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Home My WebLink About0005 SKIPJACK LANE 5 SKip,TAc,Y La�✓6 > UK F �� . .s. ,s.�AAID�WI Cape Save Inc:` ` 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 Divis'T.t 9/29/14 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 RE: Building Permits Dear Mr. Perry, This affidavit is to certify'that all work completed for 5 Skipjack Lane,Hyannis has been inspected by a certified Building Performance Institute(BPI)Inspector. Ceiling: R-18 cellulose Kneewall: R-7 FSK All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map: Parcel QRK7 v 7 Application # Health Division Date Issued . Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address -S S 114 I a-L Q.q f Village 1 a"i /'S Owner / ' Gl,�" //0 / Address �i�0/'uc k Telephone gc G SO? to Permit Request �`� Sew `l e W!- ,mil A M ,5 c e1 w ��"� ta ah`L4 a s Q C 1`0 cry ,0-5 i Is4- `U'l to A �. kn llv�11 641 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation- r Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family &/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 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 ❑ 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 300 - " Name V"l`��G"� /�'��` e ' Tele phone Number _y J T 0 ` Address ru`" d� �� T�` License # 0-� Jc9� 4WAI© �4 Home Improvement Contractor# Worker's Compensation #-rwC 3�YS 76 V ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY !� APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: if. FOUNDATION . I FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING DATE CLOSED OUT r r } ASSOCIATION PLAN NO. t r Building Permit Authorization I, 1VIary Holden as owner hereby give my permission to Cape Save, Inc. a g 7-D Huntington Avenue South Yarmouth, MA 02664 Office:508-398-0398 to take all necessary steps to obtain a building permit to perform work at my property located at ` 5 Skipjack Lane Y ,' Hyannis, MA 02601 Signed Date ` / f - ' The Commonwealth of Massachusetts , Pnnt Forrn `r Department of Industrial Accidents Office of Investigations - I Congress Street, Suite 100 y 7 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/individual): . Cape Save,Inc. Address: 7D Huntington Avenue City/State/Zip: South Yarmouth, MA 02664 phone #: 508-398-0398 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 17 4• ❑ 1 am a general contractor and I - employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' comp- insurance.} 9. ❑Building addition [No workers' comp. insurance ., p• - required.] 5. ❑ We are a corporation and its 10.❑Electricat'repairs or additions 3.❑ 1 am a homeowner doing all work -officers have exercised their 11.❑ Plumbing 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.❑✓ Other Insulation comp. insurance required.] I I - I 1 *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-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 that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Technology Insurance Company Policy#or Self-ins. Lic.#: TWC 3353968- Expiration Date: 04/09/2014 Job Site Address: 's ki-��(i � �'! City/State/Zip: all n !� 619") Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certo�under the pains and penalties ofperjury t at the information provided above is true and correct Signature: Phone#: 508-398-0398 Official use only. Do not write in this area,to be completed by city or town official City or Town-. Permit/License# Issuing Authority(circle one): " 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: D/9/2IDOfYYYY) CERTIFICATE OF LIABILITY� INS`°r.I�I�CE 49/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER NAME, Colleen Crowley Risk Strategies Company HOh (781)986-4400 AIC.N,).081)963-4420 15 Pacella Park Drive EMAIL Suite 240 INSURERS AFFORDING COVERAGE NAIC# Randolph Ili 02368 INsuRERA:Selective Insurance INSURED iNsuRERB:Safetv Insurance CcmDMV 33618 Cape Save, Inc INSURER C:Tec moll Insurance Co an 7 D Huntington Ave INSURERD: INSURERE: South Yarmouth IdPi 02644 INSURERF: COVERAGES CERTIFICATE NUM13ER:CL134960509 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUB POLICY EFF POUCY EXP LTR POLICY NUMBER MMfM MMM LIMITS GENERAL LIABILITY EACH OCCURRENCE X COMMERCIAL GENERAL LIABILITY j+MAGE TO REI TED . PREMISESa occurrence $ 100,000 I A CLAIMS fhACE �X OCCUR 199448001 0/16/2012 0/16/2013 LIED FYP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LNAfr APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- .ECT LOC $ AUTOMOBILE LIABILITY COMBINED`SINGLE LLWITfEa § 1,000,000 B A14Y AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 6208200 1/6/2012 1/6/2013 g001LYItdJURY Per accident $ AUTOS AUTOS ( ) X HIREDAUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Peracdda_n) $ X - Underinsured motonst 81 spht $ 100,000 A X UMBRELLA UAB X OCCUR S199448001 0/16/2012 O/16/2013 EACH OCCURRENCE $ 1,000,000 EXCESS LIAR CLAIIAS I`4AD` AGGREGATE $ 1,000,000 DED RETENTION$ $ C WORKERS COMPENSATION Officers Excluded from VtiC ST.ATU OTH- AND EMPLOYERS'LIABILITY Y i N X TORY EMITS ANY PROPRIETORIPARTNEPrEDECUTIVE overage OFFICERIMEMBEREXCLUDECn Y NIA EL EACH ACCIDENT $ 500 OOO (Mandatory In NH) 353968 /9/2013 /9/2614 E.L.DISEASE-FA EMPLOYE $ 500 000 If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-FOUCY LIMB $ 500 )00 DESCRIPTION OF OPERATIONS I LOCATONS I VEHICLES(Altaeh ACORD 101,Additional Remarks Schedule,if more nPaee is requirod) Issued as evidence of insurance., Issued as evidence or insurance. National Grid Corporate Services LLC d/b/a/ National Grid, Action Inc., Colonial Gas Company and NStar Electric are listed as additional insureds as respects General Liability as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,. NOTICE WILL BE DELIVERED IN Cape Light Compact ACCORDANCE WITH THE POLICY PROVISIONS. FO Box 427/SCH 3195 Main Street AUTHORIZED REPRESENrATIVE Barnstable, MA 02630 chael Christian/CLC � -�'rr= ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. AN rights reserved. INS025(2010g5).0I The ACORD name and logo are registered marks of ACORD Massachusetts= Department of Public '�at'ett' MBoard of Buildin!u Relgulations and Standards W Construction Supervisor Specialty _ice.nse License: CS SL 102776 Restricted to: IC WILLIAM MC CLUSKY- 37 NAUSET ROAD WEST YARMOUTH, MA 02673 Expiration: 6/28/2013 (" nuui< iuncr Tr: 102776 E Office of Consumer Affairs and Business Regulation k 10 Park Plaza- Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 171380 Type: Corporation Expiration: 311412014 Tr# 222184 CAPE SAVE INC. i WILLIAM McCLUSKEY = 7-D HUNTINGTON AVENUE SOUTH YARMOUTH, MA 02664 Update Address and return card.Mi ark reason for change. Address - Renewal - Employment Lost Card PS-CAI 0 501e,04104-G101216 C Sumer Affairs dls ness Regulation License or registration valid for individul use only Office of Consumer Affairs�c B>fsiness Regulation e Y ' t p HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _ Office of Consumer Affairs and Business Regulation =�•--�== Registration:. -171380 Type: � , Corporation 10 Park Plaza-Suite 5170 _�.��'�_= Expiration:_-3/i42014 - Boston,NLA 02116 'WILLIAM MCCLUSKEY:.,` 7-D RUNTINGTON AVENUE _ SOUTH YARMOUTH,MA 02664 Undersecretary Not valid signa '!Asses�+r's map and lot number ........41?. ....... MUST CO NECI.r O TO N SEWER 11 Sewage Permit number .�"�r............. ..................... .. ...... 33AR35 ABLE, i House number ............................................................................ 90 r a ae 039. s TOWN OF BARNSTABLE ' BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..,,Construct Sincrle FamilX Dwelling TYPE.OF CONSTRUCTION .............WQ.Q.d ..Fx.ame.............................................................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ' Location .Lot....#1..............Skip.jack...Lane, Hyannis................................ ProposedUse ............................................................................................................................................................................. Zoning District ......R-79 .......kcl...................................Fire District ......ay.znS is...................................................... Name of Owner .... AP,r corn.. ftalty,,,,T:rq!5.z,,,,,...Address ..7.b.5...Zahnautb...RQad.,..:.Ryanni..s.............. Name of Builder .FranCo...... F,,,,,,]�P....... . NC,Address .115.5...F.alma7uth...Raad,....H.yannis.............. 9 Name of Architect ..................................................................Address Numberof Rooms .....5.ix ...............................................Foundation ...P-&............................. ............................................ Exterior ..Clapboard...and/..or...shi.n.c3leS................Roofing .........As.?h .,t...Sk1xx1 L 5............................. Floors ..:Carpet...................................................................Interior .........S lie P_f:.X0Ck................................................... Heating Gas—F.W.A. ::Plumbing .......TWo-G4L?Pe?...:............................................. ............................................................... .. Fireplace YQ.S..................................................................... ......Approximate Cost .... `?Q.,.Q.Q.Q.,.Q.Q...............174 ....................... Definitive Plan Approved by Planning Board ______ __ 3_________19 X Area � ' p....... .�.......... ...... Diagram of Lot and Building with Dimensions Fee � � SUBJECT TO APPROVAL OF BOARD OF HEALTH ` I � s OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. am ho, ruction upervisor s icense .... A. I r Drt_ T 8.6 One Story......... �ermit for ..................... . . ....... Family .............. ..... Dwelling.. Location .....L t...#1 P.�ip.jAqX...bAne ... ..... ... Hvannis - Owner ..qap.ricorn Realty......T..rr..u. rust ......................................... Type*-of Construction .......Frame..........L................. ....... ...................W.............................................................. Plot .......................... Lot ................................ PermieGran+.ed ...0(itob- ........ ....qr...1.3..........19 89 Date of Inspection ................. ..............19 OLI Date Completed ,r.T............19 6f t TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PE �w. M11 H=1:73-85-0ul t� /f DATE Oc.t:Qber 13, 19 .35 PERMIT NO. }+9 e g)v�RR APPLICANT Franco R. E. llev. CC). IIICADDRESS 765 Fajnjc)utl-1 1{.o ] H i � 11111_[ll� t) IN0.1 (STREET) ICONTR•S LICE NSEI PERMIT TO 13:i 1 ](] �)T�I(-� � rlr NUMBER OF (�1 STORY SlI-1C1*� r_' 1'AIIIt `! 1)GIf> I1 ;)NUMBER (TYPE Of IMPROVEMENT) 1 NO. (PROPOSED USf) ' _ AT (LOCATION) L t #1 5 `�k i i k 1 j �n� 1 ZONING ( (NO.) �—ac--�" � 1��1i1T11(STREET) —DISTRICT— BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT BLOCK LO E BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTIO TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: SPWa 0 3 R bond AREA VOLUME 1708 sq. ft. 50 000. 00 ESTIMATED COST / FEEMIT 85. 5() (CUBIC/SQUARE FEET) OWNER Capricorn Realty Trust ADDRESS 765 Falmouth Road, Hyallills BUILDING DEPT. a BY << l I I THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) MB L DATA cmrwMommxsALTw DEPARTMENT OFPUBLIC SAFETY OF ONE ASHmOmTONPLACE '��' MwemAcnumsTTS mOSrOr,Mmoo108 CAUTION / 2/ 199'� C3NSTR SUPER�ISO� EXPIRATION DATE RESTRICTIONS ��/� | sFFson u FOR PROTECTION AGAINST «so/n� C'wO� | THEF[ PUT RIGHT THJK4B ~�� | | " ' ' ' 06/30/�993 005867 ' PRINT|NAPPROPRIATE BOX ONLICENSE. 8 Q BLASTING OPERATORS z MUST]NCLUDEPHOTO. BARNSTABLE PHOTO(BLASTING��o°LY) pss -- ' �� NOT VALID UNTIL SIGN BY LI SEE AND OFFICIALLY 00' 00 |U HEIGHT: Dos � 1 /12/ 195� 7� =m�c��,�� LINE | o�neoo°�e,�u�m | - | THE HOLDER WHEN EN- OTHERS-nIGx THUMB PRINT. GAGED=THIS OCCUPATION. . � cowwmomwER ' /ell rlE � ` IMPROVEMENT CONTRACTORS REGISTRATION ard of Building Regulations and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR ^ - Registration 100871 Expiration 06/24/94 Type - PRIVATE CORPORATION . OME IMPROVEMENT CONTRACTOR Registration 100871 Markwood Corporation ./,. PRIVATE CORPORATION Expiration 06/0V94 Timothy M. Pearson -� 10 Seaboard Lane Hyannis MA 02601 MorkwmU Corporation � ~ � Timothy M. Pearson eab03rd Lane � ^oIVIImmrnvTOnxvannis MA 02601 | ;'` TOWN OF-BARS BL , MASSACHUSETTS1Ls7Ti11�� DATE ?, October.. Z S• 19 "rd5 PERMIT NO10, 34e.8 - APPLICANT Fra'_1CG R. E. : DC'V, Co. l .�..;}1. A� .� 4 O f I'lr'_'4I)ORESS - /6 5 Fa.„�,ig } ) Roar'., I �C�>>_ �. INis 0.) (STREET) (CONY R'S LI NSEI • / _ y NUMBER OF PERMIT TO ' "7->- _ i": ( I STORY `i it(7 I tA.7TJ 1_wt3 - 1 i nQWELL.ING UNITS (TYPE OF IMPROVEMENT NO, (pF OPOSED - ZONING AT (LOCATION) Lt�t � � 5 1C1?JIdL`IC Tanc�, }jtl`",""114 - DISTRICT — Z. (N0.) - IST RE BETWEEN AND (CROSS STREET) - (CROSS STREET) LOT q - SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE - .USE GROUP - - BASEMENT WALLS OR FOUNDATION (TYPE) .. REMARKS: sewer O3A Bari& AREA OR .VOLUME 1708 SC'i• - ft. "ESTIMATED COST .Cj 50,000. 00 FEEMIT_S 85_. 5.O (CUBIC7SOUARE FEET). OWNER Capricorn Realty Trust 765 r BUILDING DEPT. •i � ADDRESS. Falmouth Road, Hyannis BY FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT PROM . OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: - ELECTRICAL, PLUMBING AND I. FOUNOATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL `. MEMBERS READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. a POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS IZ z 2 -- -- 2 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT y ( 7 //-`T OTHEP �yl'�!,A�1t.C^T_B1-'" <�Lm \ 0 --- BCARD OF ALT `�(/ ��✓C /!G(� r � � L, V✓ORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'W!L L BECOME HULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF I WORK 15 NOT STARTED WITHIN SI i MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTIOP Il PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. TOWN OF BARNSTABLE Permit No. .3. 8..6...... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ................ ,670 >tour► HYANNIS.MASS.02601 Bond ....X.......... CERTIFICATE OF USE AND OCCUPANCY Issued to Markwood Corporation Address 5 Skipjack Lane, Hyannis USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 1 r July. 11!.. .... 104 Builcking Inspector ' 1 . I I f TOWN OF BARNSTABLE BUILDING DEPARTMENT _ �sHier TOWN OFFICE BUILDING HYANNIS, MASS. 02601 �OII�Y►. MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #.� / �... .......... ....._..........................._.............................. . _. issuedto ... 1/S'� N Y„ .................... ................ ... ...... . . ..._......................_..__ i. Please release the performance bond. F `k a T ° s , y. 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'�i`r',., :°1 5' '`'" 1 Ct ni.t vat.y t ...jII ,., :.. ..1 ..1... , .^ ,;I1:'.n ,,:�a f+,t',e «I"Ill,.I,J• ,W.,,#-+.. 3 w `,X. rats. :Q" ,;.# .:z. x .. ,.. 1 :r •1'. ,.r,•.n,r...... ,., ,.., ,..p. tY .3 :.(,r ..;.:±..a >$ !"` ,y 14 t -t, ,Irel: - �r;J a .a 1 Y,E .e i,�.✓.. I.1 1 ., r, ,rt t �,... # .k. c# .«7. 1 �F.h., ,' #: x, ., .t COL �} ;' I,.. „ i ::c. }>f4" r >aa !WOOD B M pp - _ },5 :i .. t T.' ,/.. , I�-,}^`l.'. /„ C.;'R .t1.a.. k _ �: .. CJ'• A `F;`WAL 'DETAIL''•a'• r r[f�AKI: D_TA r „ rr ,rr. �, R L�: E Ih I7LTl1tl t H L L t / _ �,',r ,•� \,S F,w s ^,�.3 t f :.s , +�Ir'`G� j 1 n r .y.. •.'1.'fi.,G fir` y:T. 1 „!� tx,' ..Sx ;I., ,.i. t'.1 �I \` •.. r—T.}i t e F `:rl. ,r.* i k "y.r e;. d, La Vii'1•< r.k. r- 1 :d? '71 '';„'^ ",k, 4 'F . :_...-r _ *:, y T ",+ ,+ i{♦... .-W -w��.. 1.g'..,+:.a-. rx. W "Ie#S,r,ff ' • ,^': ,.,),o.:r, d I. { .), 1 {f ..• . ] , } ..., + �. .... - r ;.,t,,,.< r .,,, t, Y.x 1" k:i:}H.xs '#G ?gr �'"'.�i! y ?;, y b P' :i v.,9'.:,v e t:: t ;b.a"ca ,.x.. '{ x_,..::t,,.r„'v hr;'- a _ ,+,,. F,.,., .....'�a-,.. - "- '"""�" r -- T i ..-. -.-. : . ,, -. ", C� O Vi M ` $ �n N 47 , 60 O��'�S � p � N { IIN 2,� L�j � A 0' \\ i / < n Lu � o rn _ 00 O ^ 4jo o � p /p V 5� LOT 15�\�-�•�\ Q 6B943 S . F . 0. 1 6.3 A C. 20 J tN OF g4gs� TOWN OF BARNSTABLE ZONING o C. rya BY-LAWS DATED SEPT. 14. 1987. M � FRANK r WHITING ZONE ; RC- No. 2980 0 SETBACKS: (OPEN SPACE ) THE PROPERTY LINES SHOWN HEREON Ch FRONT 20' WERE COMPILED FROM AVAILABLE C PLANS OF RECORD AND DO NOT 7�Z % SIDE : 7. 5' REAR 7. 5' REPRESENT AN ACTUAL SURVEY ON THE GROUND. THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND ` BY SURVEY ON JULY 18. 1989 AND PLOT PLAN EXISTS AS SHOWN AS OF THE DATE OF LOCATION. IN THIS PLAN IS FOR PLOT PLAN BARNSTABLE MA . PURPOSES ONLY AND SHOULD NOT BE USED TO ESTABLISH PROPERTY SCALE: 1 "=20' JULY 21 . 1989 LINES OR FOR CONSTRUCTION PURPOSES. EAGLE SURVEYING & ENGINEERINC. INC. DATE PROFESSIONAL LAND SURVE R � �� 10 Seaboard Lane/ 7 Hyann l s , Ma. 02601 �l4 J Q�OD�Ov U (/�9 (508) 778-4422 0 20 40 60 80 SL 24-07-03 . B SL 24-o7-03 N � Y / _ f/1 4x5i �% 4x5� U2 2=i 12 Sx6i S1 -� 5x6� O 'iyt� S2 ` 11-06-06 4x5i dx16�� } 00 I D L t G _ P S3 4xl2t� S4 4x10=. A 3 tt• 6a10� E 2x41) 12 I i 2x411 C co 0 i1-3-7-00 - i 4 4 M O LSii 6-09-01 6-11-12 6-11-12 F 6-09-01 8-03-03 00 TC 308 3- 9-08 -04-01 2-11-0e 8-o3-03 4-05-09 20 3-02-04 - B O 44-00-00 O O CSL SIZE LUMBER 1.15FB LEFT RIGHT PLATING CONFORMS TO TPI PLATES - 15 GAUGE PTH TOP .92 2X b NO2DSP15 1750 HEEL DIN - 43R DIN4SR 80CA REPORT 86-93 GRIPPING 47G-386 PSI PER PAIR �) BTM 74 2X b NO2DSP15 1750 HYDRO-AIR ENGINEERING, INC. INCLUDES 15.0X INCREASE -2X--4-�NO3SP15--975 11861B$FE ROR66S �LHS�- - GR22_8ASRD_O:1_SYP-LUMBEB�w _TENS_i05T 16 9�_943 PLI PSR PAIR EXCEPTIONS: TOP CHORDS PLATES - 20 GAUGE PTX SHEAR 1329- 739 PLI PER PAIR t� A-I 2X 6 N019SP15 2150 A-I = 7518 C I-S2 - 5979 C CHIPPING 510-434 PSI PER PAIR I-Sl A-H H-83 SAME AS A-1 S1-J - 5979 C J-S 4367 C INCLUDES 15.0% INCREASE JT TYPE PLATE SIZE X Y )tom S3-0 G-D SAME AS A-I B-R = 4367 C R-S2 a 5306 C TENSION 864- 553 PLI PER PAIR D 6070 7.00 XIO-00 CTR 5.0 T D-H 2X & NO2DSP15 1750 S2-L - 5306 C L-C - 1686 T SHEAR 956- 548 PLI PER PAIR S3 1100 5.00 XL0.00 CTR CTR t� L-M 2X 4 NOIDSPIS 2450 BOTTOM CHORDS LUMBER STRESS INCREASE: 15.0E A-H a 6932 T H-S3 - 6932 T IT TYPE PLATE SIZ8 X Y NOTES: ! REPETITIVE MBMBER STRESS USED. S3-G - 6932 T G-D - 5512 T A Z101 4.00 X12.Q0 18.7 4.B 1_ TRUSSES KI{NUFAC:URED BY - O O D-F 4892 T F-S4 - 4714 T S 3066 5.00 X 6.00 CTR CTR TRUSS-TEC9, INC. <=) LATERAL BRACING: S4-E 4714 T E-M 4714 T C 2101 4.00 X10.00 14.9 4.2 2.•CONFORMS TO TPI-85. TOP CHORD - CONTINUOUS M-C - 1554 C E 1001 2.00 X 4.00 CTR CTR 3. WARNING: BUILDING DESIGNER BT)1 CHORD - CONTINUOUS WEBS P 1050 4.D0 R 5.00 CTR CTR IS RESPONSIBLE FOR ADEQUATE 0 ONE BRACE - I-C J-D H-I t48 T I-G - 1380 C G 1050 4.00 X 5.60 CTR CTR DESIGN OF TRUSS TO BRG TWO BRACES - L-M G-J 559 T J-D = 1500 {3yR+�rr�r��i�' tool 2.00 X 4.00 CTR CTR PLATE CONNECTION WHICH TRUSS SPACING - 24.0 IN. D-S = 3320 T D-A , ` Of MAS••..S R OSG 4.00 X S.OJ CTR CT ALLALLOWS61 INCHES OF HOR2. M 1 F-K 85 T F-L ��,�'� �L'S'��S0 4.00 X 5.00 CTR CTR MOVEMENT. WALL MUST BE VV �7 LOADING LIVE DEAD (PSF) £-L = 122 T L-M �� P Oti. yq�' }o�3R� 4.00 X 5.00 CTR CTR DESIGNED TO RESIST A J TOP CHD 35.0 7.0 31 8.00 X16.00 CTR CTR LATERAL LOAD DUE tO STV. CHD .0 10.0 DL+T-L DEFL = .91" I1t& r r Olt 5.00 X14.00 CTR CTR FRICYION OF AT LEAST D TOTAL 35.0 17.0 52.0 LL DEFf. = .58" t S/_iso . S1 1200-- 5.00 X 6.00 CTR CTR 853 LBS. PER TRUSS. C DL+LL HORZ = .61- AT:M = 9 S2 L100i 5.00 X 6.00 CTR CTR 4. PREVENT TRUSS ROTATION AT 3 SUPPORT CRITMRIA LL DEFL (CANT) _ .06 < 6 80 S4 1101 6.00 X10.00 CTR .0 ALL BEARING LOCATIONS. JT REACT WIDTH IT REACT WIDTH S/DL+LL OEFL-542 -.3.7 � • �� 5. ARCHON TR993 FOR A TOTAL G • , HORIEONTAL LOAD aF 349 LSP W .� LBS IN-Sx LBS IN-SX �i� ,o��R<<G(S i�R;:��Q,� A 2207 3- 8 M 2437 3- 8 =i�CF •�as••� G\`•�� 'ro css '�.l`cSVOOL EQ1y�+� Ci A DC 13-1t-15 d DG 16-05-0. Truss Tech Inc. Y` N P.O. BOX 725, OLD ZOAR ROAD I '--2 STEVENSON, CONNECTICUT 06491-0725 (203)452-0111 �' ! I l I I o ' I { NOTICE: i �� I o This truss designed at request and specification of customer as an individual building component,in a vertical I- ^;, I plane, to be incorporated into building design at the �'1G-10 - / I I I 'y. ` `d7� specification of building designer. Bracing shown is for I'' !- 'I I I I .4€•I I I W6 ,I>' lateral support of individual web members only.Additional /i I I I ` I 4/5 I I \ r •, temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent 41 D 4! i 1 bracing of the overall structure is the responsibility of the i ��4I I I building designer.Design and materials are in accordance T— W 3I i I i I t7. ' with latest editions of NDS and/or TPI specifications.For I general guidance regarding storage,erection and bracing, 41 I I k 2 I I, tJ2I I. consult Bracingof Wood Trusses,and Recommended — I I I I I d Code of Standard Practice available from om Truss Plate -r 1 1 l ( i I I I I I W13 ' —I - 'C 1 I I Institute,583 D'Onofrio Drive,Madison,WI 53719. I I IMPORTANT NOTES 1. Provide copies of this truss design to the building B i 11 E A - C ' designer and erection supervisor. co 2. Top chords must be sheathed throughout or purlins r- I a co c provided at spacing prescribed. 1405-G4 I 3. Bottom chords require lateral bracing at 10 it.spacing 3 C 1 1-06-12 14-05-04 IIf.___ C' if no ceiling is installed, unless otherwise noted. -I—q 0 Anchorage and/or tie-in components are the respon- eq -- , 26-00-00 sibility of others unless shown. - . . 1 •.. 4. ® designates 2X4 bracing fastened to each - ' ' '-- -- C-71 member with two(2)1 Od nails. 5. Do not stack construction materials on floor or roof � '(H'OF that induce loading on truss greater than designated ' A loads. �^y �-�-t y-t/ry e�� 0��• L. La Cy• yG �i '� 6. Do not cut or alter truss without prior approval of t CAB.L a TRUSS N O• p t..{ S 4% ' ' /QQ '9,p• `r�,al C� Truss-Tech,Inc. �,J 1.1 NOTES►.,1' 7. Building designer is responsible to insure that loading ~ • O shown hereon is applicable to building and use. 8. Care should be exercised in handling,erection and 1 REFER TO •.i RUSS MARK FOR DESIGN LOADS CHORD GRADE :~ 30269 ' • i � ins tauation of trusses. AND SIZE, SPACING, DIMENSIONS ETC. 9. For additional design and erection information refer to •: o° the enclosed information sheets: 'o iO••s.�F61STt\0#• 'Q-�S' How To Read ADrawing 2, DESIGN ASSUMES CONTINUOUS BEARING ALONG BOTTOM CHORD. '% OF.°•Does••• ��%° - O Hip System Field Notes eo Gr G • , Important Floor Truss Notes - - - �gSSsONAL iEk jf"%0 :-� Truss Placement Drawings(if supplied) � . . UNLESS NOTI'D, n.HEEL, PEAK, SPLICE AND OTHER PLATES Aff�� ARE TIIT-3 SA 1E,AS' SHOWN ON THE REFERENCED TRUSS,. i _ —= ;:`i b�'d! �`r' —'h l� GABLE �, IEB RE FASTENED TO THE CHORDS WITH1X3 i�LI�TES. ; i:t:A.viE r EVIE WED THIS SHOP DRAWING AN'FIND _ r�Al - ALL DIMENISIONS ARE ACCURATE AS 4. VER'nI ALS E:eCri'.DII`'G 7 ' -9" IN LENG` H REQUIRE A LATERAL DE7AiLE0,ORAS NOTED HEREON.IUNDERSTAND BRACE AT MID-HEIGHT. ;HAT THE TRUSSES WILL BE MANUFACTURED PER THIS DRAWING AND ACCEPT RESPONSIBILITY FOR ACTUAL FIELD-FIT AND SUITABILITY OF THE 5 . GABLE IS NOT.'.DESIGNED FOR LATERAL WIND LOADS. SUCH LOADS :TRUSSES. MUST BE ACC:_OIvIODATED BY LATERAL BRACING SPECIFIED BY THE DESIGNER 01-- THE. D: IT_-DING. APPROVED BY: � x DATE: t _ 1 r Truss Tech Inc. x Fi O M P.O. BOX 725,OLD ZOAR ROAD STEVENSON, CONNECTICUT 06491-0725 12 0 (203)452-0111 co O 'U NOTICE: I IA / O Z This truss designed at request and specification of - C) customer as an individual building component,in a vertical plane, to be incorporated into building design at the 5-05 I -OE �'� I W1 ITI specification of building designer. Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is / W4I ,�� P�ZH OF MASS the responsibility of the erector. Additional permanent �� ,•"O e 1°1 e•,'9C ��i I M F" bracing of the overall structure is the responsibility of the I e��0 ,e �,. La Oh,•, building designer.Design and materials are in accordance / W 3 I °D� s X �i0 0,S� , with latest editions of NDS and/or TPI specifications.For I 1 Q F h general guidance regarding storage,erection and bracing, / I _ consult Bracing of Wood Trusses,and Recommended p. W2I V e �•°N I �' Code of Standard Practice available from Truss Plate I - � / I I _ :� 269 fTt, v I O Fzj Institute,583 D'Onofrio Drive,Madison,WI 53719. IMPORTANT NOTES — --- • ° x 1. Provide copies of this truss design to the building designer and erection supervisor. 81 C I�ot�0 i'•,�.G�ST.RSy�� 2. Top chords must be sheathed throughout or purlins F � o provided at spacing prescribed. �� SS1ONAL V, O's O !R 3. Bottom chords require lateral bracing at 10 ft.spacing -TC 800 8-08-00 9a°",,.rrft� if no ceiling is installed, unless otherwise noted. BC I. 8-08-00 (=> Anchorage and/or tie-in components are the respon- ITS sibility of others unless shown. 4. ® designates 2X4 bracing fastened to each 8-08-00 �� _..._..---- -.._..__._. _ _. .. - RUG 2 � 1989 s' member with two(2)1 Od nails. - �7 N 5. Do not stack construction materials on floor or roof that induce loading on truss greater than designated loads. GABLE /,�� 6. Do not cut or alter truss without prior approval of �J AB L E TRUSS NOTES �n Truss-Tech,Inc. ] 7. Building designer is responsible to insure that loading Ci shown hereon is applicable to building and use. 1 . REFER TO TRUSS MARK FOR..DESIGN LOADS, CHORD GRADE C 8. Care should be exercised in handling,erection and A11D SIZE, SPACING, DIMENSIONS ETC. installation of trusses. C� 9. For additional design and erection information refer to the enclosed information sheets: 2 . DESIG14 ASSUMES. CONTINUOUS BEARING ALONG BOTTOM CHORD. How To Read A Drawing Hip System Field Notes j n Important Floor Truss Notes Truss Placement Drawings(if supplied) 3 .. UNLESS NOTED, HEEL, PEAK, SPLICE AND OTHER PLATES ARE THE SAME AS SHOWN ON THE REFERENCED TRUSS. tiHi fP- i _r:' llsi �TOGA GABLE WEBS ARE FASTENED TO THE CHORDS WITH 1X3 PLATES. p I HAVE REVlE4tF..D THIS SHOP DRAWING AND FINE) a THAT ALL DIMENS!ONS A.-RE ACCURATE :S 4. VERTICALS EXCEEDING 7' —9" IN LENGTH REQUIRE A LATERAL DETAILED,OR AS NOTED HEREON.IUNDERSTAND BRACE AT MID—HEIGHT. � THAT THE TRUSSES WILL BE MANUFACTURED PFR TH!S DRAWING AND ACCEPT RESPONYBILfTY FOR ACTUAL FIELD-FIT AND SUITABILITY OF THE 5 . GABLE IS NOT DESIGNED FOR LATERAL WIND LOADS. SUCH LOADS C MUST BE ACCJMODATED BY LATERAL BRACING SPECIFIED BY THE APPROVED BY: DESIGNER OF THE BUILDING. tlo � r - a IQ 4x5 Truss-Tech Inc. C SI. 12-00-04 B SL 12-00-04 I co 7 rA H P.O. BOX 725,OLD ZOAR ROAD STEVENSON,CONNECTICUT 06491-0725 (203)452-0111 12 NOTICE- O It. This truss designed at request and specification of x: �^,J• F G ;%\ \ \ 2x4// C? custom i er as an individual building component,in a vertical - O plane, to be incorporated into building design at the _ �j specification of building designer. Bracing shown is for - lateral support of individual web members only.Additional 7-04-00 temporary bracing to insure stability during construction is /� \ the responsibility of the erector. Additional permanent a bracing of the overall structure is the responsibility of the building designer.Design and materials are in accordance IIco H with latest editions of NDS andlor TPI specifications.For general guidance regarding storage,erection and bracing, 2x4 i // / 2x4 consult Bracing of Wood Trusses,and Recommended 2 x 4 i Code of Standard Practice available from Truss Plate 2x4 Institute,583 D'Onofrio Drive,Madison,WI 53719. - 4x5= 4x5= Q c IMPORTANT NOTES I A ' // M O 1. Provide copies of this truss design to the building i designer and erection supervisor. '��v'JJLuu 2. Top chords must be sheathed throughout or purlins N z L D 0 Z provided at spacing prescribed. 3x4= 3x4= O V) 3. Bottom chords require lateral bracing at 10 ft.spacing O V] if no ceiling is installed, unless otherwise noted. 0D Anchorage and/or tie-in components are the respon- sibility of others unless shown. TC 5-00-00 5-00-00 5-00-00 5-00-00 0 y 4: ® designates 2X4 bracing fastened to each BC 6-08-00 6-OB-00 6-08-00 =.W member with two(2)10d nails. - �� 5. Do not stack construction materials on floor or roof 20-00-00 Q> N that induce loading on truss greater than designated N loads. 6. Do not cut or alter truss without prior approval of CSI SIZE LUMBER 1.15FB LEFT RIGHT PLATING CONFORMS TO TPI NOTES: Truss-Tech,Inc. - TOP .52 2X 4 NO2DSP1-5 2050 HEEL 3IN - '12SX 3SN - 12SX ROCA REPORT 86-93 1. TRUSSES MANUFACTURED BY - 7. Building designer is responsible to insure that loading BTM .37 2X 4 NO2DSP15 2050 1- HYD.RO-AIR. ENGINEERING, INC. TRUSS-TECH, INC. x shown hereon is applicable to building and use. WBS .17 2X 4 NO3SP15 975 MEMBER FORCES (Li3S) GRIP BASED ON SYP ,LUMBER 2. CONFORMS TO TPI-85. f8` Care should be exercised in handling, erection and LEG@A .91 2X 4 NO2DSP15 TOP CHORDS PLATES - 20 GAUGE PTX 3. ANCHOR- TRUSS FOR A TOTAL rr installation of trusses. LEG@C .91 2X 4 NO2DSP15 A-F = 1341 C F-B = 1211 C GRIPPING 510-434 PSI PER PAIR HORIZONTAL LOAD OF 236 LbS For additional design and erection information refer to LUMBER STRESS INCREASE: 15.0% B-G = 1211 C G-C = 1391 C INCLUDES 15.0% INCREASE the enclosed information sheets: - - b How To Read A Drawing REPETITIVE. MEMBER STRESS USED. BOTTOM CHORDS TENSION 564- 553 PLI PER PAIR ,r Hip System Field Notes A-E = 1157 T E-D = 787 T SHEAR 956- 548 PLI PER PAIR �r Qorrorcntaytt°° ,r Impoitant Floor Truss Notes LATERAL BRACING: D-C = 1157 T - ®w�, �jH OF Nj °O°® `'> 4y'r•" J t,� r _ TOP CHORD - CONTINUOUS WEBS - JT'TYPE PLATE SIZE X Y ®�e �F,p` ...... `SS °+ yr-31�C ilk i�Y�fS,�Rl�,;,i rxJ��4''�� BTM CHORD CONTINUOTJS F-E = 3EU C E-B = 512 T A *3-PLATES Ulv EACH SIDc* 0¢® QC�o° C oACyGsm L. La '.NAVE REVIEWED THIS SNOT'DRAWING AND F11f� TRUSS SPACING - 24.0 I.N. B-D = 512 T D-G = 360 C #1 2009 4.00 X 5.00 5.6 2.0 y�F I r #2: 2600 UO X 4.00 18.4 1.0 iAT ALL INMENSiON, ARE ACCURATE AS ZETA(LED,OR ASt�t3TEDHEREON.IUNi;fRSTAPjO LOADING LIVE DEAD (PSF) DL+LL DEFL = 12" IN P'-B #3 2600 2.00 X 4.00 34.2 J..O .� THAT THE TRUSSES WELL BE MANUFACTUrfEf) TOP CHD 35.0 7.0 LL DEFL = .Od" < S/360 B 3010 `4.00 X 5.00 CTR CTR m a 0269 m t` PER THIS DRA.W,iVG AND ACCEPT RESPONSIBILITY BTM CHD .0 10.0 S/DL+LL DEFL=999 S/DEPTH= 3.0 C , *3-PLATES ON EACH SIDE* r o A #1 2009 1 4.00 X 5.00 5.6 2.0 �® ® o �C ' TRUSSES. ACTUAL FIELD-FIT AND SUITABILITY OF THE TOTAL 35.0 17.0 52.0 GISTERE� TRUSSES. N2 2600 2.00 X 4.00 18.4 1.0 SUPPORT CRITERIA 63 2600 ! 2.00 X 4.00 34.2 1.0 os°OF �ooa®�'0��<�0e°� y� �� `/ JT REACT WIDTH JT REACT WIDTH - D 1010 3.00 X 4.00 CTR CTR ''°,oS'S/ONAL "t-,� EQ BY: + A '.r`'" LBS IN-SX LBS IN-SX 1010 3 00 X 4.00 CTR CTR ° f A 1055- 3- 6 C 1055 3- 8 F 1.001 e 3,) iL 4.00 CTR CTR G 1001 ; 2.00. X. 4.00 CTR CTR ) 1 i 4x5= " C Truss-Tech Inc. SL 12-00-04 SL 12-00-04 IJ z ,p .< P.O. BOX 725, OLD ZOAR ROAD \ I b C=7 STEVENSON, CONNECTICUT 06491-0725 (203)452-0111 N 12 \ G NOTICE: \ This truss designed at request and specification of 8 2x4\\ �/ \ 2x4�i customer as an individual building component,in a vertical r plane, to be incorporated into building design at the /' // / \� specification of building designer. Bracing shown is for r lateral support of individual web members only:Additional 7-04-00 b temporary bracing to insure stability during construction is � I the responsibility of the erector. Additional permanent \ \\ j, bracing of the overall structure is the responsibility of the building designer.Design and materials are in accordance Co ~ with latest editions of NOS and/or TPI specifications.For !i \ / \\/ � general guidance regarding storage,erection and bracing, 2x4 \ / \ 2x4. consult Bracing of Wood Trusses,and Recommended I 2x4,i \ \ \ 2x4 Code of Standard Practice available from Truss Plate' 4x5= 00 Q i \\ ' / \ 4x5= CO Institute,583 D'Onofrio Drive,Madison,WI 53719. A \ \\ C I 0 IMPORTANT NOTES I. 1 Provide copies of this truss design to the building designer and erection supervisor. 2. Top chords must be sheathed throughout or purlins �' E D - I 00 -z provided at spacing prescribed. - 3x4= 3x4- U 0 3. Bottom chords require lateral bracing at 10 ft.spacing p 0) if no ceiling is installed, unless otherwise noted. Om 0 Anchorage and/or tie-in components are the respon- TC O 5-00-00 L 5-00-00 5-00-00 5-00-00 sibility,of others unless shown. - O .� 0 4. ® designates 2X4 bracing fastened to each BC 6-08-00 6-08-00 6-08-00 =8= member with two(2)10d nails. C�1 S. Do not stack construction materials on floor or roof -"- 20-00-00 that induce loading on truss greater than designated LV 'loads. CSZ SIZE LUMBER 1.15FB LEFT RIGHT PLATING CONFORMS TO TPI NOTES: 6. Do not cut or alter truss without prior approval of I . Truss-Tech,Inc. TOP .52 2X 4 NO2DSP15 2050 HEEL 31.N -• '12SX 31.N - 12SX ROCA. REPORT 86-93 1. TRUSSES MANUFACTURED BY 7:" Building designer is responsible to insure that loading BTM- .37 2X 4 i702DSP18 2050 HYDRO-AIR ENGINEERING, INC. TRUSS-TLCH, INC. 9 + shown hereon is applicable to building and use. WBS .17 2X 4 NO3SP15 975 MEMBER FORCES (LBS, GRIP BASED ON SYP LUMBER 2. CONFORMS TO TPI-85. �� r 8:- Care should be exercised in handling,erection and LF.G@A .91 2X 4 NO2DSP15 TOP CHORDS PLATES -, 20 GAUGE PTX 3. ANCHOR TRUSS FOR A TOTAL I WT:5 installation of trusses. - LEG@C .91 2X 4 NO2DSP15 A=F = 1391 C- F-R = 1211 C "GRIPPING 510-434 PSI PER PAIR HORIZONTAL LOAD OF 236 LBS 9•:," For additional design and erection information refer to LUMBER STRESS INCREASE: 15.0 R-G = i.7_11: C G-C = 1391 C INCLUDES 15.0% INCREASE I � a -i the enclosed information sheets: r F. How To Read A Drawing. SPETITIVE MEMBER STRESS USED. BOTTOM CHORDS TENSION - 854- 553 PLI PER PAIR Hip System Field Notes - A-E = 1157 T E-D = 787 T SHEAR 956- 548 PLI PER PAIR Important Floor Truss Notes LATERAL BRACING: D-C = 1157 T- ♦♦♦♦N�jN Qf M Truss Placement Drawings(if supplied) s o TOP CHORD' - CONTINUOUS WEBS JT TYPE PLATE SIZE X Y ♦♦♦�F,P\'e..e..� S9C 8TM CHORD - CONTINUOUS F-E = 360 .^. -B - 512 T A *-A PLATES ON EACH SIDE* ♦♦��Q�� LaL`y TRUSS- SPACING - 24.0 IN-. 8-D = 512 T D-G = 360 C #1 2009 4.00 X 5:00 5.6 2.0 a..€op DRAWING APPROVAL #2 2600 2.00 X 4.00 18.4 1.0 LOADING I'VE DEAD (PSF) DL+LL DFFL = .12" IA F-B #3 2600 ' 00 X 4.60 34.2 1.0 i 1-::VE REVIEWED THIS SHOP DRAWING AND F!N'0 -'- TOP 'CND 3$.G 7.G LL DE'r L = :ii4" < S/350 B' 307.0 4.00 X 5.00 CTR CTR �~ i THAT ALL DIMENSIONS ARE ACCURATE AS BTM CFD .0 10.0 S/DL+LL DEFL=999 S/DEPTH= 2.0 C *3-PLATES ON EACH SIDE* N . 30269 I)E T AILED.OR AS NOTED HEREON.I UNDERSTAND TOTAL 35.0 17.0 G 52.0 4.00 THAT THE 'TRUSSES WILL BE MANUFACTURED #1 2009 x 5.G ; •' -s I DRAWING AND ACCEPT RESP(TJ !8tLY1Y #2 2600 2.00 x 4.00 18.4 1.0 A�°.RFOtSTE�E� ��♦•`% R THIS SUPPORT CRITERIA' #3 :2600 2.00 X 4.00 34.2 1.0 0 °e .° ?I ACTUAL FIELD-FIT AND SUITABILITY OF THE o�� JT REACT WIDTH JT REACT WIDTH D 1010 13.00 X 4.00 CTR CTR o�oo�SSIONAL Etli�\�♦♦♦♦ C° TRUSSES. LBS IN-SX LBS IN-SX E 1010 ' 3.00 X 4.00 CTR CTR /Ij�� 11"are1rr�e� n, 1055 3- 8 C 1055 3- 8 .1001 2.00 X 4.00 CTR CTR r1U n 9 r_r�.>�PROVED �1/. _ C 1001 2.00 X 4.00 CTR CTR G 2 KD 17 DC 12-04-13 F-r z DC 12-04-13 _ of Truss-Tech Inc. / .��.. '\ o°°`arrrroterr�s®se P.O. BOX 725, OLD ZOAR ROAD I I q STEVENSON, CONNECTICUT,06491-0725 / 0`00� y U. LaCh;9°yG�o� I 0 (203)452-0111 rl R � m NOTICE: ( i s a1= m: a i O z This truss designed at request and specification of ; s No. 30269 customer as an individual building component,in a vertical - .. • plane, to be incorporated into building design at the TC ' TC specification of building designer. Bracing shown is for _ ? 04-00 f W1 �. I I . lateral support of individual web members only.Additional I // I I GS4 GS4I temporary bracing to insure stability during construction is j/ 9 °°FGIST ER °• e the responsibility of the erector. Additional permanent ` ° •e \00° bracing of the overall structure is the responsibility of the css cs3 I `e:FSS/ONAL EN s°°°° coW building designer.Design and materials are in accordance .,D eee with latest editions of NOS and/or TPI specifications.For CS2 Gat AUG general guidance regarding storage,erection and bracing, I` 2 t (� consult Bracing of Wood Trusses,and Recommended 1 I I I I l GS1 C r98 Code of Standard Practice available from Truss Plate - A GS,_ O Institute,583 D'Onoirio Drive,Madison,WI 53719. IMPORTANT NOTES tv 1. Provide copies of this truss design to the building designer and erection supervisor. 81 00 7 O 2. Top chords must be sheathed throughout or purlins - D - V) provided at spacing prescribed. o O 3. Bottom chords require lateral bracing at 10 ft.spacing TC O 10-OC-00 _ 10-00-00 � '� U if no ceiling is installed, unless otherwise noted. f Anchorage and/or tie-in components are the respon- BC 10-00-00 10-00-00 H O Z sibility of others unless shown. .4. ® designates 2X4 bracing fastened to each - 20-00-00 member with two(2)10d nails. 5. Do not stack construction materials on floor or roof that induce loading on truss greater than designated x loads. ' °'��NIMR•I�.y�b b 6. Do not cut or alter truss without prior approval of ,,`at PLZH Qf Mq 4*ea Truss-Tech,Inc. GABLE TRUSS NOTES �,. La 7. Building designer is responsible to insure that loading - �. •t y••° shown hereon is applicable to building and use. ��i 9A°0 • . 8. Care should be exercised in handling, erection and ri T G Q {i r� • +#, installation of trusses. - 1 REFE..R 1 O TRUSS MARK %/ FOR DESIGN LOADS CHORD GRAT ''.•' • I 9. For additional design and erection information refer to AND SIZE, SPACING, DIMENSIONS ETC. D. 30269, v • the enclosed information sheets: How To Read A Drawing • Hip System Field Notes - 2 DESIGN ASSUMES CONTINUOUS BEARING ALONG BOTTOM CHORD:. •+ •� o� t0 Important Floor Truss Notes - 'fGISTE��-D Truss Placement Drawings(if supplied) P T c, J T FPLATESF`SS/ONAL ENG\J` 3. UNLESS NOTED, HEEL, PEAK", SPLICE AND OTHER �TWINY , :r rr�°° AWING APPROVAL ARE THE SAME AS SHOWN ON THE REFERENCED TRUSS. A2. � NY 1-3 GABLE WEBS ARE FASTENED TO THE CHORDS WITH 1X3 PLATES. ,P VE REVIEWED THIS SHOP DRAWING AND.FIND j µAT ALL Dwv4SIONS ARE ACCURATE AS ;;=TAILEi),OR AS NOT HEREON.I UNDERT-D 4. VERTICALS EXCEEDING 7 ' -9" IN LENGTH REQUIRE A LATERAL _-iAT THE TRUSSES WILL BE MANUFACiURcD BRACE AT MID—HEIGHT. THIS DRAWING AND ACCEPT RESP()NStr3ILIT1' �.)R ACTUAL FIELD FIT AND SUITABILITY OF THE [ARUSSES. 5> GABLE IS NOT DESIGNED FOR LATERAL WIND LOADS. SUCH LOADS !"1UST BE ACCOMODATED BY LATERAL BRACING SPECIFIED BY THE APPROVED BY: DESIGNER OF THE BUILDING. �z x 4x511 CMM P 1� Truss Tech Inc. sL f3.04.15 5� W „ �,,, °`gO��i"y 1••Lac'• P.O. BOX 725, OLD ZOAR ROAD h' •. s L M STEVENSON,CONNECTICUT 06491-0725p�� a (203)452-0111 I r•CP En NOTICE: I I 3x,E:i I This truss designed at request and specification of 3xG� o 269 g r��` customer as an individual building component,in a vertical - i� / I I ^ i : I r plane, to be incorporated into building design at.the specification of buildingdesigner. Bracing shown is,for J n ,p•• R� STEREO °°,9 9 lateral support of individual web members only.Additional 5-04-00 /may ��r'� ' � I � .I \� �'�,.�Q�*•�I,•,o• ••• �(Q°°° _ temporary bracing to insure stability during construction is _ \ s F • �<<- °° the responsibility of the erector. Additional permanent � ;SIONAL ENS;.•°� bracing of the overall structure is the responsibility of the I. ,I I! j 'AUG O O°�eracei+t� building designer.Design and materials are in accordance \ \ I ..I IX// i A V G 2 1989 00 1.. with latest editions of NDS and/or TPI specifications.For I I I general guidance regarding storage,erection and bracing, ...�klU consult Bracing of Wood Trusses,and Recommended 1 Code of Sta C ndard Practice available from Truss Plate A Institute,583 D'Onofrio Drive,Madison,WI 53719. .�, \ GO/ IMPORTANT NOTES fa 3 � - tl C 1. Provide copies of this truss design to the building g-JO r Q z i ner and erection supervisor. -� x des P 9 tin or ur s � D h r must be sheathed throughoutF � E , 2. Top c o chords usP ��'' co provided at spacing prescribed. 3x511 5x8= 3x5I1 Q 0 3. Bottom chords require lateral bracing at 10 ft.spacing O In if no ceiling is installed, unless otherwise noted. Anchorage and/or tie-in components are the respon- TC 800 3-08-09 3-03-G7 3-03-07 3-08-09 800 sibility of others unless shown. BC 3-08-09 3-03-07 3-03-07 3-G8-09 4. ® designates 2X4 bracing fastened to each =tuO W member with two(2)10d nails. - C:71 5. Do not stack construction materials on floor or roof - 14-00-00 Q> that induce loading on truss greater than designated L\7 loads. •� LEFT RIGHT PLATING TO TPZ NOTES: 6. Do not cut or alter truss without prior approval of Truss-Tech,Inc. * 3-PLY TRUSS * HEEL 31N - 12SX 3IN - 12SX BOCA REPORT 86-93 1. TRUSSES MANUFACTURED BY T. Building designer is responsible to insure that loading ***4********** HYDRO AIR ENGINEERING, INC. TRUSS-TECH, INC. F shown hereon is applicable to building and use. MEMBER FORCES (-LBS) EACH PLY GRIP BA.HF.D ON SYPLUMBER 2. CONFORMS TO TPI-85. 8. Care should be exercised in handling,erection and CSI SIZE LUMDER FB - TOP CHORDS PLATES 20 GAUGEPTX 3. 'PIS-IN LOADS SHOWN 47ITHOUT 4 - -installation of trusses. TOP .52 2X 4 NO2DSPI5 1800 A-G = 3750 C G-B = 2616 C GRIPPING 510-434 PSI PER PAIR DAMAGE TO -TRUSS. 9: For additional design and erection information refer to BTM .50 2X 8 NOlDSP15 1850 B-H = -2616 C H-C = 3750 C INCLUDES 15.0% INCREASE 4. PREVENT TRUSS ROTATION AT Csy r the enclosed information sheets: WBS .93 2X 4 NO3SP15 850 BOTTOM CHORDS TENSION 864- 553 PLI PER PAIR ALL BEARING LOCATIONS. i How To Read A Drawing s WDG@A 2X 4 NO2DSP15 "" A-F = 3120 T F-E = 3120 T SHEAR 956- 548 FLZ PER PAIR 5. ANCHOR TRUSS FOR A TOTAL Hip System Field Notes - i Important Floor Truss Notes - W.DG@C 2X 4 NO2DSP15 E-D = 31?.A T D-C -3120 T HORIZONTAL LOAD OF 168 LBS !1!1! Truss Placement Drawings(if supplied) LUMBER.' STRESS INCREASE: 15.0% � WEBS JT TYPE � PLATE SIZE X - Y 6. GIRDER CONDITION: �3 K F G = 1325 T' G-E = 1235 C A' i TIE-IN TRUSSES ON BTM CHD .� -'� R1~'j{0Zf 1-lT - - LATERAL BRACING: � � E-B = -2810 : E-H = � 1235 C B 3005 I �4.00 X. 5.G0 CTR CTR WITH SPAN.OF 44'- 0" � r q, a.'...': TOP CHORD - CONTINUOUS D-H = 5 /. ., i E 132' T O ! FASTEN EACH FL" ^O ^H� 1 �,t,t„ ^��<'t'�`+V[�T:��S'FILR DRtt:v�ri'��AND FIND BTM. CHORD - CONTINUOUS � - D -1001 � -1.00 5.00 CTR CTR NEXT WITH 10d NAILS AT � ti �>�r'�D:`iC: 'S AFi ACC-JPATE AS TRUSS SPACING - 24.0 IN. DL+LL DEFL' = 11" AT E E, 1070 5.00 X 8.00 CTR CTR O INCHES O.C. THRUOUT T�JAT AL CrF (LE GR Ac NOTED HEREON.i I,;, - 5'A�. LL DEFL = 07" < S/360 F 1001 3.00 X 5.00 CTR CTR ALL CHORDS AND WEBS. i,{9,j TiiF TF!JSSES WiLt 6E MAy(1F"Cl�?fdEO - I„OARING LIVE- -DEAD (PLF) _ S/DL+LL DEFL=999 S/Dr'P1'H= 3.0 G.. 1050 3.00 X 6.00 CTR CTR FASTEN EACH BOTTOM CHD WITH pc 74!c DRAN'IPIG AND ACCEPT RESFO S181t-1(Y TOP CHD 70.0 14.0 H 1050 3.00 X 6.00 CTR CTR 3 R0W(S) 10d NAILS AT �tX�P + ;VLlAL FIELD-FIT AND SU1TAl31LITY Of THE BTM CHD 73.5.0 377.0 PLATES ARE FOR EACH PLY` - INCHES O.C.',INTO EACH �q TOTAL 805.0 391.01196.0 - .l CHORD OF EACF., PLY. , - 8. STAGGER NAILS TO AVOID FWhx1i SUPPORT CRITERIA - - SPTIT_'"TA F WOOD. BY: JT REACT WIDTH JT REACTWIDTH � 9: U E FRO E L''� RATED HANGERS LBS IN-SX LBS IN-SX FOR L0.1%,jS FRAMING INTO1E)ATE: A 8552 3- 8 c 8552 3- 8 GIRDER TRUSS. 5 SL 24-07-03 Truss Tech Inc. ,L 2 -�7 P.O. BOX 725, OLD ZOAR ROAD Lz 4r50 I \\SJl?� STEVENSON, CONNECTIOUT 06491-0725 ( ` (203)452-0111 6 I 5 x 6 I I( ~ 5'S + irn NOTICE: 1 S1 I / .s2 'U This truss designed at request and specification of _ I 9 q customer as an individual building component,in a vertical I - / .I� I - !4 +.! 'y 9 ✓� plane, to be incorporated into building design at the .11-08-r_O e .�- Ax5� specihcation of building designer. Bracing shown is for .1 S.cb!i�lj III'I _ /// �I _ �h lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent I _ bracing of the overall structure is the responsibility of the r �� D building designer.Design and materials are in accordance x with latest editions of NDS and/or TPI specifications For general guidance regarding storage,erection and bracing, 4 x 8- I consult Bracing of Wood Trusses,and Recommended L Code of Standard Practice available from Truss Plate. � 5r.12% � 2x411 C Institute,583 D'Onofrio Drive,Madison,WI 53719. o IMPORTANT NOTES - G E 12 3: 0 1. Provide copies of this truss design to the building 2x411 6x10= i ,x designer and erection supervisor. 0 _dcf 2. Top chords must be sheathed throughout or purlins O provided at spacing prescribed. TC 0 7-04-14 1 6-o7-14 1 7-11-04 1 6-08-00 1 7-03_-00 1 8-01-00 3. Bottom chords require lateral bracing at10 ft.spacing - BC 7-04-14 6-06-02 7-11-08 6-11-o4 7-1)3-00 1 7-11-04 0 if no ceiling is installed, unless otherwise noted. Anchorage and/or tie-in components are the respon- 44-00-00 sibility of others unless shown. � � 4f 4. ® designates 2X4 bracing fastened to each member with two(2)10d nails. ~a � 5. Do not stack construction materials on floor or roof - CSI SIZE LUMBER 1.15FB SUPPORT CRITERIA PLATING CONFORMS TO TPI PLATES - 16 GAUGE PTH that induce loading on truss greater than designated TOP .96 2X 6 NO2DSP15 1750 JT REACT WIDTH JT REACT WIDTH BOCA REPORT 86-93 GRIPPING 476-386 PSI PER PAIR loads. BTM .91 2X 6 NO2DSP15 1750 LBS IN-SX LBS IN-SX HYDRO-AIR ENGINEERING, INC. INCLUDES 15.0% INCREASE �� 6. Do not cut or alter truss without prior approval of WBS .87 2X 4 NO3SP15 975 A 2257 3- 8 C 2257 3- 8 GRIP BASED ON SYP LUMBER TENSION 1624- 943 PLI PER PAIR x _ Truss-Tech,Inc. WDG2C 2X 4 NO2DSP15 PLATES 20 GAUGE PTX SHEAR 1329- 739 PLI PER PAIR e� 7. Building designer is responsible to insure that loading EXCEPTIONS: LEFT RIGHT GRIPPING• 510-434 PSI PER PAIR shown hereon is applicable to building and use. B-J 2X 6 N0IDSPI5 2150 HEEL IIN - 13SX 1IN - 13SX . INCLUDES 15.0% INCREASE JT TYPE PLATE SIZE- X Y Care should be exercised in handling, erection and J-S2 32-K K-C SAME AS B-J TENSION 864- 553 PL7 PER PAIR D 6050 9.00 X10.00 CTR 5.0 i installation of trusses. D-L L-C SAME AS B-J MEMBER FORCES (LBS) SHEAR 956- 548 PLI PER PAIR r9. For additional design and erection information refer to :_J 2X- 4 NO2DSP15 2050 1 TOP CHORDS NOTES: the enclosed information sheets: How To Read A Drawing D-J SAME AS F-J -A-H = - 4221 C H-S1 = 3480 C JT TYPE PLATF. SIZE X Y 1. TRUSSES MANUFACTURED BY - t4 Hip System Field Notes LUMBER STRESS INCREASE: 15.0% -S1-I = 3480 C I-B = 3120 C A 2002 4.00 X 8.00 7.3 3.5 TRUSS-TECH, INC: ICE Important Floor Truss Notes = ' REPETITIVE MEMBER STRESS USED. B-J 312: C J-S2 = 6588 C B� I 2. CONFORMS TO TPI-85. (,� Truss Placement Drawings(if supplied) _ _ - - S2-K = 6588 C K-C - 8222 C C *2-!PLATES ON EACH SIDE* 3. ALLOW FOR HORIZONTAL LATERAL BRACING: BOTTOM CHORDS #3 2101. E 5.00 X12.00 11.6 3.7 MOVEMENT AT JOINT C �IYQ�.�� F!�1�V APPROVALTOP CHORD - CONTINUOUS A-G = 3, '5 T G-E = 3775 T #2 2500 3.00 X 8.00 3.1 5.7 4. PREVENT TRUSS ROTATION ATMd BTM CHORD- CONTINUOUS E-F = 2208 T F-D = 6066 T E 5151 6.00 X10.00 CTR CTR ALL BEARING LOCATIONS. 11:7-4 I II VE REVIEWED THIS SHOP DRAWING AND FIND ONE BRACE - I-F D-K D-L = 7570 T L-C = 7570 T F 1070 5.00 X12.00 CTR CTR. 5. ANCHOR TRUSS FOR A TOTAL THAT ALL DR.AENSIGNS ARE ACCURATE AS TWO BRACES - F-J WEBS G 1001 2.00 X 4.00 CTR CTR HORIZONTP%12'65?V(549,,3 50 LBS t-C DETAILED.OR AS NOTED HEREON.I UNDERSTAND TRUSS SPACING - 24.0 IN. G-Y. = 137 T H-E = 763 C H. 1050 4.00 X 5.00 CTR CTR ee`��P��N OF C. •a• Op '7 1HAT THE TRUSSES WILL BE MANUFACTURED E-I = 255 .0 I-F = 378 c 1 1050 4.00 X 5.00 CTR CTR ��..qq` _ . �°�yC ��s�0£,_N PER THIS DRAWING AND ACCEPT RESPONSIBILITY LOADING LIVE DEAD (PSF) F-B = 2174'T F-J = 3991 c J 1050 5.00 XI0.00 CTR CTR Ga Qv�� f:Q4? ACTUAL FIELD-FIT AND SUITABILITY OF THE TOP CHD 35.0 7.0 D-J = 3488 T D-K = 1461 C - K 1050 4.00 X 5.00 CTR CTRes RUSaES. BTM CHD .0 10.0 L-K = 149 T L 1001 2.00 X 4.00 CTR CTR m • two TOTAL 35.0 17.0 52.0 S1'1100 5.00 X 6.00 CTR CTR a ;~ 30269 0 -rl A DL+LI. DEFL .91" AT D S2 1100 5.00 X 6.CG .CTP CTR . • : y LL DEFL = .61" ( S/360 • a DL+LL HORZ = .51" AT C +i •. R Q e° .' ' �_...___........-..,_r......- S/DL+LL DEFL=582 S/DEPTH= 4.0 00,'0�°.•FGIS�TE��e°�((w°, AUG 2 8 1989 C SL 29-U7-03 B SL 24-07-03 V r� Truss Tech Inc. Z P.O. BOX 725, OLD ZOAR ROAD 5XI0� W M STEVENSON,CONNECTICUT 06491-0725 t2 � z :A (203)452-0111 6 I( Sx6� i SZ\ NOTICE: i ST II O This truss designed at request and specification of customer as an individual building component,in a vertical I O z plane; to be incorporated into building design at the ,11-08-00 Q.x5 4x5 O specification of building designer. Bracing shown is for _ , / \ _ K. lateral support of individual web members only.Additional temporary bracing to insure stability during construction is _ --- the responsibility of the erector. Additional permanent bracing Of the overall structure is the responsibility of the ( D building designer.Design and materials are in accordance with latest editions of NDS and/or TPI specifications.For general guidance regarding storage,erection and bracing, 4x8= \ - 3 consult Bracing of Wood Trusses,and Recommended A �� E L C Code of Standard Practice available from Truss Plate -_� 5x12= ° 2x411 Institute,583 D'Onofrio Drive,Madison,WI 53719. - • IMPORTANT NOTES G E 1'2 I3 0 O 1. Provide copies of this truss design to the building 2x4II 6x10- designer and erection supervisor. _GL( - x 2. Top chords must be sheathed throughout or purlins provided at spacing prescribed. O TC O 7-04-14 6-07-14 7-11-04 6-OS-00 7-03-00 i 8-01-00 3. Bottom chords require lateral bracing at 10ft.spacing . BC 7-04-14 6-06-02 7-11-08 6-11-04 7-03-00 7-11-04 9) if no ceiling is installed, unless otherwise noted. Anchorage and/or tie-in components are the respon- 44-00-00 sibility of others unless shown. H 4. ® designates 2X4 bracing fastened to each Z �a member with two(2)10d nails. CSI SIZE LUMBER 1.15FB SUPPORT CRITERIA PLATING CONFORMS TO TPI PLATES - 16 GAUGE PTH G" 5. Do not stack construction materials on floor or roof - TOP .96 2X 6 NO2DSP15 1750 JT REACT WIDTH JT REACT WIDTH BOCA REPORT 86-93 GRIPPING 476-386 PSI PER PAIR that induce loading on truss greater than designated BTM .91 2X 6 NO2DSP15 1750 LBS IN-SX LBS IN-SX HYDRO-AIR ENGINEERING, INC. INCLUDES 15.0% INCREASE 00 loads. WBS .87 2X 4 NO3SP15 975 A 2257 3- 8 C 2257 3- 8 GRIP BASED ON SYP LUMBER TENSION 1624- 943 PLI PER PAIR x 6.: Do not cut or alter truss without.prior approval of WDG@C 2X 4 NO2DSP15 PLATES - 20 GAUGE PTX SHEAR 1329- 739 PLI PER PAIR Truss-Tech,Inc. 7. Buildingdesigner onsibletoinsurethatloading _ EXCEPTIONS: LEFT RIGHT GRIPPING 510-434 PSI PER PAIR �~ 9 P shown hereon is applicable to building and use. B-J 2X 6 NOIDSPI5 21b0 HEEL lIN - 13SX 1IN - 13SX INCLUDES 15.0$ INCREASE JT TYPE PLATE SIZE X Y 8' Care should be exercised in handling,erection and J-S2 S2-K K-C SAME AS B-J 'PENSION 864- 553 PLI PER PAIR D 6050 9.00 X10.00 CTR 5.0 -..: installation of trusses. D-L L-C SAME AS B-J MEMBER FORCES (LBS) SHEAR 956- 548 PLI PER PAIR 9. For additional design and erection information refer to F-J 2X 4 NO2DSP15 2050 TOP CHORDS NOTES: the enclosed information sheets: D-J SAME AS F-J A-H = 4221 C H-S1 = 3480 C JT TYPE PLATE SIZE X Y 1. TRUSSES MANUFACTURED BY - .` How To Read A Drawing -LUMBER STRESS INCREASE: 15.0% S1-I = 3480 C I-B = 3120 C A 2002 4.00 X 8.00 7.3 3.5 TRUSS-TECH, INC. . Hip System Field Notes - REPETITIVE MEMBER STRESS USED. B-J = 3124 C J-S2 = 6588 C B 2. CONFORMS TO TPI-85. Important Floor Truss Notes. Truss Placement Drawings(if supplied) S2-K = 6588 C K-C = 8222 C C *2-PLATES ON EACH SIDE* 3. ALLOW FOR HORIZONTAL LATERAL BRACING: BOTTOM CHORDS #1 2101 5.00 X12.00 11.6 3.7 MOVEMENT AT JOINT C TOP CHORD - CONTINUOUS - A-G = 3775 T G-E = 3775 T #2 2500 3.au X 8.00 3.1 5.7 4. PREVENT TRUSS ROTATION AT '• _ BTM CHORD - CONTINUOUS E-F = 3208 T F-D = 6066 T E 5151 i6.00 X10.00 CTR CTR ALL BEARING LOCATIONS. ,�--- : .ti -yam'i�/JTJ�1��; ONE BRACE -� I-F D-K D-L = '7570 T L-C = %570 T F 1070 5.00 X12.00 CTR CTR 5. ANCHOR TRUSS FOR A TOTAL h3 �'I� r'i�N♦ - G 1001 2.00 X 4.00 CTR CTR HORIZONTA,LejLOr7�D°p00g, 350 LBS e-C 7 t�iG ` TWO BRACES - F-J WEBS eaa TRUSS SPACING - 24.0 IN. G-11 = 131 T H-E 763 C H 3.050 4.00 X 5.00 CTR CTR 4��4.414" '�4 OF",S'�q��i® F'j! :�f1ED Tr-1f$�F�DP DRAVJ!!�G AND FIND E-I = 255 C I-F = 378 C oee ,4,�/ i:•,C ALL CI'VIF $IOf�S ARE ACCURATE A$ I 1050 j 4.00 X 5.00 CTR CTR 4��6� a� L ['u• Grs fic7h.I�E�,OR AS �OTED!iEREJ�I.1<}iVDERSTi+IdD LOADING LIVE DEAD (PSF) F-B = 2174 T F-J = 3991 C J 1050 15.00 Y.10.00 CTR CTR ��`e€ c TOP.CHD 35.0 7.0 D-J = 3488 T D-K = 1461 C K 1050 j 4.00 X 5.00 CTR CTR W{A�yUFACTURED THAT THE TRUSSES WILL E� BTM CHD C 10.0 =L-K 149 'f L 1001 2.00 X 4.00 CTR CTR rs F" s N e -ER THIS DRAWING AND ACCEPT RESPOtiSIBiLITY TOTAL 35.0 10.0 52.0CTR ;C;R ACTUAL FIELD FIT AND SUITABILITY OF THE Si 1i00 5_0o x 6.0o CTR d e 6 No. 30269 DL+LL DEFL = .91" AT D S2 1100 ! 5.00 X 6.00 CTR CTR 3 o m RUS,E�. c r LL DEFL = .61" < S/360 v AirDL+LI. HCRZ = .51" AT C e° O� ,� APPROVED BY: S/DL+LL DEFL=582 S/DEPTH= 4.0 eA�®'d °°RFGISTERE%°° � AUG 2 8 1989 ' , Ci e `. Truss Tech Inc. ,,,_ SI, 24-07-03 / B SL 24-07-03 LP (' P.O. BOX 725, OLD ZOAR ROAD / 4x6: j i1 STEVENSON, CONNECTICUT 06491-0725 I 4x5 ! J �1 (203)452-0111 I 12 I L' Sx6� s 2 NOTICE: I 6 r 5x6 I 10 This truss designed at request and specification of i S1. customer as an individual buildingcomponent,in vertical I 7 plane, to be incorporated into building design at the _ - '-1-^v8-CO 4x5 \ _LI �/ I 8alb� specification of building designer. Bracing shown is forI lateral support of individual web members only.Additional - \ �' r temporary bracing to insure stability during construction is .` the responsibility of the.erector. Additional permanent - / -� jt1 bracing of the overall structure is the responsibility of.the \ �/ l/ D L�`�. I, 'T building designer.Design and materials are in accordance r I \ rti with latest editions of NDS and/or TPI specifications.For 8x,1 Y.I i1�„ �� general guidance regarding storage,erection and bracing, I A // IZ L \� C consult Bracing of Wood Trusses,and Recommended 2x4 / Code of Standard Practice available from Truss Plate \} ��' 4 2 II Institute,583 D'Onofrio Drive,Madison,WI 53719. G E o,- , h )5/Ln G �% M Q L:I IMPORTANT NOTES 2 2x411 5x8= 31 1. Provide copies of this truss design to the building �'p� �-�/�3 4x12� i designer and erection supervisor. ��-'dI-�P$ ----7 ";��J✓'D'� i 2. Top chords must be sheathed throughout or purlins TC 2400 1 7-04-14 6-01,-14 -i 7-.11-04 - 6-O8-00 7-03-00 8-01-00 provided at spacing prescribed. BCr 7-04-14. 6 O6-C2 7-11-08 6-11-04 7-03-00 4-T1-12 2-11-08 rA 3. Bottom chords require lateral bracing at 10 ft.spacing r if no ceiling is installed, unless otherwise noted. - Anchorage and/or tie-in components are the respon- 44-00-00 sibility of others unless shown. - FHI 0. 4. ® designates 2X4 bracing fastened to each 7 W member with two(2)1 Od nails. CSI SIZE LUMBER 1.15FB MEMBER FORCES (LBS) PLATING CONFORMS TO TPI NOTES: E- 5. Do not stack construction materials on floor or roof TOP .89 2X 6 NO2DSP15 1750 TOP CHORDS BOCA REPORT 86-93 1. TRUSSES MANUFACTURED BY - G" that induce loading on truss greater than designated BTM .74 2X 6 NO2DSP15 1750 A-H = 3859 C H-Sl = 3118 C HYDRO-AIR ENGINEERING, INC. TRUSS-TECH, INC. con loads. WBS .95 2X 4 NO3SP15 975 Sl-I = 3118 C I-B = 2676 C GPIP BASED ON SYP LUMBER. 2. CONFORMS TO TPI-85. •� , 6. Do not cut or alter truss without prior approval of EXCEPTIONS: B-J = 2681) C J-S2 = 5229 C PLATES 20 GAUGE PTX 3. PREVENT TRUSS POTATION AT Truss-Tech,Inc. K-M 2X 4 NO2DSP15 2050 S2-K - 5229 C K-C = '1605 T GRIPPING; 510-434 PSI PER PAIR ALL BEARING LOCATIONS. JJ 7. Building designer is responsible to insure that loading LUMBER STRESS :INCREASE: 15.0% - BOTTOM CHORDS - INCLUDES 3.5.0% INCREASE 4. ANCHOR TRUSS FOR A TOTAL i shown hereon is applicable to building and use. REPETITIVE MEMBER STRESS USED. A-G = 3451- T G-E = 3451 T -TENSION ! 864- 553 PLI PER PAIR HORIZONTAL LOAD OF 350 LBS 8. Care should be exercised in handling,erection and installation of trusses. E-F _- 2874 T F-D - 4515 T SHEAR 956- 548 PLI PER PAIR LATERAL BRACING: D-L = 4575 T L-M 4575 T 9. For additional design and erection information refer to = 1 the enclosed information sheets: TOP CFORD - CONTINUOUS M-C = 1476 C JT TYPE PLATE SIZE X Y 1 How To Read A Drawing BTPI CHORD -- CONTINUOUS. WEBS - A 2001 5.00 X 6.00 6.6 4.1 Hip System Field Notes ONE BRACE - I-F G-H = 137 T H-E = 763 C B Important Floor Truss Notes TWO BRACES - F-J K-M E-I = 174 C I-F = 463 C C 2103. 4.00 X 6.00 9.1 - 3.4 Truss Placement Drawings(if supplied) TRUSS SPACING - 24.0 IN. F-B = 1776 T F-J = 2938 C D 6050i 8.00 X12.00 CTR 5.7 • A-J = 2412 T A-K = 233 T E 5151 5.00 X 8.00 CTR. CTR f.,. ..�.,..e < t,�.r; ,-, APPROVAL + LOADING LIV DEAD (PSF) L-K 123 T K-M 7015 C F 1070 4.00 X17..00 CTR CTR °°t°tcusii I iL�-':xm 11' >.7 TOP CHD 35.0, 7.0 r G 1001 ; 2.00 X 4.00 CT'P. CTR ♦ OF A?�5��'�� I 1..,t REVIEWED TFiI ,°SHOP Cni-�`!'.�In!fi�fN�;Flf-i. BTK CHD .0 10.0 - - DL+LL DEFL = .59': IN .B-J H 1650 4.UO X 5.00 CTR CTR ♦ �(,Q` s•9�+�', •may ♦ ••••..1• f: 'A7 kLl- Dl.P.AEN$IGt.S ARE fCC,.JRP,TE A. TOTAL 35.0 17.0 52.0 LL DEFL = .39" < S/360 I 1050 4.00 X 5.00 CTR CTR eeee��•y�. (B('�•e:(i � i D1_77AiLED G'?AS NOTED HEREOF!.I IJNDET,'l r f f! DL+LL HGRZ = 33" AT M J: 1050 4.00 X 6.00 2.1 CTR �g�u`Z` 9i0••�A + Trani 1HE T�'USSES V41LL BE MANUFACTURU SUPPORT CRITERIA LL DEFL (CANT) = .07" < C/180 R 1073i 8.00 X16.00 CTR CTR THAT TN DRAWING AND ACCEPT P�.N:IBILIT JT REACT WIDT1C JT +REACT WIDTH S/DL+LL DEFL=838 S/DEPTH= 3.7 L. 1001 2.00 X 4.00 CTR CTR r ,L 1 .'L!,^;L F1ELD-FIT AND SU1TAfaiLITY OF TH LBS Yid-SX LBS IN-SX M 1001 , 4.00 X12.00 CTR CTR . NO. �,026(� S. A 2107 3- 8 M 2437 3- 8 S1 1100 5.00 X 6.00 CTR CTR S2 1100 5.00 X 6.00 CTR CTR LEFT I:IGH. m i ,o'•.�'FGISTERso �<��.•ee �+ HEEL 1IN - 13SX 1IN - 1,:::i: Ah _�___----•--��._..-----......r;.:,.:_:_�'-_Y�.:.��.__._-.:` ' i iceill A U G 2 1989 - i 22-bc7_w) p 6x I O= 0 SL 8-o6-05 12 B SI. 24-o7-03 Truss Tech Inc. U1 z P.O. BOX 725,OLD ZOAR ROAD � N W, STEVENSON, CONNECTICUT 06491-0725 f (203)452-0111 5x6i A f � NOTICE: I 0 }d This trus s u s designed at request and specification of y c6� customer a an individal building component,in a vertical I `l plane, to be incorporated into building design at the I i I d Z specification of building designer. Bracing shown is for lateral support of individual web members only.Additional - 11-08-O temporary bracing to insure stability during construction is ►� the responsibilityof the erector. Additional permanent ( I 4x5� bracing of the overall structure is the responsibility of the H building designer.Design and materials are in accordance I u ~ with latest editions of NDS and/or TPI specifications.For I! general guidance regarding storage,erection and bracing, consult Bracing of Wood Trusses,and Recommended 1 y\ Code of Standard Practice available from Truss Plate ` \_ I 7n10 �` I i 0 Institute,583 D'Onofrio Drive,Madison,WI 53719. IMPORTANT NOTES �_ / 1 6x12= 1. Provide copies of this truss design to the building \I _ 2x411 designer and erection supervisor. 2. Top chords must be sheathed throughout or purlins �. 3 L N '� _ provided at spacing prescribed. - .- - G - E 4.04 I 12 Z 3x411 5x10= 12 0 0 3. Bottom chords require lateral bracing at 10 ft.spacing - I 0 02 if no ceiling is installed, unless otherwise noted. 12-d-7- w Anchorage and/or tie-in components are the respon- ( 0 sibility of others unless shown. TC 7-07-08 7-04-05 7-03-13 7-03-14 O 4. ® designates 2X4 bracing fastened to each BC 7-11-00 9-01-08 5-04-14 7-02-02 � W member with two(2)10d nails. Q1 5. Do not stack construction materials on floor or roof _ 29-07-08 / �, that induce loading on truss greater than designated - �7 N loads. to 6. Do not cut or alter truss without prior approval of CSI SIZE LUMBER 1.15FB LEFT RIGHT PLATING CONFORMS TO TPI NOTES: Truss-Tech,Inc. TOP .81 2X 6 NO2DSP15 1750 HEEL 1IN - 13SX BOCA REPORT 86-93 1. TRUSSES MANUFACTURED BY 7_,t-Building designer is responsible to insure that loading g 9 BTM .91 2X 4 NO2DSP15 2050 HYDRO-AIR ENGITlEERING, INC. TRUSS-TECH, INC. shown hereon is applicable to building and use. WBS .78 2X 4 NO3SP15 975 MEMBER FORCES (LB.S) GRIP BASED ON SYP LUMBER 2. CONFORMS TO TPI-85. 8 Care should be exercised in handling,erection and WDG@C 2X 4 NO2DSP15 TOP CHORDS PLATES - 20 GAUGE PTX 3. END VERTICAL(S) NOT installation of trusses. LUMBER STRESS INCREASE: 15.0% F-B = 884 C B-A = 888 C GRIPPING 510-434 PSI PER PAIR DESIGNED FOR WIND EXPOSURE. '.91,.'For additional design and erection information refer to REPETITIVE MEMBER STRESS USED. A-S1 = 3663 C S1-If = 3663 C INCLUDES 15.0% -INCREASE 4. ANCHOR TRUSS FOR A TOTAL '..N the enclosed information sheets: How To Read A Drawing H-C = 5008 C PENSION 864- 553 PLI PER PAIR HORIZONTAL LOAD OF 362 LBS Hip System Field Notes LATERAL BRACING: BOTTOM CHORDS SHEAR 956- 548 PLI PER PAIR Q Important Floor Truss Notes TOP CHORD - CONTINUOUS G-E = 0 T E-D = 2388 T Truss Placement Drawings(if supplied) BTM CHORD CON - 4601 T I-C = 4601 T JT TYPE iPLATE SIZE X Y CONTINUOUS D-I =- ONE BRACE - G-F - - WEBS A 1010 5.00 Y. 8.00 CTR CTR °1y TWO BRACES - E-A G-F = 1489 C F-E = 1106 T B 3201 6.00 X10.00 CTR CTR eysaeea000aoo 5�3�1P DRAWING APPROVAL TRUSS SPACING - 24.0 IN. E-B .= 169 T E-A = 2115 C C' 2102 6.00 X12.00 2.9 3.0 �aoaOe�P�jH OF/( S`Oaoo O I HAVE REVIEWED THIS SHOP DRAWING AND FIND = _ °o o®o o Sq oo A-D 2367 T D-H 1208 C D oo THAT ALL DIMENSIONS ARE ACCURATE AS LOADING LIVE DEAD (PSF) I-H = 129 T E 5170 5.00 X10.00 CTR 2.4 �'��00-0 L. Lac,, oyG�G K a � OETA►LED,OR AS NOTED HEREON.1 UND£RSTANO TOP CHD 35.0 7.0 F 4110 +� 5.00 x 6.00 2.7 CTR O�®per ��a THAT THE TRUSSES WILL BE MAKWACTURED BTM CHD .0 10.0 DL+LL DEFL = .76" IN E-D G 4000 ! 3.00 X 4.00 CTR CTR r'a PFR THIS DRAWING AND ACCEPT RESPONSIBILITY TOTAL 35.0 17.0 52.0 LL DEFL = .33" ( S/360 H 1050 4.00 X 5.00 CTR CTR FOR ACTU/L FIELD-FIT AND SUITABILITY OF THE DL+LL HORZ = .32" AT C I 1001 2.00 X 4.00 CTR CTR O. 0269 ° ® C"q TRESSES. . SUPPORT CRITERIA S/DL+LL DEF'L=473 S/DEPTH= 2.6 S1 1100 5.00 X 6.00 CTR CTR JT REACT WIDTH JT REACT WIDTH a-1 i65 IN-SX LBS IN-SX q u® nFn, , ED BY. G 1553 3- 8 C 1553 3- 8 ,''o.SS/ONAL B D G 2 4-1 O 7.,3 I--r z DG 13-11-04 12 ° Truss Tech Inc. 6 P.O. BOX 725, OLD ZOAR ROAD i r 2U :A STEVENSON,CONNECTICUT 06491-0725 I D j ! O rd (203)452-0111 —. ` NOTICE: IT CO Z - This truss designed at request and specification of customer as an individual building component,in a vertical plane, to be incorporated into building design at the - 11--08 .specification of building designer. Bracing shown is for _I f Wa - I W4� I f 'lateral support of individual web members only.Additional J ' I .73 ) ! W3 I I I 1 temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent '-) W2 I I I W2 W1 W9 i I i Fr1 bracing of the overall structure is the responsibility of the r0 i- building designer.Design and materials are in accordance `J I I. I I I W 1 O I I I \ 2 L I with latest editions of NDS and/or TPI specifications.For ( 1 i i ( W 11I I Q' general guidance regarding storage;erection and bracing, i consult Bracing of Wood Trusses,and Recommended I I I Code of Standard Practice available from Truss Plate I ( I I W13 Q [z]! Institute,583 D'Onofrio Drive,Madison,WI 53719. ' I I I !• 14 � !W15 IMPORTANT NOTES - L 1. Provide copies of this truss design to the building -- designer and erection supervisor. E - B1 L _ 31 R C T co 0!.. 2. Top chords must be sheathed throughout or purlins A O U)'I provided at spacing prescribed. 00 0 3. Bottom chords require lateral bracing at 10 ft.spacing _ 0 r• y if no ceiling is installed, unless otherwise noted. TC 7-07-08 22-00-00 O (=:> QI Anchorage and/or tie-in components are the respon- BC 7-07-08 22-00-00 sibility of others unless shown. f�l cy,4. ® designates 2X4 bracing fastened to each 29-07-08 �7 member with two(2)10d nails. �7 5. Do not stack construction materials on floor or roof - --- '----....-- --' that induce loading on truss greater than designated loads. cza 6. Do not cut or alter truss without prior approval of GABLE TRUSS NOTES - Truss-Tech,Inc. - U 1 •7. Building designer is responsible to insure that loading shown hereon is applicable to.building and use. - - 1 . REFER TO TRUSS MARK_ FOR QESIGN LOADS, CHORD GRADE C'"' ! 8. .Care should be exercised in handling, erection and t instauatlonoftrusses. AND SIZE, SPACING DIMENSIONS ETC. 9. For additional design and erection information refer to - the enclosed information sheets: How To Read ADrawing 2 . DESIGN ASSUMES CONTINUOUS BEARING. ALONG BOTTOM CHORD. o Hip System Field Notes- C� Important Floor Truss Notes Truss Placement Drawings(it supplied) - 3 . UNLESS NOTED, HEEL, PEAK, -SPLICE AND OTHER PLATES ARE THE SAME AS SHOWN ON. THE REFERENCED TRUSS. � y C:> _ GABLE WE ARE FASTENED ^1 O THE CHORDS WITH 1X.3 PLATES. C, a ' � r_ r� �6j�'cy ��' TiCAL`� EXCEEDING 7 ' -9" IN LENGTH REQUIRE A LATERAL On HAVE REV!EWED THIS ST OP DRAWING AND FIND eIN �4s:� /yq•�G�F��i 4. `DER � H T sir ALI_ DIMENSiO S jARE ACCI RATE AS o BRACE AT MID-HEIGHT. �� Ir1 rl I ON, SNOTEDIiEFE0N IUNDERSTnr,ID e �,/:N i T I 1 TRUSSES USSES WILL BE I`"3NU`AC LIRE) °' � �• � � ` RA:','ING AND ACCEPT R P0N;16,L. 'Y� 69 5 . GABLE I S NOT DESIGNED FOR LATERAL WIND LOADS. SUCH LOADS A U L FIELD-FIT AND SUITABILITY OF T1_11E MUST BE ACCOMODATED BY LATERAL BRACING SPECIFIED BY THE DESIGNER nF THE BUILDING.. F r" ° AUG 2 8 1989