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0245 OLD YARMOUTH ROAD
1 i ,� i i 1 e 1 r t - � C"`y Q � `� c� (� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ppl�n # Health Division Date Issued -12` S- 0� Conservation Division Application Fee (00 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Z-q S CIL ib VA-P P4_ U—ji+ R 6,4.b Village 14 lyA-Aj Ali S Owner A VL--L-1 NO k-O PI.5 Address 21 w 1-4"1 TM.A-P_ Telephone �J o�- -M - S M49 SI z�, k4 r L-t- , MA Permit Request LLIf�Si7a LL� R v D ��-G-�-v �h M 2OOF l© Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay roject Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach ipportinoocgentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure r `� C Historic House: ❑Yes C�.Pdo On Old King' Highway: ❑As tdNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other a w f„ 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 ❑ Commercials ❑ No If yes, site plan review# Current Use c°�'`�"� �"-'2c 1 L_- Proposed Use 6 0 A4 /T L. APPLICANT INFORMATION - -- (BUILDER OR HOMEOWNER) Name PAy CA?_ A-A_ t So�y Telephone Number Address 1 O 3i M A-t iv nr. License # GS — /O 8 /6- MA v26 S�S" Home Improvement Contractor# f U 3 y Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 'W" &UTH SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# a DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE r OWNER DATE OF INSPECTION: F0.UNDATION!' FRAME INSULATION::. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL a FINAL BUILDING - - '= DATE CLOSED OUT ASSOCIATION PLAN NO. " The Commonwealth of Massachusetts Department oflndust>'alAccidents i— Office of Investigations ' 600 Washington Street - , Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Leeibly Name(Business/orgmization/Individual): ��'�/L J, G'q Z E fl c C_i Address: tau S i City/State/Zip: ©S 7C—A'_V1 L L.C , M,A Phone#: 6' O �f -7 Are you an employer?Check the appropriate bog: Type of project(required): 1. am a employer with 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet.. 7. 0 Remodeling ship and have no employees These sub-contractors have g. 0 Demolition and have workers'employees ha workrug for me m any capacity: � 9. ❑Building addition [No workers' comp.insurance comp.insurance. required] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 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 13..aOther /2cP c� of employees. [No workers' comp.insurance required.] *Any applicant that cheeks box#1 must also fill out the section below showing then 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. $Contractors 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 isproviding workers'compensation insurance for my employees. Below is the policy and joh site information. Insurance Company Name: L/-I //V O Q P Policy#or Self ins_Lic. Expiration Date: F• !O- 1S- Job Site Address: `'t S yA�t City/State/Zip: H`t p'Na!1 S 02601 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 MCL c. 152 can lead to the imposition of criminal penalties of a fine up to$1.500.00 and/or one-year imprisomment,as well as civil'penalties in the form:of a STOP WORK ORDER and a fine of tip.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 certify under the pains and penalties of perjury.that the information provided above is true and correct Sianahue T Date: Phone Qjicial use only. Do not write in this area,to he completed by city or town of ciaL City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other . Contact Person: Phone# ACORO® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F8/7/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER DOWLING &O'NEIL INSURANCE AGENCY INC NCO AME CT 973 IYANNOUGH RD PHONE FAX PO BOX 1990 c o E t: A/C. /C No HYANNIS, MA 02601 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: LM Insurance Corporation 33600 INSURED INSURER B: PAUL J CAZEAULT&SONS ROOFING INC 1031 MAIN STREET INSURER C: OSTERVILLE MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 21146142 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 ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYYI (MM/DD/YYYY1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) $ ME EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECT LOC PRODUCTS-COMP/OP AGG $ EC PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED P BODILY INJURY eracc accident) $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC5-31 S-386670-013 8/10/2013 8/10/2014 _/ STATUTE ER H AND EMPLOYERS'LIABILITY Y/N WC5-31 S-386670-024 8/10/2014 8/10/2015 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1000000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers'compensation coverage CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (� LM Insurance Corporation ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERT NO.: 21146142 CLIENT CODE: 1614182 Lucy Garfield 8/7/2014 2:44:49 PM (EDT) Page 1 of 1 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 103714 Type:, Supplement Card PAUL J. CAZEAULT & SONS, INC s Expiration: 7/9/2016 RUSSELL CAZEAULT 1031 MAIN ST . .:'.:,. OSTERVILLE, MA 02658 r Update Address and return card.Mark reason for change. SCA 1 E5 20M-05/11 Ej Address ❑ Renewal Employment Lost Card V I0 Cu/7LY1269LCU6CLC��0����LJOCLC�GI,JGCCJ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only SOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ,. Office of Consumer Affairs and Business Regulation Registration::103Z:14:, Type: 10 Park Plaza-Suite 5170 Expiration ,�7/g/2016 _!' Supplement Card Boston,MA 02116 PAUL J.CAZEAULTY;&`SONS,`INC� RUSSELL CAZEAULT 1031 MAIN ST OSTERVILLE,MA 02658 Undersecretary Not valid withoukEnature 1t Massachusetts -Department of Public Safety Board of Building Regulations and Standards �. Construction Super%isor i License: CS-108157 -, f RUSSELL CAZEAULT 2071 MAIN STREET 'V" ) Brewster MA 026'31 Jj 1 x Expiration Commissioner 11/23/2018 .I i Property Owner Must Complete & Sign This Form If Using a Roofer 1' Builder. (print) A ve L1 N d Z-G PE S , as Owner / Agent of the subject property hereby authorizes Paul J. Cazeault & Sons Roofing Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for.- Address of Job Signature of Owner <' Mailing Address of Owner 'Z f , �4 A D—L6"4 Telephone # Date 1 / '-7 / ►S Please return this form to Paul J. Cazeault Roofing along with your signed contract. It is needed for us to obtain the building permit required by your town to complete your roofing project fax#508-420-4555 office@cazeault.co.m YOU WISH TO OPEN A BUSINESS? For Your Information.; Business certificates (cost$.:. .00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate.that is required by law. x DATE: Fill 'n please: APPLICANT'S YOUR NAME/S: bU1 a d'� g BUSINESS YOUR HOME ADDRESS: y N �� S- t ? TELEPHONE # Home Telephone Number ,: Pp .NAME OF CORPORATION: NAME OF NEW BUSINESS bZ� Y`n � ��h Yn;GttPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO - J ADDRESS OF BUSINES `_ 01 4 —I1iZm nNNis VIC\' MAP/PARCEL NUMBER (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM ER'S OFFIC This individu' I ha n ' fo;ky ermit re uirements that pertain to this type of business. Aft orized Sign ure** COMMENTS: 2: BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** _ COMMENTS: r� _ . 1 �� ! i �� � v� , ; � ,_ __- , TOWN OF BARNSTABLE 60 DAY TEMPORARY CERTIFICATE OF OCCUPANCY BLDG.PMT#.47127 PARCEL ID 344 033 GEOBASE ID 25019 ADDRESS 245 OLD YARMOUTH ROAD PHONE HYANNIS ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 51299 DESCRIPTION OCCUPANCY PERMIT TYPE -PTQ% TITLE OGCUPANCY PERMIT Cd� CONTRACTORS: g Department.of Health;Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00Ti1E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P'.(I�) * BARNSTABLF, + MAS& FD MA'S BUILDING DIVISION BY DATE ISSUED 01/26/2001 EXPIRATION DATE rO •]" . 'T 5 1^�f'lC \Y _ ��V PARCEL, ID 344 033 GEOBASE 11) 5019 ADMESS ....,245 OLD YARMIOUTH ROAD PHONE. LOT BLOCK LOT SI ZE ._ PI3A DEVELOPMENT' DIS`IRICT 14y pmgm11, 47127 DESCRIPTION" ! (SEPE��,TED) PERMIT TYPE -PA�3�' TITLI� aW3-rtDTNU PEPMIT ADDITION Cf�1�d'�PUIC` ORS: t KERSON, M.K. Department of Health, Safety R ` ' ' ' = and Environmental Services TOTAL FEES: $610.00 SINE 1� CONSTRUCTION COSTS $100,000.00 437 ONRE1$.,/N0NFT KP A..1YD/rO1q'V. I ' PRIVATL' P: f. "�BAItIvsTABI.E. +' , - MASS. 1639. BUILDINGf VISION'`, BY :DA':t V ISSUED 06/29/2900 EXPIRATION DATE j���,r ` THIS PERMIT CONVEYS NO RIGHT TO OCCUPY 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 FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS 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 MECH- . (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. ' e , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS tee ,mac— ties 2 ,fit � 2�.►P 1 `P ` .. 2 -Zoe. 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT !t•-6y6ero • 2 1 G - o j ` BOARD OF HEALTH 4f, _ OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME 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.. i f' ~ TOWN OF BARNSTABLE 60 DAY TEMPORARY CERTIFICATE OF OCCUPANCY BLDG.PMT#47127 PARCEL ID 344 033 GEOBASE ID 25019 ADDRESS 245 OLD YARMOUTH ROAD PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT- DISTRICT HY PERMIT 51299 DESCRIPTION 60 DAY TEMP.00CUPANCY PERMIT TYPE BT000 TITLE TEMP. OCCUPANCY PERMIT- CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P A * BARNSTABLE, • MASS. 039. EG Ml� BUILDING DIVISION BY DATE ISSUED 01/26/2001 EXPIRATION DATE _ter Department of Health, Safet3 and Environmental Services jtj n ' .. . .., . ;`a' '11 ,.:� � i. t '.i_!;'.I.i � lJt �•i:�1.1 i, �� •i!. `' ! z + BARNSIABLE, ! MA83. Ep�yVC! BUILDING-D''IVISION BY THIS PERMIT CONVEYS NO.RIGHT TO OCCUPY 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 WELLAS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMITDOES 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 MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 -��,(Z��;✓ J t � 2 2�n.A1 T�j • /�-� zL-r�'CJ — D � i 0-0 I �7 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT lt• 6y6on� 2 opr �] BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME 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. 157;2 TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 344 033- GEOBASE ID 25019 ADDRESS 245 OLD YARMOUTH ROAD PHONE HYANNIS ZIP - I LOT BLOCK LOT SIZE DBA-., DEVELOPMENT DISTRICT HY i PERMIT 81587 DESCRIPTION 40 SQ L&M'GLASS CORP PERMIT TYPE ' BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * 0_. +► BARNSTABLE, * ' MASS. 039. BUILDI D ISION BY DATE ISSUED 01/05/2066' EXPIRATION DATE TJ r d, Town of Barnstable IKE Tp� 4,60 I c � y�P tio* Regulatory Services 2 * Thomas F. Geiler,Director * BARNSTABLE Building Division' - prfo�y► Tom Perry, Building Commissioner lc''10H 200 Main Street, Hyannis,MA 02601 1ffice: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant: ' ( � L �0 Assessors No. Doing Business As: L A A � ' 01 L6Y Telephone No. Sign Location t StreetlRoad: L Zoning District:_T Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner; , 0� Name:- Telephone:_ ' :�-tlo J4 �- ►L to ,�Address: i. •,� ` INk _I`-�=+.. Villager Sign Con actor Name: `0 � ,� Telephone: \1 �� q Lt Address: ( Villager �{tPq tr Description Please draw a diagram of lot showing location of buildings.and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: pZC YT'/ Size:—,LA n Permit.Fee: I Sign Permit was approved:_ A//z' C Disapproved: r Signature of Building Official_ fln 1 41Date: y S i ac l 9 ��.�a Ems• ��k...y r�' % s,`�`Ptl, 'f g� a;,J. �w CA • ¢"�t Aw�y a�q y�. �'C�'. fy�'e R ,i}'s 1 � }., '�I� �`,� r � L r ?`"a"•. `'F,`"'"""., '�;� .''_ � rig, Y l � ��-.�}y�d a A(j may, �1s i��"'�S'�.,,��7 t � �',. Cry t�i ��'�{. ` �• ` _ �,,r 'J o �- � �o � 7f� � � V '- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 3 3 Permit# Health Division Date Issued �F // � P Conservation Division CAi& OG Fee���® �® Tax Collector Treasurer SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITIJ TITLE 5 Date Definitive Plan Approved by Planning Board c3 0 iloo ENVIRONMENTAL CODE AND TOWN REOULATiONM Historic-OKH Preservation/Hyannis Project Street Address yS o ov A d.m 15 kAS Village e 9� Owner 27 a r=i/A/(D 4 C> 6:IS Address Telephone SoFr 99k- 6'SW Permit Request aoo IV TioAl i o -Alp 0,— Square feet: 1st floor: existing proposed )VO-0 2nd floor: existing proposed Total new 616,00 Estimated Project Cost vivo, oDo Zoning District Flood Plain Groundwater Overlay Construction Type //7z&-TR c, Lot Size 2;:? 06 �' , Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes B'No On Old King's Highway: ❑Yes UrIvo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other 5)-,A 6 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 1 Heat Type and Fuel: -Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes O'No Fireplaces:Existing — New Existing wood/coal stove: ❑Yes Ll'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 E es ❑No If yes, site plan review# 4-; - q 7 Current Use s Proposed Use wr BUILDER INFORMATION Name A?.K` AV ICk 6-Pso,,� Telephone Number ykaSte" Address /,3 ` H)5 G ,i, License# C7►�'3S F� 0-)i e* �?iJ /1,k.c M 4 - ox&.s-s Home Improvement Contractor# /D 0 s'6 d Worker's Compensation# W,C- tAS- ya - 9�2 ALL CONSTRUCTION DEBRIS RES LTIN FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY r PERMIT NO. DATE ISSUED E MAP/PARCEL NO. r t Y ADDRESS •„"+;,� VILLAGE E n 'r OWNER : — DATE OF INSPECTION: FOUNDATION FRAME - — 1 INSULATION ;s FIREPLACE P41 q , ELECTRICAL: ROUGH_ t� . FINAL PLUMBING: ROUGH,-n x=, ;_� ' FINAL t.. GAS: ROUGHS •FINAL FINAL BUILDING 4 ' •f S i 1s yK' Y DATE CLOSED OUT ASSOCIATION PLAN NO. t y t i f The Commonwealth of Massachusetts Department of Industrial Accidents Office of/SON/ NOZONs 600 Washington Street Boston,Mass. 02111 , Workers Com ensation Insurance davit name location L2 I4 city Qu e,�s S phone# ❑ I am a homeowner performing all work myself. ❑ Lam a sole proprietor and have no one working in anv caoicitV :01/10 �, employer rovidin workers'co ensation for my employees working on this job.::::;::;::{:{;:<;;;:;>:;::;:;<::; ::;;:<:.«......::><:<:>::<::<;,; I am an p P g..........................mP.... :. : ::.::.:::::.:..:.::.: . :.::::::...:::..::.::::::::::::::.::::,::.......:::.:::.....:.:.::::::.::.::..:.::::::::::::::::::.::.:::. comaanv name '� sd are ss ................:::.........:::..:: .. one# >::::::......::::.::::::: :::<:>>><:>>.:::<:::<::::<:>: city ......: .'.�:'::.;:;:::�:�::::;:::�:>'�;:.;.::��::;;::.:...::.;;::::::::. : ::::�;;;::;:>;:;:2:::: '::::fit:;:<:?:;i::'::i::,>:::::;;::::;`:::::; 2:::::�:::;>:�: ���:�' �:�:::';::;::::: ���::`::`:::;:>:::�:;>:;•::s::�;:::;::.:;::>''�:; -: M. insurance co.. :;; ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have n workers' compensation polices: the fog mP............P .::.:.:::::.: :::::::.:.:...:..::::::::::::....:.::::::.:::...::............:.::::..:.::::::;.:::..:::.:::::::::....:::::.::::::::.;:.;; comnan V name: ;::;;:.:;i;.:;:.ao::::•:::>:;.:;._:.::<.;......... ................... ...:< :>:;.:>;:::>'>:{;:;: .... :::>':::<:::;'<:;::::{• :::...:.. i::ti::: i:;::;:•i:;::+i::•?rill:: : i:? 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I miderafand copy of this statement maybe forwarded to the Once Investigations of the DU for coverage verification. I do hereby certify the pains en of perjury that the inform adon provided above is&W..and coned Signature / Date 0(� _ Print name E04 Phone# ;ezl Y -------------------------------- ofncial use only do not write in this area to be completed by city or town ofdsl d or town petm"cense# ❑Building Department city QLicensing Board ❑check if immediate response is required ❑Selectmen's OMce _ ❑Health Department contact person: phone#; ❑Other O vued 9/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their. employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An emplo.ver is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. i'3' MGL chapter 152 section 25 also states that eve state or Iocal licensing agency shall withhold the issuance or renews: of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the-affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be retumed fo the Depaitrnent by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #:'(617) 727-4900 ext. 406, 409 or 375 it PHILBROOK ENGINEERING 107 BEACH STREET Project: L&M GLASS Expansion DENNIS, MA 02638 Project No: P00-16 1-508-386-8682 Date: 27 June 2000 GENERAL SPECIFICATIONS: Foundation & Building P00-16 -----------' -----------' --------------- ................... ....--------------- ------------------- --------------- --------------- 1. Certification is for foundation only 2. Use Group: S-1 Storage (Moderate Hazard) Construction Type: 2C (Unprotected, Non-Combustible) Metal 3. Construction Class 2C -Building Limits &Fire Protection: Addition Square Footage: 4,000 sq ft< 8,400 sq ft allowed by Tbl. 503 Total Building Square Footage: 8,500 sq ft> 8,400 sq ft allowed by Tbl. 503 Actual Eave Height: 20 ft< 30 ft allowed by Tbl. 603 Therefore area increase required, height increase not required Area Increase Allowance- 1 Side Totally Accessible 170 ftl 440 ft x 100 = 38%. 38% -25% = 13% Allowable Area Increase therefore 2 x 13% x 8,400 sq ft= 2,290 sq ft Allowable Area Increase Total Building Square Footage = 8,500 sq ft< 10,690 sq ft allowed IAW Para. 506.0 Fire Protection: Unit(Tenant) Separations - 1 hr(UL U305) Fire Protection: Building Separation -3 hr(GA ASW 2600 - USG) -see detail IAW Tbl. 706.2, further IAW Para. 707.6.1 the wall may terminate at underside of roof 4. IAW Para. 1603.1 the following Loads and Loading Factors were used: 1st Floor Live Loads: 260 lb/sq ft IAW Tbl 1606.1 - Heavy Storage Snow Loads: 25 lb/sq ft for Zone 1 Wind Loads: 21 lb/sq ft(Exp C, 90 mph) for Zone 3 Structural Systems - Braced Metal Building System r - =s % rtEig�x.�•.:x3'x .:a{ �'wa wn R bi.�r�4 - i AREA SEPARATION WALLS - a SYSTEM. DESCRIPTION SKETCH AND DESIGN DATA GA:FILE NO ASW 1205 �` *PROPRIETARY* 2 HOUR 45 to 49 FSTC .. : FIRE"" SOUND ;:. .: GYPSUM WALLBOARD, STEEL C-H STUDS One layer 1"x 24"proprietary type X gypsum panels inserted between 21/2"floor and ceiling J runners with H section of 21/2"proprietary vented C-H steel studs between panels.One layer'/2" proprietary type X gypsum wallboard or gypsum veneer base applied to each side with 1"Type S drywall screws 12"o.c. Sound tested with 1"mineral fiber insulation,3.0 pcf,in stud space.(NLB) PROPRIETARY GYPSUM BOARD Thickness: 4" United States Gypsum Company 1/2"SHEETROCKO Brand Gypsum Limiting Height: Refer to manufacturer Approx.Weight:9 psf Panels,FIRECODE8 C Core 1 SHEETROCKO Brand Gypsum Fire Test: UC 75075 Liner Panels Field Sound Test:BBN 750704,7 16 75 � =t: wPROPRIETARY*� �"�,x�, 2:H0UR ' ` 5 to'49.STC" ' GA $ASW 1215 FILE�NO � .,. FIRE. SOUND GYPSUM WALLBOARD, STEEL I STUDS One layer 1"x 24"proprietary type X gypsum panels inserted between 2 "floor and ceiling runners with tab-flange section of 21/2"steel I studs between panels.One layer '/z" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 1"Type S drywall screws 12"o.c. Sound tested with 11/2"glass fiber insulation friction fit in stud space.(NLB) PROPRIETARY GYPSUM BOARD Thickness: 3'/2" National Gypsum Company '/z"Gold Bond®FIRE SHIELD GTM Limiting Height: Refer to manufacturer Gypsum Wallboardd Approx.Weight:9 psf 1"Gold Bond®FIRE-SHIELD Fire Test: UL R3501,92NK22748, 9-15-93,Design U498; Shaftliner FM W13-2hr, 12-22-81, t Design WP-545 Sound Test: NGC 2617,7-27-82 i GA FILE NO:ASW-2600. PR t �; " OPRIETARY*s 3 HOUR, FIRE`:: GYPSUM WALLBOARD, STEEL H STUDS Two layers 1"x 24" proprietary type X gypsum panels inserted between 2"floor and ceiling runners with 2" steel H studs between adjacent pairs of gypsum panels.2" mineral fiber insulation,3.0 pcf,applied over each side and stapled to gypsum panels. (NLB) PROPRIETARY GYPSUM BOARD United States Gypsum Company 1"SHEETROCKO Brand Gypsum Liner Panels Thickness: 6" Limiting Height: Refer to manufacturer Approx.Weight:9.6 psf Fire Test: WHI-495-0393, 1-14-82 This Space Left Blank 96 *Contact the manufacturer for more detailed GA-600-97 information on nropriptary prods acts. n ,rl;J ua�,�vpunnd �:v 'o�c�Y _____ j I 11; - � . — _ R o $ a '- > ..:...-:. . p II; o I I I I d Iz II III 1 1 Ilf. I 'IT"• p I ' __ _ _ d i r . d I is ggy m 8 r ....... ----------------- ---------------- DL --------------- ..... ............. ""---------- ---------- ze ------------- --------- ------------------ --------- ---------- CO ME, ----------- -- 13 40 1 ----------------- ------ eea D.,W ZI 12 IZ;; ........ Lnfili .. rrpnwnnw.fwi 3.F F�OWM�W W Mt. W. Ilk 2 0 0 cavitywalls/test data acoustical performance partn. fire fire-rated construction / STC description&test no. type •.�1 rating description&test no. A /R FIRECODE"C"gypsum panels 47 Based on 1"sound atten.fire blankets in 2 hr. Cavity Area Separation Wall-1/2"SHEETROCK brand W cavi BBN-750704 —1"USG gypsum finer panels set betty ty— USG steel C-H studs 24"o.c.—single layer panels ea side appl vert&strew att—joints stag on opp sides&fin—perim caulked— wt 9 width 31k" U of C 6-23-75 B 2 hr.est Cavity Area Separation Wall—'h"SHEETROCK brand OR FIRECODE"C"gypsum panels— 50 BBN-750411 1"USG.gypsum liner panels set betw USG steel C-H studs 24"o.c.—RC-1 chan 24"o.c. screw an to side opp liner panels sound atten fire bikts—single layer panels ea side appl vert&screw att—joints stag on opp sides&tin—perim caulked— est.fire rating based on U of C 6-23-75 wt 10 width 4" 3 hr.est Cavity Area Separation Wall-5/a"SHEETROCK brand OR FIRECODE"C"gyps um panels 57 BON-730622 C —1"USG gypsum liner panels set betty USG steel C-H studs 24"o.c.—RC-1 chan 24"o.c. ER sound stain fire screw anel side opp lined ert&screw attHE2 layers opp de screw att to han-base layer ingle layer panels one side app appl horiz—face layer appl vert—joints fin—perim caulked—est.fire rating wt 14 width 47A" based on U of C 2-16-72 description Cavity area separation walls are used as a commonly shared Sound control of 50 STC is achieved with 1'/e"SAFB inserted in party wall and fire barrier with non-loading bearing framing. the stud cavity and RC-1 Resilient Channels screw-attached to They consist of USG Steel C-H Studs and 1"gypsum liner panels studs to isolate the face layer.A 3-hr.fire-rated assembly,with 1i/z" set in steel C-Runners and faced both sides with 1/2"SHEE'rROCK i yeB i nthe stud cavity,RC-1 screw attached to the channels,Channelsa STC sound Brand FfaEcooe"C"Gypsum Panels. control(see details). With 1"'THERMAFIBER Sound Attenuation Fire blankets(SAFB) in the stud cavity,47 STC sound isolation is obtained. details 21/2"USG scale: 11h" = 1"-0" rated assemblies steel C-runners 'h"x 3"gypsum panel cavity walls { varies roofing Tiller strip by code as required ram._ , i i f.. 2/z USG A 2 Hr.est.based THERMAFIBER �, `. 4 . steel C-runner on U of C 6-23-75 sound attenuation / 1' 1'i / _`a No.15 47 STC—BBN 750704 fire blankets ij it I f �. asphalt fell _ > l .1 exterior ;' l 4„ RC-1 surfacing — 1 1, USG resilient '1 metal trim channel ( - !: j B 2 Hr.est.based onUofC62375 roof parapet roof at rake end 50 STC—BBN-750411 THERMAFIBER { = `'7= sound attenuation two 2'/2"USG two 21ff USG ^ steel C-runners ) �f fire blankets steel C-runners 141/eroofing RC-1 C 3 Hr.est.based resilient . / varies -4-'c 1 ' \ ) 1 j as required channel on U of C 2 16 72 .,..,1 063 aluminum angle joist 1 = Lf• sealant 57 STC—BBN-730622 joist l clips attached to joist with 11/a"type W screws intermediate floor/ �1 exterior Intermediate floor pitched or flat roof �'. f surfacing _ � USG gypsum SHEETROCK brand W/R lh"SHEETROCK brand I' rfm� 1"USG gypsum ! ') FIRECODE"C" gypsum FIRECODE"C^ 1 sheathin gypsum panels g liner panel : .. panels each side USG gypsum sheathing _ 2'/2"USG 2 h USG steel steel C-runner 1 . 2'/2"USG ' " 1'. - J. No.15 - steel C-runners E-stud or C-runner asphalt ;1 1 wood i. f concrete J: r felt floor �I floor or 2 X 4 /T ' ✓ =-. -- I foundation wall �j � - - � wood studs f. ✓ sealant 'suitable �2'h"USG steel C-H Study} as required fasteners 24"o.c. 24"o.c.max. foundation exterior wall intersection exterior wall intersection i� —�- - -- ---- ------ - — -� - -- ----- -------- -- --,`� } ---------------------- -- - -----`--- , -T S l I I III II I II I 1 O l 'IY O u 1 1 I I "I II b II �I l I I �I II I I III o o. 10v- H--� 111 I I l i C S '-n E I I Il I I I I li i N I A � 4 �: ------------ — ----- --- r ------— -- b. o H _ I :Qe s ----------------------------- I Y y1L UPAWInGIYYk m� Povnd.tlun PUu i�y°Fe+a x.w SIJtkI tiQh1gK; A ( 00 ----------- -- ------ ------------- -------------------------------- ❑ 'all HIM I bill i it I I -----------------r---------------- ........... 32- -------- ---------- ---------------------------- ......... 10 Z.,---------- ------------4�4-- ------- ---------- ------------ Hill YYn A200 SPIRCO0 TM SPIRCO MANUFACTURING IS ADIVISION 3861 OLD GETWELL•MEMPHIS,TENNESSEE 38118•(901)365-6900•FAX:(901)363-6795 OF METAL BUILDING PRODUCTS INC. 2-May-00 Ref. 3116 CROSSEN CONSTRUCTION Job Location: L&M GLASS P.O.BOX 1114 ROSARY LANE DENNISPORT,MA 02639 HYANNIS,MA Building Size: 50'X 80'X 16', 1:12 Gentlemen: This is to certify that the above referenced building has been designed in accordance with the American Institute of Steel Construction(RISC 9th edition)and the American Iron and Steel Institute(AISI 96 edition)specifications and good engineering practice. All welding is per the American Welding Society(AWS, 1996)specifications. Erection shall be in accordance with the"FOR CONSTRUCTION"sealed erection plans. Loads are applied in accordance with the 1995 6th edition of the Massachusetts State Building Code. The building is also designed in accordance with the information provided in the signed Order Document and per authorized changes to such document. Design loads were provided by customer. Roof Loads Dead Load: Metal Building Structure Only Wind Load: 100 mph ,Imp. Factor 1.0 , Exp. C Live Load: 20.0 psf (Tributary area reduction allowed) Ground Snow 25.0 psf Exp. Ceoff.,Ce: 1.0 Collateral Load: 1.0 psf Live Load Based on Tributary Area:. 0 200 sq.ft: 20 psf,201 - 600 sq.ft:16 psf, Over 600 sq.ft: ' Seismic Data: Peak Acceleration, Aa: 0.10 Peak Velocity Related acceleration Av: Seismic Hazard Exp.Group: I Seismic Performance Category: Soil Profile Type&Site Coeff: S4, S=2.0 Importance Factor: Response Modification Factor, R: 4.5 Deflection Amplification Factor,Cd: Basic Structural System and Seismic Resistance system is: Ordinary Steel Moment Frame. Analysis Procedure is: Equivalent Lateral Force. Building Calculation for wind loadings assumes building is: Enclosed This letter of certification applies solely to the steel building and its component parts as furnished by SPIRCO Manufacturing Specificall s any foundation,masonry, or general contract work to include erection certification. es Oil ss p �r G C14ARLF-S L. LO`D •r io ar s oyd,P� MEMBER OF IfVI � � Q E*** ,�j SPIRC�0 TM SPIRCO MANUFACTURING IS A DIVISION 3861 OLD GETWELL•MEMPHIS,TENNESSEE 38118•(901)365-6900•FAX:(901)363-6795 OF METAL BUILDING PRODUCTS,INC. 2-May-00 Ref. 3116 CROSSEN CONSTRUCTION Job Location: L&M GLASS P.O.BOX 1114 ROSARY LANE DENNISPORT,MA 02639 HYANNIS,MA Building Size: 50'X 80'X 16', 1:12 Gentlemen: This is to certify that the above referenced building has been designed in accordance with the American Institute of Steel Construction(AISC 9th edition) and the American Iron and Steel Institute(AISI 96 edition)specifications and good engineering practice. All welding is per the American Welding Society(AWS, 1996)specifications. Erection shall be in accordance with the"FOR CONSTRUCTION"sealed erection plans. Loads are applied in accordance with the 1995 6th edition of the Massachusetts State Building Code. The building is also designed in accordance with the information provided in the signed Order Document and per authorized changes to such document. Design loads were provided by customer. Roof Loads Dead Load: Metal Building Structure Only Wind Load: 100 mph , Imp. Factor 1.0 , Exp. C .. Live Load: 20.0 psf (Tributary area reduction allowed) Ground Snow 25.0 psf Exp.Ceoff., Ce: 1.0 Collateral Load: 1.0 psf Live Load Based on Tributary Area: 0 - 200 sq.ft: 20 psf,201 - 600 sq.ft:16 psf, Over 600 sq.ft: ' Seismic Data: Peak Acceleration, Aa: 0.10 Peak Velocity Related accelerationAv: Seismic Hazard Exp.Group- I Seismic Performance Category: Soil Profile Type&Site Coeff: S4,S=2.0 Importance Factor: Response Modification Factor,R: 4.5 Deflection Amplification Factor,Cd: Basic Structural System and Seismic Resistance system is: Ordinary Steel Moment Frame. Analysis Procedure is: Equivalent Lateral Force. Building Calculation for wind loadings assumes building is: Enclosed This letter of certification applies solely to the steel building and its component parts as furnished by SPIRCO Manufacturing Specifically excluded is any foundation,masonry, or general contract work to include erection certification. ctfully e d ZH OF gsq� `r9 W rn ' q h e l�tY kw v MEMBER OF DABMRr'- ���a�AL ®`�4. ;a > z �, S . 4K ice: — , iVll��.S.i.117.O+fi q: 20 .I Ali j ilL III �i Ul In (( ,.s '"" a' o '.'.' _o• - i J j. z 0CL - pr ;Gz Assessor's,dffioe (1st floor): Assessor's map and lot number h!!"�' ..". o*THE To Board of Health (3rd floor): Sewage Permit number '.. t - Engineering Department (3rd floor): o rasa -S �O �6}q• 9� House number ................................� . ......................... o MAI a` APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00.2:00 P.M. only 3 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...CO S.74—Y.0 T....4 N?� AN TYPE OF CONSTRUCTION ....�JP-4C�./..��� 0a14&,v� Dti GrUNG��Tb" T�D�/.u)YfT�z4o n................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: L 0 yd�z.n�d �! ��.. �f(Yc�.v/Vi S Location .......................................................a .......................................................... .................. ....... ..................... ........ Proposed Use ........0A.M F.4. '.#.A!;` ....tau!!!At!6. .. ........................................................................................................ Zoning District ......................9a.............................................Fire District ...... ................................. Name of Owner A Vt�PA P.....;.=Op6.S.......................Address G� G14MM�TT O.t�r4�1.... A�S70(6, H14" Name of Builder EL/f�N + ..C�7et1 Tf .1�.. ?�/�...Address /�D Aw..44� IQ4C /�'✓fj ....... .s........................ Name of Architect .... ......................Address .............................................................�i ................... Number of Rooms /V/ O-Mj440.....Foundation ..........�� ............. , Exterior ........ ..... IA6......................Roofing .........•..57.14F7?7L....S/fr'i4Ttl/.4J6.' .................. .............................. Floors ...............................(.).................................................Interior .........(� ...../L/¢N)........................................... i Heating .......Fit!CIS..r?� 1 .....�iAI�T # �d?iF,!C..............Plumbing i 'Zl� ......� "�� .. /}. .......: �...,...X o...... !C Fireplace ............................NP...............................................Approximate Cost ��6-0,z7o ............... ............................................ Definitive Plan,Approved by Planning Board ________________________________19________ . Area .......4.o;!P... .F=. N Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH <v�SiRc.rt�rl�J -SceP nr L%c . 45,0k-0 A41ct14C-L ,.44- - a d� ly F. V 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. "�( Qrt tr � Name t Construction Supervisor's License ........ r .in......... / LOPES, AVELINO A=344-033 No 30062 ., Permit for .COMMERCIAL BUILDING Warehouse .......................................................................... Location ..Lots #20 &...20A......24.5„QJ,d...Yarmouth Road y ...................Hyannis............... Owner Avelino Lo pe s............................... Type of Construction ..Frame ............................................................................... t; Plot ............................ Lot ................................ Permit Granted ............October.............21...............19 86 Date'of Inspection ....................................19 'Date Completed .....19 4r� 3 �L �Z : _ 1 _ . �� 1 1 I I � ,C3 U t-7> A/G 1 -O U a D.c\ 7- I O AI 1 I ' SE7l3nGr / ' 9z' 1 ' f I c � 1 J i O ZC) KiIt`SC, / NOTE -Ct-IA I TN S� �f LpCA"S1dt.l T�Ir�E- �4510KI �n/�RE vE..RIF�E.(� / �r tt�l iH FILLD ON -7VA h7ATE N { l P�Z OF hlgs a / =�F s9c\. GOS 20 5 2,DA 1 ROBERT DAVIDSON - xf �� }7i9��/t7U7� i 7�1AJfJ6s 7 .o ,p No. 24500 �G,/sTS\-,- (� E ^ Fss/DNAL V\ CONSTR. 4 ENCaL C.CRP. t ,C I Ass C) ^iE-r tinv f �At_E.:8 �"_LOB-O Ii,jB'c(o • It .' DESIGNING ENGINEER MUST SUPERVISE ssor's offioe'(lst floor): 3 � �' C�?� iN57ALLATiON AND CE:RTIF� "• `,�IRITING vssessor's ma Wand lot number'. !� :. ' .:"..�-dam THE SYSTEM WAS IN o� ,To ICT '�,, R :. ACCORDANCEe�Q `Board of Health (3rd•floor): _ TO PLAN. Sewage .Permit number ... �: :. SEPTIC S i�TEmV®.IYAIU � ��a L , Engineering Department (3rd floor): , ®� House number, .:::............ ....:A�Cgs-�.�-S INSTALLED IN C Y aye T ®1rn�L� G ;� t WITH TITLE 5 APPOCATIONS PROCESSED 8:30`-9:30 A.M. and 1:00-2 00 P.M,:,only, YAW TAI.C, �� GAG, . TOWN �O-F �:} BARN STABLE �.� BUILDING : INSPECTOR APPLICATION .FOR -PERMIT TO .......�•S��A?.�0 .....4.N...��:.�Ar��i.�� +1�?�.•;.•....•, f - + TYPEOF; CONSTRUCTION ..,............................... ................................................. ...... i' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to-the following information: - Location ....:..!L.�I.T 4�f....: ZP.:�....:............:.... ........:............ .. !2 .4.��i' ...... .... A .;.Q;..0 NNE J......... ,"Proposed Use ... s M>tiir .. .✓d .... u�c Dla�. ?............................. . ............................ _ ................................ Zoning, District ........................ ...........:........`.............. ..... ...... �.... Fire. District !f'A1A�! .. /g..:............:..................... f Name of Owner'..../ `lGf./d�20 ` ?f� S............... G Mom` a9�/ S�USH` ................. ........Address .....�....:. f=►1.`!.......T..7.-..1.� .. :..../.`'� Name, of Builder'' ::� .. Address ....pl1:!fX... F...��J ! tr%/... / �1... :... Name of Architect .......... ............................Address ... .................... ...............................,.................. x Number of Rooms r 0 / . !...F....... ......: N T..:........... ..................... /, ....... ...�f�!'4....�.....Foundation, a v2 L Exterior .......PA15-&.)A ...;WFEL......�?.0 6 ........Roofing ......V ....5f c(9`%*J/ ' Flogs } .....Interior • ......... g U T�.QS Plum Plumbing "fu,4Q S.....� ' !��............ rieatin .0..1915:1=i..?.66........N..��1.... ... � �..r�.7�............ . Fireplace ............................Nl. .....................................:..........Approximate Cost ............1.,®v�p,•C7............ ................... Definitive Plan Approved by Planning Board ----A-----------.---------------19-------- . Area ' ........ Diagram of Lot and Building with Dimensions Fee �:....................... SUBJECT TO APPROVAL,OF BOARD 'OF HEALTH BLS Z/C6:A.) A/ IM01. :Sr7A)- - C G(J�S72ud6'c�a� SCe/►6;2 Hlcb/rteL , 11-7 l OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Bornstable.regarding the above 2 construction.. ' y���Name .. .!.U.L . .��;'.?• ... .........:...... .. Construction Supervisor's License .W OVI 1 ?......... �J'S, AVELINO - .mil-.. /L/ • T ` T - 4• t�. .. : - ! _ � '�,� , ..� ' .,. '' - ' , i0062 Permit for COMMERCIAL BUILDING NO f._ -COMMERCIAL WAREHOUSE..... ., ;... Location ............................................Lots #20 & 20A, 245 Old Yarmouth R6ad _ ; r Hyannis .. ...... ......................... ................. Owner Avelino Lopes........... r Type of. Coristrudtion Frame i Plod- .... �... .. ............ Lot '.. ...... _ X f "_ October 21, 1 86 -3 ' Permit Gran ed ... 19 ter, . 3 ,. ' .: .l 9 u Date of Datetmpleted ....... ;.y 1.9 Qy7 :Z tii 6� �r r CC a $ co p' 'r m H fn '(, + - I " RKING CALCULATIONS AREAS L�d.Q TOWN DESIGNATED ZONE OF coNTRIBuT1c MARY DUNN PA POND EXISTING BUILDING ® MONITOR WELL 7 0 = spaces 4,587.5 sq.ft. STATE "APPROVED ZONE 11 1 r 8,575 sq. f t./ 0 12 PROPOSED BUILDING Est TELEPHONE POLE GROUND WATER OR WELL PROTECTION RES 1 office x 1 = 1 space a TOTAL SPACES REQUIRED = 13 4,000.0 sq.ft. O - BUILDING OAK 0 16" LOT COVERAGE: �P Q TOTAL SPACES PROVIDED = 16 TOTAL 8,587.5 ft. ■ CATCH BASIN NO MORE THAN FIFTY PER (50%) OF THE TOTAL t HANDICAPED PARKING REQUIRED 'q' OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INST, Z TOTAL SPACES REQUIRED 3% OF 13 = .37 SPACES PARKING & TRAFFIC MANHOLE COVER BUILDINGS, STRUCTURES AND PAVED SURFACES. J n 7 TOTAL SPACES PROVIDED = 1 SPACE 8,342 sq.ft. BARNSTABLE ��� • CATCH BASIN TOTAL SITE CLEARING: MUNICIPAL NOTE. NO NEW PARKING SPACES ARE BEING ADDED THEREFOR SITE AIRPORT �� 32 064. s ft. A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA LANDSCAPING REQUIREMENTS ARE NOT REQUIRED. • 4 PINE 16" m TOTAL IMPERVIOUS AREA OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH a 16,930 sq.ft. less 1,420 sq.ft. = 15,510 sq.ft. ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF q. q, q SHRUBS UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. 48% IMPERVIOUS, 50% ALLOWED cv LOCUS MAP M GAS METER 25 000 l SCALE 1 TOTAL UNDISTURBED BUFFER i ASSESSORS NONE EXISTING AT TIME OF SURVEY ® ELECTR{C METER AP 344 PARCEL 33 M ROOF DRAINS I € BUSINESS PRECAST CURB STOP I MINIMUMS 1 FRONTAGE = 20' FRONT SETBACK = 20' I BUILDING HEIGHT = 30' WATER USEAGE FROM BARNSTABLE WATER CO. RECORDS j j 1998 80 G.P.D. 1999 109 G.P.D. 189 G.P.D. = 95 G.P.D. X 200% = 190 G.P.D. 2 ALLOWABLE DAILY FLOW PER B.O.H. REGULATIONS { 1 AC. 330 G.P.D. _ 32,064 S.F. X 43560 X 1 AC. 242 G.P.D. > 190 G.P.D. t , i e I, 0.1 4031.2 I 30.0 \�i�c 'n street ssr x 28.9 x o a 28.s I 5er � I w o I ee Aa ved � c drive.'. Fll 0000 29.2 /! N 29.1 O • '� '� 78• ' 04 x 29.8 A 28.4 � 2 28.4 28. ,4 J j �� • ' 28.3 28.4 x 28.4 r ? RT R4Sq l� 28.5 °� 28.4I✓9.0 N 28.6�IS6j �• R/O . 28.3 .• .O� !: \ �i9R 28.4 44'S14 x 30.6`'\, z ?.8.3 / 28.5 �,►�� "7 ' . • SIGN ::.: •:... ,� S�j �j9. x 29.2 a:::::::.::::::::::::::::::::::. , . v . ............................ :.::. .. .:......... ... F x ....... A 28.5 �� x Q Q 28.6 ................ .. ..... :•:::': :.:.. 25.6 q RAW -�_ , 29.0::.. ;1 ... .r x pvc ipe .....:... 28.3 = :::: x :::. ::.:::::::::::: :::.:R : :::::::.....:.............. F- 28.9... ... .......... .. :: (:: 6.3 U 1 o �: :::::...... ..::.�='` zs.6 z 2 1.9 ,,21.�s r� c.� w z N S °j -P C: 00 0 N 3 Q n TQ B SQ. FT 9 typ 29.2 ::.:: x29.4 FRF pqq 8 •V 28.1 x215 x31. j 28.6 MO Ep sip Ci x .` 32.4 timber ���_- f' C.B. • curb -''` p�V 9.4 n T 2 x 29.4 / \ f FND. N. 29.0 44. 32,064. sq.ft. Q2/ 29Q - 30.0 db 9.8 0.73 acres /: �29.6 ��� M 3 2 /28.7 29.1 2 , �/29.s 30 2 rt M / P 0., a 29.5 OSE �' C I x 30.3 ����` . to 6 F h i 29.9 _ h1 i �/29. // - �� � Q 30.0 3 £'{,jOV�O FgR1/VG, •7 0' i 30.0 0 6oc� q� 1/ / '� �0.7 30.4/C�/ e a�' G'R,Q ces / \ t 0' a klstin �' E P 30.2 JUMPSTER x P" �� ec� 30.5 fiber N 9 'fie 30.3 x 29.7 €� �/�/x , s o• c 9or t N ON 6 X 8 29.1 � g #4'/18�Hav ti� orb °ge fl bc,;/d 30.2 i i C � CONCRETE � oor ing / o hN % _._ . _ � � PAD WITH i. I } -y . c x 30-9 3p R.._ . ;3 •�' uY '�--��se,.Y _ ''-SCREEN- �. //. GATE y<L 30.6 /x x 31.9 �,• ,,lv O r i to x 30.1 •� o 0 8S S 6.5 /.00• , �i�c 6 g4,�. PROP x 30.1 �0 FND. 0 T. ! WILUAM F. & MARY MALASPINO t1fib�,r x 29.7 I t°jnin9 o r 30.1 i o w% 4149.2 80' r ek s M.B. FND. i x 28.7 4` { b t�n9 met N 0.7 OFF O' Ei , 2:, -- - _ cop i do 8�;36. 0 6 27.2 L O BENCHMARK x { TOP OF MARBLE BOUND x 2 8 C.B. .} EL. = 30.69' FND. _ - - 28.9 ' Pj&4X JOAQUIM J. ROSARY SCALE; 1" = 20' j GRAPHIC SCALE x 28.5 0 20 .40 CONSTRUCTION NOTE: ALL ROOF LEADERS TO BE CONNECTED TO EXISTING SITE DRAINAGE S S1,EM, WHICH IS A CATCH BASIN THAT DRAINS INTO THE DRAINAGE EASEMENT.', I i g S1 PLAIN s 9 '7--9 9 REV SITE PLAN OF PROPOSED ADDITION, PARKING, & LANDSCAPIN AT #245 OLD YARMOUTH ROAD IN (PYANNIS) j 6ARNSTALE MASS. 4 ;FOR A /ELINO LOPES i SCALE: 1 "= 20' DATE: NOV. 18, 1999 I REV. DATE: JAN. 24, 2000 R REV. DATE: rEB. 21 , 2000 1. PR Baxter, Nye & Holmgren, Inc. PROPOSED USE OF SITE IS AS RETAIL & WAREHOUSE SPACE. 2. THERE ARE NO WETLANDS ON OR WITHIN 100' OF SITE. Registered Professional 3. NO NEW CURB CUTS ARE PROPOSED. 4. PUBLIC WATER IS AVAILIBLE. Engineers alltl Land Surveyors 5. THIS SITE IS NOT LOCATED WITHIN THE FLOOD PLAIN. I 6. THIS SITE IS NOT IN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN. 812 Main Street, OsterviIle, MA 42655 7• ALL .ELEVATLONS ARE BASED-_ON N.C.V.D. Phone - (508 428-9131 Fax - 508 428-3750 8. PARKING AREA TO BE LIGHTED BY SPOT LIGHTS ON BUILDINGS. 9. LOCATION OF EXISTING SEPTIC SYSTEM" TAKEN FROM INSPECTION REPORT PREPARED BY JOHN GRACI DATED; 12/17/99. i DEED REFERENCE; BOOK 4632 PAGE 83 h: \1 994\94072\94072bcpb.dwg I i i j I i 0 0 GENERAL DESIGN DATA o 7' P 7, P JP' 4 7' P I- 7' P I IP' 4 F BUILDING CODE = MASS 1995 6TH EDITION 1 5 LIVE LOAD = 20 PSF (REDUCTION ALLOWED) Frame Number f NOTE, POSITIVE REACTIONS ARE UP AND TO THE LEFT. WIND LOAD = 100 MPH REAC ION (KIPS) p0 e e DESCRIPTION SUPPORT HORIZ VERT COLLATERAL LOAD = 1 PSF 1 1.OD 1 -1.08 2.37 1 1.OD 5 1.08 2.37 I I GROUND SNOW = 25 PSF 2 1.oD+1.OL 1 -4.62 10.21 n a n.�.'_l1 I-` - _ t2 n �, � • 2 1.OD+1.OL 5 4.62 10.21 f o O a N EARTHQUAKE DESIGN DATA 3 1.OD+1.-OS 1 -8.4s 18.69 3 1.OD+1.OS 5 8.46 18.69 PEAK VELOCITY RELATED ACCELERATION Ay .10 4 1.OD+ .5S+1.ow Cl 1 7. 10 -5.85 4 1.OD+ .5S+L OW Cl 5 3.37 -2.70 PEAK ACCELERATION Aa ,10 5 1.OD+ .5S+1.OW C2 1 6.74 -1. 10 5 1.OD+ .5S+1.Ow C2 5 5.35 2.54 ® SEISMIC HAZARD EXPOSURE GROUP GROUP 1 6 1.OD+ .5L+1.OW Cl 1 8.54 -9.03 6 1.OD+ .5L+1.Ow Cl 5 1193 -5.88 M SEISMIC PERFORMANCE CATEGORY C 7 1.OD+ .5L+1.Ow C2 1 8. 18 -4.28 p� 7 1.OD+ .5L+1.Ow C2 5 3191 -.64 y� SOIL PROFILE TYPE S4 S = 2.0 8 1.OD+1.OL+ .5W Cl 1 1.98 54 W 8 1.OD+1.OL+ ,5W Cl 5 3.25 2. 11 oaz o BASIC STRUCTURAL AND SEISMIC SYSTEM ORDINARY MOMENT 9 1.OD+1.OL+ ,5W C2 1 1.8 2.91 v M J o FRAMES OF STEEL 10 1.OD+1.OS+ .5W Cl f 4.90 6.90 xw a 10 1.OD+I.OS+ ,5W Cl 5 6. 14 S.47 A� RESPONSE MODIFICATION FACTOR R 4.5 11 1.OD+l.OS+ .5W C2 i -1.08 9.27 xf. 4.0 DEFLECTION AMPLIFICATION FACTOR C d 11 1.OD+f.OS+ .5W C2 5 7. 12 11.09 „Q 12 6D+1.OW Cl 1 10.07 -12.39 EQUIVALENT LATERAL 12 .6D+f.OW Cl 5 .41 -9.24 ANALYSIS PROCEDURE UTILIZED 13 6D+1.OW C2 1 9.70 -7,64 ® �7 FORCE PROCEDURE 13 6D+1.ow C2 5 2.39 -4.01 14 6D+ .8Z -Z 1 -.42 1. 12 GENERAL NOTES 14 6D+ .8z -Z 5 65 1.26 15 1.OD+ .6S+ ,8Z +Z 1 -4.Ol 9.06 0 15 1.OD+ .6S+ .8Z +Z 51 4.24 9. 19 'v NO CHANGES SHOULD BE MADE TO THIS BUILDING SYSTEM UNLESS APPROVED IN WRITING BY THE MANUFACTURER'S ONc. WALL 1 0 PIERS ENGINEERING DEPARTMENT. UNAPPROVED CHANGES COULD W/PIERS AT coLUMNs RESULT IN AN UNSAFE BUILDING DESIGN AND COULD • •• ® ENDANGER PUBLIC SAFETY. a ® IM ® MANUFACTURER SPECIFIES ANCHOR BOLT DIAMETERS ONLY. LENGTH TO BE DETERMINED BY FOUNDATION ENGINEER. 11,08 Kies 11.08 Ki s FRAME REACTIONS, REACTIONS DUE TO LOAD COMBINATIONS THAT .,�. p >< O' a INCLUDE WIND OR SEISMIC LOADS ARE ALREADY REDUCED BY 25 X TO ALLOW FOR 33% STRESS INCREASE. 6.65 Kip 16.65 Kips 11 2 25' 6 26' 8 26• g A :2 NOTE, WIND LOAD IS REDUCED IN ACCORDANCE WITH SEC. A5.1.3 BAY NUMBER(S) BRACED IN LINEO OF THE 1996`AISI SPECIFICATIONS. BAY NUMBER(S) BRACED IN LINE © :NONE LIVE LOAD IS REDUCED BASED ON THE TRIBUTARY AREA PER THE APPLICABLE DESIGN CODE. NOTE: ALL REACTIONS ARE NET. THEY ARE REDUCED 25% TO ALLOW FOR 33% STRESS INCREASE. X-BRACING REACTIONS OUT/OUT S EEL/CONCRETE ENDWALL REACTIONS ANCHOR BOLT LIST O O QTY I DESCRIPTION PROJECTION (IN) A B 8 5/8' A/B 1.50 12 7/8' A/B 1 2.50 3' SmP M O Vau 3 8x1ES 3' ❑1 FpD1 OPENING FOR':IMD TOP OF COLUMN 01 g FLAT WASHER BASE PLATE BY OTHERS) STEEL LINE STEEL LINE NO, LOAD MEMBER CASE REACTIONS (KIPS) I � CONDITION NO. NO. HORZ VERT ANCHOR BOLT 0 2 OPENING WIDTH 0 2 i I.OD+f.OW 1 Cl 0100 4.53 ABOLT PROJECTION (BY OTHERS) 2 i.OD+LAS f Cl -. 34 1. 76 DOOR BOLT LAYOUT BOLT DETAILS AT BASE PLATE (TYPICAL @ OVERHEAD DOORS) SLAB SLOPE DETAIL NOTE, FLAT WASHERS MUST BE INSTALLED SHEET RECESS DETAIL BETWEEN TOP OF COLUMN BASE PLATE (TYPICAL @ OVERHEAD DOORS) AND ANCHOR BOLT NUT DETAIL O DETAIL a COLDFORM INTERIOR ENDWALL COLUMN DETAIL PER M11 COLDFORM CORNER ENDWALL COLUMN DETAIL TM r ENDWALL STEEL LINE DETAIL FA DETAIL J, " ' 3861 OLD V�r,,1� LL . Dlft ENDWALL STEEL LINE1 " MEMPHIS TN. 38118 FRAMED OPENING OR OPEN WALL AREA DETAIL AT SW MAINFRAME COLUMN DETAIL x I (901) 365-6900 Revisions Sheet Title 0 Anchor Bolt Plan Pro ect F o g o 0 4 � No, By Date '� CROSSEN CONSTRUCTION 0 y CHAPLEa L Location o 0Q L4�1'O C' C7F1" C HYANNIS, MA. USE (2) 5/8' ANCHOR BOLTS SIDEWALL STEEL LINE ', O a LlPr^L OPEN SIDE OF COLUMN IS ALWAYS ON UPSLOPE SIDE Drawn B Date .JOb NO. OPEN SIDE OF COLUMN IS ALWAYS ON THE DOWNHILL OF RAFTER. (AWAY FROM SIDEWALL) SIDEWALL STEEL UNE LOCATION LOCATION 4, y SLOPE OF THE RAFTER. (OPPOSITE SIDE OF RIDGE IS STEEL LINE `�SS)QA L$�C' CC{I rJ�S/�� �311G OPPOSITE HAND.> USE (2) 5/8' ANCHOR BOLTS AS SHOWN ON DRAWING AS SHOWN ON DRAWING USE (2) 1/2' WEDGE ANCHORS USE (2) 3/4' ANCHOR BOLTS Engineering Seal Checked By Scale Sheet -ic-i NTS AB-1 1' 20, o --- zo, o FB— 4 FB— 4 FB- 4 FB— 4 B 4 FB 4 FB_ 4 FB— pq Aa o LL_ o 0 Ji -Li N N as _ PCI 1 a 0' 8 0' 8 25' 0 25' 0 50' 0 II grz 601 R t m 000 FLANGE BRACE TABLE NOTE -�` PARTMARK PLACEMENT QTY/FRAME QTY/BLDG FB- 1 NS 2 6 'NO CHANGES SHOULD BE MADE TO THIS BUILDING FB- 2 NS 2 6 SYSTEM UNLESS APPROVED IN WRITING BY THE ks 11 R(C (Cl FB 3 NS 2 6 FB— 4 NS 8 24 MANUFACTURER'S ENGINEERING DEPARTMENT, UN 3861 OLD GET'VVELLRD. APPROVED CHANGES COULD RESULT IN AN UNSAFE MEMPHIS, TN. 38118 BUILDING DESIGN AND COULD ENDANGER PUBLIC (901) 365-6900 SAFETY," Sheet Titte Revisions Frame Cross Section JOINT INFORMATION JOINT DEPTH THICKNESS BOLT QTY DESCRIPTION O No. By Date Project �� �s CROSSEN CONSTRUCTION 1 0' 7— 1 / 2 0, 5000 2 7/8' AB � cs location 2 1' 7— 3/ 4 0. 6250 8 3/4A X2 l/4a A325 �` CHA Es` LOYD 3 1' 7 3/ 4 0. 6250 8 3/44 X2 1/4" A325 R AURA HYANNIS, MA. G Drawn h By CCH 5/5/00 Date Job No. 03116 A Engineering Seat Checke By Scale Sheet NTS E-1 _.___ --- - - -- -- -- ---- - ------ ----- - -- ------ - - -- -- - -- -- - - -- - --- - ------ --- -- P1 2 2 P2 2 2 P1 SECTION LAP AT SUPPORTS ( 10) 1 OZX2. 5( 14) PURL I NS LAP INDICATOR LAP LENGTH ( FT & IN > 1 1' 1- 3/ 4 ES1 ES1 ES1 2 2' 1- 3/ 4 B BLT-UP BLT-UP BLT-UP IC1 IC IC1 CC1 W 3Ile GENERAL NOTES F EC l ALL EAVE STRUTS ARE 10" 14GA, AND w ALL PURLINS ARE 10ZX2,5(12) UKO, J W � J Z l7 Q Z w CP2LE 1�4 4' Li kD �E a o x N X M N 1��` CA$C E EC1 r FRAMED OPENING NOTE (3) 3070 METAL WALKDOORS W/ STD HDWE, ARE TO BE FIELD LOCATED, `I � J i W i ICI IC1 A BLT-UP BLT-UP P3 BLT-1UP CC1 1' 2 ES1 ES1 26' 8 E S l �> 26' 8 26' 8 pu SPI[RC 2 1 3 4 s j 3861 COLD GETWELL RD. NOTES MEMPHIS, TN. 38118 "NO CHANGES SHOULD BE MADE TO THIS BUILDING (901) 365-6900 SYSTEM UNLESS APPROVED IN WRITING BY THE Revisions Sheet Title MANUFACTURER'S ENGINEERING DEPARTMENT, UN- Roof Framing Plan APPROVED CHANGES COULD RESULT IN AN UNSAFE �A%k Project No. By Date CROSSEN CONSTRUCTION BUILDING DESIGN AND COULD ENDANGER PUBLIC aL Location SAFETY, to�'> �-r�ac.-r�rtraL "' HYANNIS, MA. : r .���`�� Drawn By Date Job No. CCH bfM.� 5/5/00 03116 Engineering Seal Checked �y Scale Sheet �'��// NTS E-2 SECTION LAP AT SUPPORTS O O LAP INDICATOR LAP LENGTH (FT & IN ) ES1 2 2 ES1 2 2 ES1 1 1' 1- 3/ 4 SECTION LAP INDICATORS 2 2' 1- 3/ 4 II I 3 -3' 1- 3/ 4 G2 G i 8ZX2. 5( 16) G 1 1 0 �H H -J -i V OW Pq P4 pq _ . 4 w > (U Q .- G$ C8 W �'q 1, 2 A ANGLE 4' 0 CONCRETE WALL 1 26' 8 26' 8 26' 8 80, 0 lip- SIDEWALL AT A GENERAL NOTES; ALL GIRTS ARE 8ZX2,5(13) U,ND, AND ALL CABLES ARE 112" IN DIAMETER, ALL DOOR JAMBS ARE 8CX2,5(14) AND GALL0 DOOR HEADERS ARE 8CX2,5(16), 2 2 2 2 2X2( 16) KNEE BRACING SECTION LAP INDICATORS ES1 I ES1 I ! ES1 ;;G§G3 DH1 G4 8ZX2. 5 ) DH 1 ( 16) G4 DH i G3 H 0 0 0 _ Lo o►-� (1J (u N _ -4 W J _ > D -.4 U A Im 2X4( 16) BASE ANGLE 1 r 4' 0 CONCRETE WALL 4' 0 CONCRETE WALL 26' 8 26' 8 26' 8 80, 0 SIDEWALL AT B 3861 OLD GETWELL "s NOTE: Field Located Famed Opening MEMPHIS, TN. 38118 All field located framed openings shall meet the following criteria: "NH CHANGES SHOULD BE MADE TO THIS BUILDING Sidewail & endwall openings with BYPASS continuous girls (901) 365-6900 SYSTEM UNLESS APPROVED IN WRITING BY THE - Openings shall not be closer to any column by more than one fourth the :bay spocing (i.e: 5'-O" and 6'-3" for 20 and 25 ft respectively except if the bays is in on and bay where openings Sheet Title can be placed as close as 5 -O" to the corner post. Revisions SICIeWall Elevation MANUFACTURER'S ENGINEERING DEPARTMENT. UN— = Openings shall not be placed in braced bays except for small APPROVED CHANGES COULD RESULT IN AN UNSAFE openings as long as they do not interfere with the bracing. Project * No opening shall remain open permanently. �+*° ��~--��� NO. By Date * At least 607 of each endwall shalt remain sheeted. i���� Cyr ri n CROSSEN CONSTRUCTION w BUILDING DESIGN AND COULD ENDANGER PUBLIC Sidewall & endwall openings with FLUSH girtsr irk �� '_ L000.tlOn SAFETY," Openings can be laced in an space at an location unless ��� "f HYANNIS, MA, 9 P Y P Y �� K U s URAL the opening is in on end bay, it shall not be closer.than 5'-0" to � ids the corner post. Drawn B Date Job No. * At least 60%, of each endwoll shall remain sheeted. ' ^„ :� y * No opening shall remain open permanently. tI y CCH 5/5/00 03116 Checke By Scale Sheet Engineering Seal NTS E-3 I o ER1L ERlR -�—1, 00/12 RAKE ANGLE RAKE ANGLE GENERAL NOTES: CLOSED ENDWALL RAFTERS ARE 10CX3,5(12), G, ENDWALL POSTS ARE 8CX3.5(12), ALL GIRT G6 8zx2. s( 12) G6 ARE 02,5(14) U,N, J J ~ 2 Z Z Q Q W d _ W W W Oki z •-r 0 u U U U 0Q It U u W W U U W 2 X 4 ( 16) BASE ANGLE 4' 0 CONCRETE WALL ;s NOTE ONO CHANGES SHOULD BE MADE TO THIS BUILDING is- o o� o is- o SYSTEM UNLESS APPROVED IN WRITING BY THE ENDWALL AT FRAME LINE a MANUFACTURER'S ENGINEERING DEPARTMENT, UN a APPROVED CHANGES COULD RESULT IN AN UNSAFE Q BUILDING DESIGN AND COULD ENDANGER PUBLIC SAFETY,` 1,r00/12 i I i RAKE ANGLE RAKE ANGLE PE "%'MIT DRA w w ' z zco OPEN T❑ ATTACH T❑ EXISTING �� _ W G BLDG, W . W RIGID FRAME IS SET BACK 1 ' 2 w U 3861 OLD GETWELL RD, Tm MEMPHIS, TN. 38118 (901) 365-6900 4 0 CONCRETE WALL Revisions Sheet Title 50' 0 Endwa(k Elevation j r � of A 44G No, By Date Pro ect ENDWALL AT FRAME LINE 1 'PIP CROSSEN CONSTRUCTION r � L f° Location ST ' 'JCTLyIRAL HYANNIS, MA. c° yw Drawn By Date Job No. ,d - CCH 5/5/00 03116 r Engineering Seal Che ke By Scale Sheet NTS E-4