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Home My WebLink About0621 IYANNOUGH ROAD/RTE132 (3) �--- - _ - - 9g7W a e V ` 1 0 ,/ /" --.�_ LO-C-/S-- ts _ S C�sf P(. r� VIA: Overnight 3rd Party Billing CASCO LETTER OF TRANSMITTAL Architecture ♦ Engineering TO MRG Construction Management DATE August 17, 2016 3 Centennial Drive Suite 5D Peabody, MA 01960 Phone: 978-587-3099 ATTN Jim Christie RE CPWM Hyannis, MA We are transmitting herewith the following: QUANTITY DESCRIPTION One (1)each A, M and E Final Construction Control Documents, signed and sealed Remarks: For your use. Regards, CASCO Pete Puskuldjian Proj t Manager w/encl. cc: ACT K:\BBB\Projects\Hyannis,MA CPWM 715108\WP\PermitTinal CCDs\Trans MRG 160817.docx CASCO ARCHITECTURAL AND ENGINEERING SERVICES P.C. 1090 Kinq Georqe Post Rd.,Suite 1204 St.Louis, MO Edison,NJ 08837 w Portland,OR 732.661.1400 Final Construction Control Document u d To be submitted at completion of construction by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code,780 CMR, Section 107 Project Title: cost Plus World Market Date: 06/29/16 Permit No..B-2016-0304 Property Address: 621 lyannough Rd.,Hyannis,MA Project: Check one or both as applicable: ❑ New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space. I Mark S.Bromeier MA Registration Number: 31613 Expiration date: M31/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [x] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [- ] Electrical [ ] Other:, for the above named project. 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge; information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings„samples and other submittals by the contractor in accordance.with the requirements of the'construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code: Nothing in this document relieves the contractor of i \ , rding the pro isions of 780 CMR 107. BRp��F� Enter in the space to the.right a"wet"or 316 g electronic signature and seal: - o� 14D v� �Y p +l J t rH pF MP`'SP Phone number: (314)621-1100 mail: bbb@cascocorp'com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 i Final Construction Control Document u 3 To be submitted at completion of construction by a m d Registered Design Professional for work per the 8t"• edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: cost Plus World Market Date: 06/29/18. Permit No.B-2016-0304 Property Address: 621 lyannough Rd.,Hyannis,Ma Project: Check one or both as applicable: ❑ New construction N Existing Construction Project description: Tenant tit-out of an existing vacant retail space. I Michael C.Grapperhaus MA Registration Number: 49338 Expiration date: 06/30116 , am a registered design professional, and I have prepared or directly supervised the preparation of:all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [x] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site-on a regular and periodic basis. To the best of my knowledge, information; and belief the work proceeded in-accordance with the requirements of 780 CMR and the design:documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the,stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its res arding the provisions of 780 CMR 107. Enter n the,space to the right a"wet" or c° MICHAEL C Y electronic signature and seal:. "G P HNI L 8 90 gFO:STER�� o��* �Ss^fONAL Phone number: (314)821-1100 - bbb@cascocorp.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 1 • Final Construction Control Document. N ' d To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cost Plus World Market - Date: 06/29/16 Permit No.B-2016-0304 Property Address: 621 lyannougb Rd.,Hyannis,Ma Project: Check one or both as applicable: ❑.New construction. Existing Construction Project description: Tenant fit-out of an existing vacant retail space. I Joseph A.carter MA Registration Number: 49535 Expiration date: 06/30/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical a [ ] Fire Protection [x] Electrical [ ]' Other: for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed;for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. } 2. Have performed the-duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate.to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a n c n 'stent with the construction documents and this code. r•!AS , Nothing in this document relieves the contractor of its responsibility regarding the pr s! � AC 7. CttR1-fin n'l 7C�O v EL_C P RIOAL can 11O.49535 Enter in the space to the right a"wet"or q G F electronic signature and seal: -till Phone number: (314)121-1100 - - Email: bbb@cascocorp.corn Building Official Use Only Building Official Name:. Permit No.: - Date: Version 06 11 2013 BUILDER INFORMATION Name S �� `D�S Telephone Number �� 2(q ( — �7c12 2 Address 100 (max- tg >z MCP License# 0; 748 �{ v e Home Improvement Contractor# r kKA A- t)2319 Worker's Compensation# W C ZQ-7 8 60 ? " ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 4" SIGNATURE ( . DATE _ BUILDER INFORMATION �Namef S � �-U Ens Telephone Number 2(0 Address 100 (,i__.Y.��►o�a �' zle License# cS n,S 14 8 Home Improvement Contractor# A n2 ? Worker's Compensation# ALLL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE t . DATE f _ t ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 Map Parcel T� `' 6ARS�ABLE Permit# Sr Health Division JAN 10 AM 52 Date Issued 15 02 Conservatiqp4Ziyision �r /a��7 OJ Fee. 1 . Tax Collecto Treasurer Planning Dept. U-� � o Date Definitive Plan Approved by Planning Board C? (k 2— Historic•OKH Preservation/Hyannis Project Street Address �O'Ll /� -Vtw Villaoe / Owver Address w4 o Cv-' ee,01 /.ds 61�phone Nrmit Request ZeA e a4 Tl Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new d Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size ,7� 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: XGas ❑Oil ❑ Electric ❑Other Central Air: O(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 Ules ❑No If yes, site plan review# Current Use Proposed Use ��r �;�j��r / BUILDER INFORMATION Name r, S - Telephone Number Address 779 14 c,, 1 tis S 7 License# n b-7 Home Improvement Contractor# � c_ Worker's Compensation# BUG &qof YOv 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURRF/`�—r�-r� DATE /�/271� FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ,' ADDRESS yVIL'LAGE•` } OWNER DATE OF INSPECTION: j FOUNDATION -- FRAME r i INSULATION FIREPLACE " ± ELECTRICAL: ROUGH FINAL 5 PLUMBING: ROUGH FINAL t. 4 GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. E F THE O� Rs s�xr�sr�ar.e. The Town of Barnstable MAS& Department of Health , Safety and Environmental Services 'f0"AO�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 18, 2000 . r Sailfish Partners LP 778 Main Street Osterville, MA 02655 Re: SPR 100-99, Angel Motel, Rte. 132, Hyannis (308-004 & 089) Dear Mr. Singer; Please note that the site plan application submitted in regards to the above mentioned project was approved on February 10, 2000, with the following conditions: , The expense of extending town sewerage from Route 28 to the site through Nightingale Lane shall be assumed by the applicant. r Landscape plan to be approved by the Planning Department. Construction standards to be used on Nightingale Lane shall be approved by Engineering. Sidewalk to be constructed along 132 directly abutting property line but in the town layout in accordance with Engineering's design and technique. This application has been referred to the ZBA. -, cerely, Ralph Crossen, Building Commissioner g q/bldg/wpfiles/siteplan/site99/angelmtl . The Common 10 tzssachuseas • , `- Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Afflidavit r /%%///////O/%///////%% ////111111 F///////////%//O;''� n=e,4 .�Z �_ ' ,Lei/ location- 5' Alztz;4 S/. city Q 5�P/l'�ri�// � /�. �i.5� phone#j�-Y.?�-li Flo ❑ I am a homeowner performing ail work myseii: ❑ I Mn a sole mo rietor and have no one wnidne in gm // ❑ I am as employer providing workers' easauon for my employeesAwarldag on this job. . ... :. .....::.:.:.:.:::. .:: ..... . :,..:.; ..........:::::.:.. ........... ....:�.�::::.:............... .....::••.:.�:.:......v::.}:.................}.4xw::::v.ttty:tut{?.;.;v.}:??�:::}.{::?:P:4:+':•v :�i:?::v}}:.}::::::5:-} ':i:[v:<P:iti'%ii:::::;'-':%w:i}Y}?':$i::-i:;_;:;}::isi:r:::}ism}ii'::::ii:: r:}'•isy:is:Q:}:::•:}`��24ii:iiww:?::jj::. ... ....... :. .:..::..v::.-.--.:. -.:....-:r.,w.v-i•• •.v...n.,......,:4::<vT:-.`:i4}:isi"'::?:iv:-:.:::.::}i::':::i:::irv::v::{+r::}::.i}}i:i:ii::::::::.:,::' sddresa . ... ... .. .... . .. ..............:::..:. rr�,TY..:....?.,}:{.v:::::.:{.�;•.:}:;...::.7:+nn•.S.J,.4:.x;.•,.}::4'}:tiff{4:�ii::}:::��:vi::•}}{: ::.;.::..::.iti�}:�::::??}iiii.:: ............. r4•. i:':%• ................ ............... ............. .................. ................-.......A7.v}..v....r.:..�r.. ..4......,•:•::•. r•::\:n:.�.:.;{:;.y;:}}•.,•{;•iii'•}:•}:-:•}isiJ.}r'`it::�ii:•i:-S:•ii{}:};}:•}:w::?ii:�: L Cty'... ..... . ... .... .... ......................... I)IIt1Rt3'�::.:s}�:;.;i: :;_: :;V:: ,o..;:.:.,..•;x,.,::.�i:{•;;t:,i:. _;:. ......................... ::.............,..�:...... ::.;.............-..-...,............... .�::.�.�:•:•►,�,.�. 'r�.''�•:......••:'•:•::-:::�4{.?a?i•::;.'::::;;;gin;:;;:}}' ..............::.::•::..,.,.;.,...:.:..... .. ,...:.:..:.:�.�::,,...;,...,•.�:::...::4•.x,.}........r.n.....xxrr.�:.:•}xtt4'{::..x•...,.,:...,. .,.:...:::::..�.�.:::...,..::��:�r:::: ::x': iaatrratrce•co:•.::.... - ... . ..... _.:.:::'::.:,. '-. ......:.::r�;;::::::c:::>:::?� ::<:>: oiiev#µ..,.; • am a sole proprieto general contractor or homeowner(turtle ore)and have hired the mac=listed below wr have the following workers' compensation polices.• ..::v:::.v:,........:v.:v:: �. .�.............v:•.::•� .. 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Faibae to secum&overage as req�ed tmdes section 15A of MCa.152 emlmd to theimpositionef alma'peaaltles of a Sae w S1.S00�Ot)andlor one years'imprisonment as well as dvIl peasitid in the form of a SLOP WOGS ORDER and a An of S100.00 a day agahrst me. I understand that a copy of this statement may be forwarded to the Onke of Investiptiom of the DIA for coverage ve isaatim. jr do hereby certify uadcr thr pabu and penalties of perjury drat the infonnadon provided above is MW.mud correct Signattrre�� Datt: Print name (�7 1pL _ Phame# S��yo.�J�• ,��5 oindal use only do not write in this area to be completed by dry or town oMcW city or town: perm itAlcense tf 0$trildlag Deparaaent QLicenuog Board ❑checkif immediate response is required ❑selecuum's ounce ❑Health DepartMent contact person: phone it; ❑ zr j RrA—9/95 PIAJ � e ./1 • . • •11 . 11 w1/U . .1 . . . . - • . .1/1•w• .0 •1/ . • • • '• svelte I .11 . . / .�1.1•�. . •11 II . . •. / /t•w .II ••1• • • tee/• • • • 1• wI / OF % • - •11�• a 1/• •1 • •e�1 / • •N .1• •1/ • •• .1• •11 • • /d •J: :•lel• • / ••• • /•• • • • I • :1• !I: • ••• II • 111 wtl • .11 • 11 • H • 1 - !�= • wtI Y.IJ H • • Yw: _• w1e1• • d • 1 -•' • • • _ • • I to• •1 • t11 / 1• •N .1• •U • • e=1 - •I: �I II.1 • w•il• • 11 • wtn• • L..ti • • �1 // - • •' •w • • • -1 • I• • 11 • 1 • left) do;.II /11 _ .1• .1 •It wIl•. .l1 • ' 1 • V ••••. 11�1 w11 •1 11 •Y 11•.III • /1 • • 11 • I• • . •• •�1 • I♦ �1••It • • •II 1• • • 11 .•1111w1 .1• r Y•11 • I «• •II •1 • .It •1•. •It 1 1 1 • � le • t •1 • t1I /I •J •11•• •1 • • • •• o w•./11 1:/ /• a . 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I •Y.I.1•IIl 1 go][. « • • 1 .n•Y.I •111 • /1 - .If 1 r.Ul 1 V • II •• •w•11/1 w1 v 1UU1 •w ' 11 1 ' •- 1 _• .AIw w• r IIIll1 •-• 1 •I • . • Iw 11 Y. 1 �1.11••�• go tl•wI • /1 II In • /1 w .I• ••I • w1•w11w 1 1_wI 11✓. 1 •• • t • J: • •11 • • • • t •11 • /1 • .1•« • •• Y•• •w .•t •le •U• 1• t t / •11 • 1� • •II • t1•w•1 ••1 w t /•II .1• • ►:•' /IIItI •w ' 1 �11 1 1 1 1 1 1 •. 1 1 I I 1 1 I I . I I • 1 11 11 _.a 1 1 1 1 / Construction Control Affidavit PROJECT NUMBER 5802.00 PROJECT TITLE Bed Bath&Beyond"Hyannis Mass" PROJECT LOCATION 621 lyanough Road Hyannis, MA NAME OF BUILDING Tenant Improvement For a New Bed Bath& Beyond NATURE OF PROJECT New retail Building for Bed Bath&Beyond IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, David N. Lummis Registration No. 8805 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL X STRUCTURAL MECHANICAL (Tenant Improvement Work Only) FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT:AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116.2.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE S I FAC Y LETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signature a {V� 5 SUBSCRIBED AND'SWORN.rP BEFORE ME THIS t DAY OF 2001 r ,�j •r +66&0� 6DOROTHY J.STELLWA(�`NOTARY PUBLIC OF NEW JERSEY M Commis NOT -AP: MY COMM ISSI-OWEXPIR&S I .,a � - apt`. ��" Construction Control Affidavit PROJECT NUMBER 79269 PROJECT TITLE Bed Bath&Beyond"Hyannis Mass" PROJECT LOCATION 621 lyanough Road Hyannis, MA NAME OF BUILDING Tenant Improvement For a New Bed Bath&Beyond NATURE OF PROJECT New retail Building for Bed Bath&Beyond IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, MICHAEL L.WILSON Registration No. 37109-M BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL X (Tenant Improvement Work Only) FIRE PROTECTION ELECTRICAL X OTHER X (Plumbing) (Tenant Improvement Work Only) (Tenant Improvement Work Only) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS,COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND " OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116.2.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO T E SATISFACT RY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signature 'SUBSCRIBED AND SWORN TO BEFORE ME THIS (�� S DAY OF 2001 " DOROTHY J.STELLWAG ► NOTARY PUBLIC OF NEW JERSEY ' My Commission Expires Feb.13,2006 NOTARY PUBLIC MY.COMMISSION EXPIRES t I ' � n � ,•� ✓le �cvnvncoacurealC�t a�/��uaaa�uo� BOARD OF'BUIL'DING REGULATIONS .1 License: CONSTRUCTLON;SUPERVISOR Number:,CS 007964 °+ Birthdate 10/24/1943 Expires;•.10/24l2003 Tr. no: 7979 Restrcted: 00 CARL S RIEDELL 178 SC' UDDER RDA . OSTERVILLE, MA 02655 k Administrator 41 i I 'Lighting Compliance Certificate Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la Section 1: Project Information Project Information: Bed Bath&Beyond "Hyannis" 621 Iyanough Road(Route 132) Hyannis,MA Owner/Agent: Telephone: Document Author Information: DLB Associates 214 W.Main Street Suite 208 Moorestown,NJ 08057 Section 2: General Information Building Location: Barnstable,Massachusetts Climate Zone: 12a Heating Degree Days(base 65 degrees F): 5884 Cooling Degree Days(base 65 degrees F): 606 Building Use Method of Compliance: Activity Type Method Activity Type(s) Floor Area Retail and Banking General Retail Sales Area 16932 Common Space Types Office-Enclosed 812 Common Space Types Active Storage 2271 Project Description(check one): New Construction _Addition !Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/N) Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor) Exceptions: Security lighting,building lobby/retail store/mall Master switch at entry to hotel/motel guest room Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby Photocell/astronomical time switch on ext. lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 45371 45120 YES Exterior Lighting Type(s)of exterior lighting sources: _Fluorescent _Metal Halide —High-Pr.Sodium Exceptions: Specialized signal,directional,and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage;safety or security lighting;low-voltage landscape lighting. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in CO/Mchecck-EZ Version 2.2 Release la. Principal Lighting Desig r-Name Signature Date f � Lighting Application Worksheet Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la , y Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category ft2 watts/ft2 B x C Retail and Banking General Retail Sales Area 16932 2.1 35557 Allowance:Merchandise Display/Fix.ID:L 1026(a) 1.6 1620(b) Allowance:Merchandise Display/Fix.ID:BV 350(a) 1.6 560(b) Allowance:Merchandise Display/Fix.ID: SW 375(a) 1.6 300(b) Allowance:Merchandise Display/Fix.ID:FW 375(a) 1.6 270(b) Allowance:Merchandise Display/Fix.ID: DH 375(a) 1.6 600(b) Allowance: Merchandise Display/Fix.ID:H 2261(a) 1.6 2640(b) Allowance:Merchandise Display/Fix.ID:G 470(a) 1.6 108(b) Common Space Types Office-Enclosed 812 1.5 1218 Common Space Types Active Storage 2271 1.1 2498 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b)Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. Total Allowed Watts= 45371 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of . Fixture ID Lamp Description Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E Sales Area A&AA 8 Foot Fluorescent/48"T8 32W/Electronic 4 276 112 30912 B&BB 4 Foot Fluorescent/48"T8 32W/Electronic 2 56 56 3136 G Single Sign Band/36"T8 25W/Electronic 1 4 27 108 H Double Sign Band/36"T8 25W/Electronic 2 55 48 2640 DH Dinnerware Hutch/Incandescent 50W 6 5 300 1500 FW Flatware Display/Twin Tube 18W/Electronic 6 3 90 270 SW Stemware Display/Incandescent 50W 2 3 100 300 BV Bath Vignette/Incandescent 50W 3 7 150 1050 L Display Track/Incandescent 100W 1 18 90 1620 Storage Areas A&AA 8 Foot Fluorescent/48"T8 32W/Electronic 4 19 112 2128 B&BB 4 Foot Fluorescent/48"T8 32W/Electronic 2 2 56 112 Office Area C&CC 2'x4' 18 Cell Parabolic/48"T8 32W/Electronic 3 2 84 168 D&DD 2'x4'Prismatic/48"T8 32W/Electronic 3 14 84 1176 Total Actual Watts= 45120 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. . Total Allowed Watts= 45371 Total Actual Watts= 45120 Project Compliance= 251 Lighting PASSES: Design 1%better than code HYANNIS FIRE DEPARTMENT FIRE AND RESCUE 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MA 02601 OFFICE OF BUSINESS 508-775-1300 HAROLD S.BRUNELLE EMERGENCY 508-775-2323 CHIEF OF DEPARTMENT FAX 508-778-6448 1 2-27-01 Plans submitted this date for Bed, Bath & Beyond. Mary Delaney FOR: Lt. Eric Hubler N H A NEWBURY DESIGN ASSOCIATES MEMORANDUM dt: January 8, 2002 to: Carl Riedell fr: Joe Onorato Newbury D ig Associates re: Bed Bath Be nd Project No. 49 Tenant Fit-up Permit Application The following information is attached with regard to the tenant permit application: 1. The application has been completed. The information lacking at the time of submittal was the estimated construction cost which has now been included. 2. The Board of Health needs to sign-off on the permit. Their approval has to be obtained by the applicant. I tried to do this when I attempted to submit the application, but no one was available at the Board of Health desk when I was there. Be advised, their hours are limited to 8:30 -9:30 am and 1:00 -2:00 pm. 3. The Tax Collector needs to sign-off on the permit also. Now that the taxes are paid, there should not be a problem. 4. A copy of the letter of approval from site plan review. 5. Worker's compensation affidavit, signed by yourself, along with a copy of your builder's license. 6. A check for$50 for the permit application fee. 7. Original copies of the architectural and engineering affidavits. 8. Lighting Compliance Certificate. 9. Letter from the fire dept. confirming receipt of plans. 10. One half size set of drawings. I believe the above completes the list of outstanding items. I do appreciate your help. Please let me know how you make out and if you need anything else from this end. 29 WASHINGTON STREET;WELLESLEY, MASSACHUSETTS 02481 781,237.8790 T 781.237.8791 F 02/25/2002 15:41 7812378791 NEWBJRV DESIGIa ASSOC PAGE 01 Ili11 A NEWHURY IiESlliN A SIIL;IATFI TRANSMITTAL Date: February 25, 2CC1 Project: BE & B/Hyannis Firm: Town of Barnstable Building Dept. 367 Main Street Project No,; 01149 Hyannis, MA 02601 Attention.. Tom Perry We transmit via; _Nail Overnight X Fax Total pgs.ssn _ 2 Hand Delivered Fax Number: 508-790-6230 For your: _Review&Comment _Aporovai X Use _ "information The following: X Submittal _ Originals _Prints Specifications Copy of letter Samples Copies L'escription 1 Back to Back Zack Detail Remarks: ...... ..................... _.. Tom: ....._ ...... .. ....... . ....... . ....... .. Piease iet rre know If you need any additional information. Signed; Joe Onorato Copy to: File 29 WASHINGTON STREET,WE=LLESLEY,MAiSACHUSETTS 02481 781.237,8790 T 781.237.8791 F I N "s, An NEW1111HY 11EMEN MSOCJUEti TRANSMITTAL Date: February 11, 2002 Project: "BB & B/Hyannis Firm: Town of Barnstable Building Dept`$ 200 Main Street Project No.: 01149 Hyannis, MA 02601 Attention: Tom Perry I We transmit via: Mail X Overnight _Fax Total pgs.sen Hand Delivered Fax Number: For your: Review&Comment Approval X Use Information The following: X Submittal _Originals X Prints _Specifications Copy of letter, Samples Copies Description 3 Rack Layout Drawing F-6 3 Rack Detail Drawings 1 Seismic Calculations Remarks: ........ ... ......... ..:... ........ ........ ..... Tom: ...........................................................................................................................................................:...................:................................ ............................................. ........................ ....... ................. ................................................................................................................................................................................................................................................................................................................. The attached stamped drawings are submitted as requested. Please let me know if this is acceptable. ........................................................................................................................................................................... .. . ....... ........ ...... ....... ......... ........ ..... ......... ......... ......... ......... ......... ......... ......... ................................................................................................................................................................................................................................. ......... . ....... ......... .......... ......... ......... ......... cc: J. Purcell/BB&B .... ......... ......... ......... S. Cantor/BB&B . ...................................................................................................................................................................................................................._........................................................................... Signed: Joe Onorato Copy to: File 29 WASHINGTON STREET,WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F _ 02/'25/2002 15:41 7812378791 NEWBURY DESIGN ASSOC PAGE 02 71 1/8" POLYMERIC .COATED ' FIBER BOARD BETWEEN SHELF BACKS i SOLID SHELVES (TYP) SPACING g � VARIES 25 51't DETAIL"E" (SALES FLOOR BACK TO BACK) SCALE: NTS I SEIZMIC _ MATERIAL HANDLING ENGINEERING EST- 1995 STORAGE RACKS STEEL SHELVING SEISMIC ANALYSIS ALASKA INDIANA OHIO DRIVE-INRACKS MOVABLE SHELVING STRUCTURAL DESIGN ARIZONA KANSAS OKLAHOMA CAN=VERRACKS STORAGE TANKS CITY APPROVALS CALIFORNIA MICHIGAN OREGON MEZZANINES MODULAR OFFICES STATE APPROVALS COLORADO MNNESOTA PENNSYLVANIA CONVEYORS GONDOLAS _ PRODUCPTESTING CONNECTICUT MISSOURI. TEXAS CAROUSELS BOOKSTACKS FIELD INSPECTION GEORGIA MONTANA UTAH PUSHBACKRACKS FLOW RACKS SPECIAL FABRICATION IDAHO NEVADA VIRGINIA RACKBUrLDINGS FOOTINGS PERMITTING SERVICES ILLINOIS NEW MEXICO WASHINGTON WISCONSIN SEISMIC ANALYSIS OF SHELVING FOR BED BATH & BEYOND 621 LYANOUGH RD.STE. 132 HYANNIS,MA. JOB#:02-0193 N OF S �o� S E • :o i � U H ► � Q S P.E. 2/6/02 161 ATLANTIC STREET POMONA CA 91768 TEL:(909)869-0989 FAX:(909)869-0981 i •t. • r ' I # l�t SEIZMIC PROJECT BED BATH & BEYOND ` �• FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 2 OF 52 TEL:(909).869-0989 - FAX:(909) 869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 TABLE OF CONTENTS DESCRIPTION PAGE TITLE PAGE 1 TABLE OF CONTENTS 2 RAPID RACK-TYPE 1 3 TO 15 PROJECT SCOPE, PARAMETERS, & SPECIFICATIONS 3 GENERAL CONFIGURATION 4 SUMMARY & ELEVATIONS 5 LOADS& SEISMIC DISTRIBUTION 6 LONGITUDINAL ANALYSIS 7 COLUMN ANALYSIS 8 BEAM ANALYSIS 9 CONNECTOR ANALYSIS 10 TRANSVERSE BRACING ANALYSIS 11 OVERTURNING ANALYSIS 12 BASEPLATE ANALYSIS 13 SLAB & SOIL ANALYSIS 14 RAPID RACK STORAGE FIXTURES 3 TO 35 PROJECT SCOPE,.PARAMETERS, & SPECIFICATIONS 16 GENERAL CONFIGURATION 17 SUMMARY& ELEVATIONS 18 TO 26 LOADS& SEISMIC DISTRIBUTION 27 LONGITUDINAL& TRANSVERSE'ANALYS)S 28 COLUMN ANALYSIS � � 1 I'ill,- R"' 29 gut 4sf!!!ii j cig RIVET CONNECTIONRCHECKG S? A. 30 Y Uf �. i BEAM ANALYSIS" 31 TO 33 OVERTURNING ANAL`YSIS 34 ti��a. SLAB & SOIL ANALYSISjr �� 35 WIRE WELD FLOOR ANCHORED FIXTURES 36 TO 48 GENERAL CONFIGURATION 37 PROJECT SCOPE, PARAMETERS, & SPECIFICATIONS 38 SUMMARY& ELEVATIONS 39 TO 41 LOADS& SEISMIC DISTRIBUTION 42 COLUMN ANALYSIS 43 LONGITUDINAL BRACING ANALYSIS 44 TRANSVERSE BRACING ANALYSIS 45 OVERTURNING ANALYSIS 46 BASEPLATE ANALYSIS 47 SLAB& SOIL ANALYSIS 48 WIRE WELD WALL FIXTURES : 49 TO 52 OVERTURNING/WALL ADEQUACY "A" 50 OVERTURNING/WALL ADEQUACY "Al" 51 OVERTURNING/ WALL ADEQUACY "A2" 52 5EIZMIC PROJECT BED BATH & BEYOND iroFOR BED BATH.& BEYOND INc. SHEET NO. 3 OF 52 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE TEL: (909)869-0989 • FAX:'(909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 7 2 5 6 3 4 1. COLUMN. TRIBUTARY AREA 2. BEAM. ./------------ ; 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. TRANSVERSE, ; 7. BACK CONNECTOR. LONGITUDINAL TO_ SEIZMIC PROJECT BED BATH & BEYOND INC. FO R BED BATH & BEYOND SHEET NO. 4 OF 52 TEL: MATERIAL HANb G NGINEERING 81 CALCULATED .BY J'J' DATE 2'(o _oZ- . 161 ATLANTIC STREET • POMONA •CA 91768 CONFIGURATIONS TYPE 1 500 lb. z „ 5 500 lb. 4 4 " 3 ,. 500 lb. 144" 3 500 lb.. 4 1 „ 2 500 lb. 5 „ 4 " .�--- .96" 24"-�1' S�MMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND SHEET NO. 5 OF 52 MATERIAL HANDLING ENGINEERING CALCULATED BY �"�' DATE -Z_ TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET POMONA • CA 91768 TYPE 1 500 lb. 90# 8_1#b SPECIFICATION z " 5 Soo lb. 78# 70# - MAIN STEEL 50000 PSI 4 4 " - BASE PLATE STEEL 36000 PSI 3 '� - ANCHOR - WEDGE TYPE 3/8 x 2-1/2 MIN. EM ED. 500 lb, 55# - FLOOR SLAB 4" X 2000 PSI. REINFORCED 144" 3 500 lb. 45# 4 „ - SOIL BEARING PRESSURE 1000 PSF 1 5" 2 500 lb. 35# # - EFF. PEAK ACCEL. COEF. . - TYPE=SINGLE ROW UNITS. 5 „ 41 - BASE SHEAR FORMULA = 2.5Aa(wLL+wDL)/R u = 9 6" + SECTION AXIAL FORCE MCMENT BEAM MOMENT 1 1,375 lb. 4,125 in.lb. 3,103 in.lb. < stdconn. 2 1,100 1 b. 1,081 in.lb. 1,490 in.lb. < stdconn. 3 825 lb. 899 in.lb. 1,711 in.1b. < stdconn. 4 550 1 b. 1,523 in.lb. 1,489 i n.l b. < stdconn. 5 2751b. 455 in.lb., 727 in.Ib. < stdconn. TYPE 1 DESIGN LOAD = 500# BASE PLATE COLUMN BEAM 11 3X1 5/8X12GA v 7X5X .375 COLUMN STRESS =0.31 3- 3/16X2- 1/2X14GA(BB1) M base= 4125 i n.lb. MAX L04D/LEVEL= 3,4981 b. BEAM IS O.K. OVERTURNI NG BRACING SLAB & SOIL HORIZONTAL DIAGONAL V ANCHCR STRESS= 0.09 1 1/2 X 1- 1/2 X 14 GA 1 1/2 X 1- 1/2 X 1.4 GA PUNCT. STRESS=0.38 # CF ANCHCRS= 2 STRESS= 0.03 STRESS = 0.08 BENDING STRESS =0.30 a, P SEIZMIC PROJECT BED BATH& BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 6 OF 52 TEL: (909)869-0989 • FAX:(909)869-0981 CALCULATED BY JJ DATE Z 161 ATLANTIC AVENUE• POMONA• CA 91768 [LOADS &DISTRIBUTION: TYPE 1- LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) =wLL DEAD LOAD PER SHELF =wDL SEISMIC BASE SHEAR DETERMINED IN ACCORDANCE WITH SECTION 1610.4.1.1 OF THE 1996 BOCA =V. WHERE: V= ( 2.5 x AO) / R x Wtotal Wtotal= (wLL/1 +WDL) Act = 0.2 _ SOIL COEF. =S1 R (LONGITUDINAL) = 4.5 R (TRANSVERSE)= 5 wDL= 50 LB n = 1 SINGLE ROW UNITS DEPTH= 24 in LONGITUDINAL DIRECTION: Viong= [2.5*0.2'(2500/1+250)/4.5] = 306 Ib Fi= V WhVjWh TRANSVERSE DIRECTION: Vtrans=-[2.5*0.2*(2500/1+250)/5]. = 275 Ib Fi = V Whi/jWh SEISMIC DISTRIBUTION: LEVEL h WEIGHT HEIGHT W X H Fi(long) Fi(trans) Mot IN LB IN LB-IN LB LB IN-LB 1 56.0 500 56.0 28,000 35.4 31.8 1,781.8 2 16.0 500 72.0 36,000 45.5 40.9 2,945.5 3 16.0 500 88.0 44,000 55.6 50.0 4,400.0 4 36.0 500 124.0 62,000 78.3 70.5 8,736.4 5 20.0 500 144.0 72,000 90.9 81.8 11,781.8 144 IN F= 242,000 306 LB 275 LB 29,645 IN-LB TOTAL FRAME LOAD=2750 LB I SEI ZMI C PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND 1►vC. SHEET NO. 7 OF 5 2 TEL MATERIAL ATE IAL0 N • FAX DLINGENGINEER69-0981 ING CALCULATED BY J.'J. DATE - -o-- 161 ATLANTIC STREET •POMONA + CA 91768 LONG ITUDI NA ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA" FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = 306 1 b. 112jin Vcol = 153 1 b. 1 coi acorn. F1 = 181b, F1 F2 = 23Ib. F 3 = 2 81 b. h= 54 in. col.to slab. F 4 = 39 1 b. F 5 = 45 1 b. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 4125 in.lb. Mupper Mupper + MI ow er Mconn'R' + Mconn'L' Meozm"L" Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ow er Mconn••R' Mconn = [Mupper + MI owerY2 MWwcr RESULTING FORCES ON COLUMN tool SECTION AXIAL LOAD MOMENT Mconn 1 1375 4125 B 3 3102 2 1100 1080 1489 3 825 898 1710 4 55.0 1522 1488 5 275 U 454 r f PROJECT BED BATH & BEYOND SEI ZMI C BED BATH & BEYOND INC. FOR 8 52 SHEET NO. of MATERIAL HANDLINGENGINEERING CALCULATED BY i.j. DATE TEL: (909)869-0989 • FAX: (909)869-.0981 161 ATLANTIC STREET •POMONA • CA 91768 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. Pmax = 1 ,375 lb. Mmax = 4,125 in.lb. Kxl x/rx = 1 .2 * 55 / 1.23 = 53.7 Kyly/ry = .8 * 42 / .617 = 54.5 < GOVERNS A Cc = (21T/2 E/Fy)/.5 = 107.0 0 B SINCE KI/r Cc, Fa = .522Fy - [(kl/r*Fy)/14941/2 = 22,778 psi. - C fa = P max/Area = 2,193 psi . fb = Mmax/Sx SECTION PROPERTIES A= 3" B = 1.625" 6,496 psi. C= .75" D = 0" fa/Fa = 0.10 <=.15 E = 0" wt. = 0# fa/Fa+fb/Fb L= tl = .1046" t2 = 0"1 .33 Area= .627°A2 Fb = .6*Fy = 30,000 psi. Ix = ..953"A4 ly= .239"A4 Sx = .635"A3 Sy = .278"A3 fb/Fb = 0.22 rx = 1.23" ry= .617" COMBINED STRESS = 0.31 16*1. 42" 5511 42" 4- Front View Side View PROJECT BED BATH & BEYOND S E I ZMI C BED BATH & BEYOND FOR Irvc. 9 52 SHEET NO. OF MATERIAL HANDLING ENGINEERING CALCULATED BY i'j. DATE TEL: (909)869-0989 • FAX: (909)869-0981 16.1 ATLANTIC STREET• POMONA CA 91768 BEAM ANALYSIS TYPE I BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. act = 96.0 in. 2.5° max = [1950 + 1200(M1/M2)]b/Fy SINCE M1/M2 = 1.0 I max = 3150*b/Fy = 158 in. .75" SINCE I max >l act Fb = .60Fy = 30,000 psi. MAXI MUM STATI C LOAD PER LEVEL DEPENDS ON 3.1875' 1 ) BENDING CAPACITY t= .0747 in. M = Sx* Fb = wl i2/8 23610i n.1 b. CAPACITY = 2(8*M/1) = 34971 b. Sx = 0.787 in.A3 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). Ix = 1.28.7 in.A4 0 = 5wI/4/384EI CAPACITY = 2[(384EI)/(5*180*1/2)] = 35151 b. MAXI MUM STATI C LOAD P ER LEVEL I S 3,498 1 b. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. M static= wIA2/8 = LIVE:LOAD*U(2*8) Mal I aw(static) = Sx * Fb Mimpact= 1.125*M stab c Mallow(seismic) = 1.33 * Sx * Fb Msei s mi c = Mconn (SEE LONG. ANALYSI S) LEVEL Mstati c Mi mpact Mal I ow Msei smi c Mal I ow RESULT 1.125 Mstatic (static) (seismic) 1 3000 3375 20986 3102 31480 GOOD 2 .3000 3375 20986 1489 31480 GOOD 3 3000 3375 20986 1710 31480 GOOD 4 3000 3375 20986 1488 31480 GOOD 5 3000 3375 20986 727 31480 GOOD s E SEIZMiC PROJECT P BED BATH & BEYOND INC. FOR BED. BATH & BEYOND SHEET N0 10 OF 52 . MATERIAL HANDLING ENGINEERING — TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY i•j• DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 BEAM TO COLUMN ANALYSIS• RAPID RACK STANDARD CONNECTOR Mconn max= Mconn. seismic+Mend MUpper = 3,1031N-LB CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: PER AISI SECTION E-3.3 1)SHEAR CAPACITY OF STUDS Mconn Mconn AISI TABLE E 3.4-1 STUD DIAMETER= 7/16 IN o 0 Fy= 24000 PSI <===A307 ° ° Pmax-shear= Fy' Area = 24000 PSI " (0.4375 IN)A2 `TV4 = 3,607.9 LB BEARING CAPACITY ON COLUMN Fu= 65,000 PSI Column Thickness=0.0750 IN MI owe r Ptnax-brg= Bearing Area' Fbearing lit = (2.22' Fu) ' (pia, ' thickness) P1 = (2.22' 65000 PSI '0.4375 IN " 0.075 IN)/2.22 = 2.132.8'LB <3607.9 LB MOMENT CAPACITY OF BRACKET Fy(BRACKET)= 50,000 PSI a 4" Mcap= Sbracket' Fbending = 0.207 IN^3' 0.66- Fy = 6,831 IN-LB P2 C= Mcap/0.75 = 1.11 ' P1 b 1/2" 1/2" THUS, P1= 1.2'Mcap = 8,197 IN-LB >3607.9 LB a= 4.50 IN b= .50 IN THUS, GOVERNING VALUE IS THE MIN VALUE OF Pi, C= P1 +P2 +P3 P1-eff= 2,133 LB = P1+P1'(0.5/4.5) - = 1.11'P1. Mconn-allow= P1'4.5 IN+ P2'0.5 IN = 4.56' P1-eff' 1.33 Sbracket= 0.207 IN^3 = 12,955 IN-LB > Mconn max, OK 3" t=7 ga ,�- 1-5/8" �' PROJECT BED BATH & BEYOND t SEI ZMI C 1 BED BATH & BEYOND FOR INC. 52 SHEET N.O. 1 1 OF MATERIAL HANDLING ENGINEERING CALCULATED BY J-J' DATE 2- (& _62' TEL: (909)869-0989 FAX: (909)869-0981 161 ATLANTIC STREET•POMONA • CA 91768 FIRANSVERSEANALYSISM ACING TYPE 1 SUMED THAT THE LOWER PANELRESISTS THE FRAME SHEAR IN TENSION ANDSSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILLa BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L-6)/2+(D-2*Bcol)/2]J.5 DI= 40.2" - = 40.2 ---, Vdi ag Vtrans * Ldi ag. /=D L= 42" = 461# kl/rmi n = [ 1 * 40.2 ] / .488 = 82.47 Fa =.522Fy- [kl/r*Fy/1494],2 184.80 psi.. fa/Fa =Vdi ag/(Area*Fa) D= 24° = 0.08 DIAGONAL AND HORIZONTAL BRACING Area= .3 2 5 "^Z r mi n= .488 " oo H it 0747 " W= 1.5 l H= 1 .25 t =SEIZM1C%%% BED BATH & BEYOND PROJECT INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. . 12 OF 52 TEL:(909)869-0989 - FAX: (909)869-0981 CALCULATED BY JJ DATE 161 ATLANTIC AVENUE• POMONA- CA 91168 F RNING ANALYSIS: TYPE 1 OF OVERTURNING WILL BE BASED ON SECTION 1610.4.4 OF THE 1996 BOCA DEPTH = 24 in TOP LEVEL HEIGHT= 144 in FULLY LOADED: Total Shear= 275 lb EL n Fn Mot= 7(Fi*hi) * 1.15 = .34,092 in-lb EL s Mst= l(Wp+wDL)*D/2 F5 = (2500 lb+ 250 Ib)*24 iN2 = 33,000 in-lb EL 4 F4 Puplift= 1(Mot- Mst)/Depth = (34092-33000)/24 = 46. lb <= UPLIFT EL 3 -� F3 TOP SHELF LOADED: SHEAR= 55 lb EL z Mot= Vtop* ht* 1.15 —� F2 55 lb* 144 in * 1.15 = 9,108 in-lb EL 1 F1 Mst= (Wp+wDL)*D/2 = (500 lb+250 Ib)*24/2 = 9,000 in-lb d Puplift= 1(Mot- Mst)/Depth = 5 lb <= UPLIFT ANCHOR QUANTITY= 1 PULLOUT= 753 LB SHEAR 1467 LB COMBINED STRESSI = (46 LB/753 LB)^5/3+(138 LB/1467 LB)"5/3 = 6.03 < 1.6 OK COMBINED STRESS2= (5 1-13/753 LB)^5/3+(28 LB/1467 LB)^5/3 = 0.00 < 1.0 OK USE (1) 3/81-OX2-1/21-MIN. EMBED. HILTI KWIK BOLT II ( I.C.B.O.#4627) OR APPROVED EQUAL PULL OUT CAPACITY IS THAT OF WITHOUT SPECIAL INSPECTION. PROJECT BED BATH & BEYOND Y SEI ZMI C BED BATH & BEYOND INC. FOR 13 OF 52 SHEET NO. MATERIAL HANDLING ENGINEERING CALCULATED BY i..I. DATE 2 -(0`02 TEL: (909)869-0989 • FAX; (909)$69-0981 1.61 ATLANTIC STREET+ POMONA • CA 91768 BASE PLATE :TYPE 1 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE.SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 1375 1b. B = 7 in. D = 5 in. t = .375 in. Mb = 4125 i n.l b. b = 3 in. b1 =2 in. P/A = Pcol/(D*B) = 39.28 psi. �Peol M/S = Mb/((D*B/2)/6) = 101 .0 psi. fb2 = 2b/B*fb = 57.72 psi. bl b '_' bl fb1 = fb-fb2 = 43.29 psi. �I Mbase = w b1/2/2 = b1 i2/2[fa + fb1 + .67fb2] B Mbase = 242.1 i n.l b. Sbase = 1*t/2/6 = 0.0234 i n./3 fa Bill.11111 Fbase = .75Fy * 1 .33 = 36000 psi. fb2 fb/Fb = Mbase/(Sbase*Fbase) = .28 fb fbl ANCHOR TENSION ymo = O T*d2=[Mbase- Pcol*b/21 I Pool T = Mbase/d2 - Pcol*b/2d2 T = 5.15 1 b. T Cb Mbase� dl 11 0 Mbase dz dl SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET N0. 4 Of 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY JJ DATE Z- Z- 161 ATLANTIC AVENUE• POMONA• CA 91768 SLAB AND SOIL: TYPE 1 PER THE 1996 BOCA THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE,ACTING AS A FOOTING. CONCRETE IS REINFORC (A) PUNCTURE P= (1.4)*(Pcol)+(0)*(Movd) = (1.4)'(1375)+(1.7)*(340921N-LB/241N) = 4,340 LB 1-00 Fpunct= (2.66)*(F'c^0.5) ( 2.66)*(4000 PSI)^0.5 t PS I S x x - 2 t ff.+v2 + 2+ De Au Weff. t/ p ct C( ) ( = [(2.125 IN+6/2)+(2.375 IN+6 IN/2)]*(2)*(6 IN) b B 126.0 IN^2 fv/Fv= P/[(Apunct)*(Fpunct)] L = 4339.87 LB/[(126 IW2)*(168.23 PSI)*0.65) (B) SLAB TENSION 0.31 <1.33 OK Asoil= P/[(1.33)*(fs)] = 4339.87 L,B/[(1.33)*(1000 PSF/1441NA2/FTA2)] = 469.9 FT^2 L= Asoil^0.5 _ (469..88 FT^2)^0,5 BASE PLATE = 21.7 IN Weff. = 2.125 IN B= [(Weff.)*(Deff.)]^0.5+t Deff.= 2.375 IN = [(2.125 IN)*(2.375 IN)]^0.5+6 = 8.2 IN b= (L-B)/2 CONCRETE = (21.68 IN-8.25 IN)/2 t= 6.0 IN = 6.7 IN f'c= 4,000 PSI Mconc= (w)*(b^2)/2=[(1.33)*(fsr(b^2)]/[(144)*(2)] = [(1.33).*(1000 PSI)*(6.72 IN)^2]/[(144)*(2)] = 208IN-LB SOIL Sconc= (1)*(t^2)/6 fs= 1,000 PSF = (1)'(61N)"2/6 = 6.00 IN"3 Fconc= (5)*(0)*(f'c^0.5) 0= 0.65 = (5)*(0.65)*(4000 PSI)rt0.5 DEPTH= 24.0 IN = 205.5 PSI Mot= 34,092 IN-LB Pool= 1,375 LB fb/Fb= Mconc/[(Sconc)f(Fconc)] = 208.24 IN-LB/[(6 IN^3)*(205.55 PSI)] 0.17 <1.33 OK SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SH EET NO. 15 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY -) DATE Z-(.-0 Z 181 ATLANTIC AVENUE• POMONA• CA 91768 RAPID RACK TYPE LIGHT DUTY STORAGE FIXTURES I P. • =SEIZM PROJECT BED BATH & BEYOND wc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET N0. 16 OF 52 TEL:(909)869-0989 - FAX: (909).869-0981 CALCULATED BY � � DATE �- 161 ATLANTIC AVENUE- POMONA• CA 91768 LIGHT DUTY STORAGE RACKS: PROJECT SCOPE THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE RACK SYSTEM COMPLIES WITH SECTION 1610.4.1 OF THE 1996 BOCA. CRITICAL CONFIGURATION ANALYZED. PARAMgTERS SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING . FORMULA: V= 2.5xAaxW/R WHERE: Aa= 0.2 R= 4.5 <==FOR MOMENT FRAMES W= LUn+DL n= 1 SPECIFICATIONS STEEL- Fy=36000 PSI BOLTS-,A 7;'UAI:L 5 :QTHERWISENOTED ANCHORS- 1/4"0 x 2"MIN. EMBED. HILTI KWIK BOLT II ICBO 4627 SHELVES-.FAFFIC:L :13AD OR PLYWOOD SLAB- 4 IN x 2000 PSI SOIL- 1,000PSF CONFIGURATIONS CRITICAL CONFIGURATION ANALYZED ALL 12-1/2'DEEP UNITS WILL BE BACK TO BACK OR TOP TIED r SEIZMIC PROJECT BED BATH & BEYOND ` INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 GENERAL CONFIGURATIONS: 1) POST 2) FOOT PLATE 3) ANCHOR 5 5) BEAMS 1B 1A 4B 4A 2 3 O 3 - NOTE:THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED. =SEIZMI( PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 18 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 SPECIFICATION UNIT 1', 13, 59, 46 ELEVATION THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH IN THE 1996 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LA . LAT ERAL FOR CES.ES COLUMN STEEL- 36,000 PSI 481/2" 241/2" � BEAM STEEL= 36,000 PSI 7 BASE STEEL- 36,000 PSI 34 1/2" BOLTS- A307 UNLESS OTHERWISE NOTED -- .151/2"clear SLAB- 4 IN'2000 PSI 34 1/2" SOIL- 1000 PSF 14"clear 144'f SEISMIC FORMULA- 2.5 x Aa x W/R (SECTION 1610.4.1 OF THE 1996 BOCA) 34 1/2" SEISMIC ZONE 0.2 —+�--- 11"clear [;ONFIGURATION� �— SINGLE ROW UNITS 34 1/2" #LEVELS= 11 LVL BEAM LENGTH= 48.5 IN LULEVEL= 100 LB DULEVEL= 10 LB FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 1,13,59,46 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) 7. -MTYPE= T POST TYPE= HILTI KWIK BOLT II SIZE— (TP 12 I.C:B.O. #4627 TYPE= DRBZ STRESS= 70% QUANTITY/(F.P.)= 1 STRESS= 11% SIZE= 1/4"Ox2" MIN. EMBED. STRESS(FULL)= 2% STRESS TOP = 0% SLAB AND SOIL SLAB THIC K= 4.0 IN RET fC E ' = 2,000 PSI STRFSS(PUNCTURE)= 26% CONC STRESS( ENSION)= 17%ING— 1,000 PSFSOIL BEAR BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N STRESS= 46% SEIZMIC PROJECT BED BATH & BEYOND wc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING `SHEET NO. 19 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE 2- �- 161 ATLANTIC AVENUE• POMONA• CA 91768 SPECIFICATION UNIT 5 ELEVATION THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH IN THE 1996 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. 181./2" COLUMN STEEL- 36,000 PSI --•--- 961/2" BEAM STEEL- 36,000 PSI BASE STEEL- 36,000 PSI 19 3/4" 1991/2" BOLTS- A307 UNLESS OTHERWISE NOT 18" 18" 4— SLAB- 4 IN*2000 PSI 18" 1.8" SOIL- 1000 PSF 18" 18° 1 It I ,— SEISMIC FORMULA- 2.5 x Aa x W/R 12" 12" (SECTION 1610.4.1.OF THE 1996 BOCA) 12" 1_2'; SEISMIC ZONE 0.2 12 — 11211 11 CONFIGURATION SINGLE ROW UNITS #LEVELS= 9 LVL 31 1/2" 31 1/2" BEAM LENGTH= 96.5 IN LULEVEL= 100 LB 211/16" DULEVEL= 20 LB 2 3/4" FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 5 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE=T POST TYPE= HILTI KWIK BOLT it SIZE- TP 12 I.C.B.O. #4627 ( STRESS= 64% QUANTITY/(F,P.)= 1 - EMBED: _ .SIZE- 1/4 0 x 2" MIN TYPE= DRB : STRESS(FULL)= 13% . STRESS= 27% STRESS(TOP)= 0% TYPE= DRC SLAB AND SOIL STRESS= 12% SLAB THICK= 4.0 IN CONCRETE f'C= 2,000 PSI STRESS(PUNCTURE)= 28% SOIL I BEARING- 1,000 PSF STRESS(TENSIGN)= 20% BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N STRESS= 27% SIMILAR UNITS ARE: 2,6, 11, 14(MOST CRITICAL CONFIGURATION ANALYZED.) SEIZIV1 PROJECT BED BATH &'BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 20 OF 52 989 - FAX: 909 869-0981 BY J.J. DATE TEL: 909 869-0 ( ) CALCULATED 161 ATLANTIC AVENUE • POMONA- CA 91768 SPECIFICATION UNIT 7 ELEVATION THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH IN THE 1996 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. UNIT 7 ELEVATION COLUMN STEEL- 36,000 PSI 181/2" . � 48112" BEAM STEEL- 36,000 PSI 13 3/16" BASE STEEL- 36,000 PSI 121/8" 36" BOLTS- A307 UNLESS OTHERWISE NOTED 121/8„ SLAB- 4 IN*2000 PSI 12 ^ / " 36�� 1 p SOIL- 1000 PSF 144' 1p „ SEISMIC FORMULA- 2.5 x Aa x W/R 121/8" (SECTION 1610.4.1 OF THE 1996 BOCA) -1-7 1 341/2" SEISMIC ZONE 0.2 — Na= 1 121/8" CON FIG U RATION 12 1/8" SINGLE ROW UNITS 41 ip 5 341/2" #LEVELS= 13 LVL BEAM LENGTH= 48.5 IN 10 /8" LL/LEVEL= 100 LB 2 3/16" 2 3/1.6" DL/LEVEL= 10 LB FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 7 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE= T POST TYPE= HILTI KWIK BOLT II SIZE— TP 12 I.C.B.O. #4627 ( STRESS= 91% QUANTITY/(F.P.)= 1 SIZE_ 1/4"0 x 2" MIN. EMBED. TYPE= DRB STRESS(FULL)= 52% STRESS= 12% STRESS(TOP)= 0% TYPE= DFIC SLAB AND SOIL. STRESS= 5% SLAB THICK= 4.0 IN CONCRETE f'c= 2,000 PSI STRESS(PUNCTURE)= 38°/c, TENSION= 33% RIN = 1,000 PSF STRESS ) SOIL BEA G BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N STRESS= 55% , o SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 21 OF 52 TEL:(909)869-0989 - FAX:(909)869-0981 CALCULATED BY J.J. DATE -Z --02- 161 ATLANTIC AVENUE• POMONA• CA 91768 7THE CATION UNIT 12 & 54 ELEVATION RT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH 6 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. UNIT 12&54 ELEVATION COLUMN STEEL- 36,000 PSI 481/2"� �241/2t— BEAM STEEL- 36,000 PSI BASE STEEL- 36,000 PSI - BOLTS- A307 UNLESS OTHERWISE NOTED 46 9/16" 46 3/4" SLAB 4 IN'2000 PSI SOIL- 1000 PSF 241/16" 25{{112" 144". SEISMIC FORMULA-FORMULA- 2.5 x Aa x I x W/R I (SECTION 1610.4.1 OF THE 1996 BOCA) 25 9/16" 24" SEISMIC ZONE 0.2 CONFtGURATION ' SINGLE ROW UNITS 45 1/16" 45" #LEVELS= 5 LVL BEAM LENGTH= 48.5 IN r .LL/LEVEL= 175 LB 2 3/16" 2 3/16" DULEVEL= 10 LB FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 12&54 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE= T POST TYPE= HILT[ KWIK BOLT 11 I.0.B.O. #4627 ( SIZE- TP 12 S= 7fi°� QUANTITY/(F.P.)= 1 STRESS - EMBED. SIZE= 1/4 OJx2 MIN. TYPE=:DRB.:,..:: STRESS(FULL)= 2% STRESS= 21% STRESS(TOP)= 1% TYPE= DRC SLAB AND SOIL STRESS= 100/6 SLAB THICK= 4.0 IN CONCRETE f'c= 2,000 PSI STRESS(PUNCTURE)= 19% NSTRESS( ENSIO )= 10%SOIL BEARING= 1 000PSF BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N STRESS= 36% t SEIZMIC PROJECT BED BATH & BEYOND wc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 22 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 2-(O--O 2- 161 ATLANTIC AVENUE• POMONA• CA 91768 FTHE CATION UNIT 16.. ELEVATION ORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH 6 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. UNIT 16 ELEVATION COLUMN STEEL- 36,000 PSI BEAM STEEL- 36,000 PSI !! BASE STEEL- 36,000 PSI 45" 45" BOLTS- A307 UNLESS OTHERWISE NOTED SLAB- 4 1N'2000 PSI 24" SOIL- 1000 PSF 144" 48" 4- SEISMIC FORMULA- 2.5 x Aa x I x W/R 24" (SECTION 1610.4.1 OF THE 1996. BOCA) SEISMIC ZONE 0.2 CONFIGURATION SINGLE ROW UNITS 48° 48" #LEVELS= 4 LVL BEAM LENGTH= 96.5 IN LL/LEVEL= 225 LB Or= 211/16" DL/LEVEL= 20 LB 2 3/4" FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 16 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING). TYPE= T POST TYPE= HILTI KWIK BOLT II SIZE- .(T P 12 I.C.B.O. #4627 STRESS= 71% QUANTITY/(F.P.)= 1 S IZE= 1/4"Ox2" MIN. EMBED. TYPE= DRB STRESS(FULL)= 2% STRESS= 55% STRESS(TOP)= 2% TYPE= DRC SLAB AND SOIL STRESS= 26% SLAB THICK= 4.0 IN CONCRETE f'C= 2,000 PSI STRESS(PUNCTURE)= 17% STRE S(TENSION)= 7% SOIL BEARING- 1000 PSF BEAM CONNECTION #RIVETS= 2 . RIVET SIZE= 1/41N STRESS= 38% rooSOE107MIC�%% PROJECT BED BATH & BEYOND INc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 23 OF 52 TEL: (909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE -(p-0 161 ATLANTIC AVENUE• POMONA• CA 91768 F CATION UNIT 18 ELEVATION ORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THEREQUIREMENTS SET FORTH WITH SECTION 1610.4.1 OF THE 1996 BOCA. WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. UNIT 18 ELEVATION COLUMN STEEL- 36,000 PSI 241/2" 961/2"� �—�• BEAM STEEL- 36,000 PSI BASE STEEL- 36,000 PSI 27" BOLTS- A307 UNLESS OTHERWISE NOTED 27" SLAB- 4 IN'2000 PSI SOIL- 1000 PSF 144" 27" SEISMIC FORMULA- 2.5 x Aa x W/R (SECTION 1610.4.1 OF THE 1996 BOCA) SEISMIC ZONE 0.2 241/4"clear 27" CONFIGURATION SINGLE ROW UNITS #LEVELS= 6 LVL 301/4"clear 3311 BEAM LENGTH= 96.5 IN 4=1 LULEVEL= 200 LB 2 11/16" DULEVEL= 20 LB FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 18 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE= T POST TYPE= HILTI KWIK BOLT II SIZE= TP 12 I.C.B.O. #4627 77777-7.7,77-7. STRESS= 73% QUANTITY/(F.P.) 1 ,� _ SIZE—= 1/4 0x2 MIN. EMBED. TYPE= DRB STRESS(FULL)= 3% STRESS= 49% STRESS(TOP)= 0% TYPE= DRC SLAB AND SOIL STRESS-- 23% SLAB.THICK= 4.0 IN CONCRETE f'c= 2,000 PSI STRESS(PUNCTURE)= 25% _ _ D N_ 1 OIL FARING— 1 000 PSF STR ESS TENSIO 610 S � ( ) BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N 5 STRESS= 44% d + SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET N0. 24 Of 52 TEL: (909) 869-0989 • FAX: (909)869-0981 CALCULATED BY J.J. DATE 2-(0-e-,Z 161 ATLANTIC AVENUE • POMONA- CA 91768 SPECIFICATION UNIT 23 ELEVATION THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE RE©UIREMENTS SET FORTH COMPLIES WITH 1996 BOCA. WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. WHERE TYPE"B" IS 481/2"DEEP COLUMN STEEL- 36,000 PSI BEAM STEEL- 36,000 PSI 96 1/2" [ —f241/2't- BASE STEEL- 36,000 PSI 18" 18" BOLTS- A307 UNLESS OTHERWISE NOTED 18" 18" SLAB- 4 IN *2000 PSI 18" 18" SOIL- 1000 PSF 18" 18" SEISMIC FORMULA- 2.5 x Aa x I x W/R (SECTION 1610.4.1 OF THE 1996 BOCA) 1811 p" 18" SEISMIC ZONE 0.2 CONFIGURATION 25 1/2" SINGLE ROW UNITS 51" 4- #LEVELS-- 7 LVL 251/2" BEAM LENGTH= 96.5 IN LL/LEVEL= 110 LB DL/LEVEL= 20 LB 2 3/4" 211/16" FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 23.ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE= T POST TYPE= HILTI KWIK BOLT II .B. . # 27 S IZE- TP 12 C O 46 STRESS= 92% QUANTITY/(F.P.)= 1 SIZE= 1/4"Ox2"MIN. EMBED. TYPE= DR13 STRESS(FULL)= 1% STRESS= 29% STRESS(TOP)= 0% TYPE= DRC SLAB AND SOIL STRESS= 14% SLAB THICK= 4..0 IN CONCRETE f'C= 2,000 PSI STRESS(PUNCTURE)= 20% ENSION= 10° BEARIN - 1 00 PSF STRESS k SOIL G ,0 ) R BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N -77777777-7.- STRESS= 36% S:I'.M4lR.IN:JT :AR1 19,34,36(MOST CRITICAL CONFIGURATION ANALYZED.). J =SEllZMI(C%%% PROJECT BED BATH & BEYOND INC. FOR BED'BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 25 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE Z—(,o-0 2, 161 ATLANTIC AVENUE• POMONA• CA 91768 SPECIFICATION UNIT 26 ELEVATION THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH IN THE 1996 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. UNIT 26 ELEVATION COLUMN STEEL- 36,000 PSI 121/2" 8112" BEAM STEEL- 36,000 PSI 4 BASE STEEL- 36,000 PSI 21 1/2" BOLTS- A307 UNLESS OTHERWISE NOTED 4— .441/2" 191/2" SLAB- 4 IN*2000 PSI 4- 191/2" SOIL- 1000 PSF 42" 144" 19 SEISMIC FORMULA- 2.5 x Aa x W/R i 1/2" (SECTION 1610.4.1 OF THE 1996 BOCA) SEISMIC ZONE 0.2 26 5/8" Na= 1 CONFIGURATION 4— 421� BACK TO BACK UNITS(INTERCONNECTED UNITS) 22 9/16" #LEVELS= 8 LVL BEAM LENGTH= 48.5 IN 121/2" 121/2" LL/LEVEL= 125 LB DULEVEL= 10 LB 2 3/16 2 3/16" FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 26 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE= DRBLP TYPE= T POST TYPE= HILTI KWIK BOLT II STRESS= 15% SIZE= (TP 12) I.C.B.O.#4627 TYPE= DRBZ STRESS= 29% QUANTITY/(F.P.)=. 1 STRESS= 13% SIZE 1/4"0 x 2" MIN. EMBED. TYPE= DRI3 STRESS(FULL)= 4% STRESS= 15% STRESS(TOP)= 0% SLAB AND SOIL SLAB THICK= 4.0 IN CONCRETE f'c= 2,000 PSI STRESS(PUNCTURE)= 24% SOIL BEARING— 1 000 PSF STRESS TENSION= 15% SO ( ) BEAM.CONNECTION #RIVETS= 2 RIVET SIZE= 1/41N STRESS= 25% SIMILAR UNITS ARE: 33, 35, 43, 60 (MOST CRITICAL CONFIGURATION ANALYZED.) SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 26 OF 52 TEL:(909) 869-0989 • FAX:(909)869-0981 CALCULATED BY i.j• DATE Z--cv-dZ 161 ATLANTIC AVENUE• POMONA• CA 91768 rECIFICATION UNIT 32 &48 ELEVATION SUPPORT STRUCTURE SHALL.BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH HE 1996 BOCA.THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND LATERAL FORCES. COLUMN STEEL- 36,000 PSI 121/2 481/2" BEAM STEEL- 36,000 PSI 13 3/16" BASE STEEL- 36,000 PSI 121/8" 36" BOLTS- A307 UNLESS OTHERWISE NOTED 121 8" SLAB- 4 IN*2000 PSI 121/8"V10 /8" 36" SOIL- 1000 PSF , 121 8 1 411 SEISMIC FORMULA- 2.5.x Aa x W!R �FY 9 /8 (SECTION 1610.4.1 OF THE 1996 BOCA) 12118" 33" SEISMIC ZONE 0.2 121/811 CONFIGURATION > < 121/8" BACK TO BACK UNITS (INTERCONNECTED UNITS) 121 8 36" #LEVELS= 13 LVL -'�-.— BEAM LENGTH= 48.51N 121/8" LLILEVEL= 68 LB 2 3/16" 2 3l16" DULEVEL= 10 LB FRONT VIEW SIDE VIEW SUMMARY OF RESULTS(UNIT 32&48 ELEVATION) BEAM COLUMN ANCHORS(OVERTURNING) TYPE= T POST TYPE= HILTI KWIK BOLT II - SIZE- P 12 I.C.B.O. #4627 STRESS= 48% QUANTITY/(F.P.)= 1 S IZE= 1/4"Ox2" MIN.EMBED. TYPE=,DRB..,.... STRESS(FULL)= 2% STRESS_- 9% STRESS(TOP)= 0% TYPE= DRC SLAB AND SOIL STRESS= 4% SLAB THICK 4.0 IN . CONCRETE f'C= 2,000 PSI STRESS(PUNCTURE)= 23% STRESS( EN ION)= 14%SOIL SEARING_ 1 000PSF BEAM CONNECTION #RIVETS= 2 RIVET SIZE= 1/4IN STRESS= 22% I f SEIZMIC PROJECT BED BATH & BEYOND wc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET N0. 27 OF 52 TEL:(909)869-0989 - FAX:(909)869-0981 CALCULATED BY -) DATE 2-U-f)y 161 ATLANTIC AVENUE - POMONA- CA 91768 LOADS& DISTRIBUTION: UNIT 7 ELEVATION RACK ANALYSIS WILL BE BASED ON SECTION 1610.4.1 OF THE 1996 BOCA,WHERE SEISMIC SHEAR IS DERIVED AS: V= 2.5xAaxW/R Aa= 0.20 R= 4.5 <==MOMENT FRAMES n = 1 #of SHELF LVLS = 13 <==ACTUAL SHELF LEVELS SHELF LL= 100 LB/LVL <==ACTUAL SHELF LIVE LOAD DULEVEL= 10 LB/LVL <==ACTUAL SHELF DEAD LOAD #of SHELF LVLS= 5 <==ADJUSTED SHELF LEVELS(MOMENT RESISTING LEVELS) SHELF LL= 260 LB/LVL <==ADJUSTED SHELF LIVE LOAD DULEVEL= 26 LB/LVL <==ADJUSTED SHELF DEAD LOAD TOTAL LL= 1,300 LB TOTAL DL= 130 LB NOTE: SINCE EVERY BEAM LEVEL IS NOT A MOMENT RESISTING ELEMENT THEIR LOADS ARE DISTRIBUTED EVENLY TO EACH OF THE MOMENT RESISTING BEAMS. SHELF SPACING = 10.6 IN SEISMIC SHEAR s, V= 2.5z0.2x i x(1300LB/1 +130 LB)14.5 = 159 LB LEVEL wx(DL+LL) hx wx hx Fi Movt 286 LB 2.1875 IN 626 1.0.LB 2 IN-LB 286 LB 36.6875 IN 10,493 16.2 LB 593 IN-Lb ;3{:: `.:< ;;:a:::;<, 286 LB 71.1875 IN 20,360 31.4 LB 2,234 IN-LB 286 LB 107.1875 IN 30,656 47.3 LB 5,065 IN-LB i 1,430 LB TOTAL= 103,085 159 LB 16,932 IN-LB SEIZMIC PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 28 OF 52 TEL:(909) 869-0989 • FAX: (909)869-0981 CALCULATED BY J DATE 2-1c►- uZ- 161 ATLANTIC AVENUE• POMONA• CA 91768 TRANSVERSE ANALYSIS: UNIT 7 ELEVATION COLUMN FORCES Mbase= 0 IN-LB <==BASE ASSUMED TO BE PINNED Pcol(seismic)= Movt/d = 915 LB Vcol=V/2= 79 LB Mcol(1-1)= Vcol x hi-Mbase Pcol(1-1)= 715 LB = 79 LB x 2.1875 IN-0 IN-LB =•1741N-LB Mcol(2-2) = [Vcol-SR/2]x hi/2 Pcol(22)= 572 LB <==COLUMN CHECK = [79-0.5] LBx34.5IN%2 = 1,362IN-LB Mcol(3-3)= 1,223 IN-LB Pcoi(3-3)= 429 LB Mcoi(5-5)= 568 IN-LB Pcol(5-5)= 286 LB Mcol(6-6)— 0 IN-LB Pcol(6-6)— 143 LB BEAM.TO COLUMN MOMENTS Mconn(1-1) = [Mcol(1-1)+Mcol(2-2)]/2 = 768 IN-LB Mconn(2-2)= 1,292 IN-LB <==CONNECTION CHECK Mconn(3-3)= 1,108 IN-LB :';:;.:r:.`�,�K:':!:}:�:':`.'.:��?:'C:':;i.::f:,:,'r;i;Q;{7:;7:•}:`;::j':':;:}'::.':•`.;`r�;.`r:::;;};;i 1 i�i:::;'(:<::'.{':`.:;,;.:.,::;':}.ii':`;`,'�:?:i::::;:.:':''.,',::,`,;'.;::;,,':r:'(:.:•,,.<:.:::.:<:r:•:,';'C;;',•:7:,.;:::::`iY;�{�{;:;.;i:';'`?:_i;::,,,.::.f•`:�i:;t Y:'!..•.;:':`:�..0::(:;:•.'r:i':,�,1�:.:;l,;;.,•;:.: C SEIZMIC PROJECT BED BATH & BEYOND Irvc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 29 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 COLUMN ANALYSES: (TYPF- TP121 UNIT 7 ELEVATION ANALYZED PER THE 1996 BOCA. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION, Ptotal= 1,487 LB . Mmax- 1,3621N-LB KxLx/rx= 1.2'10.625 IN/0 5373 IN = 23.7 _ KyLy/ry= 1.9134.5 IN/0.6384 IN . 1 112" = 64.8 <___n (KI/r)max AXIAL .Fe= ^2E/(KL/r)max^2 = 69.2 KSI Fy/2= 16.0 KSI SINCE, Fe >Fy/2 THEN, Fn= Fy(1-Fy/4Fe) = 36 KSI'[1-36 KSI/(4'69.2 KSI)] 391 = 31.3 KSI Pn= Aeff'Fn = 8,256 LB Cc= 1.92 SECTION PROPERTIES Pa-- Pn/Oc 8250 LB/1.92 t=0.075 IN 4,297 LB Aeff= 0.263 IN^2 P/Pa= 0.35 > 0.15 Ix= 0.076 IN^4 FLEXURE S.x= 0.166 IN^3 CHECK: P/Pa+(Cmx'Mx)/(Max'Nx)s 1.33 rx= 0,537 IN P/Pao+Mx/Max s 1.33 ly= 0.107 IN^4 Pno= Ae'Fy Sy= 0.074 IN^3 = 0.263 IN^2'36000 PSI ry= 0.638IN = 9,483 LB Kx= 1.2 Pao= Pno/Qc Lx= 10.6 IN = 9483 LB/1.92 Ky= 1.2 = 4,93.9 LB Ly=34.5 IN + Myield=My= Sy'Fy Fy= 36 KSI = 0.074IN^3 36000 PSI E= 29,500 KSI 2,6661N-LB Max= Mynf Of= 1.67 = 2666IN-LB/1.67• Cmx= 0.85 = 1,597IN-LB Cb= 1.0 Pcr= rEA2EI/(KL)max^2 = n^2'29500000 PSI/(1.2'34.5 IN)"2 /Jx= {1/11-(f)c'P/Pcr)])^-1 = 18,239 LB = {1/[1-(1.92*1487 LB/18239 LB)])^-1 = 0.84 THUS, (1487 LB/4297 LB)+.(0.85'1362 IN-LB)/(1597 IN-LB'0.84)= . 1.21 <1.33,OK (1487 LB/4939 LB) +(1362 IN-LB/1597 IN-LB)= 1.15 <1.33,OK t SEIZMIC PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND e00 MATERIAL HANDLING ENGINEERING SHEET NO. 30 OF 52•�•TEL: (909) 869-0989 - FAX:(909)869-0981 CALCULATED BY J DATE S -(o--0 2— 161 ATLANTIC AVENUE• POMONA• CA 91768 DOUBLE RIVET BEAM (DRB) ANALYSIS: UNIT 7 ELEVATION ALTHOUGH CONNECTIONS PROVIDE SOME FIXITY, THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM. NOTE THAT ANALYSIS WILL BE BASED ON MAXIMUM LOAD PER BEAM. LOAD/SHELF= 110 LB LOAD/SHELF W = LOAD/2'BEAMS 1 3/32" LOAD/BEAM w= W/21- _ (100 LB+10 LB)/(2*48.5 IN) = 1.13 LB/IN Mmax = wl^2/8 = (1.13LB/IN)*(48.5 IN)^2/8 211/16" = 333 IN-LB fb/Fb = M/(S x Fb) t=14 ga. = 3330.125 IN^3*0.6*36000 PSI) 0.1.2 < 1.00 BEAM TYPE(DRB) O.K. TYPE = DRB LENGTH = 49 IN Ix= 0.210 IN^4 D= 5WL^4/(384E1) Sx= 0.125 IN^3 = 5*1.134 LB/IN*(48.5 IN)^4/(384*29X10^6 PSI*0.21 IN^4) = 0.010 IN Dallow=U240= 0.2021N OK M2-2� CONNECTION ANALYSIS: UNIT 7 ELEVATION Mconn. = (Mupper+ Mlower) = (M 1-1 +M 2-2)/2 = 1,292 IN-LB • • a) SHEAR CAPACITY OF 1/4110 RIVET A= ((DIA.)"2)T(14 _ .0491 IN^2 Pmax = Fy x Area M1-1 1178 LB Mconn.allow= Pmax x d x 1.33 d(CTR TO CTR SPACING) = 1.5 IN = 2,356 IN-LB RIVET DIA. = .25 IN Mconn/Mconn allow 0.55 < 1.00 O.K. COLUMN THK. _ .0747 IN RIVET(Fy) = 24,000 PSI r r SEIZMIC PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 31 OF 52 TEL:(909) 869-0989 • FAX:(909)869-0981 CALCULATED BY JJ DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 DOUBLE RIVET CHANNEL BEAM (DRC) ANALYSIS: UNIT 7 ELEVATION ALTHOUGH CONNECTIONS PROVIDE SOME FIXITY, THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM. NOTE THAT ANALYSIS WILL BE BASED ON MAXIMUM LOAD PER BEAM. LOAD/SHELF= 110 LB 15/16" LOAD/SHELF W= LOAD/2 BEAMS LOAD/BEAM w= W/21- -'�- (100 LB+10 LB)/(2*48.5 IN) F14 GA 13/16" = 1.13 LB/IN I --r Mmax= wL^2/8 311 1 1%2" = (1.13 LB/IN)*(48.5 IN)^2/8 = 333 IN-LB fb= M/S = 333 IN-LB/0.286 IN^3 = 1,166 PSI DRC(CHANNEL) Fb= 0.6*Fy Ix= 0.430 IN^4 = 0.6 *36000 PSI . Sx= 0.2860 IN^3 = 21,600 PSI L= 48.5 IN fb/Fb= 0.05 < 1.0 CHANNEL BEAM TYPE (DRC) OK D= 5WL^4/(384EI) = 5*1.134 LB/IN*(48.5 IN)^4/(384*29X10^6 PSI*0.43 IN^4) 0.010 IN Dallow=L/240= 0.202 IN OK M2-2'� CONNECTION ANALYSIS: Mconn. _ (Mupper+ MloWer) = (M 1-1 +M 2-2) �1 • = 1,2921N-LB •, • a) SHEAR CAPACITY OF 1/4"0 RIVET A= ((DIA.)^2)Ti/4 = .0491 1N^2 . Pmax= Fy x Area M171 = 1178 LB d (CTR TO CTR SPACING) = 1.5 IN Mconn.allow= Pmax x d x 1.33 RIVET DIA. = .25 IN = 2,356 IN-LB - COLUMN THK. = .0747 IN Mconn/Mconn allow = 0.55 < 1.06 O.K. RIVET(Fy) = 24,00.0 PSI n a ° rOOSOEIZMZ PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 32 OF 52 TEL:(909)869-0989 • FAX:(909) 869-0981 CALCULATED BY JJ DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 BEAM (DRBLP) ANALYSIS: UNIT 26 ELEVATION THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENTS TO CARRY THE GIVEN STATII LOADS. ASSUME SIMPLY SUPPORTED END CONDITIONS. r 14GA SHELF LOAD(DL+LL)= 135 LB Tits^ 55° T va' "'— 2° BEAM TYPE 1 DRBLP �'—rVARIES 11/ Mmax= wL^2/8.= (135 LB '0.5)'(48.5)/8 = 409.21N-LB fb= M/S= 409.21875 IN-LB/0.13 IN^3 = 3,148 PSI Fb= 0.6'Fy = 0.6' 36000 PSI = 21,600 PSI BEAM TYPE 1: DRBLP fb/Fb= 0.15 < 1.0 BEAM TYPE 1 OK TYPE= DRBLP Ix= 0.180 IN^4 D= 5WL^4/(384E1) Sx= 0.130 IN^3 = 5'135 LB'0.5'(48.5 IN)^3/(384'29X10^6 PSI' IN"4) L= 49 IN = 0.003 Dallow=L/180= 0.27 OK CONNECTION ANALYSIS: Mconn. _ (Mupper+ Mlower) _ (M 1-1 +M 2-2) M2-2�� = 580 IN-LB a) SHEAR CAPACITY OF 1/4110 RIVET A= ((DIA.)A2)TT/4 • • = .0491 INA2 • • . Pmax = Fy x Area = 1178 LB Mconn.allow= Pmax x d x 1.33 = 2,356 IN-LB M1-1 Mconn/Mconn allow = 0.25 < 1.00 O.K. d.(CTR TO CTR SPACING) = 1.5 IN RIVET DIA.= 0.25 IN COLUMN THK. = 0.075 IN Wftt SE2MIC PROJECT BED BATH & BEYOND %044 FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 33 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 2- 4 . 161 ATLANTIC AVENUE• POMONA• CA 91768 FDOUBLEE RIVET BEAM ANALYSIS: UNIT 7 ELEVATION H CONNECTIONS PROVIDE SOME FIXITY,THE BEAM WILL BE ANALYZED AS A SIMPLE ED BEAM. NOTE THAT ANALYSIS WILL BE BASED ON MAXIMUM LOAD PER BEAM. LOAD/SHELF= 110 LB .LOAD/SHELF W = LOAD/2 BEAMS LOAD/BEAM w= W/21- _ (100 LB+10 LB)/(2*48.5 IN) VARIES = 1.13 LB/IN o 1�I2 Mbeam = wl^2/8 = 327 IN-LB fb/Fb= M/(S x Fb) S�8 / = 327/(0.142 IN^3*0.6*36000 PSI) 0.11 < 1.00 O.K. 2-3/16" TYPE = DRBZ LENGTH = 48 IN Sx= 0.142 IN^3 CONNECTION ANALYSIS: Mconn. = (Mupper+Mlower) M2-2'/ = (M 1-1 + M 2-2) = 1,292 IN-LB a) SHEAR CAPACITY OF 1/4"0 RIVET • • A= ((DIA.)"2)TT/4 = .0491 IN42 Pmax= Fy x Area = 1178 LB Mconn.allow= Pmax x d x 1.33 M1-1 = 2,356IN-LB Mconn/Mconn allow, = 0.55 < 1.00 O.K. d (CTR TO CTR SPACING)= 1.5 IN RIVET DIA.= 0.25 IN COLUMN THK. = 0.0747 IN h r SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND e00 MATERIAL HANDLING ENGINEERING SHEET NO. 34 OF 52 TEL: (909) 869-0989 • FAX:(909)869-0981 CALCULATED BY J.1 DATE Z-CO-'�► 2= 161 ATLANTIC AVENUE• POMONA- CA 91768 OVERTURNING ANALYSIS: UNIT 7 ELEVATION ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 1610.4.1 OF THE 1996 BOCA DEPTH = 18.5 in EL n (� TOP LEVEL HEIGHT= 144 in I Fn FULLY LOADED: Total Shear= 159 lb EL 5 F5 Mot= Z(Fi*hi) * 1.15 19,472 in-lb Mst= 7(Wp+wDL)*D/2 EL 4 F4 = (1430 lb+ 130 ib)*18.5 in/2 = 14,4301n-lb Puplift= 1(Mot- Mst)/Depth EL 3 -" F3 = (19472-14430)/18.5 = 273. lb <= UPLIFT EL 2 TOP SHELF LOADED: —" F2. SHEAR = 12 lb Mot= Vtop* ht* 1.15 EL 1 = 12 lb * 144 in 1 1.15 F1 = 2,024 in-lb Mst^ (Wp+wDL)*D/2 = (100 lb+ 130 ib)*18.5/2 = 2,128 in-lb Puplift= 1(Mot-Mst)/Depth = 0 Ib <= NO UPLIFT ANCHORS QUANTITY= 1 PULLOUT= 353 LB SHEAR = 533 LB COMBINED STRESS1 = (273 LB/353 LB)^5/3+ (79 LB/533 LB)^5/3 = 0.69 < 1.33 OK COMBINED STRESS2= (0 LB/353 LB)"5/3+ (6 LB/533 LB)^5/3 = 0.00 < 1.33 OK USE (1) 1/4"0 x 2"MIN. EMBED. HILTI KWIK BOLT II (I.C.B.O.#4627) OR APPROVED EQUAL PULL OUT CAPACITY IS THAT OF WITHOUT SPECIAL INSPECTION. I Ji J' SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 35 OF 52 TEL: (909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE Z, 161 ATLANTIC AVENUE- POMONA• CA 91768 SLAB AND SOIL: UNIT 7 ELEVATION PER THE 1996 BOCA. THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE,ACTING AS A FOOTING. CONCRETE IS REINFORCED. (A) PUNCTURE P= (1.4)(Pcol)+(1.7)(Mot/d) = (1.4)*(1487.25)+(1.7)(169321N-LB/18.51N) 3,638 LB Fpunct= (2.66)(17100.5) = (2.66)*(2000 PSI)^0.5 = 119 PSI Ap unct [( Weff.+t/2)+ Deff.+t/2 2 t t _ [(5.25 IN+4/2)+(2.5 IN+4 IN/2)]*(2)*(4 IN) = 94.0 I•N^2 L fv/Fv= P/[(Apunct)(Fpunct)] = 3638 LB/[(941N^2)*(119 PSI)*0.65] 10.50 <1.33 OK (B,) SLAB TENSION Asoil= P/[(1.33)(fs)]. =.3638.07 LB/[(1.33)*(1000 PSF/1441NA2/FT-2)] = 393.9 FT^2 L= Asoil^0.5 = (393.9 FT^2)^0.5 BASE PLATE = 19.8 IN Weff. 5 B= [(Weff.)(Deff.)]^0.5+t Deff. 2:5_l!'1: _ [(5.25 IN)*(2.5 IN)]^0,5+4 = 7.6 1N b= (L-B)/2 CONCRETE = (19.85 IN-7.62 IN)/2 t= 4.0 IN = 6.1 IN f'c= 2,000 PSI Mconc= (w)(b"2)/2=[(1.33)(fs)(b"2)l/](144)(2)] = [(1.33)*(1000 PSI)*(6.11 IN)^2]/[(144)(2)] = 173 IN-LB SOIL Sconc= (1)(t^2)/6 fs= 1,000 PSF _ (1)*(4 IN)2/6 2.67 IN^3 Fconc= (5)(0)(f'c^0.5) 0= 0.65 = (5)*(0.65)*.(2000 PSI)^0.5 DEPTH= 18.5 IN = 145.3 PSI Mot= 16,932 IN-LB Pcol= 1,487 LB fb/Fb= Mconc/[(Sconc)(Fconc)] = 172.51 IN-LB/[(2.67 IN^3)(145.34 PSI)] 10.45 <1. 3 .OK SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 36 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE Z,-& - OZ, 161 ATLANTIC AVENUE• POMONA• CA 91768 WIRE WELD TYPE FIXTURES GENERAL • FIGURATION 1) COLUMN 2) BASE PLATE 1�1�°'� poi .e► v1 ®6►�,®... �♦+♦�I a�► ��.�� . � ♦jam � , �► �► .- SEIZMIC PROJECT BED BATH & BEYOND INc• FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 38 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE 2-CP-®Z 161 ATLANTIC AVENUE• POMONA- CA 91768 . WIRE WELD SHELVING ANALYSIS PROJECT SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUIILDING CODES WITH RESPECT TO STATIC&SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY,WITHOUT ANY FIELD.WELDING. PARAMETERS: STORAGE RACKS CONSISTS OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS.. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH THE LONGITUDINAL&TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEDPENDENT ON THE X-BRACES, WHILE THE WIRE WELD PANELS ACT TRANSVERSELY. LONGITUDINAL DIRECTION TRANSVERSE DIRECTION TRIBUTARY AREA BEING ANALYZED SPECIFICATIONS: MAIN STEEL- 50,000 PSI BASE PALTE STEEL- 36,000 PSI ANCHOR (WEDGE TYPE)- 1/4"0 x 2"MIN. EMBD. HILTI KWIK BOLT II WEDGE TYPE I.C.B.O.#4627 OR APPROVED EQUAL FLOOR SLAB- 4 IN x 2000 PSI SOIL BEARING PRESSURE- 1000 PSF SEISMIC ZONE - 0.2 P SE{ZMIC PROJECT BED BATH & BEYOND INc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 39 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY i.j. DATE 2--(©-62- 161 ATLANTIC AVENUE• POMONA- CA 91768 SUMMARY & ELEVATION: TYPE A ELEVATION: SEISMIC ZONE- 0.2 WEIGHT/LVL- 64 LB TYPE A f— 4811--1 t 24"f 144" 120" -- 112" ' -- r � 12" TYP. r � I' Front View 4 Side View 4�1 SUMMARY: COLUMN TRANSVERSE BRACE LONGITUDINAL BRACE STRESS= 0.17 STRESS= 0.13 E,STRES5S= 0.2 OK OK OK OVERTURNING SLAB&SOIL STRESS= 0.04 STRESS=.0.22 OK STRESS= 0.08 NOTE: 11VO x 2"MIN.EMBD.HILTI.KWIK BOLT 11 WEDGE TYPE I.C.B.O.#4627 OR APPROVED EQUAL SEIZMIC PROJECT BED BATH & BEYOND %ft INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 40 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY i.j. DATE ?,-0 [i 161 ATLANTIC AVENUE• POMONA• CA 91768 SUMMARY & ELEVATION: TYPE Al ELEVATION: SEISMIC ZONE- 0.2 WEIGHT/LVL- 32 LB TYPE Al � r 144" • , 144" 120" 112" ' r � r � 12" TYP. 12" TYP. r � Front View 411 Side View 4" SUMMARY: COLUMN TRANSVERSE BRACE LONGITUDINAL BRACE STRESS= 0.16 STRESS= 0.10 STRESS= 0.25 OK OK OK OVERTURNING SLAB&SOIL STRESS= 0.33 STRESS= 0.27 OK STRESS= 0.13 NOTE: 1/4"0 x 2"MIN.EMBD.HILTI KWIK BOLT 11 WEDGE TYPE I.C.H.O.#4627 OR APPROVED EQUAL { SEIZMIC PROJECT BED BATH & BEYOND INc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 41 OF 52 TEL:(909)869-0989 - FAX: (909)869-0981 CALCULATED BY -I DATE 2-40r0 Z- 161 ATLANTIC AVENUE• POMONA- CA 91768 SUMMARY & ELEVATION: TYPE A2 ELEVATION: SEISMIC ZONE- 0.2 WEIGHT/LVL- 48 LB TYPE A2 4811. 1811t 144" 144 120" - 112" 12" TYP. 12 TYP. 01 Front View 4" Side View SUMMARY: . COLUMN TRANSVERSE BRACE LONGITUDINAL BRACE f::STRESS= 0.14 STRESS= 0.08 STRESS.= 0.20 'OK OK OK OVERTURNING SLAB A SOIL STRESS= 0.03 STRESS= 0.20 OK STRESS= 0.06 NOTE: 1/4"0 x 2"MIN.EMBD.HILTI KWIK BOLT 11 WEDGE TYPE IB.C.B.O.#4627 OR APPROVED EQUAL t t SEIZMIC PROJECT BED BATH & BEYOND wc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET N0. 42 of 52 TEL:(909)869-0989 - FAX:(909)869-0981 CALCULATED BY i.i. DATE 2--0-01, 161 ATLANTIC AVENUE- POMONA- CA 91768 LOADS& SEI§M.IC DISTRIBUTION: TYPE Al SAMPLE CALCULATIONS ANALYZED PER SECTION 1610.4.1 OF THE 1996 BOCA WHERE: EL n V= 2.5 x Aa x(wLL/n+wDL)/R EL.5 Aa= 0.20 EL 4 DL= 5 LB EL 3 F3 LL= 32 LB W= DL+LL = 37 LB EL 2 -ow- F2 #of LVLS= 12 LVLS V= 2.5xAax(wLL/n+wDL)/R = 2.5 x 0.2 x 37 LB/LVL x 12 LVLS/5 EL F1 = 44LB SHELF SPACE= 12.0 IN Fl 0" HEIGHT= 144.0 IN d : WIDTH=.48.0 IN DEPTH= 12.0 IN LEVEL x hx wx hx Fi movt 1 37 LB 4.0 IN 148 IN-LB 0.21 LB 1 IN-LB 2 37 L8 16.0 IN 592 IN-LB 0.85 LB 14 IN-LB 3 37 LB 28.0 IN 1,036 IN-LB 1.48 LB 41 IN-LB 4 37 LB 40.0 IN 1,480 IN-LB 2.11 LB 85 IN-LB 5 37 LB 52.0 IN 1,924 IN-LB 2.75 LB 143 IN-LB 6 37 LB 64.0 IN 2,368 IN-LB 3.38 LB 217 IN-LB 7 37 LB 76.0 IN 2,812 IN-LB 4.02 LB 305 IN-LB 8 37 LB 88.0 IN 3,256 IN-LB 4.65 LB 409 IN-LB 9 37 LB 100.0 IN 3,700 IN-LB 5.29 LB 529 IN-LB . 10 37 LB 112.0 IN 4,144 IN-LB 5.92 LB 663 IN-LB 11 37 LB 124.0 IN 4,5881N-LB 6.55 LB 813 IN-LB 1.2 37 LB 136.0 IN 5,032 IN-LB 7.19 LB 978 IN-LB 444 LB 31,0 - 44 LB 4,196 IN-LB TRANSVERSE LOADING: Vcol= V/2 Pseismic= Movt/d = 22.2 LB = 4196 IN-LB/12 IN = 350 LB Pcol(total)= Pseismic+Pstatic Pcol(total)= 572 LB Pstatic= Wtotal/2 =222 LB r SEIZMIC PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 43 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 COLUMN ANALYSIS: TYPE Al ANALYZED PER AISI AND THE 1996 BOCA. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. 1/8"THK. P= 572 LB KxLx/rx= 1'2 IN/0.48201 IN S/8" = 4.1 1 1/411 _ KyLy/ry= 1.2121N/0.18098 IN 13.3 <___ (KI/r)max AXIAL 1 5/8" Fe=Tt12E/(KL/r)max"2 3/8"0 HOLE = 1655.6 KSI 31/2" Fy/2= 25.0 KSI SINCE, Fe >Fy/2 TYP 1/8" 1/2" THEN, Fn= Fy(1-Fy/4Fe) = 50 KSI'[1-50 KSI/(4'1655.6 KSI)] SECTION PROPERTIES = 49.6 KSI Pn= Aeff'Fn A= 1.625 IN = 6,827 LB B= 0.388 IN Qc= 1.92 t= 0.080 IN Aeff= 0.138 I N^2 Pa= Pn/Qc Ix= 0.0321N^4 , = 6827 LB/1.92 Sx= 0.0461 N^3 = 3,556 LB rx= 0.482 IN P/Pa= 0.16 < 1.0 ly= 0.005 IN"4 Sy= 0.011 IN^3 ry= 0.181 IN Kx= 1.0 Lx= 2.0 IN Ky= 1.2 Ly= 2.O IN ` Fy= 50 KSI E= 29,500 KSI Qf= 1.67 Cmx= 0.9 Cb= 1.0 r, 1 SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 44 OF 52 TEL: (909)869-0989 • FAX:(909)869-0981 CALCULATED BY J.J. DATE Z--V—a`2: 161 ATLANTIC AVENUE• POMONA• CA 91768 LONGITUDINAL BRACING ANALYSIS: TYPE Al BRACING CAPACITY IS GOVERNED BY TENSION CAPACITY OF CROSS BRACING, AND SHEAR CAPACITY OF CONNECTION. Veff= Vlong/trans = 44 LB Vdiag= Veff(Ldiag/Lhoriz) = 103 LB <__=SEISMIC LOAD IN TENSION TENSION CAPACITY OF BUCKLE s Da.STEEL WIRE (.150"fd) Tallow= 0.6 x Fy x AREA x 1.33 = 507 LB > Vdiag OK IN TENSION 5 SHEAR CAPACITY OF WIRE MESH Vallow= 0.4 x Fy x AREA x 1.33 = 409 LB > Vdiag OK IN TENSION 48„ A LONGITUDINAL BRACE CROSS BRACE MEMBER Turnbuckle 0= 0.15 IN TURN BUCKLE #10-24 RIGHT AREA(turn)= 0.0177 IN^2 #10-24 LEFT #46291 HAND THREAD Wire mesh 0= 0.14 IN HAND THREAD AREA(wire) = 0.01541N^2 Lhoriz= D= 48.0 IN Lvert=h= 100.0 IN Ldiag= 110.9 IN Fy(buckle) = 36,000 PSI Fy(wire mesh)= 56,000 PSI EYE BOLT #46356 2416" -1/2" 3-9/16" 1-5/8" 2-1/8" 7/16"0 9116" 11/16" 7/16"0 IIIIIIIIIIIIIIIIII IIIlillllll WELDED ,,--- -3-1 WELDED r SEIZMIC PROJECT BED BATH & BEYOND INc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 45 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY J•j• DATE Z- Lp-pZ 161 ATLANTIC AVENUE• POMONA• CA 91768 TRANSVERSE PANEL ANALYSIS: TYPE Al PANELS ARE MADE OF 2"x 2"STEEL WIRE MESH 0.135110, ARE FRAMED HORIZONTALLY USING 1/2"0 RODS AND BRACED WITH 0.406"0 RODS. THESE SYSTEM RESIST SEISMIC SHEAR BOTH IN SHEAR AT THE WELDS&COMPRESSION ALONG THE MEMBERS DIAGONAL MEMBER: Vtransv= 44.4 LB 1/8'' TYP. Ldiag= 1(D-3")^2+ (H-6")^211"2 1/8° TYR .500'O STEEL ROD 4A � = 20.1 I N 24 ne'LONG Pmax= V'(Ldiag/D) = 74.5 LB (kl/r)max= (k' Ldiag)/r min = (0.8x20.1. IN/0.102IN) = 157.8 IN Fe= T?E/(kl/r)2 = 11,488 PSI .406-OSTEELROD 413 35 7/6°LONG SINCE Fe<Fy/2, Fn= Fe = 11,488 PSI Pn= AREA'Fn = 0.1291NA2 ` 11488 PSI H= 24.0 IN = 1,482 LB D= 12.0 IN Cc= 1.92 HORIZONTAL MEMBER Pallow= Pn/S2c AREA= 0.1921N^2 = 1482 LB/1.92 r min= 0.125 IN = 772 LB Fy= 50,000 PSI fa/Fa= 0.10 <1.33 OK DIAGONAL MEMBER AREA-- 0.1291N^2 HORIZONTAL MEMBER r min= 0.102 IN Fy= 50,000 PSI SIMILARLY FOR THE HORIZONTAL MEMBER, Pmax= 44.4 LB fa/Fa= 0.01 <1.33 OK CONNECTION CAPACITY: Fw= 70,000 PSI t= 0.125 IN Weld(cap)= 0.3 x Fw x Area x 1.33 tell= 0.088 IN = 0.3 x 70000 PSI x 0.137 IN^2 x 1.33 Area= 0.137 IN^2 = 3,836 LB SEIZMIC PROJECT BED BATH & BEYOND INc. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 46 OF 52 TEL:(909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 OVERTURNING/ANCHORAGE (BACK TO BACK) ANALYSES: TYPE Al CHECK ADEQUACY OF ANCHOR BOLTS FOR COMBINED SHEAR AND TENSION. FULLY LOADED V= 44 LB 2 MIN.EMBDMNT� Movt= 4,1961N-LB Mst= (WDL+WLL)*d/2 1/a° = 444 LB* 12 IN/2 1 COLUMN = 2,6641N-LB Puplift= (Movt-Mst)/d = (4196 x 1.15-2664)/12 IN BASE PLATE 2 �. ©1/4"0 ANCHOF = 180 LB I 1 CONC RETE TOP LEVEL LOADED v 11N.EMB. V= 7 LB • e'y°.. ° v' •. °. o Movt= 796IN-LB N1st= (WDL+WLL)*d/2 SOIL = 92 LB* 12 IN/2 = 5521N-LB V= 44 LB Puplift= (Movt-Mst)/d WDL= 60 LB = (796 x 1.15-552)/12 IN WLL= 384 LB = 30 LB d= 12.0 IN #OF ANCHORS/BASE= 1 ANCHOR PULLOUT CAPACITY='353Lf3:`;: :;.::`;„.;::''<::: ANCHOR SHEAR CAPACITY=;533; $>::.':: :'<::`:: ;:`';` CHECK COMBINED STRESS: (180.2 LB/353 LB)A(5/3)+(22.2 LB/533 LB)A(5/3)= 0.33 s 1.0 OK USE(1) 1/4.110 x 2°MIN EMBED. ANCHORS PER BASE PLATE OR SIMILAR PER I.C.B.O.#4627.NO INSPECTION REQUIRED FOR ANCHORS. Y SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 47 OF 52 TEL:(909)869-0989 - FAX:(909)869-0981 CALCULATED BY DATE Z "0�- 161 ATLANTIC AVENUE• POMONA• CA 91768 BASE PLATE ANALYSIS: TYPE Al P= Pcol+M/d = 572 LB fa= P/A = Pcol/[(Dell.)*(Bell.)] = 131 PSI 'M1 base/in= (W!n)*(L^2)%2 = (fa)*(b1^2)/2 = 13 IN-LB bl*— b bllf Sbasefin= (1)*(t"2)/6 A B = 0.0031N^3 Fbase= (0.75)*(Fy)'(1.33) = 35,910 PSI fa fb/Fb= Mbaseln/((SbaseM)*(Fbase)) 0.14 < 1.0 OK PROPERTIES: Beff. =`,1:; 5:1ZV?.:'`r:`.:``;;. b1 = 0.45IN Fy 1 SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 48 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA• CA 91768 SLAB AND SOIL: TYPE Al THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE,ACTING AS'A FOOTING.CONCRETE IS REINFORCED. (A1 PUNCTURE P= (1.4)*(Pcol)+(1.7)*(Mot/d) = (1.4)*(572)+(1.7)*(48261N-LB/121N) = 1,484 LB Fpunct= (2166)*(F'c"0.5) = (2.66)*(2000 PSI)^0.5 = 119 PSI A Punct= [(Weff.+t/2)+(Dell.+t/2)j*(2)*.(t) t x * _ /2 2 4 I N/ + IN+41N 1.2 IN +4 2 3 5 5 = 70.0 IN^2 b B' fv/Fv= P/[(Apunct)*(Fpunct)] L = 1484 LB/[(70 IN^2)*(119 PSI)*0.65] 10.27 <1.33 OK (B) SLAB TENSION Asoil= P/[(1.33)*(fs)] = 1484.05 LB/[(1.33)*(1000 PSF/1441NA2/FT^2)] = 160.7 FT^2 L= Asoil^0.5 = (160.68 FT^2)^0.5 BASE.PLATE = 12.7 IN Weff.= 1'25'`ll <J B= [(Weff.)*(Deff.)]^0.5+t Deff.=:. 50IN_ = [(1.25 IN)*(3.5 IN)]^0.5+4 = 6.1 IN b= (L-B)/2 %>:<` CONCRETE = (12.681N-6.091N)/2 t= 4.0 IN = 3.3 IN f'c= 2,000 PSI Mconc= (w)*(b^2)/2=[(1.33)*(fs)*(b^2)l/[(144)'(2)] = [(1.33)*(1000 PSI)*(3.29 IN)^2]/[(144)*(2)] = 50 IN-LB SOIL Sconc= (1)*(t^2)/6 fs= 1,000 PSF = (1)*(41N)^2/6 = 2.671N^3 Fconc= (5)*(0)*(f'c^0.5) 0= 0.65 = (5)*(0.65)*(2000 PSI)^0.5 DEPTH= 12.0 IN = 145.3 PSI Mot= 4,826 IN-LB Pcol= 572 LB fb/Fb= Mconc/[(Sconc)'(Fconc)] = 50.05 IN-LB/[(2.67 INA3)*(145.34 PSI)] 0.13 <1.33 OK I r r SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 49 OF 52 TEL:(909)869-0989 • FAX:(909)869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE• POMONA- CA 91768 WIRE WELD WALL ANALYSIS PROJECT SCOPE: PROVIDE SEISMIC ANALYSIS OF LIGHT DUTY STORAGE RACK TO CONFORM TO THE REGULATIONS SET BY THE 199E BOCA UTILIZING SECTION 1612.6.3,AS AN ELEMENT OF A STRUCTURE. PARAMETERS: THE LIGHT DUTY STORAGE RACK POST WILL BE ATTACHED TO FURRING STRIPS MADE OF 2 x 4 WOOD WITH#8 WOOD SCREWS. THE FURRING STRIPS WILL BE ATTACHED TO THE WALL STUDS WITH#8 TEKOR WOOD SCREWS IT WILL BE SHOWN THAT THEFORCE EXERTED ON THE WALL IS LESS THAN 5 PSF AS SPECIFIED IN SECTION 1611.5. AND THAT THE ATTACHEMENT IS ADEQUATE FOR THE APPLIED SEISMIC LOADING. 2X4 FURRING STRIP WALL STUDS STEEL OR WOOD STEEL STUD SHOWN ATTACH FURRING t STRIP TO WALL STUDS W/#8 SCREWS P�xek 010 ATTACH UPRIGHT POST TO FURRING STRIP W/#8 SCREWS SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING FORMULA: Fp= AvxCcxPxWc WHERE: Av Cc= 3.0 ...... ..... Ip= 1.5 SEIZMIC PROJECT BED BATH & BEYOND FOR BED BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET NO. 50 OF 52 TEL: (909)869-0989 • FAX:(909)869-0981 CALCULATED BY JJ DATE 161 ATLANTIC AVENUE- POMONA- CA 91768 LOADS AND DISTRIBUTION - PERIMETERMALL UNITS-TYPE "A" "#LYZ�D 0ER SECTION 1612.6.3 OF THE 1996 BOCA, Fp= 0.2x3x1.5xWc = 0.900 We DL= 5 LB LL= 64 LB #of LVLS= 12 V(total)= 745 LB OVERTURNING THE UPLIFT FORCE ON THE ANCHOR WILL BE DETERMINED USING THE STABILIZING MOMENT CREATED BY THE WE OF THE SHELVING (Msti), AND THE WALL ANCHOR(Mst2). THE UNITS ARE ANCHORED TO 2 x 4 BOARDS W/#8 WOOD SCREWS. Tallow=: 5:E6; ";.:' PER TABLE 11.2A OF THE 1997 NDS. Ht.total= 144.0 IN (FOR 1"PENETRATION)* DEPTH = 24.0 IN Movt= (7 Fp*hn) Ht.wall screw= 120.0 IN Mst1= S(WDL+WLL)*d/2 = 12 LEVELS*69 LB/LVL*24[N,2 = 9,936 IN-LB Mst2= Tallow*Ht = 6,600 IN-LB Pupl[ft= [Movt-(Msti+Mst2)]/d = [53654 IN-LB - (9936 IN-LB+6600 IN-LB)]/24 IN = 1,547 LB THUS,NO FLOOR ANCHORS REQUIRED WALL ADEQUACY: Wall(Ht)= 12 FT Trib(Width)= 4 FT V= 15.53 PSF PER SECTION 1611.5 INTERIOR/PARTITION WALLS>THAN 6 FT IN.HEIGHT MUST BE DESIGNED FOR A MINIMUM OF 5 PSF LATERAL LOADING. SEIZMiC PROJECT BED BATH & BEYOND INC. FOR BED BATH & BEYOND �ft MATERIAL HANDLING ENGINEERING SHEET N0. 51 - OF 52 TEL:(909) 869-0989 • FAX:(909)869-0981 CALCULATED BY DATE Z-(�0-02_ 161 ATLANTIC AVENUE• POMONA- CA 91768 F ND DISTRIBUTION PERIMETERMALL UNITS-TYPE"A1ER SECTION 1612.6.3 OF THE 1996 BOCA. Fp= AvxCcxPxWc Fp= 0.2x3xl.5xWc = 0.900 W c DL= 5 LB LL= 48 LB #of LVLS= 12 V(total)= 572 LB OVERTURNING THE UPLIFT FORCE ON THE ANCHOR WILL BE DETERMINED USING THE STABILIZING MOMENT CREATED BY'THE WE OF THE SHELVING(Mstl), AND THE WALL ANCHOR(Mst2). THE UNITS ARE ANCHORED TO 2 x 4 BOARDS W/#8 WOOD SCREWS. Tallow=:5'S L1.; <_=PER TABLE 11.2A OF THE 1997 NDS. Ht.total= 144.0 IN (FOR 11, PENETRATION)* DEPTH= 18.0 IN Movt= (I Fp*hn) Ht.wall screw= 120.0 IN Mstl= S(WDL+WLL)*d/2 = 12 LEVELS*53 LB/LVL* 18 IN/2 5,724 IN-LB Mst2= Tallow*Ht ; 6,600IN-LB Puplift= [Movt=(Mstl+Mst2)]/d = (41213 IN-LB - (5724 IN-LB+6600 IN-LB)]/18 IN . = 1,605 LB THUS,NO FLOOR ANCHORS REQUIRED WALL ADEQUACY Wall(Ht)= 12 FT Trib(W idth)= 4 FT V= 11.93 PSF PER SECTION 1611.5 INTERIOR/PARTITION WALLS>THAN.6 FT IN HEIGHT MUST BE DESIGNED FOR A MINIMUM OF 5 PSF LATERAL LOADING. v <- T SEIZMIC PROJECT BED BATH & BEYOND INC. FOR BED.BATH & BEYOND MATERIAL HANDLING ENGINEERING SHEET N0. 52 OF 52 TEL:(909)869-0989 - FAX:(909)869-0981 CALCULATED BY DATE Z-(v•-0 2- 161 ATLANTIC AVENUE- POMONA- CA 91768 LOADS AND DISTRIBUTION - PERIMETERMALL UNITS-TYPE "AT' ANALYZED PER SECTION 1612.6.3 OF THE 1996 BOCA. Fp= AyxCCxPxWC Fp= 0.2x3xl.5xWc = 0.900 We DL= 5 LB LL= 32 LB #of LVLS= 12 V(total)= 400 LB OVERTURNING THE UPLIFT FORCE ON THE ANCHOR WILL BE DETERMINED USING THE STABILIZING MOMENT CREATED BY THE WEI OF THE SHELVING (Mstl), AND THE WALL ANCHOR(Mst2). THE UNITS ARE ANCHORED TO 2 x 4 BOARDS W/#8 WOOD SCREWS. Tallow-- L -,;:`:. ':::;:` <_=PER TABLE 11.2A OF THE 1997 NDS. Ht.total= 144.0 IN (FOR 1"PENETRATION)" DEPTH= 12.0 IN Movt= (7 Fp`hn) Ht.wall screw= 120.0 IN = 2877:f::I:NfrE: Mstl= S(WDL+WLL)*d/2 = 12 LEVELS*37 LB/LVL* 12 IN/2 = 2,664 IN-LB Mst2= Tallow*Ht = 6,600 IN-LB Puplift= [Movt-(Mstl+Mst2)]/d = [28771 IN-LB - (2664 IN-LB+6600 IN-LB)]/12 IN = 1,626 LB THUS, NO FLOOR ANCHORS REQUIRED WALL ADEGUACY: Wall(Ht)= 12 FT Trib(W idth)= 4 FT V= 8.33 PSF PER SECTION 1611.5 INTERIOR/PARTITION WALLS>THAN 6 FT IN HEIGHT MUST BE DESIGNED FOR A MINIMUM OF 5 PSF LATERAL LOADING. f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V ` Application #del le _3� Health Division Date Issued "ZS—f Conservation Division Application Fee Planning Dept. Permit Fee 4 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address 6V 1`�1�1J�1 U644 fMQ V-7 «z> Village Owner sA1LPK- fH f1k VXNf42r, LP Address OJP— Telephone -lC�i-1T'F-10t�t`. — �fJ�'C' Et, S K Permit Request 10my—I00_ EI T- LiP &12 t4k- -4. TE4--�1�4JT- I IJ • hoc r�rr�- 2�T'AI[, �r�zA.. Za Ord oGC floor:feet: 1 st floor: existing p oposed nd floor: existing O proposed-(L?,ZTotal new Zoning District Flood Plain Groundwater Overlay Project Valuation 2W. COO Construction Type- Lot Size Grandfathered: ❑"Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) AA Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes 244o 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: kf Gas ❑ Oil ❑!Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing d New --a p g Existing wood/coal stove ❑Yes �(No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: O,eXisting 4new,___,size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 4 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# rn Current Use Proposed Use H — RF0241-�L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name c ? ,.� Telephone Number ^�QZ Address q q_NL_Qd6Z Amal_ iL 370( License # �-D F(�, ©� Home Improvement Contractor# Email ALy_� ��t�J �� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE //2�� DATE L 14t /Zd6 y i FOR OFFICIAL USE ONLY APPLICATION # a DATE ISSUED - MAP/ PARCEL NO. 3 ADDRESS VILLAGE r - OWNER z DATE OF INSPECTION: i FOUNDATION FRAME r t INSULATION a FIREPLACE } ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Oe • I .i 79, Sailfish Partnership 2365 NE28th Street Lighthouse Point, FL. 33064 December 29, 2015 Mr. Thomas Perry, 'Building Commissioner Town of Barnstable— Building Department 200 Main Street Hyannis, MA 02601 Re Building Permit Application for conversion of the existing Bed Bath & Beyond store to a Cost Plus World Market store 621 lyannough Road, Hyannis, MA 02601 Dear Mr. Perry: On behalf of Sailfish Partners LP (as Property Owner of 621 lyannough Road, Hyannis), this letter is_submitted as evidence of Property Owner's consent and authorization for Casco Corp. or Dean Associates Architects Inc. to fife an application for Building Permit for work to be performed at the above referenced location for Cost Plus World Market(a wholly owned subsidiary of Bed Bath & Beyond). Regar .s,p ug 'M. Beckett H Sailfish Partners LP Cc: Glenn Rechtenbaugh (Bed Bath & Beyond /Cost Plus World Market) Peter Puskuldjian (Casco Corp) Mass. Corporations, external master page Page 1 of 2 y J Corporations Division Business Entity summary ID Number: L96554488 Request certificate New search Summary for: SAILFISH PARTNERS LIMITED PARTNERSHIP The exact name of the Domestic Limited Partnership (LP): SAILFISH PARTNERS LIMITED PARTNERSHIP Entity type: Domestic Limited Partnership (LP) Identification Number: L96554488 Date of Organization in Massachusetts: 11-07-1996 - Date of Involuntary Dissolution by Court Last date certain: 11-07-2006 Order or by the SOC: 06730-2013 ; The location or address where the records are maintained (A PO box is not a valid location or address): Address: City or town, State, Zip code, Country: The name and address of the Resident Agent: Name: HUGH M. BECKETT Address: 58 MAYO DRIVE City or town, State, Zip code, NEEDHAM, MA 02192 USA " Country: The name and business address of each General Partner: Title Individual name Address ❑Confidential ❑Merger Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Amendments to Limited Partnership Certificate Annual Report Articles of Entity Conversion ova Certificate of Cancellation http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=L965 54488&... 2/16/2016 27x ComurarnveaUh-of Massad7rruetts Depiwanerrt ofindus-.yid Acddezds . aff re-Of rnVeS6917fi0=. 600 Wasfihzgtort,: treet y Botstorr,, .02111 f4'FYF4:7Nt3SS.�tIY�11�IfL _'Trur•kers' Campens3f uu In�ce Afficlavft:Buitdei-slC�antradursJEIecfrkianslP'hanhers App$caut Infk-oration Please Print Le�IY Name�3USatesSl�rganm4iorTFFnd�rl�j� �� A6!'643VC, a244ft IMar r� Address: 64 12 At W_I1 D Are you an employer?Check the appropriate baz: Type of project(required)_- I. I am a general confractcx and I ElI am a e3uployaz With 4. El6_ I'�eur consfructian employee,(full andfor part-time).* have hired the sub conbacfors ❑ 2 a sale proprietatr or partner- listed on the attached sheet. 7.ARamodeling s. . .and have no employees.: These sub-cony ractcrs have ry g �P •, ❑Demolition wad ing forme-any capacity employees andhav a workers, com insurawa-1 . 9. ❑Euildtng addition ' INo tvot�-ets.'comp.iiasstn-ance P- ' 1�0_ Elecfrical regnired.J 5. ❑ We are a corporation and ❑ repairs or additions 3.❑ Iam.ahameoumer doing aHwork officershave,esarcisedtheir 1LQFlumbingrepairsoradditiom myself-[No workers'camp- tight of exemption per MGL 1'1 imc�rrance required,]i c.152,§1M andwe have no, El F�oofrepaus Io owaricers' 13-El �' yam-IN comp.insurance required_) •tiny apptfuutthztcfiecksTiaxPlmo -also Moutthesecffonberawsfi�_qtile¢workers'compenm&npo&cginFbmm oa. #&3meowners who submit skis d iidwit inErating&---y are lainz all woA=4 t5m him outside cunt ictorsnmst submit a newaffida-e t indicsiing mcii ICantiactorsYb,;t checYiMs bax must attached sa additiansl sheet showing the name of the mutt-contxcfiaa.aad state whe4her or nut those Metiesha%,p- employees.TfthesuirtontrattaeshaceempIcyers,theg=tstprav�thes workEw-comp.paficyntxniber. lam all erriplayRr float is pratzding tvQrk¢rs'colt rtsafr'art irrsruartca fnr My*emptaiwes Setow is ihR pa-icy and jab site irtforrrtalfart: Insurance Carupaay Nrame: Pflhcy 4,or Self-ins.Lic. l xpit*atibuDate_ , Job Sitetlddre= CityfStat 2f p: Mach a copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A o€MGL c.152 can lead to-the imposition of criminal penalties of a tine up 1a$1,500:00 in&& as well as c_� penalties in the form of a STOP WORK ORDERand a fine of up to$250_00 a day against the violator. Be advised'thaf a copy of this statement inay,be fkwarded to the Office of Invest gatiuns o€the D-TA for insurance coveca;e mrifi ation. Ida kercdry certi rr r the of ' ry flratfJea infonstafzvrrpt mzdcd agar is g avid carrer-t Date- Phone �� r A. 8r-fit a,okid tree an£y. Do oat wr&e its 693 crew,tax be cauipfeted by city or town offiCrat City orTaww PeT- mtiffT;cense;9 Issuing Auffic:rity(circle one):" L Board of ff"Ith 1.13arT Department'3.C tyl1'osrn Caerk 4 Electrical Inspector• S.Phrmbing in.�Pectar 6.Other Contact Person: Phone-#= ormation and 11nstriactions Massachusc is General Laws chapter 152 requares all cuiploy=b provide wow=nP"sztcM for their CMPIoy=. pm su�i-fn this sue,as ernpkyne is def ect as.`�.evc y person m.$ze service of aaotb er under aay contact ofhire, express or implied,oral or _" An employer is defined as ran individual,partnership,associaiian;corporation or other legal enfdy,or any two or morn Of the foregoing engaged m a Joint euterpase,aadmclodiagthe Iegal Fepres=tafives of a deceased empIoyer,or the receiver or tro tin of an mfvidnal,parfnea ,associafion or otherIegal entity,employing"PI°yees- However the owner of a.dwelling house having not more timo.three apartments and who resides therein,or the occupant of the, - dweIling house of another who employs persons to do mainfman c ',construction or repay work-on such.dwelling House: or on the grounds or bMlding appUz�i`h_mto shall not benanse of such employment be deemed to be an employer." MC�L chapter 152,§.25C(6)also states that"everystate or local Iiceusin.g agencyshaRwifhhold$ie issuance or rEneWal of a license or permit to operate a.business or to contact buf<dings is the comTnGnWealth for any applicant Who has not produced acceptable evidence of compliance witli the hwa an ce coverage requited." Additionally,M(ff chapter 152,§25C(7)states"Neither the commonwealth nor any ofits political subdivisions shall eTtP,-min any cunt tact for the perFvrffiance of pnblio wo>�f IMfa acceptable evidence of Cpmpli�cewIth the msm`dnce. recpm-eraents of this chapter have been presented to the contracting aufhoi icy ' Applicants . to Please fE1 out the woikus'compensation affidavit completely,by checl®g-he bones ffiat apply rt your sitnafion and,if necessary,supply sub-contractor(s)name(s), address(es)mail phonenumber(s) along wifhtheir certificafe(s) of j,crrrance_ Limited Liability Companies(LLC)or Lia:t LiabiZity�Partnerships(LLP)with no employees other the the mem tner bers or pars,are not reglm ed to carry workers' compensa.on ia suzan ce- If an LLC or LLP does have employees,a.policy is rcgaimI Be advised thattbis afficdayit may be submitted to the Department of rndustrial . Accidents for con�.maiion of insurance coverage. Also be sure to sign and date the aflZdavit The affidavit should o Iicenseisbe' ested,notiheDepadm.entof "cation for the-- em3rt r lug that the h c or Town P _ , be reti�med to�e city application Ldusfrial Accidents. ShouIdyon hate any questions regarding the law or ifyou are required to obtain a wormers compensation poHcy,please call the Department atthenumberlistedbelow Selfnh=edcompaniessb0 enter their self-m�c_6 license number on the appropriate Imo. City or Taub.ofadals Please be sore that the affidavit is complete andprmtedlegiibly. 'Ihe Departmeuthas provided a space of the bottom of the affidavit for you to fill out iathe event the Office ofIuvestigations has to con actyonrcg iii]39the applicant Please be,sure to fill.in the pen�itlkicense number which will be used as a reference number. In addition,an applicant that must submit,multiple p e�ittllicense applications is any given year,need only submit one affidav indicating current policy m:[b= tion(if necessary)and under"Job Site Address"fhe applicant should v rites"all May bons zl (mayor :town)-"A copy of the•affidavit that has been officially stamped or maned by titer city or gown may be provided to the applicant as prooftbat a valid affidavit is oa file for fofute permits or licenses- Anew affidavitmust be filed out each year.V1liere a home owner or citizen is obtaining a license or permit not re:Iafed to any business or commercial venfine tie. a dog license orpermit to bum Ieaves eta-)said person is NOTregahr to complete this affidavit The Office of Investigafions would hketo thankyouia advance for your cooperation and shouldyouhaven any questions. please do not heslbatr to give us a call- The Deparimeu#'s address,inlephcme and fax'nM�aber: . ' L-CGzM0MVMjffiE of Massachusefb • - " ,Dam of IBd Ace�d�nt� . Qff j=e.€javesti— aA� EQ4�as]� an � Bus MA E21I1 Fait 617` 27'749 Revised 4-24-07 � �� i Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cost Plus Word Market Date: 1/7/2016 Property Address: 621 Iyannough Rd.,Hyannis,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I, Mark S. Bromeier MA Registration Number: 31613, Expiration date: 8/31/16 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerningt: X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. igRED Aq Enter in the space to the right a"wet"or QP i� electronic signature and seal: 9 ' 3 1 W (� Phone number: (314) 821-1100 Email: bbb@cascocorp.com tp;Or tAP� Building Official Use Only Building Official Name: Permit No.: Dater Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional a for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cost Plus Word Market Date: 1/7/2016 Property Address: 621 Iyannough Rd.,Hyannis,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space I,Michael C. Grapperhaus MA Registration Number: 49338 Expiration date: 6/30/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. OF Enter in the space to the right a"wet"or electronic signature and seal: MICH tr G A R 8 iST�`��O k� Phone number: (314) 821-1100 Email: bbb@cascocorp.com °�¢�� YSTZW�G�ae, NAL Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06 11 2013 f Initial Construction Control Document To be submitted with the building permit application by a N Registered Design Professional for work per the 81h edition of the a Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cost Plus Word Market Date: 1/7/2016 Property Address: 621 Iyannough Rd.,Hyannis,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Tenant fit-out of an existing vacant retail space 1, Joseph A. Carter MA Registration Number: 49535 Expiration date: 6/30/16 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. c�cv A e Enter in the space to the right a"wet"or 510 7 electronic signature and seal: JOSEPH A. � CARTER -+ ELECTRICAL NO.49535 Phone number: (314) 821-1100 Email: bbb@cascocorp.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document z W To be submitted with the building permit application by a W t 'Registered Design Professional for work per the Bch edition of the Massachusetts State Building Code, 780 CMR, Section 107 G1M SYev Project Title: Cost Plus World Market Date:January 08, 2016 Property Address: 621 Lyannough Road,Hyannis, MA 02601 Project: Check(x)one or both as applicable: New construction x Existing Construction Project description: The building was a former Bed Bath & Beyond retail space which is being converted to a Cost Plus World Market retail space. I Jake Hemke, MA Registration Number: 49400 Expiration date: June 30, 2016,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical x Other: Fire Alarm 1' for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the, contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiarmith the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. DATE: 01/07/16 of M FIRE PROTECTION Enter in the space to the right a"wet"or P�� Ass �� 9c ENGINEER OF RECORD electronic signature and seal: o`' WILLIAM B. ( JACOB P.HEMKE,PE SMITH `n LICENSE NO.49400 FIRE PROTECTION CODE CONSULTANTS,INC. N0.50473 2043 WOODLAND PKWY,SUITE 30C ST.LOUIS,MO 63146-4235 Phone number:314-991-2633 Email:jakeh@codeconsultants.com Ado 9FG/ Tt PHONE:314-991-2633 (� CORPORATE CERTIFICATE OF AUTHOR NO.001000177 Building Official Use Only -Building Official Name: Permit No.: f. Date: Note 1. Indicate with an `x' project design plans,Computations and specifications that you prepared or directly supervised. if`other' is chosen, provide a description. Version 06 11 201 r - S Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cost Plus World Market Date:January 08,2016 Property Address: 621 Lyannough Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction x Existing Construction Project description: The building was a former Bed Bath&Beyond retail space which is being converted to a Cost Plus World Market retail space. I Jake Hemke,MA Registration Number: 49400 Expiration date: June 30, 2016,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical x Other: Fire Alarm for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. DATE: o1/oTn6 Enter in the space to the right a"wet"or ��F�gSs9� FIRE PROTECTION electronic signature and seal: moo`' JACOB P. ENGINEER OF RECORD: yGN JACOB P.HEMKE,PE HEM LICENSE NO.49400 FIRE PROTECTION y CODE CONSULTANTS,INC. N0.49400 2043 WOODLAND PKWY,SUITE 300 A 9 O Q ST.LOUIS,MO 63146.4235 Phone number: 314-991-2633 ' Email:jakeh@codeconsultants.coin 9o, of EP0 PHONE:314-991-2633 / CORPORATE CERTIFICATE OF AUTHORITI 1 P,� At ' NO.001000177 Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 d FIRE PROTECTION SYSTEMS NARRATIVE CODE CONSULTANTS,INC. Cost Plus World Market 621 Lyannough Rd. (Rt 132), Hyannis, MA 02601 Building Description: a) The building is classified as a Use Group"M" - Mercantile b) The building is one-story with an area of 20,019 sq ft. c) The construction type is 2B, fully sprinkled d) The Pre-Sales Area has rack storage of Class I through Class IV Commodities and a limited amount of Group A Plastics up to 16'-6" in height and the Sales Area has solid shelf storage of Class I through Class IV commodities up to 15'-0" in height. . Enforced Codes and Standards: a) International Building Code—2009 Edition b) International Fire Code—2009 Edition c) International Mechanical Code—2009 Edition d) National Electrical Code-2014 Edition - { e) 780 CMR - MA Amendments to the IBC f) 527 CMR - MA fire prevention regulations g) NFPA 13, Standard for the Installation of Sprinkler Systems-2013 Edition h) NFPA 72, National Fire Alarm and Signaling Code—2010 Edition Design Responsibilities: a) Code Consultants, Inc. (CC[) has prepared fully engineered Construction Documents (CDs), including drawings and calculations,for the fire sprinkler system. William B. Smith, PE will review and approve Shop Drawings prepared by the fire sprinkler contractor prior to installation to verify that those documents are in compliance with the CDs. b) Code Consultants, Inc. (CCI) has prepared fully engineered Construction Documents (CDs), including drawings and calculations, for the fire alarm system. Jacob P. Hemke, PE will review and approve Shop Drawings prepared by the fire alarm contractor prior to, installation to verify that those documents are in compliance with the CDs. Fire Sprinkler System: a) Water supply is provided from a private main behind the building. There are also public fire hydrants around the building. b) The building is protected with a wet pipe fire sprinkler system supplied from an 8,in. fire service main that enters in the back of the building. c) The existing fire sprinkler system was not seismically braced, and any modifications to the system will not be seismically braced. d) There are no small hose stations. e) The work will consist.of limited modifications to the existing system to accommodate new/relocated walls and mechanical equipment. f) The building will be 100% protected by the fire sprinkler system in accordance with NFPA 13. 4 g) - The existing building was designed to provide a density of 0.487 GPM per sq. ft. over 2,000 sq. ft. h) The new Sales Area will be designed to provide a density of 0.21 GPM per-sq. ft. over 2,000 sq. ft. i) The new Pre-Sales Area will be designed to provide a density of 0.41 GPM per sq, ft. over 2,000'sq. ft. CODE CONSULTANTS,INC. Fire Alarm System: a) Cost Plus World Market's space is equipped with fire alarm system utilizing the Fire-Lite MS92000DLS Rev 3. addressable fire alarm control panel (FACP). b) The fire alarm system is configured to transmit specific fire alarm signal to the fire department utilizing a DACT as the primary reporting method, and a cellular communicator as the secondary means of reporting the off-site monitoring facility. c) Non-required smoke/heat detection is provided in the restrooms, cash office, and break rooms. d) Required smoke detection is provided above the FACP in the electrical room. e) A manual pull stations is provided in the front entrance vestibule. f) Duct smoke detectors are provided on the return side and supply side of each air handling unit, monitored and powered by the fire alarm system. g) White ceiling mounted audible/visual and visual notification appliances are provided throughout the CPWM space. h) CPWM's fire sprinkler systems waterflow switch and tamper switches are electronically monitored by the fire alarm system. i) An exterior audible/visual appliance is provided approximately 10 (ten) feet above the fire department connection. Exterior appliance is configured to activate upon waterflow only. j) Open fire alarm plenum rated cabling is provided throughout for the fire alarm system and conduit is provided per the NEC. k) All fire alarm circuits are configured as class B,wiring methods in accordance with NFPA 72, DATE: 01/07/2016 �tf{OF�q FIRE PROTECTION01 ��• s ENGINEER OF RECORD: �o WILLIAM B. N WILLIAM B.SMITH,PE SMITH LICENSE NO.50473 0 5 FIRE PROTECTION y CODE CONSULTANTS,INC. NO.50473 2043 WOODLAND PKWY,SUITE 300 ST.LOUIS,MO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY �SS/0 A NO.001000177 DATE: 01/07/2016 r FIRE PROTECTION �, HOF ENGINEER OF RECORD:. • o�`� �� JACOB P.HEMKE,PE 0,9 0 5 LICENSE NO.49400 r HeiWICE CODE CONSULTANTS,INC. 2043 WOODLAND PKWY,SUITE 300 ST.LOUIS,MO 63146-4235 - i'PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY No.001000177 Hydraulic Calculations Area 1 Cost Plus World Market Hyannis; MA R 151023.06.000 January ,8, 2016 Code Consultants, Inc. 2043 Woodland' Pkwy, - Suite 300 , St . Louis; M0 63146-4235 DATE: 01/07/16 OF M,q FIRE PROTECTION ss9c ENGINEER OF RECORD: WILLIAM B. tiG WILLIAM B.SMITH,PE s SMITH LICENSE NO.50473 FIRE PROTECTION CODE CONSULTANTS,INC. ND.50473 2043 WOODLAND PKWY,SUITE 300 ST.LOUIS,MO 63146-4235 S1��FG/S PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY FSS/ONA N t y NO.001000177 ` l SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS . PRESS. @ PRESS. @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 70 . 0 55 . 0 1244 . 0 44 . 1, 1671 . 8 38 . 4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1671 . 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 500 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1171 . 8` GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 120 . 8 -' K=25 . 20 7 . 2 67 . 5 2 120 . 8 K=25 . 20 7 . 0 66 . 7 3 120 . 8 K=25 . 20 7 . 0- 66 . 7 4 120 . 8 K=25 . 20 7-. 1 67 . 3 5 120 . 8 K=25 . 20 7 .7 70 . 0 6 120 . 8 K=25 .20 8 . 6_ 74 . 0 7 120 . 8 K=25 . 2Q 8 . 5 73 . 6 8 120 . 8 K=25 . 20 8 . 6 73 . 7 9 120 . 8 K=25 . 20 8 . 9 75 . 3 ` 10 120 . 8 - - - - 11 . 0 11 120 . 8 - - - 9. 8 - - 12 120 . 8 - . - - 9 . 2 - - - 13 120' 8 K=25 . 20 8 . 6 74 . 0 14 120 . 8 K=25 . 20 8 . 5 73 . 5 15 120 . 8 K=25 . 20 8 . 6 73 . 9 16 120-' 8 K=25'. 20 9. 0 75 . 5 17 120 . 8 - - 11 . 7 - - - 18 w 120 . 8 - - - 11 . 0 - - - 19 120. 8 - - - - 10 . 7 - - - 20 120'. 8 - - - 10 . 4 21 120 .8 K=25 . 20 10 . 0 79 . 8 22 , 120. 8 K=25 . 20 10 . 0 79 . 7 23 120 . 8 K=25 . 20 10.2 80. 6 24 _ 120. 8 - - - - 12 . 6 - - - , 25•. 120. 8 -. - - 12 . 7 - - - 26 12 0;. 8 - - - - 12 . 8 - - - 27 120 . 8 - - - 12 . 9 - - - , . 28 120: 8 - - - - 12 . 9 - - 29 120.8 - - - - - 12 . 9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023OO1 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) ' NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (.PSI) (,GPM) 30 120. 8 - - - - 13 . 0 - - - 31 120 . 8 - - - - 13 . 1 - - - 32 120 . 8 - - - - 13 . 9' - - 33 120 . 8 - - 7 1'3 . 5 - - 34 120. 8 - - 13 . 7 - - 100 119. 0 - - - - 1.2 . 4 - - 101 119 . 0 - - - - 12 . 5 - - 102 120. 8 - - - - 11 . 0 - - 103 119. 0 - - - 12 . 6 - - 104 120. 8 - - - - 11 . 7 - - - 105 119. 0 - - - 12 . 9 - - - 106 120 . 8 - -. - - 12 . 6 - - - 107 119. 0 - - 13 . 3 - - 108 120. 8 - - - 12 . 9 - - - 109 119. 0 - - - - • 13 . 6 - - - - 110 120. 8 - - 13 . 4 - - - ill 119 . 0 - - - - 14 . 0 - - - 112 119. 0 - - - - 14 . 4 - - - 113 119 . 0 - - - - 14 . 8 - - - 114 119 . 0 - - - - 15 . 0 . - - - 115 119 . 0 - - - - 15 . 2 - - - 116 119 . 0 - - 15 . 3 - - 117 119 . 0 - - - - 15 .3 - - 118 119 . 0 - - - - 15 . 4 - - - 200 120 . 0 - 14 . 5 - - - 201 120 ,0 - - 14 . 5 - - ,- 202 120 . 0 -, - - - 14 . 5 - - - 203 120 . 0 14 . 6 - - 204 120 . 0 - - - - 14 . 8 - - - 205 120. 0 - - - 15 . 0 - - - 206 120 . 0 - - - - 15 . 3 - - - 207 120 . 0 - - - 15.. 5 - - 208 120 . 0 - - - - 15 . 8 - - `- 209 120 . 0 - - - - 17 . 0 - - - 210 120: 0 - - - 16. 9 - - - ` 211 120 . 0 - - - - 16 . 9 - - - 212 120 . 0 - - 16. 7 213 120. 0 - - - - 16. 9 - - - 214 120 . 0 - - - 1-6. 9 - - 215 120 . 0 - - - - 16'. 9 - - - TOR 118 . 9 - - - 18 . 4 BFO 101 . 5 - - - - 26. 7 BFI 101 . 5 - - - 30- 2 - - UG1 95 . 0 - - - 35 . 2 - - - UG2 95 . 0 HOSE STREAM, 35 .'4 500. 0 S 100 . 0 SOURCE 38 . 4 1`671 . 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (_FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) y Pipe : 1 144 . 6 2 . 635 PL 11 . 85 PF 4 . 4 100 119. 0 0 . 0 12 . 4 0. 0 8 . 5 120 FTG 4E2T •4PE -0 . 8 1 120 . 8 25 . 2 7 . 2 67.. 5 0 . 057 TL 77 . 85. PV Pipe: 2 77 . 1 2 . 635 PL 9. 18 - .PF 0. 2 1 120. 8 25 . 2 7 .-2 67 . 5 4 . 5 - 120 FTG --- �PE 0 . 0 2 120 . 8 25 . 2 7 . 0 66. 7 0 . 018 TL 9 . 18 PV r . Pipe : 3 10 . 5 2 . 635 PL 11 . 50 PF 0 . 0 2 120 . 8 25 . 2 7 . 0 66. 7 - 0 . 6 120 FTG ---- PE 0 . 0 3 120 . 8 25 . 2 7 . 0 66..7 0 . 000 TL 11 . 50 PV Pipe : 4 K -56. 2 2 . 635 PL 13 . 50 PF ,0 . 1 3 120 . 8 25 . 2 7 . 0 66. 7 3 . 3_- 120 FTG ---- , 'PE 0 . 0 4 120 . 8 25 . 2 7 . 1 67 -3 0 . 010 TL 13`. 50 PV . Pipe : 5 - -123 . 5 2 . 635 PL 13 . 50 PF 0 . 6 4. 120 . 8 25 . 2 7 . 1 67 . 3 7 . 3 120 FTG --- PE 0 . 0 , 5 120 . 8 25 . 2 7 . 7 .70 . 0 0 . 043 TL 13 . 50 PV Pipe : 6 -193 . 5 2 . 635 PL 31 . 75 PF 6 . 4 5 120 . 8 25 . 2 - 7 . 7 70 . 0 11 . 4 120 FTG- 2T PE 0 . 4 200 120 . 01 0.0 14 . 5 s 0 . 0 . 0 . 098 TL 65 . 75 Pv , Pipe : 7 123 . 7 2 . 635 PL 37 . 16 PF 3 . 0 101 119 . 0 0 . 0 ' 12 . 5 f'- 0 . 0 7 . 3 120 FTG - 2T PE -0 . 8 - 6 120. 8' 25 . 2 • '8 . 6' , 74 . 0 0 . 043 TL 7.1 . 16 PV. Pipe : 8 49. 6 2 . 635 PL 13 . 50 PF 0 . 1 6 120 . 8 25-. 2 8 . 6 74 . 0 2 . 9 120 FTG ---- PE 0 . 0 7 120. 8 25 . 2 8 . 5 73 . 6 0 .'008 TL 13 . 50 PV . Pipe: 9 -24 . 0 2 . 635 PL 13 . 50 PF .0. 0 7 . 120 . 8 25 . 2 8 . 5 73 . 6 1 . 4 120 FTG ---- PE 0 . 0 8 -120 . 8 25 . 2 8 .'6 73 . 7 6. 002 TL 13 . 50 PV t Pipe : 10 -97 . 7 2 .'635 PL 13 . 50 PF 0. 4 8 120. 8 25 . 2 8 . 6 73 . 7 5 . 7 . 120 FTG ---- PE 0. 0 9 120 . 8 25 . 2 8 . 9 75 . 3 0 . 028 TL 13 . 50 PV Pipe : 11 173 . 0 2 . 635 PL 31 . 75 PF 5 . 2 t 9 120 . 8 25 . 2 8 . 9 75 . 3 10 . 2 120 ,FTG 2T ' `PE 0 . 4 4201 120 . 0 0 .-0 14 .5 0. 0 0 . 07.9 TL 65 . 75 PV.. ' SPRINKLER SYSTEM HYDRAULIC -ANALYSISp Page 4 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) PIPE TAG Q (GPM) DIA(IN) ,LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) , HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FIT (PSI) Pipe : 12 0 . 0 2 . 635 PL 4 . 58 PF 0 . 0 10 120 . 8 0 . 0 11 . 0 0 . 0 0 . 0 120 FTG ' T PE 0 . 0 102 120 . 8 0 . 0 11 . 0 0 . 0 0 . 000 TL 21 . 58 PV Pipe : 13 '' -125 . 1 2 . 635 PL 1 . 83 PF 0 . 8 102 120 . 8 0 . 0 11 . 0 0 . 0 7 . 4 120 FTG T PE 0 . 8 103 119 . 0 0 . 0 12 . 6 0 . 0 0 . 044 TL 18 . 83 PV Pipe : 14 125 . 1 2 . 635 PL 9 . 41 PF 1. 2 102 120 . 8 0 . 0 11 . 0 0 . 0 7 . 4 120 FTG T PE 0 . 0 11 120 . 8 0 . 0 .9 . 8 0. 0 0 . 044 TL 26. 41 PV Pipe : 15 125 . 1 2 . 635 PL 14 . 00 PF , 0 . 6 11 120 . 8 0 . 0 9 . 8 0 . 0 7 . 4 120 FTG ---- PE 0 . 0 12 120 . 8 0 . 0 9. 2 - 0 . 0 0 . 044 TL 14 . 00 PV Pipe : 16 125 . 1 2 . 635, PL 14 . 00 PF. 0 . 6 12 120 . 8 0 . 0 9 . 2 0 . 0 .7 . 4r 120 FTG ---- PE '0 . 0' 13 120 . 8 25 . 2 8 . 6 74 . 0 0.. 044 TL 14 . 00 PV Pipe : 17 ` 51 .•0 2 . 635. PL 14 . 00 PF �0 . 1 13 120 . 8 25 . 2 8 . 6 74 . 0 '3 . 0 120 FTG ---- -' PE ;0 . 0 14 120 . 8 25 . 2 8 . 5 73 . 5 0 . 008 TL 14 . 00 PV Pipe : 18' -22 . 5 2 . 635 PL 13 . 75 PF 0 . 1 14 120 . 8 25 . 2 8 . 5 73 . 5 1 . 3 120 FTG 4E PE -0 . 0 15 120 . 8 25 . 2 8 . 6 73 . 9 0 . 002 TL 45 . 75 .. PV . , Pipe : 19 -96. 4 2 . 635 PL 14 .00 PF 0 . 4 15 120•. 8 25 . 2 8 . 6 73 . 9 w5 . 7 120 FTG ---- PE 0 . 0 16 .120 .8 25 . 2 0 . 0 75 . 5 . 0 . 027 TL 14. 00 PV Pipe : 20' -171 . 9 4.2 . 1635 PL 32 . 41 PF 5 . 2 16, 120 . 8 ' 25 . 2 9. 0 75. 5 10 . 1 120 'FTG 2T PE 0. 4 202 120 . 0 0 . 0 1-4 . 5 0 . 0 0 . 078 TL 66. 41 Pv Pipe : 21 0 . 0 2 . 635 PL 4 . 58 "PF 0 . 0 17 120 . 8 0 . 0 11*. 7 0 . 0 0 . 0 120 FTG T PE 0 . 0 104 120 . 8 0 . 0 11 .7 0 . 0 0. 000 TL 21 . 58 PV Pipe: 22 -90 . 3 2 . 635 PL. 1 . 83 .PF 0 . 4 104 120 . 8 0 .•0 11 . 7 0. 0 .5 . 3 120 FTG T PE 0. 8 105 119 .0 0 . 0 12 . 9 . 0'. 0 0 . 024 TL' 18 . 83 PV Pipe: 23 90 . 3 2 . 635 PL 9. 41 PF 0 . 6 104 120 . 8 0 . 0 11 . 7 0. 0 5 . 3 .120 FTG T PE 0. 0 18 1208 0 . 0 11 . 0 01. 0 0. 024, TL 26. 41 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) ,HW (C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) FL/FT (PSI) Pipe: 24 90.3 2 . 635 PL 14 . 00 PF ' 0 . 3 18 120 . 8 0 . 0 11 . 0 0 . 0 . 5 . 3 120 FTG ---- PE 0 . 0 19 120 . 8 0 . 0 10 . 7 0 . 0 0 .024 TL 14 . 00 PV Pipe : 25 90 . 3 ' 2 . 635 PL 14 . 00 PF 0.. 3 19 120 . 8 0 . 0 10 . 7 0 . 0 �5 . 3 120 FTG ---- PE 0. 0 20 120 . 8 0 . 0 10 . 4 0 . 0 0 . 024 TL 14 . 00 PV Pipe : 26 90. 3 2 . 635 PL 14 . 00 "PF 0 . 3 20 120. 8 0 . 0 10 . 4 0 . 0 5 . 3 120 FTG ---- PE 0 . 0 21 120 . 8 25 . 2 10 . 0 79 . 8 0 . 024 TL 14 . 00 r. PV Pipe : 27 10 . 6 2 . 635 PL 10 . 75 PF 0 . 0 21 120 .8 25 . 2 _1.0 . 0 79 . 8 6. 6 120 FTG ---- PE 0 . 0 22 120 . 8 25 . 2 1'0 . 0 79. 7 0 .000 TL 10 . 75 PV Pipe : 28 =69 . 2 ' 2 635 PL 14 . 00 PF . 0 . 2 22 120 . 8 25 . 2 10.. 0 79. 7 4 . 1 120 FTG -- PE 0 .0. 23 120 . 8 25 . 2 10 . 2 80 . 6 0 . 015 TL 14 . 00 PV Pipe : 29 149 . 7 . 2 . 635, PL 32 . 41 PF 4 . 0 23 120 . 8 25 . 2 . 10 . 2 80 . 6 8 . 8 120 FTG ' , 2T PE : 0 . 4 203 120 . 0 0 . 0 14 .,6 0 . 0 0 . 061 TL 66. 41 PV Pipe : 30 0 . 0 2 . 635 PL 4 . 58 PF 0 . 0 24 120 . 8 0.. 0 12 .-6 0 . 0 0 . 0 120 FTG T PE 0 . 0 106 120 .•8 .0 . 0 12 . 6 0 . 0 0 . 000 TL 21 . 58 PV Pipe : 31 • 42 .`4 3 . 260 -PL 1 . 83 PF 07. 0 106 120. 8 0 . 0 12 . 6 0 . 0 1 . 6 120; FTG T PE - 0. 8 107 , 119.'0 0 . 0 - 13`.3 0 . 0- 0 ..002 TL 21 . 83 PV Pipe : 32 - _-42 . 4 2 . 635 PL 9. 41 PF 0 . 2' 106 120 . 8' 0. 0 12 . 6 0 . 0 2 . 5 - 120 FTG T PE 0. 0 25 120 . 8' 0 . 0 . 12 . 7 0. 0 0.. 006 TL 26 . 41 PV ,.Pipe : •33 i, . -42 . 4 y 2 . 635 'PL 14 . 00 : , PFl 0 . 1. 25 120 . 8 0 . 0 12 :7 0'. 0 2 . 5 120 FTG ---- ` PE 0. 0 26 120 .f8 0 . 0 12 . 8 0'. 0 0 . 006 TL 14 . 00 PV Pipe : 33A -42 . 4 2 . 635. PL 8 . 00 PF 0. 2 26 120 . 8 0'° 0 12 . 8 0 . 0 2 . 5 120 ' FTG ET PE r 0 . 0 30 120:8 0 . 0 11. 0 0 . 0 0 . 006 'TL 33 . 00 PV Pipe : ' 34 , 0 . 0 2 . 635- PL 4 :58 PF 0 . 0 27 120. 8 0 . 0 12.. 9 0. 0 0 . 0 120 FTG T PE 0. 0 ' 108 120 . 8 - 0 . 0 12 . 9 0. 0 s 0 . 000 TL 21 . 58 PV , y SPRINKLER SYSTEM HYDRAULIC ANALYSIS A Page 6 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) PIPE TAG Q (GPM) DIA(IN) LENGTH "' ' PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) ; (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI ) Pipe: 35 20. 8 3 . 260 PL 1 .83 - PF 0 . 0 108 120 . 8 0 . 0 12 . 9 0 . 0 0 . 8 120 FTG T PE , 0 . 8 109 119 . 0 0 . 0 13 . 6 0 . 0 0 . 001 TL 21 . 83 PV Pipe : 36 -20 . 8 2 . 635 PL 9. 41 PF 0 . 0 108 120 . 8 0 . 0 12 . 9 0 . 0 ' 1 . 2 .120 FTG T PE 0 . 0 28 120 . 8 0 . 0 12 . 9 0 . 0 0 . 002 TL 26 . 41 PV Pipe: 37 -20 . 8 .2 . 635 PL 14 . 00 PF 0 . 0 28 120 . 8 0 . 0 12 . 9 0 . 0 1 . 2 120 FTG ---- PE 0. 0 29 120 . 8 0 . 0 12 . 9 0 . 0. 0 . 002 TL ,, 14 . 00 PV . Pipe : 38 -20 . 8 2 . 635 PL 9 . 83 PF 0 . 1 29 120 . 8 0 . 0 •12 . 9 0 . 0 1 . 2 120 FTG ET PE 0 . 0 30 120 . 8. ' 0 . 0 13 . 0 0 . 0 0 . 002• TL 34 . 83 PV Pipe : 39. -63 . 2 2 . 635 PL 9 . 16 PF 0 . 1 30 120 . 8 0 . 0 �13'. 0 0 . 0 . '3 . 7 120 FTG --- PE 0 . 0. 31 120 . 8 0 . 0 13`:1 0 . 0 0'.012 TL 9 . 16 PV Pipe : 40 -63 . 2 2 . 635 PL 72 . 16 °PF 1 . 3 31 120 . 8 0 . 0 13 1 0 . 0 3 ..7 . 120 FTG 2T PE 0 . 4 209 120 . 0 0 . 0 14 . 8 0 . 0 0 . 012 TL 106 . 16 PV Pipe : 41 '0 . 0 2 . 635 PL 7.. 83 PF 0 . 0. 32 120 . 8 0 . 0 13 . 4 •• 0 . 0 0 . 0 120 FTG T PE 0 . 0 110 120 . 8 0 . 0 13 . 4 0 . 0" 0 . 000 TL 24 . 83 PV Pipe : 42 50 . 1 . 2 . 635 PL 1 . 83 PF 0 . 2 110 120 . 8 0 . 0- 13 .4 '0 . 0 `2'. 9 120 FTG T PE 0 . 8 ill 119 . 0 0 . 0 14-. 0 0 ..0 0 . 008 TL .18 . 83 P PV Pipe: 43 -50 . 1 2'. 635 PL 6. 08 PF 0 . 2 110 120 . 8 , 0 . 0 13 . 4 � - -0 . 0 2 . 9 120 FTG T PE 0. 0 33 120 . 8 0 . 0 13 . 5 0 . 0 E 0. 008 TL 23 . 08 PV Pipe : 44 -50 . 1 . 2 . 635 PL 14 . 00 PF 0 *1 P 133 120 . 8 0 . 0, 13* 5y ., 0 . 0 z 2 . 9 120 FTG ---- PE' 0. 0 34 120 . 8 0 . 0 13'. 0 . 0 0 . 008 TL 14 ..00 PV Pipe: 44A -50 . 1 2 . 635 PL 88 . 41 PF 1 . 0 34 120 . 8 0 . 0 13 . 7 0 . 0 2 . 9 120 FTG 2T -PE 0. 4 ` 205 120 . 0-. 0 . 0 15 . 0 0 . 0 0 . 008 TL 122 . 41 PV_ ., Pipe: 45- -46. 7 2 . 635 PL 110 . 41 'PF 1 . 3 112 119 . 0 0. 0 14 . 4 0 . 0 2 . 7 120 FTG 4T PE -0 . 4 . 206 120 . 0 0 . 0 15 . 3 0 . 0 - 0. 007 TL - 178 . 41 PV t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 46 -41 . 0 2 . 635 PL 117 . 41 PF 1. 2 113 119 . 0 0 . 0 14 . 8 0 . 0 2 . 4 120 FTG 4E4T PE -0 . 4 207 120 . 0 0 . 0 15 . 5 0 . 0 0 . 006 TL 217 . 41 PV Pipe: 47 -42 . 3 2 . 635 PL 114 . 00 PF 1 . 2 114 119 . 0 0 . 0 15 . 0 0 . 0 2 . 5 120 FTG 2E4T PE -0 . 4 208 120 . 0 0 . 0 15 . 8 0 . 0 0 . 006 TL 198 . 00 PV Pipe: 48 -62 . 9 2 . 635 PL. 110 . 41 PF 2 .'2 115 119. 0 0 . 0 15 . 2 0. 0 3 . 7 120 FTG 4T PE -0 . 4 210 120 . 0 0 . 0 16 . 9 0 . 0 0 . 012 TL 178 . 41 PV Pipe: 49 -57 . 7 2 . 635 PL 83 . 75 PF, 1 . 8 116 119 . 0 0 . 0 15 . 3 0 . 0 3 . 4 1120 FTG 7E2T PE -0 . 4 212 120 . 0 0 . 0 16 . 7 0 . 0 0 . 010 TL 173 . 75 PV Pipe : 50 -29 . 3 2 . 635 PL 39,. 00 PF 0 . 2 212 120 . 0 0 . 0 16. 7 b . 0 1 . 7 120 FTG E2T PE 0 . 0 211 120 . 0 0 . 0 16. 9. 0 . 0 0 . 003 TL . 81 . 00 PV Pipe : 51 -28 . 4 2 . 635 PL 41 . 00 PF 0 . 2 R 212 120 . 0 0 . 0 16 . 7 0 . 0 1 . 7 120 FTG E2T PE 0 . 0 213 120 . 0 0 . 0 16 . 9 0 . 0 0 . 003 TL 83 . 00 PV Pipe : 52 -60 . 0 2 . 635 PL 110 . 41 PF 2 . 0 117 119 . 0 0 . 0 15 . 3 0 . 0 3 . 5 120 FTG 2E3T PE -0 . 4 214 120 . 0 0 _0 16 . 9 • 0 . 0 0 . 011 TL 177 . 41 PV Pipe : 53 -59 . 8 2 . 635 PL 110 . 41 PF ' 2 . 0 118 119 . 0 0. 0 15 . 4 0 . 0 3 . 5 120 FTG 2E3T PE =0 . 4 215 120 . 0 0 . 0 16 . 9 0 . 0 0 . 011 TL 177 . 41 PV Pipe: 54 -144 . 6 4 . 260 PL 12 . 00 PF 0 . 1 100 119 . 0 0. 0 12 . 4 -0 . 0 - 3 . 3 120 FTG ---- PE 0. 0 101 119 . 0 0 . 0 12 . 5 0 . 0 0 . 005 TL 12 . 00 PV Pipe: 55 -268 . 3 4 .260 PL 8 . 66 PF 0 . 1 101 - 119 . 0 0 . 0 12 . 5 0 . 0 6. 0 120 FTG ---.- PE . 0 . 0 103 - 119 . 0 0 . 0 12 . 6 0 . 0 0 . 017 TL 8 . 66 PV Pipe- 56 -393 . 4 4 . 260 PL 8 . 00 PF 0 . 3 103, 119 . 0 0 . 0 12 . 6 0 . 0 8 . 9 120 FTG ---- f PE 0 . 0 105 . 119 . 0 0. 0 .. 12 . 9 0 . 0 0 . 035 TL 8 . 00 PV' , Pipe: 57- -483 . 7 4 . 260 PL 8 . 00 PF 0 . 4 105 119 . 0.• 0 . 0 12 . 9 0 . 0 10 . 9 120 FTG ---- PE 0. 0 .107 119 . 0 0 . 0 -13 . 3 0 . 0 0 . 051 TL 8 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS - Page 8 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) ' . PIPE TAG , Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM.• NODES (FT) (K) (PSI) (GPM) FL/FT - . (PSI) Pipe : 58 -441 . 3 4 . 260 PL 8 . 00 PF 0 . 3 107 119 . 0 0 . 0 13 . 3 0 . 0 9 . 9 120 FTG' ---- PE 0 . 0 109 119 . 0 0. 0 13 . 6 0 . 0 0. 043 TL '8 . 00 PV Pipe: 59 420. 5 4 . 260 PL 8 . 83 PF 0 . 3 109 119 . 0 0 . 0 13 . 6 0 . 0 9 . 5 120 FTG ---- PE '.0 . 0 ill 119 . 0 0. 0 14 . 0 0 . 0 0 . 040 TL 8 . 83 - PV Pipe: 60 370 . 3 4 . 260 PL 13 . 83 PF, _0 . 4 ill 119 . 0 0 . 0 14 . 0 •- 0 .-0 8 . 3 120 FTG ---- PE 0 . 0 112 119 . 0 0 . 0 14 . 4 0 . 0 0. 031 TL 13 . 83 PV Pipe : 61 f-323 . 6 4 . 260 PL 13 . 83 PF 0 . 3 112 119 . 0 0 . 0 14 . 4 0 . 0 7.. 3 120 FTG ---- PE 0 . 0 113 119 . 0 0 . 0 14,. 8 0 . 0 0 . 024 TL 13 . 83 PV Pipe : 62 -282 . 6 4 . 260 PL 13 . 83 PF 0 . 3 113 119 . 0 0 . 0 '14 . 8 0 . 0 6. 4 120 FTG ---- PE' 0 . 0 114 119 . 0 0 . 0 15 . 0 0 . 0 0. 019 TL 13 . 83 PV Pipe : 63 240 . 3 ', 4'. 260 PL 10 . 00 PF 0 . 1 114 119 .10 0 . 0 15 . 0 0 . 0 5 . 4 120 •FTG . ---- PE 0 . 0 115 119 . 0 0 . 0 15 . 2 0 . 0 0 . 019 TL 10 . 00 PV` Pipe : 64 1.77 . 4 4 . 260 PL 14 . 91 PF 0 : 1 115 119 . 0 0 . 0 15 . 2 0 . 0 4 . 0 120 FTG --- PE 0 . 0 116 119 . 0 0 . 0 15 . 3 0 . 0 0*: 008 TL 14 . 91 PV.; ` Pipe : 65 -119 . 7 4 . 260 PL 13 .'00 PF 0 . 1 116 119 . 0 0 . 0 '15 . 3 0 . 0 2 . 7 120 FTG ---- PE 0 . 0 117 119 . 0 0 . 0 15 . 3 . 0'. 0 0 . 004 TL 13 . 00 PV Pipe: :66 -59 . 8 4 .'260 PL 10 . 00 PF 0 . 0 117 119 . 0 0. 0 15 . 3 0 . 0 1 . 3 120 FTG* ---- PE 0. 0' 118 119 . 0 0 . 0 15 . 4 .0 . 0 0 . 001 TL 10 . 00 PV Pipe: 67 -193 . 5 6. 357 PL 12 . 00 PF 0 . 0 200 120 . 0 0 . 0 14 . 5 0 ,0 2 . 0 120- FTG- ---- PE 0 :0 201 120 . 0 0 . 0 14 . 5- 0 . 0 0 . 001 TL 12 00 PV Pipe: 68 -366. 5. 6. 357 PL 8 . 66 PF 0 . 0 201 120 . 0 0 . 0 14 . 5 0. 0 3 . 7 120 FTG ---- PE 0. 0 . 202 1.20 . 0 0 . 0 14 . 5 0 . 0 0. 004 TL 8 . 66 PV Pipe: 69 -538 . 3 6. 357 PL 8 . 00 PF 0 . 1 . - 202 120 . 0 0 . 0 14 . 5 0 . 0 5 . 4 120 FTG ---- PE 0 . 0 203 120 . 0 0'. 0 - 14 . 6 0 . 0 0. 009 TL 8 . 00 PV SPRINKLER SYSTEM HYDRAULIC-ANALYSIS Page 9 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (,PSI) (GPM) FL/FT ( PSI) Pipe : 70 -688 . 1 6. 357 PL 11 . 00 PF 0 . 2 203 120 . 0 0 . 0 14 . 6 0 . 0 7 . 0 120 FTG ---- PE 0 . 0 204 120 . 0 0 . 0 14 . 8 0 . 0- 0 . 014 ` TL ` : 11•. 00 PV Pipe : 71 -751 . 3 6. 357 PL 13 . 83 PF 0 . 2 204 120 . 0 0 . 0 14 . 8 0 . 0 7 . 6 120 FTG ---- PE 0 . 0 205 120 . 0 0 . 0 15 . 0 . 0 . 0 0 . 016 TL 13 . 83 PV Pipe : 72 7801 . 4 6. 357 PL 13,. 83 PF 0 . 3 205 120 . 0 0 . 0 15 .0 0 . 0 8 . 1 12.0 FTG ---- PE 0 . 0 206 120 . 0 0. 0 15 . 3 0 . 0 0 . 019 TL 13 . 83 PV Pipe : 73 -848 . 1 6. 357 PL 13 . 83 PF 0 .-3 206 120 . 0 -0 . 0 15 . 3 0 . 0 8 . 6 120 FTG - -- PE 0 . 0 207 120 . 0 0 . 0 15 . 5 0 . 0 - 0 .021 TL 13 . 83 PV Pipe : 74. -889 . 2 ,6. 357 PL 9 . 83 PF ' 0 . 2 207 120 . 0 0 . 0 15. 5 0 . 0 .• 9 . 0 120 FTG ---- PE 0 . 0, 208 120 . 0 0 . Or 15 . 8 0 . 0 0 . 023 TL 9 . 83 PV Pipe : 75 931 . 5 6 . 357' PL 12 . 33 PF 1 . 2 208 120 . 0 0.. 0 15 . 8 0 . 0 '9 . 4 120 'FTG T PE 0 . 0 209 120 . 0 0 . 0 17`. 0 0 . 0 0 . 025 TL 50 . 33 PV Pipe : 76 240 . 3 6. 357 PL 1 . 66 PF 0 . 1 209 120 . 0 0 . 0 17 : 0 0 . 0 2 . 4 120 FTG T PE 0 . 0 210 120 . 0 0 . 0 16.19 0 . 0 0 . 002 TL 39 . 66 PV Pipe : 77. 1.77 . 4 6. 357 PL 10 . 00 � PF 0 . 0 210 120 . 0 0 . 0 16. 9' = 0 . 0 1 . 8 120 FTG ---- PE '0 . 0 211 120 . 0 0 . 0 '16. 9 0 . 0 0 . 001 TL 10 . 00 PV Pipe: 78 148 . 1 6. 357 PL 10 . 00 PF 0. 0 -211 120. 0 -0 . 0 16'. 9 0 . 0 1 . 5 120 FTG ---- PE` 0 . 0 213 120 . 0 0 . 0 16.9 ` 0 . 0 0 . 001 TL 10 . 00 . PV Pipe : 79 119. 7 6. 357 PL 8 . 00 PF 0 . 0 213 120 .0 '0 . 0 16. 9 0 . 0 1 . 2 120 FTG ---- - PE - 0 . 0 214 120 . 0 0 . 0 16. 9 0. 0 0 . 001- TL •8 . 00 PV Pipe : 80 • 59. 8 6: 357 PL 10 - PF 0 . 0 214 120 . 0 0 . 0 16. 9 0. 0 0 . 6 120 FTG ---- PE '" 0 . 0 215 120 . 0 0". 0 16. 9 0 . 0 0 . 000 TL 10 . 00 PV Pipe : 81 1.171 . 8 8 . 249 PL 27 . 66 PF` 1 . 0 209 120 . 0 0 . 0 17.�i.0 0 . 0 7 . 0 120 FTG 3E PE 0 . 5 TOR 118 . 9 0 . 0 18 . 4- 0 . 0 0 . 011 TL 90 . 66 PV Y 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1)j PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 82 1171 . 8 8 . 249 PL 17 . 41 PF 0 . 7 TOR 118 . 9 0 . 0 18 . 4 x 0 ..0 7. 0 120 FTG C PE 7 . 5 , BFO 101 . 5 0 . 0 26. 7 0 . 0 0'. 011 TL 70 . 41 PV ' Pipe : 83 FIXED PRESSURE LOSS DEVICE BFI 101 . 5 0 . 0 30 . 2 0 . 0 3 . 5 psi, 1171 .8 gpm . BFO 101 . 5 0 . 0 26. 7 0 . 0 Pipe: 84 1171 . 8 8 . 390 PL 175 . 00 PF 2 . 2 BFI 101 . 5 0 . 0 30. 2 0 . 0 6. 8 140 FTG 2ETG PE 2 . 8 UG1 95 . 0 0. 0 35 . 2 0 . 0 . 0 . 007 TL 303 . 00 PV Pipe : 85 71171'. 8 8 . 390 PL 20. 00 PF 0 . 1 .11 . UG1 95 . 0 0 . 0 35 . 2 0 . 0 '6. 8 140 FTG --- PE 0 . 0 UG2 95 . 0 H. S. 35 . 4 500 . 0 0 . 007 TL 20 . 00 PV Pipe : 86 167.1 . 8 8 . 390 PL 300 . 00 PF 5 5 . 2 UG2 95 . 0 H. S . 35 . 4 500 . 0 9 . 7 140 FTG TG PE -2 . 2 S 100 . 0 SRCE 38 . 4 (N/A) 0 . 014 TL 366.00- PV . NOTES (HASS) : ( 1) Calculations were performed by the HASS , 8, 5 computer program under license no. 27090385 granted by HRS Systems, ,Inc. 208 Southside Square Petersburg', TN, 37149 (931 )- 659-9760 (2) The system has been calculated •to provide an average' imbalance atEeach node of 0. 002 gpm and a.. maximum imbalance at any node of 0 :127 gpm. (3) ,.Total-pressure at each node is used in balancing the system. . Maximum water velocity is 11 . 4 ft%sec at pipe 6 . (4 ) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . g b SPRINKLER. SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS', MA (AREA •1) (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP' PAGE: B MATERIAL: S10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L r C B . G A` AD ., N Ell Tee LngEll ChkVlv • BfyVly GatVly AlmChk DPVly NPTee 2 . 635 8 . 00 17 . 00 6. 00 19. 00 10. 00 1 . 00 14 . 00 14 . 00 17 . 00 3 . 260 10 . 00 20 . 00 7 . 00 • 22 . 00 , 14 . 00 1 . 00 18 . 00 18.. 00 20 . 00 4 . 260 13 . 00 26 . 00 8 . 00 29 . 00 16. 00 . 3 . 00 26 . 00 26. 00 26. 00 6. 357 18 . 00 38 . 00 11 . 00 - 40 . 00 13 . 00 4 . 00 35 . 00 35 . 00 '38 . 00 8 . 249 21 . 00 41 . 00 15 . 00 • 53 . 00 14 . 00 5 . 00 37 . 06 37 . 06 41 . 00 > PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet ` (in) E T • L r C B G N Ell , Tee LngEll ChkVly BfyVly GatVly NPTee : 8 . 390 31 . 00 59 . 00 22 . 00. 76. 00 20 . 00 7,. 00 59: 00 ' C d o W y WATER SUPPLY ANALYSIS y 80. 0 Static: 70. 00 psi Resid: 55 . 00 psi Flow: 1244 . 0 gpm y H • LEGEND r • N 1 Available pressure n o 70 . 0 44.08 psi @ 1671.8 gpm . 3 G 2 Required pressure 38.37 psi @ 1671.8 gpm 60. 0 A. Source Supply Curve U ^ a B. System Demand Curve Z E. cn x . P _ S 40. 0 2 > �� S. ~ Cn x • y U Z K R t7 t7 L CTJ ;U E30. 0 > y C• ( s > p 20. 0 o z s > > 1 � K .10..0 g H 0. 0 cn N i O O rd -14 . T 400 600 . 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) (•Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) WATER SUPPLY CURVE 72+ P 66+ \\ 60+ \\\ I \\ I <-55 . 0 psi @ 1244 gpm 54+ Flow Test Point I P 48+ R I E s I 0 S 42+ , U I R I X E I 36+ P S r I 30+ e I 24+ + I - 18+ + _ _ _______________ 12+. LEGEND " I' X Required Water 'Supply " I. '. 38 . 37 -psi @ 1671 . 8 gpm " ' 6+ I 0 = "'Available Water Supply ' I 44 . 08 psi• .@ 1671 . 8 gpm " ----+-----+------.+--------+--------+-•--------+------------+ h SPRINKLER, SYSTEM HYDRAULIC ANALYSIS ' Page 14 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023001 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 1) 400 600 800 1000 1200 1400 1600 1800 . 2000 FLOW (GPM) F i Hydraulic Calc ulations Area 2 Cost Plus World Market Hyannis; MA 151023.06.000 January 8, 2016 4 � Code Consultants, Inc. 2043 Woodland Pkwy, Suite 300 St. Louis, MO 63146-4235 DATE: 01/07/16 \A QF M4 '- FIRE PROTECTION ss9� ENGINEER OF RECORD: WILLIAM B. yG WILLIAM B.SMITH,PE SMITH Lp LICENSE NO.50473 0FIRE PROTECTION CODE CONSULTANTS,INC. NO.50473 2043 WOODLAND PKWY,SUITE 300 ST.LOUIS,MO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY FSS/Q(�A NO.001000177 \ J/ i .. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D- NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS .- TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 70 . 0 55 . 0 1244 . 0 42,. 1741 . 0 37. 3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1741 . 0 GPM TOTAL HOSE STREAM ALLOWANCE AT. SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 500 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1241 . 0 GPM NODE ANALYSIS DATA NODE TAG, ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 120 . 8 - - 10 . 4 - - - 2 120 . 8 - - - - 10 . 7 - - - 3 120 . 8 - - - ,- 10 :9: - - - 4 120 . 8 - s 11 . 2 - - - 5 120. 8 - - 11 . 5 - - - 6 120. 8 - - - - 10 . 4 - - 7 120 . 8 - - - 10 . 7 8 120 . 8 - - - 11 . 1 - - 9 120 . 8 - - - - 11 . 4 - - 10 120 . 8 K=25 20 7 . 2 67 . 5 ; 11 120 . 8 K=25 . 20 7 . 0 66 . 7 12 120 . 8 K=25 . 20 7 . 0 66. 7 13 120 . 8 K1=25 . 20 7 . 1 67 . 3 14 120. 8 - - - 7'. 7. . 15 120 . 8 - - - - 9. 7 - - - 16 120. 8 ° - - - - 10 . 3 17 120 . 8 , K=25 . 20 7 . 3 68 . 2 18 120 . 8 K=25 . 20 7 ..3 68 . 0 19 120 . 8 K=25 . 20 7 . 3 68 . 0 20 120. 8 K=25 .20 7 . 5 69. 0 21 120. 8 - - - 8 . 2 _ - 22 120 . 8 - - - - 8 . 8. 23 120 . 8 • - - - - 9 . 6 - - - - 24 120 . 8 K=25 . 20 7 . 7 69 . 8 25 120 . 8 K=25 .20 7 . 3 67 . 9 26 120. 8 K=25 . 20 7 . 2 67 . 7 27 120. 8 K=25 . 20 7 . 8 70. 3 28 120 . 8 - h K=25 . 20 7 .3 68 . 1 i 29 120 . 8 K=25 :,20 - 7 . 2 67 . 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/7/2016 ' F: \DSGNDEPT\HAS_ SDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE, (FT) (PSI)., (GPM) � 30 120. 8 - - - - 7 . 4- - - 31 120 . 8 K=25 ..20 7 . 5' 69.. 0 32 120. 8 K=25 . 20 8 . 1.' , 71 . 9 33 120. 8 K=25 . 20 8 . 5 -73. 3 34 120 . 8 K=25 . 20 8 . 6 73 . 7 100 119. 0 - - - 9. 5 101 119 . 0 - - - - 9. 4i - - 102 120. 8 - - - - 7 . 5 - 103 119 . 0 - - - - 9. 4 - - - 104 120. 8 - - 7 . 6 - 105 119. 0 - - - - 9. 4 - - - 106 120 . 8 - - - - - 8 . 0 ' - f 107 119 . 0 - - - - 9. 4 - - 108 120. 8 - - 8 . 1 - - - 109 119 ,0 - - - - 9. 5 - - - 110 120 . 8 - 8 . 5 . - 111- 119.'0 k - - - 9 . 9 - - - 112 119 . 0 - - - 10 . 8 - - 113 119. 0 = - = - 11 . 9 - - - 114 119 . 0. - . - ll .'9 - - -. 115 119. 0 - - - - 12 . 1 - 116 119. 0 - - 12 . 3'i« - - - 117 119 . 0 - - - 12 . 4 - - - 118 119. 0 - -:'- - 12 . 4 - 200 120 . 0 - - - - 13 . 4 . ^ - - - 201 120 . 0 - - - 13 . 4 ' - - r- 202 120 . 0 - - 13 . 4 - - - 203 120. 0 - {-• - 13 . 5 - - - 204 120 . 0 - - -• 13 . 5 - - 205 120. 0 - - 13 . 7, - 206 120 . 0 - - - 13 . 9 - 207 120. 01 - - _ 14 . 1 - - - 208 120. 0. - - - 14 . 3 - 209 120.0 - - - - 15 . 5 - - 210 120.,0 - - - 15 . 4 . - - 211 120. 0 - - - 15 . 9 - - - 212 .; 120. 0 - - - 15 . 0 - - fl 213 120. 0 - - - 15 . 4 - 214 .. 120..0 - - 15 . 3 215 120. 0 15 . 3 - - TOR 118 . 9 - - - - 17 . 1 - BFO 101 . 5 - = - - 25 . 4 BFI 101 . 5 - - - - 28 . 4 - - 7 UG1 95 A - - - - 33. 7 - - - �. UG2 95 . 0 HOSE STREAM 33 . 9 500 . 0 S 100. 0. SOURCE 37 . 3 1741 0 SPRINKLER, SYSTEM HYDRAULIC ANALYSIS - Page 3 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH= PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) •.HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT . (PSI) Pipe: 1 -88 . 5 2 . 635 • PL 11 . 85' PF 1 . 8 100 119. 0 0 . 0 9 . 5 0 . 0 5 . 2 120 FTG 4E2T PE -0. 8 1 120 . 8 0. 0 10 . 4 010 0. 023 TL 77 . 85 PV Pipe: 2 -88 . 5 2 . 635 PL 9. 18 PF 0 . 2 1 120. 8 0. 0 10 . 4 0 *0 5 . 2 120 FTG ' ---- PE 0. 0 2 120 . 8 0 . 0 10 . 7 0.. 0 0. 023 TL 9 . 18 PV Pipe: 3 -88 . 5 2 . 635 PL 1�1 . 50 PF 0. 3 2 120 . 8 0 . 0 10 . 7 0,. 0 5 . 2 120 FTG ---- PE 0. 0 3 120 . 8 0 . 0 10 . 9 0 . 0 0 . 023 TL 11 . 50 PV Pipe : 4 -88 . 5 2 . 635 PL 13 . 50 ' PF 0. 3 3 120 . 8 0 . 0 10. 9 0 . 0 5 . 2 120 FTG ---- PE 0 . 0 4 120 . 8 0 . 0 11 . 2 0 . 0 0 . 023 TL 13 . 50 PV Pipe: 5 =88 : 5 2 :6351PL- 13 . 50 PF �0 . 3 4 120 . 8 0 . 0 11 . 2 ' 0 . 0 5 . 2 120 FTG ---- PE 0. 0 ` 5 120 . 8 0 . 0 •11 . 5 0 . 0 0 . 023 TL 13 . 50 PV , Pipe : 6 -88 . 5 2 . 635 PL 31 . 75 PF 1 . 5 5 120 . 8 0 . 0 1-1 . 5, 0 . 0' 5 . 2 120 FTG 2T PE 0 . 4 200 120 .0 '0 . 0 13 . 4 00.' 0 . 023 TL 65 . 75 PV Pipe: 7 -92 . 6 2-. 635 PL 37 . 16 PF 1 .'8 101 119. 0 0 . 0 9 . 4 0 .,0 '5 . 4 120 -FTG 2T' , PE -0. 8 6 120 . 8 0 . 0 10 . 4 04 0 . 025 TL 71 . 16 PV Pipe: 8 -92 . 6 2 . 635 PL ' 13 . 50 PF 0 . 3 6 120 . 8 0. 0 101. 4 0.0 5 . 4 120 FTG ---- PE 0. 0 7 120. 8 0 . 0 10'•.7 0 . 0 0 . 025 TL 13 . 50 PV' Pipe : 9 -92 . 6 2 . 635 PL 13 . 50 PF •0 .'3 7 120 . 8 0 . 0 10 . 7 0 . 0 5. 4 120 FTG , ----' PE 0. 0 8 120. 8 0 . 0 11 . 1. 0 . 0 0 . 025 TL 13 . 50 PV - i Pipe: 10 -92 . 6 2.. 635 PL 13 . 50 PF 0' 3 8 120 . 8 0 . 0 11 . 1 0 . 0 5 . 4 120 FTG ---- PE 0 . 0 9 120 . 8 '0 . 0 ll-. 4 0 . 0 0. 025 TL 13 . 50 PV i Pipe: 11 -92 . 6 2 . 635 PL 31 . 75 PF 1. 6' i 9 _ 120. 8 0. 0 11 . 4 0 . 0 5 . 4 120 FTG 2T PE 0..4 , 201 120 . 0 0 . 0 13 . 4 0 . 0 0 . 025 TL 65 . 75 PV SPRINKLER SYSTEM' HYDRAULIC ANALYSIS Page 4 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) PIPE TAG Q(GPM) DIA(IN) . LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL.(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -67 . 5 2 . 635 PL 4 . 58 PF 0 . 3 10 120 . 8 25 . 2 7 . 2 67 . 5 4 . 0 ', 120 FTG : T. PE 0 . 0 102 120. 8 0 . 0 7 . 5 0 . 0 0 . 014 TL J 21 . 58 PV , Pipe : 13 -145. 1 2 . 635 PL 1 . 83 PF 1 . 1 102 120. 8 0. 0 7 . 5 0 . 0 8 . 5 '120 FTG T PE 0 . 8 103 119 . 0 0 . 0 9 . 4 0 . 0 '0 . 057 TL 18 . 83 PV Pipe : 14 77 . 5 2 . 635 PL 9 . 41 PF 0 . 5 102 120. 8 0. 0 7 . 5 0 . 0. 4.. 6 120 FTG T PE 0 . 0 11 120. 8 25 . 2 7 . 0 66. 7 0'. 018 TL 26. 41 PV Pipe: 15 10. 8 2 . 635 PL 14. 00 PF 0. 0 11 120 . 8 25 . 2 7 . 0 66 . 7 0. 6 120 FTG ---- PE 0 . 0 12 120. 8 25 . 2 7 . 0 66. 7 •0 . 000 TL; 14 . 00 PV Pipe: 16 755 . 8 2 . 635 PL 14 . 00 PF 0 . 1 12 120 . 8 25 . 2 7 . 0. 66 . 7 3 . 3 120 FTG --- PE '.. 0 . 0 13 120. 8 25 . 2 7 . 1 67 . 3 0. 010 TL 14 . 00 PV Pipe : 17 -123 . 2 2 . 635 PL 14 . 00 PF • 0 . 6 13 120 . 8 25 . 2 7 . 1 67 . 3 7 . 2 120 FTG ---- PE 0 . 0 14 120 . 8' .0. 0 7 . 7" -�0 . 0 0 . 042 TL 14 . 00 PV Pipe : 18 -123. 2 2 . 635 PL 13 . 75 PF 1 . 9" 14 120 . 8 0 . 0 7 . 7 0 . 0 7 . 2 120 FTG 4E PE 0 . 0 15 120 . 8 0. 0 9 . 7 , - 0 . 0 0 . 042 TL 45 . 75 PV Pipe: 19 -123 . 2 2 . 635 PL 14 . 00 PF 0 . 6 15 120 . 8 0. 0 9 . 7 '0 . 0 7 . 2 120 FTG ---- PE 0. 0 16 120 . 8 0 . 0 10 . 3 '0 . 0 0 . 042 TL 14 . 00 PV Pipe: 20 -123 . 2 2 . 635 PLf 32 . 41 PF 2 . 8 16 120 . 8 0. 0 10 . 3 -0 . 0 7 . 2 120 FTG .2T PE 0 . 4 202 120 . 0 0 . 0 13 . 4 0 . 0 0 . 042 TL 66. 41 PV_ Pipe: 21 - -68 . 2 2 . 635 PL 4 . 58 PF 0 . 3 17 120 . 8 25 . 2 7 . 3 68-. 2 4 . 0 120 FTG T PE 0 . 0 F 104 120 . 8 0 . 0 7 . 6 0 . 0 0 . 014 TLe 21 . 58 PV 'Pipe : 22 -133 . 7 2 . 635 PL 1 . 83 PF 0. 9 104 ., . 120. 8 0. 0 7 . 6 0 . 0 7 . 9 120 FTG T PE 0. 8 a 105 119. 0 0 . 0 9. 4 0 . 0 0. 049 TL 18 . 83 PV ' Pipe: 23 65 . 5 2 . 635 PL 9 . 41 PF 0. 3 104 • 120 . 8, 0 . 0 7 . 6 0 . 0 3 . 9 120 FTG T PE 0. 0 18 120'.8 25 '2 7 . 3 68 . 0 0. 013 TL 26. 41 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . RT DISC.,• VEL (FPS) HW (C) (FT) . SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -2 . 5 2 . 635 PL 14'. 00 PF 0 . 0 18 120 . 8 25 . 2 7 . 3 68 . 0 0 . 1 120 FTG ---- PE 0. 0 19 120 . 8 25 . 2 7 . 3 68 . 0. 0,.'000 TL .14 . 00 PV Pipe: 25 70 . 5` 2-. 635 PL 14 . 00 PF 0. 2 19 120 . 8 25 . 2 7 . 3 68 . 0 4 . 1 120 FTG ---- PE 0. 0 20 120 . 8 25 . 2 7 . 5 69. 0- 0 . 015 TL 14 . 00 PV Pipe: 26 -139. 4 _ 2 .'635� PL 14 ..00` PF '0 .7 20 120 . 8 25 . 2 7 . 5 69 . 0 8 . 2 120 FTG --- PE 0 . 0 21 120 . 8 0. 0 8 . 2 0 . 0 �0 . 053 TL 14 . 00 PV Pipe: 27 -139 . 4 2 . 635 PL 10 .' 75 PF• 0 . 6 21 120 . 8 0 . 0 8 . 2-. , 0 . 0 8 . 2 - 120 FTG ---- PE 0 . 0 22 120 . 8 0 . 0 8 . 8 0 . 0 0 .053 TL 10 . 75 PV Pipe : 28 -139 . 4 2 . 635 PL 14 . 00 PF 6 ..7 22 120 . 8 0 . 0 8 . 8 0 . 0 . 8 . 2 120 FTG --- PE 0 . 0 23 120 . 8' 0 . 0 9 . 6 0 . 0 , 0 . 053 TL 14 ..00 PV P Pipe: 29 . 139 . 4 2 . 635 PL 32 . 41 PF 3 .15 23 120 . 8 . 0 . 0 9 . 6 0 . 0 8 . 2 120 FTG 2T PE 0 . 4 203 120 . 0 0 . 0 13 . 5 0 . 0 0 . 053 TL 66 . 41 PV Pipe : 30 -69 .8 2 . 635 PL 9 . 58 PF 0 . 3• 24 120 . 8 25 . 2 7 . 7 69. 8 4 . 1 120 FTG T PE ' 0 . 0 106 120 . 8 0 . 0 8 . 0 0 . 0 0 . 015 TL 21 . 58 PV Pipe : 31 -168 . 1 3 . 260 PL 1 . 83 PF. 0 . 6 106 120 . 8 0 . 0 8 .0 0 . 0 6. 5 120 FTG T PE 0 . 8 ` 107 119 . 0 0. 0 9 . 4 0 . 0 0 .�027 TL. 21 . 83 PV Pipe: 32 98 . 2 2 . 635 PL 9. 41 PF _ 0 . 7 , - 106 120 . 8 --0 . 0, 8 . 0 . `0 . 0 '5 . 8 120 FTG T PE 25 120 . 8 25 . 2 7 . 3 67 . 9 0. 028 TL 26. 41 PV Pipe % 33 30 . 3 2'. 635 PL 14 . 00 PF 0. 0 25 120 . 8 25 . 2 7 . 3 67 . 9 1. 8 120 FTG ---- PE 0 . 0 26 120 . 8 25 . 2 7 . 2 67 . 7 0. 003 TL 14:00 PV Pipe: 33A ' -37 . 4 2 . 635 PL 8 . 00 ' PF 0. 2 26 120 . 8 -25 . 2 7 . 2 67 . 7 2 . 2 120 FTG ET PE 0. 0 30 120 . 8 0 . 0 7 . 4 0. 0 0 . 005 TL 33. 00 PV Pipe : 34 70 . 3 2 . 635 PL' 4 . 58 PF 0 . 3 1'27 120 . 8 25: 2 7 . 8 70 . 3 4 : 1 1�20 FTG T PE. 0.•0 108 120 . 8 0 . 0 8 . 1 0 . 0 0 .015 TL 21 . 58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Page 6 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. - VEL (FPS) HW (C) (FT) , SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 35 -173 . 1 3 .260 PL 1 . 83 PF 0. 6 ' 108 120 . 8 0 . 0 8 . 1 0 . 0 6. 7 120 FTG T PE ' 0 . 8 109 119 . 0 0 . 0 9 . 5 0 . 0 0 . 028 TL 21. 83 PV Pipe: 36 102 . 9 2 . 635 PL 9 . 41 PF 0 . 8 108 120 . 8 0 . 0 8 . 1 0 . 0 6. 1 -. 120 FTG T PE , 0 . 0 28 120. 8 25 . 2 7 . 3 68 . 1 0 . 030 TL 26. 41 PV Pipe: 37 34 . 8 2 . 635 PL 14 . 00 PF 0 . 1 . 28 120 . 8 25 . 2 7 . 3 68 . 1 2 . 0 120 FTG ----- PE 0. 0 29 120 . 8 25 . 2 7 . 2 '67 . 8 6. 004 TL 14 . 00 PV Pipe: 38 . -33 . 0 . 2 . 635 PL 9 . 83, PF 0 . 1. 29 120 . 8 25 . 2 '7 . 2 67 . 8 1 . 9 120 FTG ET PE . 0 . 0' . 30 120 . 8 0 . 0 7 . 4 0 . 0- 0 . 004 TL 34 . 83 PV Pipe : 39 -70 . 4 2 . 635 PL 9 . 16 PF 0 .-1 30 120. 8 0 . 0 7 . 4 0 . 0 4 . l 120 FTG ----. PE 0 . 0 31 120. 8 25 . 2 7 . 5 69 . 0 0 . 015 TL 9 . 16 PV Pipe: 40 -139 . 5 2 . 635 PL 72 . 16 PF 5 . 7 31 120 . 8 25 . 2 7 . 5 69 . 0 8 . 2 120 FTG ' 2T PE' 0 . 4 204 120 . 0 0 . 0 13'. 5 0 . 0 0 . 053 TL 106. 16 PV Pipe : 41 - `-71 . 9 2 . 635 PL 7 . 83 PF 0 . 4 32 120 . 8 25 . 2 . 8 . 1 71 . 9 4 . 2 . 120 FTG T PE '0 :0 110 120 . 8 0 . 0 8 . 5 " 0'. 0 0 . 016 TL 24 . 83 PV t " Pipe : 42 - -101 . 4 2 .,635 PL 1 . 83 PF 0 . 6 110 120 . 8 0. 0 8 . 5 0 . 0 6. 0 120 FTG T PE 0. 8 111 119 . 0 0 . 0 . 9 . 9 0 . 0 0 . 030 TL 18 . 83 PV Pipe: 43 29. 5 2 . 635 PL 6. 08 PF 0 . 1 110 120 . 8 0 . 0 - 8 . 5 0 . 0 • 1. 7 120 FTG T ' PE 0 . 0 33 120 . 8 25 . 2 8 . 5 73 . 3 0 . 003 TL., 23 . 08 PV Pipe: 44 -43 . 8 2 . 635 PL. 14 . 00 PF 0 . 1 33 120. 8, 25 . 2 8 . 5 73 . 3 2 . 6 120 FTG --- PE 0 . 0 34 120 . 8 2.52 8 . 6 73 . 7 0 . 006 TL 14 . 00 PV ` Pipe: 44A -117 . 5 2 . 635 PL 88 . 41 PF 4 . 8 34 120 . 8 25 . 2 8 . 6 73 . 7 6. 9 120 FTG 2T PE 0. 4 205 120 . 0 0 . 0 13 . 7 0 . 0 0 . 039 TL 122 . 41 PV .' Pipe : 45 -81 . 8 2 . 635 PL 110. 41 PF„ 3 . 5 112 119. 0 0 . 0 10. 8 0 . 0 4 . 8 120 FTG 4T PE. ,-0 . 4 206 120 . 0 0 . 0 13 . 9 f 0-. 0. 0 . 020 TL- 178 . 41 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 46 -69. 0 2 . 635 PL 117 . 41 PF-'' 3 . 1 113 119 . 0 0 . 0 11 . 4 0 . 0 4 . 1 120 FTG 4E4T PE -0 . 4 207 120 . 0 0 . 0 14 . 1 0 . 0 0 .014 TL 217 . 41 PV Pipe : 47 -69. 1 2 . 635 PL 114 . 00 PF 2 . 9 114 119. 0 0. 0 11 . 9 0 . 0 4 . 1 120 FTG 2E4T PE -0 . 4 208 120 . 0 0. 0 14 . 3 0 . 0• 0. 015 TL 198 .00 PV Pipe: 48 L83 . 9 2 . 635 PL 1.10 .•41 PF 3 . 7 115 119 . 0 0. 0 12 . 1 0 . 0 4 . 9 • 120 -FTG 4T PE -0 . 4 210 120 . 0 0 . 0 15 . 4 0. 0 0. 021 TL 178 . 41 PV Pipe : 49 -76. 9 2 ,63.5 PL 83 . 75 PF 3 . 1 116 119 . 0 0 . 0 12 . 3 0 . 0 4 . 5 120 FTG - 7E2T PE - -0 . 4 212 120 . 0 •0. 0 15 . 0 0. 0 0 . 018 TL 173 . 75 PV F Pipe: 50 -39 . 1 2 . 635 PL 39 . 00 PF 0 . 4 212 120 . 0 0 . 0 15 . 0 0 . 0 2 . 3 120 FTG E2T PE 0 . 0 211 120 . 0 . 0. 0. l5 . 4 (' 0 . 0 . 0 . 005 TL, 81 . 00 PV Pipe: 51 -37 . 8 - 2 . 635 PL 41 . 00 PF 0 . 4 212 120 . 0 0 . 0 15 . 0 0 . 0 2 . 2 120 FTG E2T PE 0 . 0 213 120 . 0 0 . 0 15 . 4 0 . 0 0. 005 TL 83 . 00 PV Pipe : 52 -80 . 0 2635 PL 110 . 41 PF 3 . 4 117 119 . 0 0. 0. 12 .4 0 . 0 4 :.7 120 FTG " 2E3T PE -0 . 4 214 120 . 0 0 . 0 15 .3 0 . 0 0. 019 TL 177 . 41 PV Pipe : 53 -;79. 7 2 . 635 PL 110 . 41 PFd 3 . 4 . 118 119 : 0_ 0 . 0 12 . 4 0 . 0 -4 . 7 120 FTG 2E3T PE -0 . 4 215 120 . 0 ` 0. 0 15 . 3' 0 . 0 0 . 019 TL' 177 . 41 PVC Pipe: 54 88 . 5 4.. 260 PL 12,. 00 PF 0 . 0 100 119. 0 0. 0 9.'5, 0 . 0 2 . 0 120 FTG ---- PE 0. 0 101 119. 0 0. 0 9. 4 0 . 0 0 . 002 TL 12 . 00 PV Pipe: -55 181 . 1 4 . 260 PL 8 . 66 PF 0 . 1 101 119 . 0 0 . 0 9 . 4 0 . 0 4 . 1 120 FTG ---- PE 0. 0 103 119 . 0 0 . 0 9 . 4 0. 0 0. 008 TL 8 . 66 PV Pipe: 56 36. 0 4 . 260 PL 8 . 00 PF 0 . 0 103 119 . 0 0. 0 9..4 0. 0 0 . 8 .120 FTG ---- PE' 0. 0 105 119. 0 0. 0 9-. 4. 0 . 0 0. 000 TL 8 . 00 PV Pipe : 57,. -97 . 7 4 .260 PL 8 . 00 PF,',;.. 0. 0 105 119 . 0 0 . 0 9. 4 0. 0 2 . 2 120 FTG - PE 0. 0 107 119 . 0 0. 0 9 . 4 0 . 0 0. 003 TL 8 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) . PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) � . - (FT) , SUM. NODES (FT) (K) (PSI) (GPM) . FL/FT . (PSI) Pipe : 58 -265 . 8 '4 . 260 PL 8 . 00 PF 0 . 1 107 119 . 0 0 . 0 9. 4 0 . 0 . 6. 0 120 FTG ---- PE 0 . 0 ' 109 119 . 0 0 . 0 9 . 5 0 . 0 0 . 017 TL 8 . 00 PV Pipe: 59 -438 . 9 4 . 260 PL 8 . 83 PF 0 . 4 109 119. 0 0. 0 9 . 5 0 . 0 . 9 . 9 '120 FTG ---- PE 0 . 0 ill 119 . 0 0. 0 9 . 9 0 . 0 0 . 043 TL 8 . 83 PV Pipe : 60 -540 . 3 4 . 260 PL 13 . 83 PF , 0 . 9 ill 119 . 0 0. 0 91. 9 0. 0 12 . 2 120 FTG ---- PE 0. 0 112 119. 0 0. 0 10 . 8 '0 . 0 0 . 063 TL 13 . 83 PV Pipe: 61 458 . 5 4 . 260 PL 13 .83 PF .0 . 6 112 119 . 0 0 . 0 10 . 8 0 . 0 10 . 3 120 FTG ' ---- • PE 0 . 0 113 119 .'0 0•. 0 11'..4 .`e. 0 . 0 ' 0'. 046 TL 13 . 83 ' PV Pipe : 62 -389 . 6 . 4 . 260 PL 13 . 83 PF 0. 5 113 119 . 0 0 . 0 11. 4 0,: 0 8 . 8 ' "120` FTG ----r ° PE 0 . 0 , ` 114 119. 0 0 . 0 11 .9 0 . 0 0 . 034 TL 13 . 83 ' PV Piper 63 -320 . 5 4 . 260 PL 10 . 00 PF '0 2 114 119... 0 6. 0 11 . 9 0 . 0 7 . 2 120 FTG ---- PE 0-: 0 115 119 .-0 0 . 0 12 . 1 ' 0 . 0 - 0 . 024 TL 10 . 00 PV Pipe : '64 " 236. 6 4 . 260 PL 1�4 . 91 PF 0 . 2 115 119 . 0 0 ..0 12 . 1 0 . 0 5 . 3 120 FTG --- PE 0 . 0 116 119 .0 - 0 .,0 12 . 3. 0 . 0 .0 . 014 TL 14 . 91_ PV Pipe : 65 -159 . 7 4 . 260 PL 13 . 00 PF 0 . 1_ 116 119 . 0 0 . 0 12 : 3 0 . 0 3 . 6 . 120 FTG ---- PE �0 . 0 117 119 . 0 0 .=0 . 12_: 4 '0 . 0 0 . 007 TL 13 . 00 " PV Pipe: 66 -79. 7 4 . 260 PL 10. 00 PF •0. 0 117 119 . 0 0 . 0 12'. 4 0 . 0 1 . 8 120 FTG ---- PE 0. 0 118 119 . 0 . 0 . 0 12 . 4 - 0 . 0 0 . 002 -TL 10 . 00 PV Pipe: , 67 -88 . 5 6. 357 PL 12 . 00= -PF. 0. 0 a 200 '` 126. 0' A 0 . 0 13 .4 6 . 0 • 0. 9 120 FTG ---- . •PE 0. 0 201 120 . 0 0 . 0 13 . 4 0 . 0 0 . 000 TL 12 . 00 PV Pipe: 68 -181 . 1 6.357+ PL 8 . 66 PF 0. 0 201 120. 0 0 . 0 13 . 4 0 . 0 1 . 8 120 FTG ---- PE 0. 0 202 120 . 0 0 . 0,- 13 . 4 0. 0 0 . 001 ,.TL 8 . 66 PV " Pipe :. 69 -304 .2 6. 35.7 PL 8 . 00 PF 0..0 202 120 . 0 0 . 0 13. 4 0. 0 • 3 . 1 120 FTG ---- PE 0. 0 •203 120 . 0 0,. 0 13 . 5 0 . 0 0 . 003 TL 8 . 00 PV-n f SPRINKLER SYSTEM-HYDRAULIC ANALYSIS Page 9 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF ' JOB TITLE: CPWM / HYANNIS, MA (AREA 2) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL'(FPS), HW (C) (FT) SUM: NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 70 -443 . 7 6. 357 PL 11 . 00 PF 0 . 1 203 120 . 0 0. 0 13 . 5 0 . 0 '4•. 5 120 'FTG ---- PE 0 . 0 204 120 . 0 0 . 0 13 . 5 0 . 0 0 . 006 TL 11 . 00 PV Pipe: 71 -583 . 1 6. 357 PL 13'. 83 PF 40. 1 204 120 . 0 0. 0 13. 5 0 . 0 5 . 9 • • 120 FTG --- PE 0 . 0 205 120 . 0 0 . 0 13 . 7 0 . 0 - 0. 010 TL 13 . 83 �PV Pipe: 72 -700. 7 6. 357 PL 13 . 83- PF 0. 2 ' 205 120. 0 0 . 0 13 . 7 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 206 120 . 0 0. 0 13. 9 0 . 0 0 . 014 TL 13 . 83 PV Pipe: 73 -782 . 5 6. 357 PL 13 . 83 PF 0 . 2 206 120 . 0 0-. 0 13 . 9 0 . 0 7 . 9 120 FTG ---- PE 0 . 0 207 120 . 0 0. 0 14 . 1 0. 0 0 . 018 TL 13 . 83 aPV Pipe: 74 851 . 4 6. 357 PL 9 . 83, PF 0 . 2 207 120 . 0 0 . 0 14 . 1 0. 0 8 . 6 120 FTG --- PE 0 . 0 208 120 . 0 0.0 14 . 3 . 0 . 0 0 . 021 TL _ 9_ 83 PV Piper 75 -920 . 5 6. 357 PL- 12 . 33 PF 1 . 2 208 120 . 0 0 . 0 14 . 3 0 . 0 9. 3 120 FTG T PE 0 . 0 209 120 . 0 0. 0 15 . 5 0 . 0 0 . 024 TL 50 . 33 PV Pipe :, 76 _ 320r. 5 6. 357 PL 1 .66 PF e 0 . 1 209 120 . 0 . 0 . 0 15 . 5 0 . 0 3 . 2 120 FTG T. PE 0 . 0 210 120 . 0 . 0 . 0 15 . 4 0 . 0 0 . 003 TL 39 . 66 PV Pipe: 77 236 . 6 6.. 357 PL 10 . 00 PF 0 . 0 210 120 . 0 0. 0 15 . 4 0 :0 '2 . 4 120 FTG --- PE 0 . 0 211 120 . 0 0. 0 15 . 4 0. 0 0 . 002 TL 10 . 00 PV a Pipe: 78 197 . 5 6. 357 PL 10-: 00 PF . 0. 0 211 120 . 0 0.0 15. 4 0 . 0 2 . 0 120 FTG ---- PE 0. 0 213 120 . 0, 0. 0 15 . 41 0. 0 0 . 001 TL 10 . 00 PV Pipe: 79 159 . 7 -6. 357 PL 8 . 00 PF 0. 0 213 120 . 0 0. 0 15 . 4 0. 0 1 . 6 120 FTG -- PE 0 . 0 214 120 . 0 0'. 0 15 . 3 0 . 0 0. 001 TL 8 . 60 PV Piper 80 79. 7 6. 357 PL ' 10. 00 PF 0 . 0 214 120. 0 0. 0 15 . 3 0 . 01 0. 8 120 FTG ---- PE 0. 0 215 120 . 0 0 . 0 '15 . 3 0. 0 0 . 000 TL 10. 00 PV �. Pipe : 81 -1241 . 0 r 8 . 249 PL 27 . 66 PF 1 . 1 209 120. 0 0 . 0 15 . 5 0. 0 7 . 5 120 FTG 3E PE 0.5 TOR 118 . 9 0. 0 17 . 1w _+ 0 . 0� 0 . 012 TL 90 . 66. PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS,. MA (AREA 2). PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 82 -1241 . 0 8 . 249 PL 17 . 41 PF 0 . 8 TOR 118 . 9 0 . 0 17 . 1 0 . 0 7 . 5 120 FTG C PE 7 . 5 BFO 101 . 5 0 . 0 25 . 4 0. 0 0 : 012 TL 70 . 41 PV Pipe: 83 FIXED PRESSURE LOSS DEVICE BFI 101 . 5 0 . 0 28 . 4 0. 0 3 . 0 psi, 1241 . 0 gpm BFO 101 . 5 0 . 0 25 . 4 0 . 0 Pipe: 84 -1241 . 0 8 . 390 PL 175 . 00 PF 2 . 5 BFI 101 . 5 0 . 0 28 . 4 0 . 0 7 . 2 140aFTG 2ETG PE 2 . 8 UG1 95 . 0 0 . 0 33 . 7 0. 0 0 . 008 TL 303 . 00 PV. Pipe: 85 -1241 . 0 8 . 390 PL 20 . 00 PF 0. 2' UG1 95 . 0 0 . 0 3 3 :7 0 . 0 7 . 2 140 , FTG ---- PE 0 . 0 UG2 95 . 0 H. S. 33 . 9 500 . 0 0 . 008 TL 20 . 00 PV Pipe: 86 -1741 . 0 8 . 390 PL 300 . 00 PF 5 . 6 UG2 95 . 0 H. S . 33 . 9 500 . 0 10 . 1 140 FTG TG PE -2 . 2 S 100 . 0 SRCE 37 . 31 (N/A) 0 . 015 TL 366. 00 PV NOTES (HASS) (1) Calculations were performed by the HASS 8 . 5 computer program under license no. 27090385 granted by HRS Systems, Inc. 208 Southside Square ' Petersburg, TN 37144 (931) 659-9760 (2) The system has been .Calculate'd to provide an, average imbalance at each node., of 0 . 001 gpm and a maximum imbalance at any node of 0 . 098 gpm. (3) Total pressure at each. node is used in balancing the system. Maximum water velocity is 12 . 2 ft/sec at pipe 60 . (4 ) Items listed in bold print on the cover sheet ' are automatically transferred from the calculation. report.- .. SPRINKLER 'SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: B MATERIAL: S10 HWC: 120 .. Diameter Equivalent Fitting Lengths in Feet , (in) E T L = C B G A3 D `• N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2 . 635 8 . 00 17 . 00 6. 00 19 . 00 10. 00 . 1 . 00 14 . 00 14 . 00 17 . 00 3 . 260 10 . 00 20 . 00 7 . 00 22 . 00 14 . 00 1 . 00 18 . 00 18 . 00 20. 00 4 . 260 13 . 00 . 26. 00 8 . 00 29. 00 16. 00 3 . 00 26 . 00 26 . 00 26:00 6. 357 18 . 00 38 . 00 11 . 00 40 . 00 13 . 00 ' 4 . 00 35 . 00 35 . 00 38 . 00 8 . 249 21 . 00 41 . 00. 15 . 00 53 . 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8 . 390 31 . 00 59 . 00 22 . 00 76 . 00 20 . 00 ,7 . 00 , 59 . 00 a SPRINKLER- SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA (AREA 2) O 0 O / N L1 O O > > / a � / O q v o o U U z p / u , o N w N N Q N / - CD ,4-1 a co 3 - .V) TS m U p Q ol u o. 7 N / v W .r-1 O n N W W N U •r-I > N v r- ! W cn � � ar, � ai N v f). F' O 0 O p / O �-I Ln O 4-4 Ln / ,-r N w_ v / 1 a U) .H v U) / O cz o / c7 0 z CD / 5 - o o ? r` / 0 J a w U v ro . p 4 to O � N �J a U) w .0 3 V) O v O O i o c 4J v r • • 0a O O O O O O O O O O O t O O O O O O O O �> 2) o [-I a, cz w. U) U) D a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA -(AREA 2) WATER SUPPLY CURVE 72+ 66+ \\ 60+ \\\ I * <-55 . 0 psi @ 1244 gpm 54+ Flow TestkPoint I _ • I P 48+ R E I f s S 42+ 0 ^ U 36+ P I. ` s I 30+ I , I 24+ 18+ V I 12+ LEGEND ' I X = Required Water Supply I 37 . 26 psi @ 1741 . 0 gpm " 6+ 0 = Available Water Supply I 42 . 06 �psi @ 1741 . 0 gpm ' I 0++-+---+----+-----+------+-------.+'------'-------------+-=---------+ SPRINKLER SYSTEM HYDRAULIC ANALYSIS PAge 14 DATE: 1/7/2016 F: \DSGNDEPT\HASSDATA\ENGLISH\151023002 . SDF JOB TITLE: CPWM / HYANNIS, MA1 :'(AREA 2) 9 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) r 4 R � r ^ k s r w COMcheck Software Versioln 4.0.2.1 Interior Lighting Compliance. Certificate Project Information Energy Code: 2012 IECC ^ Project Title: Cost Plus Wold Market Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 6211 Yannough Road (Route 132) BED BATH& BEYOND CASCO Hyannis, MA 650 Liberty Ave 10877 Watson Road Union, NJ 07083 St. Louis, MO 63127 908-688-0888 314-821-1100 Allowed Interior Lighting Power A B C` D Area Category Floor Area Allowed Allowed Watts (ft2) Wafts/ft2 (B X C) 1-Retail Store(Retail:Sales area) 16085 . 1 :60 25736 2-Pre-sales(Warehouse:Medium/bulky material) 2972 0.60 1783 3-Offices(Common Space Types:Office-Enclosed) 745 1 .10 820 4-Electrical Room(Common Space Types-Electrical/mechanical) 217 1 .10 239 Total Allowed Watts= ' 28577 Proposed Interior Lighting Power A B C D_ ' E Fixture ID; Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail Store(Retail:Sales area 16085 sq.ft.) Linear Fluorescent 1:Al6:16'Strip:48"T8 32W:Electronic 4 110 145 15950 Linear Fluorescent 2:Al2:12'Strip:48"T8 32W:Electronics 3 7 113 791 Linear Fluorescent 3:A8:8'Strip:48"T8 32W:Electronic: 2 11 77 847 Linear Fluorescent 4:A4:4'Strip:48"T8 32W:Electronic: 1 9 38 342 Track lighting 1:X2:Track Head: Wattage based on circuit breaker capacity(10 amps x 120 ,0 0 1200 1200 volts) Pre-sales(Warehouse:Medium/bulky material 2972 sq.ft.) Linear Fluorescent 5:BR-4:High Bay:48"T8 32W:.Electronic: 4 1: 145 145 Linear Fluorescent 6:BR-5:High Bay:48"T8 32W:Electronic: 5 5 216 1080 Incandescent 1:Y:Dock Light:Incandescent 100W: 1 _ 1 100 100 Offices(Common Space Types:Office-Enclosed 745 sq.ft.) Linear Fluorescent 7:D/D1:2'x4'Laay-in;48"T8 32W:Electronic: 2• 12 48 -576. Linear Fluorescent 8:DM:2'x4'Laay-in:48"T8 32W:Electronic: 4 _ 9 93 837 Electrical Room(Common Space Types:Electrical/mechanical 217 sgfta- Linear Fluorescent 9:A8:8'Strip:48"T8 32W:Electronic 2 1 77 `77 Linear Fluorescent 10:B8:8'Strip:48"T8 32W:Electronic: 2 1 48: : 48 Nt Total Proposed Watts 21993 Project Title: Cost Plus Wold Market ' Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\energy\CPWM_715108 LTG.cck Page 1 of 7 , d Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting' systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Cost Plus Wold Market Report date: O1/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\energy\CPWM_715108'LTG.cck Page 2 of. 7 6 COM,check Software Version 4.0.2.1 Inspection Checklist Energy Coder 2012 .IECC Requirements: 0.0.% were addressed directly in the COMcheck software . Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized.in a separate table, a:reference to that table is provided. Section, ss Plan C Review ompl�eS� �Comments/Assumptio'ns C103.2 Plans,specifications,and/or ❑Complies (PR4]1 calculations provide all information ❑Does Not :with which compliance can be determined for the interior lighting ❑Not Observable:. and electrical systems,and equipment:❑Not Applicable ; and document where exceptions to ;the standard are claimed.Information , provided should include interior 3 lighting power calculations,wattage of; bulbs and ballasts,transformers and 3 control devices. . Additional Comments/Assumptions: F . Nt 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3='Low Impact(Tier 3) Project Title: Cost Plus Wold Market Report date:-01/05/16 Data.filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\energy\CPWM 715108 LTG.cck Page 3 of 7 section 3 �'_ ;' # ."- Rough In Electrical Inspection Comphes� Comments/Assumpti h &Re" ID C405 2 2 ,Automatic controls to shut off all :❑Complies I building lighting installed in all ❑Does.Not [EL221z buildings. ;❑Not Observable; f ❑Not Applicable C405 2 1 FIndependent lighting controls installed ;❑Complies 1 ?per approved lighting plans and all ❑Does Not [EL23]z manual controls readily accessible and:❑Not Observable', ;visible to occupants. j ❑Not Applicable C405.2:1. ,Lighting controls installed to uniformly;❑Complies 2 reduce the lighting.load by at least ❑Does.Not ; [EL15]1 50%. ❑Not Observable; ❑Not Applicable C405 2 2. Daylight zones provided With ❑Complies 3' ; individual controls that control the ❑Does Not [EL16]z lights independent,of general area Not Observable' 51i9 htin 9 ❑❑Not Applicable C405 2 3 „Sleeping units have at least one ;❑Complies [EL17] 5 master switch at the main entry door ❑Does Not that controls wired luminaires and Y, iswitched receptacles. ❑Not Observable' ❑Not Applicable ; C405.2.2. ;Occupancy`sensors installed in ;❑Complies 2 required spaces. - ❑Does Not [EL1811 ❑Not Observable ❑Not Applicable C405.2.2. ;Primary sidelighted areas are ;❑Complies 3 :equipped with-required lighting ❑Does Not 3 [EL2011 ;controls. 3 ❑Not Observable; hot Applicable C405.2.2. ;Enclosed spaces with daylight area ❑Complies 3 sunder skylights and rooftop monitors ❑Does Not . [EL2111 ;are equipped with required lighting controls. ;❑Not Observable; ❑Not Applicable j C405.2.3 ;Separate lighting control devices for ❑Complies [EL4]1 :specific uses installed per approved ❑Does Not ;lighting plans. []Not Observable' ❑Not Applicable 3 G405 3 , '!Fluorescent luminaires with odd ❑Complies [EL19]34 numbered lamp configurations that ❑Does Not ;are within.10 feet center to center(if t ;recess mounted)or are within 1 foot ❑Not Observable,_. ledge to edge(if pendant or surface. ❑Not Applicable mounted)shall be tandem wired. C405.4 Exit signs do not exceed,5 watts per :[]Complies [EL6]1 :face. °❑Does Not ❑Not Observable, ❑Not Applicable C405.2.3 ;Additional interior lighting power ❑Complies [EL811 allowed for special functions per the _`❑Does Not ;approved lighting plans and is ;automatically controlled and [-]Not Observable; separated from general lighting. ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: Cost Plus Wold Market Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis MA CPWM 715108\CDs\Calcs\energy\CPWM_715108 LTG.cck. Page 4 of 7 1 High Impact(Tier 1) Medium Impact(Tier 2) ffl cow Impact(Tier 3) Project Title: Cost Plus Wold Market Report date: 01/05/16 . Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\energy\CPWM_715108 LTG.cck. Page .n 5.of. 7 Section4 ry # x Finallnspect�on Complies Comments/Assumptions _ & Re 'ID �....' < G408 2.5" Furnished as-built drawings for ❑Complies T= electric power systems within 30 days ❑Does Not [FI16]3 'of system acceptance. ❑Not Observable,' ", ❑Not Applicable C303 3 Furnished O&M instructions for ❑Complies C408 2 5' systems and equipment to the ❑Does Not 21 building owner or designated [F117]3 ;representative. ❑Not Observable ❑Not Applicable C405.5.2 ;Interior installed lamp and fixture ❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting . plans, demonstrating proposed watts ❑Not Observable: ;are less than or equal to allowed ❑Not Applicable watts. ; C408.3 ;Lighting systems have been tested.to ❑Complies [FI33]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. []Not Observable; ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies [FI34]1 lighting system,or on-site supply of ❑Does Not renewable energy consistent with what is shown the approved plans. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: II . 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3.. Low Impact(Tier 3) Project Title: Cost Plus Wold Market Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\energy\CPWM_715108-LTG.cck Page 6 of 7 .. a .. .. .. Project Title: "Cost Plus Wold Market Report date: 01/05/16 Data filename:. K:\BBB\Projects\Hyannis; MA CPWM 715108\CDs\Calcs\energy\CPWM_715108 LTG.cck Page,' 7 of. 7 COMcheck Software Version 4.0.2.1', Mechanical Compliance Certificate Project Information t Energy Code: 2012 IECC s r Project Title: Cost Plus World Market-Hyannis, MA Location: Hyannis,Massachusetts Climate Zone: 5a a " Project Type: Alteration Construction Site: Owner/Agent: P Designer/Contractor: 621 lyannough Road(Route 132) Cost Plus World Market CASCO ' Hyannis, MA 650 Liberty Ave = 10877 Watson Rd Union, NJ 07083 , St. Louis,-MO 63127 314 821 1100 Mechanical Systems List `" a Quantity System Type&Description ; 3 HVAC System 1,2&4(Single Zone): Heating:3 each-Central Furnace,Gas,Capacity=480 kBtu/h + Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:3 each-Single Package DX Unit,Capacity=209 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=10.80 EER' ," k Fan System: FAN SYSTEM 1,2,4--Compliance(Motor nameplate HP method):Passes Fans: 4 = FAN 1 Supply,Constant Volume,7000 CFM,5.0 motor nameplate hp 1 HVAC System 3(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity 480 kBtu/h ' Proposed Efficiency=80.06%Et,Required Efficiency=80.00%Et ' Cooling: 1 each-Single Package DX Unit,Capacity 182 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=10.80 EER Fan System: FAN SYSTEM 3=-Compliance(Motor nameplate HP method):Passes Fans: ... ` FAN 2 Supply,Constant Volume,6000 CFM,5.0 motor nameplate hp 1 HVAC System 5(Single Zone): } ° Heating: 1 each-Central Furnace,Gas,'Capacity=150 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=63 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=.17.00 SEER,Required Efficiency=13.00 SEER ; Fan System: FAN SYSTEM 5--,,Compliance(Motor nameplate HP method):Passes Fans: i. ._ FAN 3 Supply,Constant Volume,2000 CFM,_1.0 motor nameplate hp' '1 Water Heater 1: Electric Storage.Water Heater,Capacity:,15 gallons No minimum efficiency requirement applies F Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 1 of 10 ComCheck.cck Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.1 and to comply with the mandatory requirements listed in the Inspection Checklist. / Margaret Eimer-Mechanical Designer �` e YO;-e" Name-Title SignaWre Date Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 2 of 10 ComCheck.cck Mr ~ . M h CO c eck Software Version 4.0.2.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 98.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section X # _Plan Review Complies? Comments/Assumptions; - & Re .ID : s: C103.2 'Plans, specifications, and/or ClComplies ;Requirement will be met. [PR2]1 calculations provide all information :❑Does Not with which compliance can be determined for the mechanical ❑Not Observable :systems and equipment and ❑Not Applicable ;document where exceptions to the .standard are claimed. Load calculations per acceptable ;engineering standards and handbooks. C103.2 Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR3]1 :calculations provide all information :❑Does Not with which compliance can be determined for the service water ❑Not Observable heating systems and equipment and Not Applicable document where exceptions to the . .standard are claimed. Hot water ` I system sized per manufacturer's ;sizing guide. Additional Comments/Assumptions: n 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 3 of 10 ComCheck.cck Section # Footing_/-Foundation Inspection Complies? Comments/Assumptions &Re .ID C403.2.4. Freeze protection and snow/ice ;❑Complies ;Exception: Requirement does not apply. 51 melting system sensors for future :❑Does Not [FO9]3connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1.2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 4 of 10 ComCheck.cck Section #_ plumbing Rough-in Inspection Complies? Comments/Assumptions 4. & Reo.ID C404.3' ;Temperature controls installed on ;❑Complies :Requirement will be meta [P1_5]3 ;service water heating systems(110 F :❑Does Not ;for dwelling units and lavatories in public restrooms and 90 F for other ❑Not Observable ;occupancies.) j❑Not Applicable ; C404s2 ;Heat traps installed on non-circulating ;❑Complies :Requirement will be met. [PL4]3 !storage water tanks. ;❑Does Not '❑Not Observable; ❑Not Applicable + Additional Comments/Assumptions: r III + ^ S 1 o 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 5 of 10 ComCheck.cck Section _. - # Mechanical Rough-In Inspection Complies? Comments/Assumptions C403.2.3 HVAC equipment efficiency verified. :❑Complies See the Mechanical Systems list for values. [ME55]; ;❑Does Not ;❑Not Observable ❑Not Applicable C403.2.5. ;Demand control ventilation provided ;❑Complies ;Exception: Requirement does not apply. 1 !for spaces>500 sq.ft. and >25 ;❑Does Not [ME59]1 ;people/1000 sq.ft. occupant density and served by systems with air side ;❑Not Observable economizer, auto modulating outside ❑Not Applicable ;air damper control, or design airflow ; >3,000 cfm. C403.2.1 HVAC ducts and plenums insulated. ;❑Complies ;Exception: Requirement does not apply. [ME60]2 Where ducts or plenums are installed :❑Does Not in or under a slab, verification may need to occur during Foundation ;❑Not Observable Inspection. ;❑Not Applicable C4012.8. II Piping Insulation exposed to weather ;❑Complies ;Requirement will be met. 1 i is protected from damage (due to sun,T❑Does Not [ME7]3 moisture, wind, etc.). f :[]Not Observable: g ;❑Not Applicable C403.2.8 Thermally ineffective panel surfaces of;❑Complies ;Exception: Requirement does not apply. [ME41]3 sensible heating panels have ;❑Does Not insulation >= R-3.5. ;❑Not Observable: ❑Not Applicable C403:2.7 Ducts and plenums sealed based on ;❑Complies ;Requirement will be met. ME static pressure and location. UDoes Not ;❑Not Observable! ❑Not Applicable C403.2.7. ;Ductwork operating >3 in.water ;❑Complies ;Exception: Requirement does not apply. 1.3 2 column requires air leakage testing. :❑Does Not [ME11]3 ; ❑Not Observable ❑Not Applicable C403:2.7. ;Ductwork operating >3 in.water ;❑Complies ;Exception: Requirement does not apply. 1.3 !column requires air leakage testing. :❑Does Not [ME11]3 ❑Not Observable: } ;❑Not Applicable C403.2.7. ;Ductwork operating >3 in. water ;❑Complies ;Exception: Requirement does not,apply. 1.3 column requires air leakage testing. :❑Does Not [ME11]3 ; i :❑Not Observable: :,[]Not Applicable C403.3.1, ;Air economizers provided where ;❑Complies ;,Requirement will be met. C403.3.1. required, meet the requirements for :❑Does Not 1 ;design capacity, control signal, [ME62]1 !ventilation controls, high-limit shut-off,;❑Not Observable integrated economizer control, and ;❑Not Applicable provide a means to relieve excess outside air during operation. C403.3.1, ;Air economizers provided where ;❑Complies ;Requirement will be met. C403.3.1. required, meet the requirements for :❑Does Not 1 design capacity, control signal, [ME62]1 ;ventilation controls, high-limit shut-off,;❑Not Observable integrated economizer control, and �01\lot Applicable provide a means to relieve excess ; outside air during operation. 1 JHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 6 of 10 ComCheck.cck section # Mechanical Rough-In Inspection; Complies?; Comments/Assumptions _ &Req:ID C403.3.1, I Air economizers provided where ;❑Complies :Requirement will be met.. C403.3.1. !'required, meet the requirements for ❑Does Not 1 ;design capacity, control signal, [ME62]1 ;ventilation controls, high-limit shut-off,;❑Not Observable) R f integrated economizer control,and :❑Not Applicable provide a means to relieve excess ; .outside air during operation. - C408,2.2. Air outlets and zone terminal devices ;❑Complies ;Requirement will be met. 1 have means for air balancing. :❑Does Not [ME53]3 ;❑Not Observable; 1 :[]Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ElComplies ;Exception:'Requirement does not apply. [ME66]2 by variable speed drive, have a vane- :,❑Does Not axial fan with variable pitch blades, or have controls to limit fan motor .❑Not Observable demand. ;❑Not Applicable ; C403.4.2 VAV fan motors >=7.5 hp to be driven;❑Complies ;Exception: Requirement does not apply. . [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or have controls to limit fan motor ❑Not Observable: - demand. ;❑Not Applicable C403:4.2 VAV fan motors >=7.5 hp to be driven;❑Complies ;Exception: Requirement does not apply. [ME66]2 by variable speed drive, have a vane- :❑Does Not axial fan with variable pitch blades, or have controls to limit fan motor ❑Not Observable demand. ;❑Not Applicable C403.4.2 :VAV fan motors>=7.5 hp to be driven;❑Complies`' ;Exception: Requirement does not apply. , [ME6612 by variable speed drive, have a vane- :,❑Does Not - axial fan with variable pitch blades, or ; " have controls to limit fan motor :[-]Not Observable demand. ❑Not Applicable a C403.2.6 ;Exhaust air energy recovery on I❑Complies [ME57]1 :systems meeting Table C403.2.6 ElDoes Not ' i ;❑Not Observable ❑Not Applicable C403.2.11 Unenclosed spaces that are heated ;❑Complies ;Exception: Requirement does not apply. [ME71]2 use only radiant heat. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • '. ', 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 7 of 10 ComCheck.cck Section # Final Inspection Complies? Comments/Assumptions &,Re .ID. ._ C403.2.4, Heating and cooling to each zone is ;❑Complies ;Exception: Perimeter systems with one control for each 1 J controlled by a thermostat control. ❑Does Not :exposure and with the thermostat located within the zones [F141]3 ]Minimum one humidity control device ' �served. f per installed .❑Not Observable; {humidification/dehumidification ;❑Not Applicable I system. C403.2.4. 1 Heating and cooling to each zone is ;❑Complies :,Exception, Perimeter systems with one control for each 1 !controlled by a thermostat control. UDoes Not :exposure and with the thermostat located within the zones [17I47]3 (Minimum one humidity control device ;❑Not Observable:served. per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. J Heating and cooling to each zone is ;❑Complies ;Exception: Perimeter systems with one control for each 1` 1 controlled by a thermostat control. ;❑Does Not :exposure and with the thermostat located within the zones [FI47]3 Minimum one humidity control device :served. per installed :.[]Not Observable humidification/dehumidification ;❑Not Applicable }system. C4012.4: ,Thermostatic controls have a 5 °F ;❑Complies ;Requirement will be met. 2 �deadband. ;❑Does Not j [F138]3 i ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ;❑Complies :Requirement will be met. 2 overlap restrictions. ;❑Does Not [F120]3 ;[:]Not Observable ❑Not Applicable I C403.2.4. J Each zone equipped with setback ;❑Complies ;Requirement will be met. 3 controls using automatic time clock or :❑Does Not [F139]3 programmable control system. ;❑Not Observable; ❑Not Applicable C403.2.4. !Automatic Controls: Setback to 55°F ;❑Complies :Requirement will be met. 3, (heat)and 85°F (cool); 7-day clock, 2- ❑Does Not [F[40]3 hour occupant override, 10-hour :,❑Not Observable i backup ❑Not Applicable C403.2.4. ;Systems include optimum start UComplies ;Exception: Requirement does not apply. 3.3 controls. ,❑Does Not [F141]3 Z❑Not Observable ❑Not Applicable C403.2.41: Systems include optimum start ;❑Complies ;Exception: Requirement does not apply. 3.3 i controls. !❑Does Not [FI41]3 i ;❑Not Observable ❑Not Applicable C403.2.4. Systems include optimum start ;❑Complies :Exception: Requirement does not apply. 3.3 controls. :❑Does Not [F141]3 J ;❑Not Observable; ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings 7EIComplies ;Requirement will be met. 1 jsubmitted within 90 days of system ;❑Does Not [FI7]3 acceptance. ❑Not Observable; ❑Not Applicable C303.3,- `Furnished O&M manuals for HVAC ;❑Complies ;Requirement will be met. C4m:2.5. systems within 90 days of system ;❑Does Not 3 acceptance. [F18]3" :[-]Not Observable; ] ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 8 of 10 ComCheck.cck Section - j , 4 ._ # Final Ins ection _ ° Com"lies p p Comments/Assumptions. & Re .IDS„ � C408.2.5. I An air and/or hydronic system ;❑Complies ;Requirement will be meta 3 balancing report is provided for HVAC :❑Does Not [F143]1 ;systems. ❑Not Observable; ❑Not Applicable C408.2.3. HVAC control systems have been ;❑Complies ;Requirement will be met. 2 .tested to ensure proper operation, ;❑Does Not [FI10]1 calibration and adjustment of controls.:❑Not Observable', ❑Not Applicable C404.3 ;Public lavatory faucet water ;❑Complies ;Requirement will be met. [FI11]3 'temperature<=110'F. ;❑Does Not JI I❑Not Observable ❑Not Applicable C404.5 First 8 ft of outlet piping is insulated ;❑Complies :Requirement will be met. ' [FI451? :❑Does Not 1 ;❑Not Observable:. ❑Not Applicable . C403.2.2 s HVAC systems and equipment ;❑Complies ;Requirement will be met. [FI27]3 capacity.does not exceed calculated :❑Does Not loads. 4 '❑Not Observable ❑Not Applicable C408.2.1 ',Commissioning plan developed by ;❑Complies ;Requirement will be met. [FI28]1 "registered design professional or :❑Does Not approved agency. ❑Not Observable: ❑Not Applicable C408.2.4 I Preliminary commissioning report ;❑Complies :Requirement will be met. [FI29]1 "completed and certified by registered :❑Does Not ;design professional or approved ° ;agency. :❑Not Observable: r ❑Not Applicable C408.2.5. Final commissioning report due to ;❑Complies ;Requirement will be met. 4 building owner within 90 days of ;❑Does Not [F130]1 ;receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies :Requirement will be met. 1 .ensure proper operation. :❑Does Not F131 1 [ ] i ;❑Not Observable; ❑Not Applicable C408.2.3. Economizers have been tested to ;❑Complies ;Requirement will be met. 3 ensure proper operation. ;❑Does Not [FI32]1 : I •;❑Not Observable; ❑Not Applicable C406 ;Efficient HVAC performance,efficient ;❑Complies d [FI34]1 lighting system, or on-site supply of :,❑Does Not renewable energy consistent with ; ;what is shown the approved plans. , ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 9 of 10 ComCheck.cck t 1 Project Title: Cost Plus World Market-Hyannis, MA Report date: 01/05/16 Data filename: K:\BBB\Projects\Hyannis, MA CPWM 715108\CDs\Calcs\Mechanical\CPWM Hyannis, MA- Page 10 of 10 ComCheck.cck PROJECT NAME:-4 � ADDRESS: '/ T �� PERMIT# &,5 PERMIT DATE: Q M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY: TOWN OF BARNSTABLE . ` 30 DAY TEMPORARY CERTIFICATE OF OCCUPANCY I� PARCEL ID 311 004 GEOBASE ID 22999 ADDRESS 621 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP I LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY f PERMIT 61823 DESCRIPTION 30 DAY TEMP.C/w BED BATH&BEYOND PERMIT TYPE BTCOO TITLE. TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: anid Environmental Services TOTAL FEES: BOND $.00 THE 1h. •CONSTRUCTION COSTS $.00 756 CERTIFICATE OF' OCCUPANCY 1 PRIVATE. .'*�P� * BARNSTABLE, • MASS. 1639. A�O� ED M1r►l � BUILDING DI°VISION BY DATE ISSUED •06/14/2002 EXPIRATION DATE 07/14/2002 I TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 311. 004 GEOBASE ID 22999 ADDRESS 621 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP — LOT BLOCK LOT SIZE--- _ DBA DEVELOPMENT DISTRICT HY PERMIT TYPE BC003 DESCRIPTION CERTIFICATE OFTOCCUPANCYD CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 per THE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE �+ )Pr * iARN31'ABLE. + 9 1 A1�� ED Mp►l I BUILDING DIVISION BY � --- DATE ISSUED 06/14/2002 EXPIRATION DATE -' — -- A, Law Office of Singer & Singer, LLC 26 Upper County Road P.O. Box 67 Myer R.Singer Dennisport,Massachusetts 02639 Andrew L.Singer Tel:(508)398-2221 Jennifer L.Thyng Fax: (508)398-1568 July 15, 2002 Via Hand Delivery Mr. Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 'Re: Certificate of Zoning;621 Iyanough Road and 31 Nightingale Lane",;Hyann s I Dear Tom: As we discussed enclosed is an original and a copy of a Certificate of Zoning regarding the recent redevelopment of the above-referenced property. If acceptable, I would appreciate your completing the Certificate. If you have any questions or if the document requires any revisions or additions,please let me know. Thank you for your assistance in this matter. Very truly yours, t Andrew L. Singer ALS/a Enclosure Loan No. To: American Memorial Life Insurance Company c/o Fortis Asset Management One Chase Manhattan Plaza New York,New York 10005 Date: July 15, 2002 CERTIFICATION.OF"ZONING Re: Land and improvements owned by Sailfish Partners Limited Partnership,a Massachusetts limited partnership, and Hugh M. Beckett, Trustee of B&R Nominee Trust dated April 24, 1997, as tenants in common ["Owner"], located at 621 Iyanough Road and 31 Nightingale Lane, Hyannis, Barnstable County, Massachusetts ["Property"], which Property is described on Exhibit A attached hereto and made a part hereof. Dear Sir or Madam: I am the duly appointed and incumbent Building Commissioner of the Town of Barnstable, Barnstable County, Massachusetts ["Jurisdiction"], and I am responsible for the .enforcement of the zoning ordinance of the Jurisdiction ["Zoning Ordinance"] and otherwise have knowledge of the facts required to give this certification. I am familiar with the Property described above. Based upon my review of the Zoning Ordinance and all other resolutions, variances, conditions and records applicable to the Property, I hereby certify the following: 1. Zoning District. The Property, except for a triangular portion in the southerly section, is located in.the Highway/Business (HB) Zoning District.. The triangular portion is located in the Business (B) Zoning District under the Zoning Ordinance. The Property is also located in the GP Groundwater Protection District. The Property is not located in any other special districts, such as historical districts. Attached hereto is a true copy of the Zoning Ordinance relating to the zoning and use of the Property and all conditions attached to such zoning and to the development of the Property. The Property is in compliance with the Zoning Ordinance or required Special Permits and Variances have been granted. 2. Use Restrictions. The Property is nonconforming. Required Special Permits and Variances have been granted for the current use of the'Property. . 1 3. Dimensional Requirements. The Property is nonconforming. Required Special. Permits and Variances have been granted for the current improvements at the Property. 4. Parking Requirements. The Property is nonconforming. Required Special Permits and Variances have been granted for the current improvements at the Property. 5. Screening and Landscaping Requirements. The Property is nonconforming. Required Special Permits and Variances have been granted for the current improvements at the Property. 6. Sign Requirements: The Property is in compliance with all sign requirements, including height of signs, size of signage, signage setback requirements and any other signage restrictions. 7. Access. One of the access driveways to the Property is from a publicly dedicated and accepted right of way, and all driveways from the Property onto such Town right of way are either in compliance with all applicable driveway ordinances and regulations or required Special Permits and Variances have been granted for the current access to the Property, and all other permits, if any, required in connection therewith have been issued. 8. Certificate of Occupancy. A final,permanent and unconditional Certificate of Occupancy was'duly issued for the Property, a copy of which is attached hereto. 9. No Violations. There are no existing violations with respect to the Property of the Zoning Ordinance or any other applicable laws, ordinances,.rules, regulations and codes, including, but not limited to,building codes, fire codes, environmental codes and safety codes. 10. Subdivision Requirements. The Property consists of two pre-existing nonconforming lots created by Approval Not Required Plans.. Name: Thomas Perry Title: Building Commissioner,. Town of Barnstable. [ATTACH SURVEY OR LEGAL DESCRIPTION AS EXHIBIT."A"] 2 i I EXHIBIT A Property Description Two certain parcels of land as follows: PARCEL ONE: A certain parcel of land,together with the buildings thereon, located in Barnstable,Barnstable County, Massachusetts, and being more particularly bounded and described as follows: ON THE NORTH by Iyanough Road(Route 132), as shown on a plan hereinafter mentioned,1"55.41 feet; thence ON THE EAST by land now or formerly of Gertrude L. and Roy W.Nightingale, as shown on said plan, 423.14 feet; thence ON THE SOUTH by Parcel A, as shown on said plan, 141.22 feet; and ON THE WEST by land now or formerly of Daniel J.Fern, as shown on said plan,465.80 feet. Said parcel is shown as"Angel Motel on a plan entitled"Plan of Land in Hyannis,Barnstable,Mass. for Agnes C. Cassidy dated May 27, 1970,by Charles N. Savery,Inc." and recorded with the Barnstable County Registry of Deeds in Plan Book 238,Page 3. Together with the benefit of rights over Parcel A,Plan Book 238,Page 3, as set forth in a deed dated June 24, 1970 and recorded with the Barnstable County Registry of Deeds in Book 1476, Page 616. PARCEL TWO: A certain parcel of land,together with buildings and improvements thereon, situated on Nightingale Lane, Village of Hyannis,Town and County of Barnstable,Massachusetts,bounded and described as follows: NORTHERLY by land now or formerly of Winthrop K. Wilbur, Jr., seventy-nine and 16/100 (79.16) feet; EASTERLY by Nightingale Lane; a total distance of one hundred fifty-six and 66/100 (156.66)feet; SOUTHERLY by land now or formerly of Corp.Bros.,Inc.;eighty-one and 86/100 (81..86)feet; and WESTERLY by land now or formerly of Edward F. Mastrangelo, one hundred sixty-one and 52/100 (161.52)feet. Together with an appurtenant right of way over Nightingale Lane as shown on plans recorded with the Barnstable County Registry of Deeds to be used in'common with others who are now or who may hereafter be entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable including cars and trucks. 3 i- N11A NEWBURY DESIGN ASSOEIATES SITE OBSERVATION REPORT DISTRIBU !Fj;DPROJEC ond'ad(Route`132)9 v Architect: �� Newbury Design Associates, Inc. J. Onorato,AIA File Owner: Bed Bath& Beyond 650 Liberty Avenue Union, NJ 07083 J. Purcell S. Cantor,AIA Building Department: j� Town.of Barnstable Building Dept. 200-Main Street Hyannis'MA 02601� T.-Perry- ., General Contractor: .. RAS Builders,+;, 100 Ledgewood Place, Suite 304.. Rockland, MA 02370.' J.Sunderland S.Armstrong Civil Engineer: Coastal Engineering Co., Inc. 260 Cranberry Highway/Route 6A Orleans, MA 02653 D. Michniewicz, P.E. Structural Engineer: �. Amolins Structural Consultants 1200 Providence Highway Sharon, MA 02067 P.Amolins, P.E., Mechanical Engineer: Griffith&Vary, Inc. 12 Kendrick Road Wareham, MA 02571 J.Ziobro, C.I.P.E. Electrical Engineer: Engineering Advantage, Inc. 2 Park Street Dorchester, MA 02122 L. Farrer, P.E. 29 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781 .237.8791 F r N A NEWBURY DESIGN ASSOCIATES SITE OBSERVATION REPORT PROJECT: Bed Bath & Beyond (Shell Building) Hyannis, MA FIELD REPORT NO:05 ARCHITECT: Newbury Design Associates, Inc. NDA PROJECT NO. 01149 DATE: 04/23/02 TIME: 8:15 am WEATHER: Cloudy/Breezy TEMP RANGE: 401 PRESENT AT SITE: S. Armstrong/RAS J. Onorato/Newbury Design Associates WORE( IN PROGRESS/OBSERVATIONS: 5.01 Masonry work continuing. Front wall; B-line complete, left side wall constructed up to approximately 20', veneer masonry and studwork not yet erected at loading dock area, rear wall, E-line constrcuted up to approximately 20' ,E..3 -line-between 4 to 5 lines constructed 2', in progress, 5-line constructed to. 12 ', in progress. 5.02 It was observed that the ground face accent block on the masonry piers along 5-line have not been installed. This item was discussed with the project superintendent and the masonry foreman. 5.03 No access was available to the roof, however, the project superintendent reports that the roof membrane and insulation has been installed with the exception of the perimeter, awaiting completion of the masonry and perimeter deck plate. HVAC unit curbs, roof hatch and roof drains installed and flashed. Gas piping and rail at roof hatch not yet installed. 5.04 Project superintendent reports.that the roof mounted equipment screen has been deleted from the project. 5.05 Discussed perimeter deck plate detail with the project superintendent and the steel erector. 5.06 Site curbing has been partially installed, incomplete. Project superintendent reports that gas service has been brought into the site but not yet tied into the building. No additional sitework appears to have been conducted since last report. 5.07 Structural steel installation essentially complete. Masonry clip angles yet to be installed pending completion of masonry. 5.08 Interior metal stud framing and MEP work in progress. (These items should be reviewed by the interior architect). 5.09 The next site visit is scheduled for May 7, 2002. ACTION REQUIRED/ITEMS TO VERIFY: None this report. - N 11 A NEWBURY DESIGN ASSOCIATES ACTION ITEMS OUTSTANDING: 1.10 Contractor to coordinate transfer of builder's license on both building permits with the building department. 2.10 All inspection reports conducted to date to be submitted to the building dept. 3.02 Structural steel installed to date has received one inspection. Some fabrication issues have been identified and need to be addressed by the fabricator. Report and resolutions to be submitted to the structural engineer for comment. 4.04 . Poured in place block insulation is being used on this project in lieu of pressure injected foam. Awaiting manufacturer's material data information from the contractor for submittal to the building department. ATTACHMENTS: None this report. REPORT BY: ®RQn�or�ato, DATE: 04/26/02 JoseAIA °FtMME r Town of Barnstable °� Regulatory Services * B"NSMBLE, Mass. g Thomas F.Geiler,Director �ATfn 39. Building Division Peter F.DiMatteo, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY r , Construction Supervisor License # eS OS j�4( , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# ��y , issued to (property address) 422j TYhy,ioun-K Rt7 .on 4 ► , 200�- The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOLDER AT q/forms/newcontrb rev:122801 NEWHUHY 11BIGN ViS111.1`ATES TRANSMITTAL Date: May 2, 2002 Project: BB & B/Hyannis Firm: Town of Barnstable Building Dept 200 Main Street Project No.: 01149 11 Hyannis, MA 02601 Attention: Tom Perry We transmit via: Mail 7 X Overnight _Fax Total pgs.sen / Hand Delivered Fax Number: For your: Review&Comment Approval Use X Information The following: X Submittal Originals Prints Specifications Copy of letter Samples Copies Description 1 Masonry Insulation Submittal Remarks: ...... ......... ......... ......... ................................................ ......... ..... ......... ......... ......... . ........ Tom: ......... ............... ......... .. ......... ...... ......... ....... .......... ........ ......... ......... ......... ......... ......... ......... ......... Sorry for the delay in forwarding this information to you, but it was just received. As I'm sure you recall, this material is the replacement for the pressure injected foam that was proposed for use ........ ........... on this project. The enclosed is the material that was actually used. ............................................. ... .. ........ ......... ......... ......... ......... ........................................... .............. ......... .. ....... ......... ........................................ Please give me a call if you have any questions. . ... .... ........... ................. ................................ .......................................................... . Signed: Joe Onorato Copy to: File 29 WASHINGTON STREET,WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F MOY-01-2002 15:34 RAS BUILDERS INC ?81 261 9923 P.03i07 FROM MPP! ELO BROS. CONSTRUCTION PHONE NU, t>W y�H real !►Pr, .SK �ame- 0 ra 03;1VQ2 auk 18:,0 H-1 �P BLOC FIL. INC. 1AAaoNmy ms-�xhmft SPMJAW2'T9 PA,%i9K a,PORTLAxn.OT 084SO M&PHONt'M%,342-Mg FAX(090)342.0644 Maw Bmtb=C*r*muc:dm 14ol*Mrtmoudt bdA 0274) p.E s MW,BA,TR&BEY 0MD.HYAWM,NSA ]kr Sir: jib is to oorti€r tud aA:BZA)C Fn'tAiRglim are ktrly FWammd. Tba pxlmia ice- paw wall covemp at the time of iwtaltaiion. Ou mws wm talm ate t1-groper=Dud of rnatsdd to be Uso<4 MA tsgWpoy tm the wiN dL=izg insal10tioos to insL=cOmpiCk coycW' BLOC IqL' INC, vet lost apy SUW;vd pmbie�ft areas at MW dwe dmirg the lid of the buWing This tCS1in OQWLb of&Uft VT MIN m the horUoaW tI11Dnw jam mul p the wall£at TIC Rig 8 yWbl=15M *=Id=tO*-Or O=tM&bml& $1WOM&Tv8 Tbm wilt be provided at ea tie apoiaUy bucluding fafte reWV36= BLOC Fi.L,INC,wM provide an u*ated thamml so=o£U'butatadmprovWed tbol the jab ins timlyatato ibe refl4bemM of one. is £u11. cmVlcW jmA without am" Tit otly golwm is #hat Ott bswla6m psnondnmee bs tft' a Andy and Arepe�irs wii!!be do* Y: �lY with no cost to the ding over. 'Wc arc pkawd to ww tlw BLOC M.INQ. by tbouwk&of Phralft"ivaftuawm in*a ft Waat and of dc vesy faew Y repairs nay bave I or vneoi�rah�. oo at me vhh any queldom $mcetalY, . P�ideat CW1�n Baa;L MAY-01-2002 15:34 RAS BUILDERS INC 781 261 9923 P.04i07 FROM MARMELO BROS. CONST RUC i 1UN NHJrE NU. bOb tHH rbU7 03;18!U1 61Uti 16:Y1 t•M Tl f$IY�ANtJ CTNAI�M� 'rH�1Yt11Q'eir�L mx=L Tm,faepowft thwnteristiva ClocR!tvlasorry Ins:�xtlon Is an Bxpetweitzl polystyrene(E.f.;� m ` availabta �Mfs n,eterier the meat inmVetton of�be4 Fl,inc,,a manActum insuhWw rm been 4mo9f9d for Oyer uUtal ler eno 4& uw of Imuiat}ng. 30 years for rv?V Revarue%rows,mat, ■ Stable:Ttwma}d OhysW w lxoosng f�lah p�od�etsbor mashra rni0tv-:0,*CA*.reall,w= prwortree rwmb atId",W the(ifo rn�onryeonstre,e�on,VJ{tho ar25 w-4wiiquatimbnroPe400e3. atrebAdm ors of adesttuctiw experiprto�Sba Hwmkeda of aiosa}y ao,>troNedreanu. Is tfVfrPvtittfla T to ime-tw of Ic FUG lac hea bvi i a rgput9bw Of audlib' veers}n w high wsNN hays prover ptadue and aarvfoe 1rsbMhg Btsrotly procl�ao ttia> lveviaf►t k> d plsaiiC tf�.rrteteriei try ►�tl¢ht<Y P is r'10M of 6AM 180t oh materal in in a vorie:y of ow.m trok"dA ran t erw fig*0t vada whom im"14 ttwouaands of eppkmft V=K Ina ocnstructicn app Ming Bled 1'il grt wurmed is continaly work"wth design 7N raw matt>W i,oemft d with a SQUOMIL . pprofosOpn m Wsvdng tee Aleal and E&AMg agent and a bra retvdw.to fwt 0V'eatdrA-Abw ptbrt 04% field backup to oneura pmatical Y40 a mt�tti-c dfi w"ftn bead'Ths by voftrm*rr,dar m)dltior,a. appbeafi m of various r>tas"ireutai: sir in the Cells Is gmsbed to ensure (2%4Wrk4•CV,kM fay baebatt ing sysaenrs pars w'ItpPysinal and th mi, matwell to fits WE absorb well propertlss•TM omen am tfterrr LY aver'lam by welom Ibm by 0* WleV'"TN[tloly al wUT fund auto t> JM and thw cut M the 4'S,Arm Cold FACMch 8 sPwMQd OW. Bloc Ft mc,trilrlr*dm mwx1A wring tt4mml perwRr w=0m ion east, ret*Md M Of its MV=>R.v}trr,}p, and&npbvP1889mghmnthe P-RB.haSbv=nb0%ehobeOfdFA*jn MORWAe—UNUGrnroi%ft northesivdtnrwrldradaef tteusa•ras praressWwisemyvere. insr,tstfmmooPdgivokaf?nohmvs of olm w in sack.ltarsporia mof 3=P11 mmonry ln&U192w 1S F l m Orit't+ar aateDrn}On rA trait, hl it farpa rsi�,1clty tract yid bmd brm.6o L"�itt 11tlfffli • to**ticks to the lobelte,is twdily nWlarq a can tx lrt ,&Ud under pres- avaltabie.Supply and et n4m can W 6ta'efr:to bout new V4 ftW0 baked W by adt409rt1% didei from m�thh in d�t I*A o fra3! . Contrwom E tvn to BahImore ailln,idioc P9 fRL h1w corns to r*on Sbo r"-h nroyen re'aiatvve of a1y foase A an am aupplyandeenrloaon�eb�ivea f 92=11 oil c } kit mv�,a JL ur•rrJ ' i"lAY-01-2002 15:35 RAS BUILDERS INC 781 261 9923 P.05/07 t"ilM I'WIL:L.0 b 1%Lrb. l.l.JNb I ICIR..I LUN el-U t: NJ. • D4= 7'JO(CR30 fir. w -a7wC o r. rN 03;14/04 Y8 id;!: FAX 4 ADVAMAJONS a FsteroortsfnKWonschadLde— Mart1. k1mm s can o0r1 mt at8 oftWira 14� plerki wllb BLOC F1l lesMaaa $G!1>Io QI t71p bBtlbHtS e1}U9Ahg fj stC F�fl bbt1L,re-60rcemests.tEnetty+F,s. I rFrr•Frrba!wL.e"binpky vsoUwlo wMisorprelnsubtod mxh etwidWWE&I *m to b4QG11rl we r beds T"It am ISDOf 9 ,,.• A Airiz c4 I h wk,rr midaact s�iea•main 6 ut o wn aft Fil to nave a 15-24'r` muoruy gotl xiw means!seoner ¢ e ►' ; barns'UNalue than Pmk*ulaW Job completion. block daps s,Wg aA a►te of Mok E ally ramrrd dtrril g Wre 1r moms�Ddt� grid&M.Yete clawity. rsnatrasffs BY 1`mPlY rovrsr9ing , L`» �� "• powoplato i GUaYa*1ftd0oarMW cur pre4stutted U►ftla rl MOO- so —*iy 51=K hm the 9 4um pw M u)&em L'Bn►m and offts"to cow" 06on 4 5 1 1W 11wruttloaCrar7�pb� v*zri Oneddmfsr* Y W � e«wl►Iodc p Uawlaftshgtl titFAlortarla►"tr rrideafier�l�tionorwhena"I oa++aw *rad...orn..e,oraaor whom Pri►asds�d3doc�la md*nbm001fl�damMariarwail �!fr6cwaanwrslel.o c4w4j-5t Aw treve sM m that withlAt s01'{t> Stun of v Won, es nu,ch ars'Mof Ow hte d flew to s ■Law Jm tatledwd-Bbu fh masonry W01119 thlG o tha rrsortssr ka sUsd easesare ChW4 2? jr mo&*Wall �6•J moo,hkilh r A-Voota MWA wttl pretrssulated� mudl FL of wail er,�a spasp fran t�kG tv aA*t void 1Srx toss than AW send Mt W coats at Gt1an,rip In=ffWs in tap.In r b g fotrr�aaiW�a�rtt R11a 11,aaeosedr�6o►o.Wngs-hfearsel blow" lfs r1pab 9 Cost Data Dhows the labofr.rvdrred In propartps vw cdm pot FFV"at b*e of bode fM to be 37%of e1oC FY u mmh baa than the �SON= WWam,B1ooF1l'alkrina�� >1 FLman hourG that would 06 trl Bra imt howofbawof Iwo sah. 2* 0ia,fa base fill.There is rw . boa"&&wanip ma mmm. and no on alto swrWls c ' �r.r+r�• „ � "1- $ ...�tom.., Ott � w F -1'9AY-01-2002 15:35 RAS BUILDERS INC 781 261 9923 P.06i07 I-rtUr7 MW M--LU tit•ll D. UUNb I K A.I t UN Nu. Tuts =0(00� )u s: rjt w r,aor w, r., 00p0?i$p"�0 �sMON 16::233 Fy'tI • �RiWI�'.,�Da'IW.'fG.Y1��sUsiai.=+='sL1Yf.TL•lOK'FM�rI�:AirfYiL 1YJ"�H".P Y�IAIWM�' "ww.,FAy�pY+ _ty '•- `.Y��r7�y w w'1.•w/AVW1..,.� T'•�M!N.w�/•Mwr'.�FVh•7�. 1l�tiTAI,LA"NO?6 Anal uslHxes a pn�u't360d triltic aft FYI ie"419d In b00 raw an0 tngk whtrl,9 4e Fif is fam4ed M exit"Me6atry canffiniClw. 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Ep$>iad bawd tA"6ne an W1tG aS �8 dT X .08 r i!iS w n on raft 8bG l�In ootaS TX�I K 6.tixMtRNia~CTIOI�jr coilpom 'r N�1DM>r afCanarot uoft8t]e'Jt fRLit BO B6 tiRS 71b 1� • iMpl�WFh idrYYhM' Q' 24 f as IS a .10 .12 14 .t6 .15 OiOt MIM1tbNeb .11 .12 .12 Alt .13 r bcapo a "atrvaummt wan pt .08 �r>!��.yr�q on wnM • 91no��oot'ed tutor.and rlelktlal4tieegmb,ad CRAM GfS8W.W�001��dbY ttr�.11totl9C tMtti>i� TOTAL P.O? i N11A 1 • NEWBURY DESIGN ASSOCIATES SITE OBSERVATION REPORT DISTRIBUTION LIST PROJECT: Bed;Bath&Be and Shell Building 5 621,lyanough Road1(Route'132) N Project No.01149 � I(� 0 Architect: Newbury Design Associates, Inc. J. Onorato,AIA File Owner: Bed Bath&Bey_ond �650yLibertyyF;venue Union, NJ 07083 J. Purcell S. Cantor,AIA Building Department: Town of Bar'nstatile Building Dept. 200 Main Street Hyannis, MA 02601 T. Perry General Contractor: RAS Builders 100 Ledgewood Place,Suite 304 Rockland, MA 02370 J. Sunderland S.Armstrong Civil Engineer: Coastal Engineering Co., Inc. 260 Cranberry Highway/Route 6A Orleans, MA 02653 D. Michniewicz, P.E. Structural.Engineer: Amolins Structural Consultants --� 1200 Providence Highway Sharon, MA 02067 P.Amolins, P.E.;. Mechanical Engineer: Griffith&Vary, Inc. 12 Kendrick Road Wareham, MA 02571 J.Ziobro,C.I.P.E. Electrical Engineer: Engineering Advantage, Inc. 2 Park Street Dorchester, MA 02122 L. Farrer, P.E. 29 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F NIIA NEWBURY DESIGN ASSOCIATES SITE OBSERVATION REPORT PROJECT: Bed Bath & Beyond (Shell Building) Hyannis, MA FIELD REPORT NO:06 ARCHITECT: Newburyy Design Associates, Inc. NDA PROJECT NO. 01149 DATE: 05/07/02 TIME: 8:30 am WEATHER: Cloudy TEMP RANGE: 60-651 PRESENT AT SITE: S. Armstrong/RAS J. Sunderland/RAS J. Onorato/Newbury Design Associates K. Wise/Newbury Design Associates WORK IN PROGRESS/OBSERVATIONS: 6.01 Masonry work appears to be complete. It was observed that some of the mortar color at the rear of the building.is inconsistent. f 6.02 The perimeter roof edge plate has been installed. It was observed that the outside corners at the sign canopy were lifting. Additional fastening was discussed with the project superintendent. 6.03 The exterior canopy metal stud framing has commenced. Final shop drawings have not been received. 6.04 The HVAC units have not yet been installed. Installation expected early next week. 6.05 The roof membrane has been installed. Perimeter detailing awaiting installation of synthetic stucco which is expected to commence next week. 6.06 Little sitework has been conducted since last report. Curbing installation in progress at road edge. Pavement binder and pervious paver installation scheduled to commence later this week. (The sitework should be reviewed by the project civil engineer). 6.07 The monument sign base has not yet been constructed. 6.08 Interior metal stud framing and MEP work continuing and in progress.. (These items should be reviewed by the interior architect). 6.09 The next site visit is scheduled for May 30, 2002 at which time the punch list for the building shell components is scheduled to be conducted. ACTION REQUIREWITEMS TO VERIFY: None this report. ACTION ITEMS OUTSTANDING: 3.02 Structural steel installed to date has received one inspection. Some fabrication issues have been identified and need to be addressed by the fabricator. Report and resolutions to be submitted to the structural engineer for comment. ATTACHMENTS: 1.01 Canopy section and detail and sidewalk scoring plan. REPORT BY: /GeODR. DATE: 05/13/02 Onorato AIA 3.4 I I I PREMOLDED MILLWORK TRIM,' A5 MFG'D BY"FYPON I I OR APPROVED EQUAL I I I . I I I I I � I I I I I I I I SOFFIT TRIM BEYOND I I I I I I SYNTHETIC STUCCO FIN15H I OVER IN5UL. STRUCTURAL 5T'L,SEE I I STRUCTURAL DWG'5. I I (\ LEAD COATED COPPER I I++I FLA5HING FROM BEHIND ++I IN5ULATION TO EDGE OF I WOOD TRIM. -- ++ ++ I ++ - 2X P.T.WOOD BLOCKING ++ ++ ++ ______ CO BOTTOM OF 5OFFIT BEAD BOARD OVER 5/8"PLYWD.&6"METAL ELEV.110'-O" STUD CEILING FRAMING 5YNTHETIC STUCCO FIN15H OVER 1N5ULATION i PKEMOLDED MILLWORK TRIM,A5 MFG' BY"FYPON",OR APPROVED EQUAL NOTE: SEE 5ECTION DETAILS 5 AND 6 1/2""FRY REGLET"REVEAL ALIGN ON SHEET A4.3 FOR ADDITIONAL INFO. WITH BRICK VENEER ARTIAL 5ECTION SEE SECTION SHEET SCALE:3/4"=1'-O" I -S SYNTHETIC STUCCO FIN15H OVER IN5UL. 5LOPED LEAD COATED COPPER FLA5HING FARTIAL 511 E ELEV- 5CALE:NT5 PKEMOLDED MILLWORK TRIM,A5 MFG'D BY"FYPON",OR APPROVED EQUAL N HA PROJECT LAKE WILLIAMS sKA_o� T� CANOPY SECTION AND ELEVATION HEWHURY BESIGI ASSOE ATES 62 FOREST STREET -"" INWELLESLEY, "MA QMl MARMKOUCK MA.96ACMSE175 SCALE AS NOTED DATE 05/07/02 00130 781237.8M T 781237.8791 F w. 1 1 ' I BIKE RACK.SEE , PETAL THIS SHEET I 8-3.4 -4 1 - I--------- j ----------- III I I III i j II I III I I III j j II I 4.0 — --- — — — - � -- --------------------------+�--------- I III j j CART CORRAL I I I it I I I II j 4.6 —-—-— --—-— ----� —� I TRASH Ap I BBOLUVRDST I - i T- I L I I T 1— RAD0.J5=5, I I I I I I I I I I I I j j I I j I I I I EXTENT OF FERVIOo PAVERS —T— A.O B.O B.2 B.8 C.O C.1 i j N �°Il A SIDEWALK 5COKING PLAN ASK-4 TME ARCH BEDBATH& NONE MAY 2002 NEWBUBY DESIGN ASSOCIATES ScnLE ----------- DATE ----_----__- FO 114,9] t Page 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 10 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 Client: RAS Builders Date: 04/08/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny,50 F Present At Site: Steve Armstrong,RAS Builders Work in Progress /Observations: 10.1 We made an unsolicited visit to the site and proceeded to inspect the CMU wall reinforcing at line B, 1-3. The reinforcing bars for the mid-height bond beam at line B, 1-3 were inspected and found to be in compliance with the contract documents. 10.2 No ac ss was available to the roof. W co o Action Req fired/Items to Verify: "it7.3 Joist at D-1 --existing weld is at toe of seat--add two more inches of weld at heal of seat. a-Column -- is not wide enough. .4 Ioists at 4-E--remove existing welds between joist seat and column cap,clamp down joist U Weats on c16-11 mi cap and reweld. CD .5 �he first �f two conditions on attached sketch appear at joist seats at lines B.5-1.3;C-1.2;C.15-1; 2-2•B. -2• B.4-2• C.15-2• C.25-2•C.4-2• C.6-2•D-2• C-3• C.25-3•C.3-3• C.4-3• C.6-3• D.7-3; C1.) 9.8-3;E- ,. Existing gap noted is 1/16"to 1/4". - 7.6 The second of two conditions appears at lines C.3-1;C.3-2;C.8-2;C.4-3;C.8-3;D.8-4. 7.7 Joist not welded as yet--lines B.4-1.4;C.8-2 7.8 Remaining areas not accessible or not completed yet. Items 5 and 6 to be reviewed by manufacturer, Canam. 9.4 Replace failed puddle welds on roof deck as marked on metal deck via green paint. Blair Budka _ lack Wood,P.E. FIELD REPRESENTATIVE - REVIEWED BY Veitas+ Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (78.1) 849-2065 Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 13 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 62370 O� Client: RAS Builders Date: 04/26/02 7 100 Ledgewood Place,Suite 304 7 Rockland,MA 02370 Temperature/Weather: Sunny,50 F Present At Site: Steve Armstrong,RAS Builders Foreman,Masonry Contractor Work in Progress gress/Observations: 13.1 The grouting operation of the CMU walls was inspected at the wall sections at line 5,B.2-C.1 (last lift); 5,D. F.3;E.3,4-5 (intermediate lift). The correct size,spacing and lengths of bars was observed to be in place at the noted wall sections. The grout was placed using a pump and consolidation was provided by shaking the steel. This work observed was satisfactory. 13.2 Items 7.3 and 7.4 have been completed or corrected. Items 9.4, 11.5, 11.8, 11.9 and 12.3 also corrected. Items 11.6 and 11.7 corrected as stated by superintendent. Action Required/Items to Verify: 7.5 The first of two conditions on attached sketch appear at joist seats at lines B.5-1.3;C-1.2;C.15-1; B.2-2;"8.3-2;BA-2,C.15-2;C.25-2;C.4-2;C.6-2;D-2;C-3;C.25-3;C.3'3;C.4-3;C.6-3;D.7-3; D.8-3;E-4: Existing gap noted is 1/16"to 1/4". 7.6 The second of two conditions appears at lines C.3-1;C.3-2;C.8-2;6-3;C.8-3;D.8-4. 7.7 Joist not welded as yet--lines B.4-1.4;C.8-2 BlairBudka; r Jack Wood,P.E. FIELD REPRESENTATIVE _ REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,ALL 02184 Phone (781) 843-2863 • Fax(781) 849-2065 Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 2 Project: CBed Bath&Beyond Contractor: RAS Builders \-Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 �/ Client: RAS Builders Date: 03/01/02 100 Ledgewood Place,Suite 304 �� Rockland,MA 02370 Temperature/Weather: Cloudy,45 F Present At Site: Steve Armstrong,RAS Builders Work in Progress/Observations: 2.1 The reinforcing bars for the foundation wall at line B,3.3-5 and the piers located at A-5;A-4.5;A-4;A-3.4. This work was found acceptable. 2.2 Also,we inspected the steel at wall sections F,3-1; I.D-E. (See items to correct.) 2.4 Item 1.2 corrected and accepted. Action Required/Items to Verify: 2.3 Add corner bars at corners at line F-1,I-D and add splice to#6 bars at top of wall at piers. Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. - 639 Granite Street - Braintree,MA 02184 Phone (781) 843-2863 - Fax (781) 849-2065 Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 Client: RAS Builders Date: 03/04/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny Present At Site: Steve Armstrong,RAS Builders Work in Progress/Observations: 3.1 We inspected the reinforcing bars for the foundation wall at line B.1-2.5; 1.B-E;E, 1-2.5. With the exception noted,we found the steel at the locations noted to be satisfactory. 3.3 Item 2.3 corrected and accepted. Action Required/Items to Verify: 1.2 We pointed out one location where missing wall dowels need to be drilled into place along line B- 3 (concrete to be placed at later date). 3.2 At one door opening at line D.5-1,add two longer splice#6 bars at top of wall. Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 WRy Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 4 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland;MA 02370 Client: RAS Builders Dater 03/06/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny,45 F Present At Site: Steve Armstrong,RAS Builders . Work in Progress/Observations: 4.1 We arrived on site after the placement of concrete for the retaining wall at C.2-1)line. 4.2 The width and height of the retaining wall appeared satisfactory. 4.3 The superintendent stated that the horizontal dowels were drilled into the existing foundation wall at line C.2' D,1. 4.4 The masonry grouting procedures and reinforcing bars were reviewed with the superintendent. 4.5 Item 3.2 corrected as stated by contractor. Action Required/Items to Verify: Blair Budka Jack Wood,P.E. { FIELD REPRESENTATIVE REVIEWED BY Veitas+ Veitas Engineers,Inc. 639 Granite Street • Braintree MA 02184 g , Phone (781) 843-2863 Fax(781) 849-2065 j �� g ti 1 . � �� {� � i 4; V/ Page I o g f I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 6 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 v Client: RAS Builders Date: 03/12/02 l�jl o 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny Present At Site: Steve Armstrong,RAS Builders Work in Progress%Observations: 6.1 The reinforcing bars for the retaining wall off of line B.3-1 were inspected. The correct size and spacing of the bars was observed to be in place. 6.2 The contractor extended the retaining wall up to line 1-B.3 so that it was connected to the building perimeter wall. A vertical keyway as well as horizontal dowels were installed and drilled into the existing wall; however,we requested that the horizontal dowels be set in epoxy. The superintendent stated this will be done. Action Required/Items to Verify: Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY Yeitas + Yeitas Engineers, Inc. - 639 Granite Street - Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 r Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 5 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 Client: RAS Builders Date: 03/08/02 V 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny,45 F Present At Site: Steve Armstrong,RAS Builders Work in Progress/Observations:., 5.1. The steel for the foundation wall at line B,2.5-3.4 and the footing at lines 4-E,4-C 4-D,D-2,D-3 were inspected and found to be acceptable: Action Required/Items to Verify: y Z ._ . . j Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 Fax(781) 849-2065 NEWURY RESIGN ASSOCIATES SITE OBSERVATION REPORT DISTRIBUTION LIST PROJECT: Bed, Bath& Beyond Shell Building 621 lyanough Road (Route 132) Project No.01149 Architect: Newbury Design Associates, Inc. J. Onorato,AIA File Owner: .Bed Bath&Beyond 650.1-iberty Avenue Union, NJ 07083 J. Purcell S. Cantor,AIA Building Department: Town of Barnstable'Building Dept. L200 Main Street F LHyannis,.MA 02601_1 General Contractor: RAS Builders 100 Ledgewood Place,.Suite 304 Rockland, MA 02370 J. Sunderland S.Armstrong Civil Engineer: Coastal Engineering Co., Inc. 260 Cranberry Highway/Route 6A Orleans, MA 02653 D. Michniewicz, P.E. Structural Engineer: Amolins Structural Consultants 1200 Providence Highway Sharon, MA 02067 P.Amolins, P.E. Mechanical Engineer: Griffith&Vary, Inc. 12 Kendrick Road Wareham, MA 02571 J.Ziobro, C.I.P.E. Electrical Engineer: Engineering Advantage, Inc. 2 Park Street Dorchester, MA 02122 L. Farrer, P.E. 29 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F r, i . . NEWBURY RESIGN ASSOCIATES SITE OBSERVATION REPORT PROJECT: Bed Bath & Beyond (Shell Building) Hyannis, MA, MA FIELD REPORT NO:02 110 ARCHITECT: Newbury Design Associates, Inc. NDA PROJECT NO. 01149 DATE: 03/12/02 TIME: 8:15 am WEATHER: Cloudy TEMP RANGE: 40-45' 0111/ PRESENT AT SITE: J. Sunderland/RAS S. Armstrong/RAS J. Onorato/Newbury Design Associates WORK IN PROGRESS/OBSERVATIONS: 2.01 All foundations have been installed with the exception of the outer retaining wall at the loading dock. Footing has been installed at this location, forming and reinforcing steel installation in progress. 2.02 2", R-10, rigid perimeter foundation insulation installed at most of the building perimeter. Balance of installation in progress. 2.03 Column levelling plates have been installed with the exception of those at the interior columns. 2.04 Backfilling and compaction in progress at both the building interior and exterior. Compaction testing reports to be submitted. 2.05 Sitework continuing. 2.06 Transformer vault installed and installation of electrical conduit to building in progress. 2.07 It was observed that the exposed foundation walls have not been rubbed after form removal as specified. This item will be revisited after final grading when the exposed areas can be better identified. A parging material may need to be applied if the condition warrants. 2.08 A pre-slab meeting was held and most issues resolved. The slab placement is tentatively scheduled for the week of March 25. It is preferred by the contractor to place the slab in one pour. Slump and control joint locations were discussed. Control joints shall be cut as specified within 24 hours of slab placement. The slab mix design has been submitted and approved by the structural engineer, however, an issue remains on the type of curing material to be applied. .The slab mix is to contain 1#of-fibermesh per yard of concrete. The mix design will need to be resubmitted for final approval. Concrete testing shall be conducted by Coastal Engineering. A vapor barrier has been specified on the drawings to be provided below the underslab fill material. The structural engineer shall verify this requirement with the original geotechnical investigation report and subsequent recommendation to confirm its necessity. Editor's note: It was later confirmed that a vapor barrier had not been specified in the geotechnical report and, in fact, ground water had not been encountered in any of the borings. Therefore, it was determined that the vapor barrier could be eliminated. A credit for this item shall be submitted. 2.09 NDA to submit a scoring pattern for the concrete sidewalks. .2.10 Inspection reports conducted to date to be submitted to the Architect and the building dept. 2.11 The next site visit is scheduled for March 26, 2002. NEWBURY BESIEN ASSOCIATES ACTION REQUIRED/ITEMS TO VERIFY: None this report. ACTION ITEMS OUTSTANDING: 1.10 Contractor to coordinate transfer of builder's license on both building permits with the building department. ATTACHMENTS: 1. Structural Engineers Field Report No. 1. 2. Memo form Coasta! Engineering and concrete test rep(±rt. 1 REPORT BY: DATE: 03/15/02 Jose h R. Onorato AIA 03/14/2002 THU 13:02 FAX 7817939922 AMOLINS STRUCTURAL CONSU NEWBURY DESIGN 1@ 002 AMOLINS STRUCTURAL CONSULTANTS SITE 'VISIT REPORT 1200 Providence Highway, Sharon, MA 02067 Telephone 781-793-9933 Fax 781-793-9922 PROJECT: BED, HA`I'H & BEYOND FIELD REPORT NO. 001 ARCHITECT: NEWBURY DESIGN ASSOCIATES ASC PROJECT# 21092 DATE: 03-13-2002 TIME: 11:00 AM WEATHER: RAIN—40'S STRUCTURAL WORK BACKFILLINO IN PROGRESS: PRESENT AT SITE: PETER AMOLINS, STEVE ARMSTRONG OBSERVATIONS 1_ The footing and the foundation walls are complete. It appears that the work conforms to the Contract Documents. 2_ 1 confirmed with Steve that the base plate and levelling plate at column B-2.0 could remain the same , even though the column changed, as long as sufficient clearance is available for the anchor bolts. REPORT BY: PETER AMOLINS, P.E. ( V. COPIES TO: Joe Onorato (Newbury Design Associates) 1WNNAIS rrEVISITREPXBedB=Beyond-Hyannis\ASC-UQVsitRcport.BB&B.doc 03/14/02 THU 12:21 FAX 508 255 6700 Coastal Engineering Q 001. COASTAL ENGINEERING CO.,INC. 260 Cranberry Hwy,Orleans,MA 02653 FAX TRANSMITTAL Phone:508-255-6511/Fax: 508-255.6700 Date: 03-14-02 Job#: C14845.02 To: Joel Sunderland,RAS Builders,Inc Fax: 781-261-9923 Steve Armstrong,RAS Builders,Inc. Fax: 508-771-8976 Joe Onorato,NDA Architects Fax: 781- 37-8791 From: David J.Michniewicz,P.E. #of Pages(including Cover) 2 Subject: Bed,Bath&Beyond Hyannis,MA Message: Tuesday we received the accompanying test report from Briggs Engineering&Testing with the results of the 7-day breaks from samples 7A,8A,9A,10A, 14A,and 18A. The test report indicates that the compressive strength of samples 7A,8A,10A, 14A,and 18A exceed 79% of the required compressive strength of 3000 psi. Sample 9A had a compressive strength of 2180 psi,which is 72.7% of the required compressive strength of 3000 psi. a No evaluation of compliance with specifications has been made by this office. 03/14/02 THU 12:21 FAX 508 255 6700, Coastal Engineering Q 002 467 P01 MAR 12 '02 16:313 PRojECT;COASTAL. RNc;TNFFRTN(; MR16135 Briggs gngineering&Testing PRolErr NO,: 21252 A nrv;.�rNPKAAuxlllm I PRINT DATE: 3/12/02 Concrete Cylinder Field Test exults- F- 11, Concrete Samples Fabricated and Tested per ASTM C-31, and C-39 Mortar Cubes Fabricated and Tested per ASTM C-108,Grout Prisms Fabricated and Tested per ASTM C-1019 Thr fnilowing is a report of laboratory test results For concrete cylinders,mortar cubee or grout prisms cast in the field.To curraiaty th1_we results with field testing, simply match DATE CAST, and SF.T#i with fiaid inspection reports. sfr I til'GC(MEN DATE DATE AGE 01A, AREA DENsrTY MAX, REQ'D COMPRESSIVE TYPE OF n N1IMRRI4 CAST TF.STF.D OFCYL. (aq.in.l (lb,lcir,ft.) LOAP r'c STRENC11I FRAcruut: TEST (in.) (lbs! (psi). (A.'TM C391 1 7A(('1i0)0 02/28/2002 Y7/02 7DAY 6"CYL 28.26 142.6 71,930 3000 2,551) D t SAI1L'B0)8 112/27/21u)2 3/h/1r_ 7DAY 6"CYL 28.26 1 140.4 t%7,456 31M 2,390 D `II I '1A(CB0)9 (►3/:7/21a)2 .1/n/02 7DAY 6"CYL 28.26 140-9 61,557 3000 2,180 D I„ I 10A(C130) I►rlui/zunz /a/1r_ 7DAY 6"CYL 28.26 143A 93,367 3t100 3,300 D I I4A(A001 113/i8/2l)g3 1/11/02 7DAY 6"CYI. 1 28,26 144-2 8h,78.'i 3000 :3,070 D w I ItiA(A001 01/05/211112 :(/r2/trz 7DAY 6"CY1, 2$.26 146.8 92,815 3000 1 -1,280 C) fCEIVE co Cc, i Remarks: APPROVED' - — -- -- IKE roytio Town of Barnstable " Regulatory Services * * BARNSTABLE. " Mass. �, Thomas F.Geiler,Director �CijA i6Sq. �0 TFo 't a Building Division Peter F.DiMatteo, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, o n--(a :SLrx A 'to , Construction Supervisor License # 0S9I YAN , hereby.certify that I have assumed responsibility for the project under construction, as authorized by building permit# T , issued to (property address) 6P Z Z`{►�►a o�J Ca b� �7 on z ` 200 The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) LICENSE HOLDER DAT ° gdorms/newcontrb rev:122801 - 303—?62-9?23 RA5 ACCTNG DENUER 363 P03/03 FEB 19 '02 - 12:44 MARSH USA'IN.C.: CERfiI1Ca E Of INSURANCE CERTIFICATE NUMBER SEA-000522 86-00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS MARSH USA,INC.. NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE FROVIDEO IN THE • 1225 17TH STREET,SUITE 2100 POLICY.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE DENVER,CO B0202 AFFORDED BY THE POLICIES DESCRIBED HEREIN. Attn:MICHAEL D.ROSE 303 308 4500 COMPANIES AFFORDING COVERAGE COMPANY 75611-12345-APROP-01/02 A ZURICH AMERICAN INSURANCE COMPANY INSURED COMPANY RAS BUILDERS,INC. B N/A ATTN.JANET HART 180 EAST HAMPDEN AVENUE COMPANY ENGLEVtr6 D,CO 60110 C AMERICAN ZURICH INSURANCE CO. COMPANY D COVERAGES tliis certificate BOperseiies end'ro lacee an predlousl lss(ied certificate for the policy p y y po y perfod noted below. 2 THIS IS TO CERTIFY THAT P LICIES OF INSURANCE DESCRIBED HEREIN-HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUI MENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFOR ED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,CONDITIONS AND EXCLUSIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MMIDWYY DATE(MMID ! ) LTR ) GENERAL LIABILITY GENERALAGGREGATE $ $2.000.000 A X j COMMERCIAL GENERAL LIABILITY GL0337425301 11/30/01 11/30102 PRODUCTS•COMPIOP AGG $ $2,000,000 CLAIMS MADE Fx-1 OCCUR PERSONAL S ADV INJURY $ 1,000,000 OWNER'S S CONTRACTORS PROT EACH OCCURRENCE $ 1.000.000 ' FIRE DAMAGE(Any one fire $ 300,000 NED EXP(Anyone arson $ 10.000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ ANY AUTO ALL OW NED AUTOS - BODILY INJURY $ (Per person) SCHEDULED AUTOS • HIRED AUTOS BOD0.Y INJURY $ - NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY•EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: ` EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY _ EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND XSTA EMPLOYERS'LIABILITY iORY LIMITS ER C WC297860602 11/30/01 11/30/02 EL EACH ACCIDENT $ 1,000.000 THE PROPRIETOR/ INCL EL DISEASE•POLICY LIMIT $ 1,000.000 PARTNERSIEXECUTrVE OFFICERS ARE: EXCL EL DISEASE-EACH EMPLOYEE1$ 1,000.000 OTHER I DESCRIPTION OF 0PE RATIO NBILOCATIONSIVEHICLESISPECIAL ITEMS(LIMITS MAY BE SUBJECT TO DEDUCTIBLES OR RETENTIONS) PROJECT NAME:BED BATH 6 BEYOND,HYANNIS,MA CERTIFICATE HOLDER IS NAMED AS ADDITIONAL'INSURED AS THEIR INTEREST MAY APPEAR AS RESPECTS GENERAL LIABILITY. '0ER7IFICA,E,DLDER CAN�ELI AT.10N SHOULD ANY OF THE POLICIES OESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL_—.3Q DAYS WRITTEN NOTICE TO TIE BED BATH&BEYOND,INC.,A NEW YORK CORP CERTIFICATE HOLDER NAMED HEREIN,BUT FAILURE TO MAR SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 650 LIBERTY AVENUE UNION,NJ 07063 LUIBILITYOF ANYKIND UPON THE INSURER AFFORDING COVERAGE.ITS AGENTS OR REPRESENTATNES. MARSH USA INC, • p`A Y• DorothyStevens FEB-19-2002 14:49 303 ?62 9?23 9?% P.O. ARCHIVED SPECIFICATIONS Year : o Project Name: L, oL Project Address: 1I C/ �- 60rrnW LIN 7;9i-4- 1 Map & Parcel # Permit number, if assigned: Permit date: Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. Archived Specs ■ NEWBURY DESIGN ASSOEIATES June 13, 2002 Mr. Thomas Perry Building Commissioner Town of Barnstable Building Department 367 Main Street Hyannis, MA 02601 Re: BedBath & Beyond(Shell Building) 621 lyanough Road(Route 132) Request for Certificate of Occupancy FINAL ARCHITECTURAL AFFIDAVIT I certify that I, or my designated representative, have periodically observed the work associated with the Architectural aspects of the project referenced above in compliance with Section 116.0 of The Commonwealth of Massachusetts State Building Code. Reports of our findings have been submitted to your office. An Architectural Punch List and Inspection was conducted on June 13, 2002. General Punch List items remain to be completed, a copy of which is attached. With the exception of the items indicated on the attached list, to the best of my knowledge, information and belief, the project is in compliance with the drawings submitted for building permit and The Commonwealth of Massachusetts State Building Code. Joseph R. Onorato JOWN Architect ONO?0 Massachusetts Registration No. 7420 g 7420 Newbury Design Associates, Inc. o No 29 Washington Street Wellesley, MA 02481 ign 02 Then personally appeared the above named Joseph R. Onorato d ade oath that the above statement by him is true. Bef me, _ . Notary P blic I ' My commission expires: A 29 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F dlb associates consulting engineers, p.c. 214 West Main St, Ste 208 Moorestown, NJ 08057 June 13,2002 Mr.Tom Perry Cie Building Department,City of Barnstable 367 Main Street Hyannis,MA 02061 Tel: 508-8624034 Fax: 508-790-6230 Re: Final Certification that Construction Conforms with the Construction Documents Tenant Improvement for a new Bed Bath&Beyond Store "Hyannis,MA" 621 Iyanough Road Hyannis,MA (dlb#79269) Dear Mr.Perry: Based on the information gathered by our field observations, information from other professionals working on this project, information provided by the Contractor, and documentation providedby the Owner's representatives, we hereby certify that this project has satisfactorily been constructed in accordance with our Construction Documents and is ready for occupancy, subject to all required approvals from the Building and Fire Departments and the completion of a few minor punch list items. This certification applies mly to the Plumbing, Mechanical - and Electrical work for the INTERIOR Tenant Improvements work and excludes the Building Shell construction and all Architectural, Structural, and Fire Suppression system work. Should you have any questions,please do,not hesitate to contact this office. Very truly yours, DLB ASSOCIATES CONSULTING ENGINEERS, P.C. Michael L. Wilson mlw:mjb (WP File: 79269Al2 06.13113.53) c: Sheldon Cantor—BBB Architectural Project Manager John Purcell—BBB Construction Project Manager David Lummis—Ignarri Lummis Architects Michael Delellis—Ignarri Lummis Architects mechanical, electrical, industrial, & technology engineers licensed in 49 states Phone(856)778-5400 Fax(856)778-1788 • www.dlbassociates.com ■ Voicemail(856)802-1454 (K:IPROJECT179200179269179269Al2 CONFORMANCE LETTER.DOCMichael J Berry 06.13113.53) NNEEN D AVID N. LUMMIS } ■� A R C H I T E C T ORIGINAL mom y 13 June 2002 File: 5802 Tom Perry - BUILDING DEPARTMENT, City of Barnstable 367 Main Street Hyannis, MA 02601 s A/f 10 � . lam( Ph: 508-862-4034 Fax: 508-790-6230 Re: Final Certification that Construction Conforms with the Construction Documents TENANT IMPROVEMENT for a new BED BATH & BEYOND STOREf "Hyannis, MA" 621 Iyanough Road Hyannis, Massachusetts,' ` Dear Mr. Perry: Based on the information gathered by our field observations and information from other professionals working on this project, I hereby certify that this project has satisfactorily been constructed in accordance with our Construction Documents and is ready for occupancy, subject to all required approvals from the Building and Fire Departments. This certification applies only to the INTERIOR Tenant Improvements in the building and excludes the Building Shell construction and all Plumbing, Mechanical, Electrical and Fire;Protection work. Please do not hesitate to call if you uestions or comments. �p ti.tli, Your uly, s No.8805 w CHERRY HILL David N. s, AIA tu aF `.Sheldon Cantof; BBB Architectural.Prcj ect Manager John Purcell, BBB Construction Project Manager 601 CHAPEL AVENUE ;:EAST` " ■ CHERRY HILL; N.J. 08034-1492 TELEPHONE `(856)428-8877 FAX(856)429-6379„ ' A I ■■EEE D AVID N. LUMMIS ■� A R C H I T E C T ■' N a D 13 June 2002 ,Q File: 5802 w(�(C�I(DI/ Tom Perry BUILDING DEPARTMENT, City of Barnstable 367 Main Street Hyannis, MA 02601 Ph: 508-862-4034 Fax: 508-790-6230 Re: Final Certification that Construction Conforms_with the Construction Documents TENANT IMPROVEMENT for a new BED BATH & BEYOND STORE ' "Hyannis, MA" 621 Iyanough Road Hyannis, Massachusetts Dear Mr. Perry: Based on the information gathered by,our field observations and information from other professionals working on this project, I hereby certify that this project has satisfactorily been constructed in accordance with our Construction Documents and is ready for occupancy, subject to all required approvals from the Building and Fire Departments. This certification applies only to the INTERIOR Tenant Improvements in the building-and excludes the Building Shell construction and all Plumbing, Mechanical, Electrical and Fire Protection work. Please do not hesitate to call if you have any questions or comments. Yo r trul avid is, AIA Cc: Sheldon Cantor, BBB Architectural Project Manager John Purcell, BBB Construction Project Manager 601 CHAPEL AVENUE EAST ■ CHERRY HILL, N.J. 08034-1492 TELEPHONE (856)428-8877 FAX (856)429-6379 Jun 13 02 10: 32a Ienarri -Lummis Architects (609) 429-6379 p. 1 ®®CIE D AVID N. L,IJMMIS A R C H I T E C T 13 June 2002 File: 5802 Tom Perry BUILDING DEPARTMENT, Citv of Barnstable 367 Main Street Hyannis, MA 02601 Ph: 508-862-4034 Fax: 508-790-6230 Re: Final Certification that Construction Conforms with the Construction Documents TENANT IMPROVEMENT for a new BED BATH &BEYOND STORE "Hyannis, MA" 621 Iyanuugh Road Hyannis, Massachusetts De it Mr. Perry; Based on the information gathered by our field observations and information from other professionals working on this project, I hereby certify that this project has satisfactorily been constructed in accordance with our Construction Documents and is ready for occupancy, subject to all required approvals from the Building and Fire Departments. This certification applies only to the INTERIOR Tenant Improvements in the building and excludes the Building Shell construction and all Plumbing, Mechanical, Electrical and Fire Protection work. Please do not hesitate to call if you have any questions or comments. Yo it trul avid mis, AIA Cc: Sheldon Cantor, BBB Architectural Project Manager " John Purcell, BBB Construction Project Manager 601 CHAPEL AVENUE EAST E CHERRY HILL, N.J. 08034-1492 TELEPHONE (856)428-8877 FAX (856)429-6379 JUN. 13. 2002 4.03PM POLARIS CIONSULT ING ENGINEERS — `--NO. 776— --P. 1 — dlb associates consulting engineers, P.C. 214 West Main St, Ste 208 Moorestown, NJ 08057 June 13,2002 Mx.Tom Perry Building Department,City of Barnstable 367 Main Street Hyannis,MA+02061 Tel:508-862-4034 Fax: 508-790-6230 Re: Final Certification that Construction Conforms with the Construction Documents Tenant Improvement for a new Bed Bath&Beyond Store "Hyannis,MA" 621 Iyanough Road Hyannis,MA (dlb#79269) Dear Mr.Perry: Based on the information gathered by our field observations, information from other professionals worldn on this project, information provided by the Contractor, and documentation g we hereby cerr that this project has Satisfactorily been constructed n�accordan a with your Construction Documents and is ready for occupancy, subject to all required approvals from the Building and Fire Departments and the completion of a few minor punch list items. This certification applies mly to the Plumbing, Mechanical and Electrical work for the INTERIOR Te,7=t Improvements work and excludes the Building Shell construction and all Architectural,Structural,and Fire Suppression system work. Should you have any questions,please do not hesitate to contact this office. Very truly yours, DLB ASSOCIATES CONSULTING ENGINEERS, P.C. 12 Michael L.Wilson ml'w:mjb (WPFi1e: 79269,412 0 -13/./3.S3) c: Sheldon Cantor-13BB Architectaual Project Manager John Purcell-BBB Constructiou Project Manager. Da rid Lw=nis-Ignam Lumnus Architects Michael Delellis,Ignarri Lummis Architects mechanical, electrical, industrial, & technology engineers licensed in 49 states Phone(658)778.5400 - Fax(856)776.178E wwv.dlbassocidtes.com Voicemaii(856)802-1454 K;IPROJEC7i79:001?9269i7fl169111 COATORMAAFr'F r l Ice :U 1�o TOWN OF BARNSTABLE BUILDING PERMIT n i PARCEL ID 311 004 GEOBA.SE ID 22999 ADDRESS 621 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP- LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 59513 DESCRIPTION TENANT FIT--(BUT BED BATH&BEYOND PERMIT TYPE BREMODC TITLE COMMERCIAL, ALT./CONY CONTRACTORS: REIDELL, CARL Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $4,625,00 BOND ,k.G;„ CONSTRUCTION COSTS $760,090.00 j 437 NONRES:-/NONHSKP ADD/CONV I PRIVATE P .: * BARN STABLE, MASS. 1639. . � ED� BUILDING DIVISION BY ^--- DATE ISSUED 03/07/2002 EXPIRATION DATE a '.bWN OF BARNSTABLE D - I3U'LIa INS` P �TT I �� ry 'PERMIT gym. PARCEL C 7.131-J. 004 22999 - :. ADDRESS 621 YANNOUC,H ROAD/RCU`-TE:, PHONE HYANNIS zIP p LOT. BLOCK x' LOT SIZE DBA DEVELOPMENT .DISTRICT HY PERMIT 69513 DESCRIPTION TENANT FIT"OUT BED BATH&BE°YOND � PERMIT TYPR BREMODCX TITLE' COMMERCIAL ALT/CONY ' SON`RACTORS= R 2DELL, CARL Department of Health, Safety ARCHITECTS-. "',",and Environmental Services TOTAL FEES: BOND . �-Ott �TME CONSTRUCTION COSTS - ``50,!000.00 x'" "`1• t x 437': NONRES O`NHSKP ADD/CONV i t 61' VkrFl P. MASS. ,BUILDING DIVISION rg BY --= { DATE :ISSUED "03/0 7/200 �EXPIR.TION DATE 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 MAYBE OBTAINED'FROM THE DEPARTMENT OF.PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICRNT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED _ e` 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 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED-SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. t i OCCUPIED UNTIL FINAL INSPECTION ANICAL INSTALLATIONS.., HAS BEEN MADE: , 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 S 3 1 - HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 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. o 11.E NEWBURY DESIGN ASSOCIATES October 29, 2001 Mr. Thomas Perry Building Inspector Town of Barnstable Building Department 367Main Street Hyannis, MA 02601 Re: Bed Bath & Beyond 621 lyanough Road Hyannis Dear Mr. Perry: Thank you for taking the time to meet with Mr. Reidell and myself last Wednesday, October 24, regarding the above referenced project. I'd like to take this opportunity to summarize our discussions. As we explained, this project was speculatively designed without benefit of tenant input, as was reflected on the drawings submitted for building permit and as a result, the permit was ultimately issued based on these drawings. Since issuance of the permit on July 19, 2001, the building Owner has reached an agreement with Bed Bath & Beyond to occupy the entire building. As we discussed, Bed Bath & Beyond desires that certain changes be made to the base building design to accommodate their particular needs. .These changes are summarized, as follows: • Increase building height two feet from approximately twenty feet to approximately twenty two feet. • The north side facade glazing to the left of the entrance, as previously indicated,will change to a solid material. The details have yet to be determined, however,the appearance will remain essentially as originally submitted. • The HVAC system design will change from a split system with interior air handlers to conventional packaged roof top units. These units will be screened as we discussed. The exact details, materials, etc. have yet to be finalized. • At the rear of the building we have proposed to change the dock area from a dumpster, as previously indicated, to a compactor. This change has required us to relocate the egress door from the dock area to a location along the rear wall. • We understand that specific tenant requirements will necessitate submission of tenant fit-up documents and will require a separate building permit. • We briefly discussed building signage, and we understand that signage will also require a separate permit. 29 WASHINGTON .STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F NEWBURY DESIGN ASSOCIATES We believe the above adequately summarizes our conversation. It is our intention that the drawings originally submitted for building permit will be revised over the course of the next few weeks and be resubmitted. We anticipate commencing with construction as soon as possible. Again, we appreciate your time and input and look forward to working with you throughout the course of this project. Should you have any questions or require additional information, please do not hesitate to contact us. Sincerely, Newbury Design Associates, Inc. o eph . Onorato,AIA c: S. Cantor/Bed Bath & Beyond File CLEAR INTERIOR DIMENSION 6282 HYANNIS, MA 127'-4 1/2" _a" 24-0 1/2 j,)&Jd.1KCL1'-X-e_� 2018 Beverage Set SK-2 CLEAR INTERIOR DIMENSION 02/22/2018 23'-2 1/4" ZIA CLEAR INTERIOR DIMENSION o 0 RIDO ,F1�, e}._p u.-0.. RQOM - Ee 1 nuGWAu SAL-.B 09 112 0l - SIm6p4 t - 120 o ; . SQUARE FOOTAGE CHART r,—]• nur nur rws[ rRUKT 6eA6x srAx4-i,————1 L 14 13 12 11 0 09 05 04 03 02 Ot DEPARTMENT SO FT PROTOTYPE +/- /"� \ ROOD, P TOTAL BUILDING 20.012 18.300 1712 1 ^ EN SALES FLOOR 15.180 15,160 20 Z PRE-SALES 2.564 1.658 906 Q W �1 0". j� 2-w - + - •1 6 1 O 'OPERATIONS 1,130 893 237 E _ J'-3' ry S'-3' o g•_4 1/8 W - LMNG FURNIT 1,190 1,170 20 OB 03 DINING FURNITURE 883 379 504 j 9'-9 5/ " 1S-4 5/8' s-0• 4'-0- 4'-0' n 9 \ BEVERAGE 05G 1,14D -90 N $ °•6 Living GEN L AIARKETPNCE 1.582 1,500 82 Furniture- 06 O6 °113 E OFfyCE `� w sEAsoNa 3.7o 3.76 -6 1,190 sgft - WORLD THIS WEEK 242 ]O ]2 5-G 02 03 i-6- 110 r7 Z - 2-wo - Won Decor Alcohol SOBev Ffge w. 1,050 SO FT - cJO 1. BEER a_ c FI., Imo-- Home Office NOTES 8 NO CHANGE IN USE OR OCCUPANCY LIMIT - � - U Zt 11 kchol Bw4ru9e ENDORSEMENT IS FOR LICENSING BOARD BREAKFAST k BAKING HEARING ONLY- S31MOOD D""d1e 15'-3" � Iz zz Ez >z sz ENDORSEMENT,DOES NOT CERTIFY,BUILDING 6'-8 3/4- - o OS 04 03 D2 01- CODE RCOMPLIANCE (— 0 ZONING Gri dle I n G C MP 0 L►A NCE T I Ac n T Cles 3 Accent ab es ce 1 0 h MUST COMPLY W/ALL BUILDING CODE, oAGNV3 s w °6 °8 1 05 N ACCE IBIL Y ZONING REQUIREMENTS N D2 61 81 21 a - Both N :� 31 32 33 34 35 $ 23'-2 1/4" .PASTA li 127'-4 1/2" - mo 3•_6• _ +SI 41 Y-9 wq- ?Y DATE I S30ldS d 5110 y Z 4t 42 43 44 45 Primary Alcoholic Bev Dept = 1,050 sq ft - w PRE—SALES DHNICBoth� � I' 01 02 e 3 04 05 06 07 0 10 ` S31003A V SIV3N Some cross merchandising of alcoholic N"r wGre Card wall o 05 61, 86 L6 9> to EO 0 4'-6" beverage throughout r _ I"3 a 9 9 I - %, \ _ 10 09 oa 07 0s oz of — I beverage I r ze3o o48 non—olcoho be e o e soles area _ ., z s NACKs -E[ S-0, _ 1 4 3D 1C A C SEASONAL zD 4D \ \ 6' 3,170 SO FT u I 4' a 6 8' Y 0' 9 a' 8' B 4'-0. B' Toys 8' g' \ \ O l N 05 O6 P"P D7 OB 09 Z W T Fr m 8 Wall o es 0 n K 1 0 ,0 I r, 0 0 0. O I _ In OI Dec.' eco — w r el I—. APP" O It o z s w Of — c I I-- \ 9' 6 1 4' DINING — 3 0 _ / U1 02 03 09 � - `� D3 07 c0 Z FURNITURE —- w"n De""r _ — \ wEke \1 \ \ \ 883 SO FT oz o9 06 DB cw E o w SALES AREA \\ - 102 \ \ _ World This Week 242- SO FT ILI) , Yll^B 4 0 50 4_6 O � O - - CD W 'd' x r H J m s2a n e 1 Lp k a 1 Rck-U \`\ 3._0. -6 w 9 9J ZI fli $ SZ BJ If flf CC ' STIBU A.D.A. 9\ t'_D. \ \� Oj o 4-104'm m p4-8 4 m m m 4 - I \ i - C+ a - a w'Y 4'-7' 34'-2 3/4- / In N t to 5B \\` 4'-6' rB 3B I Q RECEIVING AREA 104 WB 18 WB f9l SI eM y ZO BM f0 9M M BM SO BM y 90 8A C 6M 90 BM 6D BM 01 flM I I flM ZI BM CI BM YI&M Picnic 4 L—h D'sc pinnmrore Hutch N�'9s Klchen iert2es CaaAnare Cookxae d n� �4 13'-4' 16'-0" r —4 4—0 2 ' I _S.TCREMNL GLASS ! sal. oD G_q22 V �A �s.7P CLEAR INTERIOR DIMENSION SCALE: 1/16" BED BATH & B' , ,- YOND #487 621 LYANOUGH ROAD , 132 STE , HYANNIS , MA . STORAGE RACKS & GON D )LA INSTALLATION GENERAL NOTES PROJECT DIRECTORY PROJECT DATA SCHEDULE OF DOCUMENTS _ OWNERSHIP TENANT OCCUPANCY TYPE: GENERAL 02-0193 TITLE SHEET "YPE OF CONSTRUCTION: --- STRUCTURAL CONSULTANTS SCOPE OF WORK --- ---- - ----- STRUCTURAL ENGINEER 1 . INSTALLATION OF MATERIAL HANDLING EQUIPMENT IN AN SEIZMIC MATERIAL HANDLING ENGINEERING, INC. EXISTING BUILDING. 161 ATLANTIC STREET POMONA, CA 91768 TEL: (909) 869-0989 • FAX: (909) 869-0981 ATTN: SAL FATEEN JURISDICTIONAL AUTHORITIES BUILDING DEPARTMENT �� tN SEIZMIC MATERIAL HANDLING ENGINEERING 161 Atlantic Street F �� EST. 1985 Pomona,CA 91768 96 L Tel.(909)869-0989•(909)869-0981 4 � TYPE: DRAWN BY: V.L. DATE:02/01/02 t LAST REV.BY: DATE: CALIFORNIA CONTRACTORS --— LICENSE NO.665374 APRV'D BY:SAL E. FATEEN SCALE: N.T.S. D#SCRIPTION TABLE OF CONTENTS ADDRESS DRAWING NUMBER - BED BATH & BEYOND #487 621 LYANOUGH ROAD, STE. 132 02-0193 HYANNIS, MA. V-B 1 1/8" 1 1/4" TYP. 6 7 GA op 4 5 1/8" V 1 11/4„ C TYP. 2" TYP 1/8" V 11/4" TYP. 3"APPROX. " I O4 7/16"0 RIVETS 3"APPROX. AISI C1018 V-A SIM. 4 4 1 2 3 O-ATYPICAL BRACING TO COLUMN CONNECTION GENERAL CONFIGURATION O-BTYPICAL BEAM TO COLUMN CONNECTION TYP:>1/8" 2-3/8" NOTES: 1/8"V3 3/16X, TYP. SAFETY CLIP 1. STORAGE RACK DESIGNED PER SECTION 1610.4.1 OF THE 5 96"&48 24' 2. STORAGBOCA E CAPACITY:500#PER LEVEL 1 3/4"� 3/4" � 1 5/8"* _ 3. ASTM A570 FOR SHAPE Fy=50,000 PSI GRADE 50 1 II 3/411 - - - - - - — 4. ALL BOLTS A307(UNLESS NOTED) 20' 5. ANCHORS HILTI KWIK BOLT II ICBO#4627 OR APPROVED ® — EQUAL. 3 3/16" 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR N. 2" 146 36" 42 7. CONCRETEINSTALLATI 4"THICK x 2,000 PSI 6 i 8. SOIL BEARING PRESSURE 1,000 PSF - - - - - 16„ 2" 144" + -- 144" 42 16" I ' 6 56" 4211 7 GA 7/16"0 RIVET - 3' AISI C1018 FRONT VIEW 711 SIDE VIEW 6 CONNECTOR 5 BEAM STORAGE RACK ELEVATIONS 2 1/2" . EMBEDMENT 1/8" 23/4," TYP. 3�8 11 3/8"THK - - - 1" 2 REQ'D PER BASE PLATE ATTACH IN OPPOSITE CORNERS y-' 1 COLUMN { 1 1/2" { 311 0 9/16 1 3" 511 I I - 12 GA I 1 + 3 3/8"0 ANCHOR 1 1/2" SEIZMIC 2 311 BASE PLATE 2 a SEIZMIC MATERIAL HANDLING CONCRETE : 161NING Atlantic RStreet 1/811 21 TYP: -- . EST. 1985 Pomona,CA 91768 " 14 GA Ca . Tel.(909)869-0989•(909)869-0981 - 5"-- 1" TYP °. v .a 2'1/2"a AAIV. EMB. 9 i 7„ V / ,�. TYPE:RAPID RACK DRAWN BY: V.L. DATE:02/01/02 °. ° V :` !' V I -/t,• CALIFORNIA LAST REV.BY: DATE: ;a ' I CONTRACTORS ' LICENSE NO.665374 APRVD BY:SAL E. FATEEN SCALE: N.T.S. DESCRIPTION STORAGE RACK DETAILS SOIL Z BASE PLATE ADDRESS DRAWING NUMBER BED BATH & BEYOND #487 1 COLUMN 3 ANCHOR 4 HORIZONTAL & DIAGONAL BRACING 621 LYANouGH ROAD, sTE. 132 02-0193A HYANNIS, MA. 6 TURN BUCKLE #10-24 RIGHT #10-24 LEFT #46291 HAND THREAD HAND THREAD 4A STEEL WIRE MESH IIIII II it I III .135"0-2"X2" 7 E E BOLT 9 DA. STEEL WIRE �nj< 4B (.150"0) 00 V-A y 2-9/16" 1-1/2" 3-9/16" 1-5/8 2-1/8 5 1-1 7/16"0 9/16" /16" 7/16"0 x, ol 2 i 1 Iil i II IIIII III III 2" WELDED 3-1/8" SHELF CLIP < WELDED W JOINING BAR 48" 2 3 5 TURN BUCKLE 6 SHELF 7 SWAY BRACE fl-B GENERAL CONFIGURATION STEEL WIRE MESH NOTES: .135"0 2"X2" 1. LIGHT DUTY STORAGE RACKS DESIGNED PER SECTION 1,610.4.1 OF THE 1996 BOCA CODE,Aa=0.2. 2. STORAGE CAPACITY: 24"UNITS=64#PER SHELF TYPE A TYPE Al TYPE A2 18"UNITS=48#PER SHELF 12"UNITS=32#PER SHELF 000 48" 24" 12" 8'� 4. ALL BOLTS A307(UNLESS NOTED 3. ASTM A500 FOR SHAPE Fy=50,000 PSI GRADE 50 * 5. ANCHORS HILTI KWIK BOLT 111 CBO#4627 OR APPROVED 1 _ __ _ _= EQUAL. 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION - - -- 7. CONCRETE 4"THICK x 2,000 PSI -- 8. SOIL BEARING PRESSURE 1,0.00 PSF 2" 144 144 - 144 144 120" __= 120" = 120" 112" 12 TYP. = 12" TYP. = 12" TYP. -- 12" TYP. 2„ — FRONT VIEW 4„ SIDE VIEW 4„ SIDE VIEW 4„ SIDE VIEW 411 V- SIDE PANEL STORAGE RACK ELEVATIONS 2" MIN. EMBEDMENT 1/4" 1/8"THK. 1/8" YP. 16, 1 2 REO'D PER BASE PLATE 1 COLUMN (TYP. STEEL ROD 4A 5/8" 24 7/8"LONG ; 1 1/4 2 1 SEIZMIC 1 5/8 0 ANCHOR 1/2" 3/8"0 HOLE BASE PLATE 2 3 1/4" 1 �� SEIZMIC mfl MATERIAL HANDLING r' 161NGINEE Atlant c ENG CONCRETE Street 68 v .406 0 STEEL ROD 4B ' AL y� EST. 1985 Tel.(909)869-0989 CA (917 869-0981 35 7/8 LONG 968 TYP. 'e e 2. DIN' EMB: v v �',�► TYPE:WIRE WELD DRAWN BY: V.L. DATE:02/01/02 e. e v. e d v • , 1,�� CALIFORNIA LAST REV.BY: DATE: W99 CONTRACTORS LICENSE NO.665374 APRV D BY:SAL E. FATEEN SCALE: N.T.S. DESCRIPTION LIGHT DUTY STORAGE FIXTURE DETAILS SOIL . 2 BASE PLATE 4A HORIZONTAL BRACING ADDRESS DRAWING NUMBER BED BATH.& BEYOND #487 1 COLUMN 31 ANCHOR 01 4B DIAGONAL BRACING 621 LYANOUGH ROAD, STE. 132 02-0193B HYANNIS, MA. PART NO. DWG NO. RA-1509 PART NO. DWG NO. RA-1527 PART NO. DWG NO, RA-1519 PART NO. OWG NO. RA-1569 AP�IXX DESCRIPTION ANGLE POST HEAVY DUTY DESCRIPTION DOUBLE RIVET CHANNEL BEAM _ XX IMATERIALION DOUBAE�11�16"ASTMOA 569 PROFILE DESCRIPTION ROLLED. STEEL 1T MATERIAL 14 GA. (0747) ASTM A 569 HOT ROLLED STEEL 1M MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL DR� MATERIAL 14 GA. ASTM A 569 HOT ROLLED STEEL DRUP 11 __ -1.-d- NOTES: (UNLESS OTHERWISE SPECIFIED) 1. INSTALL 3 TT (TIE PLATE) PER SIDE BY SIDE UNIT, 1 0 APPROX 6" FROM BOTTOM OF UNIT, 1 ® APPROX 6" FROM TOP OF UNIT, & 1 1 7/8" ® APPROX MIDDLE OF UNIT. --24"-- --24"-- 1 1/8-� 1 7/8" _ 2-5 + 1 1/2" 2 3/4" 1 1/2" 2 1/4" 1 1/2" I I I (-2 3/8"-I I � PART NO. DWG NO. RA-1517 PrA�RTWNO. DWG NO. RA-1568 PART NO. DWG N0. RA-1536 RA-1537 PART NO. DWG NO. NONE DESCRIPTDRDXX MATERIAL ION 14 GA.DOUBLE (.0747)R BEAAM STM A 569 HOT ROLLED STEEL 1 SM MATERIAL ION 114 SUP(OR 47) ASTM A 569 HOT ROLLED STEEL FP D_FPSR/L DESCRIPTION FOOT PLATE DOUBLE & SINGLE R L DESCRIPTION WEDGE ANCHOR BOLT GA._ MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL MATERIAL SEE BELOW MOTES: (UNLESS OTHERWISE SPECIFIED) NOTES: (UNLESS OTHERWISE SPECIFIED) 1. ANCHOR FOOT PLATE TO FLOOR WITH A 01/4 x 3" LONG IMBEDMENT 1. ALL ANCHORS TO BE "HILTI KWIK BOLT 11" OR EQUAL. ANCHOR BOLT. (SEE ANCHOR BOLT DETAIL) 2. USE TO ANCHOR PALLET RACK AND FIXED UNITS TO BUILDING FLOOR. 2. TYPICAL (2) ANCHORS PER DOUBLE FOOTPLATE. APPLICATION PART NO. "A" "B" IMBEDMENT AP OR APH AP OR SHELVING WA-325 01/4 3" 2" --.-�1 1/8" APH PALLET RACK WA-425 01/2 4 1/4" 3 1/4" 45' BY OTHERS 03/8" I o I 2 1/2" I ( I D I �c II ,iIle 2 3/4~ II 3/8" T FASTEN WITH 1/4 x 1" LONG ,ALL PLUS. »A TEK SCREW PART NO. DWG NO. RB-1566 PART NO. DWG NO. RA-1565 PART NO. DWG NO. IRA-1548 PART No. DWG NO. RA-1574 Zrr�7 DESCRIPTION Z BEAM TIE SUPPORT r�nw DESCRIPTION TEE POST w DESCRIPTION DOUBLE RIVET "Z" BEAM DESCRIPTION NO. 225 SLOTTED ANGLE [�11•7 MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL 1 rM MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL DRBZ'M MATERIAL 14 GA. (.0747) ASTM A 569 HOT ROLLED STEEL 225- MATFRIA1 112 GA. (.1046) ASTM A 569 HOT ROLLED STEEL 1 1/2" 19 1 — 3/4"-1 1 7/1 s"-1 - + + + + + + + + + + + „ + I I + + I 5/8" 1 1/2 3» ----� 1 1/2" PART NO. IDWG NO. RA-1531 iI I DESCRIPTION SLOTTED ANGLE CLEAT L R ; t ;DRSACL/R 2 1/4" + 2 1/4" MATERIAL 14 GA. (.0747) ASTM 569 HOT ROLLED STEEL 7/8" a v v o (2.88) 3 0 m (1.500) Pnaaen NM roe 14421 Bo nelli Street (2") + + I Bed Bath & Beyond " ' City of Industry. CA 91746 + . Tel: (626) 333—RACK o ( ) a Rapid Rack Industries, Inc.' FAX: 626 333-3301 APPROVALS DATE �mt y 1/2„ I k 1 1/2„ C RG 0/12/0 ADDED (DRSACL/R) °fir"R.GONZALEZ 8/18/00 I r�B JC 9/28/00 ADDED NOTE NO. 2 ON FOOTPLATE DETAIL PAR 1 DETAILS This drawing (or print) is the property of A RG 8/18/00 INITIAL RELEASE OiOR Rapid Rack Industries, Inc. and shall not _ _ p be traced. photographed. or reproduced o REV BY DATE DESCRIPTION APP"OYM in any manner, nor used for any purpose ('� whatsoever except by written permission 2' o .o D O 1�_� v REVISIONS of Rapid Rock Industries, Inc. SC AU 3/8" = 1' —L 1 OF 1 STARTER UNIT QTY: ADD-ON UNIT QTy: SI'1Rm UNIT QTY: ADD-ON UNIT Q7'Y: STAR= UNIT QW: MD-ON UNIT QTY: BrARM UNl7 QTY: ADD-ON UNIT QTY: 'UW 1 (12'z 48'z 241 •DW 1 (12':46"z 24') 'UW or (12' :48" :24") "UNIT 02' (12': 46" : U") "UNIT 6" (12' z 96' z 24') `UNI 6" (12' z 96" z 24") 'UNIT 06' (12' z 48"z 24') 'um 06" (12' 1 48" z 24') ID PART NUMBER QTY ID PART NOMBER Qw ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 BB DRBZ48 4 BB DRBZ48 4 BB DRBZ-48 18 BB DRBZ-48 18 BB DRC96 18 88 DRC96 1s BB DRBZ-48 18 BB DRBZ-48 18 CC DRBZ24 10 CC DRBZ24 10 CC DRBZ-24 18 CC DRBZ-24 18 CC DRB24 18 CC DRB24 18 CC DRBZ-24 18 CC DRBZ-24 18 DD DRBLP48 t8 DD DRBLP48 18 DD P84824 9 DO PM24 9 DD TS24 9 DO TS24 9 DO PW24 9 DO P04824 9 EE P09624 11 EE PB9624 11 EE PB9624 9 EE P89624 1-9 — TYP M BB EE TYP TYP M CC TYP BB DD TYP M CC TYP TYP M BB EE DD TYP TYP M CC TYP TYP AA 8B DO rn'M - - O CC TYP -7 9 OPEN HOLES 13 OPEN 20%8` 3 OPE 24 ,/2" �- 1/2' \19 3/4' 11 OPEN 19 1 i 22 13 OPEN 20 3/8` 22 1/2` OPEN 38' HOLES CLEAR HOLES I CLEAR HOLES � HOLES CLEAR 9 OPEN HOLES HOLES —1- -{ -L- I10 OPEN �- 15 1/2" 17 OPEN 26 3/8" 7 OPE 28 1/2' HOLES 9 OPEN HOLES CLEAR HOLES CLEAR HOLES 10 OPEN 17 OPEN 2ES CLEAR' 28 I1/2" _T OPEN 22 4 HOLES _ L. 9 OPEN HOLES HOLES 36 8 OPEN 8 OPEN 15" - �- f HOLES �- HOLES 15" 144" 14` 144 � 144` HOLES10 TYP 15T4' 1g' HOLES � CLEAR. 8 OPEN HOLES 8 OPEN 12 7/8" 8 OPEN 7- HOLES —CL7E-AR HOLES t5` �9 1/4` 144" HOLES 12 7/ 15 6 OPEN HOLES OPEN 34 1/2" 8 OPEN I 8 OPEN 15' CLEAR -_T - }' HOLES HOLES HOLES 12" 8 OPEN 12" 15` 8 OPEN HOLES HOLES 8 OPEN 8 OPEN 15' _T T_ B OPEN 8 OPEN HOLES CLEAR HOLES HOLES � HOLES t5 21 8 OPEN 8 OPEN 15• 8 OPEN -t 8 OPEN HOLES OPEN 34 1/2' HOLES HOLES 19 OPEN 28 3/4' 311 2' HOLES 15 HOLES HOLES CLEAR -�- 8 OPEN 8 OPEN 8 OPEN 15' 15" 8 OPEN HOLES HOLES HOLES HOLES -L —48 1/2'—I -I 24 1/2`1- I-48 1/2`-1 -I 24 1/2"I- 96 1/2` I -I 24 1/2"I- I---48 1/2--I -I 24 1/2"I- 14421 BonaD! 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(ON) sss-RAas � UNIT 05 ELEVATION ffiffr.1: (.1 %-RACE � UNIT OB ELEVATION .a FAX 62e ss9-ssD1 FAX 626 S&9-5901 PIC. 528 SSS-S3o1 www rapldnok aam D11L R0: BBB-Ol RaP: A 1 10 01 www npldnok.00m M IM BBB-OE REV: fi 9 22 00 --- W"repfdrack.oam DMV.W_ BBB-05 REM: I 1 10 O1 www.repldrack.00m DOM W_ BBB-06 REV: 9 22 00 STAMM UNIT QTY: ADD-ON UNIT WY: STARTER UNIT QTY: ADD-ON UNIT QTY: STARM UNIT_ QrY: ADD-ON UNIT QTY: BTARM UN17 QTY: ADD-ON UNIT QTY: 'UNIT 7' (12' z 48" z 18') 'UNTr 7" (12' z 48" z IS') 'UNIr 8_(12' z 48" z 18') 'UNIT S" (12' z 48' z 18") 'UNIT 9' (12' z 96" z 24') '1INIT 9' (12' z 96' z 24") 'UNrr 10' (12'z 48" z 24') 'UMT 10' (12' z 48" z 24') ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QrY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTT ID PART NUMBER 47'Y ID PART NUMBER QTY M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 AA TP12 2 AA APH12 4 M TP12 2 8B DRBZ48 4 8 4 BB DRC96 DRBZ-48 4 BB DRBZ48 4 BB DRBZ48 12 BB DRC96 12 8B DRBZ-48 10 BB DRBZ-48 10 CC DR8Z18 10 CC ORBX-18 10 CC DR8Z18 10 CC DRBZ18 10 CC DR824 14 CC DRB24 14 CC DRBZ-24 10 CC DRBZ DD -24 10 DRBLP48 22 DD DRBLP48 22 DO DRBLP48 16 DD DRBLP48 16 DD TS24 6 DD TS24 6 OD P84824 5 DD P84824 5 EE P84818 13 EE PB4818 13 EE PB4818 10 EE PB4818 10 EE P89624 6 EE P69624 6 TYP M TYP M CC TYP TYPITYP M BB EE �-(\ TYP"MCC TYP �0" DD TYP TYP M CC TYP TYP M BB DD TYP M CC TYP BB EE ' 6 OPEN 9 OPE 1 3 8" 6 OPEN 22 � HOLES CLEAR 12 OPEN 2 OPE 21" HOLES DO EE TYP OPEN 36 22 � HOLES OLES / 23 OPEN 3 OPE 37 1 HO 9 OPE OPEN _ 38 35 3 8" HOLES OLES /2` 6 OPEN DD EE TYPHOLES OLE HOLES 13 OPEN 3 OPE 22 1/2' 6 OPEN 9 OPEN HOLES OLES HOLES HOLES 6 OPEN 22 HOLES OPEN 36` 15 1 22 13 OPEN 19 3 4 _ HOLE 9 OPEN /2" OPEN 36` / 3 OPE 22 1/2" 18 OPEN 27 7/8 8 OPE 6 OPEN HOLES CLEAR TYP O E HOLES CLEAR OLES HOLES OLES � t44' HOLES 4 I 144" 8 OPEN � 144�IS 1/4" 1 � 144" L ..� -IF- t1' 8 OPEN HOLES 0 OPEN 0 OPE 18' 15 7 8 10 OPEN 0 OPE CHAR HOLES 21 CLEAR HOLES OLES CLEAR• HOLES OLES 18" 6 OPEN / 8 OPEN 21 -1- HOLES OPEN 34 1 2` HOLES OPEN 34 1/2` I HO HOLE 7 OPE 28 1 Y 6 OPEN 8 OPEN 14` / 7 OPE 26 1/2 HOLES OLES OLES HOLES CLEAR TYP 8 OPEN g t/y 35 OPEN 54 1/4' 35 OPEN 53 3/8' HOLES --7 CLEAR 21 8 OPEN I 21 HOLES CLEAR HOLES H OP OPEN 34 1/2` HOLES EN 34 1/2` 7 OPE 28 1/2" HO LE 7 0PE 28 1/2" --- ENI BB EE N BB EE HOL N OLE OLES OLES ES (-48 1/2"-.I 18 1/2"-1 I- I-48 1/2"—I 18 1/2"-I I- ( 96 1/2" I -I 24 1/2"1- 1--48 1/2'—I -I 24 1/2-1- co V 1441!O a 1�p rW 9twet� I IM)1)CT a 41 t 4421 Bonel1l Street PR IAM. 14421 BanaW Street PR01ER Tel: (626) s93-RAcc UNIT 07 ELEVATION 11"111110111111r.3: (62e Cd Wootry, CA 91746T _ awl �° ' j aty at Industry,CA 9174E at PRDAOL7 rAx 628 SSS-9501 Ts M. t626; ss9-ssm UNFI' 08 ELEVATION T.1: (62e) s9s-RAcaL MA UNIT 09 ELEVATION I: (e26) 333-RAac UNIT 10 ELEVATION rAX (00) 669-9901 ( ) N www.repldrack.00m DIG.Rou BBB-07 REV: A 1 !0 Ol www.rapldrack.c m DIG.W. BBB-06 REV: A 1 10 01 www.rapldreak.com DIC N0: BBB-09 Rti'V: d 1 10 Ol rw : np dnok.oam DIIQ W.BBB-10 R$v: A PM 1 10 Ol O P110W NIX Joe 14421 Bonelli Street A City of Industry, CA 91746 Bed Bath &-Beyond RAPID w D RAC TeL 626 333-RACK o FAX: �626) 333-3301 o APPROVALS DATE Rapid Rock Industries. Inc. TMZ N 0""R.GONZALEZ 11/20/0 UNIT B RG 1/10/01 CHANGES MADE PER RED LINES aeaan UNIT T ELEVATIONS w This drawing (or print) is the property of A RG 1/20/0 INITIAL RELEASE O10R Rapid Rack Industries, Inc, and shall not REV BY DATE DESCRIPTION srRno�n �in traanycm nnerrtonorrphed. or used reproducedfor anypurposeY7/8". whatsoever except by written permission =__ 1' EO1 B_._.__.... -_-.__.__- --_._�._ �._.. REVISIONS of Rapid Rock Industries. Inc. a� 1 OF 1 cad - 0 c 0 T3 U STARTHR UNIT QTY: ADD-ON UNIT QTY: STARTER UNIT QrY: ADD-ON UNIT QTY: STARTER UNIT QTY: STAR= UNIT QTY: BTARM UNIT QTY: ADD-ON UNIT QrY: "UW II'(Ir z W z U) 'UM 11'(Il'i W z W) 'UNIT 12" (12' z 48" z 24') 'UNIT 12" (12' z 48" z 24') "18Or 14 (IE' z 48' z 24') 'UNIT 14 (18'Y 48' z 24') "UNIT 15" (12, z i0"z 48') "UM la' (12':_96" z 4E") ID PART NUABER QrY ID PART NUIIDER QTY ID PARE' NUMBER QTY ID PART NUMBER QTYF ID PART NUMBER QTY ID PAR NUMBER Q!Y ID PART NUMBER QTY ID PART NUMBER qTY M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 88 DRC96 18 Be DRC96 18 Be DRBZ-48 10 Be DRBZ-48 10 BB DRBZ-48 18 Be DRBZ-48 18 BB DRC96 10 Be DRC96 10 CC DRB24 18 CC DR824 18 CC DRBZ-24 10 CC DRBZ-24 10 CC DRBZ-24 18 CC DRBZ-24 18 CC DR848 10 CC DRB48 10 DD 9 DD 9 DD PB4824 5 DO PB4824 5 DO P84824 9 DD PB4824 9 DD TS48 5 DO TS48 5 EE P8962B962 4 9 EE P8962B962 4 9 EE PB9648 5 EE PB9648 5 DD TYP AA Be EE TYP M CC TYP TYP AA Be DD AA CC TYP TYP AA BB DD TYP AA CC TYP TYP AA 88 EE TYP AA CC TYP DD TYP 9 OPEN T_ _T __T _ HOLES 21 7/8" 14 OPEN 24 15 OPEN 23 3 8 HOLES 29 OPEN 44 3/8' CLEART HOLES HOMES C i" 9 OPEN HOLES CLEAR T— 10 OPEN f 2CLEAR• 18 OPEN 27 HOLES _L � HOLES 4 24 OPEN 36 7/8` __THOLES CLEAR 10 OPEN 15 OPEN 23 3/8" 5 1/2- 8 OPEN 15" HOLES HOLES CLEAR HOLES --' -- 144" 14t• -� 144, _T 10 OPEN -� HOLES 12 7/8` t5• 1 .4' HOLES -� CLEAR 14 OPEN 21 7/8" 24' 39" 10 OPEN HOLES CLEAR HOLES 15• 24 ES 36 EAR HOLES HOLES CLEAR 8 OPEN 15 HOLES 10 OPEN HOLES 28 OPEN 42 7/8" 45" 8 OPEN 15" HOLES CLEAR HOLES 23 OPEN 35 3/ ` 37 1/2" 10 OPEN 15 1/4" 18" 15• CLEAR HOLES CLEAR HOLES N 1 ' 96 1/2" I -I 24 1/2"I- 1-48 1/2"—I -I 24 1/2 (- I-48 1/2"--I -I 24 1/2`I- I 96 1/2' I I-48 1/2"—' 14421 BmeW Street FRWKT: 1"21 BoneW Street PRORLT, 14421 Bosom Street PRU LT. 1 r city d toduetry.CA 0174e r aty d Industry,CA 91748 I at d 14421 BenWi Street tfeomT r` T-1: (am) =-RACK � UNIT 11 ELEVATION I Tel: (M; =-RACK ' UNIT 12, 54 ELEVATION *.I: =Z-�R�t�cic� � UNIT_14 ELEVATION aTd(e2e". �� mu MWA ., W. 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BBB-12 RSV: A 1 l0 01 www raPidmak.00m via NO.:BBB-14 RSV: 9 22 00gap www npldraak.00m DIO.ND: BBB-16 RSV: A JUM 1 1O 01 tTTARIBR UNIT QTY: ADD-ON UNIT 07'Y: 8TARTEB UNIT QTY: ADD-ON UNIT QTY: STARTER UNIT QTY: ADD-ON UNIT QrY: STARTER UNIT QrY: ADD-ON UNIT QTT: 'UNrr 16' (Ir z 96" z 24') ' _ 16' 12' z 96" z 24') "UIOT 17' (il' it 48' z 24') 'UNIT 17' (It'z 48" z 24") 'm W(IY z N*r U') "UW Ir(Ir z W z 24') 'UHR 19(12' z 48" z 240) 'UKrr 19 (12' z 48" z ID PART NUMBER QrY ID I PART NUI4BER QTY ID PART NUMBER QrY ID PART NUMBN7t QTY ID PART NUMBER TY Q ID PART NUMBER QrY ID PART NUMBER Off ID PART Nu BER QTY M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M _ TP12 2 Be DRC98 8 Be DRC96 8 Be DRBZ48 8 Be DRBZ48 8 Be DRC96 12 Be DRC96 12 Be DRBZ-48 14 8B DRBZ-48 14 CC DRB24 8 CC DRB24 8 CC DRBZ24 10 CC DRBZ24 10 CC DRB24 12 CC DRB24 12 CC DR8?-24 14 CC DRBZ-24 14 OD TS24 4 DD TS24 4 DD P84824 4 00 PB4824 4 DD TS24 6 DD T524 6 DD PB4824 7 DD P84824 7 EE PB9624 4 EE PB9624 4 EE P89624 6 EE P89624 6 DD TYP TYP M BB EE �Typ TYP M CC TYP TYP M Be EE TYP M CC TYP M Be EE TYP M CC TYP TYP M Be DD TYP M PTYP p I16 OPEN 15 OPEN 42 1/4" HOLES HOLES 28 OPEN CLEAR 28 OPEN 42 3/4" 8 OPE 45' HOLES HOLES CLEAR OLES I _� 16 OPEN 5 OPEN 23 3/8 25 1/2` _T �� HOLES HOLES E ___ 25 1/2. 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OPEN � 13 OPEN HOLES MOLES _T _T - -16 OPEN 24 1/4` 27• HOLES CLEAR 13 30 OPEN 45 1/4" 48" 30 OPEN 45 3/4. 30 OPE 48' OLESEN 11 CLEAR CLEAR HOLES OLES _ 20 OPEN 3 1/4" I HOMES CLEAR 33 13 OPEN 20 3/8" 22 1/2- HOLES �L CLEAR 96 1/2" I --I24 1/2"I-- I-48 1/2 ( -I 24 1/2"I- 96 1/2" I ! -)24 1/2-1- 1-48 1/2'_� __T 24 1/2` - I H Q Cl) 00 V - O 14421 Bonew street PWJWr. 14421 Boae111 Street PNWILT. «- city d indwrb7, CA 9174e � Street� P901NLT. 14421 Bon-Di BtrsM PIIDINCI city d Lodonew St 91716low 1fM ' Tel: ((ez6 8s8-RACH Talc 1 city d Indoe/ry, CA 91716 rAx ( � sss-sw1 UNIT 18 ELEVATION r.l e26 sss-RACE mil UNIT 18 ELEVATION T.1 62O 9ss-RACE TA � ; _ UNIT 17 ELEVATION Tom. � ; �s-Rt� 11et FAX ��; �9-s9o1 UNIT 19,34,38 ELEVATION N wwwsePldreok.00m Orr`ND.:BBB-1Q REV:A 2 12 Ol nX. 626 s9s-dwiWok bodupbfts Am www.repidnok.com DIC.N0.BBB-17 R6V: 9 22 00 www.repldreok.oam DIR ND.: BBB-18 REV: A 1 10 01 www.npidrack.com N0: BBB-19 RKV: 9 22 DO 4421 Bonelli Street o proW ho 1 ras III A A City of Indust Bed Bath & Beyond a FAX: M6) 333 33011 46 Tel: 626 333-RACK o APPROVALS DATE Ro id Rack Industries, Inc. Will ui a"R.GONZALEZ 1/20/0 ro B RG 1/10/01 CHANGES MADE PER RED LINES """® UNIT ELEVATIONS m This drawing (or print) is the property of O A RG 11/20/00 INITIAL RELEASE O10P Rapid Rack Industries, Inc. and shall not a be traced, photographed, or reproducedREV REV BY DATE DESCRIPTION APA10 in any manner, nor used for any purpose Crwhatsoever except by written permission b1 03T + O REVISIONS of Rapid Rock Industries, Inc. arxE 3/8" = 1' 9w 1 OF 1 0 c l O 0 STARTER UNIT QTY: ADD-ON UNIT QTY: STARTER UNIT QTY: ADD-ON UNrr QTY: STARTER UNrr QTY: ADD-ON UNfr QIY: SMARTER UNIT _QTY: ADD-ON UNIT QI'Y: 'UNIT 20" (12' z 96" z 24') 'UNIT 20" (12' z 98' z 24') 'UM 21 (W z 48'z E4') 'UNIT 21 (12' z 48" z 24') 'UNIT 22" (12' z 48" z 24") 'M 22"(12' z 48'z 24') 'U1QT 21' (lE'z 98'z E4') 'UMT Ea' (lE' z 96' z PA') ID PART NUMBER QTY M PART NUMBER QTY ID PART NUMBER QrY ID PART NUMBER qff ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER ) ID PART NUMBER q? M APH12 4 M TP12 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 AA APH12 4 M TP12 2 Be DRC96 10 Be DRC96 10 Be DRBZ48 10 B8 DRBZ48 10 Be DRBZ48 4 Be DRBZ48 4 BB DRC96 14 Be DRC96 14 CC DR824 10 CC DR824 10 CC DRBZ24 10 CC DRBZ24 10 CC DRBZ24 4 CC DRBZ24 4 CC DRB24 16 CC DR824 16 DD TS24 5 DO TS24 5 DD PB4824 5-1 DO PB4824 -5-1 DO DRBLP48 8 DD DRBLP48 8 DO TS24 7 DD TS24 7 EE PB9624 5 EE PB9624 5 EE - 824 6 EE PBM24 8 EE P89624 7 EE PB9624 7 FF DRB48 4 FF DR848 4 GG DR824 8 GG DRB24 8 rTYP 'O Bd EE TYP r TYP �M CC TYP �M Be DO M CC TYP HH HBR-24 22 GG HBR-24 22 � M Be EE M'','°' CC TYP \ AA TYP TYP M CC BB EE H OPEN 0 OPE - 18 OPEN 27 1/4 � 18 OPEN 27 7/8 30" HOLES OLES HOLES CLEAR HOLES 10 OPEN 10 OPEN 0 OPE HOLES HOLES -L OLES 26 OPEN -T 4" 8 OPE 45• 42• 26 OPEN � 4 • 12 OPEN OLES H OPEN 15 1/4' 0 OPE HOLES CLEAR HOLES 39 7/8 2 DD EE HOLES HOLES CLiE-AR OLES H OPEN I 0 OPE 144" �1 14y 11 OPEN HOLES OLES -T 4114 HOLES 144" 10 OPEN 10 OPE 17 OPEN 25 3/4' 28 1/2- 17 OPEN 26 3 8 28 1/2" 7 OPEN 6 OPE HOLES TOLES HOLES CLEAR HOLES 144' HOLES OLES 46- FF 11 OPEN GG 'I HOLES 15 OPE OLES 25 OPEN 37 3/4- 40 1/2- 25 OPEN 38� 2- 1-4- HOLES CLEAR 32 OPEN 48 1/4' 40 1 / 3/8- / HOLES CLEAR HOLES 20 OPEN �L 0 OM PE 33" 15 OPE 25 1/2' FF tTYP GG OLES OLES I 96 1/2- I -- 24 1/2-1- 1-48 1/2*—1 - 24 '1 2 / I- 9 OPEN CC HOLES 17- I 96 1/2- I -I24 1/2-1-EE HOLES _L (—48 1/2"—1 -I 24 1/2-I- 14421 BoneW Street PWAM.. 14421 BoneW Stzwt PW=. 14421 BoneW Street MWP.. Qty d I, Street City d Wmtry, Q 91746 City d hdee4y. CA 91740 - - �, City d to w". CA 9174e 144M BoneW Street PiW6CT. ref. (=2 g;_RACK ' UNIT 20 ELEVATION Tel: (Zj gs-RACE t ( ) ( ) UNIT 21 ELEVATION Tel: (� -� talrt UNIT 22 ELEVATION r l 333-3301 11»t UNIT 23 ELEVATION CA rAx: eEe sea-saol .. rA1e eEe sea-seal . r/a: e2e sea-seal rA1c e2e sss-saol www.repldreok.eom DEC.No:BBB-20 REV: 9 29 00 www.repldreok.00m DEC.W BBB-21 RBA: 9 EE 00 _ www rspidreak.00m DEC.110: BBB-22 RSV: A WL 1 10 01 j ek.00m M.W BBB--29 REV: I 1 10 01 STARTER UNIT QTY: ADD-ON UNIT QI'Y: STARTER UNIT QTY: ADD-ON UNIT QTY: STARTER UNIT QTY: ADD-ON UNIT QTY: STARM UNIT QTY: ADD-ON UNIT QrY: 'UNR 94' (12' z W z 24') '11NR 24"(12'z 96"z 24') 'UMT 25(12' z 48" z 24") -UNIT 25 or z 48- z L4') 'UNIT 28' (12' z 48" z E4') *WM 28' (19' z 48'z 24') -UMT 28" or z 48' z 24") 'UNrr 28' (12' z 48' z E4') ID PART NUMBER QTY ID PART NUMBER QTY M PART NUMBER QIR ID PART NUMBER QfY ID PART NUMBER QI'Y ID PART NUMBER QTY m PART NUMBER QTY --m-7 PART NUMBER QrY AA APH12 4 M TP12 2 AA APH12 4 M TP12 2 AA APH12 4 M TP12 2 AA APH12 4 M TP12 2 Be DRC96 10 Be DRC96 10 Be DRBZ48 10 BB DRBZ48 10 Be DRBZ48 4 BB DRBZ48 4 Be DRBZ48 4 BB DRBZ48 4 CC DRB24 12 CC DR824 12 CC DRBZ24 12 CC DRBZ24 12 CC DRBZ24 4 CC DRBZ24 4 CC DRBZ24 10 CC DRBZ24 10 OD TS24 5 DD TS24 5 DO PB4824 5 DD PB4824 5 DO DRBLP48 8 DD DRBLP48 8 DO DRBLP48 14 DO DRBLP48 14 EE PB9624 5 EE PB9824 5 EE PB4824 5 EE P84824 5 EE P84824 9 EE PB4824 9 FF DRB48 4 FF DRB48 4 GG DRB24 6 GG DR824 8 �O Bd EE OD TYP TIM CC TYP TYP AA Be DO TYP M CC TYP HH HBR-24 18 GG HBR-24 18 _\ M TYP M TYP TYP"AACCTYP T(P M CC BB EE 28 3/4 19 OPEN 19 OPE 31 1/2- 19 OPEN 29 3/8" 19 OPE 31 1/2" BB EE CLEAR HOLES HOLES HOLES CLEAR OLES 12 7/8- 8 OPEN -� 4 __JL_ 12 OPENT CLEAR HOLES -T TT DD EE HOLES T_ OPEN 36' 22 12 OPEN 18 1/4 12 OPE 21` 18 7 11 OPEN HOLES 12 OPEN 8 12 OPE y1' 8 OPE 4 1/2- HOLES DD EE TYP 4 HOLES CLEAR HOLES HOLES CLEAR OLES 11 OPEN OLES 4 � 11 OPEN L � _�- DD EE HOLES � 15 1/4" 10 OPEN 10 OPE 18` 10 OPEN 15 7/8' HOLES 144" CLEAR HOLES HOLES HOLES CLEAR 7 OPEN 28 1/2' 11 OPEN 22 144' OLES OD EE HOLES 11 OPEN OPEN 36" HOLES HOLES 0 OPE 33" 11 OPEN 6 OPE OLES 144" HOLES OLES 42- 144' 8 OPEN 30' DD EE � 11 OPEN HOLES 45 OPEN 87 3/4" 4 45 OPEN OLES - 21 4 HOLES CLEAR HOLES T I OPEN 34 1/2' CLEAR 16 OPEN 25 1/2' 1t OPEN HOLES 3 OPE 37 1/2 FF HOLES CLEAR HOLES OLES 8 OPEN 30' � 6 OPE 42• 11 OPEN OLES " r OLES HOLES _.. -- -- - FF 14 OPEN 19 7/8` GG _� 21 34 1/2" I- - OPEN -96 1/2- I -I 24 1/2-1- 1^48 1/2----I -I 24 1/2.I_ �,)HT;5, - - HOLES I CLEAR 1 t OPEN 17" HOLES U CC BB EE HOLES CLEAR Be EE 2 1/2` 6 OPEN —T- I 48 1/2----l� -1 24 1/2- Q —48 1/2"—I 124 1/2"I- V 0 14421 BoneW Street P9DAILT 14421 BoneW Street PRWpT. 144M Boaelll Street P9QIpT. 144M BoneW Street PROWS City d bAwAry.CA 91746 t City d Iadwtrr. CA 91746 f ar. sss of Wwtry. RAC � City d ma".ery. CA 9174e UNIT 28 ELEVATION r.1 e2e sss-RACE T o UNIT 24 ELEVATION r.l: eEa sss-RAac anrc ( TAY f e2e; sss-ssm b rA1L• �e2e; sas-ss01 UNIT 25 ELEVATION reL ( � 999- t7�c ; UN 28 ATION cV www.npldreek.00m M.E0: BBB-24 REV: 9 29 00 FAM 8E8 a98-sa01 rAL• 8R8 9a.9-SaOI www.npldnel:aom D111 N0. BBB-26 REV: NTC 9 EE t>D www npldnek.eam DIO.110 BBB-28 REV: d om 1 10 Ol www.repldreek.00m M.I10:BRO-28 REV: 9 22 00 o t ioresr Bed Bath & Beyond • • • City of Industry, CAr91t746 - Tel: 626)) 333-RACK a FAX: W6) 333-3301 ri APPROVALS DATE Rapid Rock Industries. Jnc. o TMI Lu Daw"R.GONZALEZ 1/20/0 UNIT m B RG ?/10/01 CHANGES MADE PER RED LINES "` D V 1 V 1 1 ELEVATIONS This drawing (or print) is the property of A RG 1/20/0 INITIAL RELEASE °10" Rapid Rack Industries, Inca and shall not _ be traced, photographed, or reproducedREV a REV BY DATE DESCRIPTION A�eDrm in any manner, nor used for any Purpose nj a+�eea E O 3 B a whatsoever except by written permission V i� a - -- ----- -- -- REVISIONS of Rapid Rack Industries, Inc. srwu 3/8" = 1' snm 1 OF 1 ro 0 c 0 STARTER UNIT QTY: ADD-ON UNIT QTY: 8'TAirm UNIT QTY: ADD-ON UNIT qff: STARTER UNIT qff: ADD-ON UNIT QTY: STARTER UNIT QTY: ADD-ON UNIT QTY_ 'UNIT 32(12' 1 48' : 12-) 'UNIT 32(12'2 46': Is) 'tM 43,7I.a6W(Ir:96'2 245 "OIQT 4I,sI,76,60'(Ir 1 96'r 24') "UNIT 42' (18' : 96' = PA') •UNIT 42' (12' z 96" : 24") 'UNIT as (12' : 46' : 24•) 'UNIT 44 (12' :48" z 24') ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QrY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY M APH12 4 M TP12 2 M APH12 4 M TP12 2 AA APH12 4 M TP12 2 AA APH12 448 AA TP12 2 BB DRBZ48 4 BB DRBZ48 4 BB DRC96 16 BB DRC96 18 BB DRC96 14 8B DRC96 14 BB DRBZ 12 BB DRBZ48 12 CC DRBZ12 10 CC DRBZ12 10 1 CC DRB24 16 CC DRB24 16 CC DR824 14 CC DR824 14 CC DRBZ24 12 CC DRBZ24 12 DO DRBLP48 22 DID DRBLP48 22 DO TS24 8 DO TS24 8 DO T524 7 DD TS24 7 DO P84824 6 DO PM24 6 EE PB4812 13 EE PB4812 13 EE PB9624 8 EE PB9624 8 EE PB9624 7 EE PB9624 7 M TYP TYP M CC TYP TYP M BB EE P rTYP TYP M CC TYP TYP M BB EE C� DD TYP TYP M CC TYP TYP M BB DO TYP M CC TYP tP \ 13 OPEN UU EE TYP 22 36" HOLES 18 OPEN I HOLE13 S HOLES 24 7/8" OPEN _L L- CLEAR HOLES HOLE 12 OPEN 18 1/4" 21" 13 OPEN HOLES CLEAR 1 t" CLEAR 6 HOLES I HOLES 17 OPEN HOLES —L HOLES HOLES OPEN OPEN 22 38w 13 HOLESOPEN 6 OM HOLES HOLES 144" 144" 17 OPEN 144" 14'4- HOLES 8" CLEAR 13 OPEN 1^3 4" 24 1/2• HOLES C 6 O E 20 LEAK P HOLES OPEN 33" _L HOLE 4 17 OPEN HOIOEPS 12 HOLES CLEAR 18 1EAR4' 21' HOLES 6 HOLES I- HOLES OPE 6 HOLES 22 26 3/B' 28 i/2' HOLES OPEN 36. 16 OPEN 27 1/4' 30' 17 OPEN 6 OPE HOLEI A 11 OPEN 16 3/4" 1 OPE 18" HOLES CLEAR LE HOLES CLEAR BB EE HOLES I HOLES CLEAR OLES f 1-48 1/2--"-I 12 1/2•---I 1-- I 96 1/2--1� —I 24 1/2-1— I 96 1/2- I —I 24 1/2"I— I-48 1/2"-1 —1 24 1/2"I— i 14421 Bon&W Street Powsm 14421 BoneUl Street PHWX7'. 144M BoneUl Street Ps01sLT. y, r City of ludodry. CA 0174e R'I�, CRY of Indartr7. C► 917" — City of Indurtry.CA 9174e Tel: (On) 333-RAM TM UNIT 32 ELEVATION r.1 eze �s-RACK ( ? A� rAk (OW) 333-3301 ; UNIT 33,35,43,60 ELEVATION , TOL. (62e ass-RACE TJltt — 14421 whw street PtOQRLT. CRY of Indtrtt7r.G 9174e TAX: 626 333-3301 M. 8 Z-� UNIT 42 ELEVATION � TOL (�) 333-RACE 1� UNIT 44 ELEVATION www.rapldrack oam 010.NO.: BBB-39 R6V: A i o6 Ol www.raptdrack.00m DIO.N9:BBB-33 Rfi': A 1 10 61 -- ck.00m OIr1.N0. BBB-42 RKV. A 1 10 01 r11 ap sss-ssm P8� www.rapldrack.00m DI¢N0:BBB-44 R6V: A bun1 10 11 8TARTXR UNIT qrY: ADD-ON UNIT QTY: BrARTER UNIT QTY: ADD-ON UNIT Q'1'Y: STARTER UNIT QTY: ADD-ON UNIT QTY: STAR7Elt UNIT QYY: ADD-ON UNIT QTY: 'UNIT 46' (12' : 96' : E4') "UNIT 45'(Ir 196'z 24") 'UNIT 47' (12':48" : 24") 'UNIT 47'(12'z 46' : 24') 'UNIT 46(12' : 46': 16•) 'UN1T 46(12' : 48' : 59 'UNIT 49" (12' : 96• : E4') 'UNIT 49' (12' s 96" r 24•) ID PART NUMBER qff ID PART NUMBER qff ID PART NUMBER QTY 1D PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER Q" ID PART NUMBER QTY M APH12 4 M TP12 2 M APH12 4 M TP12 2 AA APH12 4 M TP12 2 M APH12 4 AA TP12 2 BB DRBZ48 16 BB DRBZ48 16 BB DRBZ48 4 BB DRBZ48 4 BB DR8248 4 BB DRBZ48 4 BB DRC96 14 BB DRC96 14 CIC DRBZ24 16 CC - DR848 16 CC DRBZ24 10 CC DRBZ24 10 CC DRBZ18 10 CC DR8Z18 10 CC DRB24 14 CC DRB24 14 Dm PB9624 8 DO P09624 8 DO DRBLP48 6 DD DRBLP48 6 DO DRBLP48 22 DIDDRBLP48 22 DID TS24 7 DO TS24 7 EE PB4824 5 EE P64824 5 EE PB4818 13 EE PB4818 13 EE PB9624 7 EE PB9624 7 M TYP 1YPO BB DD AA CC TYP BB EE TYP AA CC TYP M TYP TYP AA CC TYP TYP AA TYPEE DD TYP IYPOM PTYP —L BB EE \ 13 OPEN 19 3/4' 21 OPEN 17 OPEN HOLES CLEAR HOLES 32 3/8' 22 36' EE DD 5 OPEN � 25 3/4" 28 1/2- _ T CLEAR OPEN HOE 22 36 HOLES CLEAR I DD EE TYP OPEN 13 OPEN HOLES HOLESN HOLES -4 ....HOLES 11• CLEAR 6 OPEN 17 OPEN 19 OPEN 30 1/2- 7--- HOLES HOLES 28 1/2" 13 OPEN HOLES CLEAR 22 I 8 OPEN OPEN 36" HOLES 22 36" HOLES HOLES OPEN �_ -4 6 OPEN 144" ---1 6 OPEN HOLES HOLES 8 OPEN 12 1/4- 15' HOLES CLEAR 8 OPEN 12 7/8" 144' 144- 4144- HOLES CLEAR 1_ HOLES 8 OPEN 23 OPEN 36 1/2" t5" 8 OPEN 5 HOLES CLEAR 21 6 OPEN 20 HOLES HOLES OPEN 34 1/2 HOLES OPEN 33' HOLES 6 OPEN HOLES 12 OPEN 18 7/8 21' HOLES 16 OPEN 8 OPEN HOLES CLEAR HOLES 27" _ -4 23 OPEN HOLES —T HOLES 36 1/2' 21 6 OPEN 22 �- 13 OPEN 19 3 4' CLEAR OPEN 34 1/2' 38' / 22` OLES H OPEN HOLES CLEAR HOLES HOLES 16 OPEN 24 1/4- 27" __1 BB EE EE BB HOLESN HOLES CLEAR I-48 1/2"---I —I24 1/2"I— I-48 1/2--I —I24 1/2-I— I-48 1/2"—I 18 1/2"—I I— I 96 1/2- I -I24 1/2-1 0 1-- Q to 0 O 14of BoneW Street PIYOISCT 14421 BoneW CAStreet917 1NOIST. 14421 BoneDl Street P90JSLr: 14ty� Bone1B Street PHNOM N•1 1 w qy of hudnelry.CA 91746 �' '111 (, N CRy d Ond�trY, C•9174e _ r.1. ((e2e ass-RACE > 3 UNIT 47 ELEVATION at�a(626 sae eAai46 »>1t UNIT 48 ELEVATION t, ref 6PA s33CA-RACK flnt o M. i�3 33s-s3o1 UNIT 45 ELEVATION Irve z Z_� > M- (626) 333-aim ' rA>b (es ) 333-RACK� UNIT 4 E ATION N www rapidnok oom DIC.Na:BBB-4a RBV: I 1 oe 01 www raplareak.00m D96 Na BBB-47 RBv: 9 22 00 J www.rapidrack.00m DIC.ND_BBB-48 RBV: A PWt 1 11 01 j apldnok.com UK In:888-49 RSV: A MMTOe 01 ¢ Bed Bath & Beyond 0 9 O ♦' 14421 Bonelli Street mom"o. ,Cie - - ID , ID i, City of Industry, CA 91746 Tel: 626 333-RACK t? Rapid Rock Industries. Inc. FAX: f 6263 333-3301 APPROVALS DATE nttt m""R.GONZALEZ 1/21/0 B RG 1/10/01 CHANGES MADE PER RED LINES UNIT ELEVATIONS This drawing (or print) is the property of A RG 1/21/0 INITIAL RELEASE O10" Rapid Rack Industries, Inc. and shall not be traced. photographed, or reproduced sat auw.rc my n REV BY DATE DESCRIPTION AP°"0� in arty manner, nor used for any purpose D E O 113 11 m P by permission L REVISIONS of Rop whatsoever eRack except Inc. SCAM 3/8" = 1' sc,r 1 OF 1 Ca c 0 cU 8X=C QrY: NON-93EMC QTY: SX=IC QTY: NON-SEIZIBC QTY: STARTER UNrT QTY: ADD-ON UNIT QTY: f rARTER UNrr QTY: ADD-ON UNIT M. 'UNIT 56' (lY'1 or _ 4a') "UNrr 55" (12' 1 96' : 46') 'UNIT 5s' (l2 1 96' 1 24") -UMr 54, (12' : 9e" 1 84') 'UNIT 50- (W 1 4a• : 24-) 'UNIT 50- (l2'1 48" 1 24") -UNIT 63" (19' 1 96" 1 24') 'UNIT 53' (is' 1 96' 1 24") ID PART NUMBER QrY ID PART NUMBER qff ID PART NUMBER QTY ID PART NUMBER QW ID PART NUMBER Qrr ID PART NUMBER Off ID PART NUMBER QTY ID PART NUMBER Off M 12-48144RS2 2 M 11-48144 2 M 12-24144RS2 2 AA I1-24144 2 M APH12 4 M TP12 2 M APH12 4 M TP12 2 Be IBB1-L96 12 BB IBB1-L98 12 Be IBB1-L96 10 Be IBB1-L96 10 Be DRBZ-48 12 BB DRBZ-48 12 Be DRC96 10 Be DRC96 10 CC PB9648 6 CC P89648 8 CC P99624 5 CC PB9624 5 CC DRBZ-24 12 CC DRBZ-24 12 CC DRB24 10 CC DRB24 10 DD PB4824 6 DO PB4824 6 DID TS24 5 DO TS24 5 EE PB9624 5 EE PB9624 5 BB aM TYP AA TYP(M TYP M ` BB DO CC TYP O Be EE DD TYP TYPM CC TYP A (27 3/8" O.A.) + rHOLES OPEN 24 7/8' 27 1/2. ES CLEAR 96" 98- 29 OPEN 43 3/4' I CC I � I , HOLES CLEAR �� ( 1 1-24'-, OPEN 2CLEAR• 28 1/2" 1 M 16 3/4" 18 ` CLEAR ____LLL M A 1 15 OPEN 22 3/4. 2�2• 14 7/8` CLEAR HOLES CLEAR �Y OPEN 26 3/8- 144" 28 1/2` 144" '--"' CLEAR � . 32 7/8` CLEAR —r 4 14 7/8" CLEAR 14 OPEN 21 1/4- 24- HOLES CLEAR - - _ OPEN 26 3/8' 28 1/2' —1 12 7/8` CLEAR12 7/8- CLEARFS � „ - ------- - - ----------- 144 3/8- 0 144 3/8" t2 7/8" -12 7/8" 28 OPEN 42 1/4' 45" OPEN 26 3/8' HOLES CLEAR ----------- ------ 17 -�--- 17 OP CLEAR Li 28 1/2' - - -- ----- BB — I- I 96 - 24 1/2 /531/4- ti 53 1/4' 48 1/2 - 24 1/2' 1/2• -t- CLEAR CLEAR 14421 Boned Street P9WXT. 14421 Bonelli Street PWJWr 14421 BonelB Street Pawwr. of mdoetry, CA 91746 at oT mdnetry. CA 9174e - 1 Imt UNIT 50 ELEVATION UNIT 55 ELEVATIONT.la(a2es�RA�cil� lntc .l � ; 3s3-RACE ti>t>� UNIT 53 ELEVATION r dty°�(md")i1'y 9174e __ 14421 BoneBl street P90J2LT. "'t' ((°2°) -x"� UNIT 56 ELEVATION www.ra draek.00m D9a W.BBB-50 REV: 9122100 •a wv ate 933-3303 FAX- eta 993-880i ►AL a s 333-3s01 Plwww rapldreok.aam D90.N0:BBB-53 REV: 11 a 00 www.repldreak.0om DNL U0:BBB-55 REV: d 1 11 Ol www.raptdrack.aom 111111 Do.:8BB-5a REV: d 2 ffi 0! SZEWC QTY: NON-SKWC QrY: 'UNIT 57' (12' 1 48' 124') 'UIBr 57' (12'1 48'1 24') 9TARTER UNIT QTY: ADD-ON UNIT QrY: BrARM UNIT QTY: ADD-ON UNIT QTY: STARTER UNIT QTY: ADD-ON UNIT QTY: ID PART NUMBER QTY ID PART NUMBER QTY -UNIT 55" (12' 1 96" 1 24") -UNIT 58" (l2'1 90" 1 24') -UNIT 61 +- (l2'19a-124-) 'UNIT 61 +- (12'z96-XPA-) 'um 6l+- (12,:46' 1 24') 'UlUr 62+' (12' 1 46' 1 24') M 12-24144RS2 2 M It-24144 2 ID PAIR NUMBER QrY ID PART NUMBER QrY ID PART NUMBS QTY m PART NUMBER qff ID PAier NUMBER QrY ID PART NUMBER QrY BB IBB1-L48 10 BB I981-L48 10 M APH12 4 M TP12 2 M APH12 4 AA TP12 2 M APH12 4 M TP12 2 CC PB4824 5 CC PB4824 5 Be DRC96 10 BB DRC96 10 Be DRC96" 10 Be DRC96 10 Be DRBZ-48 10 BB DRBZ-48 10 ' CC DRB24 10 CC DRB24 10 CC DRB24 10 CC DR824 10 CC ORBZ-24 10 CC DRBZ-24 10 DO TS24 15 DD IS24 15 DO TS24 5 DID TS24 5 DD PB4824 5 OD PB4824 5 EE PB9624 5 EE PB9624 5 EE PB9624 5 EE PB9624 5 AA B TYP M Be EE DD TYP TYP AA CC TYP- TYP AA Be EE DD TYP M CC TYP TYP AA BeDD IMP TYP M CC TYP l O 488 �r�--� 15 OPEN 2 3/4• 20 OPE I 0 OPE _T Ilk. 25 1/2• HOLES CLEAR 20 OPEN 30 7/8' HOLES 20 OPEN OLES rr CC I HOLES 33' 30 7/8' 33- I 24"-I CLEAR HOLES CLEAR. 16 3/4' CLEAR 15 OPEN 25 1/2' M HOLES 22 OPE IN ------- -------- 2 OPE - _ / 38" 22 OPEN 33 7/8' 22 OPEN 33 7 8` HOLES HOLES 36' HOLES 1CLF R 144- 8 - t5. HOLES CLEAR HOLES CLEAR 32 7/8' CLEAR HOLES OPEN 144" —1- �1 15" 144" -. HOLES 22 OPEN 22 ES 22 OPEN 2 OPE 12 7/8- CLEAR 14 OPEN 21 1/4• 25 1/2' HOLES 3CLEAR- HOLES 36. HOLES 3C�- OLES 36' --------- ----- 144 HOLES CLEAR 12 7/8' C 22 OPEN 33 1/4 27 OPEN 22 OPEN HOLES CLEAR 34 1/2- HOLES 3CLEAR- HOLES E 36" HOLES22 33 EAR 2 ES Be � CLEAR OLES 53 /4- �L b I 96 1/2- I -I 24 1/21- I 96 1/2- I -124 1/2-1- 1--48 1/2`—I -I 24 1/2-1- TO 8E ANY PROFILE 61 AND OVER TO BE ANY PROFILE 61 AND OVER v b ut 14421 Bonew Street Pif012a „ 14421 Bonelli Street POWW city a!mdaetry"CA 9174e AI y aty of mdoslry"CA 9174e 14421 BoneID Street PADI6Cr 14421 Bonelll street PNWP h city or(> 91746 rAz 626 333-3901 UNIT 58 ELEVATION ra (�� 33s-RACE tf3fJt MISC. UNIT 81 ELEVATION ° !e1 ��; �9-�►� 1 MISC. UNIT 61 ELEVATION TeL (5W) 333-RA UNIT 57 ELEVATION r.I: (az6) ass-9GCI[ ) k atr d maartry. CA 9174e ( ) ��ee rAZ (e2e) 393-9301 rAL• a26 333-3301 !At a$a C-33M LV www.repldreek.oam M.1p.: BBB-57 REV: d 2 22 O1 www.repldraek.com VK 110.: BBB-58 REV: d 1 08 O1 www.rapJdreek.00m DIG.Iq:BBB-61+ REV: 9/29 00 wwwsepldrecic.00m =1p.:BBB-01+ REV: /29 00 o PsAw wa As I 14421 Bonelli Street Bed Bath & Beyond " • • City of Industry, CA 91746 Rapid Rock Industries, inc. FAX: 626 333-3301 Tel: (626) 333-RACK o APPROVALS DATE lntc ( ) !L C RG 2/22/01 REVISED UNITS 56 & 57 Oft'"R.GONZALEZ 1/21/0 T V ro B RG 1/11/01 CHANGES MADE PER RED LINES ` UNIT lv 1 1 ELE A 1mIO S a) This drawing (or print) is the property of A RG 1/21/0 INITIAL RELEASE °10R Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced 0 REV BY DATE DESCRIPTION - AP"1101�5 in any manner, nor used for any purpose D E 5 !t REVISIONS whatsoever except by written permission of Rapid Rack Industries, Inc. $ME 3/8" = 1' scar 1 OF 1 ca 0 c 0 U --- Bairn UNl7 ql'Y: ADD-ON UNrr q9'Y: 'UM es" (12' I ee' 124") 'UW e0'(lie I se'I PA') M PART NUMBER QW m PART NUMBE6 Q11 M APH12 4 M TP12 2 BB DRC96 10 BB DRC96 10 CC DR824 14 CC DRB24 14 DD TS24 5 DO TS24 5 EE PB9624 5 EE PB9624 5 1YPIF BB EE P DD TYP TYP M CC TYP 9 OPEN 9 OPEN 13 1/2" HOLES HOLES --�- 9 OPEN 9 OPEN 16 j/2� HOLES HOLES 10 OPEN 10 OPE 18 HOLES HOLES 8 OPE 30' HOLES 144" 60 OPEN 9 OPE 31 1/2" HOLES OLES 4 H31 1/2" 96 1/2" I - 1 24 1/2-I— 144M Bondll 9troot 1'oOAM r 1 d MY at mcIlm". CA 9174e T.l: UNIT 63 ELEVATION (=) Z:RAQC Amos A FAIL• (e26) 999-9sal T1>ta www.npldreck.com DM LC BBB-63 RKV: 9/29 00 b Q 0 N O Q (V o nartcr w. ioe r r r City of Industry. CA 91746 14421 Bonalli Street Bed Bath & Beyond Industries. Ma Tel: 626)) 333-RACK Ro id Rock APPROVALS DATE FAX: W6) 333-3301 rnuc w 01M"'R.GONZALEZ 1/11/01 CHECKM UNIT ELEVATIONS m This drawing (or print) is the property of A RG 1/11/O1 INITIAL RELEASE e+aR beptraced,k photographed.0 o r reprohdauced t aREV BY DATE DESCRIPTION v'P"O°Eo in any manner, nor used for any Purpose D E O A m whatsoever except by written permission Erz REVISIONS of Rapid Rock Industries, Inc. WAX 3/8" _ 1' sir 1 OF 1 ro 0 c 3 0 C� i y Revisions No Date Description FIXTURE INFORMATION WIRE WELD WIRE WELD TYPE FIXTURES. TYPE „A„ SIZE: 2'D X 4'W X 12,_3„H WIRE WELD TYPE FIXTURES. TYPE "A1 " SIZE:. 1 'D X 4'W X 12,_3„H 1.0 2.0 3.0 3.2 4.0 5.0 WIRE WELD TYPE FIXTURES. TYPE „A2„ EQUIPMENT SIZE: 1 '-6"D X 4'W X 12'-3„H IF-all II WALL TO i I I I DECK ONE ROOF FIXTURE INFORMATION I I I HATCH PROPOSED SPRINKLER RISER RAPID RACK LOCATION 10' RWLSEE ' LADDER I EXIT PLUMBING DWGS) DOOR RAPID RACK STOCK ROOM FIXTURES ELEC. LLU 1 . TYPE „B„ 48 1 /2 D x 96 1 /2" W x 12' H ROOM I e 2. TYPE „C" 24 1 /2" D x 96 1 /2" W x 12' H A,DAPEe A2 A r r A2 A2 I I I 1 A2 3. TYPE „D„ 48 1 /2" D x 48 1 /2" W x 12' H I A2 J A Az 0 2 " ,' _ PRINTS Atc A2 I DWARE A2 RUGS r TOWELS 4. TYPE E 24 1 /2 D x 48 1 /2 W x 12 H m I LJ A2 ' i I i I rJ J A2 5. TYPE „F„ 18 1/2" D x 48 1 /2" W x 12' H EXIT L J u DOOR -----� » " QUILTS � L 1 ( I 6. TYPE "Go' G 12 1 /2" D x 48 1 /2 W x 12, -- FR 7. TYPE „H„ 48" D x 96" H - -- - A - �.0 (HEAVY DUTY PALLET RACK) A I I I I Az A2, SCENT A ' o D - - A A2 A2 ® - Drawing References � ® PADS PILLOWS A SH R CE IES A2 A2 I A 8. TYPE „J" 24" D x 96" W X 12' H DOWN SOLIDSNo Drawings (HEAVY DUTY PALLET RACK) _ _ z A � A J A STOIC M F }., \ BLANKETS _ _ ❑ A A2 A2 A2 I „.< „ „ , DS \ \ A EASO 9. TYPE K 24 D X 48 W X 12 H l Al NAL\ \ 1 I HOME DE RA2 CLOSET A2 ELECTR CS COOKWARE (HEAVY DUTY PALLET RACK) \ \ 1 � � - \ I 0 C.1 Al FRAMES I I I I I ( I \ I I Al ❑ -r--I ) a F GENERAL INFORMATION _ C.0 - _ _ - w- - -_ a Rl ' C.0 Al ❑ ❑ LEI ® I I HYNNS-F6 .s FIXTURES USED IN PROJECT ARE STANDARD CAD NAME PROJECT No.: - WIRE WELD AND RAPID RACK _FIXTURES WITH ;_ i 1 r r � �. DRAWN BY: R.A.D, CHECKED BY: - FOOT PLATES i E A� { � � I i i , , , � , i i , F PROTOTYPE DESIGNATION: ALL HATCHED FIXTURES ARE TYPE „A-A2" B.4 E Z ' ' I ' I ' ' I ' , ' ' ' , F WIRE WELD OR TYPE „B _ K„ RAPID RACK I a I J o I J ` A OFT KIT EN A2 KITCHEN BASICS NON-HATCHED FIXTURES ARE al All LOW LAMINATE FIXTURES 5' AFF E F F F E E c E c E E E c E I , � _ E E r 'I 11 MAN 1 -- ------ RECEMNG I ----- --------- A.O TERMINAL { DOOR ----__ -------- fff I- ---------- I ' ENTRY CANOPY ABOVE-��--------z- -' f 1 ( I I I I I 1 1.0 1 .4 2.0 3.0 3.4 4.0 4.6 5.0 BE BUILDING SQUARE FOOTAGE CHART STAGING BUILDING TOTAL 650 LIBERTY AVE SALES FLOOR STOCK ROOM SO. FT. AUXILIARY MEZZANINE SO. FT. SO. FT. (INCLUDED IN SO. FT. S0. FT. SO. FT., BUILDING UNION, NJ 07083 STOCK RM. SO. FT (FOOTPRINT) SO. FT. (908) 688-0888 THIS PLAN 16,921 2,152 (10.8%) 866' 1,151 20.015 N/A 20,015 FAX (908) 688 5886 MERCHANDISE HEIGHT CLEAR HEIGHTS-STRUCTURE GENERAL FIXTURE NOTES THIS DRAWING IS THE EXCLUSIVE PROPERTY OF AT FRONT - 16'-0"t AT FRONT- 1 So-0"t 1. FIXTURE TO FIXTURE AISLES ARE 4'-0", UNLESS OTHERWISE NOTED. BED BATH $ BEYOND. THE INFORMATION SHOWN MAY AT REAR - 16'-0"f AT REAR - 18'-O„t NOT BE USED NOR THE DRAWINGS REPRODUCED. ON STOCK MEZZ. N/A ON STOCK MEZZ. N/A WITHOUT PERMISSION OF BED BATH 8,BEYOND. BELOW STOCK MEZZ. N LA BELOW STOCK MEZZ. = N/A Location kkkkAAA HYAN N I S MA OF S Drawing Title SEISMIC PLAN rrnv Scale Date SEE PLAN 01/30/02 Sheet No. SEISMIC PLAN - 01 F6o SCALE: 1/16" = 1'-0 R Revisions No Date Description FIXTURE INFORMATION WIRE WELD WIRE WELD TYPE FIXTURES. TYPE „A„ SIZE: 2'D X 4'W X 12,-3„H WIRE WELD TYPE FIXTURES. TYPE "Al „ SIZE: 1 'D X 4'W X 12,-3„H 1.0 2.0 3.0 3.2 4.0 5.0 WIRE WELD TYPE FIXTURES. TYPE "A2" EWIP PLATFORORNr: M SIZE: 1 '-6"D X 4'W X 12'-3„H mil , I WALL TO I I I I I DECK � I � ' I I HATCH FIXTURE INFORMATION IPROPOSED SPRINKLER RISER I I ( ILOCATION ( 10" RWL SEE RAPID RACK I I I ' LADDER I EkTr I PLUMBING DMfGS) RAPID RACK STOCK ROOM FIXTURES DOOR I I -- - - 1 ELEC. E.3 „ „ „ „ 1 . TYPE B 48 1 /2 D x 96 1 /2 W x 12 ROOM H 1 E 2. TYPE „C„ 24 1 /2" D x 96 1 /2" W x 12' H A A o E , - o „ „ „ „ A ' A i A2 `t x 4 1 W x 12 A� 3. TYPE D 48 1 /2 D 8 /2 _ L J PRINTS Ax A2 A2 ( DWARE RUGS r TOWELS A24. TYPE E 24 1 /2 D x 48 1 /2 W x 12 H m LJ A2 a ' A2 ' A2 i I i 1 rJ J J r 1 A2 ❑ , A2 I I r 5. TYPE „F„ 18 1 /2„ D x 48 1 /2" W x 12' H Exrr DOOR ------' „ QUILTS I I ® ®„ (® 6. TYPE G,, 12 1 /2" D x 48 1 /2 W x 12, L ®_ _ I 1 I 7. TYPE „H" 48" D x 96" H _ _ _ A - - �.� D (HEAVY DUTY PALLET RACK) A 1 1 I I SCENT A Drawing References iK ® PADS PILLOWS A SH R CE IES A2 A2( A ) 8. TYPE 24 D x 96" W X 12' H SOLIDS No Drawings (HEAVY DUTY PALLET RACK) _ oowN A SiOC M F BLANKETS A 9. TYPE "K„ 24" D x 48" W X 12' H Al Al EASONAI A 1 I HOM DE RA2 CLOSET Ay ELECT CS COOKWARE (HEAVY DUTY PALLET RACK) 1 _ - A2 V I I I _ - AQ A2 0 C.1 Al FRAMES I I "� ' Al IF GENERAL INFORMATION - - - - - - - - - - - C.0 Al 1 ❑ FQ ED i j ® T E I HYNNS-F6 - CAD NAME: PROJECT NO.: ' FIXTURES USED IN PROJECT ARE STANDARD I , , , ❑ I WIRE WELD AND RAPID RACK FIXTURES WITH t , B 8 DRAWN BY: R.A.D.. CHECKED BY: FOOT PLATES , I I I I , , PROTOTYPE DESIGNATION:ALL HATCHED FIXTURES ARE TYPE "A-A2" B.4 EE A ' ' A2 I ' ' ' I ' Az ' ' F WIRE WELD OR TYPE "B - K" RAPID RACK A A2 ( OFT KIT EN C I A_ A KITCHEN BASICS NON-HATCHED FIXTURES ARE - - , Al Al LOW LAMINATE FIXTURES 5' AFF B,3 - - - - - R E F F F E E C E C' E E E C E E 1 E r �r R E E EA A A A A R t I, RECEIVING I ----- --------- --------- TERMINAL ( DOOR _ -_-- ----__ -------- --------- - A.O ' I I 1 I I 1.0 1.4 2.0 3.0 3.4 4.0 4.6 5.0 BED BUILDING SQUARE FOOTAGE CHART T STAGING BUILDING TOTAL 650 LIBERTY AVE SALES FLOOR STOCK ROOM SO. FT. AUXILIARY MEZZANINE SO. FT. SO. FT. (INCLUDED IN S0. FT. BUILDING UNION, NJ07083 STOCK RM. SO. FT.) S0. FT. FT (FOOTPRINT) S0. . SO. FT. (908)688-0888 THIS PLAN 16,921 2,152 (10.8%) 866' 1.151 20,015 N/A 20,015 FAX(908)688 58.86 MERCHANDISE HEIGHT CLEAR HEIGHTS-STRUCTURE GENERAL FIXTURE NOTES THIS DRAWING IS THE EXCLUSIVE PROPERTY OF AT FRONT- 16'-0"t AT FRONT - 18'-O"f 1. FIGURE TO FIXTURE AISLES ARE 4'-0-, UNLESS OTHERWISE NOTED. BED BATH & BEYOND.THE INFORMATION SHOWN MAY AT REAR - 16'-0"t AT REAR - 18'-O"t NOT BE USED NOR THE DRAWINGS REPRODUCED ON STOCK MEZZ. = N/A ON STOCK MEZZ. N/A WITHOUT PERMISSION OF BED BATH&BEYOND. BELOW STOCK MEZZ.- N A BELOW STOCK MEZZ.- N/A Location AAAd HYAN Nl ,•� �H Of . o Drawing Title M I E I S S C PLAN ►rr'r�i•�� Scale Date SEE PLAN 01/30/02 Sheet No. SEISMIC PLAN 01 0 SCALE: 1/16" 1'-0 R Revisions No Date Description FIXTURE INFORMATION WIRE WELD WIRE WELD TYPE FIXTURES. TYPE „A,. SIZE: 2'D X 4'W X 12'-3„H WIRE WELD TYPE FIXTURES. TYPE „A1 „ SIZE: 1 'D X 4'W X 12'-3„H 1.0 2.0 3.4 3.2 4.0 5.0 WIRE WELD TYPE FIXTURES. TYPE "A2" EQUIPMENT SIZE: 1 '-6"D X 4'W X 12'-3„H z-., , I ' I I I - WALL TO I DECK ABOVE I ( I ( I ROOF FIXTURE INFORMATION ' w►TCH PROPOSED.SPRINKLER RISER I I I I LOCATION API RACK I( I 1 I 1 . (S DDER EXIT PLUMBING ) RAPID RACK STOCK ROOM FIXTURES DOOR IA wig - - I 1 . TYPE „B" 48 1 /2" D x 96 1 /2" W x 12' H aooM E 2. TYPE „C„ 24 1 /2" D x 96 1 /2" W x 12' H A A A2 DAPE - 1 A A1 A A2 ( r E A2A2 �I 3. TYPE „D„ 48 1 /2" D x 48 1 /2" W x 12' �� A2 A2' A2 ' 0 A2 I � � PRINTS --- L J A2 A2 DWARE A2 RUGS r TOWELS 4. TYPE „E„ 24 1 /2" D x 48 1 /2" W x 12' H m 11 L J A2 0 A2 ' I A2 i I i I nJ I 2- - I A2 A2 I I I I I 5. TYPE „F" 18 1 /2" D x 48 1 /2" W x 12' H Exrr J ❑ ° ' r� DOOR -----� 6. TYPE „G" 12 1 2" D x 48 1 2" W x 12' H OUILTS ( E==== ) ® I 7. TYPE „H" 48" D x 96" H 77 -_ - A (HEAVY DUTY PALLET RACK) A A2 A2, SCENT A A Drawing References o D I �. I I A2 � ® � A PADS PILLOWS A2 12 8. TYPE „J" 24" D x 96" W X 12' H ® SOLIDS A sH R cE IEs DOWN No Drawings s � (HEAVY DUTY PALLET RACK) 10- - - A BLANKETS STOC OOM F A A2 A2 A2 9. TYPE „K„ 24" D x 48" W X 12' H \ Al Al -� A \ 1 I EASONAL (HEAVY DUTY PALLET RACK) � � 1 HOM DE RA2 CLOSET A2 ELECT CS COOKWARE - - I I A2 I i ' l I I - - Al FRAMES 1 I , ' A2 A2 0 - C.1 GENERAL INFORMATION ° ° F - - - - - - � - - C.0 Al ❑ ❑ ® F HYNNS-F6 - FIXTURES USED IN PROJECT ARE STANDARD 1 , ❑ , CAD NAME; PROJECT No.: WIRE WELD AND RAPID RACK FIXTURES WITH i t r - r i F - - B.8 DRAWN BY. R.A.D. CHECKED BY: FOOT PLATES I A ' 1 ' zi, PROTOTYPE DESIGNATIO" „ EA2 I I , A2 I I I N.ALL HATCHED FIXTURES ARE TYPE A-A2 B.4 E I I I 1 ; I 1 I ; , , F L WIRE WELD OR TYPE „B K" RAPID RACK ' A a A2 _I oFr x1T ENJ CLEAN1 ( Az KITCHEN BASICS NON-HATCHED FIXTURES ARE LOW LAMINATE FIXTURES 5 AFF 6.3 E F F F E E C E C E E E C E I t E E t E R E E A A A R B.O. RTV I I 1 1 I I I J ;A. 1 1 1 RECEIVING ( DOOR I I I -------- ----- ------- TERMINAL A.0 L -_----_-_--_ -- --= - - _ --- --------- i 1 ENTRY CANOPY ABOVE-�'v�--- --ti- ----------- -' ' I ' 1 I 1 I I I I I I ' 1.0 1 .4 2.0 3.0 3.4 4.0 4.6 5.0 BUILDING SQUARE FOOTAGE CHART STAGING BUILDING TOTAL 650 LIBERTY AVE SALES FLOOR STOCK ROOM SO. FT. AUXILIARY MEZZANINE SO. FT. SO. FT. (INCLUDED IN SQ. FT. BUILDING UNION, NJ 07083 STOCK RM. SO. FT.) S0. FT. (FOOTPRINT) S0. FT. SO. FT. (908)688-0888 THIS PLAN 16,921 2,152 (10.8%) 866' 1,151 20,015 N/A 20,015 FAX(908)688 5886 MERCHANDISE HEIGHT CLEAR HEIGHTS-STRUCTURE GENERAL FIXTURE NOTES THIS DRAWING IS THE EXCLUSIVE PROPERTY OF AT FRONT 16'-0"f AT FRONT - 18'-0"t 1. FIXTURE TO FIXTURE AISLES ARE 4'-0", UNLESS OTHERWISE NOTED. BED BATH BEYOND.THE INFORMATION SHOWN MAY AT REAR - 16'-0"t AT REAR 18'-O":t H NOT BE USED NOR THE DRAWINGS REPRODUCED ON STOCK MEZZ. _ N/A ON STOCK MEZZ. _ N/A WITHOUT PERMISSION OF BED BATH&BEYOND. BELOW STOCK MEZZ.= N/A BELOW STOCK MEZZ. _ N/A Location bLAAd HYA NN IS, MA OF Drawing Title s >� SEISMIC PLAN Scale Date- SEE PLAN 01/30/02 SEISMIC PLAN 0 1 Sheet. No. 0 SCALE: 1/16" = V-0" R