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0200 AIRPORT WAY
(/ v - � ___�_._�. �.j .__��.-._ �y� �I I i I� i 1. 73 Town of BarnstableBuilding PPermit ost;Ths-Card So:That rtfis l/�sible;From the Streets Approved Plans Must be RetamedonJob andthis,Gard Must;be Kept 27, M Posted Un#ilgFinal!n'spection Has Been.Made ' F b ,:: Q ° Where a Certrficateof Occupancys Required,su,h:Building.shall Not'be Occupied until aaFtnal inspectionhasbeen made Permit No. B-17-2084 Applicant Name: DAVID H GOULD Approvals Date Issued: 03/22/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/22/2018 Foundation: Commercial Map/Lot. 312-009-001 Zoning District: INDItcl Sheathing: Location: 200 AIRPORT WAY, NYANNIS Contractor Na rne DAVID H GOULD Framing: 1 Owner on Record: MULVEY, PETER F TR. Contractor License: CS-076280 2 Address: 216 THORNTON DR Est Project Cost: $50,000.00 Chimney: NYANNIS, MA 02601 permit Fee: $555.00 Description: build five offices on inside.of existing building for eldredg&of V, zv Insulation: Fee,,Paid $555.00 bourne T, Final: Date - 3/22/2018 Project Review Req: CERTIFICATE OF OCCUPANCY NEEDED—TENANT FIT OUT ELDRIDGE&`BOURNE Plumbing/Gas :F > iF 41 Rough Plumbing: - ' - -- Building Official . tt - Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autho Zed by:this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the:approved construction documents.forZwhich this permit has been granted. � Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by Iaws and codes. This permit shall be displayed iri a location clearly visible from access street or road and shall be maintained open for public inspect on for the entire duration of the work until the completion of the same. Electrical Al v a V , Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire®fficials are provided on this permit. ' s ' a , Rou Minimum of Five Call Inspections Required for All Construction Work: h; 1.Foundation or Footing : .� g . 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 14wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7�Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT R' 'TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION1� gt 'ar "- Map 3 12— Parcel D 0 9-- o/ BUILDING D-E m Application A Health Division Date Issue 3' .2 )/SAA- JUL 17 2017 Conservation Division Applicatio e Planning Dept. TOWN OF 8AFINSTABLPermit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ HyannisYrtN Vo`S Cop-W. t-ya Project Street Address I r n a J Village r Owner es� G V' Telephone - 3 �0 —�(� (� Permit Request I v 1 C,O V-0— 0 :" ' C.R 1 V I Cam¢ 0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed d d Total new 1,60 Zoning District Flood Plain Groundwater Overlay Project Valuation D 1 1 vG® Construction Type uwv Lot-Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes a<o On Old King's Highway: ❑Yes 5<0 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) O Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing_, new Half: existing new Number of Bedrooms: existing —new Total Room Count (note including baths): existing new First Floor Room Count Heat Type and Fuel: as ❑ Oil H"Electric ❑ Other Central Air: �'es ❑ No Fireplaces: Existing 6 New 6 Existing wood/coal stove: ❑Yes Z 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 Ble's ❑ No If yes, site plan review# / - Current Use 56 g&v Proposed UseIf APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 7�_).p-u i 4 &b 0t,0 Telephone Number 77c/— 35-3 `6 K2- Address 9 e4141 ✓ V1 2P License # (';— (9:7(9 2 2b A- 2.� �E� Home Improvement Contractor# JV Z1l/ Email D ► ? IVorker's Compensation # ALL CONSTRUCTION.DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 4 1.2? / l FOR OFFICIAL USE ONLY a APPLICATION # DATE ISSUED 1 w MAP/ PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL y GAS: ROUGH FINAL 7 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. A 2-OWL/ Warehouse 13UJOING OF?-T. 200 Airport Way Hyannis, MA BAR 15 2018 10\N OF gA�71NS���'-t Fire Protection Sprinkler System Narrative Report Date: March 10, 2018 901.2.1 OF (La.i)BASIS(METHODOLOGY)OF DESIGN Scott D. Henderson SI D. N 1203. y SECTION 1 —Building Description 10:46:41 2018. a) Building"Use"Group: B, S=1 '00'04- b) Total square footage: 14,500 sq. ft. approx. c) Building height: 29'0"to roof peak d) Number of floors above grade: 1 e) Number of floors below grade: 0 f) Type of construction: steel(offices wood framed) g) Type of hazards: furniture stored in wooden crates h) Hazardous material usage and storage: none i) High storage of commodities: furniture crates store up to 21 feet. SECTION 2—APPLICABLE STANDARDS a) 780 CMR Code: Fire Protection Systems Requirements b) NFPA Standards: NFPA— 13 2013 Edition(Sprinkler Systems) SECTION 3 —DESIGN RESPONSIBILITY Sprinkler system design drawings and calculations shall be reviewed and stamped by a registered Professional Engineer, registered in State of Massachusetts in discipline of Fire Protection systems design, employed or contracted to review the design of the system for this building. The installing sprinkler system contractor shall contract such design work, as part of their overall work scope. The reviewing engineer shall be the engineer of record. SECTION 4—FIRE PROTECTION SYSTEMS TO BE INSTALLED Existing fire sprinkler system shall be modified to accommodate new storage configuration. Warehouse dry system will be converted to wet. Overhead branch lines shall be removed and replaced with new 2"grid lines. Existing dry valve shall be relocated to supply exterior overhang only. Double check valve shall be upgraded to 6"model. SECTION 5 —FEATURES USED IN THE DESIGN METHODOLOGY Warehouse fire sprinkler system designed to provide 0.31 density over 2000 square feet per NFPA 13 (2013)figure 14.2.4.2 & 14.2.4.3. Storage is furniture in wooden crates stacked to 21 feet. Commodity is considered class IV, per figure 15.2.2 notes 1 & 2. Office areas designed for light hazard. SECTION 6—SPECIAL CONSIDERATION AND DESCRIPTION No deviations are intended 901.2.1 (La.ii)SEQUENCE OF OPERATION SECTION 1 In the event of a fire, one or more sprinklers will operate. The installed network of piping will supply water to the operating sprinklers. Warehouse— 200 Airport Way Page 2 Fire Protection Sprinkler System Narrative Report 3-10-18 When a sprinkler operates(fuses),the flow of water will activate the flow switch and the existing electric bell will sound.The flow switch will send an electric signal to the alarm panel, simultaneously sending an alarm(installed by others)to the fire department and will sound an audible alarm within the building alerting the occupants.The building is not equipped with a standpipe system. 901.2.1 (La.iii)TESTING CRITERIA SECTION 1 -Testing Criteria The sprinkler system shall be tested in accordance with NFPA pamphlet 13. SECTION 2 -Equipment and Tool Sprinkler system installing contractor shall supply all necessary tools and equipment required to conduct the required testing of the systems. SECTION 3 -Approval Requirements Upon the completion of the installation of the automatic fire sprinkler system, the installing contractor shall perform all tests required by NFPA-13. Submitted by: Mass Fire Protection l Initial Construction Control Document To be submitted with the building permit application by a m o Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: ��r .�� �r l<-Y%J— Date: i Property Address: Z a 0 earl' Project: Check one or both as applicable: 0 New construction ❑ Existing Construction Project description: �;r,cj•� c ,L �cr� I N"Y\L MC :C-V\-Z L1 MA Registration Number: '39 d too Expiration date: tv 34 i$ ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project [ ] Architectural [' Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that 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. 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 o structiodCont l Document Enter in the space to the right a"wet"or t • . c - � electronic signature and seal: •i�ty !9a �a'P4 Phone number:---?—1 21 H'J Email: ME�c-k M tN McLt►')fit tr ,,e tr 5 Gd Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 r Warehouse BUILDING DEPT. 200 Airport Way Hyannis, MA MAR 15 2018 FOWN OF BARNSTABLE Fire Protection Sprinkler System Narrative Report Date: March 10, 2018 901.2.1 l.a.i BASIS METHODOLOGY OF DESIGN ( > (METHODOLOGY) Scott D. Henderson Son� SECTION 1 —Building Description 10:46:41 2018.03.12 q a) Building"Use"Group: B, S-1 '00'04- b) Total square footage: 14,500 sq. ft. approx. c) Building height: 29'0"to roof peak d) Number of floors above grade: 1 e) Number of floors below grade: 0 f) Type of construction: steel(offices wood framed) g) Type of hazards: furniture stored in wooden crates h) Hazardous material usage and storage: none i) High storage of commodities: furniture crates store up to 21 feet. SECTION 2—APPLICABLE STANDARDS a) 780 CMR Code: Fire Protection Systems Requirements b) NFPA Standards: NFPA— 13 2013 Edition(Sprinkler Systems) SECTION 3 —DESIGN RESPONSIBILITY Sprinkler system design drawings and calculations shall be reviewed and stamped by a registered Professional Engineer, registered in State of Massachusetts in discipline of Fire Protection systems design, employed or contracted to review the design of the system for this building. The installing sprinkler system contractor shall contract such design work, as part of their overall work scope. The reviewing engineer shall be the engineer of record. SECTION 4—FIRE PROTECTION SYSTEMS TO BE INSTALLED Existing fire sprinkler system shall be modified to accommodate new storage configuration. Warehouse dry system will be converted to wet. Overhead branch lines shall be removed and replaced with new 2"grid lines. Existing dry valve shall be relocated to supply exterior overhang only. Double check valve shall be upgraded to 6"model. SECTION 5—FEATURES USED IN THE DESIGN METHODOLOGY Warehouse fire sprinkler system designed to provide 0.31 density over 2000 square feet per NFPA 13 (2013)figure 14.2.4.2 & 14.2.4.3. Storage is furniture in wooden crates stacked to 21 feet. Commodity is considered class IV,per figure 15.2.2 notes 1 &2. Office areas designed for light hazard. SECTION 6—SPECIAL CONSIDERATION AND DESCRIPTION No deviations are intended 901.2.1 (La.ii) SEQUENCE OF OPERATION SECTION 1 In the event of a fire, one or more sprinklers will operate. The installed network of piping will supply water to the operating sprinklers. If Warehouse— 200 Airport Way Page 2 Fire Protection Sprinkler System Narrative Report 3-10-18 When a sprinkler operates(fuses),the flow of water will activate the flow switch and the existing electric bell will sound. The flow switch will send an electric signal to the alarm panel, simultaneously sending an alarm(installed by others)to the fire department and will sound an audible alarm within the building alerting the occupants. The building is not equipped with a standpipe system. 901.2.1 (La.iii)TESTING CRITERIA SECTION 1 -Testing Criteria The sprinkler system shall be tested in accordance with NFPA pamphlet 13. SECTION 2 -Equipment and Tool Sprinkler system installing contractor shall supply all necessary tools and equipment required to conduct the required testing of the systems. SECTION 3 -Approval Requirements Upon the completion of the installation of the automatic fire sprinkler system, the installing contractor shall perform all tests required by NFPA-13. Submitted by: Mass Fire Protection Warehouse Drawing Date: 3/ 7/18 15: 2 HYDRAULIC DESIGN INFORMATION SHEET ' 7 Job Name: Warehouse Location: 200 Airport Way Hyannis, MA Drawing Date: Remote Area Number 1�A ���� � Contractor: Mass Fire Protection Telephone: 508-790-4=596- 256C Great Western Road South Dennis, MA MAR .15 2018 Designer: ARD Calculated By:SprinkCAD T� Nf��g # www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Occupancy:Storage Reviewing Authorities:FPE/Fire Dept. SYSTEM DESIGN Code:NFPA 13 Hazard:EXTHAZI System Type:WET Area of Sprinkler Oper. 2000 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 310 1 Make: Tyco Area per Sprinkler 94 . 0 sq ftl Model: ELO-231 Hose Allowance Inside 0 gpm K-Factor: 11 .20 Hose Allowance Outside 500 gpm Temperature Rating: 286 CALCULATION SUMMARY 27 Flowing Outlets gpm Required: 1375.1 psi Required: 59.8 @ Source WATER SUPPLY Water Flow Test ( Pump Data Date of Test 11-13-13 Rated Capacity 0 gpm Static Pressure 72 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 68 . 0 psi Elevation 0 At a Flow of 1220 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 651 Gallons Notes: Scott D. Henderson AO oar' SCpT7 D. �G 2018.03. 12 � HENDER50" ftRE� OT10N H No.46553 9FG1 10:44:29 S'°" '00'04- Warehouse Drawing Date: 3/ 7/18 15: 2 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 875 42.1 psi, 1 4" Grvd Check Valve Tyco CV-lFR CHART LOSS 875 3.5 1 6" Grvd Back Flow Valve Ames C200 CHART LOSS 875 4 . 9 Elevation Change 6' 0" 2 . 6 1 6" Grvd 90 Ell #510 14 ' 120 6. 065 875 0. 4 2 6" MJ 90 Ell DI 28 ' 120 6. 065 875 0. 8 1 Pipe 6" DIxl8 America DI 350 112 ' 140 6.338 875 1 . 9 1 6" MJ Tee DI 30 ' 120 6. 065 875 0 . 9 Fixed Flow Flow Loss 500 gpm 1 Pipe 8" DIx18 America DI 350 230' 140 8 . 488 1375 2 . 1 1 8" Fingd Gate Valve Kennedy Gate 4 ' 120 8 . 071 1375 0. 1 1 8" MJ Tee DI 35 ' 120 8 .071 1375 0 . 6 Hydr Ref R1 Required at Source 1375 59.8 psi Water Source 72 . 0 psi static, 68 .0 psi residual @ 1220 gpm 1375 gpm 67.0 psi SAFETY PRESSURE 7.2 psi Available Pressure of 67 .0 psi Exceeds Required Pressure of 59.8 psi This is a safety margin of 7.2 psi or 11 % of Supply Maximum Water Velocity is 19. 9 fps i Warehouse Drawing Date: 3/ 7/18 15: 2 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations • Warehouse Drawing Date: 3/ 7118 15: 2 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Al 23.25 14 . 0 A2 23.25 14 . 0 A3 23.25 14 .2 A4 23.25 14 . 5 A5 23.25 15. 0 A6 23.25 15. 5 A7 23.25 16. 1 A8 23.25 16. 6 A9 23.25 17 . 1 A10 23.25 17 . 7 All 23.25 18 .2 Al2 23.25 18 .7 A13 23.25 19. 1 A14 23.25 19. 6 A15 23.25 19. 9 A16 23.25 20 . 3 A17 23.25 22 . 1 A18 23.25 22 . 9 A19 2.00 42 . 0 B1 23.25 14 . 0 B2 23.25 14 . 1 B3 23.25 14 .2 B4 23.25 14 . 6 B5 23 .25 15. 0 B6 23.25 15. 6 B7 23.25 16. 1 B8 23.25 16. 6 B9 23.25 17 . 1 B10 23.25 17 . 7 Bll 23.25 18 .2 B12 23.25 18 . 8 B13 23.25 19. 4 B14 23.25 20 . 0 B15 23.25 20 . 6 S1 26. 00 11 .20 10.2 35.8 29. 6 0. 38 S2 26. 00 9. 8 S2S 26. 67 11 .20 7 . 8 31 .3 29. 6 0. 33 S3 26. 00 9. 6 S3S 27 . 17 11 .20 7 .3 30 . 3 29. 6 0.32 S4 26. 00 9. 5 S4S 27. 67 11 .20 7 . 0 29. 6 29. 6 0 . 32 S5 26. 00 9. 5 S5S 27. 67 11 .20 7 .0 29. 6 29. 6 0. 32 S6 26. 00 9. 6 S6S 27 . 17 11 .20 7 .3 30. 3 29. 6 0. 32 S7 26. 00 9. 8 S7S 26. 67 11 .20 7 .8 31 . 3 29. 6 0 . 33 S8 26.00 11.20 10 .2 35. 8 29. 6 0. 38 S9 26. 00 11 .20 10 .3 35. 9 29. 6 0. 38 S10 26. 00 9. 8 S10S 26. 67 11 .20 7. 8 31 . 4 29. 6 0. 33 Warehouse Drawing Date: 3/ 7/18 15: 2 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^,_z) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) S11 26. 00 9. 6 S11S 27 . 17 11 .20 7 . 4 30. 4 29. 6 0 .32 S12 26. 00 9. 6 - S12S 27 . 67 11 .20 7 . 0 29. 7 29. 6 0. 32 S13 26. 00 9. 6 S13S 27 . 67 11 .20 7 .0 29.7 29. 6 0 .32 S14 26. 00 9. 6 S14S 27 . 17 11 .20 7 . 4 30.4 29. 6 0. 32 S15 26. 00 9. 8 S15S 26. 67 11 .20 7 . 8 31 .3 29. 6 0. 33 S16 26. 00 11 .20 10.3 35. 9 29. 6 0 .38 S17 26. 00 11.20 10 . 4 36. 1 29. 6 0. 38 S18 26. 00 9. 9 S18S 26. 67 11 .20 7 . 9 31 . 6 29. 6 0 . 34 S19 26. 00 9.7 S19S 27. 17 11.20 7 . 5 30. 6 29. 6 0. 33 S20 26. 00 9.7 S20S 27 . 67 11 .20 7 . 1 29. 9 29. 6 0 .32 S21 26. 00 9. 7 S21S 27 . 67 11 .20 7 . 1 29. 9 29. 6 0. 32 S22 26. 00 9.7 S22S 27 . 17 11 .20 7 . 5 30. 6 29. 6 0.33 S23 26. 00 9. 9 S23S 26. 67 11 .20 7 . 9 31 . 5 29. 6 0 .34 S24 26.00 11 .20 10. 4 36. 1 29. 6 0. 38 S30 26. 00 12 . 5 S30S 27 . 17 11 .20 9.7 34 . 9 29. 6 0 .37 S31 26. 00 12 . 5 S31S 26. 67 11 .20 10. 0 35. 5 29. 6 0 . 38 S32 26. 00 11.20 12 . 5 39. 6 29. 6 0. 42 W 2 . 00 42 . 1 Max velocity of 19. 89 occurs in the pipe from A18 TO A19 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Warehouse Drawing Date: 3/ 7118 15: 2 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S5 TO W (PRIMARY PATH) 29. 63 1 . 049 1T 1 . 67 7 . 0 7 . 0 K = 11.20 S5S C=120 5. 00 0.7 0 . 0 29. 63 0.269 6. 67 1 . 8 7 . 0 Vel = 11 . 11 2. 157 7.50 9. 5 9. 5 EqK = 9. 60 S5 C=120 0 . 00 0. 0 0. 0 29. 07 0 .008 7 . 50 0. 1 9. 5 Vel = 2 .58 30. 34 2 . 157 7 . 00 9. 6 9. 6 EqK = 9. 80 S6 C=120 0. 00 0 . 0 0. 0 59. 40 0 . 029 7 . 00 0 .2 9. 6 Vel = 5.27 31 .29 2 . 157 6. 83 9. 8 9. 8 EqK = 10.00 S7 C=120 0.00 0. 0 0. 0 90 . 69 0. 064 6. 83 0. 4 9. 8 Vel = 8 . 04 35. 80 2 . 157 1E 3.25 10.2 10 .2 K = 11 .20 S8 C=120 1T 18 . 46 1 .2 0 . 0 126. 49 0 . 118 21 . 71 2 . 6 10.2 Vel = 11 .21 4 .260 10. 00 14 . 0 14 . 0 Al C=120 0. 00 0. 0 0. 0 126. 49 0.004 10. 00 0. 0 14 . 0 Vel = 2 . 88 126. 71 4 .260 10. 00 14 . 0 14 .0 A2 C=120 0.00 0. 0 0 . 0 See PATH 3 253.20 0.015 10 . 00 0.2 14 .0 Vel = 5.76 127 . 50 4 .260 10 . 00 14 .2 14 .2 A3 C=120 0. 00 0 . 0 0. 0 See PATH 5 380. 70 0. 033 10. 00 0.3 14 .2 Vel = 8 . 65 67 . 31 4 .260 11 .25 14 . 5 14 . 5 A4 C=120 0. 00 0 . 0 0. 0 See PATH 7 448 . 01 0 . 044 11 .25 0 . 5 14 . 5 Vel = 10. 18 -5. 54 4 .260 12 . 50 15. 0 15. 0 A5 C=120 0. 00 0 . 0 0. 0 See PATH 9 442 . 47 0. 043 12 . 50 0 . 5 15. 0 Vel = 10. 06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7118 15: 2 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S5 TO W (PRIMARY PATH) -3. 10 4 .260 12 .50 15 . 5 15. 5 A6 C=120 0.00 0 . 0 0. 0 See PATH 10 439. 37 0. 043 12. 50 0. 5 15 . 5 Vel = 9. 99 -1 . 57 4 .260 12 . 50 16. 1 16. 1 A7 C=120 0. 00 0 . 0 0. 0 See PATH 11 437 .79 0.043 12 . 50 0 . 5 16. 1 Vel = 9. 95 -1.23 4 .260 12 . 50 16. 6 16. 6 A8 C=120 0. 00 0 . 0 0. 0 See PATH 12 436. 56 0. 042 12 . 50 0 . 5 16. 6 Vel = 9. 92 -2 .26 4 .260 12 . 50 17 . 1 17 . 1 A9 C=120 0. 00 0. 0 0 . 0 See PATH 13 434 .30 0. 042 12 . 50 0. 5 17 . 1 Vel = 9. 87 -4 .27 4 .260 12 .25 17 .7 17 . 7 A10 C=120 0.00 0. 0 0.0 See PATH 14 430. 03 0.041 12.25 0. 5 17 .7 Vel = 9.77 -7 . 13 4 .260 12 . 00 18 .2 18 .2 All C=120 0 . 00 0 . 0 0 . 0 See PATH 15 422 . 89 0 . 040 12 . 00 0 . 5 18 .2 Vel = 9. 61 -10. 85 4 .260 12 .83 18 . 7 18 .7 Al2 C=120 0 .00 0. 0 0 . 0 See PATH 16 412 .05 0 . 038 12 . 83 0. 5 18 .7 Vel = 9. 37 -15. 79 4 .260 12 . 17 19. 1 19. 1 A13 C=120 0. 00 0 . 0 0. 0 See PATH 17 396.26 0. 035 12 . 17 0. 4 19. 1 Vel = 9. 01 -21 . 50 4 .260 11 . 50 19. 6 19. 6 A14 C=120 0. 00 0. 0 0 . 0 See PATH 18 374 .76 0. 032 11 . 50 0. 4 19. 6 Vel = 8 . 52 -27 . 95 4 .260 12 .25 19. 9 19. 9 A15 C=120 0 . 00 0. 0 0. 0 See PATH 19 346. 81 0. 028 12 .25 0 . 3 19. 9 Vel = 7 . 88 -47 . 82 4 .260 2E 60 . 33 20 . 3 20. 3 A16 C=120 26.33 0. 0 0. 0 See PATH 20 298 . 99 0 .021 86. 67 1 . 8 20. 3 Vel = 6. 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I Warehouse Drawing Date: 3/ 7118 15: 2 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE S5 TO W (PRIMARY PATH) 47 . 82 4 .260 1T 1 .25 22 . 1 22 . 1 A17 C=120 26. 33 0. 0 0. 0 See PATH 20 346. 81 0. 028 27 . 58 0. 8 22 . 1 Vel = 7 . 88 528 .24 4 .260 lE 25.34 22 . 9 22 . 9 A18 C=120 1T 39. 50 9.2 0 . 0 See PATH 2 875. 05 0. 154 64 . 84 10 . 0 22 . 9 Vel = 19.89 6. 357 4 . 32 42 . 0 42 . 0 A19 C=120 0. 00 0. 0 0. 0 875. 05 0 . 022 4 . 32 0. 1 42. 0 Vel = 8 . 93 W 875.05 42 . 1 K = 134 . 80 30 .34 1 . 049 1T 1 . 17 7 . 3 7 .3 K = 11 .20 S6S C=120 5. 00 0. 5 0.0 30. 34 0.281 6. 17 1 . 7 7 . 3 Vel = 11 .37 S6 30 .34 9. 6 K = 9. 80 31 .29 1 . 049 1T 0 . 67 7 . 8 7 . 8 K = 11 .20 S7S C=120 5. 00 0. 3 0. 0 31 .29 0 .298 5. 67 1 . 7 7 . 8 Vel = 11 . 73 S7 31 .29 9. 8 K = 10 . 00 PATH 2 FROM HYDRAULIC REFERENCE S5 TO A18 29. 63 1 . 049 1T 1 . 67 7 . 0 7 . 0 K = 11 .20 S5S C=120 5. 00 0 .7 0 . 0 29. 63 0 .269 6. 67 1 . 8 7 . 0 Vel = 11 . 11 2. 157 7 . 50 9. 5 9. 5 EqK = 9. 60 S5 C=120 , 0. 00 0.0 0 . 0 0. 57 0. 000 7 . 50 0. 0 9. 5 Vel = 0 . 05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE S5 TO A18 CONTINUED 29. 63 2 . 157 7 . 50 9. 5 9. 5 EqK = 9. 60 S4 C=120 0 . 00 0. 0 0.0 30 .20 0.008 7 . 50 0. 1 9. 5 Vel = 2 . 68 30 .34 2 . 157 7 . 00 9. 6 9. 6 EqK = 9. 80 S3 C=120 0. 00 0. 0 0. 0 60. 54 0. 030 7 . 00 0 .2 9. 6 Vel = 5. 37 31.31 2 . 157 6. 83 9. 8 9. 8 EqK = 10 . 00 S2 C=120 0. 00 0. 0 0. 0 91. 85 0. 065 6. 83 0 . 4 9. 8 Vel = 8 . 14 35. 84 2 . 157 lE 3.25 10 .2 10.2 K = 11.20 S1 C=120 1T 18 . 46 1 .2 0.0 127. 69 0. 120 21.71 2 . 6 10 .2 Vel = 11 . 32 4 .260 10 . 00 14 .0 14 . 0 B1 C=120 0. 00 0 . 0 0. 0 127 . 69 0. 004 10. 00 0. 0 14 . 0 Vel = 2 . 90 127 . 92 4 .260 10. 00 14 . 1 14 . 1 B2 C=120 0 .00 0. 0 0 . 0 See PATH 4 255. 60 0. 016 10 . 00 0.2 14 . 1 Vel = 5. 81 128 . 75 4 .260 10. 00 14 .2 14 .2 B3 C=120 0. 00 0. 0 0. 0 See PATH 6 384 . 36 0. 034 10. 00 0 . 3 14 .2 Vel = 8 .74 42 . 68 4 .260 11 .25 14 . 6 14 . 6 B4 C=120 0. 00 0 . 0 0.0 See PATH 8 427 .04 0. 041 11 .25 0 . 5 14 . 6 Vel = 9.71 5. 54 4 .260 12 . 50 15. 0 15. 0 B5 C=120 0 . 00 0. 0 0 . 0 See PATH 9 432 . 58 0. 042 12 . 50 0. 5 15. 0 Vel = 9. 83 3. 10 4 .260 12 . 50 15. 6 15. 6 B6 C=120 0 . 00 0. 0 0. 0 See PATH 10 435. 68 0 . 042 12 . 50 0. 5 15. 6 Vel = 9. 90 1 . 57 4 .260 12 . 50 16. 1 16. 1 B7 C=120 0. 00 0. 0 0. 0 See PATH 11 437 .26 0 . 043 12 .50 0. 5 16. 1 Vel = 9. 94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE S5 TO A18 CONTINUED 1 .23 4 .260 12 . 50 16. 6 16. 6 B8 C=120 0 .00 0. 0 0 .0 See PATH 12 438 . 49 0. 043 12 . 50 0. 5 16. 6 Vel = 9. 97 2 .26 4 .260 12 . 50 17 . 1 17 . 1 B9 C=120 0. 00 0 . 0 0. 0 See PATH 13 440 .75 0. 043 12 . 50 0. 5 17 . 1 Vel = 10 . 02 4 .27 4 .260 12 .25 17 . 7 17 .7 B10 C=120 0. 00 0. 0 0. 0 See PATH 14 445. 02 0. 044 12 .25 0. 5 17 . 7 Vel = 10. 12 7 . 13 4 .260 12 . 00 . 18 .2 18 .2 Bll C=120 0 . 00 0 . 0 0. 0 See PATH 15 452 . 16 0. 045 12 . 00 0. 5 18 .2 Vel = 10 .28 10. 85 4 .260 12 . 83 18 . 8 18 . 8 B12 C=120 0 .00 0. 0 0 . 0 See PATH 16 463. 00 0. 047 12 . 83 0. 6 18 . 8 Vel = 10. 52 15. 79 4 .260 12 . 17 19. 4 19. 4 B13 C=120 0 .00 0. 0 0. 0 See PATH 17 478 .79 0 . 050 12 . 17 0 . 6 19. 4 Vel = 10 . 88 21 . 50 4 .260 11 . 50 20 . 0 20.0 B14 C=120 0. 00 0 . 0 0 .0 See PATH 18 500 .29 0. 055 11 . 50 0. 6 20 . 0 Vel = 11 . 37 27 . 95 4 .260 1T 11 . 00 20. 6 20 . 6 B15 C=120 26. 33 0.0 0. 0 See PATH 19 528 .24 0 . 060 37 . 33 2 . 3 20. 6 Vel = 12 . 01 A18 528 .24 22 . 9 K = 110 . 46 29. 63 1 . 049 1T 1 . 67 7 . 0 7 . 0 K = 11 .20 S4S C=120 5. 00 0.7 0. 0 29. 63 0.269 6. 67 1 . 8 7 . 0 Vel = 11 . 11 S4 29. 63 9.5 K = 9. 60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M Warehouse Drawing Date: 3/ 7118 15: 2 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 30. 34 1 . 049 1T 1 . 17 7 . 3 7 .3 K = 11 .20 S3S C=120 5. 00 0. 5 0.0 30 .34 0.281 6. 17 1 . 7 7 . 3 Vel = 11 . 37 S3 30. 34 9. 6 K = 9. 80 31.31 1 .049 1T 0. 67 7 . 8 7. 8 K = 11 .20 S2S C=120 5. 00 0. 3 0 . 0 31. 31 0.298 5. 67 1 .7 7 . 8 Vel = 11 .74 S2 31 . 31 9. 8 K = 10 . 00 PATH 3 FROM HYDRAULIC REFERENCE S13 TO A2 29. 69 1 . 049 1T 1 . 67 7 . 0 7 . 0 K = 11 .20 S13S C=120 5. 00 0 .7 0. 0 29. 69 0.270 6. 67 1 . 8 7 . 0 Vel = 11 . 13 2 . 157 7 . 50 9. 6 9. 6 EqK = 9. 61 S13 C=120 0. 00 0. 0 0.0 29. 12 0 . 008 7 . 50 0. 1 9. 6 Vel = 2 . 58 30.39 2 . 157 7 . 00 9. 6 9. 6 EqK = 9. 80 S14 C=120 0.00 0. 0 0 . 0 59. 51 0 . 029 7 .00 0.2 9. 6 Vel = 5.28 31 .34 2 . 157 6. 83 9. 8 9. 8 EqK = 10. 01 S15 C=120 0 .00 0.0 0. 0 90. 85 0. 064 6. 83 0. 4 9. 8 Vel = 8 . 05 35. 86 2 . 157 1E 3.25 10 . 3 10. 3 K = 11 .20 S16 C=120 1T 18 . 46 1 .2 0. 0 126.71 0 . 118 21.71 2 . 6 10. 3 Vel = 11 .23 A2 126. 71 14 . 0 K = 33. 85 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date:, 3/ 7118 15: 2 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 30. 39 1 . 049 1T 1 . 17 7 . 4 7 . 4 K = 11 .20 S14S C=120 5. 00 0. 5 0 . 0 30 . 39 0.282 6. 17 1.7 7 . 4 Vel = 11 . 39 S14 30.39 9. 6 K = 9. 80 31 . 34 1. 049 1T 0 . 67 7 . 8 7 . 8 K = 11 .20 S15S C=120 5.00 0. 3 0 .0 31 . 34 0.299 5. 67 1 . 7 7 . 8 Vel = 11 .75 S15 31 . 34 9. 8 K = 10 . 01 PATH 4 FROM HYDRAULIC REFERENCE S13 TO B2 29. 69 1 . 049 1T 1 . 67 7 . 0 7 . 0 K = 11 .20 S13S C=120 5 . 00 0.7 0 . 0 29. 69 0 .270 6. 67 1 . 8 7 . 0 Vel = 11 . 13 2 . 157 7 . 50 9. 6 9. 6 EqK = 9. 61 S13 C=120 0. 00 0. 0 0 . 0 0. 57 0. 000 7 .50 0.0 9. 6 Vel = 0. 05 29. 69 2 . 157 7 . 50 9. 6 9. 6 EqK = 9. 61 S12 C=120 0. 00 0. 0 0 . 0 30.26 0. 008 7 . 50 0. 1 9. 6 Vel = 2 . 68 30. 40 2 . 157 7 .00 9. 6 9. 6 EqK = 9. 80 S11 C=120 0 . 00 0 . 0 0. 0 60. 66 0.030 7 . 00 0 .2 9. 6 Vel = 5 . 38 31 . 36 2 . 157 6. 83 9. 8 9. 8 EqK = 10. 01 S10 C=120 0. 00 0. 0 0. 0 92 .02 0 .065 6. 83 0. 4 9. 8 Vel = 8 . 16 35. 90 2 . 157 lE 3 .25 10 . 3 10. 3 K = 11 .20 S9 C=120 1T 18 . 46 1 .2 0. 0 127 . 92 0. 120 21 .71 2 . 6 10.3 Vel = 11 . 34 B2 127 . 92 14 . 1 K = 34 . 09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Narehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 29. 69 1. 049 1T 1. 67 7 . 0 7 . 0 K = 11 .20 S12S C=120 5. 00 0.7 0. 0 29. 69 0 .270 6. 67 1 . 8 7 . 0 Vel = 11 . 13 S12 29. 69 9. 6 K = 9. 61 30. 40 1 . 049 1T 1 . 17 7 . 4 7 . 4 K = 11 .20 S11S C=120 5. 00 0.5 0. 0 30. 40 0.282 6. 17 1 .7 7 . 4 Vel = 11 . 40 S11 30 . 40 9. 6 K = 9. 80 31 . 36 1 . 049 1T 0. 67 7 . 8 7 . 8 K = 11 .20 S10S C=120 5. 00 0. 3 0. 0 31. 36 0.299 5 . 67 1 . 7 7 . 8 Vel = 11 .76 S10 31 . 36 9. 8 K = 10. 01 PATH 5 FROM HYDRAULIC REFERENCE S21 TO A3 29. 89 1 . 049 1T 1 . 67 7 . 1 7 . 1 K = 11 .20 S21S C=120 5. 00 0.7 0. 0 29. 89 0.274 6. 67 1 . 8 7 . 1 Vel = 11 .20 2 . 157 7 . 50 9.7 9.7 EqK = 9. 61 S21 C=120 0.00 0. 0 0 . 0 29.29 0. 008 7 . 50 0. 1 9.7 Vel = 2 . 60 30. 59' 2 . 157 7 . 00 9. 7 9.7 EqK = 9. 81 S22 C=120 0. 00 0. 0 0. 0 59. 88 0. 030 7 . 00 0.2 - 9. 7 Vel = 5. 31 31 . 54 2 . 157 6. 83 9. 9 9. 9 EqK = 10. 01 S23 C=120 0. 00 0. 0 0 . 0 91 . 43 0 . 065 6. 83 0. 4 9. 9 Vel = 8 . 11 36. 08 2 . 157 lE 3.25 10 . 4 10 . 4 K = 11 .20 S24 C=120 1T 18 . 46 1 .2 0 .0 127 . 50 0. 120 21 . 71 2. 6 10. 4 Vel = 11 . 30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn A3 127 . 50 14 .2 K = 33. 87 30.59 1.049 1T 1 . 17 7 . 5 7 . 5 K = 11 .20 S22S C=120 5. 00 0. 5 0. 0 30.59 0 .286 6.17 1.8 7 . 5 Vel = 11 . 47 S22 30.59 9. 7 K = 9. 81 31 . 54 1 . 049 1T 0. 67 7 . 9 7 . 9 K = 11 .20 S23S C=120 5. 00 0 . 3 0 . 0 31 . 54 0 . 302 5. 67 1 .7 7 . 9 Vel = 11 . 82 S23 31 . 54 9. 9 K = 10 . 01 PATH 6 FROM HYDRAULIC REFERENCE S21 TO B3 29. 89 1 . 049 1T 1 . 67 7 . 1 7 . 1 K = 11 .20 S21S C=120 5. 00 0. 7 0. 0 29.89 0.274 6. 67 1 . 8 7 .1 Vel = 11 .20 2 . 157 7 . 50 9. 7 9.7 EqK = 9. 61 S21 C=120 0. 00 0 . 0 0 . 0 0 . 59 0 . 000 7 . 50 0.0 9.7 Vel = 0. 05 29. 89 2 . 157 7 . 50 9.7 9. 7 EqK = 9. 61 S20 C=120 0.00 0 . 0 0. 0 30 . 48 0 . 008 7 . 50 0 . 1 9. 7 Vel = 2 .70 30. 60 2 . 157 7 . 00 9. 7 9. 7 EqK = 9. 81 S19 C=120 0 . 00 0. 0 0. 0 61 .07 0 .031 7 . 00 0.2 9.7 Vel = 5. 41 31 . 56 2 . 157 6. 83 9. 9 9. 9 EqK = 10. 01 S18 C=120 0. 00 0. 0 0 . 0 92 . 64 0. 066 6. 83 0. 5 9. 9 Vel = 8 .21 36. 12 2 . 157 lE 3.25 10. 4 10. 4 K = 11 .20 S17 C=120 1T 18 . 46 1 .2 0. 0 128 . 75 0. 122 21 .71 2 . 6 10. 4 Vel = 11 . 42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7118 15: 2 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B3 128 . 75 14 .2 K = 34 . 12 29. 89 1 . 049 1T 1 . 67 7 . 1 7 . 1 K = 11 .20 S20S C=120 5.00 0.7 0 . 0 29. 89 0.274 6. 67 1 . 8 7 . 1 Vel = 11 .20 S20 29. 89 9. 7 K = 9. 61 30. 60 1 .049 1T 1 . 17 7 . 5 7 . 5 K = 11 .20 S19S C=120 5. 00 0. 5 0. 0 30. 60 0.286 6. 17 1 . 8 7 . 5 Vel = 11 . 47 S19 30 . 60 9.7 K = 9. 81 31 . 56 1 . 049 1T 0 . 67 7 . 9 7 . 9 K = 11.20 S18S C=120 5. 00 0. 3 0 . 0 31 .56 0. 303 5. 67 1 . 7 7 . 9 Vel = 11 . 83 S18 31 . 56 9. 9 K = 10 . 01 PATH 7 FROM HYDRAULIC REFERENCE S31 TO A4 35. 49 1 . 049 1T 0. 67 10. 0 10 . 0 K = 11 .20 S31S C=120 5. 00 0. 3 0 . 0 35. 49 0. 376 5. 67 2 . 1 10. 0 Vel = 13. 30 2 . 157 6. 83 12 . 5 12 . 5 EqK = 10. 05 S31 C=120 0. 00 0 . 0 0. 0 27 . 71 , 0. 007 6. 83 0 . 0 12 . 5 Vel = 2 . 46 39. 61 2. 157 lE 3.25 12 . 5 12 .5 K = 11.20 S32 C=120 1T 18 . 46 1 .2 0 . 0 67. 31 0. 037 21 . 71 0. 8 12 . 5 Vel = 5. 97 A4 67 . 31 14 . 5 K = 17 . 68 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7118 15: 2 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE S31 TO B4 35. 49 1 . 049 1T 0. 67 10 . 0 10. 0 K = 11 .20 S31S C=120 5. 00 0 . 3 0.0 35. 49 0. 376 5. 67 2 . 1 10 . 0 Vel = 13. 30 2 . 157 7 . 00 12 . 5 12 . 5 EqK = 10.05 S31 C=120 0 .00 0.0 0. 0 7. 78 0. 001 7. 00 0 . 0 12 . 5 Vel = 0 . 69 34 . 90 2 . 157 lE 39. 58 12 . 5 12 . 5 EqK = 9. 89 S30 C=120 1T 18 . 46 1 .2 0 . 0 42 . 68 0. 016 58 . 04 0. 9 12 . 5 Vel = 3.78 B4 42 . 68 14 . 6 K = 11 . 18 34 . 90 1 .049 1T 1 . 17 9.7 9.7 K = 11 .20 S30S C=120 5.00 0 . 5 0 . 0 34 . 90 0. 364 6. 17 2 .2 9.7 Vel = 13. 08 S30 34 . 90 12 . 5 K = 9. 89 PATH 9 FROM HYDRAULIC REFERENCE A5 TO B5 5. 54 2 . 157 2E 56. 67 15. 0 15. 0 A5 C=120 2T 36. 92 0.0 0. 0 See PATH 1 5. 54 0. 000 93. 59 0 . 0 15.0 Vel = 0. 49 B5 5. 54 15. 0 K = 1 . 43 PATH 10 FROM HYDRAULIC REFERENCE A6 TO B6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I Warehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE A6 TO B6 CONTINUED 3. 10 2 . 157 2E 56. 67 15. 5 15. 5 A6 C=120 2T 36. 92 0. 0 0.0 See PATH 1 3. 10 0 . 000 93. 59 0 . 0 15 .5 Vel = 0.28 B6 3. 10 15. 6 K = 0 .79 PATH 11 FROM HYDRAULIC REFERENCE A7 TO B7 1.57 2 . 157 2E 56. 67 16. 1 16. 1 A7 C=120 2T 36. 92 0. 0 0. 0 See PATH 1 1 . 57 0 . 000 93. 59 0 . 0 16. 1 Vel = 0 . 14 B7 1 . 57 16. 1 K = 0. 39 PATH 12 FROM HYDRAULIC REFERENCE A8 TO B8 1 .23 2. 157 2E 56. 67 16. 6 16. 6 A8 C=120 2T 36. 92 0 . 0 0. 0 See PATH 1 1 .23 0. 000 93. 59 0. 0 16. 6 Vel = 0. 11 BS 1 .23 16. 6 K = 0. 30 PATH 13 FROM HYDRAULIC REFERENCE A9 TO B9 2 .26 2 . 157 2E 56. 67 17 . 1 17 . 1 A9 C=120 2T 36. 92 0. 0 0 . 0 See PATH 1 i 2 .26 0. 000 93. 59 0 . 0 17 . 1 Vel = 0.20 B9 2 .26 17 . 1 K = 0 . 55 PATH 14 FROM HYDRAULIC REFERENCE A10 TO B10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE A10 TO B10 CONTINUED 4 .27 2 . 157 2E 56. 67 17 .7 17 .7 A10 C=120 2T 36. 92 0 . 0 0. 0 See PATH 1 4 .27 0.000 93. 59 0 . 0 17 . 7 Vel = 0.38 B10 4 .27 17 .7 K = 1 . 02 PATH 15 FROM HYDRAULIC REFERENCE All TO B11 7 . 13 2 . 157 2E 56. 67 18 .2 18 .2 All C=120 2T 36. 92 0. 0 0.0 See PATH 1 7 . 13 0 . 001 93. 59 0. 1 18 .2 Vel = 0. 63 Bll 7 . 13 18 .2 K = 1 . 67 PATH 16 FROM HYDRAULIC REFERENCE Al2 TO B12 10. 85 2 . 157 2E 56. 67 18 .7 18 . 7 Al2 C=120 2T 36. 92 0 . 0 0. 0 See PATH 1 10. 85 0. 001 93. 59 0 . 1 18 .7 Vel = 0. 96 B12 10. 85 18 . 8 K = 2 . 50 PATH 17 FROM HYDRAULIC REFERENCE A13 TO B13 15. 79 2 . 157 2E 56. 67 19. 1 19. 1 A13 C=120 2T 36. 92 0. 0 0 . 0 See PATH 1 15. 79 0. 003 93. 59 0.2 19. 1 Vel = 1 . 40 B13 15. 79 19. 4 K = 3. 59 PATH 18 FROM HYDRAULIC REFERENCE A14 TO B14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Drawing Date: 3/ 7/18 15: 2 Tyco Fire Products Page 19 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE A14 TO B14 CONTINUED 21 . 50 2 . 157 2E 56. 67 19. 6 19. 6 A14 C=120 2T 36. 92 0. 0 0.0 See PATH 1 21 . 50 0. 004 93. 59 0. 4 19. 6 Vel = 1. 91 B14 21 . 50 20. 0 K = 4 . 81 PATH 19 FROM HYDRAULIC REFERENCE A15 TO B15 27 . 95 2 . 157 2E 56. 67 19. 9 19. 9 A15 C=120 2T 36. 92 0. 0 0 . 0 See PATH 1• 27. 95 0. 007 93. 59 0. 7 19. 9 Vel = 2 . 48 B15 27 . 95 20. 6 K = 6. 16 PATH 20 FROM HYDRAULIC REFERENCE A16 TO A17 47 . 82 2 . 157 2E 56. 67 20 .3 20. 3 A16 C=120 2T 36. 92 0 . 0 0. 0 See PATH 1 47 . 82 0. 020 93. 59 1 . 8 20. 3 Vel = 4 .24 A17 47 . 82 22 . 1 K = 10 . 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Warehouse Static Pres: 72.0 psi Pressure: 59.8 psi In: 0 gpm 200 Airport Way Resid. Pres: 68.0 psi Sys Flow: 875 gpm Out: 500 gpm Hyannis, MA Flow: 1220 gpm Sys+Hose: 1375 gpm - Remote Area: 1 Date: 11-13-13 Safety Pres: 7.2 psi Loc: Hd Elv Pres: 13.7 psi 140 120 100 80 Su ply 60 500 gpm hose 40 20 13.7 psi 300 450 600 750 900 1050 1200 1350 15( t pirINE.r, Town of Barnstable Building Department artment Services BnxN n. Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office:.::508-862-4038 Fax: 508-790-6230 ctober 2,.2017 David Gould 98 Old Chatham Road Harwich, Ma. 02645 RE: 200'Airport Way, Hyannis, Map: 312 Parcel 009-001 Dear Mr. Gould: This letter is in response to application number TB-17-2084:As you may recall,this office contacted you a while ago regarding this application and requested additional construction documents. To date this office has not received the requested documents and;therefore,your application is denied as submitted for the following reasons: 1) 'Incomplete construction documents as required by Chapter 1 Section 106.2 of the IEBC And, if aggrieved by this notice and order; to show cause to why you should not be required to do so, you may file a Notice of Appeal (specifying the grounds thereof)with the.state.Biiilding Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, J. auzon . Chief Local Inspector jeffrey.lauzon@town.bamstable.ma.us (508) 862- 4034 r s �"E Town of Barnstable Regulatory Services KAM ' ` Richard V.Sca%Direptor Building Division. Paul Roma,Bnilding Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, J Tcue�e C \ CP-cg"Or ,as Owner of the.subject property r �. hereby authorize D `"VD y U o l C! to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. i w e of Owner Signature of Applicant F� Print Name t52ni Name Date QYORMS:OWNERPERMISSIONPOOI S Town of Barnstable Regulatory Services p�FtME bJy� Richard V..Scali,Director Building Division IMXNsrwst a. II Paul Roma,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: + city/town state zip code The current exemption for"homeowners"was extended to include owner-occpRied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is;or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. . l 6 5 wJ •. e The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION j The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lackof awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doe 06/20/16 } l: Massachusetts Department of Public Safety Board of Building Regulations and Standards' License: CS-076280 Construction Supervisor DAVID H GOULD 98 OLD CHATHAM RD HARWICH MA 02645 ;�/%v.��•v' �%I��-- Expiration: Commissioher 04/07/2019 i -tea z ; i• <Gr. v}' Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. .t Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIPS Licensing information visit:WWW.MASS.GOV/DPS U.U..„stein ,,�ti F r -77w Co mmmmeah*ofAfassadrugetts D�eprr�eizt c�,� In -4cciclarfg - face a,��gat€trrrs. . Barton,HA 021-11 k4'yvm 7zas£gov1dia itrl ers' Punipensafian.lumr xc-e�davi Builder C nfr ctarslF1i+N-f**i-: =,tet hers AmlIcaiad moor atiaxt Please print CO V-%S't e ud� * o •\ 9X old ffi40,0y P,6 city/stm &-eyD.,m an employer?Cfieckthe appra riafe baz: 1-0 I am a�+�I ufh 4. ❑I mn a,-a�mal caaimctur anc[I 6. New Type New c ect fr onst=afi coon:me j: ' emplagees(feltasdforpart-timer* I=ehiredlTie mbF conkactm ❑ . 2.❑ I am a sole prapaetaf arpartuer- lise d aafhe arched sheet 7. Rerao&Hng sdfip and have no employees: These sub-camtadury have 8. E]Demalifion wading for�Ie ifl any employees anlbave wadmm' -ENO wodmre camp.f Lsm-m= comp.insaranml 9. ❑SraTing I&Etioa required 1 5_ We are a cciporafim and its 10-❑Elechical mpaim or add±ious o£a:en have e�rdsed•thek 3.[�IamafiamsovmerdoiggalYtivork 1L❑Flumisiagrepairsorad&tians My sax END Vim•gip_ ugfit of arempflou per MGL -) insunme requind.I T C.Li2,§ICA sndwe have no MEI Roafrepaim employees [No wU lm& f3.0'f?fhes comp.iumra .e m ] $�lyapg6�tB�stcSeEUT3=FImada]sofilloa�thesectiaabcTmusUmQagdseatundcedau�em= o Snsneevra¢stshasuit�ss�daeu`im�r g sx�daia�sdFw�3cascddseal�o-atsideca� z�ct5vhmitS3MlWaMdxeStindiadinasnrh rCa s$u2d ECIt fs b=mast zttads�mtad3iSansl sheet s8nn�sgthess�of the sins-ccmiacfo-sssmd st�etrhdhe�arnottbnse emitieshas� ' e�npdo}ees.?€ffiesvFrtaa�dnsls�ceempIoFers.Efie�emnstPmFide-tl�or srorkas'asmp.gaTscgsivmfret . I ant arl Clifpkpff Mat is prQVhh g n'arkers cau pa lSdiart inMIrarzc4 f or NV clop 3-Ces Belary it ffcs paficy amd jab site iri�armaitou - ' IasmanreCoMpaagi 2M8: 'Pafiay�or pelf--ins.Lie..�: 8t)l�.�rC� �iaatiaaI?ate: �1�r� - Job SiteAddte= h Ark��-1✓01�� �� Ciigf5tafe{2sg: /`����KJ I� Attach a copy afthe swo-rkere compensafioapoUcy declaration page.(showing the poTicp number and expiration date). Failnm to secure cavwage as requkednader•SwEom 25A of MQ.m 157 can lead to the imposit of criminal peuattses of a tine IIp to$ aa�U sad'ar ofle wear* -s "r'i�8S veil a5 CiS'II peQalties is fire fuaa of ao STOP WORD€)RDERand a fine of up to 2SQD4 a dug aggaftmt the violai>Sr. �e.advised t a cctp j of this sfateme =y.be forwarded to the Office of laves€igadoas of the DIA for fnetEr=.L-coverage vadffcabma. I do tterehy c rurd¢r tits s gaitals fTaatffte uariauprmid, da ix 6r�rc and correct Datm a Pbane'ik b qq — Ojftid try wi£y. Da rout ivrke in ffa s=eff,it&ire wrny* &,d by city artom z5gciH City or Tawm. ParraftMicease 9 Tag unify(drde a=): L Board of lfe2I•tb. :.BuMmg.DepasfineaE 3.CliT7Fova Qerk 4-Electrical hmpwtor S.PhmbfitgEaspecfar 6.over. . Confact Person: Phan#: : � : 6 rjldro ro � ' ' ° W Y co 0 Et 9 1}{}.� • � \� • � � Q � c � _ 1 � Y � , ��I�y�]y1, (y �:1� }., �Y • pHF7� 1p�� I �L Fxjllbb1CC lJ . A „11� •11"hh ❑ IIff11^^.. a- p . �:1 o VJ pr7 Y. r' ajjj°°° v [� cCpp tkI b � R. fc � Ef Et V. , w o H , P. o., n Er w vi o " Initial:Construction Control Document To be submitted with the building permit application by a ' Registered Design Professional for work per the 9"'edition of the Massachusetts State Building Code, 780 CMR;Section 107:6.2 Project Title: Warehouse Date: 3-2 1-18 Property Address:.200 Airport Way,Hyannis, MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Installation of automatic sprinklers. I Scott Henderson MA Registration Number:46553 Expiration date: 6/30/1.8 ,am a registered design professional, and 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 Fire Protection Electrical Other:. for the above named project and that such plans,computations and specifications meet the applicable provisions.ofthe 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 duality of the work and to determine ifthe work is being performed in a,manner consistent with the approved. construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with_periin.ent comments, in a form acceptable to the building official.. Upon completion of the work,l shall submit to the building official a `Final Construction Control Document'. Scott Q Enter in the space to the right a "wet"or p g Henderson electronic signature and seal: 2018.03.21 \k "!1#0 , Mass Fire Protection '00'04 10434:34 Phone number: (508)790-4696 Email: scott_.hendersonRcharter.net Building Official Use_Oniv Building official Name: Permit No.: Date: Note 1. Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised. 11`other'is.chosen, provide a description. Trial Version 10 09 2012 1-7 - 2_0'iNj�t COMPoANY PRO CT �. Swanson Structural,Inc. Shepley Wood Products WoodWorks. Paui P Swanson,P.E. Bar Airport Way 116 Forest Barn.Street stable,MA AWTWAIN FM b'AOD.DESIGN Franklin,MA 02038 Job 5797 - Sep.14,2017 10:13 Joist 1 Design Check Calculation Sheet Woodworks Sizer 9.3 Loads: i Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End. Loadl Dead Full Area No 10.00 (16.0)* psf Load2 Live Full Area Yes 100.00 (16.0)* psf Self-weight Dead Full UDL No 2.8 plf *Tributary Width (in) Maximum Reactions(lbs), Bearing Capacities(lbs)and Bearing Lengths(in) : 13.6' I 1 I 0' 4.17' . 13.54' Unfactored' Dead 2 156 62 Live 259 1285 522 Factored: Uplift 239 Total 261 1441 584 Bearing: Capacity Joist 319 1441 584 Supports 586 2209 1073 Anal/Des Joist 0.82 1.00 1.00 Support 0.45 0.65 0.54 Load comb #3 #2 #4 Length 0.50* 1.89 0.92 Min req'd 0.50* 1.89 0.92 Cb 1.0.0 1.20 1.00 Cb min 1.00 1.20 1.00 Cb support 1.25 1.25 1.25 1 Fcp sup 6251 1 6251 62.5 1 *Minimum bearing length setting used: 1/2 for end supports Lumber-soft,S-P-F,No.1/No.2,2x10(1-1/2"x9-1/4") Supports:All-Timber-soft Beam,D.Fir-L No.2 Floor joist spaced at 16.0"c/c;Total length:13.6'; Lateral support:top=full,bottom=at supports;Repetitive factor:applied where.permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2006 Criterion Analysis Value Design Value Anal sis/Design Shear fv = 76 Fv' = 135 fv Fv' = 0.57 Bending(+) fb = 62.7 Fb' = 1107 fb/Fb' = 0.57 Bending(-) fb = 694 Fb' = 1007 fb/Fb' = 0.69 Live Defl'n 0.10 = <L/999 0.31 = L/360 0.32 Total Defl'n 0.12 = L/972 0.47 = L/240 0.25 OF,hf4,9,, PAULW. :G i SWANSON -U/ 16, STRUCTURAL -� No.3533410 r1 O C/7 NAL c3, ?b*)2P �I I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Joist 1 WoodWorks®Sizer 9.3 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.00 1.00 1.00 0.909 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V - 833, V design 706 lbs Bending(+): LC #4 = D+L (pattern: _L), M = 1118 lbs-ft Bending(-): LC #2 = D+L, M = 1237 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2009),the National Design Specification (NDS 2005),and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. _J l- Q W Cn ® z 0 < z v--( M l� W =� V3 r COMPANY PROJECT w r ® Swanson Structural,Inc. Shepley Wood Products OD tt 7 ood WO 1. k.S '11'6 W.Swanson,P.E. 'Ba Airport Way 116 Forest Street Barnstable,MA SOnWIIAgfF09WOQDOFMN Franklin,MA 02038 Job 5797 Sep. 14,2017 10:12 Joist 2 Design Check Calculation Sheet WoodWorks Sizer 9.3 Loads: Load Type Distribution Pat- Location [ft] Magnitude . Unit tern Start End Start End Loadl Dead Full Area 10..00 (12.0)* psf Load2 Live Full Area 100.00 (12.0)* psf Load3 Live Point 6.00 200 lbs Self-weight Dead Full UDL 2.8 plf *Tributary Width (in) Maximum Reactions(lbs), Bearing Capacities(lbs)and Bearing Lengths(in) : 10.38' 0' 10.29' Unfactored• Dead 66 66 Live 603 635 Factored: tt Total 670 701 3 Bearing: Capacity Joist 670 701 Supports 1231 1289 Anal/Des Joist 1.00 1.00 Support 0.54 0.54 Load comb #2 #2 Length 1.05 1.10 _ Min req'd• 1.05 1.10 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 1.25 Fcp sup 625 625 Lumber-soft,S-P-F,No.1/No.2,2x10(1-1/2"x9-1/4") Supports:All-Timber-soft Beam,D.Fir-L No.2 Floorjoist spaced at 12.0"Gc;Total length: 10.38'; Lateral support:top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2006: Criterion Analysis Value -Design Value Analysis/Design Shear fv = 65 Fv' = 135 fv/Fv' = 0.48 Bending(+) fb = 1099 Fb' = 1107 fb/Fb' = 0.99 Live Defl'n 0.24 = L/521 0.34. = L/360 0.69 Total Defl'n 0.25 = L/485 0.51 = L/240 0.49 f i 1iA OF A%S' PAULW. ���� ' tCl SWANSON ' m CIRKTURAL t� P U) No,35334 cri r F-] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Joist 2 WoodWorks®Sizer 9.3 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V = 696, V design = 604 lbs Bending(+): LC #2 = D+L, M = 1958 lbs-ft Deflection: LC #2 = 0.5D+L (live) LC #2 = 0.5D+L (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2009),the National Design Specification (NDS 2005),and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I i I 11J a � < W O Z M i Q m co � 0 f COMPANY PROJECT r & Swanson Structural,Inc. Shepley Wood Products Wood Wo 1 �S Paul W.Swanson,P.E. 200 Airport Way 116 Forest Street Barnstable,MA '10"WAREFOR WOOD DESIrN Franklin,MA 02038 Job 5797 Sep.14,2017 10:54 Header 1. Design Check Calculation Sheet WoodWorks Sizer 9.3 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 10.00(14.50)* psf Load2 Live Full Area 100.00(14.50)* psf Load3 Dead Full Area 10.00 (5.00)* psf Load4 Live Full Area 50.00 (5.00)* psf Self-weight Dead Full UDL 5.6 plf *Tributary Width (ft) Maximum Reactions(lbs), Bearing Capacities(ibs)and Bearing Lengths(in) : 3.77' i i 1 0' 3.5' j Unfactored• Dead 377 377 Live 3201 3201 Factored: Total 3578 3578 Bearing: Capacity Beam 3825 3825 Supports 5175 5175 Anal/Des Beam 0.94 0.94 Support 0.69 0.69 Load comb #2 #2 Length 3.00 3.00 Min req'd 2.81 2.81 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.00 1.00 Fc sup 5001 1 500 Lumber n-ply,S-P-F, NoA/No.2,2x10,2-ply(3"x9-1/4") Supports:All-Timber-soft Column,S-P-F No.2 Total length:3.77'; Lateral support:top=at supports,bottom=at supports; .Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2005: Criterion rAnalysis Value Design Value Analysis/Design Shear fv = 89 Fv' = 135 fv Fv' = 0.66 Bending(+) fb 816 Fb' = 955 fb/Fb' = 0.85 � F1¢ � Live Defl'n02 = <L/999 0.12 L/360 0.18Total Defl'n02 = <L/999 0.17 = L/240 0.13 J S(R T L No,35334 10 STe I F-] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header 1 WoodWorks®Sizer 9.3 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 0.992 1.100 1.00 1.00 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 . - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+L, V = 3326, V design = 1639 lbs Bending(+) : LC #2 = D+L, M = 2910 lbs-ft Deflection: LC #2 = 0.5D+L (live) LC #2 = 0.5D+L (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 139e06 lb-in2/ply "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2009),the National Design Specification (NDS 2005),and NDS Design Supplement 2.Please verify that the default deflection limits are appropriate for your application. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. LLI co LU _� CJ N Q.. a O r COMPANY PROJECT n l �( ® Swanson Structural,Inc. Shepley Wood Products Wood Y Yorks Paul W.or Swanson,P.E. Bar Airport Way 116 Forest Street Barnstable,MA SOnWARFADR WOOD prsraN Franklin,MA 02038 Job 5797 Sep.14,2017 10:56 Header 2 Design Check Calculation Sheet WoodWorks Sizer 9.3 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 10.00 (5.00)* psf Load2 Live Full Area 100.00 (5.00)* psf Load3 Live Full UDL 80.0 plf Self-weight Dead Full UDL 4.4 plf *Tributary Width (ft) Maximum Reactions(lbs), Bearing Capacities(lbs)and Bearing Lengths(in) 3.67' 0' .5' Unfactored• Dead 100 .100 Live 1065 1065 Factored: Total 1165 1165 Bearing: Capacity Beam 1912 1912 Supports 2587 2587 Anal/Des Beam 0.61 0.61 Support 0.45 0.45 Load comb #2 #2 Length 1:50 1.50 Min req'd 0.91 0.91 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.00 1.00 Fc sup 500 500 P Lumber n-ply,S-P-F, No.1/No.2,W,2-ply(TW-1/4") i Supports:All-Timber-soft Column,S-P-F No.2 Total length;3.67'; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: A�A OF l Criterion Analysis value Design Value Analysis/Designt Shear fv = 48 Fv' = 135 fv/Fv' = 0.36 Bending(+) fb = 444 Fb' = 1043 fb/Fb' = 0.43 C5" PAUL Live Defl'n 0.01 = <L/999 0.12 = L/360 0.13 30# a)N Total,Defl'n 0.02 = <L/999 0.17 = L/240 0.09 ,g € STRUCTURAC ma 's/�r 1 L j W Z p Oil Lfj C/7 Z' F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header 2 WoodWorks®Sizer 9.3 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 0.993 1.200 1.00 1.00 1.00 1.00 - 2 FCp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' -- 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 6.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC. #2 = D+L, V = 1110, V design = 703 lbs Bending(+) : LC #2 = D+L, M = 971 lbs-ft DeflectionLC #2 = 0.5D+L (live) LC #2 = 0.5D+L (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: ., Deflection: El = 67e06 lb-in2/ply "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2009),the National Design Specification (NDS 2005),and NOS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top4oaded.Where beams are side-loaded,special fastening details may be required. Cz j i cor Z CC? 5 a u. 5 CO _Z m S 0 Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.ma.us Pre-application for Business Certificate Date �C �0 Map J/� Parcel O G Applicant Information Applicants Name J Applicants Address wz m Email Address Go Telephone Number �� ; kLb� Listed ❑ Unlisted ❑ Business Information New Business? ___________ Yes No Business is a registered corporation? ________________________. Yes No If yes Name of Corporation t 0 Sent L a S Cn�c Does business operate under the registered corporate name? Yes Is the business a sole proprietorship or home occupation? _________ Ye No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business ev, r V Business Address O o d Type of Business Ppo V(,&"4 t 0V Building Commissioner Off ce Use Only Conditions Building Commissioner Date l Clerk Office Use Only Project Name: rlJrl' of—&Uq t #fl i do io I d_t � Address:-------a�� Permit#: ';;? 1-7 . P ermit Date: LARGE ROLLED PLANS ARE IN: BOX: SLOT: Date entered in MAPS on: program B . v 1 °F`HET�,yo Town of Barnstable s�xivST"LE. Building Department-200 Main Street ! Hyannis, MA 02601 ATEo:N+AY A Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-1.7-2084 CO Issue Date: 6/25/2018 Parcel ID: 312-009-001 Zoning Classification: INDltd Location: 200 AIRPORT WAY, HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: YES Gen Contractor: DAVID H GOULD Permit Type: Commercial - Business Type of Construction: VB: Any building material permitted by code Design Occupant Load: 24 Comments: ELDRIDGE & BOURNE Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional Je a` for work per the 9 h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Warehouse Date:6/9/18 PermitNo.B-17-2084 Property Address:200 Airport Way,Hyannis MA Project: Check(x)one or both as applicable: x New construction x Existing Construction Project description: Installation of automatic sprinklers. I Scott Henderson MA Registration Number: 46553 Expiration date: 6/30/20 ,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 X Fire Protection Electrical Other: Describe 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 its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: Scott D. Henderson ° 17:49:57 2018.06.09 °"w Mass Fire Protection '00'04- Phone number:(508)7904696 Email: Scott—Henderson@charter.net Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 ~ Final Construction Control Document u To be submitted at completion of construction by a W Registered Design Professional SVe�W° for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: .( �' w� Date: y g PerrmitNo.���1 ^a°v Property Address: -2-4n Project: Check one or both as applicable: ❑ New construction ❑ Existing Construction Project description: -eu�rnr r MA Registration Number: d tO 0 Expiration date: 13� 1$ ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project [ ] Architectural [ Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and 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 the construction documents and this code. Enter in the space to the right a"wet"or . electronic signature and seal: Phone number: 2.1 Email: �Q A-M �1A�n�2,r'>.Con• Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 .�' Town of Barnstable Building , " ;�;s„' . .? .»"'yr- '; if£�,f �. ',a �.e,� '', T a .,¢i• .i.,.,�,;�-.`. ,fg,Y h,�t' • -."'� 4 .i.«:- ' '.s. `",aa'.; :: tihae 3, PostnThis Card So That It Is V slble€Fro the Street A roved,Ptans Mustbe Reta'i`'ed"onr'£ob.`an° i sCard.M" g I rr> pp � p � d th s ust�be Ke t ! lAktil3[A9LF, •. s,�,& b,;�x'��; �I� ate, �:° sYxa. x x c, i?"s 's ,.ht t s � �"r �, � c3 �' <x P � �.r ev- x .e:H§f, "� a h. -gx�t p t -" ,a 'n* n t i ., M' Po`sted'Untllflnalxln.s eetiongHas.,Been Made xt ,a + .: YX` x>.. � ib3¢. g 'bF„>., Permit Where�a Certificate;, f,Occupancyl Requwred,such Bu�.ding shay Not:be Occw led untilaa"Fin I Ins ection has been•mad'e .. ;: ,., ...:»,.Via.&i.a.'m?:tdre,., Permit No. B-18-1641 Applicant Name: MULVEY, PETER F TR Approvals Date Issued: 06/05/2018 Current Use: Structure Permit Type: Building-Sign Expiration Date: 12/05/2018 Foundation: Location: 200 AIRPORT WAY, HYANNIS Map/Lot: 312 009 001 Zoning District: INDltd Sheathing: Owner on Record: MULVEY, PETER F TR ,k ContractorName Framing: 1 Address: 216 THORNTON DR Contractor License'. 2 HYANNIS, MA 02601 t Cost: $0.00 Chimney: Description: EDREDGE AND BOURNE SIGN 35 SQ FT a Perrplt Fee: $75.00 Insulation: Fee Paid ' $75.00 Project Review Req: ` Date 6/5/2018 Final: s x g/ Plumbin Gas m Rough Plumbing: . Zoning Enforcement Officer a Final Plumbing: This permit shall be deemed abandoned and invalid unless the work a thorged by this permit is commenced within six mdnths after issuance. Rough Gas: All work authorized b this permit shall conform to the approved a IJ.c lqn and the^a roved construction d um Y P PP pP.,. PP o oc entsforwhich#his permit ranted. ,: t� z� � . � P g All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning„by lawsand codes. Final Gas: This permit shall be displayed in a location clearly visible from access st qe or oad and shall be maintained open for public�nspecfion for the entire duration of the work until the completion of the same. r Electrical A \ h t 4 The Certificate of Occupancy will not be issued until all applicable sign" ures by the Building rind Fire Officials are provided on this it. Service: Minimum of Five Call Inspections Required for All Construction Work: x 1.Foundation or Footing �� � �� ,r � Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy , Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). Fire Department Building,plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i I Town of Barnstable Regulatory Services ' KAM BAMSTASMRichard V.Scali,Interim Director �w��� � 1� 039. a` Building Division % Tom Perry, Building Commissioner o lc ¢ 200 Main Street, Hyannis,MA 02601 0 J www.town.barnstable.ma.us ONO Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit Applicant: t v t C4 Assessors No. Doing Business As:--ga4 _� ��r, �tV-Q Ao\ _Telephone No.-jpj Sign Location __C / Street/Road:— o� � _ 11)c�,� `t�,ruvn:_� ��- c a6 r'� V / Zoning District: W Old Kings Highway? Yes&T Hyannis Historic District? Yee Property Owner Name:_ !u (--,IQ Q c� ✓ Telephone: D? Address:-4('0--L-0e'f --- -- ----Village:_ �au�v _ / U -�L G Sign Contra Name: ' 1rQ Telephone: Mailing Address:_D'01z:' top o/ W— _D a•.� escnphon Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? Yes (Note:Ifyes,a wiling pe»nit is required) Width of building face--CLO—ft.x 10- &oO x.10= Check one Reface existing sign or New_J Total Sq.Ft of proposed sign(s) Ifyou have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I ain the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: — Date SIGNS/SIGNREQU 'S ��. 67L) revised110413 5/2/2018 Google Maps Google Maps i �'�' �L�' +�'' 4r �� .•yam " gyp t-•�* _ _ � _ ,TV (� k•,''�� a � of ,tea �� '�, """�i � 5� - '�` 'k '4�['uA���',d � � ti'$"i�' •'.°"� `t�daE'..-e ' `�. � 4 -. 7:J f _� _' ~� s toy , � •� S_ � �,,'-�� •• t , • Y '4� Imagery @2018 Google, ap data©2018 Google 1000 ft, v : t( https://www.google.com/maps/@41.6776967;70.2934903,2195m/data=!3ml!le3 1/1 5/2/2018 Google Maps Google Maps JA A f �. ,.x t Y �.E . i r'�.. , i .�,. 5• .•`SYy, 'd`�l+ri:�' -'i,"� �31r�' ' �jdv 'j�w �n � e P�• .j } ..� ' 1 � � t .`S '�� ma's �-+,z i �+�♦ -wii ` �•c4 _ � F x '� yefe�. � ��_ ; ': � 1,�� +'- �y tt, :C/ �`,. t� •-'K. �i r�� �` '!" =4r. a.r �..7�F.,..... �����a :r r .sir ;�,,f dr.� �<� s, 000 Imagery©2018 Google,Map data 02018 Google 500 ft https://www.google.com/maps/@41.6737273,70.2880405,1098m/data=!3ml!le3 1/1 r d r f ,a1 7 flay ca on ti nC Y i Nr ct a 1 f 'irk -y�+S`�, i� •yMv�4q.;x,� � � � �I a kn• (' - �'"< e r,�� .tom•. ', �� y: r�s } r w rg"i 4 `a ► L " } t DR -- i.�. -''S, J r �• ` e„ ° t. `fir ( k€�!a i' -w e� SLU � -, rf y i ,. "�q•:.�j `'. •#Y, MKi'j' ' yy,�;tfy - ix Mt�.Y� +Y i { s R'1�. " �L'Yt ,..¢:/ � 'RYTarM" itF' •y4�(��CA"�•� R!a' ,.". y Wy� S33F C'#Y."iH t �� fiF-0 +-.a•� Y `.,,*�'$' � '6 S �"a5.i. W a°"R•.. -2 �� ,F Y �M1iAe'��'a*.�°• ^�,} 2,$wr.",'�e�.'-�R,",e�",,�,1+�,.z_t�P'.'�.y.�' wask.•°�n•€4•su'pL4'.i•��j.p.��.*�-' ��'�°-:'fi.+t k' - (� �i+C.�.��t'1a�e� "°�^ w. �''� eta" .j«G. a�P�..k��-S+irL�'_ '��f�'s•�a'�• sa£..eEc��.7� 4ai�� �.� irl:� �� ��i`>.�.�.:. _ 3 F�� f U f� tr flt 4 I'I � a --rt a C " �+.T r ; CIO, I 2 ```���xxx^ f Y• I r w • ''y `��`�' '`"� •.�,> � �,'"� t+,'�:. ---�--.,,ems xyse *V' S a�� F � II ,ram _ o IN — w .4 a Sent from my Whone 6 �`�� � ��� �. �� � p � ,�� � �. � �� ��� /� f 'S:`6VDES1GN VISUAL COMMUNICATION SOLUTIONS April 24, 2018 Town of Barnstable Building Department Services 200 Main Street Hyannis, MA 02601 To whom it may concern: Please find enclosed a sign permit application for 333 lyannough Road Hyannis, MA 02601. 1 have also .enclosed a check along with a self-addressed envelope for the return of the completed permit. If you need any additional information, please feel free to contact me. �3 C) Sincerely, z -- cn ao Ashley DeAndrade }�► rn Project Manager Ashley.deandrade@signdesign.com 508-580-0094 x210 Sign Design, Inc. 1 170 Liberty St. 1 Brockton, MA 02301 :.7 AL lot F1 50 iy. I I-C Iwo, tA Y 00 Town of Barnstable Building Department Services Brian Florence, A p�T A Building Commissioner BABSTABLE 200 Main Street, J H annis, MA 0260120 PbY4.2QS4 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Sign Permit Application Zoning District ff 6 Permit # Historic District ❑ Location by333--�nnowhjh&n 1 Mh D Street address and village 34-0 Applicant iTZ Map & Parcel Telephone Number ��� `�(��� `� Email 1,01 0 S1 n c Ina corn Wall Wall Freestanding ❑ Freestanding ❑ Electrified* ❑ Electrified* -' Dimensions Sign # 4 1 :5 Sq--e Dimensions Sign #1 , �. �� g Square feet Square feet n, '�p Weor-O-,h V0, &'lam W`"' Reface Existing Sign New/Replace Sign Width of Building Face ft. X 10 + X .10= *Lighting Type Lf—D I OMnL UnUc ")n.i R� A wiring permit is required if sign is electrified. The Commonivealth of Massachusetts Department of Industrial Accidents > 1 Con o i'ess Street,Suite 100 Boston,MA 02114-2017 Y( M www.inass.g ov1dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE TILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): i ci n t'4 n n Address: S-� City/State/Zip: j f()Kh n M H O _� 1 Phone#: 5Q R - 5 g0 '- 00 i Are you an employer?Check the appropriate box: Type of project(required): I.EV I am a employer with_(005_employees(full and/or part-time).* 7. ❑New construction 2.[:]l am a sole proprietor or partnership and have no employees working for me in $. Remodeling any capacity.[No workers'comp,insurance required.] 3.n I am a homeowner doing all work myself.[No workers'comp.insurance required.]i 9. ❑Demolition 4.❑l am a homeowner and will be hiring contractors to conduct all work on my property. 1 will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole I I.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.n 1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14-Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. l Insurance Company Name:_ _{..� ly�r Mytyt A Policy#or Self-ins.Lic.#:__X W 0 _55'� �_1 0 Expiration Date: tat 1 lac)113 //���,�,//pp Job Site Address3q",.= _ City/State/Zip; irl] AIR lOGt o d Attach a copy of the workers' ompensation o y declaration page(showing the policy num and expiration date). Failure to secure coverage as required under MGL c. 152,{25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to$250.00 a day against the violator.A c o this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cergy r t is ar penalties of perjur ie information provided above's tr'uei and correct. Si nature: / Date: 2 I Phone#: J p8 -%0- 00 9�-1 Official rise only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: guard of Building R gula,�cf?a and Standards G'onstruct orr S-upety sor. 05RWORP,AR 'To mrzmw IMUL ER I 'WeR W t--kje -• E a it ;. cu -a spew, "ems ia;aoy nse ass-35�M mbficfea� l co,Wa my sters)of emulmsed Woe, E ♦ - CZ-1 y0 _ u it - ?�l� < 112747 Version 04 Decorative Stripes(Locations A-B) 04-24-18 Ouantity:2 Decorative Stripes to Wrap Around 2 Sides of Building O .080 Aluminum Stripes;10•High with 1'Bend on Top&Bottom; Kappy's Painted Blue;Mechanically fastened to Building with Clips Fine Wine&Spirits 3331yannough Road Hyannis.MA i 816' (68') I �7 SIGNDE�S19% 170 Liberty Street Brockton,MA 02301 ---- 508-58D-0094 SALES REPRESENTATIVE Tom Hannon PRWECT MANAGER ------ 252' Ashley DeAndrade (21') ACCOUNT COORDINATOR Kristina Anderson OESIONER CW SCALE 1:20 SHEET 02 of 03 JU 112747 Version 04 Shed Style Awning(Locations C-D•E) _ 04.24-18 `Duanfity:1 Awning to wrap Around 3 Sides of Building ` O Shed Style Cooley Awning(Navy/Dark Blue T8D) Kappy's Internally Lit with TBD Fine Wine 8 Spirits 333 lyannough Road © Eradicated White Text 8 Wine Graphic; Hyannis,MA Graphic Digitally Prined TBD and Forward Applied to Comer Dormers ....------..--..._......._.........._....__...._.........._._._............_._.....--"--'-------------- E. R Awning Corners Awning Awning 1 Comer Comer C-D D-E `.. 36--{ 366' I�� ® Awmnp C•D } 300' SIGNDESIgNd Awning Awning 170 Liberty Street Corner Comer Brockton,MA 02301 C-D D-E 508-580-0094 SALES REPRESENTATIVE Tom Hannon 366' PROJECT MANAGER Ashley DeAndrade ACCOUNT COORDINATOR Krishna Anderson ® Awning DESIGNER Corner CW D.E SCALE 1:20 SHEET 300' , 03 of 03 cr x' - �. 4940 Shea, Sally - - - From: Bill Rex <wrex@hyannisfire.org> Sent: Friday,:December:29; 2017 8:47 AM To: Shea, Sally Cc: Lauzon,Jeffrey Subject: RE: 200 Airport Way:Hyannis Attachments: 20171229_083859Jpg Ok.They have framed the walls and done rough electrical. See attached photo. Captain Bill Rex Hyannis Fire Department 95 High School Road Ext. - Hyan.nis, MA 02601: 508-775-1300 From:Shea,Sally [mailto.Sally.Shea@town.barnstable.ma.us] Sent: Friday, December 29, 2017 8:31 AM -To: Bill Rex<wrex@hyannisfire.org> Cc: Lauzon,Jeffrey<Jeffrey.Lauzon@town.barnstable.ma.us> Subject: 200 Airport Way Hyannis Hi Bill; They never;produced the requested documentation so Jeff was unable to issue the permit. See letter attached. _ _. Sally { 1: r �T 1 i :� g r ,J� .� •• t t,y �Yr�twr Naaldi�e �.¢�a F{� l"14,it '� -0M�FH .IIA ppp� •: `+4^: , .a.. �� WI II li FI LI glle)v R`` ��IppI IS'�N��4 �, If � m41 .'pJVi ,.; ,- � .<w,, ..r , � I ; ,• I n�rruwn rlr ,q sr: :gd'ym rdwh 11w1�" � ��N14 ip all � +ITV"��,u�lyl}9111�a�i �� 'I ;g I ti Im It I �INIIIIi V I NIA Ulfl.11 V% j I�Ii� I P I ' & ._ 4 1� N I l' ' it IY'' pli 1• I I'� p��li pl�l I IYi 4d II' �IQ�SI I �IriF�ry,�,i�p I� l�: ill,����i��� fl��l l l P:j'IL I d R�� list _:« l '� :n ';; : lu;:.� I::1:.. . l �lyllkl �I'..4 :I.: II' � '�II,I�§ .i�:�!,�I �I,�N k;:7 ":�I i I'��I��t�� :,�I;N���) N�•�, :�I"Ik w�pli 14� � �� Nlll�a ,;�,��, - . _.. — ,,'N :,. .,,.. ...: _..., tt•.R� :: : i:l r :,NY.,4,Ir! .;w v�,la':;. (. II �I IL' �'.: ! 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QQ 1'�.� '1'I�n:It �I'iY}�I.N 1��� If�j: I 'pll"' 1�>,.✓ T:N •i t l e, e I I II' I p Ih: Ila... �'''I�"I pma� Ii ��r...+.I II �� ::,::,pp���Ir wI��,�,IN � I�I Il,',•III III 1 I ,I i;;I'14111I my Ilyh4yi'�i'. i!i�.iil� I '�L.I':�1111, p 1�?i :o: "'S IIII'i . �II ��:yll I I .,, ���lyl I��IHb!V�SI��I`i � :,,:,�Y':��� �Y����:,I I J�ruln� r �l,;p',II':I •. ��:. ;„ ''N II I'', y I �,I Y a I l" I t N r l NI I N II`N tlh I I lay^���I IN�Il I I l l VI i G i w I I Irr ,.. .. .. .. AI ,,,il N ':.'•N 1: , '•. a I " Y�; I� II':I�. t I•I I I ll '.I i �II ILI �II :: •ll.. III�j1 :.,Nrll I, ,. .Y,. YIN N:�f; Tl III rl�'1 I �11;.f �': bey�a•.1.i.li � J.�I, ���, � I :'I. I � �I ' : „J::, i � .I, �1. {� �h,:: I "tl � I l �I': l N I'. �: �I I. , I•,a: I � r :i,,. ?i,. 1..1( III, � �• Nt I.. I I :I I 1 :'�I: L:� !�II �. I' � I �������I�li ",i I I'Il�li�l I 91P Is'`T-. I I hI I � I�I II a I i I N � �� •I�� �I N t .er. �I I Irl1Nb Ni � I. I� I; I�I: I � 'ImI: III 11IIiVI�I. i III I�� �� I II .il;al,ill I�I;�,I:jQ, ,:I� ��� a rllNl, ,�111,p, 01h 1114��I, v II I I I�:a:r I'j I � �I, I I ,i I I 1 I I I�� �: ��I I �:;� I I L�i I I�'I�P�'IP I III I� I I��I,I��l�l l l•I I�����II� Illy, �h �i I! � i IIII i I: 'I 'II�': �jl j I I�i !I l l �II I'!��L�I� �I�:I!� !I I I I���I IN'll l I I ��t �Ili9�I° ml�l 1��I�til�kl���+�'r�a;' •C Isldl y!I � �.r� :, �I I �I 1 ��I�I I�!� I�I III II�����Ih,l P � a� Ilplil �II I�hl',�•IIII Idl I ��!�'I: dllrUl l,�lyik .�� �� � All li ill�, +I II I:II:Direr 14� 1 s. 41 CX • f i!i r yxk.s c *df`5 F _ �l 133ra U �P' July 09 July 23 V'August 13 August 27 September 10 September 24. October 08 October 22 November 12 December 10 All heari ngs will be held at the West Barnstable Cog Barnstable, MA. All Hearings will begin at 6:30 P.M Shea, Sally From: William Rex <wrex@hyannisfire.org> Sent: Thursday, December 29, 2016 4:51 PM To: Shea, Sally Cc: : Craig Lohr(craiglohr@lohrconstructionco.com) Subject: FW: 200 Airport Way Hello Sally, All set with this permit being issued. . Do Final Construction Control Docume# W H To be.submitted at completion of construction by aZ Registered Design Professional ki o w for work per the 8t"edition of the CA Massachusetts State BuildingCode, 780 CMR, Section Project Title: 200 Yawnur Loading Dock Date: May 12, 2017 Permit No. Property Address: 200 Airport Way-Barnstable Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Construction of covered loading docks. I, Domenic W. DeAngelo, MA Registration Number: 35062 Expiration date: June 30, 2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural (X) Structural 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 responsibility regarding the provisions of 780 CMR 107. ►►A°� o�Pt�OF MA,984 Enter in the space to the right a"wet"or electronic signature an sea : D0�4ENIC W � d l � DeANGElO o STRUCTURAL Cn 6o.35062Q Cc A9p 9FGiS P _ Phone number: 508-378-9602 Email: domdean@aol.com d Building Official Use Only Sr l21- Building Official Name: Permit No.: Date: Version 06 11 2013 < - - . Town of Barnstable .;-.._ >. -. ✓ r;. .r. a 4f'. -.;'a- sue -ro Building rd SoA"Th t rt,is Visible rom the Street-A rove Plans%Must be Retained o `' ob and.thi a r t st b =Ke t Post`This Ca a,�,�. M sted U til Final las ectibn Has.Beeri•Made: 3 -` n � re .' ertifi�ate'-of Occu .anc."''���s�Re :aired°�such�Bu ldm shall`'Not�be Occu`ied until.a;Finallns ecti�n�has'been�made `���� Permit Permit No. B-16-3768 Applicant Name: CRAIG A LOHR Approvals Date Issued`. 03/01/2017 Current Use: Structure Permit-Type: Building-Addition/Alteration-Commercial Expiration Date: 09/01/2017 Foundation: Location: 200 AIRPORT WAY, HYANNIS Map/Lot 312-009-001 Zoning District: INDItd Sheathing: � Owner on Record: MULVEY, PETER F TR Contractor'Na be CRAIG A LOHR Framing: 1 r : #: Address: 216 THORNTON DR v 2 Contractor license CS-005887 2 HYANNIS, MA 02601 E Tj Project Cost: $ 150,000.00 Chimney: Description: CONSTRUCT CONCRETE LOADING DOCK WITH'A PAREENGINEERED Permit Fee: $ 1,465.00 y Insulation: METAL BUILDING ENCLOSURE. DIMENSIONS 1M40 ;ADDITION TOWWI EXSTING METAL BUILDING Fee Paid; 5 1,465.00 ° "� Final: � Date" 3/1/2017 Project Review Req: CONSTRUCT CONCRETE LOADING DOCKWIT71- HPRE - ENGINEERED METAL BUILDING ENCLOSURE QIMENSIONSX z € ,,r,pry - Plumbing/Gas 16'X40',ADDITION TO EXSTING METAL BUILDING ° �iL� - Rough Plumbing: e Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mopj.,s af!Qssuance. Rough Gas: All work authorized by this permit shall conform to the approved application andtheapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and stru'c'tures shall a in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable sign5turesi6y the Esu(ding and Fire Officals are provided on this'permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing y � Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: ;"Persons:contracting with:unregiste red-contr actors.do.not..have access to the guaranty,fund" (as set fortHn MG c.142A). Fire Department Building plans are to be available on site Final All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Shea, Sally From: William Rex <wrex@hyannisfire.org> Sent: Thursday, December 29, 2016 4:51 PM To: Shea, Sally Cc: Craig Lohr(craiglohr@.lohrconstructionco.com) Subject: FW: 200 Airport Way Hello Sally, All set with this permit being issued. _ From: Craig Lohr [mailto:CraigLohr@lohrconstructionco.coml - Sent:Thursday, December 29, 2016 4:24 PM To:William Rex<wrex@hyannisfire.org> Subject: 200 Airport Way Attn: Capt William Rex Hyannis Fire Department 95 High School Road Ext. Hyannis, MA 02601_ Pursuant to your request,we will relocate the fire department connection from the south wall, 90 degrees to the east wall. The grade at that corner will be same as existing. A. Craig Lohr Lohr Construction Co., Inc. 508.385.9200 , 508.385.9214 fax 508.326.3017 cell TOWN OF,BARNSTABLE BUILDING PERMIT APPLICATION Ma "� 1 lication l& ^37�8 _ p � Parcel APP Health Division �ivl/LDS Date Igee Conservation Division � ' �, ApplicFee g Planning Dept. * Permi h Date,Definitive Plan Approved by Planning Board � � �'h f._ Historic - OKH _ Preservation / Hyannis Project Street Address J Village i 1 /mtj Owner A ( U0 ZC: WA Y [�!IQM 4' Vt ` tb1/7 Address (o V)AY,,YJYAdrJ1S A u�- l6 T1-40%-icD M Telephone ��� G ��� ti cS1L. gym. �'Z, (,�, Permit Request Ce iv 5�N C�1�' C hU M L0 A-R ,-J G-- DO(`i VQ L S A C b x ffD . p i Tl iJ lax i 5- rI 0 Square feet: 1st floor: existin proposed b40 2nd floor: existing proposed 0 A Total new (2ily� Zoning District L+A Flood Plain Groundwater Overlay _ )0 Project Valuation 1,�f),04Z1 Construction Type Lot Size �Z, 790 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure �y Historic House: ❑Yes kNo On Old King's Highway: ❑Yes '� No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other_S O& 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: )d Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 4Yes ❑ No If yes, site plan review# Current Use W A-Q.0t yS k oI Proposed Use N/Ic— APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A- CPA[G tot 11f(��j'j< G.. I/J(-- Telephone Number � < -3 Vf, Address Wo rZ)� liJ tQ m5 w5 License 45 Home Improvement Contractor# [� Email�n�� C��� a��Lc��YS������n� Cls. �0✓irv� Worker's Compensation # W�2 ALL CONSTRUCTION DEB S RESULTING FROM THIS PROJECT WILL BE TAKEN TO S 5.I! 'cC- SIGNATURE DATE FOR OFFICIAL USE ONLY r APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 1 FINAL BUILDING i DATE CLOSED OUT i ASSOCIATION PLAN NO. .77ze Coazmarrlreabtit a,f Masscxdiusetts Departiment o,f lzrrlr sh.id Acddear!s ` Often Of hnw*atiom. ' 600 Washizzgton�tmet Baston,MA 02HI wztnv mas&gvvMa Workers' Campensation Insurance Affidavit:Bm'ldex-JCuntraeLGrS/EectricianslPlumbers Applicant InfGn n,atFagn Please Pxint F�e�1lv Addtes: CitgfSfatef 1 U60 Phaae Are Tau an employer?Checkthe apprapriate bon Type of project(regnirei: I_ Iama 1 4. I am a eneral contractor and I employees(fall a�for parrtime_ emp over m& 1 O * 1mve hired the snlr-coatractoas 6- ❑New constudipa 2.❑ I am a sole proprietor orpartuer- listed on the attached sheet 'F- ❑Remodeling ship and have no employees These sub-contractors have S_ ❑Demolition worling far me ia,any capacity employees andbave workers- [No workem'comp.invrranre comp.insurranml 9. JRBuildtng addition. repaired-] 5. We are a coaporafii=and its 10-❑Electrical repairs cr additions dihions officers have exercised their 3.El am a homeowner doing all-work1 L Q Plnmbsagrepairs or additions i my-self-[No worlmrs'comp_ fight of exemption per Mtn.. L_❑Rflofrepairs i m rra=e required_]i c.152,§1(4),andwe have no employees.[No workers' 13.D Other cam-insurance reTzired-j 'Any apP&caatdac cbecU box r"1 mast e]sa ffil Cut the sectioub9owshaming their wo&eze eompensafwnpeHry inf=trdaa_ #Fiameaamers who submit r3xis af�dat u inr g they axe 3aia;ail woah and then hoe aatsiete rnntr=�n,.cy�y�sabmit a new xmdavis indicarim sLLC1L ZCa Sxt cbea this box xnmt att 01 an sdditinnsl sheet showing the name:of the sub-cantschra xad state whether ar not abase mdties ham emP9aYees.Iftbesnb-caatz�hweempiayLz_,iheynwrpmvidetieir umtkE s'tamp.paHUnumbez f I am an euiplWff Mat is prm-zdLag workers conrpensaflan hmiraawfor ury emplayeex .Seloav is trio PV icy and job drte infarmati'arZ lusamceCompauyName: L u —i v "Policy or or Self--ins.Iic-4 /'- S "I o)7" F_Vim6on Date: Job Site Address:_�� ���� ��l Citg/5tatel�.sg: I I�� Attach 2 copy of the workers compensation policy declaration page(shovdng the policy number and expiration date). Faiinre to semen coverage as req*.ed under Section 25A of MGL c� 1572 can lead to the imposition of criminal penalties of a fine up to$1,50D OQ andr'ar one-year m4msorsmeaty as well as civil penalties in ffie fona of a STOP WORK:ORDER and a fine of up to$250-00 a day against the violator. Be advised that a copy of this sbitement my be forwarded t a the Office of IrrEre D insurance coverage verification- Ida Fier- cacti pans and :antes ofpedW7 thattJre urfar xradwj prmided a w fs and crtrrect Snag: l?hane J2 Ir t),yWaL aw aptly: Da oat writ in dos area,to be cmnp feted by city artosw gjYL-inL City or Town: Permifff icense; Lwning Aaforrity(drde One): L Board of Health 2.l3nTafiag Departz=t 3.CdylTown Clerk 4.Electrical FnspwAor 5.glanbing Inspector 6.Other C'antact Person: Phone#: Information and lastrac-ions Masszachmcts Geneual Laws ffiVt '152 req=M all employers tD In,M&wMIr&comp=SZf:[on for fbeg eo=ployees_ p fo this st&te,an M7PIoy=is defined as."_Cvq�person in flie smvi ce of anoffier=Ie°r any cordract ofhire, eapress or implied,oral or " An er.VIoyer is defined as-an indivHaal,partneasb?,association,amparation or other legal entit9,or anY'two or more of the fnregomg=pgedin a Joint eme:rp ,and including the Iegal regresentafrves of a deceased employer,or the receiver or trustee of an mdiviCID21,per.assoca ion or ot�Iegal entity,employing eurployees. However fhe owner of a.dwelling house havmgnot more than three apartments and who insides iffj=in,or the occupant of the - dweIlmg house of another who employs pews to do make,oonstracti an or repair work on such dwelling horse or on the grounds or building app th=tn shallnotbecanse of snub employmentbe dccmedto be an employer." MGL cbaptnr 152,5?5C(6)also slates that"every siafe or local Hcensmg ageacY shall wifiihoId$ze issaaace or renew of a license or permit to operate a buskess or to construct buildings in,the commoawealth for any applicant-Who has not produced acceptable evidence of comphan._withthe 4nsurance_covexageregoired_ AdditionaIly,MCrL chapter 152,§25C(7)states-Neither the nor igy ofits political subdivisions shall enter ino any contact for the p mfumaaco.of Public wm is rmf it acceptable evidence of compliance With file fi s¢r'mce._ ter have been erred to the co�act�anfhoay." requr<.�me�s of{his� P� . Applicants Please fja oil the wozkea ,compensation affidavit completely,by checid g fhe boxes ffiat apply to your sitaaton and,if necessary,supply sub-contractor(s)name(s)' address(es)and Phone nz....ber(s) along with theircert£cate(s)of sraance. Limit-d Liability Companies(LLC)or Limited Liability`Partnerships.(LLP)wino e�Ioyees other than the ID members or parineas,are not regrm.-ed to carry workers'compensation insurance. If an LLC or LLP does have empIoyees,apolicyisregokz4 Pe advised-ffiA this affidaylt may be mIrmitti--d to the Department of Iudustrial Accidents for confin ation of insurMce:coverage Also be sure to sign and dafEthe affidavit The affidavit should be mt=c:d to the city or flown that f. application for fhe permit or license is bung requested,not the D eparFiuent of T„rl�ctrial A caiden{s. shouldyon have any questions regardmg the law or ifyon are required to obtain a woriCers' coinpe=ationpoliey,please call theDepadmentat the number Iisirdbelow Self-ins�sedcamg�esshonlden,`�rti�ea self-msarance,Hie number an the appmgriate line. City or Town Officials Please be sine that the affidavit is complete and printed legibly. The Department has provided a space at.th.e bottom of the affidavit for you to fill out in the event the Office of fnvestigaiions has to coned you regmdutg the applicant Please be sure to fill in the pen;aIlicrose number which will be used as a reference nfmberr. In-addition,an applicant that must submit multiple peunbJIiccnse applications in any given year,need only submit one affidavit indicating cnaent p oHcy in��rnatian(¢necessary)and under"lob Site p_ddre&*the applicant should write"aIl locations zn (�5'or town)--A copy of the affidavit that has been officially stamped or ma6ced by the city or town may be provided to the applicant as proofthat a valid affidavit is on file for f ifnl permits or licenses• A new at�davituvist be f acd oil each year.Where a home owner or citizen,is obfammg a license or permit not related to any business or commercial v� . (Le. a dog license or permit to bum leaves etc.)said person is NOT rerFfted to complete this affidavit - The Office of Investigations would hike to thank you is advance for your cooperatiorL and should you.have any questions, please do not hesitate in give us a call i The Deparimenfs address,folephone and fax number The.CaMEaoawr a tit Of l iRssachnseEb . Dn�nfi c�f�dk��d�nts Officf_.of Xu.Ve&tigAtioa_. Fax 9 617 727 7M Kevised 4-24-07. - �r �WME Town of Barnstable Regulatory Services M 88 ' ` Richard V.Scali,Director 6�0. Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I. kllc CR G 0 I�y�� , as Owner of the subject property hereby authorize UA 1 ( to act on my behalf, in all matters relative to work authorized by this building permit application for. gco kV,Q�7 WAY AX�J N/ (Address of Job **Pool fences and alarms are the responsibility of the applicant. Pools not to be filled or utilized before fence is installed and all final ins ections are performed and ac qd S' ture of er cant C kkk=& &d�— Lent= Print Name Print Name Dat Q:FORMS:OWNERPERMISSIONPOOLS Shea, Sally From: William Rex <wrex@hyannisfire.org> Sent: Thursday, December 29, 2016 4:51 PM To: Shea, Sally Cc: Craig Lohr(craiglohr@lohrconstructionco.com) Subject: FW: 200 Airport Way Hello Sally, All set with this permit being issued. From:Craig Lohr [mailto:CraigLohr@lohrconstructionco.com] Sent:Thursday, December 29,2016 4:24 PM To:William Rex<wrex@hyannisfire.org> Subject: 200 Airport Way Attn: Capt William Rex Hyannis Fire Department 95 High School Road Ext. Hyannis, MA 02601 Pursuant to your request, we will relocate the fire department connection from the south wall, 90 degrees to the east wall. The grade at that corner will be same as existing. A. Craig Lohr Lohr Construction Co., Inc. 508.385.9200 508.385.9214 fax 508.326.3017 cell 1 ACO® DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jaime Gonsalves MALCOLM & PARSONS INSURANCE AGENCY INC P"c°NNo Ext: (781)344-3200 a/c No: E-MAIL ADDRESS: jll@malcolmandparsons.com P O BOX 527 INSURERS)AFFORDING COVERAGE NAIC# STOUGHTON MA 02072 INSURERA: LIBERTY MUTUAL FIRE INS CO 23035 INSURED INSURER B LOHR CONSTRUCTION CO INC LOHR REALTY&CONSTRUCTION LLC INSURERC: INSURER D: PO BOX 243 INSURER E: SOUTH DENNIS MA 02660 1 INSURERF: COVERAGES CERTIFICATE NUMBER: 113719 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO ❑ JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident AUTOS AUTOS ) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED7 N/A N/A N/A WC231S384027016 01/05/2016 01/05/2017 (Mandatory m NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD f Initial Construction Control Document To be subnnitted with the building permit application by a J Registered Design Professional for work per the 8"'edition of the Y ��y Massachusetts State Building Code,780 CMR, Section 107 Project Title:200 Yawner Loading Dock Date: December 22,2016 Property Address: 200 Airport Way-Hyannis Project: Check(x)one or both as applicable: (X)New construction Existing Construction Project description: Foundation for a new loading dock 1, Domenic W. DeAngelo, MA Registration Number: 35062, Expiration date: Jun 30, 2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural (X) Structural(Foundation) 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 co►nst•uction 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 CNIR 107. When required by the building official, I shall sttbmit 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 sttbmit to the building official a `Final Construction Control Document', Enter in the space to the right a"wet"or �'����N Of r,tAssgcti electronic signature and seal: a� ppp,11 NIC "t �s� vSTRUCSt1RAl. � lyo.350h2o w Phone number: 508-378-9602 Email: domdean@aol.cotn A9o'�i�Scts1EP Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an Y prolcct design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 1 I I I I i i Massachusetts Department of Public Safety ® Board of Building Regulations and.Standards i License: CS-005887 j Construction Supervisor '` $ CRAIG A LOHR " P.O:BOX 243 'S DENNIS MA 02660 ( q,,,� -Expi ration: Commissioner 0312V2018 - Massachusetts Department of Environmental Protection loo�s7133 BWP AQ 06 Notification Prior to Construction or Demolition Asbestos Project# - r Project Revision r Project Cancellation A.Applicability A Construction or Demolition operation of an industrial,commercial,or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP), Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. 1.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied residential property of four units or less)? r a.Yes W b.No 2.Blanket Permit Project Approval,if applicable: Approval ID# 3.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: Approval ID# Instructions: B. Facility Description 1.All sections of this form must be 1.Facility Information: completed in order to 200 YAWNUR BLDG ADDITION 200 AIRPORT WAY comply with the a.Name of facility b.Street Address Department of Environmental HYANNIS MA 026010000 5083859200 Protection notification c.CityfTown d.State e.Zip Code f.Telephone requirements of 310 CRAIG LOHR GENERAL CONTRACTOR CMR 7.09. g.Facility Contact Person h.Facility Contact Person Title 2.Submit Original 5083859200 CRAIGLOHR@LOHRCONSTRUCTIONCO.COM Form To: i.Facility Contact Person Telephone j.Facility Contact Person Email Commonwealth of Massachusetts k.Facility Size: P.O.Box 4062 Boston,MA 02211 12100 1 1.Square Feet 2.Number of Floors MassDEP Use Only 1.Was the facility built prior to 1980? r 1.'Yes WO 2.No Date Received m.Describe the current or prior use of the facility: WAREHOUSING n.Is the facility a residential facility? r 1.Yes W 2.No o.If yes,how many units? 2.Facility Owner: r Same address as Facility AIRPORT WAY NOMINEE TRUST 10 ATTUCKS WAY a.Facility Owner Name b.Address HYANNIS MA 026010000 5083622721 c.CityfTown d.State e.Zip Code f.Telephone 3.Facility On-Site Manager/Owner Representative: r Same contact person as facility r Same address as facility r Same address as owner TONY SHEPLEY 216 THORNTON DRIVE a.On-Site Manager/Owner Representative b.Address Hyannis MA 02601 5088626200 c.Cityrrown d.State e.Zip Code f.Telephone Revised:03/17/2014 Page 1 of 3 r Massachusetts Department of Environmental Protection 100257133� BwP AQ 06 Asbestos Project# Notification Prior to Construction or Demolition r Project Revision r Project Cancellation C. General Project Description 1.This project is: r New Construction r Demolition r Renovation 2.Project Dates: 1/5/2017 4/15/2017 a.Project Start Date(MM/DD/YYYY) b.Project End Date(MM/DD/YYYY) 3.General Contractor: LOHR CONSTRUCTION CO.,INC. 80 FOREST HILLS DRIVE a.Name b.Address SOUTH DENNIS MA 026600000 5083859200 c.City/town d.State e.Zip Code f.Telephone MIKE TURCOTTE 7742830330 g.General Contractor's On-site Manager/Foreman h.Telephone 4.Construction or demolition contractor: r Same as General Contractor LOHR CONSTRUCTION CO.,INC. 80 FOREST HILLS DRIVE a.Contractor Name b.Address SOUTH DENNIS MA 026600000 5083859200 c.City/Town d.State e.Zip Code f.Telephone MIKE TURCOTTE 7742830330 g.Construction and Demolition On-site Manager h.Telephone 5.Licensed Construction Supervisor: A CRAIG LOHR CSL 0005887 a.Supervisor Name b.Construction Supervisor License(CSL)Number 6.Is the entire facility to be demolished? I—a.Yes r b.No 7.Describe the area(s)to be demolished: 8.Describe the building(s)or addition(s)to be constructed: 16'WIDE X 40 LONG ENCLOSED LOADING DOCK ADDITION 9 a.Were the structure(s)surveyed for the presence of Asbestos-Containing F 1.Yes r 2.No Material(ACM)? b. Who conducted the survey? 1.Name of Asbestos Inspector 2.DLS Certification# Revised:03/17/2014 Page 2 of 3 Massachusetts Department of Environmental Protection 100257133 L BWP AQ 06 Asbestos Project# Notification Prior to Construction or Demolition r Project Revision r Project Cancellation C. General Project Description (continued) 10 a.Was asbestos containing material(ACM)found? r 1.Yes r 2.No General b.If ACM was found during the survey,please provide the Asbestos Statement:If Notification Form(ANF)Project Number. asbestos is found during a Construction 11.For demolition and construction projects,indicate dust suppression techniques to be used: or Demolition a. operation,all r Seeding r b.Wettin g r c.Coverings d.Paving r e.Shrouding responsible parties r f.Other-Specify: must comply with 310 CMR 7.00,7.09,7.15, and Chapter 21 E of the General Laws of 12.Is this an Emergency Demolition Operation? r,,a.Yes r b.No the Commonwealth. This would include, but would not be c.Name of MassDEP Official who evaluated the emergency limited to,filing an asbestos removal d.Title notification with the Department and/or a notice of e.Date of Authorization(MM/DD/YYYY) f.MassDEP Waiver Number release/threat of release of a A Certification hazardous substance to the Department,if "I certify that I have personally A CRAIG LOHR applicable. examined the foregoing and am 1.Print Name familiar with the information ACRAIGLOHR contained in this document and 2.Authorized Signature all attachments and that,based PRESIDENT on my inquiry of those individuals immediately 3.Position/Title responsible for obtaining the LOHR CONSTRUCTION CO.,INC. information, I believe that the 4.Representing information is true,accurate,and 12/23/2016 complete. I am aware that there 5.Date(MM/DD/YYYY) are significant penalties for 12/22/2016 submitting false information, including possible fines and 6.P.E.# imprisonment.The undersigned hereby states, under the penalties of perjury,that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." Revised:03/17/2014 Page 3 of 3 12/23/2016 eDEP-MassDEP's OnlineFiling System WssDEPHome I Contact I Privacy Policy MassDEPS Online Filing System Usemame:CRAIGLOHR Nickname:LOHRCONSTCO My eDEPI Forms" My Profile" Helps Notifications Transaction Overview Trans#891605 ID#100257/33 AQ 06-Construction/Demolition Notification .J Forms Signature Payment Submit Payment print Exit Payment Confirmation Thank you.Your payment has been received. Note:Payment received after 3:30pm will not be posted until the next business day. MassDEPHome I Contact I Privacy Policy MassDEP's Online Filing System ver.12.28.4.0©2016 MassDEP https://edep.dep.mass.go\WPages/Pay mnttPay mntConfirmation.aspx 1/1 LlMassachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: CRAIGLOHR Transaction ID: 891605 Document: AQ 06 -Construction/Demolition Notification Size of File: 227.46K Status of Transaction: In Process Date and Time Created: 12/23/2016:6:53:45 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. i Massachusetts Department of Environmental Protection BWP AQ 06 Pre-Form Notification Prior to Construction or Demolition r This is a revision to an existing form. Project ID for existing form to be revised: r This job is being conducted under a Blanket Permit. MassDEP assigned Blanket Authorization ID: f This job is being conducted under a Non Traditional Abatement Work Practice Permit. MassDEP assigned Non Traditional Work Practice Authorization ID: V None of the above conditions apply,generate a new form. Revised. 11/13/2013 Page 1 of 1 i r , r 12/23/2016 eDEP-MassDEP's OnlineFiling System NbssDEPHOme I Contact l Privacy Policy NbssDEPS Online Fling System Usemame:CRAIGLOHR Nidmame:LOHRCONSTCO My eDEP I Forms=; My Profile" Help i Notifications Receipt low Forms Signature Payment Receipt""- ----- pnnt.receipt rl it j Your submission is complete.Thank you for using DEP's online reporting system.You can select"My eDEP" to see a list of your transactions. DEP Transaction ID:891605 Date and Time Submitted: 12/23/2016 6:55:53 PM Other Email : DEP Transaction ID:891605 Date and Time Submitted: 12/23/2016 6:55:53 PM Other Email Form Name: AQ 06-Construction/Demolition Notification Form Name: AQ 06-Construction/Demolition Notification Payment Information DEP code: 135546 Date: 12/23/2016 6:55:12 PM Amount($): 100 Payment Detail: LOHR A CRAIG--AccountType--AccountNumber****4007 ConfirmationNumber: MyeDEP MasSDEP Home l Contact l Privacy Policy MassDEP's Online Filing System ver.12.28.4.0©2016 MassDEP https://edep.dep.mass.g oVPag es/Pri ntRecei pt.aspx 1/1 l 4n--STAR BUILDING SYSTEMS@ AN NO COMPANY DESIGN PACKAGE BUILDER: LOHR REALTY & CONSTRUCTION CUSTOMER: AIRPORT WAY NOMINEE TRUST JOB NUMBER: 15-B-61302 TABLE OF CONTENTS Page Design Criteria 1 Notes on Drawings 2-3 Deflection Criteria 4 Project Layout NA Building C 5-11 Special Details 12 Original Design Completed thru Change Order# 0 Revision Histo Update Date Rev# Reactions Reason for Revision Pages Revised Revised Eng. Project Engineer: Sing San Yii (Oklahoma City) Checking Engineer: Phillip James Johnson Signing Engineer: Phillip James Johnson, P.E. RBUILDING SYSTEMS@ A?!NO COMPANY December 09, 2016 LOHR REALTY & CONSTRUCTION PO BOX 243 SOUTH DENNIS, MA 02660-0243 15-B-61302 AIRPORT WAY NOMINEE TRUST HYANNIS, MA 16'0" x 40'0" x 1310" To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached design criteria and calculations are to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Star Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Star Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, Star Building Systems Materials for Metal Buildings An NCI Company Phillip J. Johnson, P.E. Manager of Engineering OF PHILLIP:J G� G41 � Phil Johnson Dec 9 2016 4:22 PM 1S-B-613oa 8600 South I-3S Service Road • Oklahoma City,OK 73149 • 40S.636.2010 starbuildings.com "-'Job Number . . . . . . . . . . . . . . . . . . . . . . . . 15-B-61302 Builder . . . . . . . . . . . . . . . . . . . . . . . . . . . LOHR REALTY & CONSTRUCTION Jobsite Location . . . . . . . . . . . . . . . . . . AIRPORT WAY NOMINEE TRUST,HYANNIS,Massachusetts Building Code . . . . . . . . . . . . . . . . . . . . . MASSACHUSETTS 8TH EDITION Occupancy Category . . . . . . . . . . . . . . . . Normal Roof Dead Load Superimposed . . . . . . . . . . . . . . . . . 3. 19 psf Collateral . . . . . . . . . . . . . . . . . . . 8 . 00 psf (3. 00 psf Acoustical Ceiling 5 . 00 psf Other) Roof Live Load . . . . . . . . . . . . . . . . . . . . 20 . 00 psf no reduction Snow Ground Snow Load (Pg) . . . . . . . . 30 . 00 psf Snow Load Importance Factor (I) 1 . 00 Flat Roof Snow Load (Pf) 25 .20 psf Snow Exposure Factor (Ce) . . . . 1 . 00 Thermal Factor (Ct) . . . . . . . . . . 1. 20 Wind Basic Wind Speed . . . . . . . . . . . . . 115. 00 mph Wind Importance Factor (I) . . . 1. 00 Wind Exposure Category . . . . . . . B Internal Pressure Coef (GCpi) 0. 18/-0. 18 Loads for components not provided by building manufacturer Corner Areas (within 3. 00 ' of corner) 23 . 79 psf pressure -31. 85 psf suction Other Areas 23 . 79 psf pressure -25 . 80 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1 . 00 Seismic Design Category B Soil Site Class . . . . . . . . . . . . . . D Stiff Soil Ss . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 220 g Sds . . . . . 0.235 g Sl . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 058 g Shc . . . . . 0. 093 g Analysis Procedure . . . . . . . . . . . Equivalent Lateral Force Column Line All Basic Force Resisting System H Response Modification Coefficient (R) 3. 00 Seismic Response Coefficient (Cs) 0. 08 Design Base Shear in kips (V) 0. 90 Basic Structural System (from ASCE 7-05 Table 12 .2-1) H - Steel System not Specifically Detailed for Seismic Resistance 1 12/09/2016 I V BOLT TIGHTENING - All bolted joints with A325 Type 1 bolts are specified as snug-tightened joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pretensioning methods, including turn-of-nut, calibrated wrench, twist off type tension control bolts or direct tension indicator are NOT required. Installation Inspection requirements for Snug Tight Bolts (Specification for Structural Joints Section 9. 1) is suggested. Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, other than flange braces, conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. Material properties of cold-formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 with a minimum yield point of 55 ksi. For Canada, material properties conform to CAN/CSA G40 .20/G40.21 or equivalent. Using 7 x 7 eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 40 feet with the first downspout from both ends of the gutter run within 20 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 5 in/hr rainfall intensity. Design criteria as noted is as given within order documents and is applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may apply or for site specific parameters . The design criteria is supplied by the builder, project owner, or an Architect and/or Engineer of Record for the overall construction project. This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc. ) must be designed to withstand the specified wind loading for the design of components and cladding in accordance with the specified building code. The metal building manufacturer has not designed the structure for snow accumulation loads at the ground level which may impose snow loads on the wall framing provided by the manufacturer. Framed openings, walk doors, and open areas shall be located in the bay and elevation as shown in the erection drawings . The cutting or removal of girts shown on the erection -drawings _ due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer. 2 12/09/2016 The common wall at the existing building is to remain sheeted. The roof material, not by metal building manufacturer, attaching to the roof system provided by manufacturer, shall have a maximum weight of 1 .3 psf. Attachment of roof material shall be structurally sufficient to sustain the minimum specified design loads. The material design incorporates a Standing Seam Roof panel, not by Star, into the roof structural. This panel shall attach to the roof purlins at a maximum spacing of 18 inches. The panel shall be structurally adequate to resist the loads. Roof purlins are spaced based on New Tech SS200 panel load table, page S25 - S28, dated on 04-20-1999, for positive and negative moment. The Engineer of Record, or designate thereof, shall certify the roof panel, not by the manufacturer, for all connections, gravity and uplift resistance. Loads for roof cladding not provided by building manufacturer Pressure Roof 11. 694 psf Suction Roof Corner -62 . 097 psf Suction Roof Strip -35 . 887 psf Suction Roof -29. 839 psf These values are the maximum values required based on a 10 sq ft area. The structure provided by the metal building manufacturer will have a lateral drift of 0. 9 inches under wind and seismic load at frame lines 1-4 . This seismic drift is the maximum inelastic response displacement. The metal building manufacturer is not responsible for the deflection compatibility between the new structure and construction by others at building C and side B. Determination of any separation between the new structure and construction by others to comply with the provisions of the building code is not by the metal building manufacturer. This jobsite is located in a hurricane prone region with wind speeds of 110 mph or greater. In order to maintain the enclosed classification and design for wind all doors, windows and wall mounted light transmitting panels (LTP) provided by building manufacturer shall be protected by impact resistant coverings. The material may include but is not limited to 7/16 structural wood panels as proscribed by the local building code. The customer' s Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material acting as the impact resistant covering by others and attachment to the material provided by building manufacturer. This structure has not been designed to withstand the additional internal pressure required by Code as a partially enclosed condition in the absence of impact resistant coverings . Investigation of the existing structure for possible detrimental effects due to the metal building addition is not within the metal building manufacturer' s scope of work. It is strongly recommended that the original designer or other responsible professional be retained to analyze the existing structure, recommending any reinforcement that may be needed. The metal building manufacturer and its certifying engineer expressly exclude the existing structure for any warranty or certification whether written, verbal or implied. 3 12/09/2016 V Job Number . . . . . . . . . . . . . . . . . . . . . . . . 15-B-61302 Builder . . . . . . . . . . . . . . . . . . . . . . . . . . . LOHR REALTY & CONSTRUCTION Jobsite Location . . . . . . . . . . . . . . . . . . AIRPORT WAY NOMINEE TRUST, HYANNIS, Massachusetts The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on ASCE 7 commentary equation CC-3 of 0. 7W. The limits shown are at service loads unless indicated otherwise. BUILDING DEFLECTION LIMITS. . . : BLDG-C Ceiling Type : Acoustical or Other Roof Limits Rafters Purlins Panels Live L/ 180 150 60 Snow L/ 180 180 60 Wind L/ 180 180 60 Total Gravity L/ 120 120 60 Total Uplift L/ N/A N/A 60 Frame Limits Sidesway Live H/ 60 Snow H/ 60 Wind H/ 60 Seismic Drift H/ 40 Total Wind H/ 60 Total Gravity H/ 60 Service Seismic H/ 50 Wall Limits Limit Total Wind Panels L/ 60 Total Wind Girts L/ 90 Total Wind EW Columns L/ 120 The Service Seismic limit as shown here is at service level loads. 4 12/09/2016 BUILDING C key Struts x=double Z, Budder xx=triple Z, GMS -1-1VM3QIS L❑HR REALTY & C❑NSTRUCTI o=plpe(WM) Job No, 61302C run01 0 ,Ot, Version, ver01-ssy I I Fri Dec 09 151 431 20 2016 0IL 0102 O ,ET woo �- t' Z ,T -� rom0 �8 8 XB 8 8 x w 0 02/1 1010 4 4 4 4 7' 6 40 SlimtIne 3' 2 Z -- 3 S r- 0 Y I I 1/24) N i i i A DTI (7 W 11-B-66880 o- /EXISTING�<NBM) 9 ,L 1/24) 0 ,01 v OPEN TO EXI TING Owner 7' 0 20' 0 13' 0 AIRP❑RT WAY N❑MINEE TRUS HYANNIS MA 02601 40' 0 P, ❑, 28416131210 SIDEWALL SWB 5 12/09/2016 I Star Building Systems, OKC, OK Design Summary Program User: ssyii Job Number: 61302C Design Summary Report Version: 6.07.0 run01 Date: 12/09/16 Start Time: 03 :43:09 R:\. .\15-B-61302\ver01-ssyii\Bldg-C\run01\61302C_bldg_C_O1.cds ------------------------------------------------------------------------------- B U I L D I N G - C - D E S I G N S U M M A R Y R E P O R T All connections use ASTM A325N bolts, unless noted otherwise. All anchor rods are checked according to ASTM F1554 Gr. 36 strengths. ROOF PLANE ------- RPD R:\Jobs\Active\ENG\15-B-61302\ver01-ssyii\Bldg-C\run01\CroofRPD 01.edf Panel . . . . . . . . . . . . . . . . . . . . BY OTHERS Purlins . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Eave Struts . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. PURLIN SPACING : 5@3.0486 0.7570 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 13.000 8X2.5Z14 2 points S 0.000 2.479 C 2 20.000 8X2.5Z14 2 points C 2.479 2.479 C 3 7.000 8X2.5Z14 None C 2.479 0.000 S Purlin Clip Use 2 A325 Bolts @ Level 2,3,4,5,6 @ Supports: 4,3,2,1 Purlin Stiffened Clips @ Level 2,6 @ Supports: 4,3,2,1 Purlin Backup Plate @ Level 2,6 @ Supports: 3,2,1 SWD Eave Strut @ 13.000 (ft) :8X3.5E14 Bays 3 SWD Eave Strut @ 13.000 (ft) :8X3.5E14 Bays 2 SWD Eave Strut @ 13.000 (ft) :8X3.5E14 Bays 1 SWB PURLIN Strut @ 16.333 (ft) :8X2.5Z14 Bays 1 SWB PURLIN Strut @ 16.333 (ft) :8X2.5Z14 Bays 2 SWB PURLIN Strut @ 16.333 (ft) :8X2.5Z14 Bays 3 Note: 1) All Purlin strut locations for all roof planes are measured from back sidewall. 2)All purlin strut rows use the same lap lengths as the main purlin design. Eave strut interior connection at SWD uses (2) -1/2" A325 bolts. Eave strut connection at end-frame uses (4) -1/2" A325 bolts. BRACING ---- Roof: 1 bays Rod Plane SWB 1 bays Rod: CLEVIS Plane SWD 1 bays Rod: Hillside Washers Plane EWC End Frame Plane EWA : End Frame 6 12/09/2016 i Star Building Systems, OKC, OK Design Summary Program User: ssyii Job Number: 61302C Design Summary Report Version: 6.07.0 run01 Date: 12/09/16 Start Time: 03:43:09 R:\. .\15-B-61302\verOl-ssyii\Bldg-C\run01\61302C_bldg_C_O1.cds -------------------------------------------------------------------------------- SIDEWALL PLANE SWB -- ( 0.000" Inset columns ) R:\Jobs\Active\ENG\15-B-61302\ver01-ssyii\Bldg-C\run01\CWal1SWB 01.edf OPEN AREAS: (OPEN TO EXISTING) Size Wall Distance 4010 x 1614 SWB 010 SIDEWALL PLANE SWD -- ( 1.000" Inset columns ) R:\Jobs\Active\ENG\15-B-61302\ver01-ssyii\Bldg-C\run01\Cwal1SWD Ol.edf Panel . . . . . . . . . . . . . . . . . . . . REVERSE PBR Panel Width 36 in . . . . . . . . . . . . . . Panel Gage . . . . . . . . . . . . . . . 26 ga Girts . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. GIRTS SPACINGS 3 '2 4'4 2'6 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 312 11.833 8X2.5Z16 None(F.O.) S 0.000 0.000 S 2 312 20.000 8X2.5Z16 None(F.O.) S 0.000 0.000 S 3 312 6.667 8X2.5Z16 None S 0.000 0.000 S 1 716 11.833 8X2.5Z16 None(F.O. ) S 0.000 0.000 S 2 716 20.000 8X2.5Z16 None(F.O. ) S 0.000 0.000 S 3 716 6.667 8X2.5Z16 None S 0.000 0.000 S 1 1010 11.833 8X2.5Z16 None S 0.000 0.000 S 2 1010 20.000 8X2.5Z12 2 points S 0.000 0.000 S 3 1010 6.667 8X2.5Z16 None S 0.000 0.000 S FRAMED OPENINGS: Width Height Sill Ht Jamb Header/Sill Bay Distance 810 810 N/A 8X3.5C14 8X2.5C16 1 216 810 810 N/A 8X3.5C14 8X2.5C16 2 110 810 810 N/A 8X3.5C14 8X2.5C16 2 1110 7 12/09/2016 J Star Building Systems, OKC, OK Design Summary Program User: ssyii Job Number: 61302C Design Summary Report Version: 6.07.0 run01 Date: 12/09/16 Start Time: 03:43:09 R:\. .\15-B-61302\ver01-ssyii\Bldg-C\run01\61302C_bldg_C_O1.cds ------------------------------------------------------------------------------- Endwall Plane EWC Design . . . . . . . . RIGID BEARING FRAME R:\Jobs\Active\ENG\15-B-61302\ver01-ssyii\Bldg-C\run01\CwallEWC Ol.edf Panel . . . . . . . . . . . . . . . . . . . . REVERSE PER Panel Width . . . . . . . . . . . . . . 36 in Panel Gage . . . . . . . . . . . . . . . 26 ga Girts . . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings 3'2 4'4 216 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten ' ---------------------------------------------------------------------- 1 312 15.916 8X2.5Z16 None(F.O.) S 0.000 0.000 S 1 716 15.916 8X2.5Z14 None S 0.000 0.000 S 1 1010 15.916 8X2.5Z16 None S 0.000 0.000 S FRAMED OPENINGS: Width Height Sill Ht Jamb Header/Sill Bay Distance 414 710 N/A 8X2.5C16 NA 1 9110 Endwall Plane EWA Design . . . . . . . . NON-EXPANDABLE FRAME R:\Jobs\Active\ENG\15-B-61302\ver01-ssyii\Bldg-C\run01\CwallEWA Ol.edf Panel . . . . . . . . . . . . . . . . . . . . REVERSE PER Pane_' Width . . . . . . . . . . . . . . 36 in Panel Gage . . . . . . . . . . . . . . . 26 ga Girts . . . . . . . . . . . . . . . . . . . . . 55.0 ksi Yield Strength Note to Drafting: provide G90 Galvanized Secondary. Girts Spacings 3'2 4'4 2'6 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 312 15.916 8X2.5Z16 None(F.O.) S 0.000 0.000 S 1 716 15.916 8X2.5Z14 None S 0.000 0.000 S 1 1010 15.916 8X2.5Z16 None S 0.000 0.000 S FRAMED OPENINGS: Width Height Sill Ht Jamb Header/Sill Bay Distance 414 710 N/A 8X2.5C16 NA 1 1110 FRAMES ----- Type Span Live Wind Eave Trib Grid Labels SS 16.000 20.00/115.00 16.33/ 15.92 114 Note: Use square anchor rod layout. 8 12/09/2016 rr Star Building Systems, OKC, OK Design Summary Program User: ssyii Job Number: 61302C Design Summary Report Version: 6.07.0 run01 Date: 12/09/16 Start Time: 03:43:10 R:\. .\15-B-61302\ver01-ssyii\Bldg-C\run01\61302C_bldg_C_O1.cds ------------------------------------------------------------------------------- C-SWD-CFO1 C A N 0 P Y D E S I G N S U M M A R Y R E P O R T BUILDING DATA Live Load: 20.00 psf CANOPY 410 x 3816 x 13'0 2.5:12 Tributary Check: No Bays: 11110 2010 618 Ground snow: 30.00 psf Roof Snow Load: 25.20 psf Wind Exposure Category: B Wind Load: 115.00 mph Dead Load: 4.15 psf -------------------------------------------------------------------------------- PANELS ----- Roof: BY OTHERS PURLINS ---- Spacings (From Free-End) : 2@210 Bay Length Member Size Brace L Lap R Lap Bear # (ft) Identification Locations Exten Exten Stiff --------------------------------------------------------------------- 1 13.000 8X2.5Z16 2 points S 0.000 0.000 S 2 20.000 8X2.5Z14 2 points S 0.000 0.000 S 3 7.000 8X2.5Z16 None S 0.000 0.000 S Purlin Clip Use 2 A325 Bolts @ Level 2 @ Supports: 1,2,3,4 EAVE STRUTS ---- 8X3.5C14 @ Bays 1 - 3 RAFTER ---- Hot-Rolled Length Mem Depths at Member Description (ft) Start(in) End(in) --------------------------------------------------------------------- 5.421 7.890 7.890 W8X10 9 12/09/2016 Eds2Xds User: ssyii Job Number: 15-B-61302 Oklahoma City Date: 12/09/2016 04:00:24 PM Relative path: \\OKCSNA01\TS\jobs\Active\Eng\15-B-61302 ---------------------------------------------------------------------------------------------------------------------------- Building: Bldg-C CDS file name: 15-B-61302_Bldg-C_Eds2Xds.cds Planes Name IFile SWD \ver01-ss ii\Bld -C\run01\CwallSWD 01.edf EWC \ver01-ss ii\Bld -C\run01\CwaliEWC 01.edf SWB \ver01-ss ii\Bld -C\run01\CwallSWB 01.edf EWA \ver01-ss ii\Bld -C\run01\CWallEWA 01.edf RPD \ver01-ss ii\Bld -C\run01\CroofRPD 01.edf Frames Frame Line Left Frame Left File 1 A \ver01-ss ii\Bld -C\Drft \x01 L 2 A \ver01-ss ii\Bld -C\Drft \x01 L 3 JA \ver01-ss ii\Bld -C\Drft \x01 L 4 A \ver01-ss ii\Bld -C\Drft \x01L Portal Frames Plane Bay Frame File Name 10 12/09/2016 Star Building Systems FRAME ID #1 USER NAME:ssyii DATE:12/ 9/16 TIME:15:51:04 PAGE: l�l 8600 S. I-35, Oklahoma City, OK 73149 ss 16./13./15.917 20./115./30. JOB NAME:61302C FILE:frame_1-4.fra LOCATION: Gridlines 1 2 3 4 f (1) All sectional dimensions are in inches. DETAIL FILE: 15-B-61302\ver01-ssyii\Bldg-C\Drftg\xO1L (2) All Flange lengths are measured along outer flange. BOLTS:A325 SNUG TIGHT WEIGHT: 722 lbs Rafter Offset :8"-Z 5@319/16"(8.2511) Column Offsets 3'21',4'4",2'6"(1")- LEFT COLUMN (FLUSH) - RIGHT COLUMN 5X0.25 0.134 - 12 -4 334' O.F. 5X0 25 1614" E.H. LHK 5 WEB 14.334, WEg L?F rC J � 13' E.H. 4 JC o a a H N a a m �o N J _ � O P n N O � i- \ N r H o .� m W z W H ME � O O F 0 r+ I_ 1 6' _I n7 w w h7 to W r t' H l w w z N 3 3 CONNECTION DETAILS GRIDLINES * =1 2 3 4 z Location O1 *-B O2 03 O4 OS O6 *-A O7 O8 O9 Web Dep. 9.5 9.5 N/A 11.5 11.5 14.5 14.5 14.5 N/A mType BASE HORZ STF CAP (EXT) 2E/1F 2E/2E BASE SPLICE HORZ STF CAP (EXT) N o Plate(DN) 6.OXO.375 2.25XO.25 5.OXO.25 6.OXO.375 6.OXO.375 6.OXO.375 N/A 2.75XO.25 6.OXO.25 _ Plate(UP) N/A N/A N/A 6.OXO.375 6.OX0.375 N/A N/A N/A N/A Bolts (4)-3/4 N/A N/A (6)-3/4 (8)-3/4 (4)-3/4 N/A N/A N/A JOB NO. Low Side Flush Canopy - Purlin to Welded Clip - Rafter Connection 15-B-61302 Column Depth Less than V-3" - 1" Inset E End Plate Thickness = r width equal to or greater than Canopy Rafter Flange Flush Canopy Length equal to total Canopy Rafter 11 Rafter Depth T6^ Rafter Partt Canopy Eav 45-12-70 \ PS Re4 d P Spa�et p\ate 45-12-61 ^� Connection Plate Rigid Frame Shown Lean—To and dap Bearing Frame Co ?\\ote Similar o -o 1" C 0o4 s\ope Angle tof Web Depth R g^ Column Depth less than 1'-3^ tof = thickness of outside flange 12 f 1� STAR .ntm BUILDING. SYSTEMS0 AN NCI COMPANY REACTIONS BUILDER: LOHR REALTY & CONSTRUCTION CUSTOMER: AIRPORT WAY NOMINEE TRUST JOB NUMBER: 15-B-61302 Notes 1) The reactions provided are based on the Order Documents at the time of mailing. Any changes to building loads or dimensions may change the reactions. The reactions will be superseded and voided by any future mailing. 2) The reactions provided have been created with the following layout(unless noted otherwise). a) A reaction table is provided with the reactions for each load group. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building,as shown on the anchor rod drawing,from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the low side column. (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) Anchor rods are ASTM F1554 Gr.36 material unless noted otherwise on the anchor rod layout drawing. f) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBC and UBC based building codes,when x-bracing is present in the sidewall,individual longitudinal seismic loads(RBUPEQ and RBDWEQ)do not include the amplification factor,QO. (3) For IBC and UBC based building codes,when x-bracing is present in the endwall,individual transverse seismic loads(EQ)do not include the amplification factor,no. 3) Reactions are provided as un-factored for each load group applied to the column. The foundation engineer will apply the appropriate load factors and combine the reactions in accordance with the building code and design specifications to determine bearing pressures and concrete design. The factors applied to load groups for the steel column design may be different than the factors used in the foundation design. a) For projects using ultimate design wind speeds such as 2012 IBC or 2014 Florida building code,the wind load reactions are at a strength value with a load factor of 1.0. The manufacturer does not provide "maximum"load combination reactions.However,the individual load reactions provided may be used by the foundation engineer to determine the applicable load combinations for his/her design procedures and allow for an economical foundation design. Rev G 7/01/13 f FRAME ID #1 USER NAMEi ssyl I DATEi 12/ 9/16 PAGEi 1-2 ss 16. /13, /15. 917 20, /115. / JOB NAME1 61302C FILE, frame-1-4, fra SUPPORT REACTIONS FOR EACH LOAD GROUP ■LOCATIONi Gridlinesi 1 2 3 4 NOTESt (1) A l l reactions are in kips and kip-ft. TIME1 151 511 04 (2) The seismic overstrength factor (Omega) is not Included In the 'RBDWEQ' and 'RBUPEQ' Load Group reactions, Seismic 'BASE-ONLY' combination reactions Include an overstrength factor of, 2. 500 (3) Primary wind load cases are not concurrent. (4) X-bracing reactions (RBPULW and RBUPEQ) are combined with LWL and LED groups only, REACTION NOTATIONS HL�•f '� HR TIVL IVR F-B --A LOAD GROUP REACTION TABLE GRIDLINES = 1 2 3 4 COLUMN W-B ■-A LOAD GROUP HL VL LNL HR VR LNR DL 0. 0 1, 0 0. 0 -0. 0 0. 7 0. 0 COLL 0, 1 1, 0 O, 0 -0. 1 1, 0 0. 0 SNOW 0, 3 5. 1 0. 0 -0. 3 31 0 0. 0 LL 0, 2 4. 0 0, 0 -0. 2 2, 4 0. 0 EQ -0. 2 -0. 3 0, 0 -0. 2 0, 3 0. 0 RBUPEQ 0. 0 -0. 8, -0. 4 -0. 0, -0, 9 -0. 4 WL1 -1. 2 -5. 1 0, 0 -1. 6 -0. 4 0. 0 WL2 -1. 8 -4. 2 0. 0 -1. 0 0, 5 0, 0 WL3 2. 3 0. 3 0, 0 2, 3 -4. 6 0, 0 WL4 1. 7 1. 2 0, 0 2. 9 -3. 7 0. 0 LWL1 1. 4 -3. 9 -1. 0 -0. 7 -2. 7 -1. 7 RBUPLW 0, 1 -1. 8 -1. 0 -0. 1 -3, 0 -1. 3 LWL2 1, 3 -2. 9 -1. 0 -0. 7 -3. 2 -1. 7 LWL3 1, 2 -2. 4 1, 0 -1. 0 -1. 4 1. 7 LWL4 1, 1 -2. 0 1. 0 -1. 1 -1. 6 1. 7 SBAL 0, 4 3. 2 0, 0 -0. 4 3, 2 0, 0 DSNW 0, 7 4, 6 0, 0 -0. 7 7, 8 O, 0 DSNL -0. 0 0, 3 0, 0 0, 0 -0. 0 0. 0 RBDWLW -0, 0 0 1, B 0, 0 0, 0 3, 0 0. 0 RBDWEQ , 0. 8 0, 0 0, 0 0, 9 0. 0 -0 LOAD GROUP DESCRIPTION DL Roof Dead Load C❑LL Roof Collateral Load SNOW Roof Snow Load LL i Roof Live Load EQ Lateral Seismic Load [parallel to plane of frame] RBUPEQ Upward Acting Rod Brace Load from Long. Seismic WL1 Wind from Left to Right with +GCpI WL2 Wind from Left to Right with -GCpI WL3 Wind from Right to Left with +GCpI WL4 Wind from Right to Left with -GCpI LWL1 Wind from Front to Back with +GCpI RBUPLW Upward Acting Rod Brace Load from Long. Wind LWL2 Wind from Front to Back with -GCpI LWL3 Wind from Back to Front with +GCpI LWL4 Wind from Back to Front with -GCpI SBAL Code Calculated Balanced Roof Snow Load DSNW Drifting Snow DSNL Drifting Snow Left RBDWLW I Downward Acting Rod Brace Load from Long, Wind RBDWEQ Downward Acting Rod Brace Load from Long, Seismic PROJECT p NAME: /sl cc,n S ADDRESS: p/t 4 T Imo(Cam.in-n 1 S PERNHT# ,—F I q(o 1- gR PERNUT DATE: q Cf (p + 129 NVP: `�l l�D� Gbl LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY: 4 t I' r. q/wpfiles/forms/archive I� PROJECT NAME: ADDRESS:,-�O o PERMIT# � W DATE: l WP: a LARGE ROLLED PLANS ARE IN: BOX' . T-) SLOT -!- DATE: I DC� I� n/n�++�lPc/ar'rl�lic�sa DOWN L Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362.6016 February 13, 2007 Project: 27006 700 Addition to 200 Yawnur,�"A ort Way, Hyannis, MA To: Building Commissioner Town of Barnstable 367 Main Street„ Hyannis, MA 02601 For: Lohr Construction Co. In accordance with the Massachusetts State Building Code requirements for Controlled Construction and my document of November 17, 2006; I made a site visit today to the above project to make Inspection#1 in the presence of Craig Lohr, General Contractor. The foundation walls and footing are formed and reinforcing is in place. I found the construction as of this date meets the Massachusetts State Building Code and the approved construction drawings. Inspection#2 site visit will occur when steel frame has been erected.The Project Manager, shall notify this SER when the project is ready for Inspection#2. Daniel E. Braman, PE ►'°' OF DANIEL v CC: Lohr Construction Co. z .4 BRA Lohr Construction Co. Inc. -'--TRANSMITTAL 1070 Rte 134 No. 00001 P.O.Box 243 Phone: 508-385-9200 South Dennis,MA 02660-0243 Fax: 508-385-9214 2. PROJECT: Lohr Const Co. Special Projects DAT • 2/16/2007 TO: 200 Yawnur Nominee Trust REF: neering& Inspection c/o Shepley Wood Products 200 Ya 216 Thornton Drive Hyannis,MA Hyannis, MA 02601 ATTN: Mike Cipro D C) ov-A0 a?- ..........-............. ....... ......_. _. _ ......... _. . ........._ ......... ._..... ......... ..... ....... ........ ._.......... ....................... . ._........... ......... ......_. ................................ .. ..... ..............._. ..... .. _... ❑ Shop Drawings ❑ Approval ❑ Approved as Submitted Mr-Letter Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit Plans ❑ Submit ❑ Samples ❑ Returned IJ Specifications Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Due Date: ... .._._.. ......... ._......... ................._.. ..... ........ ............ .,............ .._. ........ - ........ ...__....... ..........._ ......... _.._.... ........... . ITEM NO. COPIES DATE ITEM ::..NUMBER REV.NODESCRIPTION STATUS 1 1 2/6/2007 DWG fl/l Anchor rod plan and details 2 1 2/l/2007 SUB 11-B-66880 Engineering&Product Data 3 1 2/13/2007 LTR 27006 SER Report#1 Remarks: n�c Copy for: Attn: Tom Perry Signed: Town of Barnstable A. Craig Lohr 367 Main Street Hyannis,MA 02601 CC: Expedition C� i ENGINEERING AND PRODUCT DATA STAR BUILDING SYSTEMS I �/���oo�T , W® �/ �� STAR BUILDING SYSTEMS n P.O.Box 94910 Oklahoma City,OK 73143-491 O 405-636-201 O FAX 405-636-2419 February 01, 2007 LOHR REALTY & CONSTRUCTION PO BOX 243 SOUTH DENNIS, MA 02660-0243 Subject: YAWNUR NOMINEE TRUST HYANNIS, MA (B) SRLO 60'-0" x 51'-4" x 26'-11" Is 24'-11", 26'-5", Bay Spacings Star Job Number 11-B-66880 Gentlemen: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. The materials for this building have been designed in general accordance with the 9th edition, AISC Steel Construction Manual and 1996 AISI Cold Formed Steel Design Manual with 1999 addendum. Star Building Systems is certified by AISC in Category MB. These structural components have been designed at the Oklahoma City, OK, facility and will be fabricated at one or more of the following AISC certified locations: Monticello, IA; Lockeford, CA; or Elizabethton, TN. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. The undersigned is not the engineer of record for the overall project. Cordially, STAR BUILDING SYST OFrgs„ Materials for etal Bu' a Robertso NN co C Y L. �s g 'Cis KALB CIVIL CA No.40350 Q Danny L kalb, P.E. F N Lam' /td 8600 South Interstate 35,Oklahoma City,OK 73149 . «CgTfGGRV:Me. Star Building Systems Engineering Services Design Criteria Job Number: 11-B-66880 Building Code Massachusetts State Building Code Building End Use Warehouse Impact Loads None Dead Load (Star Material) 2.9 psf (Average weight .of panels + purlins) Collateral Loads 8.0 psf (total) Sprinkler 5.0 psf Ceiling 0.0 psf Lights 0.0 psf Other 3.0 psf Fixed Service Equipment None Snow Load Zone 1.0 Snow Load 25.0 psf Wind Load Zone 3.0 Wind Load 90.0 mph Reference Wind Pressure 21 psf Wind Exposure B Building Designed Enclosed Seismic Values Av = 0.12 Aa = 0.12 Seismic Hazard Exposure Group 1 Soil Site S4 2.00 i ANNY L. G� ULB ViL cn No. 0350 STE��� PJAL E.�G\ 1/31/2007 1 CDR "Bracing size" as noted on Engineering documents and Erection drawings denotes thread diameter for rod bracing and wire strand cable diameter for wire strand cable bracing. All bolted joints with A325 Type 1 bolts are specified as snug-tightened joints in accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 23, 2000". Pretensioning methods, including turn-of-nut and calibrated wrench pare NOT required. The roof purlin(s) at building(s) A and side(s) B are to bear on structural framing, not by Star, and shall have a minimum bearing distance of 2 inches. These purlins shall be anchored to resist all gravity and uplift forces. The load to the structural framing, not by Star, from Star's framing is 541 plf for gravity and 271 plf for uplift. (tie-in not by Star.) Star is not responsible for snow accumulation loads imposed on the existing structure due to drifting and/or sliding snow. The manufacturer has not designed the structure for snow accumulation loads due to drifting or sliding snow from adjacent buildings. 1/31/2007 2 CDR f� The material supplied by Star has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on a 10 year mean occurrence wind interval.. Roof Purlins Wall Panels Live L / 150 Total Wind L / 60 Snow L / 180 Wall Girts Wind L / 180 Total Wind L / 90 Total Gravity_L / 120 Endwall Columns Total Wind L / 90 Roof Rafters Frame/Portal Frame Sidesway Live L / 180 Frame Live H / 60 Snow L / 180 Frame Snow H / 60 Wind L / 180 Frame Wind H / 60 Total Gravity_L / 120 Frame Seismic H / 50 Frame Crane H / 100 Roof Panels Frame Total Wind H / 60 Live L / 60 Frame Total Seismic / 50 Snow L / 60 Frame Total Gravity / 60 Total Uplift_L / 60 Portal Total Wind H / 60 Portal Total Seismic—H / 50 All deflection and sidesway limits shown are at service loads unless indicated otherwise. 1/31/2007 3 CDR Star Building Systems P.O.Box 94910 Oklahoma City,OK 73143 5/17/2006 rev2 (405)636-2010 1-800-879-7827 FAX(405)636-2419 . Engineering Data 1) This structural design data includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of this mailing. Final detailing has not been completed. Location of structural members may change during detailing. Any change to building loads or dimensions can change structural member sizes and locations shown here. This structural design data will be superseded and voided by any future mailing. Please check with your Star Builder Service Representative. 2) The reactions provided with this engineering data or with the F (anchor rod)drawings has been created with the following layout(unless noted otherwise). a) Reactions are provided in two tables. The"Load Group"table provides the reactions for each load group. The"Maximum Reaction"table provides the maximum reactions for gravity,wind, and earthquake (seismic) load combinations that were used in the design of the anchor rods. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building, as shown on the anchor rod drawing,from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the low side column. (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. Rod spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBC and UBC based building codes,when x-bracing is present in the sidewall, individual longitudinal seismic loads (LEQ)do not include the amplification factor, Qo. (3) For IBC and UBC based building codes,when x-bracing is present in the endwall, individual transverse seismic loads (EQ)do not include the amplification factor, Q0. 1/31/2007 4 8600S. I-35, Oklahoma City, OK 73149 CDR Star Building Systems, OKC, OK Page: Design Summary Program User: crollins Job Number: 66880A Design Summary Report Version: 2.8 run01 Date: 01/30/07 Manufacturing Plant - Elizabethton, TN Start Time: 15:45:06 J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run0l\ ------------------------------------------------------------------------------- M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T BUILDING DATA Live Load: 30.00 psf SRLO 6010 x 5114 x 26'11 1. :12 Tributary Check: NO Bays: 26'5 24 'll Roof Snow Load: 25.00 psf Wind Exposure Category: B Wind Load: 90.00 mph Seismic Coefficients: Av = 0.120 Aa = 0.120 Dead Load: 2.49 psf Collateral Load: 8.00 psf -------------------------------------------------------------------------------- Main Code Requirements Per: 1997 Massachusetts State Building Code Windforce-resistance System Per: 1997 Massachusetts State Building Code Seismic-resistance System Per: 1997 Massachusetts State Building Code Cold-Formed Steel Design Spec: 1996 AISI Allowable Stress Design with 1999 Supplement Other Steel Design Spec: 1989 AISC Allowable Stress Design, 9th Edition Seismic Provision: 1997 AISC Seismic Provisions ROOF PLANE ------- RPA PANEL : SDR 26GA PREMIUM (DURA-RIB) PURLIN SPACING : 2@3' 9-1/2 5@4'4 0' 9 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 26.417 8.5Z88 PURLIN None S 0.000 3.188 C 2 24.917 8.5Z88 PURLIN None C 3.188 0.000 S Purlin Anchorage Hdwe @ Level 8 @ Frame Lines:1-3 ROOF PLANE ------- RPC PANEL : SDR 26GA PREMIUM (DURA-RIB) PURLIN SPACING : 2@3' 9-1/2 5@4'4 0'9 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten ----------------------------------------- 1 24.917 8.5Z88 PURLIN None S 0.000 3.188 C 2 26.417 8.5Z88 PURLIN None C 3.188 0.000 S Purlin Anchorage Hdwe @ Level 8 @ Frame Lines:1-3 SWC Eave Strut @ 26.917 (ft) : 8.5E92 @ Bays 1; 8.5E75 @ Bays 2; SWA Eave Strut @ 26.917 (ft) : 8.5E75 @ Bays 1; 8.5E92 @ Bays 2; 1/31/2007 5 CDR �J Star Building Systems, OKC, OK Page: Design Summary Program User: crollins Job Number: 66880A Design Summary Report Version: 2.8 run01 Date: 01/30/07 Manufacturing Plant - Elizabethton, TN Start Time: 15:45:08 J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run01\ ------------------------------------------------------------------------------- BRACING ---- Roof: 1 bays rods Plane SWA 1 bays rods Plane SWC 1 bays rods Plane EWB :Diaphragm Plane EWD :Other constr. SIDEWALL PLANE SWA -- ( 1.000" Inset columns ) PANELS SDW26 WALL (DURA-RIB) GIRTS SPACINGS 3'0 4'4 6'0 2'0 7'0 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 310 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 2 3'0 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 1 714 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 2 7 '4 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 1 13'4 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 2 1314 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 1 1514 26.417 1OZ100 GIRT 3 points S 0.000 0.000 S Provide reinforcing girt 2 1514 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 1 22'4 26.417 1OZ84 GIRT 3 points S 0.000 0.000 S 2 22'4 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S SIDEWALL PLANE SWC -- ( 1.000" Inset columns ) PANELS SDW26 WALL (DURA-RIB) GIRTS SPACINGS 3'0 4 '4 6'0 2'0 7'0 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 3'0 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 2 3'0 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 1 714 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 2 714 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 1 1314 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 2 1314 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 1 1514 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 2 1514 26.417 1OZ75 GIRT 3 points S 0.000 0.000 S 1 22'4 23.750 1OZ75 GIRT 2 points S 0.000 0.000 S 2 22'4 26.417 1OZ84 GIRT 3 points S 0.000 0.000 S 1/31/2007 6 CDR Star Building Systems, OKC, OK Page: Design Summary Program User: crollins Job Number: 66880A Design Summary Report Version: 2.8 run01 Date: 01/30/07 Manufacturing Plant - Elizabethton, TN Start Time: 15:45:09 J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run0l\ ------------------------------------------------------------------------------- ENDWALL PLANE EWB ---- None (Endwall bears on other) ENDWALL PLANE EWD ---- Bearing Frame (BF) PANELS ----- SDW 26GA SPECIAL(DURA-RIB) RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) ------------------------------------------------------------- 1 W10X12 29.521 0.000 29.521 connections. . . Left: Type-V SEP Right: Type-II MEP 2 W10X12 29.521 29.521 59.041 connections. . . Left: Type-II MEP Right: Type-V SEP Type-II MEP = ( 4)-1/2" A325N bolts w/ 3/8" Moment End Plate Type-V SEP = ( 4)-1/2" A325N bolts w/ 3/8" Shear End Plate Flange Braces at following purlins (horizontal distance from eave) PLANE SWA: 14.500 PLANE SWC: 14.500 GIRT SPACING ----- 3.0000 4.3333 6.0000 2.0000 6.0000 5.6458 2.4376 GIRTS ----- ( 1" INSET ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 3'0 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 2 3'0 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 3 3'0 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 1 714 20.000 8.5Z64 GIRT 2 points S 0.000 0.000 S 2 714 20.000 8.5Z64 GIRT 2 points S 0.000 0.000 S 3 714 20.000 8.5Z64 GIRT 2 points S 0.000 0.000 S 1 13'4 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 2 1314 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 3 1314 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 1 1514 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 2 15'4 20.000 8.5Z88 GIRT 2 points S 0.000 0.000 S 3 1514 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 1 2114 20.000 8.5Z72 GIRT 2 points S 0.000 0.000 S 2 21'4 20.000 8.5Z72 GIRT 2 points S 0.000 0.000 S 3 21'4 20.000 8.5Z72 GIRT 2 points S 0.000 0.000 S 1 26'11-3/4 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 2 26111-3/4 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 3 26'11-3/4 20.000 8.5Z57 GIRT 2 points S 0.000 0.000 S 1/31/2007 7 CDR Star Building Systems, OKC, OK Page: Design Summary Program User: crollins Job Number: 66880A Design Summary Report Version: 2.8 run01 Date: 01/30/07 Manufacturing Plant - Elizabethton, TN Start Time: 15:45:09 J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run0l\ ------------------------------------------------------------------------------- COLUMNS ----- ( 1.0" Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts ---------------------------------------------------------------------- 1 WlOX12 0.375" BP thk w/ (4)-0.750" A307 2 W12X14 0.375" BP thk w/ (4)-0.750" A307 3 W12X14 0.375" BP thk w/ (4)-0.750" A307 4 WlOX12 0.375" BP thk w/ (4)-0.750" A307 ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL FRAME LINE 2 --------- -------------------- PLANE SWA: 1 2 BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2:12 AND UNDER PC64 (0.2500") (2) -1/2" A325N NO COLUMN EXTENSION 1OC100 BRIDGE CHANNEL 3 BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2:12 AND UNDER PC64 (0.250011) (2)-1/2" A325N NO COLUMN EXTENSION 1OC100 BRIDGE CHANNEL 4 PLANE SWC: FRAMES ----- Type Span Live Wind Eave Trib Frame Lines SRLO 60.000 30.00/ 90.00 26.92/ 25.08 2 Note: Use square anchor bolt layout. FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 14 '0 x 14 '0 8.5C75 Ptd SWA 1 7'8 1 14 '0 x 14 '0 8.5C75 Ptd EWD 2 3'0 1/31/2007 8 CDR Star Building Systems, OKC, OK Page: Design Summary Program User: crollins Job Number: 66880A Design Summary Report Version: 2.8 run01 Date: 01/30/07 Manufacturing Plant - Elizabethton, TN Start Time: 15:45:09 J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run0l\ ------------------------------------------------------------------------------- SPECIAL FLANGE BRACES (MAIN) ROOF PLANE ------- RPA Bay Length Additional Purlin Tube Diaphragm # (ft) @ Purlin Row* @ Purlin Row* @ Purlin Row* ------------------------------------------------------------------ 1 26.417 8.5Z88@ 2 2 24.917 8.5Z88@ 2 ROOF PLANE ------- RPC Bay Length Additional Purlin Tube Diaphragm # (ft) @ Purlin Row* @ Purlin Row* @ Purlin Row* ------------------------------------------------------------------ 1 24.917 8.5Z88@ 2 2 26.417 8.5Z88@ 2 *: Purlin row is counted from eave to peak with eave strut as the 1st row. Sub-purlins are not counted. 1/31/2007 9 CDR Strut keys x=double Z, xx=tr I p l e Z, o=p I pe(FM) Bu I lder FB Strut key, Z=double Z, T=tube(WM) OMS IIVM3QIS L❑HR REALTY & C❑NSTRUCTI TS Job No, 66880A run01 Version, ver02-cro M ns 9192 11 ,bZ W 4 w Ul W Tue Jan 30 15, 45, 18 2007 O?Ja ?A ru -------X3Dga - - -------------- -e Q Q Q ---�--- - -�- - o i i ii i i o /84) 1 I I I I I ro oX N I I II i t N m m ------- ------- `' 0 1 1 1 o o tj ZrT- 0M -------- --- o _ r O D W cu 1 I I �L� (OU %0 —1 C 3 bd O I I I I I I O W zG) /$m o I I II 1 1 0 --�--- - -Z-- 0 ,e t ,L b ,ET titi ,ST ------ ----- ,TZ b/E- T T ,92 14x14 a F. ❑, $ vvvvo Owner a u0 L❑HR CONSTRUCTI❑N CO—, I cu-- -� 26' S 24' 11 HYANNIS MA 02601 51' 4 P. O. 168061312106 SIDEWALL SWA 1/31/2007 10 CDR Star Building Systems FRAME DESCRIPTION: USER NAME:crollins DATE: 1/31/07 TIME:14:05:02 PAGE: ALL1 8600 S. I-35, Oklahoma City, OK 73149 srlo 60./26.917/31.354 30./90./25. JOB NAME:66880A FILE:m_d.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 2 STANDARD NOTES: WEIGHT: 4223 lbs DETAIL FILE: G\11-B-66880\ver02-croll ins\Bldg-A\Drftg\xOlL.17 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F. :50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2@319 1/21-,5@414" GIRTS (vert. from floor) :10"-Z 3',4'4",6',2',7' [1"OUTSET] 6X0.375 6X0.375 6X0.25 0.1780 O.F. 0.1780 0.25 6X0.375 WEB THK. 6X0.375 6X0.375 7.736' I.F. 10'0" 10'0" Frame �1.00 12 6 5 s 4 SS 26111" E.H. zz s N In N N k O � a0 O d' k � W � t"1 � O M � In N w r O M co N N O -i x EE 3 0 w M w r . W 0 3 H CONNECTION DETAILS Location O O O O O Web Dep. 29.5 29.5 N/A 35.0 14.0 31.0 Type BASE HORZ STF CAP (EXT) 4E/2E SPLICE 2E/3E Plate(DN) 8.OXO.375 3.75XO.375 8.OXO.25 8.OX0.5 N/A 6.OXO.5 1/31/2007 Plate(UP) N/A N/A N/A 6.Ox0.5 N/A 6.OX0.5 11 CDR Bolts (4)-3/4 N/A N/A (12)-3/4 N/A (10)-3/4 Star Building Systems FRAME DESCRIPTION: USER NAME:crollins DATE: 1/31/07 PAGE: 1-2 8, 00 S. I-35, Oklahoma City, OK 73149 srlo 60./26.917/31.354 30./ JOB NAME:66880A FILE:m_d.fra [SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2 NOTE: All reactions are in kips and kip-ft. TIME:14:05:02 REACTION NOTATIONS vv v4 HL f HR iVL iVR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX30.25XO.375 8.OX30.25XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR DL 1.0 4.2 0.0 -1.0 4.2 0.0 COLL 2.4 7.5 0.0 -2.4 7.5 0.0 PAR1 3.7 18.0 0.0 -3.7 5.6 0.0 PAR2 3.7 5.6 0.0 -3.7 18.0 0.0 SNOW 7.4 23.51 0.0 -7.4 23.5 0.0 LL 8.9 28.2 0.0 -8.9 28.2 0.0 LEQ 0.1 -2.5 -2.4 -0.1 -2.5 -2.4 EQ -1.7 -1.5 0.0 -1.7 1.5 0.0 WL•1 -16.4 -20.4 0.0 -5.0 -9.3 0.0 WL2 -13.9 -12.5 0.0 -7.5 -1.4 0.0 LWL1 2.8 -25.4 -8.8 -2.8 -25.4 -8.8 WL3 5.0 -9.3 0.0 16.4 -20.4 0.0 WL4 1 7.5 -1.4 0.0 13.9 -12.5 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PAR1 Partial Load [PARxx] PAR2 Partial Load [PARxx] SNOW Roof Snow Load LL Roof Live Load LEQ Longitudinal Seismic Load [located in perp. plane] EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load 1/31/2007 12 CDR Star Building Systems FRAME DESCRIPTION: USER NAME:crollins DATE: 1/31/07 PAGE: 1-3 8�V0 S. I-35, Oklahoma City, OK 73149 srlo 60./26.917/31.354 30./ JOB NAME:66880A FILE:m_d.fra tY MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 2 NOTES: (1) All reactions are in kips and kip-ft. TIME:14:05:02 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS HL / HR iVL 1VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX30.25XO.375 8.OX30.25XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL VL LL HR I VR I LR GRAVITY LOAD COMBINATION 4 1 12.31 40.01 0.0 -12.31 40.0 0.0 WIND LOAD COMBINATION 47 16.0 39.3 0.0 -5.3 33.7 0.0 23 -15.7 -17.6 0.0 -5.7 -6.5 0.0 25 3.5 -22.5 -8.8 -3.5 -22.5 -8.8 26 5.7 -6.5 0.0 15.7 -17.6 0.0 44 5.3 33.7 0.0 -16.0 39.3 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 21 11.5 33.3 0.0 -7.7 30.1 0.0 12 -0.8 2.1 0.0 -2.6 5.0 0.0 13 2.6 5.0 0.01 0.8 2.1 0.0 20 7.7 30.1 0.0 -11.5 33.3 0.0 LONGITUDINAL EARTHQUAKE LOAD COMBINATION 9 9.9 29.3 -2.4 -9.6 29.0 -2.4 5 1.0 1.0 -2.4 -1.0 1.0 -2.4 10 9.6 29.0 -2.4 -9.9 29.3 -2.4 LOAD COMBINATION DESCRIPTION 4 DL +LL +COLL 5 0.84DL +LEQ 9 1.3DL +1.3COLL +0.7SNOW +LEQ 10 1.3DL +1.3COLL +0.7SNOW +LEQ 12 0.84DL +EQ 13 0.84DL -EQ 20 1.3DL +1.3COLL +0.7SNOW +EQ 21 1.3DL +1.3COLL +0.7SNOW -EQ 23 0.67DL +WL1 25 0.67DL +LWL1 26 0.67DL +WL3 44 DL +LL +COLL +0.5WL2 47 DL +LL +COLL +0.5WL4 1/31/2007 13 CDR Star Building Systems FRAME DESCRIPTION: USER NAME:crollins DATE: 1/30/07 PAGE: EW-1 Fj PA�00 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:66880A FILE:REW4BLDG1 TH: J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run0l\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. TIME:15:45:05 REACTION NOTATIONS vv /vti vti v�` HL f f f f HR �VL 'Vl �V2 �VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE 8.OX9.875XO.375 8.OX9.875XO.375 8.OX12.OXO.375 8.OX12.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR I VR LR H1 V1 L1 H2 V2 L2 D 0.006 0.685 0. -0.006 0.685 0. 0. 1.358 -0.020 0. 1.358 -0.020 C 0.014 0.865 0. -0.014 0.865 0. 0. 2.264 -0.048 0. 2.264 -0.048 L 0.051 3.245 0. -0.051 3.245 0. 0. 8.491 -0.179 0. 8.491 -0.179 S 0.042 2.704 0. -0.042 2.704 0. 0. 7.076 -0.149 0. 7.076 -0.149 W+ -0.052 -12.84 8.829 0.052 -12.84 8.829 0. -6.894 4.828 0. -6.894 4.828 W- -0.052 -3.301 0. 0.052 -3.301 0. 0. -6.894 -4.537 0. -6.894 -4.537 WR -0.052 -3.301 0. 0.052 -3.301 0. 0. -6.894 0.145 0. -6.894 0.145 WL -0.052 -3.301 0. 0.052 -3.301 0. 0. -6.894 0.145 0. -6.894 0.145 E+ 0. -2.545 2.356 0. -2.545 2.356 0. 0. 0. 0. 0. 0. E- 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD 1/31/2007 14 CDR Sta. Building Systems FRAME DESCRIPTION: USER NAME:crollins DATE: 1/30/07 PAGE: EW-2 8#00 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:66880A FILE:REW4BLDG1 PRTH: J:\Active\ENG\11-B-66880\ver02-crollins\Bldg-A\run0l\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:15:45:05 REACTION NOTATIONS vv vti vti //v4 HL-- ✓ HR �VL �Vl �V2 � VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE 8.OX9.875XO.375 8.OX9.875XO.375 8.OX12.OXO.375 8.OX12.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL VL I LL HR VR LR H1 I V1 I L1 H2 I V2 L2 GRAVITY LOAD COMBINATION 1 1 0.0711 4.795 0.1-0.0711 4.7951 0.1 0.L 12.11 -0.247 0.1 12.11 -0.247 WIND LOAD COMBINATION 11 0.036 -2.165 4.415 -0.036 -2.165 4.415 0. 7.251 2.197 0. 7.251 2.197 4 -0.048 -12.38 8.829 0.048 -12.38 8.829 0. -5.989 4.815 0. -5.989 4.815 13 0.036 2.603 0. -0.036 2.603 0. 0. 7.251 -2.486 0. 7.251 -2.486 3 -0.039 -11.80 8.829 0.039 -11.80 8.829 0. -4.479 4.783 0. -4.479 4.783 21 -0.011 -0.399 0. 0.011 -0.399 0. 0. 0.266 -4.680 0. 0.266 -4.680 LONGITUDINAL EARTHQUAKE LOAD COMBINATION 27 0.055 1.363 2.356 -0.055 1.363 2.356 0. 9.662 -0.193 0. 9.662 -0.193 28 0.055 3.908 0. -0.055 3.9081 0. 0.1 9.662 -0.193 0. 9.662 -0.193 29 0.017 -1.243 2.356 -0.017 -1.243 2.356 0. 3.042 -O.0571 0. 3.042 -0.057 LOAD COMBINATION DESCRIPTION 1 D + C + L 3 2/3D + 2/3C + W+ 4 2/3D + W+ 11 D + C + S + 1/2W+ 13 D + C + S + 1/2W- 21 D + C + 1/2S + W- 27 1.30D + 1.30C + 0.70S + E+ 28 1.30D + 1.30C + 0.70S + E- 29 0.84D + 0.84C + E+ 1/31/2007 15 CDR y cy '� STAR BUILDING COLD-FORMED SECTIONS. SYSTEMS Notes: 1.Star C&Z section properties are based on steel having a minimum yield strength of 55 ksi. 2.Cold form section properties have been calculated in accordance with 1986 AISI specifications. = COLD FORM;Z SECTIONS 198;6 AIS1 Properties of Section SECTION L THK. R AREA WT/FT Ix Ix Sf S. rx ry lye Ixy Defl (d x b) (IN) (IN) (IN) (IN2) (LBS) (IN4) (IN4) (IN3) (IN3) (IN) (IN) (IN4) (IN4) 8.5 x 2.5 Z.057 .769 .057 .219 0.83 2.84 8.94 8.94 2.10 1.70 3.27 1.19 0.59 2.35 8.5 x 2.5 Z.064 .781 .064 .219 0.94 3.18 10.02 10.02 2.36 2.06 3.27 1.19 0.67 2.65 8.5 x 2.5 Z.072 .951 .072 .219 1.08 3.66 11.53 11.53 2.71 2.48 3.27 1.26 0.85 3.22 CI X- -X 8.5 x 2.5 Z.080 .965 .080 .219 1.20 4.07 12.78 12.78 3.01 2.92 3.27 1.26 0.95 3.58 8.5 x 2.5 Z.088 .978 .088 .219 1.31 4.47 14.03 14.03 3.30 3.30 3.27 1.27 1.05 3.95 10 x 2.75 Z.075 1.02 .075 .219 1.28 4.34 18.70 18.70 3.74 3.39 3.83 1.35 1.17 4.75 10 x 2.75 Z.084 1.03 .084 .219 1.43 4.86 20.95 20.95 4.19 3.91 3.82 1.35 1.31 5.32 10 x 2.75 Z.100 1.06 .100 .219 1.71 5.80 24.86 24.86 4.97 4.97 3.82 1.36 1.57 1 6.35 50' 12x3.25Z.080 1.28 .080 .219 1.65 5.59 34.75 31.81 5.79 5.01 4.60 1.62 2.16 8.67 Y 12x3.25Z.088 1.35 .088 .219 1 1.82 6.19 1 38.44 36.64 6.41 5.93 4.59 1.65 2.47 9.86 12x3.25Z.100 1.37 .100 .219 2.07 7.03 43.58 42.60 7.26 7.00 4.59 1.65 2.82 11.22 14x3.5Z.080 1.31 .080 .219 1.85 6.29 52.30 45.64 7.74 5.91 5.32 1.68 2.61 11.66 14x3.5Z.100 1.50 .100 .219 2.34 7.79 66.25 63.10 1 9.46 8.73 5.32 1.75 3.58 15.40 14x3.5Z.134 1.56 .134 .219 3.14 10.68 88.26 88.11 1 12.61 1 12.57 5.30 1.76 4.84 20.71 COLD FORM C SECTIONS 1986 AIS'I b Properties of Section SECTION L THK. R AREA WT/FT Ix Ix Sf Se rx ry ro C. Y Defl j L (d x b) (IN) (IN) (IN) (IN2) (LBS) (IN4) (IN4) (IN3) (IN3) (IN) (IN) (IN4) (IN6) 8.5 x 3.25 C.075 .750 .075 .219 1.18 4.02 13.19 12.52 3.10 2.57 3.34 1.16 4.25 23.20 J_ 8.5 x 3.25 C.092 1.00 .092 .219 1.49 5.06 16.53 16.53 3.89 3.43 3.33 1.20 4.34 33.31 CI X I X 10 x 2.75 C.075 1.15 .075 .219 1.28 4.34 18.42 18.42 3.68 3.53 3.79 1.02 4.43 29.50 10 x 2.75 C.084 1.17 .084 .219 1.43 4.86 20.58 20.58 4.12 4.05 3.79 1.02 4.42 33.13 I 10 x 2.75 C.100 1.21 .100 .219 1.71 5.80 24.38 24.38 4.88 4.88 3.78 1.02 4A2 39.55 12x3.25C.080 1.41 .080 .219 1.65 5.59 34.18 31.51 5.70 4.97 4.56 1.22 5.28 75.80 12x3.25C.088 1.50 .088 .219 1.82 6.19 37.74 36.10 6.29 5.86 4.55 1.23 5.29 86.41 Y 12x3.25C.100 1.52 .100 .219 2.07 7.03 42.76 41.80 7.13 6.87 4.55 1.23 5.29 98.32 14x3.5C.080 1.45 .080 .219 1.85 6.29 51.59 45.29 7.37 5.90 5.28 1.29 5.95 126.16 14x3.5C.088 1.65 .100 .219 1 274 7.97 1 65.14 62.24 9.31 8.63 5.27 1.31 5.99 170.73 14x3.5C.134 1.73 .134 .219 3.14 10.68 86.65 86.54 12.38 12.36 5.25 1.31 5.97 1229.31 COLD'`FORM EAVE STRUT'SECTIONS 1986 AISI b Properties of Section y =f SECTION L THK. R AREA WT/FT Ix Ix Sf Se rx ry ro CH, Defl I (d x b) (IN) (IN) (IN) (IN2) (LBS) (IN4) (IN4) (IN3) (IN3) (IN) (IN) (IN4) (IN6) d I 8.5 x 3.25 ES.075 .750 .075 .219 1.18 4.02 13.19 12.52 3.10 2.57 3.34 1.16 4.25 23.20 \ 8.5 x 3.25 ES.092 11.00 .092 1 .219 1.49 1 5.06 16.53 16.53 3.89 3.43 3.33 1.20 4.34 33.31 v , 9.625 ES.084 1&0 .084 .219 1.60 5.43 22.55 20.74 4.28 3.77 3.78 1.51 5.21 56.25 b 10 x 2.75 ES.084 1.204 .084 .219 1.52 5.18 22.72 22.72 4.54 4.22 3.86 1.22 4.75 49.45 "Monticello, Iowa Plant Only 16 CDR P, 1 Communication Result Report ( -Jun. 6. 2008 9: 01AM ) • 2) Date/Time : Jun, 6. 2008 8:42AM File Page No. Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 7077 Memory TX 915088626050 P. 2 OK I ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or line fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection .E. 5) Exceeded max. E—mail size Town of Barnstable Regulatory Services wasa Th—F.Goi-,Director. - myp Building Division Thomas P-r y CBO,Bailding Commiaioner 200 Mein Str g$ya.i%MA 02601 - wMw.toaa.barrtalahl.—w _ Of m:508-9624038 Fax:508-7M-6230 PLEASE FORWARD THE ATTACHED PAGES)TO: TO: r!< c ( P KO ATTN: FAX NO: •� RE: O &J FROM: Pah O.L DATE: PAGE(S): (INCLUDING CO'VEP SHEET) M rreE - ci�t0 rAxE� LE7reOL of 5uISjPtjY-AL. C00-1P467r00 FAaM P. 1 Communication Result Report ( Jun. 6. 2008 8. 59AM ) 2) Date/Time ; Jun, 6. 2008 8: 34AM File Page No. Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 7076 Memory TX 95088626050 P. 2 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or 1 i n e fai'1 E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—mail size Town of Barnstable Regulatory Services iusa - Thomu R.GeOeq Dim.1or. eu1 Building Division Than Perry,CBO,Building Commissioner 200 Mein Street Hyannis,MA 02601 www.towo.barnslablama.ua Office:508-562-4039 Fax:508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S)TO: TO: Pita ATTN: FAX NO: q--G 6 �b FROM: PBQV!_ DATE: De PAGE(S)s (INCLUDING COVER SHEET) M(iCG c"t&-- 5 U Bsr6wrl���. co d'l P[.E'ITOH. F�a d1 Dr ��+w�K 2���n Y�srFdz�i�t�r Town of Barnstable oT Regulatory Services Thomas F. Geiler,Director , M .�� Building Division ABED�w Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 . Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER (Permit required in order to process inspection) Today's Date Requested Date of Inspection I, hereby request an inspection under Massachusetts General (Electrician) Law chapter 143, section 3L and 237 CMR 4.02(3). The installation will be ready for inspection at, (Property Location) Type of inspection requested: �J � dos o oFT"Er Town of Barnstable Regulatory Services IIARNsrASM MAss g Thomas F. Geiler, Director. 059. �m �FOMA Building Division Thomas Perry,CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: C ATTN: FAX NO: 57) i�- 1�- RE: rf� � C.) FROM: NUL t1 ` DATE: PAGE(S):. Aa (INCLUDING COVER SHEET) Z&TTE oC- Rev:121901 Daniel E Braman;PE 189 Harbor Point Road Cummaquid,MA 02637-0361 . Phone(508)362-6016 November 17, 2006 Project: 27006 Addition to 200 Yawnur 180 Airport Way Hyannis, MA To: Tom Perry Building Commissioner Town of Barnstable, 367 Main Street, Hyannis, MA 02601 In accordance with the Massachusetts State Building Code, 6th edition, sectiion 780 CMR-116 & 1705, for Controlled Construction, and as SER; I propose that I handle inspections as follows: . Inspection#1: When footings are formed and reinforcing is in place. Inspection#2: When steel frame has been erected. Inspection#3: When siding and roofing have been attached. Inspection#4: Final Inspection. The General Contractor, Lohr Construction Co. shall notify This SER when the above inspection times occur. 4 ; Daniel E. Braman, BANIEL +ry o ��SSPoRAL E � • 06/04/2008 WED 11:14 FAX 508 385 9214 Lohr Construction Co Inc Z001/004 1070 Rte.134/PO Box 243,South Dennis,MA 02660 508365-9200/508-385-9214 fax Lohr ConstructionCo. Fax To: f Paul Vollmer From: Craig Lohr Fax: 508.790.6230 Pages: 4 Phone: 508.862.4038 Date: 06/04/08 ' Re: 200 Airport Way CC: ❑ Urgent ❑ For Review ❑Please Comment 0 Please Reply ❑Please Recycle • Comments: Copies attached- 1. D Braman—11/17/06 schedule of inspections 2: D Braman—2/13/07 inspection#1 3. D Braman-6/6/07 inspection 2,3,4 Inspection #2 R #3 were lumped together. Siding & roofing were installed within days of the frame being erected_ { r.� co F � CD Ln "" C 06/04/2008 WED 11:14 .FAX 508 385 9214 Lohr Construction Co Inc Z002/004 Daniel E,Braman,PE 189 Harbor Point Road Cunm squid,MA 02637-0361 Phone(508)362ji016 November 17, 2006 Project: 27006 Addition to 200 Yawnur 180 Airport Way Hyannis, MA To: Tom Perry Building Commissioner Town of Barnstable, 367 Main Street, Hyannis, MA 02601 In accordance with the Massachusetts State Building Code, 6th edition, sectiion 780 CMR-116 & 1705, for Controlled Construction, and as SER; I propose that I handle inspections as follows: Inspection#1: When footings ngs are formed and reinforcing is in place. Inspection#2: When steel fxame has been erected. Inspection#3: When siding and roofing have been attached. Inspection#4:Final Inspection_ The General Contractor, Lohr Construction Co. shall notify This SER when the above inspection times occur. Daniel E. Braman, o DANIEL E �g � v � B v _ N Qr `'`sS/ORAL� � 06/04/2008 WED 11:14 FAX 508 385 9214 Lohr Construction Co Inc 003/004 80101 E ImMa ,PE 189 Harbor Porn[Rand Cummaquid,MA 02637-0361 Phone(508)362.6016 February 13, 2007 Project: 27006 Addition to 200 Yawnur, 180 Airport Way, Hyannis, MA To: Building Commissioner Town of Barnstable 367 Main Street„ Hyannis, MA 02601 For: Lohr Construction Co. In accordance with the Massachusetts State Building Code requirements for Controlled Construction and my document of November 17, 2006; I made a site visit today to the above project to make Inspection##1 in the presence of Craig Lohr, General Contractor. The foundation walls and footing are formed and reinforcing is in place. I found the construction as of this date meets the Massachusetts State Building Code and the approved construction drawings. Inspection#2 site visit will occur when steel frame has been erected.The Project Manager, shall notify this SER when the project is ready for Inspection#2. Daniel E. Braman, PE � of �sr�® ANIEL E. CC: Lohr Constructio o. �. ' s N 06/04/2008 WED 11:14 FAX 508 385 9214 Lohr Construction Co Inc Z004/004 Daniel E Braman,PE 189 Harbor Point Road Cummnquid,MA 02637-0361 Phone(508)362.6016 June 6, 2007 Building Commissioner Town of Barnstable 367 Main Street, Hyannis, MA 02601 Project: 27006 Addition to 200.Yawnur, 180 Airport Way, Hyannis, MA In accordance with the Massachusetts State Building Code requirements for Controlled Construction and my document of November 17, 2006; I made a site visit today to they above project to make an inspection of the framing in the addition. I find that this covers the structural systems involved and that this construction meets the Massachusetts State Building Code requirements and the approved contract drawings. Since the only remaining work is the slab on grade; I.also consider this the final inspectuion. Daniel E. Bram VC: Lohr Constru 1 TOWN OF BARNSTABLE BUILDING PERMIT�APPLICATION Map _ 1 (�� _Parcel ©0 Application# Health DivisionL., P1A�,RN,STABLE �- Conservation Division A�.� '"� Z 0 t' 8: 3FPe rmit# Tax Collector Date Issued Treasurer rsi`/tS{C4-----Wp cation Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �d Project Street Address 21®G��� WA Village L `/ A NW t S Owner Y A UJ!J +J Q_ I JOivl l IQ Address tf;�10 6�� 13Z.. IyAli Telephone 0 3 —3 6-.— 2--3 2-.-1 Permit Request CJ ti S_X _V1W C-7— L() W Y. �' -� , ,7 �;� `� X k S n V G--- Square feet: 1 st floor:existing proposed �2nd floor:existing 7_0 - proposed © Total new. Zoning District Flood Plain Groundwater Overlay Project Valuation , 00, -orl' o Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) -� Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No k Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) j /A 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 Hrsat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: l- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use s K'�` Proposed Use l/J A ll c r W 0 BUILDER INFORMATION Name �" -- C�`1 Telephone Number— Address 1.U-70 L� 1 .3 4` License# ''ham; AJ nJ d.S _J<��, a`� Home Improvement Contractor# A QIL 6 4- Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �S i_LEA `�r_®M r5'JN. -- t SIGNATURE ! DATE I I to C� L i z 4 FOR OFFICIAL USE ONLY" PERMIT NO. r •�i RATE ISSUED , 1 MAP/PARCEL NO. _ADDRESS VILLAGE i OWNER s DATE OF INSPECTION: l FOUNDATION jFRAME , INSULATION �. I ` FIREPLACE ELECTRICAL: ROUGH FINAL 'PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING { DATE CLOSED OUT f ASSOCIATION PLAN NO. s The Commonwealth of Massachusetts Department of Industrial Accidents 4 rf Office of Investigations Washington Street 600 _ g `� - Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Build ers/Contractors/Electricia'ns/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): C,4 Address:_ , 077 0 RL : 1-5 City/State/Zip: y�''� '� 6)Al �,S Phone#: 5-Z)9 3 ref 9' 266 Are you an employer? Check the appropriate bog: Type of project(required): 1.�Xli am a employer with i�D 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the'sub-contractors 2.❑ I am a sale proprietor or partner- listed on the attached sheet. 1 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity, workers' comp.insurance. 9. ❑Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions . myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who-submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ai 6— Policy#or Self-ins.Lie. �A-�21 &1-3 Expiration Date: 0 1 U !U Job Site Address: a lr At UdEc VQA'f City/State/Zip: ± k/A N 1U LJ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do here c tify the pains and penalties of perjury that the information provided abo a is true and correct. Si afore. Date: i 6 � Phone#: SM v Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: -Information and.Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,-oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual;partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Appl icants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance, If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy.information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaininga license or permit not related to any business or commercial venture (i&a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 6:00 Washington Street Bostoil,MA 02111 Tel, # 617-727-4900 ext 406 or 1-8.77-MASSAFE Fax##617-727-7749 Revised 5-26-05 w .mass.govfdia it of.►,�►°,�, Town of Barnstable Regulatory Services BARNST`4BLE, ; Thomas F. Geiler, irector 039,y Ma ss `0g ► Building Divi ion Tom Perry, Building Co 'ssioner 200 Main Street, Hyannis, A 02601 Office: 508-862-403 8 Fax: 508-790-6230 Property Owner M st Complete and Sign This ection If Using A Builder as Owner of the subject pp l property hereby authorize CPA it Lo i j-� f. 6JA0 S'T 4 [V f6 act on my behalf, in all matters relative to work authorized by this building permit application for: A- WA 4 LAA11%1 (Address of Job) y"i 4ez (�# etoj ner Date Print Name QTORMS:OWNERPERNMSION J Daniel E Braman,PE 189 Harbor Point Road Cunumquid,MA 02637-0361 Phone(508)362-0016 November 17, 2006 Project: 27006 Addition to 200 Yawnur 180 Airport Way Hyannis, MA To: Tom Perry Building Commissioner Town of Barnstable, 367 Main Street, Hyannis, MA 02601 In accordance with the Massachusetts State Building Code, 6th edition, sectiion 780 CMR-116 & 1705, for Controlled Construction, and as SER; I propose that I handle inspections as follows: Inspection#1: When footings are formed and reinforcing is in place. Inspection#2: When steel frame has been erected. Inspection#3: When siding and roofing have been attached. Inspection#4: Final Inspection. The General Contractor, Lohr Construction Co. shall notify This SER when the above inspection times occur. Daniel E. Braman, DANIEL BSTRU AD 8 N hn �� BOARD OF BUILDING REGULATIONS License:CONSTRUCTION SUPERVISOR Numbei-�CS 005887 Nf ' Exre� 0 /22%2008 r.no: 19880 y Restricted ��OQ ff=. CRAI A LOHR 'r 1070 R 34/PO S DENNIS, Commissioner 121'19/2006 11:28 5087786448 HYr`1i NIS FIRE PAGE 01 HYANNIS FIRE DEPARTMENT 14axold S.Brunelle,Chief FIRE PREVENTION OFFICE 95 High School Rd, Ext., Hyannis, MA 01-601 (509) 775-1300 BUILDING CODE COMPLIANCE FORM Plans dated for the property located at f also known as C` 'r 5VL OEtL CGS" fi have been reviewed by lam" of the Hyannis Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW' TYPE OF CONSTRUCTION DOCUMENT NIA RECEIVED REVIEWED COMPLIES 1. Narrative Report 2. Firefighting& Rescue Access 3. Hydrant Location&Water Supply 4LSprinl&Syste s SPSprinkler Contr I Equipment 6tancpe Syst ms 7 Stanc pe valy E ations 8.1 ire 2partmer t onnrrction 9'Firer'ptective naling System t . F.F�S.S. &Agnunaator Location_ 1 L '4� 0 Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems I 15_ F.E.S. Control Equipment Location 16. Fire Protection Rooms 17. Fire Protection Equipment Signage 10.Alarm Transmission Method 19. Sequence of Operation Report 20. Acceptance Testing Criteria We believe this document to be complete and compliant for the issuance of a building permit. C7 We have corn eted the acceptance testing for the occupancy p and believe that within the scope of the buifdi g p it,the above issues are in complian Signature of Fire Official Date � .,TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /� Parcel Application Health Division Conservation Division Permit# Tax Collector _ Date Issued 1c) Treasurer Application Fee ---�-� Planning Dept. Permit Fee ✓` - y" Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis - � Project Street Address A f u(I0,� viA- ?.po w, Q, Village �A 5 Owner VJ/J J Q-- fQ d NA 1.&v W __MAddress 161 o bb t32 R//t Telephone 3 6 2--_ 2�7 D J Permit Request: f P o f ' /AC-"TA fir S D C V G"- l AJJ-1—A t VJ ^4 TYV L_ L C13 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District "� Flood Plain Groundwater Overlay Project Valuation a o O-v Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No lam` e 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 � otal Room Count not including baths):existing ( g ba s) a st g new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial Yes ❑No If yes,-site plan review#- Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address 10 77 6 9—M ( License# 06o k"—,7 ,1'L rw�r L Home Improvement Contractor# MA Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CAS ff L IA SIGNATURE DATE ;t FOR OFFICIAL USE ONLY PERMIT NO. -E is DATE ISSt1ED : I ; IvTAP/PARCEL NO. ADDRESS I VILLAGE, OWNER DATE OF INSPECTION: FOUNDATION Y s j FRAME i . INSULATION FIREPLACE i i ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT r ASSOCIATION PLAN NO. a F Department of Industrial Accidents . Office.of Investigations 600 Washington Street Boston,MA 02111' ''M ,�• www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers kPlAcant Information Please Print Legibly �-- V31rie (Busness/Orginization/7ndividual): Address: Ci /State/Zi 1 /�!� ( S ty p: '��>.� ��. Phone#•- . ���. " ��,..—_� . .re you an employer? Check the-appropriate box:: Type of project(required):• I am a employer with 4, 0 I am a general contractor and I 6. ❑New construction employees(follf and/or part-time).* have hired the sub-contractors - I I am a sole proprietor or partner listed on the attached sheet t Remodeling g ship and have no employees These sub-contractors have 8. Demolition working for me many capacity. workers' camp.insurance: g Building' addition [No workers' comp, insurance 5•;❑ W e are a corporation and its --o^ cers have-exercis€d-thw _ 10.0 Electrical repairs or.additions ❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. C. 152, §1(4), and we have no 12.0 Roof r insurance required.] t employees. [No workers'- comp.insurance required.] 13.❑ Other ny applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: (omeowners who submit1his affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such infractors that check this box must attached as additional sheet showing the name of the sub-watrabtors and their workers'eoarp,policy information . cm an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site Formation. ,urance.Company Name: C C�- licy#or Self-ins.Lic.#: l los-ld- -7 � �- � �. Expiration Date: b Site Address:J 26.A I P- -91- WA. City/State/Zip: A/,4/t' tach a copy of the workers' compensation policy declaration page(showing the policy number and Expiration date). ilure to.secure coverage as required under Section 25A gfMGL c. 152 can:lead to the imposition of criminal penalties of a e up to$1,SOO,.OQ and/or one-year imprisonment, as well as civil penalties in:lie form of a STOP'WORK ORDER and a fine up to$250.00 a day against the violator. Be advised that a copy of this statemenimaybe forwarded to the Office of restigations of the DIA for insurance coverage verification. 'o hereby ce er ins and penalties of perjury that the information provided above is true and correct: mature: Date: L! 0' one Official use only. Do not write in this area,to be completed by city.or town official City or Town: Permit/Ucense# . Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person• Phone#• Information and Instructions �- - iassachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. arsuant to this statute; an employee is defined as"...every person in the service of another under any contract of hire, rpress or implied,oral or written." of employer is defined aS:'au.individual,..partnership,.assodation,coiporation*or other legal emtity,.or any two or more f the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,of the eceiver or trustee of an individual,partnership, association or other legal entity,employing employees. Howev.,er:1 e wner of a dwelling house having not more than three apartments and who resides therein, or.the occupant of the welling house of another who employs persons to do maintenance, construction or repair work on such dwelling house ,r on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. v1GL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or al of a license or permit to operate a business or to construct buildings in the commonwealth for any •enew P » ►pplicant who has not produced acceptable evidence-of compliance with the insurance coverage required. &.dditionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its-political subdivisions shall ,nter into any contract for the performance of public work until acceptable evidence-of compliance with the insurance •equirements of this chapter have been presented to the contracting authority." , Applicants Please fill out-thework-€rs'-conpensaticm affidavtt completely,by checking the boxes that apply to your situation and,if aecessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates) of insurance. Limited LiabrJity Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members orpartaers; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should to the city or town that the app be returned lication for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.. Self-insured companies should enter their. self-insurance license number on the appropriate lime. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regardig the applicant Please be sure'to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"'die applicant should write"all locations in ____'_(city or town)."A copy.of the:affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof thata valid affidavit is-on file for:fiture permits•or•libenses..A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit ere not related to any business or commercial vent (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. : The Ofrice'of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number. The Commonwealth of Massachusetts . . : Department of Industrial.Accidents ..Office of Investigations 600-Washington Street, . Boston,MA 0211L. Tel.#617-727-4900 ext 406 or•1-877-MASSAFE Fax#617-727-7749 evised 5-26.05 www.mass.gov/dia °FtKKE r° Town of Barnstable Regulatory Services 9 ".iE,,, � Thomas F.Geiler,Director 9. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize 1 G L-0 4-0— l6+alm i— /J C—to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Cl- � � � ?� ' � �D Signature of Owner Date Print Name Q:FORM&OwNERPERMISSION d UIN-1 L—L UU 0 I IIIV III U0 . 7L IIIAL1,U1,0I K rnnoviio IfvovnnNLe (rHA) 1 /81JY91yL7 r. UU1/UU4 DATE(MMIDO/YYYY) ACOR . CERTIFICATE OF LIABILITY INSURANCE 06/12/2006 PRODUCVR (781)344-3200 FAX (781)344-1425 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Malcolm & Parsons Ins. Agcy. Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 6 Freeman St. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 527 Stoughton, MA 02072 INSURERS AFFORDING COVERAGE NAIL# INSURED Lohr Construction Co, Inc. INSURERA: American International Group 1070 Rte 134 INSURER B: South Dennis, MA 02660 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 1kDD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE 5 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 5 CLAIMS MADE OCCUR MED EXP(Any one person) S PERSONAL&ADV INJURY S GENERAL AGGREGATE 5 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S POLICY jEa n LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S ALL OWNED AUTOS BODILY INJURY 5 SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per aecidenl) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE S OCCUR ❑CLAIMS MADE AGGREGATE S 5 DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND 2926230 01/05/2006 01/05/2007 1 Wc,STATU- uTH- EMPLOYERS'LIABILITY TO ITS R A ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT S 500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE 5 500,000 It yes;describe under SPECIAL PROVISIONS below E.L.DISEASE--POLICY LIMIT 5 500,()00 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Maraspi n Crack Realty Trust EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL IMB Family Limited Partnership Airport Wat Nominee Trust, Runwat Nominee DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED 70 THE LEFT. Yawnu r Nominee Trust BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 180,200,210 Airport Way OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Irving Parsons ACORD25(2001/08) FAX: (508)862-6011 ©ACORD CORPORATION 1988 12/13/21006 11:28 5087786448 HYA11NIS FIRE PAGE 01 HYANT NIS FIRE DEPARTMENT 114arold S. B=elle, Chief FIRE PREVENTION OFFICE 95 High Schaal Rd, Ext., Hyannis, ILIA 01601 (508) 775-1300 BUILDING CODE COMPLIANCE FORM Plans dated for the property located at_; t R � also known as ` � d�4 �G R�` have been reviewed by of the Hyannis Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW TYPE OR CONSTRUCTION DOCUMENTi Y� N/A RECEIVED_ REVIEWED � � COMPLIES 1. Narrative Report 2. Firefighting&Rescue Access _ 3. Hydrant Location&Water Supply 4 Sp`inkisr Systerf5 �— S prinkWjer Contr I Equipment 64;�tand7ce Systms T �� 7 Standpipe Valve1ocations 817Fire i 2partrnenit Connection EP-Fire '' tective,Signaling System 10• F.RS.S, &Agnunaiator Location„ w 11. Srrfoka Cantro!lExhaust � — 12. Smoke Control Equipment Location 13. Life Safety System Features ! 14. Fire Extinguishing Systems ! 15. F.E.S. Control Equipment Location + 16. Fire Protection.Rooms 17. Fire Protection Equipment 5ignage 1 10.Alarm Transmission Method i 19.Sequence of Operation Report i 20. Acceptance Testing Criteria (, We believe this document to be complete and compliant for the issuance of a building permit. G We have com leted the acceptance testing for the occupancy perm,and believe that within the scope of the buildi g p it,the above issues are in complian �t :..d" r:r 1�.Cs, fj Signature o#Fire Official ,�^C� `, Date Town of Barnstable '4aF�Heroi, Regulatory Services Thomas F.Geiler,Director HAUR9 xkm. Building DivisIUN =' s ? S TA ALE .i639 �0 .elE p 39 °r Tom Perry Building Commissioner 9R^j C' 200 Main Street, Hyannis;lVI Wieo2 7 f0; Office: 508-862-4038 Fax: 508-790-6230 COMPLAINT/INQUIRY REEOILI Date: (-7`dq Rec'd by: Complaint Name:�c- tic _cam I Y(r lieV- Map/Parcel2 ` Location Wt'l- Address: 2Z o r �� Originator Name: 446 t6nyJ Street: Po• &j ,r �Q2 Village: ArgJas&1t State: #A- Zip: y'2C g Telephone:(4N -7 7 (D '- 2z®G Complaint Description: Rr"ae'r �i,�r �n�+y �'7�Po( ar-) U na( D c n Cy a*? 6( -------------- Ct' o-v caw, A, �as4-WW �csZ (fie s' Q o� 1ct,�.o 1' a�So lcc�c�s�a�,• �uss,;,e� i� `Ji�S ocad�bH CCy -g e- -Fo atJa. �t lid � G� l rS I?1/4 FOR OFFICE USE ONLY ✓ Inspector's Action/Comments Date: Inspector: Additional Info.Attached Q:forms:complaint °FZHE Tp� The Town of Barnstable BMWSTABM 9MASS, a ,0� Department of Health Safety and Environmental Services''OlEt6 9. A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 15, 1999 Cape &Islands Steel John Paulding 200 Airport Way Hyannis, Ma 02601 Dear Mr. Paulding; Please be advised that the certificate of occupancy issued on behalf of the Cape &Islands Steel Fabrication Building on 4/16/99 has been rescinded in favor of a 30 day temporary occupancy permit. The revised permit shall be converted to a full CO upon the receipt of a certificate of compliance issued by the Cape Cod Commission. Your attention to this matter is greatly appreciated. Sincerely, Ralph Crossen Building Commissioner CC: Cape Cod Commission Attorney Pat Butler TOWN OF BARNSTABLE s� SIGN PERMIT PARCEL ID 312 009 001 GEOBASE ID 23101 ADDRESS 200 AIRPORT WAY PHONE HYANNIS ZIP LOT 1 BLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT HY PERMIT 27726 DESCRIPTION CAPE & ISLANDS STEEL, INC. (35 SQ_FT_ ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services , TOTAL FEES: $50.00 { THE BOND $.00 Ok CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE BARNMIBM p MAS& i639. A� FD M1r►I BUILDING D,IVISLON Bi- DATE ISSUED 12/12/1997 EXPIRATION DATE PERMIT NO , '7'7��o .�. /121 DATE I • TOWN OF BARNSTABLE BUILDING DEPARTMENT 367 MAIN STREET HYANNIS, MA 02601 APPLICATION FOR SIGN PERMIT APPLICANT: _VD1 J` )C-Q Ulle SON ASSESS'ORIS.NO. s ` TS�/� 1 DOING BUSINESS" AS s ?' �� .� . :5 T.I�C ' TELEPHONE: 7 7 5 Zy 2Z SIGNLOCATION `� `1 Street/Roadi'1 ZONING DISTRICT: OLD RING'S. HIGHWAY DISTRICT? yes no -PROPERTY OWNER Names_:: Address: Citys y:: ��,\S State: V zip: Ce o ' ( Tel. No.: s� 70 2-Z _SIGN_CONTRACTOR- --Name i _ _ S S JV Cc, Address i. ... City"s—S6 'AiA6Z, State: w Zip: CU2 CoC, _ Tel. No. : U-Z7 2( DESCRIPTION DIAGRAM OF LOT SHOWING LOCATION OF BUILDINGS AND EXISTING SIGNS WITH DIMENSIONS, LOCATION AND SIZE OF THE NEW SIGN TO BE DRAWN ON THE REVERSE SIDE OF THIS APPLICATION. Is the sign to be electrified? yes _ no (NOTE: If yes, a wiring permit is required.). I hereby certify that I "am the owner or that I have the.authority of the owner to make applict"tion, that the information is correct and that the use and construction shall conform to the provisions of section 4-3 of the Town of Barnstable Zoning ordinances. Date . Signature of f'/Authorized Agent - For `Office Use Size (sq. rt.) J� .Permit Fee -Approved ✓ , Disapproved Date sg ture Of Builds Official } MISC4 y . 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Q c � G _ � _ Q :. `< �- w �:� �' • � � � F. ` 'i { °' A � � ! i F 'Y t t i I d � f � � 0 r � � a � m h' --`-. i . i 1 �� I \`� S 5 � r 3 r, �,� j ,� ��� , � f -} �� � , � .. Assessor's offioe (1st floor): " /a�_^r7p9;r/c �• i F THE T 1` Assessor's map and lot number ...... Board of Health (3rd floor): Sewage Permit number .......F. 1 g ^.......... :.......). �. 2 BASd9TSDLE. Engineering Department (3rd floor): 7�, o t639 House number � 'o �b}q. `ea ;tVW6.. .,..:.............. p Mar a• APPLICATIONS PROCESSED 8:30-9:30 A.M. and,; 1:00-2:00 P.M. only 4 TOWN OF BARNSTABLE BUILDING INSPECTOR .,,) APPLICATION FOR PERMIT TO e..'�..0.` ``') .„ TYPE OF CONSTRUCTION ...... '. ' 1�1v :�.C: .. 'a. ..5'wst. :.................................................... 19. TC THE INSPECTOR OF BUILDINGS: / The undersigned hereby applies for a permit according to the following information: k location t Proposed Use T L� � S ! t3 Zoning District Fire District ............... ........ f C G1111 .,. 1Ja•'U�VcmGi`C �� �f"':�........Address ....1.3Z ` Name of Owner ...... ...................... F 1�.b.....-.a.......................... ' Name of Builder ..... .:..............Address . .. Nameof Architect . ................................................................Address .....`.............................................................................. Number of Rooms .........". `.......................... ...!Foundation. J .:. Exterior ... ......�1.L�.1.1�...�.......................:.......Roofing .. .. �"C��...�Y3'b iV1,��-.............................. .... Floors Interior .. +.:.. . `1t�.. ....n.(An............................ r, ' -Heatingc ..............................................................Plumbin / " ...:.............'...................:............................ Fireplace ...... ..........................Approximate Cost . .. .ta .g..® ............................... Definitive Plan Approved by:,,Planning Board ________________________________19________ . Area '. ..� Diagram of Lot and Building with Dimensions , Fee `� .... ......................... SUBJEC,TTO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS " I hereby ag?ee to conform to all the Rules and Regulations of the Town of Barnstable regording-the above construction. - Name .- ...�r .. .I a ' ................. ...... Construction Supervisor's Dense ...... 1.. CAPE & ISLANDS STEEL /J. B CE 14ACGREGOR =312-009,bp/ No .3,1596... Permit for Build Commercial Bld ............................... ........... Location ...4,r��.Airport„ ........... .....................H.y..awa .9........................................ J. Bruce MacGregor Owner ..... ape...&...Island.,S tee1.._..._.... Type of Construction .....P.r.e,-.QClg.j.n eyed/Steel ............................................................................... Plot ............................. lot ................................ a Permit Granted ..February 8 , 19 88 Date of Inspection ....................................19 Date Completed ......................................19 t G . . .. I..- - I � -. . , I , ,� � I - �� �'� R.'.-I - . � I- I I . I I . I :':.'�,.-� ..".�. � .1 �; .'11.�� '�': .': _ . , .., � �::. �. , -� I I- � . I. . 12 �.�: .�." .,:..,: '�.. .� . . � I I . - . ... 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F I E:TT'- - e4/E�s�6— _ _.eb/T's�.6— I I i t JLr. , o i • 1I i 1 - Nl Ap I O e.. �:: FLLV^ {� '- =:• 4'It ;'17 tNJ�'t �L '." .. � - � � i f )6�� ..e :. G S .. E`• ram: t �Is", V �.qu p�H.� ��va%� '�.���':Qf� 'dd' :r�i� i3o�k41V�Ism tf�l�T�HIY�"1SE� t , , �N235 A Jam', AA it 'le i pOUIE 8-M ' OASTAL PLAN REFERENCES: ASSESSORS MAP 31Z PARCEL 9-1 oRNE `tf`POND NTG,IIYYN�EY,TE�RIG PLAN BOOK 231, PAGE 19 O1V PAN I 1 INC.I PLAN BOOK 446, PACE 3 LOCUS . 260 11 A S MARY 509.255.6511 P.:5 02657 00.255.6700 PLAN BOOK 407, PAGE 36 DURN Eti(�• r \-"POND PLAN BOOK 64, PACE 105 MuwO ALEL RPOR E 9 r y /.. PLAN BOOK TPAG ,. BARNSTAB MA EEC Y MnP NO SCALE x55.6 (a ba ra2LEGEND: • � (�,�'-�Y�tRE01IA BAtLEACHIN .cra tad A6''�B•,,, sti5/ 011HL WE • �\. ip CATCH I�BASIN TO BE at mijt2 FDEt aaae •.... .., 'n_: .Stll�r`7r \ xsiGfID A• "iY 4`EA)� ,GP `.'^'lWC\ as x55.G • f * 11.1;1 i.. ..\ �i. DRAIN MANHOLE / EgSDNG ORARA ' i5) SEWER MANHOLE SYSTEM TO BE �EXMO REPLACED BY HRB- WATERLINE CATCH IMSIN TD W .... IO:IROFITIE11tl DIN OR E AID ITV . �RRON FUMY MY INC.) \��yM,,A�'c� eD ���\ .ELECTRIC LANE l :,5.• s i,z AND HER DISCHARGE F3BQW. r5 / F,^ .\\ \ ``\ �.\. \\ '':'SAY' SA ? ' - y REpIN TELEPHONE LINE f) `'V UTIUTY POLE Y r SHED \ \ BU Nr' ` \ \ i 1AD / HYDRANT E / 1 o ss F� C \ \ \ C 0 B , E ( / rsr. 0 \ N EXISTING PAVEMENT TO BE ^"•,5-• .5e.• •\ .. a SSg Oq �\ \ �\` �` �`��� x5Y.i ••�... - . REMOVED AND REPLACED DDJ� `\` BE\C �'D. _.. .� ~S. (>9 WATER VALVE ea t \ \ \ r �t.... pSY- \\\\' A0L7/n P - .55.0 SPOT GRADE I L � z u,7 J' '�# a T,sS'139/// -"\ \ \,\'. \\ R w /• P SEAL yu, - - ..-. .- .... � CATCH BASIN \\ LLA-uYN' -4 - .... '-........ RBI EL.54.711 v �.i +65.7 SPOT GRADE +� 0� ADO ( /rS t •nr (+/ `1 `. � / •.- ., 1 SPOSAL SYSTEM ro.� � _ \\ COSTING SEWAGE �•/r m IXISTING CB-I CATCH BASIN TO BE .............. -......... �n:::: l �o .:,.1 ..((,a:Qrsr. ".' •'� ,.._\ . !' r••-. PUMPED AND INSPECTED FOR - � �-4` ��EPNE,_ �€'4!'pA � STRUCTURAL INTEGRITY PRIOR TO ...` ( q_s -❑y Y'�-. :z p...,;'`k'�l.i(l r'a� RETROFITTING. - a.a -�! AIL(EL.sl.e0ay M51/4 !a. I ,5t.0` - •dE4 6;37P vi - ll PRECAST CONCRETE24'S(NIATE CAST LION TRUE B GRATEB A, ,o ty/j RISERS6402-14'S(NIARE •...,- __-_.- 10 PPE RR0D1I r�n MDDELa f V Hr24e/t245GE7 Br LeBARax TOI»mRr xe + ..... ^-..•st.?, � 8/� 1 �j ,. SEA 6RD Jj - I ASSESSORS MAP 313 �;SOY I/ F•,� J� . PARCEL 8-HI ~`�'.._., .:•-'-......,.: •...,.... .. BASIN n:t;.7 '..r �-70P SLAB NOTES: _ ...1':y�il.;. 4'-0•DIA. E105INC CATCH BA$IN TO NE—. -.. • m OISCxARa 1.INSTALLER SHALL ASCERTAIN THE ABADONED,PU PEL,AVO ';' �!-:" - 2'ou ADS moR LOCATION aF F]OSTING UNDERGROUND. BACKFU D RATE DEMAtsi ( v A m F N-10 TOPE 11TIUTIE5 PRIOR TO EXCAVATION. +.. T.• %/ %;+50.e C) Q F 2-LRB-4 MAY NEED TO BE RELOCATED !/' (! �r t $ - TO AVOID EIOSTING UNDERGROUND BE Y UTIUTIES. 5 OUuJPLAT wnT SEALANT - •-. nits �SLq( O AND PPE DEGREES(TV) - ~5 a� PLAN ..-.. '�.,S7D�..•�/ '� 3 m .. HEAVY Dun CAI IRON TRW BCOtfA ro fm4 N GRADE PRECAST_CONC. �A5 W/ 4 MA POLY OVER A (NUDE I tmh 20 R / / ..........�•P•.-n;..--.". - J-rf ./ a a , a SEE Im1E z 4•LAYER t/6' � 1- -I T,f�_ER-E+ — - ASSESSORS MAP 3 TO 1/2'STORE �Y'•..,..• / '�+ PARCEL;33 i 12' A.ADS 6'OIA SCH w PYC PRECAST CONCRETE SINGLE GRATE CATCH BASIN FROM p�F DDSPD� N-12 ImPE PRECAST LEACHING / ' a BASIN N-20 ' NOT TO SCALE ' ' 14-0' 6-0 B'-0' W-0 7'-0 ~ r GENERAL NOTES Z.3'OR IV I r.3'E 4' 314r To I m 1.ALL REINFORCING STEEL MIST CONFORM 70 THE LATEST ASTM A185 AND OR A615 (SEE PLAN) (TYPICAL) (SEE PUN) 6- b % / / / SCALE GRADE B0. SEE TAM 1 FOR STEEL RIO FOR I WENT WAN DENT. / ( ) / % 2.MR REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN.OF 0.12 S0. f0',12',OR 14' SEE PLAN T„=20' IN NEAL FL / C15730.dwg 3.CATCH BASIN SP 4TMC F CONFORM TO THE LATEST ASTM C478 SPEC.FOR'PRECAST // i /; ,/ / j - / DAB REINFORCED CONCRETE MANHOLE SECTIONS (11FC•'. N - I - / OS-16-0R - 4.MORTAR SHAM CO FONT TO SBGIION M4.02.15 OF THE MASSACHUSE TS D.P.W. I.-DRAINAGE O MRQ 9DEICRINg TO BE RACED N CLEAN WM�STUD. OORRA=10 PWW A SIRIB'-o• 20•-0•. LRB-3 DRAW N RY ,�M STANDARD SPECS.FOR HIGHWAYS AM BRIDGES TO AID NOIFY EN M FOR ON SITE NSPECD01 OF SMS Plat M NSMUATNI OF ANY NUMIE r S.PIPE TO CATCH BASIN CONNECTIONS SHALL BE MADE WITH NON-SHRINK GROUT OR SYM CO FWM STIDCTME MAY BE P A/m AIM COALS SAND LAW PRDYDID MITI CID LRB—I I LRB 2 (14'DIA.IT 6'D) cxtaclGEDBY $ HYDRAULIC COOT. PDIFM A V SOL ADNIYAL ARM BARN On TD THE COARSE SAID HW40H. REMOVAL TO BE RlID 4 1004 18'Lx12'INIT6'D (20'Lx14'Wx6'D) g 8.ONE POUR IMa1CL17HC BASE SECTIpL N ACCOL r1IN HD1E R m TOP OF SRCM(ON R4=SHALL NQLDE A UNIT COST FO( - ( ) �FO 1mE-1amL 1o•_D• 7.ANY NECESSARY ADJUSIMENIS OURINO C0NSIRUCTIOPI Y41 BE DONE BY SAW-CUTTING IEMOYAL ND ImTAmOIT N THE®FI<E} 1 to DI-20B AND/OR CORING ONLY. NO JACKHAMMERS,HAMMERS,CHISELS OR PNEUMATIC TOOLS 2 FEE HMTDEAL FM S51DIS mNntu=N fLL SHILL BE UM GIUMAR SOD,FREE OF OHMIC MATIBI I TOD as-9t NOTES• v/ / � 'r BDL BE ALLOWED. t AND GM MEIENNIS MATITIMLS THE SAID SHALL BE ORAOFD SUQI THAT NOT TINE IN 491 DE 1.FILTER FABRIC 3 TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT 3/4' B.RED CLAY BRICK SHALL CONFORM MATH SECTION M4.05.2 CLAY ONO OF \ SAWI�BY KNIT,STALL BE RETAINED ON TIEµ SIM THE FILL SHALL MDT CORTAN ANY MATERIAL CONFORMANCE WIN MANUFACTURERS SPECIFICATIONS. CRIE-t SIDES DOUBLE LA ALL MASSA04UMM D.P.W.STANDARD SPECS FOR HLiIWAY AND BRIDGES LARSER52 INOES THE MAMM RAN SEE:_SIWL FEET THE FAIAID QMDATIM DUSTEDRECHARGE RGE BASINS) A) / //����/11///�11 EH 2 THE 05ES PRIOR SHALL EXCAVATION, THE LOCATION OF EXISTING IES WITHIN THE ORAINA(E REaARa aAsws) % O / cJ C J / , . ' � 9.FILTER FABRIC SHALL BE SET UNDER CATCH BASIN GRATES TO PREVENT SILTATION 10 UTILITIES PRIOR TO IXCAVATION,AND STALL PROTECT UTILITIES NITIHIN THE LOGO. THE BASMS UNTIL SITE HAS BEEN STABIUZED. WORN AREA DURING CONS ICTION. 6'DIAMETER(N-20)PRECAST / TYPICAL END VIEW OF LEACHING RECHARGE BASIN CONCRETE LEADERS-20ON BASE.SIT C LW-IDOD-E-IG 0i EWAL NOT ro SCALE TYPICAL DETAILS OF LEACHING RECHARGE BASINS (SINS ALL DRAINAGE RECHARGE LRB-4 1fc LRB-5 -L of L SHEETS NOT TO SCALE (10'DIA.x 6'D) PROTECT N0. C16730.D0 ri F Notes RM TO LAT ST CODE (51.3r )O(49.3) ; -CONCRETE STAIRS TO r-RA.1011=7W IL EXISTING 3070 DOOR T.O.S.55.7 H- TO SPRINKLER ROOM I ^� E3 — 3070 DOOR EXISTING T.O.S.=55.8 TYP. EJ B 0 LOADING DOCK AREA EXISTING EXISTING EXISTING 14x14 T.O.S.=55.8 FOUNDATION/BLDG. FOUNDATION/BLDG. z OH DOOR nz � FLOOR PLAN ® �a _ No. Revision/Issue Date EXISTING 3070 DOOR Flan Nom.and IJdno LOHR CONSTRUCTION CO.,INC. 80 FOREST HILLS/PO BOX 243 ® 3070 DOOR J SOUTH DENNIS,MA 02660 ® 508-385-9200/508-385-9214 FAX I s'-2" r a(.n Noma and im— 200 YAWNUR LOADING DOCK 200 AIRPORT WAY HYANNIS,MA. . a,opcl sn..e 28416 aor. 19 DECEMBER 2016 A 1 s 1. 1/4"=1,-0" n General Notes `,. 1.ALL WORK TO CONFORM TO LATEST CODE (,n REQUIREMENTS. South Elevation - 1/A2 North Elevation - Common Wall 2/A2 e II � � I 4P 4a' West Elevation - 3/A2 East Elevation - 4/A2 ELEVATIONS C I I • i I I I a f It I No. Revision/Issue Date 1 i I n,m som..m.aa— II I i F I LOHR CONSTRUCTION CO. INC. I � , O 80 FOREST HILLS/PO BOX 243 � i SOUTH DENNIS,MA 02660 508-385-9200/508-385-9214 FAX r aAbn wom..n4�44,® 200 YAWNUR LOADING DOCK 200 AIRPORT WAY HYANNIS,MA. v 28416 ft. 19 DECEMBER 2016 n s 1. 1/4"=T-0" General Notes ' ! 1.ALL WORK TO CONFORM TO LATEST CODE REQUIREMENTS. LINE OF EXISTING GABLE SS200 ROOF PANELS 4" VRR INSULATION zAVE GUTTER �RBR WALL PANELS 4" VRR BUILDING SECTION INSULATION CONIC SLAB FF/F EXISTING E`EN. , ijL No. Revision/issue Date FOUNDATION nm MI. Mdn ASPHALT PAVEMENT LOHR CONSTRUCTION CO.,INC. 80 FOREST HILLS DR/PO BOX 243 SOUTH DENNIS,MA 02660 508-385-9200/508-385-9214 FAX Pbl�Nams and�ee,.m 4' MIN OVER 200YAWNUR LOADING DOCK 200 AIRPORT WAY HYANNIS,MA. 284,6 SECTION 1 /A3 ,9D1/2"=11-0- R2016 A3 Gensml Notes • ; 1.ALL WORK TO CONFORM TO LATEST CODE REQUIREMENTS. EXISTING 3070 DOOR SPRINKLER ROOM '77 TIE INTO EXISTING N N SPRINKLER PIPING 0 0 N fV EXISTING EXISTING LOA NG DOCK AREA FOUNDATION/BLDG. FOUNDATION/BLDG. EXISTING 14K14 o ADD 8 HEADS b OH DOOR N N SPRINKLER PLAN ® o o iV iV No. RedstonAmmis Dots EXISTING 3070 DOOR m. LOHR CONSTRUCTION CO.,INC. 80 FOREST HILLS/PO BOX 243 SOUTH DENNIS,MA 02660 ® ®i 508-385.9200/508-385-9214 FAX nyr s...r Arm 200 YAWNUR LOADING DOCK 200 AIRPORT WAY HYANNIS,MA. , nqr n.r 28416 or. 19 DECEMBER 2016 F P 1 sr• I DW tA/ t6'-0' 1BJ ✓- r 61_0" 10'-0" 1 DWD ENGINEERING Structural Engineer General Notes: (6T 0 11") i A G n rat 5 rii Chael Road E Bridgewater MA 02333 TOW 8" BELOW EXTERIOR 1. Structural drowings shall be used in conjunction with architectural, mechanical, electrical Voice: 508.378.9602 PLATFORM SLAB EL I and shop drawings. Fax: 508.378.2922 2. Governing building code for the design and construction is the Commonwealth of u_ Massachusetts State Building Code (8th Edition). iI B. Soil Conditions and Structural Fill (EL 51.3) (EL 49.3• 1. All footings shall be carried to the depths shown and deeper if req uired, and shall rest Stamp: on undisturbed soil or compacted structural fill having a net allowable bearing pressure of 3,000 PSF was assumed for design. The owner shall engage the services of o geotechnic I ---------- - 7 8"WALL AT STAIRS engineer licensed in the Commonwealth of Massachusetts to determine net allowable bearin (EL 51.3') I I REINF PER SECT F1 pressures and subsurface preparation. This office is not qualified to determine soil ccndiG)ns. _ SF 2. No footing shall be placed on frozen soil or in standing water. 2'-O•Wxt'-0"DP 3. Structural fill shall be well graded bank run, screened or crushed gravel, and shall be CONC WALL FTC placed in 8"maximum lifts and compacted to 95% maximum density at optimum moisture REINF w/ 2#513 o content as determined by ASTM 01557. modified proctor. 5"SLAB ON GRADE REINF w/ (EL 47.3') I 6x6-W1.4xW1.4 WWF OVER 12" I I I o 4. Provide well compacted, clean, coarse and and gravel under all slabs an grade offer t p COMPACTED GRANULAR SUB BASE I soil has been removed in occordonce rwith the geotechnical report. T.O. CONE EL= 55.8' �I I I ED ^ I F4 I _ C. Concrete wi I I 52.1 1.All concrete shall attain a minimum compressive strength of 3,000 psi at 28 days. N 2. All reinforcing steel shall be deformed bars conforming to ASTM A615 Grade 50. Q ------------ - 1 3. The following minimum cover shall be provided for reinforcement: Q "P4 Concrete against the earth- 3' ^Z F3.4 P5 Formed concrete exposed to earth o weather $5 or smaller ller 1 z" b6 or larger 2" '1 (EL 51.3') I - ;4;,7) L---- _ Concrete not exposed to earth or weather slabs or wells V(E (EL 47.3') 'i Concrete not exposed to earth or weather beams and columns: 1}" O Q z SF F2 4. All concrete work and detailing shall comply with the latest recommendations and 0 Z z x _ specifications of the ACI _ Q I - o 52.1 I 8"W CONC WALL S. Ail continuous reinforcing bars shall be lopped 48 bar diameters at splices and at corn rs //� N 0 LL 1 I TOW EL= 55.8', o V Z .O= CJ v UNO unless noted otherwise.Terminate continuous burs at non-continuous ends with standard PI �'.' -------_-_- - 2 hook. Z Vf-cV N P2 J I 0. Desian Loads O=Q O in F3 4 DROP TOW 8" 1.Wind Lead Basic wind speed = 115 MPH (3 Second Gust) Q = ('n 00 3'-0"x4'-O"xt'-0"THICK I I Exposure B �- U M M (REINF AS SHOWN IN SECT F5 AT DOOR OPNG O 00 BOTTOM OF FTG (EL 51.3') I I _ 2.Seismic Design Data Seismic Hazard Exposure Group......................I J "Q �1 X N O I 4'-O"Wxl'-O"DP Lo CONIC WALL FTC "m Seismic Performance Category ..............8 x Q I (TYP. UNO) LL (n O O Soil Profile Type..........................................D =3 m N I I I Mapped Spectral Response Accelerations........Ss=0,20; 51 =0.054 7 0 0 O O I I I Spectral Response Coefficients.......................Sos =0.213; SD, =0. 86 `�• U d 0000 0 5"SLAB ON GRADE REINF Q Cl)6x6-W1.4xW1.4 WWF OVER 6 MIL n o Q =J Q POLYVINYL VAPOR BARRIER OVER I I I (TYP 3 PLCS)I 0 J� ' 12"COMPACTED GRANULAR SUB BASE F2 I J= T.O. CONC EL= 55.8' I I S21 I C) Sheet Notes: (n I I DROP TOW 8" N W I I I AT DOOR OPNG of 1. (EL 47S), etc., indicates bottom of footing elevation. W De I I 2. TOW EL 55.8', etc., indicates tap of wall elevation. O I I a 3. CJ indicates location of Tg" wide sowcut slab control joint. See detail on dwg S2.1. LL 4. SF indicates location of stepped footing. See detail on dwg S2.1. O I F3 I I 5. P1, etc., indicates pier type. See details on dwg 52.1. Q I C, S2.1 3 - - 4----------4 - I I Pi FS LP2 52.1 F3. 3 4 (TYP 4 PLCS I EL 51.3') I Ffi I I I I DROP TOW 8" S21 I I I i AT DOOR OPNGDe I o (EL451.3') ' tin•+t3.i1n11Y`1„ A:`1,Aa7 r kttl;S 4 .rsi. ., as�t�j o (EL 51.3') (EL 49.3•) (EL 47.3') ( z i Orawn By: N n Rl DWDdBy: Date: 22 Dec 2016 Scale; J---------------- sNoted DWD Job No: 16-nnn (EL 51S) _ 5haet Tltle: FOUNDATION PLAN Not M4S� o� LW PLAN D031FOUNDATION TR TURAL f^ Sheet: q"=1'-O" fie.3Wfi S1 . 1 i i - a J"W(MIN)CONTROL . 18" 1'-O" 48 BAR DIA 7B JOINT SAW CUT WITHIN TYp 2#5V - DOWEL (TYP) ,�•-z', 12 HOURS AFTER POUR (TYP) a ( ) N INTO FOOTING 40'-0" SPACING 40'-0" SPACING 36 BAR 5"SLAB REINF w/WWF 3#5V - DOWEL (MAXIMUM) (MAXIMUM) DIA T (SLAB DEPTH) T/4 INTO FOOTING SEE PLAN 4= ? DWD ENGINEERING L 2.4 SHEAR KEY Structural Engineer 3/4"CHAMFER (BOTH SIDES) _. VAPOR BARRIER 2D D 2D 2D COMPACTEDD 5 Mi chael Road E Bridgewater NA 02333 GRANULAR FILL WALL CONTROL JOINT DETAIL WALL CONSTRUCTION JOINT ETAIL v 0 i ce: 508.378.9602 Fax: 508.378.2922 INTERSECTION CORNER SLAB CONTROL JOINT DETAIL TYPICAL STEPPED FOOTING DETAIL TYPICAL WALL REINFORCEMENT DETAILS TYPICAL WALL JOINT DETAILS NTS NTS NTS sran,P: 6T 0 I1" 5'-6" 5"SLAB ON GRADE JT FILLE AND 1"JT FILLER AND LULLER AND 1.FILLER AND +� R SEALANTNT SEALANT #4012"8.EW i1 EL 55.8' 0 r-1(f4 NOSING � � BAR(TYP) f0 a CV n O 2#4 CONT T&B Q Y #5018'V,INSIDE FACE #4®12'T+3#4M 0 --PIER P2 FOR SIZE v Cn w/MATCHING DOWELS a°' AND RENT SEE DETAIL RUN ALL HORIZ WALL X Y4®18"S INSIDE FACE REINF THRU PIER(TYP) TMP) — a THIS SHEET 0 Z w P BARS 24" 1. I I — -O - _T I PIER P3-FOR SIZE AND REINF SEE DETAIL (TYp) #4012"w/ i _ THIS SHEET 2#4 T&B 12"HOOK EXISTING WALL *L4. T EXISTING FOOTING Z Z V AND FTGw/FACE OF EXISTING Q Z~ �. #5®18•' ALL Q } O Lfi (MIN) EXISTING FTG XY ANCHORED 2" O V co C7 co 4 J �N� SEE PLAN 4115"C M 2T,28 D z m- 8.. R O CA Z U a 00 O J CD NOTE: FOR INFO NOT SHOWN SEE SECT F1. NOTE: FOR INFO NOT SHOWN SEE SECT Fl. NOTE: FOR INFO NOT SHOWN SEE SECT Ft. C0 J S E C T 1 0 N F1 S E C T 1 0 N F2 S E C T 1 0 N F3 S E C T 1 0 N F4 S E C T 1 0 N F5 S E C — Q =1_D z T I O N F6 p U) ,._ J.=1. _,._0.. _O N LU O V-2. 1._2. LL O.f. EXISTING O.F. EXISTING O.F. EXISTING D20 8" FDTN WALL e.. FDTN WALL FDTN WALL 3„ 4„ 4•. 4" 3„ 4„ 3•• 4,. F y"0 A.B. W/ q"0 A.B. w/ J"O A.B. w/ a"O A.B. / 12" MIN EMBED, . I 12" MIN EMBED, I 12 MIN EMBED, 12" MINE BED, 4" 4" 1"CLEAR 3' PROJECTION q"O A.B. w/ N �" 3" PROJECTION 3" PROJECTION r 3" PROJECTION 12" MIN EMBED, TIF 13" PROJECTION 0 m - Et N N oD m ' ' N "6 A.B. w/ 1"CLEAR o 12" MIN EMBED, " CLEAR 3" PROJECTION 4" I 4" 1j" CLEAR n e� ee ff tf e� 11 ee of 1� ee a 0 nBY PIER P1 — 14 x16 PIER P2 — 16 x16 PIER P3 — 14 x22 PIER P4 — 14 x14 PIER P5 — 16 x14 PIER P6 — 16 x22 Checked By: REINF w/ 4#6 VERTICAL DOWELED REINF w/ 4#6 VERTICAL DOWELED REINF w/ 6#7 VERTICAL DOWELED REINF w/ 4#6 VERTICAL DOWELED REINF w/ 4#6 VERTICAL DOWELED REINF w/ 6#7 VERTICAL DOWE ED DWD INTO FOOTING + #3 TIES ® 12" INTO FOOTING + #3 TIES ® 12" INTO FOOTING + #3 TIES ® 12" INTO FOOTING + #3 TIES ® 12" INTO FOOTING + #3 TIES ® 12" INTO FOOTING + #3 TIES ® 12" Date: TO, PIER EL = 55.8' T.O. PIER EL = 55.8' T.O. PIER EL = 55.8' T.O. PIER EL = 55.8' T.O. PIER EL = 55.8' T.O. PIER EL = 55.8' 22 Dec 2016 Scale. As Noted DWD Job N°: 16-nnn Sheet Title: SECTIONS i ;0,k%GEL0 v mac, BhMt I i, S2. 1 I. I a Anchor Rod Drawings 1 AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 0 1) This drawing is for anchor rod placement only and is not foundation design. 2) Foundation must be square and level with all anchor rods true in size, location, - Specified Column and projection. Centerline - m 3) Projection shown must be held to keep threads clear of finished concrete. Steel Line 4) This structural design data includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural - - Bottom of Bose Plate members necessary to show compliance with the Order Documents at the time of this issue. Any change to building loads or dimensions may change structural member sizes and locations shown. This structural design data will be superseded - I - (t3mm) r t1/4" and voided by any future mailing. I - (t6mm).. 5) Anchor rod size is determined by shear and tension at the bottom of the base ) — • t1/2" plate. The length of the anchor rod and method of load transfer to the foundation "} ^ are to be determined by the foundation engineer, and are not provided by the I O •.• `o♦ I manufacturer. _ _ I :Y T t1/8" (t3mm) Base of Steel a 6) Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise. I 16'-0 OUT/OUT OF STEEL i (t'3mm) , - g I I I "Variation in.Elevation to i+ FINISH FLOOR AT ELEVATION 100'-0 - the•Tops of Anchor Rods Q" tt 8" BASE PLATE AND ANCHOR ROD TOLERANCES �� Q• v ANCHOR ROD SETTING TOLERANCES 4 w m m is Of OUT OF 1'-3 .. ..OUT OF 1 -D'-1D - y - ":x x •• _ CONC. •3 =4 - CONC. 3 4 00 �: • —— ——————— 0-101 l I o, ° Ln M •'l O. U C Y• o �' Y • < N .. TYPICAL SECTION TYPICAL SECTION Z 0 3 ExlsnNc O <"0 ANCHOR RODS © i"m ANCHOR RODS L~w Z v STAR JOB NO. p o z . - I 11-8-66880 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 _ V ao`a A I. ' O - Z a) p OUT OF 8 OUT OF 8 _ I CONC.' 2 3 CONC. 2 3- o J a. oIN Of a a • - ---- -- • �1J1 o _ SLOPE Z p o O Q iv H311 � - I21 3 z o A r I U OJ N O Scale: TO ALE Drawn by NOTKPM SC12/12/16 v a TYPICAL SECTION TYPICAL SECTION Checked by DOB 12/13/16 •� 0• J"O ANCHOR"RODS °0 ANCHOR RODS Project Engineer. SSY ..c k' '. �. O O • • iv - Job Number: 15-8-61302 I BASE OF STEEL AT:ELEV. 100' 0 BASE AT ELEV, 100' 0 EWC - , .^., - _ v Sheet Number F1 of 2 �- The engineer whose seal forears hereon is on the manufacturer for employee materials described herein. Said 16'-0 OUT/OUT OF STEEL - - seal or certification is limited to the products designed and "- _ - _ manufactured by manufacturer KEY PLAN " - only.The undersigned engineer is 3 SWD I Y e. _ record not the fory the project.engineer of " - Phillip J. Johnson, P.E. I - Massachusetts P.E. 52151 . .. URSTIB ENS 2A EWA ANCHOR ROD SETTING PLAN ACCESSORY SCHEDULE MARK DESCRIPTION DETAIL OUAN. r V ] 8'-0 X 8'-0 FRAMED OPENINGS © 3 ANCHOR BOLTS TO BE DESIGNED - BY FOUNDATION ENGINEER USING - _A1Ada DIAMETERS SHOWN IN THIS TABLE. - i ���,Zta of at Dec 13,2016 4 ANCHOR ROD DESCRIPTION QUANTITY PH•LLIPJ. 5 JOHNSON NO.52151 J"m DIAMETER X 20 - - �•'�'vFa,<TEti c' '`�"� 3"O DIAMETER X 32 £ ~E E NE xo,ne aSn v O ZZ .......................... ........ r' O - tAq- t°^%4n 333 3,3333�'^54o°a - _oi1. ay C1 ®o3aQ�b 9280 3 Y u n 3..-. - V - - z0 Nmy1 _ ODDDu o➢"ODm" m oo o�; m"m9Apomm - ^' Vomoo�m oo mNc mop iozovo�a.lr immr Amznm��ozo o zF r zo;2,5 O`; °v��n'c' s oz mypv" zz a�i nna nnamn.yv apo Azoo mom:>-Am�zAmr mponcm0..n. . namona om loyo'A"pzAmioAo�n�p�"`•IngzooNzi`��� ozo A?:Dmm yAmv,n' o 000mo Aoo 0 o'^OZNn mmaz m➢z OZZOOr��2zDz zN 1JOOL AQ OQ AnopCVi rub N '� ~2 0 00 O' UFa ono <omin0 orcmo aQ�C Z - - - oo�AozAimom"'cnizoA�io�� ommzm mmmommimg �zz�cooin ♦-noAOA�oa �A zm Vmi DO AYINO A. 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FrmZ0 Z m0 O ry002 m0 m0 m y An 2 O�yl . - D �Z NN h0c �AZ y VI mOm O _ Om n. yz➢.z z a O v - - - N • O U O O 3 C m a O O T �� � v o � a a ` � � - Revision Date Description _ � By Ck'd .^ P.O.BO%91910 . 2 T 4 R '�°' OKLAHOMA CITY,ON 70143 - z 0'1_ 1 Bl11LGING SYSTEMS m o O c O io n 3 (405)606-2010 - o °_ �_ Customer: Project Nome&Location: OMN,, �_°� v m,o °'°v - o v ti LOHR REALTY& CONSTRUCTION AIRPORT WAY NOMINEE TRUST y Am oiO a3 0ac� m O f� m CO w n SOUTH DENNIS, MA. HYANNIS, MA. Stu 3 5 3 0 0 ^I Or�Stotus: relminar orConstruclion) For Construction PermmmorpprovoFor Erector Installationn (Not For Construction) eaudar ycon troator Resoan sib ni ties Drawing Index U Drawing Validity- These drawings, supporting structural calculations and design certification are _ Page Description based on the order documents as of the date of these drawings. These documents describe the m material supplied by the manufacturer as of the date of these drawings. Any changes to the order 1 documents after the date on these drawings may void these drawings supporting structural RBUILDING Y T E1 Cover Sheet calculations and design certification. The Builder/Contractor is responsible for notifying the buildingj S " 51 �MS® E2 Roof Framing & Sheeting authority of all changes to the order documents which result in changes to the drawings, supporting AN NO�iJhfVP�N� - Sid ewall Framing & Sheeting; WALLS structural calculations and design certification: - E3 SWB & SWD Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms Forquestions regarding the me pretotion of the drawings, materials provided, or assembly of the arts: .. E4 Endwall Framing & Sheeting, WALLS 9 P WA W E & E C • cut- - h interpreted n ° - 7 - h h m n f r r s correctly ter eted and applied h requirements m n f h order 800 8 9 7 7 t at t o a u actu e a co ect y p app ed the equ e e is o the o de 82 and ask for the Field Service" department. - documents and constitutes Builder/Contractor occep(ance of the manufacturer's interpretations of Before or after normal hours, you may send an email to OKCSF'Id Se ®StorBuiWi q et. Please ES Main Frame Cross Section the order documents and standard product specifications, including its design, fabrication and quality include the order no., brief description of the question, &contact name and phone number. criterio standards and tolerances. (April 2010 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building,authority. - w The Builder/Contractor is responsible for securing all required approvals and permits from the - - PROJECT NOTES - appropriate agency as required, ' ENGINEERING DESIGN CRITERIA . ,•r - • ' Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated - BOLT TIGHTENING - ALL bolted joints wl th A325 T `! • • r - _ -j Type l�bolts are work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as . specified as snug-tightened joints in accordance with the m Spec I F i cat ion For Structural Joints Using.ASTM A325 or A490 Bolts, December 31, 2009. temporary guys, braces, false work or other elements required for erection will be determined, Building Code .. ... .... MASSACHUSETTS 8TH EDITION Pretens i on i ng methods, i nc lud i ng turn-oF-nut, ca l i-brated wrench, - - furnished and installed b the erector (April 2010 Section 7.10.3 CSA 516-09 Section 29 .. , y ( p ) ( / )� Occupancy Category ................ Normal - � twist off type tension control bolts or direct tension Indscator are RooF Dead Load - -' NOT required. Installation Inspection requirements for Snug Tight- Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other Superimposed .................. 3. 19 psF - Bolts (Spec i F i cation for Structural Joints Section 9. l) Is suggested., trades, the Metal Building plans will govern. (April 2010 Section 3.3) - Collateral ..... ,. ,. 8.00 psf - (3.00 psF Acoustical Ceiling 5.00 psF Other) - - Material properties of steel bar, plate, and sheet used in the Fabrication - Roof Live Load ... ............... 20.00 psF no reduction of built-up structural Framing members conform to ASTM A529, ASTM A572, v Materials by Others - All interface and compatibility di any materials not furnished by the ASTM AIOII SS,'or ASTM 41011 HSLAS with a nin.inum yield point of 50 ksi. - o manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Snow _ '. Material properties of hot ro Lled structural shapes conform to..ASTM A992, Unless specific design criteria concerning any interface between.materials if furnished as a part of Ground Snow.Load (Pg) ....... • 30.00 psf + ,r ASTM A529, or ASTM A572 with a m I n i mum specified yield point of 50 ksi. the order documents, the manufacturers assumptions will govern.. Snow Load Importance Factor (I) 1.00 ..Hot rolled angles, other than flange.braces, conform to ASTM 36 mIn mum., ` c Flat Roof Snow Load (PF) ... 25.20 psF - Hollow structura( shapes conForm to ASTM A500-grade B; min imum yie bd ° Modification of the Metal Building from Plans - The Metal Building.supplied by the manufacturer has Snow Exposure Factor (Ce) .... 1.00 .point-"is 42'ksi for round'HSS'and 46 ksi For rectangular HISS. been designed according to the Building Code and specifications and the loads shown on this Therma C Factor (Ct) L.20 - Material properties of cold-formed l i gght gage steel members conform to -' ". - ° drawing. Modification of the building configuration, such.as removing wall panels or braces, from - the requirements of ASTM A1011 SS Grade 55 ASTM A1011 HSLAS Grade 55 - - that shown on these plans could affect the structural integrity of the building. The Metal Building Wind Class L ASTM A653•SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1 - - - - Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to Basic Wind Speed .. .. ... 115.00 mph w th a m i n imum y e Id point of 55 ksi. For Canada, material properties• - the buildingconfiguration shown an these drawings. The Metal Building Manufacturer will assume no Wind Importance Factor (I) ... 1.00 - conForm to CAN SA G40.20/G40.21 or equivalent. 9 9 9 Wind Exposure Categgory B A responsibility for any loads applied to the building not indicated on these drawings. Interne t Pressure Ca C GCp i) , 0. 18/-0. 18 Using 7 x 7 eave gutter with 4 x 5 downspouts, the roof drainage o Loads for components not provided by building manufacturer system has-been designed using the method outlined in the MBMA Foundation Design - Corner Areas (within 3.00' of Corner) 23.79 psf pressure -31.85 psf suet ion Metal Building Systems Manual. Downspout locations have not been o ` The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the Other Areas - 23.79 psf pressure -25.80 psf suction located on these drawings. The downspouts are to be placed on - o `o foundation. 'Anchor rod plans prepared by the manufacturer are intended to show only location, These values are the maxi mum values required based, on a 10-sq.Ft area the building s i dews l l s at n spac I ng�not to exceed 40 feet w i th _ _. 'a 0 o e Components with Larger areas may h v l w r wind. L.oFirstm w diameter and.projection of the anchor'rods required toattach the Metal Building System to the - P 9 y a e, o e ads the downspout From both ends of the gutter run foundation. It is the responsibility of the end customer to ensure that adequate provisions are r _ -- 'r 20 feet of the end. Downspout spacing that does.not exceed the, - _ - a a a o me de for specifying rod embedment,bearing-values, tie rods and or.other associated items Se sm c - maxi mum spacing wi.l t ,.be in comp l I ante w i th the bu i ll i ng code. - - x 0 U W embedded in the concrete foundation, as well as foundation design for.the loads imposed b the Seismic Importance Factor .... ' 1.00 - • The gutter and downspout system as provided by the manufacturer - - 24 'v z Metal BuildingSystem. other imposed loads, and the bearing capacity of the soil and other y Seismic Design Category ...... H -i s designed.to accommodate 5 i n/hr ra info l l i ntens i ty. # �'• v y < .4 Ys P 9 P y. Soil. Site-C lass .............. D St i Ff So rl • E ¢ conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Ss- .. .. ... ... • 0.220 g Sds ... 0.235 g Design criteria as noted-is as g i ven w i thi n order documents and - - W 2° 3 S1 .. .. .. ... ... 0.058 g SdL ... 0.093 g is applied in general accordance with the applicabte provisions �•� in ® ❑ Analysis Procedure Equivalent Lateral Force of the model code and/or specification indicated. Neither the V";> �p z " Column Line All - manufacturer nor the certifying engineer declares or attests that �Y o - Basic Force Resisting System H the loads as designated are proper for local provisions that may - a`a = Response Modification Coefficient (R) 3.00 apply or.For site specific parameters. The design criteria Is - Seismic Response Coefficient (Cs). - 0.08 _ - supplied by the builder, project owner, or an Architect'and/or - Z Design Base Shear In kips (V) 0.90 Engineer, of Record For the.overalt.constructlon project. • Basic Structural System (from ASCE.7-05 Table 12.2-1) - - H - Steel System not Specifically Detailed for Seismic Resistance This meta t'buI ld Ing system Is,des Igned.as enclosed. All-.exterior .. _� o components <I.e, doors, w i ndows, vents, etc.) must be des i gned to o withstand. the specified wind loading for the design of components - m - _ and ctadd'_i ng In accordance with the specified building Code. ? .E The metal building manufacturer has not designed the structure for • a DEFLECTION CRITERIA snow accumulation toads at the ground level which may impose snow z loads on the wall Framing provided by the manufacturer. d ❑ ❑ Framed openinggs, walk doors, and open areas shalt be located in - -d The material supplied by the manufacturer has been designed with the bay and.elevntion as shown in the erection drawings. The z the Following .minimum deflection criteria. The actual deflection cutting or removal of girts shown on the erection drawings - z ° ' may be less depending on actual load and actual member length. due to the addition of framed openings, walk doors, or open areas C< w ut The Frame sl desway Far wind loading 's based on ASCE 7.conmentary not shown may void the design certl FiCatlan5 supplied by the metal - +4 equation CC-3 of 0.7W. The limits shown are at service loads unless - building manufacturer, of - o - - - Indicated otherwise, m = 3 The common wall at the existing.building is to remain`sheeted, o oN o°` BUILDING DEFLECTION LIMITS:.. BLDG-C ! The roof material, not by metal building manufacturers attaching to - Scale: NOT TO SCALE Ceiling Type Acoustical or Other - - the roofsystem provided b y.manu Facturer, shall have a maximum weight - grown by KPM 12/13/16 of 1.3 psf. Attachment of roof material shot( be structurally - RooF Limits Rafters Purtins Panels sufficient to sustain the minimum speci Fied design. loads. Checked by DOB 12/16/16 Live L/ l80 1 50ISO 60 The material design incor orates ¢ Standin Seam RooF anet, not b Star, Project Engineer SSY Snow L/ 180 180 60 9 P 9 P r - Wind V � 180 180 60 into the root structural. This panel shall attach to the root purlins at - - ' - Total Gravity L/ 120 120 60 a maximum spacing of l8 inches. The panel shall lee structurallyy adequate - - - - Job Number: 15-B-61302 Tatnl Uplift L/ N/A - N/A 60 to resist the loads. Roof purlins are spaced based on New Tech SS200 panel - Load table, page S25 - S28, 'dated on 04-20-1999, for positive and negative -- Sheet Number: E1 of 5 Frame Limits Si des wby mone n t. .The Engineer of Record, or designate thereof, shall certify the roof Live H/ 60 panel, not by the manufacturer, For all connectlons,.grovit y and uplift - - Snow H/ 60 �• - - - - The engineer whose seal resistanceY • - Wind H/. 60 Loads far ooF cla doing not provided by bullding�i manufacturer 9 appears hereon is an employee Pressure Roof -- 11.694 for the manufacturer for the _ Seismic ncl,H/ / 40 • psf Totn l W i nd H/ 60 •� ° � Suction Roof Corner -62.097 psf - - �� - w � ' materials described herein. Said Tote l Grav ty H/ _ 60 _ Suction Roof Strip -35.887 Psf - " -� seal or certification is limited Service Seismic H/ 50 _ Suction'Roof 1 29.839 psf r ` - to the products designed and These values are the maximum values required based on 10 sq Ft area.y manufactured by manufacturer Wa I L L i m i is - Limit - only.The undersigned engineer is Total Wind Panels L/ 60 The structure provided by the metal building manufacturer will have not the overall engineer of Total Wind G i its L/ 90 a Lateral dr I Ft of 0.9 _inches under wind and seismic load at Frame lines 1-4, record for this project. Total Wind EW Columns L/ 120 This seismic drift is.the maximum inelastic response displacement. The metal building manufacturer is not responsible For the - deflection compatibility between the new structure and construction Phillip J. Johnson, P.E. The Service Seismic limit as shown here ids at service level loads. by others at building C and-side B. Determination of.any Massachusetts P.E. 52151 separation between the new structure and construction by others to - orisne DST2n - - •comply with the provisions of the bul(ding code ,ls not by the Metal + building manufacturer. - - B UIL DIN G DESCRIPTIONS i This jobslte Is located Ln a hurricane prone region with wend speeds Building ID Width Length Height Slope of L1 mph,or greater. In order to maintain the enclosed + ` classlFlcation and design For wind at( doors, windows and wall BuildingC 16-0 40'-0 13-0 2:12 - mounted light`transmltt in .panels <LTP) provided by building manufacturer shad:be protected by Impact resistant coverings. The material may include but Is.not limited to 7/16 structural wood }"e A325 BOLT GRIP TABLE Panels as proscribed by the local building'code. The customer's GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD Design Professional, not meta( bui(ding manufacturer engineer, is ENGAGEMENTIS DEEMED TO v responsible Far determining the adequacy of material acting as the 0 TO 9/16" 1 1/4" F.T. HAVE BEEN MET WHEN THE mpact.resist an covering by others and attachment.to the .mat erial Over 9/16" TO 1 1 16" 1 3/4" F.T. END OF THE BOLT IS FLUSH provided by.buttd�ng manufacturer. This structure has not been a / / designed to withstand the additional, internal pressure required by. WITH THE FACE OF THE NUT. Code as a partial enclosed condition in the absence of Impact ' Over 1 1/16" TO 1 5/16 2" - P y _ - - f res stunt coverings. eAd Over 1 5/16" TO 1 9/16" 2 1/4" - - Dec 16,2016 ni+gcn,:`•- <1 Investigation of the existing structure For possible - Over 1 9/76" TO 1 13/16" 2 1/2" WASHER REQUIRED ONLY WHEN SPECIFIED. detr meat¢l effects due to the metal bu ld ng addition s not WASHER MAY BE LOCATED UNDER.HEAD within the metal bui ilia manufacturer's sco a of work. [t IS PH'LLIPJ .N Over 1 13/16" TO 2 1/16" 2 3/4" GRIP - - g p e JOHescSa OF BOLT, UNDER NUT, OR AT BOTH AT _ strongly recommended that the original designer or other responsible LOCATIONS OF BOLTS LONciVIL GER THAN 2 3/4" LOCATIONS NOTED ON ERECTION DRAWINGS. professional be retained to analyze the existing structure, N0.2161 " NOTED ON ERECTION DRAWINGS ADD 5/32" FOR EACH WASHER TO • recommending any reinforcement that may be needed. The metal MATERIAL TO DETERMINE GRIP. bui(ding manuFacturer and its certi Fying engineer expressly exclude J Fa,<TE:F)'•,•A- F.T. DENOTES FULLY THREADED the existing structure for any warranty or certiFicntton �i+•ua=u' ',q .whether written, verbal or imp(led. SWB (H.S.) - 0 x m z m { m o m Z O O � 0 O r (n - O { .... O � D CD O r o r z - o_ o m ' a-0 -1 S Z m < - rmn < v A O D .. ... T----- --------=-- -----------�, ----=------ -----T 77 co r N A rn0m N = I • rnmz O] I mz0 I 0 0 zgB . ym0 R c m U V Z 0 C C O o I I I I C �7 . D 0 m (TYP.)OT lO OT lO(TYP.) I n.A .I 1, I I n A z0 I• _ o I. v o v 0 ` ru 11'-10 20'-0 - 6'-8 4 - 101-0 40--0 OUT OUT OF STEEL 10'-01 .. 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HYANNIS, MA. 5 cziv °3� °, o c.+ \\ c'- ^� Drawing Status: Preliminr Cary go 3 P To N N rn u ❑(Not Foonstruction) ®For Construction Permit ❑(Not For Construction) ❑Far Erector Installation NOTE: GIRTS AND/OR WALL PANELS MAY REQUIRE FIELD CUTTING AT. v FRAMED OPENING CLIP TABLE FRAMED OPENINGS, WALK'DOORS, WINDOWS, LOUVERS, OPEN AREAS, AND/OR CONSTRUCTION_(NOT BY MFR.) AREAS. - -- _ - MARK OTY DESCRIPTION HEADER TOP TOP GIRT TO GIRT TO BOTTOM BOTTOM SILL VERT LIFT L JAMB R JAMB L JAMB R JAMB L JAMB R JAMB A 1 8'-0 X 8'-0 SC425 . CL751 CL751 .CL751 CL753 " CL753 N/A N/A B 1 8'-0 X 8'-0 SC425 CL751 CL751 CL751 CL753 CL753 N/A N/A - - - C 1 8--0 X 8'-0 SC425 CL751 CL751 CL751 CL751 CL753 CL753 N/A T-----�-----------� - --- -- --- -- - - --------- - -- —————T o ALL'TIE—IN MATERIALS AND FLASH ARE NOT BYMANUFACTURER- ----------------------------- - r-- ---------------------------- — ------J _ • -. o w _ \\ OPEN TO THE ROOF LINE OF EXISTING - > I `\t 15-8-61302 TO REMAIN.OPEN. EXISTING w -u - u C— �' C /•�a BRgC� Cat STAR JOB NO, w I /`\ EXISTING SHEETING ON STAR JOB STAR JOB N0. NO. 11-8-66880 TO REMAIN. 11-6-66880 a \\ 11-8-66880 I a Q _ --- -- w . — J -- _— -- ------ � �w 4 6'-8 20'-0 11'-10 ,- I _I 8'-0 2'-6 l 8'-0 2"-0 8'-0 -I. 0 3 ® ❑ r ti N } U Z 11'-10 20'-0 6'-8 4 v SAC ANGLES T-8 4'_8.. 7—8 l.J a_a _ ELEVATION "SWB" ca Cb - - caO 'oo ELEVATION "SWD" E Q � v - z a �° z ❑ ❑ o a cd u. S NO SCALE • _ ' - • _..^ _ - �rS.. Drown by KPM 12/13/16 • r ". " v ,Y?� .. Checked by DOE 12/16/16 , Project Engineer: SSY • _ —— —— —— —— —— —— — — —— - Job Number: 1 5-8-61302 o o o 0 0 o Sheet Number: E3 of 5 T i T i I i The engineer whose seal appears hereon is an employee - for the manufacturer for the r - I "' z "I •• materials described herein. Said :• — —� -- - - - -- _- seal or certification is limited ` x ,a to the products designed and manufactured by manufacturer only.The undersigned engineer is _ not the overall engineer of 1 1 I I I I I record for this project. RBR WALL"PANELS i i i - i =� I _ PANEL COVERAGE = 3'-0 1— �6_ I I I I Philli J. Johnson, P.E. DESERT PR AND COLD DESE S1 i MssachusttsP.E. 52151 PANEL PKG. REO'0. = RBS-1 � I I I I I orssna ENSi2A Field,Cut Panel and Trim asre uiredl er Construction Details --} WALL SHEETING ELEVATION "SWD" - - Dec 16,2016 -� • - HOF M; P' f HLLIP J. - NO.5212151 V A-S a NOTE: GIRTS AND/OR,WALL PANELS MAY REQUIRE FIELD CUTTING AT NOTE: FIELD BEVEL CUT WALL PANELS AT ENDWALLS - � FRAMED OPENING CLIP TABLE FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OPEN TO FOLLOW ROOF SLOPE. HOLD }"FROM ROOF TOP TOP GIRT TO GIRT TO BOTTOM BOTTOM VERT LIFT AREAS, AND/OR.CONSTRUCTION (NOT BY MFR.) AREAS. LINE TO TOP.OF WALL PANEL. m MARK QTY DESCRIPTION HEADER L JAMB R JAMB L JAMB R JAMB L JAMB R JAMB SILL JAMBS - - •�, A 1 4'-4 X T-6 N/A CL751 CL751 CL751 CL751 CL753 CL753 N/A N/A - - - - . I .. _ I I 4 I I I I N a 1 _ _ I EXISTING EXISTING , STAR JOB NO. r •1 _ ,. , I. 11-8-66880 2 ..- .. - '- STAR.JOB 80 .. � � 11-8-66880 w W W ` N y, I C ato �C 0 r u, o � o I I I I O r U oci Z a Z � `o LLJZ r ui - } o z Z_ r ELEVATION "EWA" ELEVATION."EWC" zz 0 m — a Z ❑ ❑ " - O Q Zo < o E O O � Scale: NOT ro SCALE CChecked by DOB 12/16/16 • _ .. Project Engineer: SSY •.v,. I -. } a i_ i-ii. ..' - Job Number: 1 5-8-61 302 EXISTING - .' 7 _ EXISTING } ... ,� o o ,� I - Sheet Number. E4 of 5 STAR JOB NO. + - - STAR JOB NO. 11-8-66880 `D ;n _a `� - �_ �' i N 11—B-66880 I - The engineer whose seal I f a a I appears hereon is an employee for the manufacturer for the materials described herein. Said - - I - - - seal or certification is limited .. I ___� ..+ :.: ,.•;+ .t. '. r r___ -� ; ,. ... " ' to the products designed and r r - - i - mnnufartured by manufacturer L _ I not he o-rall undersigned ngneergionfer is record for this project. I i I RBR WALL PANELS I I I I PANEL COVERAGE = 3'-0 I 1 _ COLOR = DESERT SAND I Phillip J. Johnson, P.E. PANEL PKG. REO'D. = RBS-3 i Massachusetts PORST1e215ENSTIA Field Cut.Panel andTrim as I� required per Construction Details RBR WALL PANELS PANEL COVERAGE = 3'-0 - 1 COLOR = DESERT SAND WALL SHEETING ELEVATION "EWA" WALL SHEETING ELEVATION "EWC" PANEL PKG. REQ'D. = RBS-2 _ . Field Cut Panel and Trim as - required per Construction Details .. - .. Dec 16,2016 e a,, JOHNS J SN .. a CIVIL. +� N0.52151 a v O 00 n m n �m nnz uIy �Km vv ca a rn O O> >On 00 MM 00 O D>O 1~n(~n X X X N N A c p M>M O 00 eu w w m0 N W W N M ' - Am C), 00 mm m0 00 z I z z z ZD 00 mz A Fi �. gut mn mA am D zzm m� ym IO II 11 O .. O OR D Dm Ym ,. pmm - z N m o mz N 13'-0 EAVE HEIGHT - Wo m N I \O 3'-2 - 4'-4 2'-6 3-0 ' 1 C1\ m �O _ \O C1 Z m (r _ A J n 1l'-5 Ul x - N m - Z D O 7F'iz-� 0 O. r 14'-4 ` x Nm m> 16'-4 EAVE HEIGHT - 0 m 0 z _ D ZN Dm key r mix.. m M c)z Dr O O C Z UI L---- ------- -- -- - _ - I o m o 0 3 o m 3 51, - - v, m,. ov m Q a m a a •Revision Dote Description By Ck'd 0 '.� mm ? m. n F //��®® P.O.60x 94910 ���°a"�� _ TAM BUILDING SYSTEMS 2 Q V I OKLRHOMR CITY,OK 73143 c -a- ^ 3 z� c ^� 1C p4 Wi�CR'a;y+ (405)636-2010 ° a i i m Oy Customer: Project Name&Location: c � °�� rn-' v 10 "a o' c �°n u, m LOHR REALTY& CONSTRUCTION AIRPORT WAY NOMINEE TRUST V o 2'3 o a m o m ut f a z m u, m m N h SOUTH DENNIS, MA. . HYANNIS, MA. rl j a3.. ^� Wo "� Drawing Status: Preliminary For Construction Permit �c1* /, '•m o �-o N N m W ❑(Not For Construction) ® - \.. nd In mac \ ❑For Approval ❑For Erector/nsta/lotii - - - (Not For Construction)