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156 W DAYTON ST (2)i/ �rAt -� IIII I l�Co 'r1J LMYTt- �-.cSFIRE PREVENTION t t. I INSPECTION REPORT '�'•^' ` Serving Brier, Cuirtuitds, and 1..425 Meridian Ave S SNoiroNlISH CO WA 98208 6AM' ONDs u Mountlake Terrace Everett, ❑BRIER FIRE;- Phone (425) 551-1200 ❑ MOUNTLAKE TERRACE DISTRIUr ` www.FireDistrictl.org Fax (425) 551-1272 • ❑ UNINCORPORATED LOCATION: 156 West Dayton Street 98020 BUSINESS NAME: Harbor Square Tennis/Daycare Bldg MAILING 156 West Dayton Street, Edmonds, WA 98020 ADDRESS: BUSINESSOWNER: —sock- FREQUENCY STATION & SHIFT Annual 17-D SCHEDULED Oct 2016 DATE DUE / 253 UFIR / HOME PHONE: • 4425 - i4�6 PHONE: EMERGENCY-1: HOME PHONE:y_. CURRENT KEY ACCESS 2: HOME PHONE:ZCb- (05'3• t(LIS�O CITY ` YES NO EMAIL: yy���C` PA S A ` L U� BUSINESS _ ❑ ❑ LICENSE PERSON CONTACTED:./ r±'r �C>t/ ` INITIAL INSPECTION DATE NAME OF INSPECTOR: ��.� -✓ —� fL� ` 0 ..Serving Brier, Edmonds, and Mountlake Terrace www.FireDistrictl.org 12425 Meridian Ave S Everett, WA 98208 Phone (425) 551-1200 Fax (425) 551-1272 FIRE PREVENTION INSPECTION REPORT ❑ EDMONDS ❑ BRIER ❑ MOUNTLAKE TERRACE ❑ UNINCORPORATED FREQUENCY STATION 8 SHIFT LOCATION: 156 West Dayton Street 98020 Annual 17-C n BUSINESS NAME: Harbor Square Tennis/Da care Bld q y 9 PHONE: 4257783546 SCHEDULED Oct 2015 1 DATE DUE MAILING UFIR 1 253 ADDRESS: 156 West Dayton Street, Edmonds, WA 98020 BUSINESS OWNER: HOME PHONE: EMERGENCY-1: HOME PHONE: CURRENT KEY ACCESS-2: HOME PHONE: CITY YES NO EMAIL: BUSINESS LICENSE PERSON CONTACTED: . ` X'�uU INITIAL INSPECTION DAT NAME OF INSPECTOR: FIRE SYSTEMS: FE 2/13 Date Last Serviced: 7� / 1 HAZARDS FOUND AND LOCATIONS / COMMUNICATTIIO7NS ? 3 2— 3 _ 5 6 __- 7 b� 5 6 _ 7 . I AGREE TO.CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X 1st RE -INSPECTION DATE DUE: 2nd RE -INSPECTION DATE DUE: PERSON CONTACTED: EXTENSION GRANTEDTO: FINAL RE -INSPECTION DATE DUE: VIOLATIONS CITED: PERSON CONTACTED: PERSON CONTACTED: INSPECTOR: INSPECTOR: INSPECTOR: DATE: - .._TATI CION _ISSUED_'_ NUMBER: 2—W._•— 3 DATE: DATE: VIOLATIONS � 5 _�-•_- . 2 6' 3 7 4 8 VIOLATIONS-— 1 5 PRE-CITATION LETTER SENT_ .-.�.— —_---- a 5 . 2 .�. 6 DATE: —�—� CODE � SECTION: 3 7 RETURN RECEIPT RECEIVED 4 8 DATE: DISPOSITION: 7 LETTER NEEDED ❑ YES ❑ NO LETTER NEEDED ❑ YES ❑ NO 8 SNOB F .D mi Serving Brier, Edmonds, and Mountlake Terrace Twww FireDistrictl. org fr• LOCATION: 156 West Dayton Street 98020 BUSINESS NAME: Harbor Square Tennis/Daycare Bldg 124 25 Meridian Ave S Everett, WA 98208 Phone (425) 551-1200 Fax (4 25) 551-1272 PHONE: 42577 MAILING ADDRESS: 156 West Dayton Street, Edmonds, WA 98020 BUSINESS OWNER: HOME PHONE: FIRE PREVENTION INSPECTION REPORT ❑ EDMONDS ❑ BRIER ❑ MOUNTLAKE TERRACE ❑ UNINCORPORATED FREQUENCY STATION & SHIFT A.nnuai 17-A SCHEDULED 2013 DATE DUE ► UFIR ► 253 -- a EMERGENCY-1: HOME PHONE: 7CURRENTKEY ACCESS-2: HOME PHONE: YES NO EMAIL: INESS LICENSE i PERSON CONTACTED: INITIAL INSPECTION DATE; NAME OF INSPECTOR: FIRE SYSTEMS: FE HAZARDS FOUND AND LOCATIONS / COMMUNICATIONS 1 1 2 2 ' 3 3 I 4 4 5 5 6 6 C� 7 7 1 AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X 1st RE -INSPECTION DATE DUE: 2nd RE -INSPECTION DATE DUE: EXTENSION GRANTEDTO: FINAL RE -INSPECTION DATE DUE: VIOLATIONS CITED: PERSON CONTACTED: PERSON CONTACTED: PERSON CONTACTED: INSPECTOR: INSPECTOR: INSPECTOR: 2 DATE: DATE: DATE: 3 VIOLATIONS 1 5 VIOLATIONS 1 5 PRE -CITATION LETTER SENT CITATION ISSUED NUMBER: 4 2 6 2 6 DATE: CODE SECTION: 5 3 7 3 7 RETURN RECEIPT RECEIVED g 4 6 4 18 DATE: DISPOSITION: 7 LETTER NEEDED ❑ YES ❑ NO LETTER NEEDED ❑ YES ❑ NO g FIRE DEPARTMENT COPY FIRE PREVENTION Serving Brier; Edrnonds 12425 Meridian Ave S INSPECTION REPORT SNOHOMISH CO. �, FIRE Mountlake Terrace,and Everett, WA 98208 ❑ EDMONDS ❑BRIER the Town of Woodway STIR, T Phone (425) 551-1200 ❑ WOODWAY 0 MOUNTLAKE www.FireDistrictl.org Fax (425) SSI -1272 ❑ UNINCORPORAT DACE FREQUENCY STATION & SHIFT LOCATION: 156 W. Dayton Street 365 17 D I BUSINESS NAME: Harbor Square Tennis./Daycare Bldg PHONE: 4257783546 SCHEDULDATE DUE 10101112 MAILING 160 W Dayton St UFIR ► 253 142 1(202 ADDRESS: Edmonds 93026% BUSINESS OWNER: "Tawney, Jack" HOME PHONE: 4257715415 ACTIVE EMERGENCY-1: HOME PHONE: CURRENT KEY ACCESS-2: HOME PHONE: CITY YES NO BUSINESS LICENSE PERSON CONTACTED: INITIAL INSPECTION DATE NAME OF INSPECTOR:��� FIFE FE l_I ,A SYSTEMS: � ANNUAL HAZARDS FOUND AND LOCATIONS / COMMUNICATIONS 1 F--� C,) ( C E: G. T' if ' 2S 2 2 3 3 4 4 4 z 5 5 6 6 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X 1st RE -INSPECTION DATE DUE. 2nd RE -INSPECTION DATE DUE. - EXTENSION GRANTED TO' FINAL RE -INSPECTION DATE DUE: VIOLATIONS CITED: PERSON (� CONTACTED: b 0 PERSON CONTACTED: PERSON CONTACTED: INSPECTOR: V INSPECTOR: INSPECTOR: 2 DATE: �` ` DATE: DATE: VIOLATIONS 1 1✓l( 5 VIOLATIONS 1 5 p PRE -CITATION LETTER SENT CITATION ISSUED NUMBER: 4 2 6 2 6 DATE: CODE SECTION: 5 3 7 3 7 RETURN RECEIPT RECEIVED t a 4 18 ' 4 18 DATE: DISPOSITION: LETTER NEEDED ❑ YES ❑ NO LETTER NEEDED ❑ YES ❑ NO FIRE DEPARTMENT COPY c Edmondsier, Sensing Br SNOHOMISH CO. FIREMountlake Terrace,and DISTR1%4V Twthe Town Woodway FireDiDistrictl. wworg LOCATION: 156 W. Dayton Street 1 J j BUSINESS NAME: Harbor Square TennlslDayCare Bldg MAILING 160 W Dayton St ADDRESS: I Edmonds , BUSINESS OWNER: "Tawney, Jack" EMERGENCY-1: KEY ACCESS-2: r FIRE PREVENTION INSPECTION REPORT ❑ EDMONDS ❑ BRIER ❑ WOODWAY ❑ MOUNTLAKE TERRACE ❑ UNINCORPORATED .A FREQUENCY STATION & SHIFT 365 17 C SCHEDULED DATE DUE 10101/'11 1` UFIR ► 253 142 1(202 98020 aoG S'is 4y4S- HOME PHONE: /1C11VE HOME PHONE: CURRENT HOME PHONE: CITY YES NO BUSINESS LICENSE PERSON CONTACTED: INITIAL INSPECTION DATE NAME OF INSPECTOR: FIRE FE l� SYSTEMS: ANNUAL 124 25 Meridian Ave S Everett, WA 98208 Phone (425) 551-1200 Fax (425) 551-1272 PHONE: 4257783546 HAZARDS FOUND AND LOCATIONS / COMMUNICATIONS y 2 2 3 3 4 4 5 5 6 6 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X 1st RE -INSPECTION DATE DUE: 2nd RE -INSPECTION DATE DUE: EXTENSION GRANTED TO: FINAL RE -INSPECTION DATE DUE: VIOLATIONS CITED: PERSON CONTACTED: PERSON CONTACTED: PERSON CONTACTED: I INSPECTOR: INSPECTOR: INSPECTOR: 2 DATE: DATE: DATE: 3 VIOLATIONS 1 5 VIOLATIONS 1 5 PRE -CITATION LETTER SENT CITATION ISSUED NUMBER: 4 2 6 2 6 DATE: CODE SECTION: 5 3 7 3 7 RETURN RECEIPT RECEIVED 6 4 6 4 6 DATE: DISPOSITION: 7 LETTER NEEDED ❑ YES ❑ NO LETTER NEEDED ❑ YES ❑ NO 8 FIRE DEPARTMENT COPY 1��AM s; , iHOTEL \ \ iEXISTING ATHLETIC CLUB ❑ / \ \ (21 EXIST. TENNIS CENTER 4 I sY % � -_ j .be TEMIS CM DOME \ REST f.XfSNJG Mf�i � •_._ / . SITE PLAN OCT 18 2006 r tie NORTH CITY OF EDMO DS LEGAL DESCRIPTION TINT FMICN CP LOT L SECTION 21NORTH 70004P 21 "ME 6 EAST, 12FL DESOs�D b FCU016 CCT MIC AT TIE NTE76E=kM OF TIE aMTH LDN F M1D SecncN A ITC TIE EbTO6Y TECs1T-OF-wy LM OF THE 9/ILIGTOI K7RTNE101 RALLImAD. T*eCZ ALCM MC EAETEMY RWWT' /T-M-L►E NQ' N M' E *031 FUT, AETIM 1N 1'0000E. 4OWS FEET, THENCE 631'W WV'I , 2MA W FEET, TI94M N161154'!, 70AW FEET, T/ENM 60*42W E, MAP FEET; TIEN2 -421W t 2daM FEET, TOCE NUTNIOSTA TLV FELT TO Tiff ME roma OP GILC/OGI TICNCE WS VIIm/1l IW&M FEET, THBCE NS766b1t, 1Fe�re T'ST, 7IOICE NOV11E67U. 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QConsulting Engineers © 7100 Linden Avenue N, Ste. 1 Seattle, WA 98103 10/ 17/06 WLA 548 Paradise Lane Edmonds, WA 98020 Attn.: Warren LaFon n Ph: (206) 706-9669 Fax: (206) 706-1830 OCT 1-8 2006 BUILDING pp��pARTMEM GTYOFF.DMONQS Re.: Harbor Square Athletic Club Air Inflated Dome, Blower System Review Warren Per your request, we have reviewed the City of Edmonds review comments in a letter_ dated 03 Aug 2006 from Doug Heit to Theresa Umbaugh. The specific item you asked us to review was comment number 8 stating the following: "Provide letter or report from a licensed mechanical engineer to evaluate auxiliary inflation system for conformance with IBC 2003 3102.8. L" As part of my review our firm has done the following: • Visited site and recorded product information on the blowers and generator. • Observed owner's staff member shut off main power to blower system, heard loud alarm signal go off and witnessed immediate start up of back up generator which then energized the existing blower system to maintain bubble pressure at approximately .95" w.c. with no primary power feed. • Reviewed Farley Groups "Air Structure Calculations" dated 9/18/06 for the single purpose of determining what airflow and static pressure requirements they state the bubble requires for proper inflation. Our review did not include any structural review for this project nor did we review the calculations made for determining these airflow rates and pressures. We have assumed that the responsibility for structural calculations has been accomplished by others. • We have Confirmed product information with blower manufacturer to confirm that the existing blowers are capable of operating at the design airflow rates and pressures as determined in the Farley Group Calculations (i.e., 6784 cfm at 1" w.c. and 7191 cfin at 1.13" w.c.) while operating under the rated hp of the motors. We have attached information on these blowers as a reference. Summary As required by 2003 IBC Section 3102.8.1: • The air inflation system is equipped with two blowers, one primary, one auxiliary that are equipped with automatic operating controls that energize the auxiliary blower upon loss of dome pressure. The blower curves themselves are near the A 4 peak of maximum capable static pressure at the fixed operating points so as long as they are initially properly balanced, they should not be able to significantly increase the dome pressure above the normal set point. • The blowers are equipped with 2 hp motors that are rated for continuous duty and the predicted fan operating bhp under all expected flow conditions is less than 2 hp. • The blowers are equipped with inlet screens and belt guards. Note: We recommend that padlocks be added to belt guard access doors in order to protect them from unauthorized access. • Section 3102.8.1.2.3 states that blowers shall be housed within a weather - protecting structure. The generator and control system are enclosed in a weatherproof structure. The blowers are installed outdoors and not within a weatherproofing structure. However, it appears that they are suitable for outdoor installation and have not suffered significant visible degradation caused by being outdoors. • The blowers are provided with a backdraft check system. We were not able to actually see the check system but could indirectly tell that it was there by the fact that there was no significant backflow of air through the no operating blower (with either blower on or off). • The blower inlets were protected with screens and did not appear to be adjacent to any significant source of air contamination. The back up generator exhaust was also not directed near the air intakes. • The standby power system started automatically upon power failure (simulated by opening main disconnect switch) and fired up with a few seconds. The generator is hard piped to the natural gas utility and therefore should be capable of 4 hours of run time as long as gas service is not interrupted. Conclusion: Based on our review as summarized above, it is our opinion that the existing air inflation system conforms with the intent of IBC 2003 3102.8.1. We recommend that the actual airflow rate of the blowers be professionally balanced/set by a 3`d party balancing contractor such as Neudorfer Engineers, Inc (206-621-1810, Seattle) in order to assure correct airflow, system pressure, operating bhp, and stable fan operation. The existing fans are capable of providing the design airflow and pressure as calculated by the Farley Group. However, if the actual airflow required is less than that calculated, the fans could operate in an unstable portion of their fan curve and might be at risk of surging. It is for this reason that the dome air leakage rate may need to be adjusted in the field using the dome relief ports to assure that the fans are operating in a stable range on their fan curve. In addition, the pressure sensing tubing between the dome and the control system needs to be replaced and its routing between the new dome and the control panel properly secured and protected (i.e., it is currently laying on the ground). Please call if you have any questions. Thomas G. Harrylock, PE Enclosure: Blower cut sheets and Air Dome Inflation calculations. Harbor SquareRECINP - JUL July 19, 2006 ev ����aa of p�RTh+�raT C� c;nr . Building Department City of Edmonds 250 5'h Avenue N ' Edmonds, WA 98020 RE: Harbor Square Athletic Club . Warren LaFon, Architect, will submit Building Permit Application to replace the "Bubble" over the tennis courts with the same look and size as existing. Pleased be advised that the Landlord has approved this project and tenant is authorized to proceed'with the application. 1f you have any questions please contact me at 77471511. Sincerely. an C nner uth ized Representative for Harbor Square_ Business Park 120 West Dayton, Suite B-6, Edmonds, Washington 98020 (425) 7744511. 1 Fax37,14518 Seaman Corporadon 1000 Venture Blvd., Wooster, OH 44691 USA PH: 330262-1111 Far 330,263-6950 10 November 2005 VIED FARLEY MANUFACTURING, INC. N U Y 1 6 xQ05 550 IMPERIAL ROAD N. GUELPH, ON N1H 7M3 --------------- CANADA FLAME RESISTANCE CERTIFICATE OF CONFORMANCE PRODUCT: 8028 FRLTC DC6/O/DC6 BWTLE 71 SHIP DATE: November 8, 2005 ORDER #: 116407 P.O. #: 05-MFG-269 RUN #: 165521 This letter is to certify that the material referenced above meets the requirements of the following flame resistance standards: - UL 214 Title 19 California Code of Regulations (CA Fire Marshall Registration No. FA-10301)- - ASTM D6413 (2 second flameout) FTMS 191A Method 5903 (2 second flameout) ANDREW IMKO Manager, echnical Services Seaman Corporation ROLL NUMBERS: 165521002 165521004 165521005 165521006 165521007 165521008 165521020 165521024 165521025* 165521028 165521029 165521031 165521032 165521038 165521039 165521040 CI'b'�' COPY E UVED JUL 1 2 �U{l_ ;%-'G £+EF ARTfr+ENT CF 17 `= r L: 7 1 arbor Square - Inflation and Emergency Standby Capabilities Subject: Harbor Square - Inflation and Emergency Standby Capabilities From: 'Ragen" <ragen@thefarleygroup.com> Date: Wed, 28 Jun 2006 10:22:07 -0400 To: <Warrcnlafon@carthlink.nct> CC: "Jack Tawney" yack iuharburscluar'e.uwn», "Guy Sclwoiunaker" guy(a)iarborsquare.eom> Warren, After reviewing the manufacturer's data and the information provided regarding the horsepower and rpm of the primary fan, the equipment will provide up to 9121 cfm of air. The existing standby system and generator are capable of providing the required inflation air and electrical amperage necessary to support the structure in the event of a power failure or main fan failure. Best regards. Mike Ragen Sr. VR U.S. Sales The Farley Group of 1 6/2812006 3.16 A.k9 Seaman Corporation 1000 Venture Blvd., Wooster, OH 44691 USA PH: 3301262-1111 Fax:3301263-6950 10 November 2005 FARLEY MANUFACTURING, INC. 550 IMPERIAL ROAD N. GUELPH, ON N1H 7M3 CANADA HEC"Ii-I{\VIEID N u ►► 16 2005 --------------- FLAME RESISTANCE CERTIFICATE OF CONFORMANCE PRODUCT: 8028 FRLTC DC6/O/DC6 BWTLE 71 SHIP DATE: November 8, 2005 ORDER #: 116407 P.O. #: 05-MFG-269 RUN #: 165521 This letter is to certify that the material referenced above meets the requirements of the following flame resistance standards: - NFPA 701 - UL 214 - Title 19 California Code of Regulations (CA Fire Marshall Registration No. FA-10301) - ASTM D6413 (2 second flameout) - FTMS 191A Method 5903 (2 second flameout) Seaman Corporation ROLL NUMBERS: 165521002 165521004 165521005 165521006 166521007 165521008 165521024 165521025 165521028 165521029 165521031 165521032 165521039 165521040 165521020 165521038 ARM FIRE, DEI) , ► JUL18 t jJ BUILD114e G-'PARTiMENT G?Y OF ED"K'Nos Harbor Square - Inflation and Emergency Standby Capabilities Subject: Harbur Square - Inflation and Emergency Standby Capabilities From: "Rages" <ragen@thefarleygroup.com> Date: Wed, 28 Jun 2006 10:22:07 -0400 To: <.Warrcnlafon@carthlink.nct> CC: 'Jack Tawney" <jack@harbursquare.com>, "Guy Schooiunaker" <guy(�iiarborsquare.wm> Warren, After reviewing the manufacturers data and the information provided regarding the horsepower and rpm of the primary fan, the equipment will provide up to 9121 cfm of air. The existing standby system and generator are capable of providing the required inflation air and electrical amperage necessary to support the structure in the event of a power failure or main fan failure. Best regards. Mike Ragen Sr. VP, U.S. Sales The Farley Group of 1 6!28/2006 8:06 AM 4 -a Project Description: Harbor Square Athletic Club Project Location: Edmonds, WA Date: May 9, 2006 Air -Supported Structure Geometry Width (VV) : Height (H) : Length (L) : Air Structure Has Round Ends (Default Rectangular Ends): (Y/N] Aspect Ratio = H/W Angle of Fabric Attachment (A): = 2'arct3n(2HNV) Enclosed Angle of Structure Radius of Curvature (R) : = (4HA2 + W62) / (SH) Arc Length of Fabric (AL) : = (2) (pi) (R) (A)/180 = 119 feet 8 inches = 36.424 metres =1 36 feet 0 inches = 10.973 metres = 206 feet I 0 inches = 62.789 metres 0 = 0.3013 = 62.146 degrees = 124.278 degrees = 67 feet 7.25 inches = 20.600 metres = 146 feet 7.25 inches = 44.682 metres Air -Supported Structure Membrane Design Parameters Barrel Outer Fabric Type : = 71" Wide Mehler 7269 31oz Opaque (PVDF) White Fabric Width Used : =1 71 linches = 1.803 metres Fabric Strip Tensile Strength (ASTM D751, Proc. B) : = 550 Ibstin = 6600 Ibs/R Total Fabric Weight: =1 31 oz/sq. yd = 0.2153 Ibs/sf Barrel Weld Width : = 1.5 inches use 1.75 inches = 44.45 mm Barrel Seam Width : = 69.25 inches = 1759 mm End Outer Fabric Type : = 71" Wide Mahler 7269 31oz Opaque (PVDF) White Fabric Width Used : = 71 inches = 1.803 metres Fabric Strip Tensile Strength (ASTM D751, Proc. B) : =r 550 Ibshn = 6600 IbsM Total Fabric Weight: = 31 oz/sq. yd = 0.2153 IbsW End Weld Width : = 1.5 inches use 1.75 inches = 44.45 mm End Seam Width: = 69.25 inches = 1759 mm Inner Liner Fabric Fabric Weight: = 16 oz/sq. yd = 0.1111 Ibstsf End Max H/W Ratio: = 0.4975 Calculated Number of Barrel Ends to Use: = 8.17 HNV Ratio of Calculated Number of Barrel Ends to Use : = 0.4909 Number of Barrel Ends (Rectangular Ended Domes Only) [Leave Blank for Auto]: =© = 8 Resulting Number of Quarter Panels = 7 End'W1dth (Double QP) = 73.33465 feet = 22.352 metres End H/W Ratio = 0.4909 BES Width = 46.167 feet = 14.072 mattes Barrel Length = 132.666 feet = 40.437 metres Number of Barrels = 23 Number of Barrel Field Joints: 1 = 146 feet 7.25 inches = 44.682 metres Number of Longitudinal Field Joints: = 441 feet 1.5 inches = 134.451 metres Calculated Membrane Surface Area: (S A) = 32,712 sf = 3039.1 sm Calculated Air Structure Volume : (VOL) = 694,148 cf = 19656.1 MA Air Structure Calculations for The Farley Group 550 Imperial Road North, Guelph, Ontario, CANADA N1H 7M3 Westfall, John From: Bullis, Ann Sent: Monday, June 19, 2006 1:07 PM To: Westfall, John Subject: FW: Harbor Square Tennis Court Membrane Structure FYI Ann Bullis Assistant Building Official City of Edmonds (425)771-0220 bullis@ci. edmonds. wa. us -----Original Message ----- From: Bullis, Ann Sent: Monday, June 19, 2006 12:58 PM To: 'Warrenlafon@earthlink.net' Subject: Harbor Square Tennis Court Membrane Structure Warren, The "flame resistance certificate of conformance" that you faxed to me on 6/15/06 meets the minimum flame resistance per NFPA 701 as required by IBC 3102.3.1. Please submit and reference this information on the plans with your application. Also, include on the plans to provide verification to the Fire Marshal that the roll number(s) of the material installed are the roll numbers listed on the Certificate of Conformance. Per past discussions, plans must demonstrate compliance with IBC 3102, including but not limited to engineered structural calculations, calculations verifying that the existing mechanical air inflation system -Will support the new membrane structure, standby power, etc. and maintain existing exiting, height, size, emergency lighting, exit signage, etc. Sincerely, Ann Bullis Assistant Building Official City of Edmonds (425)771-0220 bullis@ci.edmonds.wa.us Westfall, John From: Westfall, John Sent: Monday, June 19, 2006 10:45 AM To: Bullis, Ann Subject: Harbor Square Membrane Building 156 W Dayton St Ann: The membrane material meets one of the two optional requirements for flame resistivity by IBC standards, specifically NFPA 701. According to Greg at Seaman Corporation, the top finish is irrelevant as all finishes are tested and meeting (NFPA) standard. Provide means during fire inspection to assure that Roll Numbers listed on Certificate of Conformance are those rolls used for installation. - - Thanks, John Westfall, John From: Bullis, Ann Sent: Monday, June 19, 2006 10:17 AM To: Westfall, John Subject: RE: Bubble building See below -- thanks for your help Ann Bullis Assistant Building Official City of Edmonds (425)771-0220 buNs@ci.edmonds.wa.us -----Original Message ----- From: Westfall, John Sent: Monday, June 19, 2006 10:11 AM To: Bullis, Ann Subject: Bubble building The address is 156 W. Dayton? That's what our records show for this structure. I will have the coordinator verify when he submits. Per Chapter 31definitions- Is this air -inflated or air supported (single/double skin)? Air supported, but don't know yet if the new one will be single or double skin. Type IIB or mixed; ? VB Do they have/are they proposing 1) auxiliary inflation system and 2) standby power? Warren said the existing air inflation system and standby power are to remain. I told him he will have to provide calcs to show that the existing mechanical (air inflation system) will support the new membrane structure. Thank you, John �" r Shelter -Rite Product Features Page 1 of 1 ❑ 1 ❑ 1 ❑ 1 ❑ 1 ■ 1 ❑ 1 ❑ 1 ❑ 1 ❑ ARCHITECTURAL FABRIC STYLES 8028 AND 9032 Light Transmission, Cleanability and Useable Life Chart TOP TS-103 TS-1161117 BRITE WHITE MILKY WHITE OPAQUE WHITE AND FINISH DULL ACRYLIC ACRYLIC/URETHANE TEDLAR® TEDLAR® TEDLAR® COLORS COLORS Light I Clean- Useable Light Clean- Useable Light Clean- Useable Light Clean- Useable Light Clean- Useable Trans. ability Life Trans. bility Life Trans. bility Life Trans. bility Life Trans.1 bility I Life DC184 Translucent NOT RECOMMENDED NOT RECOMMENDED 13% Best Better 23% Best Better NOT RECOMMENDED DC137 Trans -White 10% Fair Good 10% Good Good 5% Best Better 10% 1 Best 1 Better NOT RECOMMENDED DC6 White 5% Fair Better 5% Good Better 3% Best Best NOT RECOMMENDED NOT RECOMMENDED DC6/O P/W White/OP/White 0% Fair Better 0% Good Better 0% Best Best NOT RECOMMENDED 0% Best Best Colors or Color/OPM/hite Depends on color Fair Good Depends on color Good Good NOT RECOMMENDED NOT RECOMMENDED NOT RECOMMENDED The percent light transmission is measured using a MacBeth Colorimeter and is an approximate light transmission in the 500 nm to 700 nm visible light range. home I the seaman difference I p0ing shelter -rite to work I product data sheets product features I samples & info I featured application I links I legal info I www.seamancorp.com Seaman Corporation / 1000 Venture Boulevard I Wooster, Ohio 44691 / /// Phone 800-927-8578 1 330-262-1111 1 Fax 330-7 50 /' Q (e--6 C' http://www.architecturalfabrics.com/chart.html 6/19/2006 Architectural Fabrics MSDS - Shelter -Rite Page 1 of 2 ❑ 1 ❑ 1 ❑ 1 ■ 1 ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ fikhc(rf._2 911ir1 ,.i to -Z.`.J :l-ev`: t^31,res R, tr,iu !i��a-on hYnw 02'.1 ,'. Material Safety Data Sheet RODUCT 8� COMPANY INFORMATION RCHITECTURAL FABRIC: 8028, 8128, 8218, 8424, 9032, 9319 F PVC COATED FABRIC EMERGENCY PHONE NUMBERS: SEAMAN CORPORATION DAY: 330-262-1111 1000 Venture. Blvd. NIGHT CHEMTREC : 800424-9300 Wooster, OH 44691 USA INFORMATION: 330-262-1111 SECTION 2. INGREDIENTS Component VLV Units POLYESTER FABRIC IN.A. PROPRIETARY COMPOUND CONTAINING PVC, PHTHALATE PLASTICIZERS, STABILIZERS, PIGMENTS, ESO, FLAME RETARDANTS, LUBRICANTS, CaCO3 N.A. (TRADE SECRET PER CFR 1910.1200 i OP FINISH ACRYLIC PVC POLYURETHANE RESINS EDLAR r PVF FILM SECTION 3. PHYSICAL DATA Boiling Point: N.A. Specific Gravity: 2-1.3 a or Pressure: N.A. /o Volatile ol.: 0.2% apor Density: N.A. olor and Odor: inyl dor Iheet olubility in Water: Insoluble Physical State: olid SECTION 4. FIRE AND EXPLOSION HAZARD DATA Flash Point: IFlarnmable Limits: N.A. EXTINGUISHING MEDIA: Water fog, foam or dry chemical; CO2 may not have enough cooling to prevent re -ignition. FIRE PROTECTIVE EQUIPMENT: Positive pressure self-contained breathing apparatus and full protective lothing to fight fires. UNUSUAL FIRE AND EXPLOSION HAZARDS: None Known SECTION 5. REACTIVITY DATA STABILITY - CONDITIONS TO AVOID: Combustible if exposed to flame INCOMPATIBILITY - MATERIALS TO AVOID: one HAZARDOUS DECOMPOSITION PRODUCTS: 0, CO2, HCI, Trace Aromatics HAZARDOUS POLYMERIZATION: ill Not Occur SECTION 6. HEALTH HAZARD DATA CUTE TOXICITY Oral Ingestion: Not normally a route of exposure Eye Contact: Eye irritation is possible due to processing vapors when film is heated sufficiently to cause ass melting of the polymer, such as during heat welding. Skin Contact: kin irritation is possible due to processing vapors when film is heated sufficiently to cause ass melting of the polymer, such as during heat welding. Inhalation: Respiratory irritation is possible due to processing vapors when film is heated sufficiently to use mass melting of the polymer, such as during heat welding. First Aid Procedures: ash thoroughly with soap and water. Remove to fresh air if respiratory irritation occurs. If irritation persists, calla physician. Chronic Toxicity: No chronic effects due to exposure are known. SECTION 7. SPILL OR LEAK PROCEDURES teps To Be Taken In Case f Spill: Dispose in approved landfill http://www.architecturalfabrics.com/arch_msds.html 6/19/2006 Architectural Fabrics MSDS - Shelter -Rite Page 2 of 2 Disposal Method: Bury or incinerate in accordance with Federal, State and Local Codes. Not defined as hazardous by current provisions of RCRA SECTION 8. SPECIAL PROTECTION INFORMATION Ventilation: Local exhaust, especially if irritation occurs Respiration Protection: Not normally necessary Protective Clothing: Wear gloves when handling hot material Eye Protection: Not normally necessary Other Protective Equipment: Not normally necessary SECTION 9. SPECIAL PRECAUTIONS OR OTHER COMMENTS Precautions To Be Taken In Handling and Storage: operations such as heat welding or thermoforming involving heat sufficient cause melting of the polymer, irritating fumes may be evolved. Adequate ntilation should be provided. [-void Other Precautions: inhalation of processing fumes THE INFORMATION HEREIN IS GIVEN IN GOOD FAITH BUT NO WARRANTY EXPRESS OR IMPLIED IS MADE home I the seaman difference I putting shelter -rite to work I product data sheets product features I samples & info I featured application I links I legal info I www.seamancorp.com Seaman Corporation 1000 Venture Boulevard I Wooster, Ohio 44691 Phone 800-927-8578 1 330-262-1111 1 Fax 330-263-6950 http://www.architecturalfabrics.com/arch—msds.html 6/19/2006 Architectural Fabrics Product Data Sheet - 8028 - Shelter -Rite Pagel of 3 ❑ 1 ❑ 1 ❑ 1 ■ 1 ❑ 1 ❑ 1 ❑ 1 ❑ 1 ❑ h' "e :he eeam,itt v'—ni ! r!3I.:Ct 'i'anap la3 i ventured :'3rpi r3t4 -: "tlf icfcRte ihel::. '.t.:-s:��.. f;; Y.•, f=�.1+trs °, tJ1eU rpl P�,::.�11 Ct_Ctic C HIGH PERFORMANCE 8028 ARCHITECTURAL FABRIC View MSDS 8028 ARCHIFECTURAI FABRIC �� STANDARD �� METRIC Base Fabric Type Polyester Polyester Base Fabric Weight (nominal) 7.5 oz/yd2 254 g/m2' Finished Coated Weight 28 oz/yd2 950 g/m2 ASTM D751 +2/-1 o2/yd2 +70/-35 g/m2 Tongue Tear 8"x10" sample @ 12 20.3 cm x 25.4 cm ASTM D751 in/min. sample @ 30.5 cm/min. 275/275 Ibf 1223/1223 N Trapezoid Tear 85/85 Ibf 378/378 N ASTM D4533 Grab Tensile 700/700 Ibf 3115/3115 N ASTM D751 Strip Tensile 515/515 Ibf/in 458/458 daN/5 cm ASTM D751 Procedure B Adhesion 10 Ibf/in 9 daN/5 cm ASTM D751 Dielectric Weld Hydrostatic Resistance 500 psi 3.45 MPa ASTM D751 Procedure A Dead Load 2 in seam, 4 hr, 1 in strip 5 cm seam, 4 hr, 2.5 cm MIL-T-52983E (modified) 266 Ibf @ room temp. strip Para.4.5.2.19 133 Ibf @ 160° F 1183 N @ room temp. 591 N@71°C Low Temperature ASTM D2136 LTC Pass -40' F Pass -400 C 1/8" mandrel, 4 hr LTA Pass -670 F Pass -550 C Flame Resistance Meets California fire marshal requirements, UL214, NFPA 701, and FTMS 191 method 5903 - 2 second flameout ASTM E84 - flame spread index <25, smoke development rating <450 BIAXIAL STRETCH TEST http://www.architecturalfabrics.com/8028.html 6/19/2006 Architectural Fabrics Product Data Sheet - 8028 - Shelter -Rite WARP AND FILL LOADER AT 1.1 RATIO 8, Ito 7.0o U0 5.00 400 ae _ 3.00 2,00 1,00 0.00 FILL s.ne .. . 2.24 2.T!- sae .. _ _.._.. _....WARP. .... asa 0 1a 30 4R f70 75 �C WARP AND FILL LOADED AT 1.2 RA110 8.00 U0 FILL 500 v, 4,.00 3-00 2.00 ... . 0.00 �1 15 WARP AND FILL LOADED AT 2:1 RATIO 8M 7.00 s.00 &00 4,00 3.00 2.no 1M (MM LOAD, Ibith LOAD, Win We believe this information is the best currently available on the subject. We offer it as a suggestion in any appropriate experimentation you may care to undertake. It is subject to revision as additional knowledge and experience are gained. We make no guarantee of the results and assume no obligation or liability whatsoever in connection with this information. In case of conflict between standard and metric specifications, standard shall apply. 9032 1 8028 1 8424 1 9319 1 8616 8620 http://www.architecturalfabrics.com/8028.html Page 2 of 3 6/19/2006 CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL 3101.1 Scope. The provisions of this chapter shall govern spe- cial building construction including membrane structures, tem- porary structures, pedestrian walkways and tunnels, awnings and canopies, marquees, signs, and towers and antennas. SECTION,3102 __� -ME,YMBRANE STRUCTURES 3102.1 General. The provisions of this section shall apply to air -supported, air -inflated, membrane -covered cable and mem- brane -covered frame structures, collectively known as mem- brane structures, erected for a period of 180 days or longer. Those erected for a shorter period of time shall comply with the International Fire Code. Membrane structures covering water storage facilities, water clarifiers, water treatment plants, sew- age treatment plants, greenhouses and similar facilities not used for human occupancy, are required to meet only the re- quirements of Sections 3102.3.1 and 3102.7. 3102.2 Definitions. The following words and terms shall, for the purposes of this section and as used elsewhere in this code, have the meanings shown herein: AIR -INFLATED STRUCTURE. A building where the shape of the structure is maintained by air pressurization of cells or tubes to form a barrel vault over the usable area. Occupants of such a structure do not occupy the pressurized area used to sup- port the structure. C; ?)S JPPURTED STRUCTURE _A juilding wherein. the shape df"the structure is attained by air pressure and occupants of the structure are within the elevated pressure area. Air -sup- ported structures are of two basic types: Double skin. Similar to a single skin, but with an attached liner that is separated from the outer skin and provides an airspace which serves for insulation, acoustic, aesthetic or similar purposes. Single skin. Where there is only the single outer skin and the air pressure is directly against that skin. CABLE -RESTRAINED, AIR -SUPPORTED STRUC- TURE. A structure in which the uplift is resisted by cables or webbings which are anchored to either foundations or dead men. Reinforcing cable or webbing is attached by various methods to the membrane or is an integral part of the mem- brane. This is not a cable -supported structure. MEMBRANE -COVERED CABLE STRUCTURE. A nonpressurized structure in which a mast and cable system pro- vides support and tension to the membrane weather barrier and the membrane imparts stability to the structure. MEMBRANE -COVERED FRAME STRUCTURE. A nonpressurized building wherein the structure is composed of a rigid framework to support a tensioned membrane which pro- vides the weather barrier. NONCOMBUSTIBLE MEMBRANE STRUCTURE. A membrane structure in which the membrane and all component parts of the structure are noncombustible. 3102.3 Type of construction. Noncombustible membrane structures shall be classified as Type IIB construction. Noncombustible frame or cable -supported structures covered by an approved membrane in accordance with Section 3102.3.1 shall be classified as Type IIB construction. Heavy timber frame -supported structures covered by an approved membrane in accordance with Section 3102.3.1 shall be classi fied as Type IV construction Othermembrane structures sh I . Exception: ified as Type V construction.,Plastic less than 30 feet (9144 mm) above any floor used in greenhouses, where occupancy by the general public is not authorized, and for aquaculture pond covers, is not required to be flame resistant. 3102-3:1-Membrane and-interior-liner-material-Mem- Granes<and em riem rior lihers shall be either noncombustible�as set forth., Section 7,03,4 or'flame resistant,as.determined �in accordance_with-NFPA_70.1-and-the-manufacturers test protocol. ,� Exception: Plastic less than 20 mil (500 mm) in thick- ness used in greenhouses, where occupancy by the gen- eral public is not authorized, and for aquaculture pond covers, is not required to be flame resistant. 3102.4 Allowable floor areas. The area of a membrane struc- ture shall not exceed the limitations set forth in Table 503, ex- cept as provided in Section 506. 3102.5 Maximum height. Membrane structures shall not ex- ceed one story nor shall such structures exceed the height limi- tations in feet set forth in Table 503. Exception: Noncombustible membrane structures serving as roofs only. 3102.6 Mixed construction. Membrane structures shall be permitted to be utilized as specified in this section as a portion of buildings of other types of construction. Height and area lim- its shall be as specified -for the type of construction and occu- pancy of the building. 3102.6.1 Noncombustible membrane. A noncombustible membrane shall be permitted for use as the roof or as a sky- light of any building or atrium of a building of any type of construction provided it is at least 20 feet (6096 mm) above any floor, balcony or gallery. 3102.6.1.1 Flame -resistant membrane. A flame -resis- tant membrane shall be permitted to be used as the roof or as a skylight on buildings of Type IIB, III, IV and V con- struction provided it is at least 20 feet (6096 mm) above any floor, balcony or gallery. 2003 INTERNATIONAL BUILDING CODE® 555 SPECIAL CONSTRUCTION 3102.7 Engineering design. The structure shall be designed and constructed to sustain dead loads; loads due to tension or inflation; live loads including wind, snow or flood and seismic loads and in accordance with Chapter 16. E31IO2 8 hnflatrbn sygtems Air -supported and air -inflated structures-shall-6e provided -with primary and auxiliary infla- tion systems to meet the minimum requirements of Sections 3102.8.1 through 3102.8.3. 3102.8.1 Equipment requirements. This inflation system shall consist of one or more blowers and shall include provi- sions for automatic control to maintain the required infla- tion pressures. The system shall be so designed as to prevent overpressurization of the system. 3102.8.1.1 Auxiliary inflation system. In addition to the primary inflation system, in buildings exceeding 1,500 square feet (140 m2) in area, an auxiliary inflation system shall be provided with sufficient capacity to maintain the inflation of the structure in case of primary system fail- ure. The auxiliary inflation system shall operate auto- matically when there is a loss of internal pressure and when the primary blower system becomes inoperative. 3102.8.1.2 Blower equipment. Blower equipment shall meet the following requirements: 1. Blowers shall be powered by continuous -rated motors at the maximum power required for any flow condition as required by the structural design. Z. Blowers shall be provided with inlet screens, belt guards and other protective devices as required by the building official to provide protection from in - Jury. 3. Blowers shall be housed within a weather -protect- ing structure. 4. Blowers shall be equipped with backdraft check dampers to minimize air loss when inoperative. 5. Blower inlets shall be located to provide protection from air contamination. The location of inlets shall be approved. 3102.8.2 Standby power. Wherever an auxiliary inflation. system is required, an approved standby power -generating system shall be provided. The system shall be equipped with a suitable means for automatically starting the generator set. upon failure of the normal electrical service and for auto- matic transfer and operation of all of the required electrical functions at full power within 60 seconds of such service failure. Standby power shall be capable of operating inde- pendently for a minimum of 4 hours. 3102.8.3 Support provisions. A system capable of sup- porting the membrane in the event of deflation shall be pro- vided for in air -supported and air -inflated structures having an occupant load of more than 50 or where covering a swim- ming pool regardless of occupant load. The support system shall be capable of maintaining membrane structures used as a roof for Type I construction not less than 20 feet (6096 mm) above floor or seating areas. The support system shall be capable of maintaining other membranes at least 7 feet (2134 mm) above the floor, seating area or surface of the wa- ter. SECTION 3103 TEMPORARY STRUCTURES 3103.1 General. The provisions of this section shall apply to structures erected for a period of less than 180 days. Tents and other membrane structures erected for a period of less than 180 days shall comply with the International Fire Code. Those erected for a longer period of time shall comply with applicable sections of this code. Exception: Provisions of the International Fire Code shall apply to tents and membrane structures erected for a period of less than 180 days. 3103.1.1 Permit required. Temporary structures that cover an area in excess of 120 square feet (11.16 m'-), including connecting areas or spaces with a common means of egress or entrance which are used or intended to be used for the gathering together of 10 or more persons, shall not be erected, operated or maintained for any purpose without ob- taining a permit from the building official. 3103.2 Construction documents. A permit application and construction documents shall be submitted for each installation of a temporary structure. The construction documents shall in- clude a site plan indicating the location of the temporary struc- ture and information delineating the means of egress and the occupant load. 3103.3 Location. Temporary structures shall be located in ac- cordance with the requirements of Table 602 based on the fire -resistance rating of the exterior walls for the proposed type of construction. 3103.4 Means of egress. Temporary structures shall conform to the means of egress requirements of Chapter 10 and shall have a maximum exit access travel distance of 100 feet (30 480 mm). SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS 3104.1 General. This section shall apply to connections be- tween buildings such as pedestrian walkways or tunnels, lo- cated at, above or below grade level, that are used as a means of travel by persons. The pedestrian walkway shall not contribute to the building area or the number of stories or height of con- nected buildings. 3104.2 Separate structures. Connected buildings shall be considered to be separate structures. Exceptions: 1. Buildings on the same lot in accordance with Section 503.1.3. 2. For purposes of calculating the number of Type B units required by Chapter 11, structurally connected buildings and buildings with multiple wings shall be considered one structure. 3104.3 Construction. The pedestrian walkway shall be of noncombustible construction. Exception: Combustible construction shall be permitted where connected buildings are of combustible construction. 556 2003 INTERNATIONAL BUILDING CODE® FIRE -RESISTANCE -RATED CONSTRUCTION 4. Engineering analysis based on a comparison of building element designs having fire -resistance ratings as deter- mined by the test procedures set forth in ASTM E 119. 5. Alternative protection methods as allowed by Section 104.11. 703 4;Noneompust�bility, tests. < e tests Indic—ated"ip Sections 7Q3 4 1 and 703"4:2 shall serve_as_criteria for"acceptance of bui°ldi.ng matenalsi as set forth in Sections 602.2,_602,3 arsd 602.4 in Type=T; II; III -and -IV -construction: -The term noncombustible' -does -not apply to the flame spread:charac- teristics of interior_finish or.trim-materials. A-material-sh�a11 not be classified-as-a-noncombustilil'e building construction mate "al if;it-is_subject=to=an=increase in combustibility =or flame pread,beyond the.limitations-herein:established-through-the efl ects of age, moisture ure or other atmospheric conditions. -03.4:1-Elementary-materials: 'Materials -required --to be noncombustible -shall -be -tested -in -accordance -with ASTM E 136. 703.4.2-C-omposite materials: Materials having a struciural base -of -in accor- dancewith Section 703.4..1 with-a_surfacing_not more than 0.125 inch-(-3 18-mm)-thick-thathas a flame spread -index not greater_than_50_when-tested=in accordance=withAST1V1_E_84 shall be acceptable_as-noncombustiblematerials . 1 SECTION 704 EXTERIOR WALLS 704.1 General. Exterior walls shall be fire -resistance rated and have opening protection as required by this section. 704.2 Projections. Cornices, eave overhangs, exterior balco- nies and similar architectural appendages extending beyond the floor area shall conform to the requirements of this section and Section 1406. Exterior egress balconies and exterior exit stair- ways shall also comply with Sections 1013.5 and 1022.1. Pro- jections shall not extend beyond the distance determined by the following two methods, whichever results in the lesser projec- tion: - 1. A point one-third the distance to the lot line from an as- sumed vertical plane located where protected openings are required in accordance with Section 704.8. 2. More than 12 inches (305 mm) into areas where openings are prohibited. 704.2.1 Type I and II construction. Projections from walls of Type I or 11 construction shall be of noncombustible mate- rials or combustible materials as allowed by Sections 1406.3 and 1406.4. 704.2.2 Type III, IV or V construction. Projections from walls of Type III, IV or V construction shall -be of any ap- proved material. 704.2.3 Combustible projections. Combustible projec- tions located where openings are not permitted or where protection of openings is required shall be of at least 1-hour fire -resistance -rated construction, Type IV construction or as required by Section 1406.3. Exception: Type V construction shall be allowed for R-3 occu- pancies, as applicable in Section 101.2. 704.3 Buildings on the same lot. For the purposes of deter- mining the required wall and opening protection and roof -cov- ering requirements, buildings on the same lot shall be assumed to have an imaginary line between them. Where a new building is to be erected on the same lot as an ex- isting building, the location of the assumed imaginary line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria as set forth in Sections 704.5 and 704.8. Exception: Two or more buildings on the same lot shall ei- ther be regulated as separate buildings or shall be considered as portions of one building if the aggregate area of such buildings is within the limits specified in Chapter 5 for a sin- gle building. Where the buildings contain different occu- pancy groups or are of different types of construction, the area shall be that allowed for the most restrictive occupancy or construction. 704.4 Materials. Exterior walls shall be of materials permitted by the building type of construction. 704.5 Fire -resistance ratings. Exterior walls shall be fire -re- sistance rated in accordance with Tables 601 and 602. The fire -resistance rating of exterior walls with a fire separation dis- tance of greater than 5 feet (1524 mm) shall be rated for expo- sure to fire from the inside. The fire -resistance rating of exterior walls with a fire separation distance of 5 feet (1524 mm) or less shall be rated for exposure to fire from both sides. 704.6 Structural stability. The wall shall extend to the height required by Section 704.11 and shall have sufficient structural stability such that it will remain in place for the duration of time indicated by the required fire -resistance rating. 704.7 Unexposed surface temperature. Where protected openings are not limited by Section 704.8, the limitation on the rise of temperature on the unexposed surface of exterior walls as required by ASTM E 119 shall not apply. Where protected openings are limited by Section 704.8, the limitation on the rise of temperature on the unexposed surface of exterior walls as re- quired by ASTM E 119 shall not apply provided that a correc- tion is made for radiation from the unexposed exterior wall surface in accordance with the following formula: A, = A + (A f x FJ (Equation 7-1) where: AQ = Equivalent area of protected openings. A = Actual area of protected openings. A f = Area of exterior wall surface in the story under consid- eration exclusive of openings, on which the tempera- ture limitations of ASTM E 119 for walls are exceeded. Feo = An "equivalent opening factor" derived from Figure 704.7 based on the average temperature of the unex- posed wall surface and the fire -resistance rating of the wall. 2003 INTERNATIONAL BUILDING CODE® 87 06/15/2006 11:19 7740560 wAKKLN LA f-UN rHu� uc %1 aI1 w COfpOfadw 1000 Venture Blvd., Wooster, OH 44891 USA PH: 330482-1111 Fax:33020-8950 10 November 2005 lid IL ; iEIIV/E FARLEY MANUFACTURING, INC. IV U Y 1 6 2005 550 IMPERIAL ROAD N. GUELPH, ON N1H 7M3 --------------- CANADA FLAME RESISTANCE CERTIFI,C&TE QF CONFORMANCE PRODUCT: 6028 FRLTC DC6/0/DC6 BWTLE 71 SHIP DATE: November 8, 2005 ORDER M 116407 P.O. * 05-MFG-269 RUNS: 165521 This letter Is to certify that the material referenced above meets the requirements of the following flame resistance standards: NFPA 701 UL 214 Tine 19 Califomia Code of Regulations (CA Fire Marshall Registration No. FA-10301) ASTM D0413 (2 second flameout) FTMS 191A Method 5903 (2 second flameout) ANDREW 0AIMKO Manager. T6&nlcal Services Seaman Corporation ROLL NUMBERS: 185521DD2 185521004 165521006 185521006 165521007 165511008 165521020 166521024 165521025 165521028 165521029 165521031 165521032 165521038 ISM21039 165521040 COPY 06/15/2006 11:19 7740580 WARREN LA FUN rHu� ul 5" PARADISE LANE, EDMOMDS, WASH 425-774-0560 Tee ANN BULUS From: WARREN LA FON Pauc 425-771-Ml Pogue 1 Pleon■e Dutoa 6/15/2006 Ilea HSAC BUBBLE CC: ❑ ueofto X For Re 018w X PkN ee Coeeeee - ❑ Mass Reny ❑ PUmme Roe yd9 • Geeneweiwteo ANN, HERE IS THE INFORMATION SENT TO ME BY THE "BUBBLE' INSTALLER. PLEASE REVIEW & SEE IF THIS IS WHAT YOU NEED TO KNOW TO APPROVE THIS MATERIAL. WARR N LA FON ..may raw � 1i DA Zone C/F S.E. 1/4 SEC.23 T.27N., R. 3 E.W.M. 202 PUGET SOUND 426 CIAr ° • e+ 4, • is 423 s \ ,%� 1 uNcRtJ,tr�R r°� yp J li �Ve 4wRK �o� ,{ 500 4�_ J04 20Q 100 0 • 5°0 rn,a,grcq � �o `� � � yJO� � ,��3 � �i SCALE W FtlT ♦J �� `ry �t I t Ar H /19 O y 9a v % • / , Q' ?/L P p_ %sowr. PER d Fo` O �,It► ,� g"� MAr +! 0 MAIN + ti La cwr r++n 6ANK �� LESLIE EDMONDS 1 rot M 7 • ` �� ., _ 127. cE i I- . > /9i ; M6 130 ISO. Iq 140 DAY TDoN ST. DAYTON 'r YTOA rc go -ON" _ LpQ oc0 190 ~ 1/0 MARLM•iLA M ^' LO7 209~ s W TONN INAWWrr •loot/ fN Ce O`3 Herr/I L 2/0 ZIS299 220 22/ MAN s I/Illsiw N " t=' lb�q s ss t MAPLE liV/Ift w �f Z flrtm c. N= Q 121 no too 0? LDER SIT 042 s • (1 S~r 714 47 ?I(1 IFnr*a 1 1 �i �wv 20 j0 JEi a.w Ise Q = 3t7 w Si it r Sul 113401LOfA 1 C— If4 32S fTw a arf I � Ifs 2i7 40S •a � I to w�aoulf 7J1 "" _m 7/ ,LO 4T7 �� 1ST fL jEA,)A)j asrrK s4i , r• 424 J� bw1ow all-'� y ro+cts �y/�G/ i 4o4 402 ALNUT Sr MARSN `� •v� I`y j OJ b -� m ay 4N i2 to 09 16" 04 t� 512 Mfrv& 420 ,� 4U 514 sit �. fig N[ DN E-oMOAPT. IAAK .§py V161� Sao I low 7 �, 0,I Sv 55 �- 4s• tsL 430 viw 401,SSO PF:o:IIs a y �Q)C)(I(,o A N � PIE -Y, o$q'S � (p o w C)4�� ro-), S i f�w'^n'th ww �1`d�n2o T Pw-`-I I J0-&4 kLo., t.` L CA�� G, 2oc� SqZ oSH� Zo(o �43979`� r ('6 890 19y CITY OF EDMONDS 250 - 5TH AVE. N.. EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works . Planning . Parks and Recreation • Engineering October 2, 1992 Warren LaFon 123 4th Avenue N. . Edmonds, WA 98020 RE: HARBOR SQUARE TENNIS COURT AND FACILITIES BUILDING I have discussed this project with the City Fire Marshall and the following determinations have been made. The verbal agreement you had with the previous Building Official, Dick Mumma, regarding the building classification, type of construction, occupancy designation, occupant load and allowable area shall be honored. LAURA M. HALL MAYOR The building is hereby classed as V-N, B2 with a maximum occupant load of 24. Although the allowable area for a V-N is slightly over what is permitted by code, we will uphold the determination of the past City representative,.that it will not create a hazard to life safety. A two hour wall is required between the court and tennis facility, and the revolving door must be a 1 1/2 fire rated door. All openings in this wall shall be protected by fire assemblies having a 1 1/2 fire protection rating. The total of all openings shall not exceed 25 % of the length of the wall. The Fire Marshall noted to me that in preliminary discussions with City officials it was indicated to you that if the City made the previous concessions the membrane material would need to be flame resistant, (as opposed to non-combustible) with appropriate flame spread and smoke develop ratings and the dome support would have to be justified. The membrane material specifications that you have submitted cannot be approved under Appendix 5502A Exception, because of this original agreement. Also, the light standards need engineering to verify the integrity to support the membrane materials in the event of collapse. If you are unable to produce this information to the satisfaction of the City, the permit will have to be denied. PC01 IV-'e& ►WES1,A1 4u-J,. a Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan Mr. Warren LaFon October 2, 1992 Page Two Please be advised, denial of permit issuance grants you the opportunity to request a Board of Appeals meeting to render a final decision. If you have any questions call the Building Department at 771-0220. Thank you, Jeannine L. Graf Acting Building Official cc: Fire Marshall s ;-� PERMIT COUNTER I�1 _ A �`�-'mot? E1lrxt+�i � c r:� � 1 i ti. A 'W, tv'Y J" I Pxxt-) 716/5421--5ffU FAY, 7115/54.2-5,L7 D A e � l G,_7- ebb �J FAX Numbe�tC)(; — � _�� v Time Sent . m1^i;ti'r of pagesn ,Lur3�rcr tl�ir �ti��ct..„ ROM; -- If- you have any QLle$i io'ne oL any- wit:h this L'zar,srni5Sion, c-leasecontact et:e stndec dt: '7 t-,/ ;� -5868, L i!}t 716/5,42 545; . `3 DURA-THERNI"m 748%r-­,,­-­­l MA, PAMIT CLINTER 190 NCATH MAXAONLI S'PEET �:1AVENN/,, OH13 4-266 rO U IN P R i N: J14,6 r hV:il I 1, Is rmide from99v^ PUre luminurn .(non-magne tic' bonkledto dspy3formulated plastic air bubbia. The air bubbles provide a' dead air"!nsulative space hetween the refflectivo T' 't I - SUrfaCeS. 1`113 UnIqUe COMMW011011 ;WOWS Mlri-Therm to return opproximately 0VAd of the radiant heat in the direction of the heat source, P TYPICAL PHYSICAL PROPEP T IES: V't `• �, ..r'. tee` 4 It Weigh! (504 1 oz,/Sq. yd. i 10%) Thickniess (5030.2) KfMme'ters 21-25 r 4 -aWre 'range to ijie go -65 T i: :1 T e; Flarne TResistance (5903.2) , After ciiame (seconds) Warp 5 Fill 5 Char Length (inches) Wafp 3 Fill Ljv, Dimensional Slabilj!y (6 HRS (D- 176 Warp .5 Fill .5 Pdnclura Resistance (2031) Warp 601 Fill 80 Tensile (Gfab-5`100) Lbs, Warp 75 FJII 65 Tear (Tr< pe Lbs. Warp 15 Fill. 5 J7 'No FLAME FIESISTANCE: 7418`:mianufactured In conforiviance with requiru- he. mrienfs 0,1 1,he Callfomia State Fii-e MarshFfl. Dura-Therm 7485AS fested In Duracc-)Ie (""orporation's Testing Laboratory as specified In Federal Tp�-,t Mothod Standard 191. DUNI'00te Corporation's Testing Laboratory Is flsUtd as Qualiflld Laboratory (GILL-63'60) by the Defense Personnel Support Centel,, U.S. Department of Defense. SSTANDARI-) ROLL WIDTH AND LENGTH K-1 M".."ST il rf 1-1 fa 8 in.): 4Ei i ri R(S. 1, A... 1, 100 M.- S 0 P :.'00 D 0 w N KIRIZONTAL is 9.2 :� ITS<��. h+�?�'`zF:,..as I "i a .066 .109 ': f'4 I .066 .109 wl - V,)i� ,g , ); . — c., r .066 .109 Definitions on reverse DURACOTE CORPORATION, 350 North DIBITOMIS trOet, P.O. Box 512, Ravelnna, Ohio 44266-05"! 2 Telex 98-6452 216-296-9600 8001-321-2252 (Ohio 800-362-0588) tm Trademark E 6 M 1Zy���I N I TIN a4 5� S� (R-V,aIu [HERMAL RESISTAI JCE PrER MPIT C0U,i4'TEq When the In;.ulatlon thickness is changed; heat flown changes. Additional thickness Increases the resistance or oppa,ition to meat flow. As reslstarmc- increases the heat flow Is reduced. The term for II71S resistance to heat Now is THEFIMAL RrSiS-rANCE (R)• Thert-nal recd'stance Is that neoperty of a material that paSS-eG the transfer of heat. Thermal resistance Is applied to a stated thickness or a corni�ir,atiuty Of materials, w-vawerrI ERMAL T'RAN MISSiON Thermal Iransmission Is the total lleM 11CA! 111rQUgh 41 sySteM. It is the reclpt-OCsl Of the total thermal resistance of a systern. �K-Vilue THERMAL CONDUCTIVITY Thermal conductivity (?Z) ;s the raf6, Of h ,-,�! fluor through one Inch of a 11omoge o.us, material. Homogenous is defined as a rna riai having thernjai conductivity that does not change w1thin the rang: of thic:kneSS norrnally used. -value)tVCNDUCTANCE Conductance (C) is tihe rate of heat flaw through a speciiic material, either Ihomogenou., or heterogenous, having tk' c0lSir1}c,tiOn or thickness 2s stated. UP R-tir, hue `dd4 '�,,rl !i:f?n illr?rl(� 'Ir"!S;C�?' it t`.'-i1�it9 ,�i` s ! �! �' ., g„r;. dte;r going outside rs roorn. Keepi^g i9 rooll"! wz-inv in the wintre'rflrne, DOWN R-Value when measuring "dulside" tee "t'n,ir+f," �;Ir, e.g. (}utslde alr coming into a roorn. Keeping a room cool In the vvintertivne, HORIZON'rAL Applies to wall measurements, The coal or vvarrn sir passing through waits.