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71_61 PINE ST
IIII�QI01 �� 4 Westfall, John From: Smith, Mike Sent: Thursday, August 31, 2006 3:48 PM To: Fire Dept Group Subject: New Goings On Here is some info that may be useful when the occasion arises: 1) Point Edwar4ds T1 and 61 Pine St: the, levator boxes (red) have been moved to the recall floor lobby and I believe I have sorted out -all -the keys for all the occupied buildings. 2) The lock boxes have been installed at the Port of Edmonds with keys to the bolt cutter proof locks and chains. The boxes are located at: On the right side of the building by the gate to the work yard at mid marina; On the right side gate post by C dock accessing the dry stack storage and our access to A,B, and C/D docks. On the right side gate post to the dry stack storage by the entrance to Marina Beach. Next time you are down there check them out. And the key in each key box is a padlock master and will fit all padlocks at the Port. 3) The Ballinger Court Apts 227th and 76th Ave W now has an LFP Supra box on the West side courtyard entry gate. Inside the box are keys for the building and a magnetic gate key card. 4) The Warren Building 21727 76th Ave W now has an active monitored fire alarm which covers the following: Auto sprinkler (garage only) with water flow, tamper, high low air Pull stations on all floors Smoke protecting the panel Inside/outside audio/visual notification. The FD LkBx is on order and I will advise when it is installed. There are two occupied suites there while the work is going on. % That is it for now. 6i t -7r /"0 1 1 Pal April 18, 2005 Ms. Marie Harrison City of Edmonds Building Division 121 5 h Ave. North Edmonds, WA 98020 RE: 61 Pine Street Building 2 Fire Evacuation Plan Dear Ms. Harrison, As requested by Fire Marshal John Westfall, please find the above referenced plans pertaining to fire evacuation at Point Edwards. Sincerely, Point Edwards LLC Shana Hinds Enclosure RECEIVED APR ' `i 2005 BUILDING DEPT. 2801 Alaskan Way, Suite 107 206-374-0414 office Seattle, WA 98121 206-374-0415 fax Point Edwards ]Building Two— 61 ]Pine Street Fire (Evacuation Plan - First Floor Exit 1 f 4-- 6-- m M RECEI,VS® OR 2 1 2005 BUILDING DEPT. Storage xi t! �B/S ° ° ° + ° —D ffA* °o Exit Exit tC �O Elevator lect. S�ota�e B/ 0 bby ACF ° - Automatic Fire O Door Closed � w/Fire Alarm d� •p � ,tab Exit SLo00 B/S B/S B/S 00 / B/S ° tali a B/S ME DEPA Exit B/S FIRE EMERGENCY GUIDE Every alarm must be treated as a fire emergency. If you hear the fire alarm take these steps to ensure a safe evacuation of the building. 1. Leave your area as quickly as possible, closing the doors as you go. Fire Alarm Pull B/S - Bell/Strobe 2. Use the stairs, not the elevator, to evacuate the building. ]Meeting Place A . 3. If you are unable to exit using the stairs, stay in your area. ® Fire Extinguisher - Enunciator 4. Once outside, move away from the.building to the designated meeting place. 5. Do not go back into the building for any reason until the Fire Department has Smoke Detector FACP - Control Panel given permission to reenter. \'p i Y • 1 1 1 i 1 1• 1 1 � 1 • , • At,,�,-� Jim ,i., ��'' � ' i►� �i''� ' ' '' � � I�----� 1. . _ .�,� t� Exit Exit- APPROVED Exit �,,.✓ !{ 2� 0 . Exit FIRE EMERGENCY GUID Every alarm must be treated as a fire emergency. If you hear the fire alarm take these steps to ensure a safe evacuation of the building. 1. Leave your area as quickly as possible, closing the doors as you go. Fire Alarm Pull B/S - Bell/Strobe 2. Use the stairs, not the elevator, to evacuate the building. Meeting Place P 3. If you are unable to exit using the stairs, stay in your area. © Fire Extinguisher - Enunciator 4. Once outside, move away from the building to the designated meeting place. 5. Do not go back into the building for any reason until the Fire Department has Smoke Detector FACP - Control Panel given permission to reenter. RECEIVED APR 2 1 2005 BUILDING DEPT. Meeting Place s! Point Edwards Building Two— 61 Pine Street Fire Evacuation Plan - Third Floor APPROVED FIRE EMERGENCY GUIDE Every alarm must be treated as a fire emergency. If you hear the fire alarm take these steps to ensure a safe evacuation of the building. 1. Leave your area as quickly as possible, closing the doors as you go. 2. Use the stairs, not the elevator, to evacuate the building. 3. If you are unable to exit using the stairs, stay in your area. 4. Once outside, move away from the building to the designated meeting place. 5. Do not go back into the building. for any reason until the Fire Department has given permission to reenter. lA Point Edwards Building Two— 61 Pine Street Fire Evacuation Plan - First Floor i `) Point Edwards Building Two— 61 Pine Street Fire Evacuation Plan - Second Floor Point Edwards Building Two— 61 Pine Street Fire Evacuation Plan - Third Floor Westfall, John From: Westfall, John Sent: Wednesday, April 20, 2005 8:17 AM To: Harrison, Marie Subject: RE: Point Edwards Building 2 Shana emailed me and I can't open the attachments so she has mailed it -plans in the mail... John -----Original Message ----- From: Harrison, Marie Sent: Wednesday, April 20, 2005 8:07 AM To: Westfall, John Subject: Point Edwards Building 2 John: I am checking off deferred submittals for building 2. Did you receive the fire protection footprint and life safety plan for building 2? Marie Harrison Senior Permit Coordinator Development Services Department City of Edmonds, WA Wesffall, John From: Smith, Mike Sent: Thursday, April 14, 2005 11:39 AM To: Bullis, Ann; Westfall, John Subject: Pt Edwards Bldg 2 The fire sprinkler and fire alarm have been approved and are on line and active. FYI Westfall, John From: Harrison, Marie Sent: Tuesday, March 15, 2005 4:14 PM To: Chrisman, Lyle; McMurphy, Linda; Snook, Mike; Westfall, John; Smith, Mike; Bullock, Steve Subject: Point Edwards 61 Pine Street (building 2) FYI: Ross just paid inspection fees for a TCO. Marie Harrison Senior Permit Coordinator Development Services Department City of Edmonds, WA Westfall, John From: Highland, Scott Sent: Friday, February 25, 2005 1:12 PM To: Smith, Mike; Westfall, John Subject: Point Edwards Water Main Howdy, Just to let you know, the loop line over Point Edwards is really activated as of this morning. Later, Scott 02/18/2005 10:30 2067707761 LONGITUDE 122 PAGE 01 c _— i fi memorandum to: City of Edmonds attn: Mike Smith from: Bruce Moe date: February 18, 2005 re: Point Edwards Building 1 T.C.O. Garage Fire Dor Mr. Smith: Thank you for your efforts in the review and inspection oj' Building 1, Wednesday 02/ 16/05 and Thursday 02/ 17/05. It. is zny understanding the outstanding item requiring cotapletion is the fire/smoke door in the garage. . As .i told., I would, I reviewed my files for the subject d.�or. As noted on the Exhibit `A', the third page of my contract Itetti B, this door is. manufactured with an electrical device to be connectedto the smoke/fire system. The connections are being made 02 / 18/0 5. If you have any other items for our correction please advi;:c. Sincerel 4, B I:ONQITUDK 122 LLC 2;8;O.�.AlaskanWay:Suite 1'07 Seattle; WA 98121" p J 206.770.9713 f J 206.770.7761 02/18/2005 10:30 3 2067707761 LONGITUDE 122 PAGE 02 Project Name: Point Edwards Date: 12-2-03 Ph.: (253) 837-9135 Fax: (253) 887-9108 Cell: (206) 396-2008 LONGTZTUDE 122, LLC` SUBCONTRACT AGREEMENT WITH Cressy Doors Attn: AI Peterson This Contract is based on the plan set number or date of: B0-06-M Description: Overhead Doors CSI: 0835 - $S',400.00 Phase . 0830 - $3,400.0U Discount: 20% 15"' Prot. Retainage: 10'% This subcontract agreement ("Subcontract"), made this day of Decernber, 2003 by and. between Longitude 122, LLC, hereinafter referred to as "Contractor," and Cressy Door hereinafter referred to as "Subcontractor," is for performance of Work on the "Project" and pursuant to the "Prime Contract" between Contractor and Owner. This Document has important legal consequences. Prior to its completion or modification, consultation with an attomey is encouraged. This document, unmodified, may not be appropriate in all circumstances. This agreement was prepared to fairly allocate responsibilities, risks and expensed arising out of the performance of this work - IT IS HEREBY AGREED AS FOLLOWS: 1. Contractor agrees to pay Subcontractor for the full, timely, and satisfactory performance and completion of this Subcontract, as specified herein, the sum, of irvelve thousand dgbJ M(I,CeA Dollars ($'l 12,800.O ) subject to additions or deductions for ebanges as hereinafter provided. 2. All extra work authorized by change order only to be considered as part of contract. All extra work must be billed in the month, the work occurs to be considered for payment. 3. Payment for materials and/or labor shall be made less 10% retainar for work to data; from last progress billing date. Billing date to be the 20`1' of each month payable 11" prox. of the following month less l00/6 retainage payable within 90 days after completion and acceptance of the project and receipt of funds by contractor. 4. Provide a schedule of values upon execution of this subcontract for review and apprr.,val and incorporation into monthly billing. . 5. All work subject to this Subcontract shall be performed to the complete satisfaction of Contractor, Owner, and/or the representative of Owner authorized to interpret and judge the performance of the Prime Contract. 303344M.01 2067707761 LONGITUDE 122 PAGE 03 d Lb 8z Ind t St d ds w'th V. A copy of your Site Specific Safety Program that meets or excee s a or us .ry an ar i applicable MSDS sheets shall be sent to Longitude 122 LLC's main office for review and t"Ien forwarded to the job prior to the start of your work, Weekly safety meeting notes must be turned into Longitude 122 LLC's construction office with your billing. At no time shall any funds be released until the above is provided. Think safety, perform all work and acts while on this project safely. 7. Any work on this project will be done from "Approved for Construction" drawn igs and specifications. Subcontractor shall be solely responsible for verifying with the Contractor's Project Superintendent that the work to be completed under this Subcontract is being performed using the latest sets of plans and specifications prepared and marked "Approved for Construction". 8. Subcontractor agrees to Atmish all supervision, management, services, labor, tools,, equipment, materials, supplies, engineering, testing and/or any other act or thing required to diligently -rid fully perform and complete the work described in strict accordance with the Contract Provisions attached, and the Prime Contract hereby made a part of this Subcontract by reference. The job specific work to be performed is as follows: See Exhibit `A' attached. Cantractor: 1tongilude 122 LLC By Address: 2801 Alaskan Way Suite 107 Seattle, WA 98121 Phone: (206) 770-9713 Fax: (206) 770-7761 Subcontractor: Cressv Door By Registration #: Address: 3902 W. Valley HWY NQQ Auburn, WA 9801 Phone: 12531 887-9135 Fax: j53) 887-9108 Cell: j 06) 396-2008 (Al Peterson: Employment/Security ID# 503U4181.61 02/18/2005 10:30 2067707761 LONGITUDE 122 PAGE 04 EMBIT `A' Page 1 of . Project Name: 1. The sub contract includes any items within the contract specificatior.is as optional which are not requested by the owner, including any items described in the inclusions above which the owner subsequently deletes from its requixements, ind the :following: 2. The scope of work as outlined in this sub -contract is to be completed within days/door +/- 11 calendar days subject to liquidated damages of not less tli-!Ln $500/day or -as agreed. Note: The duration of this Contract is to be filled in and agreed to prior to the receipt of any payment on this contract. 3. This Sub -Contractor agrees to provide all supervision, labor, material, supplies, and equipment to complete the labor per the following: T . k- A. Provide and install two "sliding gates (20' x 8') operator(s) and associated materials inclusive of equipment per you proposal date 10-13-03 attached, and as follows: 1. Transmitters: 108 each 2. Loop detector exit device 3. Sliding gate garage door a. Steel door frame (2" material) with vertical pickets b. U.L. compliant door and equipment c. Leavy duty elite or and guide rollers d. 1 H.P_ Elite SL3000 motor (115V, 1 phase) e. Safety eye and protective shielding f. Safety reversing leading safety edge g. Timer for closing and adjustable hold open timing I Electrician will provide line voltage, and install rniscellani�ous conduit, C.D.C. will make all low voltage.wiring and connections. i. Alternates: 1. Add for additional transmitters $15.00 each 2_ Add for 7 day programmable timer $200 each E._�,Provide and install (1) 3 hour fire rated coiling. door (15'0" x */- 8'0'� and required assemblies and connection devices for use in conjunction with tl-is door tied to the fire/srnokc.system in this building an,a as follows. 1. Door to be equipped with chain hoist _�.. ,2. Provide fire release device(s) compatible with smoke/f'.re equipment in this buildng 'memorandum to: City of Edmonds attn: Mike Smith from: Bruce Moe date: February 18, 2005 re: Point Edwards Building 1 T.C.O. Garage Fire Dor Mr. Smith: Thank you for your efforts in the review and inspection of Building 1, ;Wednesday 02/ 16/05 and Thursday 02/ 17/05. j .4 It is' myunderstanding the outstanding item requiring completion is therfir`e%smoke door in the garage. f As Ltoldyou I would, I reviewed my files for the subject door. As rioted on the Exhibit `A', the third page of my contract Item B, this door is manufactured with an electrical device to be connected to the smoke/fire system. The connections are being made 02/18/05. If you have any other items for our correction please advise. Sincerel , Br 17 , r4� 77 ITU,E 1?2rZ,�LL4C, 2801 Alaskan Way, Suite107 Seattle, WA _981-2 r. p1206.770.9713 f1206.770.7761 Project Name: Point Edwards Date: 12-2-03 Ph.: (253) 887-9135 Fax: (253) 887-9108 Cell: (206) 396-2008 LONGTITUDE 122, LLC SUBCONTRACT AGREEMENT WITH Cressy Doors Attn: Al Peterson This Contract is based on the plan set number or date of: 10-06-2003 Description: Overhead Doors CSI: 0835 - $9,400.00 Phase 1 . . 0830-'$3,400.06 Discount: 2% 15a' Prox. Retainage:10% This subcontract agreement ("Subcontract"), made this e day of December, 2003 by and between Longitude 122, LLC, hereinafter referred to as "Contractor," and Cressy Door hereinafter referred to as "Subcontractor," is for performance of Work on the "Project" and pursuant to the "Prime Contract" between Contractor and Owner. This Document has important legal consequences. Prior to its completion or modification, consultation with an attorney is encouraged. This document, unmodified, may not be appropriate in all circumstances. This agreement was prepared to fairly allocate responsibilities, risks and expensed arising out of the performance of this work. IT IS HEREBY AGREED AS FOLLOWS: l : Contractor agrees to pay Subcontractor for the full, timely, and satisfactory performance and X completion of this Subcontract, as specified herein, the sum of Twelve thousand eight hundred Dollars ($' 12,800.00 ) subject to. additions or deductions for changes as hereinafter provided. 2. All extra work authorized by change order only to be considered as part of contract. All extra work must be billed in the month the work occurs to be considered for payment. 3. Payment for materials and/or labor shall be made less 10% retainar for work to date from last progress billing date. Billing date to be the 200' of each month payable 11 ' prox. of the following month less 10% retainage payable within 90 days after completion and acceptance of the project and receipt of funds by contractor. 4. Provide a schedule of values upon execution of this subcontract for review and approval and incorporation into monthly billing. 5. All work subject to this Subcontract shall be performed to the complete satisfaction of Contractor, Owner, and/or the representative of Owner authorized to interpret and judge the performance of the Prime Contract. 50334481.01 6. A copy of your Site Specific Safety Program that meets or exceeds Labor & Industry Standards with applicable MSDS sheets shall be sent to Longitude 122 LLC's main office for review and then forwarded to the job prior to the start of your work. Weekly safety meeting notes must be turned into Longitude 122 LLC's construction office with your billing. At no time shall any funds be released until the above is provided. . Think safety, perform all work and acts while on this project safely. 7. Any work on this project will be done from "Approved for Construction" drawings and specifications. Subcontractor shall be solely responsible for verifying with the Contractor's Project Superintendent that the work to be completed under this Subcontract is being performed using the latest sets of plans and specifications prepared and marked "Approved for Construction". 8. Subcontractor agrees to furnish all supervision, management, services, labor, tools, equipment, materials, supplies, engineering, testing and/or any other act or thing required to diligently and fully perform and complete the work described in strict accordance with the Contract Provisions attached, and the Prime Contract hereby made a part of this Subcontract by reference. The job specific work to be performed is as follows: See Exhibit `A' attached. Cantractor: k—Longitude 122. LLC By Address: 2801 Alaskan Way Suite 107 Seattle, WA 98121 Phone: (206) 770-9713 Fax: (206) 770-7761 Subcontractor: Cressy Door By Registration M Address: 3902 W. Valley HWY N. #100 Auburn. WA 98001 Phone: (253) 887-9135 Fax: (253) 887-9108 Cell: (206) 396-2008 (AI Peterson) Employment/Security ID# 50334481.01 EXHIBIT `A' Page 1 of Project Name: 1. The sub contract includes any items within the contract specifications as optional which are not requested by the owner, including any items described in the inclusions above which the owner subsequently deletes from its requirements, and the following: 2. The scope of work as outlined in this sub -contract is to be completed within days/door +/- 11 calendar days subject to liquidated damages of not less than $500/day or as agreed. Note: The duration of this Contract is to be filled in and agreed to prior to the receipt of any payment on this contract. 3. This Sub -Contractor agrees to provide all supervision, labor, material, supplies, and equipment to complete the labor per the following: A. Provide and install two 'sliding gates (20' x 8') operator(s) and associated materials inclusive of equipment per you proposal date 10-13-03 attached, and as follows: 1. Transmitters: 108 each 2. Loop detector exit device 3. Sliding gate garage door a. Steel door frame (2" material) with vertical pickets b. U.L. compliant door and equipment c. Heavy duty elite or and guide rollers d. 1 H.P. Elite SL3000 motor (115V, 1 phase) e. Safety eye and protective shielding f. Safety reversing leading safety edge g. Timer for closing and adjustable hold open timing h. Electrician will provide line voltage, and install miscellaneous conduit, C.D.C. will make all low voltage.wiring and connections. i. Alternates: 1. Add for additional transmitters $15.00 each 2. Add for 7 day programmable timer $200 each C:�;anrovrlequired Pdand install (1) 3 hour fire rated coiling. door (15'0" x +/- 8'0") assemblies and connection devices for use in conjunction with this door tied to the fire/smoke. system in this building and as follows. 1. Door to be equipped with chain hoist . 2. Provide fire release device(s) compatible with smoke/fire equipment in this building Wesffall, John From: Westfall, John Sent: Wednesday, February 16, 2005 4:21 PM To: 'Graf, Jeannine' Subject: Pt Edward TCO Jeannine: Mike went out to walk-through today to inspect for upcoming requested temporary occupancy at Pt Edwards Bldg One @ 71 Pine Street. He did not approve the work yet and has to return tomorrow because of incomplete work leading to fire alarm acceptance testing. There were non -construction trades "future tenants" walking through the building without escort. Mike asked the general contractor that was with him to have them leave during his inspection. IFC 901.5.1 provides "it shall be unlawful to occupy any portion of a building or structure until the required fire detection, alarm and suppression systems have been tested and approved." One may debate the definition of "occupy", however, in my mind the intent of the Fire Code well includes incidental and visiting public that are not tenants. I'm not sure why they are so concerned with a temporary CO when the public freely comes and go throughout the project. John Message Westfall, John Page 1 of 1 From: Snook, Mike Sent: Wednesday, February 09, 2005 8:36 AM To: Westfall, John; Smith, Mike Subject: FW: Bldg 1 - 71 Pine TCO Marie forgot to cc you two. So here it is. Michael Snook Senior Combination Building Inspector City of Edmonds (425) 771-0220 ext. 1333 -----Original Message ----- From: Harrison, Marie Sent: Tuesday, February 08, 2005 3:26 PM To: 'Ross Woods' Cc: Graf, Jeannine Subject: RE: Bldg 1 - 71 Pine TCO Ross: I will need $250.00 for the various department inspections. request for TCO? What day will you be requesting the TCO? Sincerely, Marie -----Original Message ----- From: Ross Woods [mailto:ross@triaddev.com] Sent: Tuesday, February 08, 2005 3:10 PM To: Harrison, Marie Subject: Bldg 1 - 71 Pine TCO Will you be submitting a written My construction crews are requesting TCO inspections on Bldg. 1. Do I need to pay any money right now for this? Ross Woods 2/10/2005 Westfall, John From: Westfall, John Sent: Friday, February 11, 2005 3:34 PM To: Smith, Mike Subject: Pt Edwards Mike: When you go up to meet Phil Franz on Monday, please check with Harry or Bruce regarding the clearance required for the handrail around the vault so it will not restrict PIV use. Thank you, John Westfall, John From: Gebert, David Sent: Friday, February 11, 2005 1:46 PM To: Bowman, Duane Cc: Chrisman, Lyle; Graf, Jeannine; Westfall, John; Tomberg, Thomas Subject: Pt Edwards - Pine Street Duane, In meeting with Ross this afternoon we discussed whether or not to open Pine Street. Ross is interested in letting people (potential buyers) drive up to the top of the hill and see the view. Our concern is safety, since the contractor is expected to still have a lot of construction activity on Pine Street during construction of buildings 3 and 4. We also suggested to Ross that it would probably save him some money for flaggers, traffic control, etc. if Pine Street is kept closed. We all agreed that it is best to keep it closed while they are working on buildings 3 and 4. Ross said that will probably be until October or November. Dave RECEIVED FEB .1 1 2004 BUILDING DEPT. February 11, 2005 Ms. Jeannine L. Graf City of Edmonds Building Division 121 5"' Ave. North Edmonds, WA 98020 RE: 71 Pine ST TCO Conditions Addressed Dear Ms. Graf, As part of my request for a TCO on 71 Pine ST, please see my response below to the conditions for TCO as listed in the City of Edmonds' August 31, 2001 memo: FUNDAMENTAL REQUIREMENTS The following shall be complete and approved before temporary occupancy is granted: 1. All fire and life -safety requirements for Building. Fire and Engineering shall be complete. • Completed 2. All building windows, exterior siding, roof, exterior doors shall be completed. • Completed 3. All required fire separations (floor/ceiling, walls & unit separations, etc.) shall be complete. • Completed 4. All required fire protections systems complete and in full operation, including systems such as fire sprinkler, standpipes, fire and smoke detection and notification. • Completed 5. All required components of the means of egress system shall be complete and operable including but not limited to exit enclosures, fire doors and windows, illuminated exit signage, and emergency lighting. • Completed 6. All barrier free access and directional signage shall be installed. • Completed 7. All interior finish materials for the floor or for spaces/areas shall be complete. 2801 Alaskan Way, Suite 107 206-374-0414 office Seattle, WA 98121 206-374-0415 fax Ross(a-pointedwards.com 206-617-7155 cellular • Level 3 corridor carpet was delivered but was the wrong carpet. The carpet will be installed on Tuesday, February 15. Level one & two plus the stairways all are completed. 8 The minimum number of required parking spaces required by the Edmonds Community Development Code shall be provided including the required barrier free parking space(s). • The open parking lot is not striped at this time but parking is still available. The underground parking garage is striped and all HC spaces are signed. 9. All utilities shall be provided (storm, water, sewer, heat, light, and -garbage). • Completed. 10. All cross connections protecting the potable water system shall be installed. • Completed PROCEDURE FOR REQUESTING TEMPORARY OCCUPANCY The Building/Project owner (not contractor tenant) must make a written request to the Building Official for temporary occupancy and include the following: a) The specific units, spaces or floors requesting occupancy. • Level One: February 18, 2005 • Level Two: February 18, 2005 • Level Three: None of the three homes on this level have been sold. As explained previously, the upper cabinets in the kitchen, only, will be replaced. The lower cabinets, counters are in place, and the plumbing trim is in the process of being completed. We are not requesting occupancy of these three homes at this time. b) A plan detailing how continued construction and occupant co -existence can be achieved. • All construction access will be from the main entry on Level Three. The parking garage connection from Bldg. 1 to Bldg. 2 will be fenced. c) A site plan showing 1. How Fire Department access will be maintained. • Primary fire access shall be from Pine Street into the interior drive, which shall be kept clear for fire apparatus. See attached. ll. Location of construction worker parking (on street parking shall be regulated by Parking Enforcement and will be subject to applicable fines). • Construction parking is in Buildings 2, 3, & 4 parking garages. 11I. Construction material storage. • Located in Buildings 2, 3, and 4 parking garages and periodically, in trailers located on the Point Edwards private drive in front of Building 2. IV. How safe tenant access will be maintained to the spaces/areas where temporary occupancy is being requested? • Owner/resident access is available from all building access points. V. How required parking will be kept clear of construction worker parking and material storage? • Answered above. VI. How garbage access will be maintained clear and accessible. • Via the private road to dumpster storage area located on the west side of Bldg. 4 that is always kept open for fire access. 2801 Alaskan Way, Suite 107 206-374-0414 office Seattle, WA 98121 206-374-0415 fax Ross(�pointedwards.com 206-617-7155 cellular d) A work schedule detailing completion of the remainder of the project and estimated date for request for Certificate of Occupancy for the entire building. • Level 3 — April 1, 2005 • Final C.O. for 71 Pine ST on or before April 18, 2005. • Building 2 - 61 Pine ST TCO request by April 18, 2005 • A detailed schedule can be provided upon request. CITY CONDITIONS OF TEMPORARY OCCUPANCY If temporary occupancy is granted, the City will condition requests with the following: 1. The maximum time allowed for temporary occupancy (final building completion) shall not exceed 60 days. 2. All performance bonds for the entire project shall be held until final occupancy for all portions of the building are granted. 3. Partial occupancy inspection fees for each inspecting Department shall be assessed at the established hourly rate. If the requestor desires a preliminary inspection in preparation of the Temporary Occupancy inspections additional hourly inspection fees will be charged prior to conducting the inspections in addition to the partial occupancy inspection fees. 4. All tenant complaints (inconvenience, problem concerns, noise, parking, dust, etc.) must be resolved by the building owner. Repeated complaints may result in revocation of the temporary occupancy approval. 5. All required permits have been obtained, all outstanding permit fees, review fees, inspection fees, etc. have been paid in full. 6. Granting of the temporary occupancy does not waive Building Official or Fire Marshal authority to revoke occupancy at any time for cause and immediate enforcement action may be taken. 7. If the building is not complete within 60 days a new request for temporary occupancy must be requested and all new inspection fees shall be collected. Failure to comply shall result in a Notice of Vacation. Sincerely, Point Edwards LLC kway�z-- Ross W. Woods Cc: Marie Harrison Bruce Moe Duane Bowman Enclosure 2801 Alaskan Way, Suite 107 206-374-0414 office Seattle, WA 98121 206-374-0415 fax Ross(&_ pointedwards.com 206-617-7155 cellular y / •[1��1 /�0 �rT�,' / sip: /�1t \ t • '� / �baaA / aE \ / ///'/ Elii'`�E=:• ' / fir/ / / 6 nQ}�5 1SX 3 !y ��t / ffff' 'ffff .a jat �x«��" r 1 / fI \ 77 r rlr I I //_ •_` ' I+'• i iii ' iii o- -- rc�hZ i Ilrr / 1 ii l/rl r rlI 1 - yc 1 �\ J! a � v. ,� - s.. rF�• =111 � •lam'•' "r I t '•I //'. , I• .11ii ti ],A rt / .\\ I .`\\: j:j l'i; /i �/ii/11 \ \\I Itl 1,111 I 'ili 110 III K! I 1, tl m'I VIC S I til, as ma i I III I I 'l l I I I. 't ?:fir- ��. -• �- 1 9.: v�«��r � ! " 0 / 4 OV EDAt v r'�;* Sr. l g9 February 11, 2005 Point Edwards Development Application Status Monthly Update Week of February 11, 2005 Plan Check Project Type Current Status 03-318 Site Work Issued Permit 2004-0139 2/19/04 Utilities Expires 8/19/04 Grading Issued Permit 2004-0685 8/19/04 Roads Expires 2/19/05 Sidewalks 03-364 Bldgs. 1 & 2 3/3/04 Issued Permits 2004-0173 & 2004-0174, 71 Pine Street Expires 3/3/05 61 Pine Street Revisions approved 8/6/06. Plumbing 2/19/04 Issued Permit 2004-0141 Expires w/Main Fire Connection 6/21/04 Issued Permit 2004-0482 Expires w/Main Fire Sprinkler 5/24/04 Issued Permit 2004-0395 Expires w/Main Mechanical 7/30/04 Issued Permit 2004-0627 & 2004-0628 Deferred Expires w/Main for units 200, 205, 208, 300, 301 & Submittals 302 only for building 1. Other units at later date. Units 200, 208, 300, 301, 302, 303, 304, & 305 only for building 2. Other units at a later date. 8/26/04 Issued Permits 2004-0717 & 2004-0718 for all fans for Bldgs. 1 & 2, 8/11/04. Fire Alarm 12/29/04 Issued Permits 2004-1088, 2004-1089 Expires w/Main Fire Standpipe Initial review 5 working days upon submittal. Fire Stopping Approved 7/19/04. CADocuments and Settings\westfall\Local Settings\Temporary Internet Files\OLK2\PointEdwardsStatus2.doc2/ 11 /2005 Marie Harrison Engineered Wood Products Initial review 5working days upon submittal. Bldgs. 1 & 2 Solid Web Wood Initial review 5 working days upon submittal. Joists Wood Tie -Down Initial review 5 working days upon submittal. System Structural Insulated Initial review 5 working days upon submittal. Panels (SIP) Precast Plank at Pedestrian Bridges Initial review 5 working days upon submittal. Side Sewer . Issued 11/5/04 Water Meter Paid for water meters (2)10/6/04. Irrigation Obtain from Public Works Department Paid 10/6/04 Fire Protection Check with John Westfall for approval. Footprint Life -Safety Plan Check with John Westfall for approval. 03-370 Amenities 3/3/04 Issued Permit 2004-00175, Expires 3/3/05. 85 Pine Street Issued TCO Expires 3/3/05. 03-405 Lift Station 1/12/05 Approved No building 100 Pine Street permit required, outside City of Edmonds jurisdiction. 03-469 75 Pine Street 4/6/04 Issued Permit Number 2004-0248 Building #3 Expires 4/6/05 Revisions approved 8/6/04. Plumbing 5/7/04 Issued Permit 2004-0341, Expires w/Main. Fire Connection 1 6/21/04 Issued Permit 2004-0483, Expires w/Main. CADocuments and Settings\westfall\Local Settings\Temporary Internet Files\OLK2\PointEdwardsStatus2.doc2/ 11 /2005 Marie Harrison Mechanical Initial review 10 working days upon submittal. Deferred Submittals Fire Sprinkler Initial review 15 working days upon submittal. Fire Alarm Initial review 15 working days upon submittal. Fire Standpipe Initial review 5 working days upon submittal. Fire Stopping Approved 7/19/04 Engineered Wood Initial review 5 working days upon submittal. Products Wood Tie -Down Initial review 5 working days upon submittal. Bldg. 3 Structural Insulated Initial review 5 working days upon submittal. Panels Exterior Light Pole I Initial review 5 working days upon submittal. Foundation Side Sewer Over the counter upon submittal. Water Meter Over the counter upon submittal. Irrigation Obtain from Public Works Department. State Electrical State permit must be on site. Permit State Elevator State permit must be on site. Fire Protection Initial review 5 working days upon submittal. Footprint Life -Safety Plan Initial review 5 working days upon submittal. 03-470 65 Pine Street 4/8/04 Issued Permit Number 2004-0241 Building #4 Expires 4/8/05 Revisions approved 8/6/04. Plumbing 5/26/04 Issued Permit Number 2004-0399 Expires CADocuments and Settings\westfall\Local Settings\Temporary Internet Files\OLK2\PointEdwardsStatus2.doc2/11 /2005 3 Marie Harrison w/Main. Fire Connection 6/21/04 Issued Permit Number 2004-0484 Expires w/Main. Deferred Mechanical ` Initial review 10 working days upon submittal. Submittals Fire Sprinkler Initial review 15 working days upon submittal. Fire Alarm Initial review 15 working days upon submittal. Fire Standpipe Initial review 5 working days upon submittal. Bldg. 4 Fire Stopping Approved 7/19/04 Engineered Wood Initial review 5 working days upon submittal. Products Wood Tie -Down Initial review 5 working days upon submittal. Structural Insulated Initial review 5 working days upon submittal. Panels Exterior Light Pole Initial review 5 working days upon submittal. Foundation Side Sewer Over the counter upon submittal. Water Meter Over the counter upon submittal. Irrigation Obtain from Public Works Department. State Electrical State permit must be on site. Permit State Elevator State permit must be on site. Fire Protection Initial review 5 working days upon submittal. Footprint Life -Safety Plan Initial review 5 working days upon submittal. 04-076 95 Pine Street Permit 2004-0431 Issued 6/4/04 Expires 6/4/05 Maintenance Building Side Sewer Issued 11/5/04 CADocuments and Settings\westfall\Local Settings\Temporary Internet Files\OLK2\PointEdwardsStatus2.doc2/ 11 /2005 4 Marie Harrison Plumbing Permit 2004-0524 Issued 7/6/04 Expires w/Main Deferred Pool Equipment Plumbing Mechanical Equip. 9/24/04 Issued Permit 2004-0796 Expires 9/24/05. With Permit 2004-0796 With Permit 2004-0796 04-448 Amenities Pool 10/6/04 Issued Permit 2004-0834 Expires 10/6/05 CADocuments and Settings\westfall\Local Settings\Temporary Internet Files\OLK2\PointEdwardsStatus2.doc2/ 11 /2005 Marie Harrison Westfall, John From: Westfall, John Sent: Thursday, February 10, 2005 6:28 PM To: Smith, Mike Cc: Tomberg, Thomas Subject: Pt Edwards Fireflow Mike: We've accepted them for TCO. Dave Gebert sent a letter telling Pt. Edwards they have until May 1 to finish loop or else and I had input on. If they are not complete by that date, their TCOs will be revoked and that came in a collective notice from city. We'll trust the Engineering numbers provided earlier and go with the established schedule of action. No hydrant test right now. May 1 we will reconsider it, depending on where they are at with the pipe. John Westfall, John From: Smith, Mike Sent: Wednesday, February 09, 2005 10:35 AM To: Westfall, John Cc: Tomberg, Thomas Subject: Pt Edwards Fire Flow With all the concern about the water line not being connected from Pt Edwards to the Port I believe a hydrant flow test is in order. I would flow the hydrants towards the top of the road on Pine Street. Let me know and I will continue with the process. tint �j,� February 9, 2005 Ms. Jeannine L. Graf City of Edmonds Building Division 121 5`" Ave. North Edmonds, WA 98020 RE: 71 Pine ST TCO Request Dear Ms. Graf, Please accept this letter as the formal request for a TCO on Bldg. 1 located at 71 Pine ST. We would sincerely appreciate your assistance in facilitating this as we are scheduled for sales closings on Friday, February 18, 2005. Sincerely, Point Edwards LLC Ross W. Woods Cc: Marie Harrison Bruce Moe Duane Bowman Mayor Gary Haakenson 2801 Alaskan Way, Suite 107 206-374-0414 office Seattle, WA 98121 206-374-0415 fax RossApointedwards.com 206-617-7155 cellular Message Westfall, John Page 1 of 1 From: Harrison, Marie Sent: Thursday, February 10, 2005 7:52 AM To: Chrisman, Lyle; Smith, Mike; Westfall, John; Bullock, Steve Subject: FW: Pt Edwards TCO Request I will send greenies to each of you. Thanks -----Original Message ----- From: Graf, Jeannine Sent: Thursday, February 10, 2005 6:21 AM To: Harrison, Marie Subject: FW: Pt Edwards TCO Request Marie Please provide a copy to Engineering, Planning and Fire ASAP approval by a Department is impossible. Thanks Graf -----Original Message ----- From: Ross Woods [mailto:ross@triaddev.com] Sent: Wednesday, February 09, 2005 8:11 PM To: Harrison, Marie; Graf, Jeannine Cc: Bowman, Duane; Bruce Moe; Haakenson, Gary Subject: Pt Edwards TCO Request Dear Jeannine and Marie, An executed copy will be faxed to you tomorrow. Thank you, Ross Woods I will need feedback by Friday morning if a TCO 2/10/2005 February 9, 2005 Ms. Jeannine L. Graf City of Edmonds Building Division 121 5ch Ave. North Edmonds, WA 98020 RE: 71 Pine ST TCO Request Dear Ms. Graf, Please accept this letter as the formal request for a TCO on Bldg. 1 located at 71 Pine ST. We would sincerely appreciate your assistance in facilitating this as we are scheduled for sales closings on Friday, February 18, 2005. Sincerely, Point Edwards LLC Ross W. Woods Cc: Marie Harrison Bruce Moe Duane Bowman Mayor Gary, Haakenson 2801 Alaskan Way, Suite 107 206-374-0414 office Seattle, WA 98121 206-374-0415 fax Ross(a)pointedwards.com 206-617-7155 cellular City of Edmonds _h Plan Review Corrections Plan Check # AJ Date 7 14 /05 Project Name/Address Pd r,0,/ Z,0 A LPG 1 ( P I A,6 T" &-.4"c A Contact Person/Address z0 -7 Department: Building ❑ E gineerin; 0 Planning ❑ Fire ® Public Works ❑ �1 ri r, Reviewer i S 1 cam. i jElc. IS x''GFF ; r I T" A44,GA6-e ) �'/U Iry c �% ? e v �y fZr�w &M r 7-- Submit 2 sets of revised plans/documents to the Permit Coordinator. ❑ Corrections may be made by red lining plans/documents on file with the City. DATE FAXED 7( 1IyF-(Attach fax transmittal) PAGE t OF J Westfall, John From: Westfall, John Sent: Wednesday, February 02, 2005 4:02 PM To: Harrison, Marie Subject: RE: Point Edwards I received it. I'll keep you informed if changes are needed. John -----Original Message ----- From: Harrison, Marie Sent: Monday, January 31, 2005 8:28 AM To: Westfall, John Subject: Point Edwards John: Ross brought in a fire evacuation plan for building 1, 71 Pine Street. E. 914arie7fam'son, Cam' Development Services City of Edmonds 425.771.0220 x 1389 hamson@ci.edmonds.wa. us Won. - Eri. 9.00 a.m. to noon and 1:00 p.m. to 4:00 p.m. — ptil /l fnc.1S9v This is to authorize CITY OF EDMONDS GARYHAAKENSON 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0215 • FAX (425) 775-7721 MAYOR FIRE DEPARTMENT Established 1904 www.edmondsfire.org EDMONDS FIRE DEPARTMENT LOCK BOX AUTHORIZATION LETTER Mr. Harry Asbury 2 CC 5`7 1 0 2 %Y (Agent) for the: Point Edwards Complex Amenities, Bldg 1 & Bldg 2 at 85 Pine St, 71 Pine St, 61 Pine St. Building Name Building Address To purchase a THREE Lock Boxes for Fire Department use for emergency access. 1. Assigned Key # Box Style: Supra Other 2. Location of Lock Box The Fire Department requires the box be located just to the right of the main door, or at an approved location. 3. Key(s) identification/access to Identify. each key with a brief description of what the key will unlock. Keep a minimal number of keys in the box. The Fire Department should have easy access to: Main Entrance Electrical Room Mechanical Room Sprinkler Room Alarm Panel Fire Department Authorized Signature NOTE: Lock boxes must be purchased from TRI CITY LOCK 22908 HWY 99 EDMONDS (425) 771-2445 A copy of this authorization noting the assigned key number must be returned to the Edmonds Fire Department. U: FirePrevention: LockBoxProgram: Lockbox Incorporated August 11, 1890 ° Sister City - Hekinan, Japan ov02/05 TRANSMISSION VERIFICATION REPORT TIME 02/02/2005 17:45 NAME FAX TEL DATE DIME 02/02 17:44 FAX NO./NAME 94256703365 DURATION 00:01:14 PAGES? 02 RESULT OK MODE STANDARD 0� EDP 04 City of Edmonds Fire Department Fax Cover Sheet I nC. 189 Date: Z Z (o� Number of pages (including cover): Z To: �-g From: Jim-`✓ Edmonds Fire Department 121 - 5th Avenue North Edmonds, WA 98020 Phone: (425) 771-0215 Fax Number: q 2� 70 _ 3 3 S-- Fax: (425) 775-7721 The information contained in this fax transmission may be privileged, confidential, and protected from disclosure. If you are not the intended recipient, any dissemination, distribution, or copying of the contents of this message is strictly prohibited. If you think that you received this transmission in error, please shred the pages and notify the sender at 425-771-0215 or by fax at 425-775-7721. UfireAdmin:Forms:AdminFa CoverSheet.doc 10/20/04jws Wesffall, John From: Westfall, John Sent: Monday, December 27, 2004 10:40 AM To: Harrison, Marie Cc: Graf, Jeannine Subject: RE: Pt. Edwards Fire Alarm Review Marie: That's outrageous! Please add $50 for Fire Dept expedited in-house review. John -----Original Message ----- From: Harrison, Marie Sent: Monday, December 27, 2004 9:13 AM To: Westfall, John Subject: RE: Pt. Edwards Fire Alarm Review John: I am confused. $215.00 is the normal fire alarm fee. Marie -----Original Message ----- From: Westfall, John Sent: Wednesday, December 22, 2004 2:36 PM To: Harrison, Marie Cc: Tomberg, Thomas; Graf, Jeannine Subject: Pt. Edwards Fire Alarm Review Marie: Jeff from alarm company will be submitting on Monday for separate permits for Bldgs 1, 2, & Amenities. I originally declined his overtime proposal to expedite the FA reviews -Mike Smith is on vacation. However, after calling Mike, he is willing to come back from vacation for the 3 hours (min.) review. Jeannine and I agreed that $150 (expedited review) + $50 (normal inspection charge) + $15 surcharge = $215 for each current expedited Pt. Edwards FA permit fee. At this point I'm tracking down Jeffs phone number to accept his suggestion. However, if I am not able to reach him before COB today (12/22), will you offer these fees to him for the expedited review on Monday if he is willing? Thank you, John EDA, C>i NOTICE TO PERMITTEE AND/OR OWNER DO NOT REMOVE El PARTIAL APPROVAL;a CORRECTON REQUIRED ENFORCEMENT VIOLATION Owner' % ?F0a1 i -D S &?_67"XLr Permit Number Job Address ---? Site Contact- �l ��• SUS �d •'� ❑ WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED ❑ APPROVED PLANS AND JOB CARD MUST BE AVAILABLE TO INSPECTOR ON SITE ❑ CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE NEXT PHASE OF WORK IS STARTED ❑ RECALL FOR INSPECTION ❑ $50 REINSPECTION FEE MUST BE PAID PRIOR TO INSPECTION REQUEST ❑ STOP WORK -UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR ❑ NO PERMIT -STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH ALL APPLICABLE CITY CODES J /�1`-� �-�! %f'1'-�!�J 6�-► 'Ty✓r �' 1/ CJJ��l7`b�- 2(0 114 TIT s_ ,k n � �� i2 � is � (� ���(L`id���/L— Cct �F; �' �'L� F'��r�►; << toy/ [ / �✓�lG ��—. THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED TO BE CORRECTED WITHIN CALENDAR DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTION CALL 425- 7 7S - 7 i2 0 ❑ Building ❑ Planning ❑ Engineering Fire ❑ Public Works ``-- Inspector ©''-��' Date White: Permit File Pink: Enforcement Buff- Applicant 1PAM(y DUN 6MA0.9)MM X.- O POINT EDWARDS PRICE LIST 9/12/04 (Prices Subject to Change without Prior Notice - Square Footages are approximate only) MM;.Asidp*� 73W,Xddre'gs'P'�• 4A 7v' 71 Pine A! f 101 'A Cmano-(0) 1140 2 bedrooms, 2 baths SOLD, #1 71 Pine 102* B Decatur (D) 862 1.bedroom, study, I bath SOLD #1 71 Pine 103 A Edmonds (E2) 944- 1 bedroom, studystudy;I bath — SOLD #1 71 Pine' 104 B Edmonds (E2) 944 -1 bedroom, study, I bath $319,000 #1. 71 Pine • 105 A Decatur (D) 863 1 bedroom, study, 1 bath $289,000 #1 71 Pine 106 B Camano (0) 1107. 2 bedrooms, study, Ibathg $369,000 Bainbridge (B-2) 71 Pine '201 A Townhome 1477 2 bedrooms, study, 2 baths $369,000 Admiralty (A-D7,7 #1 71Pine A Townhome 1392 2 bedrooms, study, 2 baths $359,000—, #1 ne 71 Pine _202- 203 A Fidalgo (F2) 1174 1 . 2 bedrooms, 2 baths 9389,000 #1 71 Pine, 204 t Tort Gamble (G) 1353 2'bedr6oms, study, 2 baths SOLD #1 71 Pine 205 A Harbormaster (H) 933 1 bedroom, study, I bath SOLD #1 71 Pine 2U6 D D -Juan de Fuca (J) 1371 2 bedrooms, study, 2 baths $459,000 71 Pine 207.' C', Juan de Fuca (J) 13171-. 2 bedrooms, study, 2 baths- .$449,000, Harbormaster (H - 71 Pine 208 BE- Type A) 933 1 bedroom, study, 1 bath _$319,000 Port Gamble (G - Type #1 1 71 Pine* 209- C A) 1*347 2 bedrooms, study, 2 baths $469,000 #1 71 Pine. 210 B Fidalgq (F2) - 1174 oms, 2 baths 2 bedrooms, $369,000. Admiralty - (A2) #1 71 Pine 211 A Townhome .1453 2 bedrooms, study, 2 baths $359,000 Bainbridge B:2 A :#I 71'Pine 212 B Townhome 1148 i-bedroom, study , 2 baths $339,000 3 bedrooms, 2. baths, powder r. Langley (L) room, family and formal - #1 71 Pine 301 G (Penthouse) 2647 _' :- '- .dining $1,359,000 3 bedrooms, 2.baths, powder Kingston (K) room, family and formal #1 71 Pine 102 E (Penthouse) 2222 dining -3 $1,199,000 bedrooms, 2. baths, powder Langley (L) room, family and formal #1 71 Pine 303 F (Penthouse) 2647 1 dining 1 I $300,000J • Palettes A, B -Standard Finish aekage Palettes C, D - Upgrade Finish Package j,"Int KO III! ,R) I I -'U!! VdilfflJ(P 0 M.§ VEWHM62vom DUN W@M@ 629ACDAMN USK e6U.&HAM ,POINT EDWARDS'. PRICE LIST 9/12/04, (Prices Subject to Change without Prior Notice - Square Footages are approximate only) N F7 Rv QVVS ,�Palette,, #2 61 Pini 101- A Camano-(C3) 1140 2 bedrooms, 2 baths s SOLD # #2 61 Pine 102 B Decatur (D) 862.' 1 bedroom, study, Lbath SOLD , #2 #2 6.1 Pine 103 -A Edmonds (E2) 944 1 bedroom, study, I bath SOLD #2 #2 L— 61 Pine' — 104 B - 1 944 1 bedroom, study, 1 bath $325,000 #2 #2 �1 Pine 105 A Juan de Fuca (JJ) 1163 2 b6drooms, study, 2 baths SOLD F2 #2 # 01 Pine 106 B Edmonds (E2) . �44 study, I bath 1 bedroom, stu $323,000 #2 61 Pine 107 A Edmonds (E2) 944- 1 bedroom, study, I bath $313,000 '#2 61 Pine, 108 Dec�tur (D) 863 1 bedroom, study, I 'badi SOLD #2 611 Pine 109 A Camano (C2) 107 2 bedrooms,2 baths $369,0 1 00 Bainbridge (B-TA7 #2 61 Pine 201 B Townhome 1148 1 bedrooms, study, 2 baths $339,000 Port Ludlow #2 61 Pine 202 A Townhome 1756 2 bedrooms, 2 baths $439,000 A miralty (A2-2). #2 61 Pine 203 B Townhome 1578 2 bedrooms-, study, 2 baths $369,000 Bainbridge (B27T #2 61 Pine 204 A Townhome 1150 1 bedrooms, *study, 2 baths $349,000. Bainbridge (B2-A) #2 .61 Pine 2 1 05 B' Townhome 1150 1 bedrooms, study, 2 baths $349,000 Admiralty (A-2). #2, 61 Pine 206 A Townhome 1458 2 bedrooms, study, 2 baths $359,000 #2- 61 Pine 207 B Tidalgo (f 2) 1174 2 bedrooms, 2 baths, $379,000 #2 61 Pine, 208 D Port Gamble (G) 1349 2 bedrooms, study, 2 baths SOLD' #2 61 Pine 200 B Harbormaster (H)' 933 1 bedroom, study, 1 bath SOLD #2 61 Pine - 210 C.- 'Juan de Fuca (J) 137.1 2 bedrooms, study, 2 baths SOLD #2 61 Pine 211 D Juan de Fuca (J) 1371 2 bedrooms, study, 2 baths SOLD #2 61 Pine 212 C Keystone (KK) 047 2 bedrooms, study, 2 baths SOLD #2 61 Pine 213 D Juan de Fuca (J) 1371 2 bedrooms, study, 2 baths $469,000 #2 61 Pine 214 C Juan de Fuca (J) 1 1371 2 bedrooms, study,,2 baths $459,000 HarTo—rinas—ter7FF T61 Pine 215 A Type A) 03 1 bedroom, study, I bath $329,600' Palettes A, B - Standard Finish ackage Palettes C, D - Upgrade Finish Package Pt JLCJ llnce I i,t I o Pnnt Revisedo i I U.) Falerres A Viflose, Offle6pho'Adrag Eiffofflh, 7,09elpfroffi§ H Huy N[mv 0 M(28M@M(fl@, Uffi@fbAfflegem THM 6M.&SO)AM POINT EDWARDS •',PRICFLIST 9/12/04- (prices Subject to Change without Prior Notice - SquareFootakes are approximate only) R r-Address4l. A or S Q i3e, .-If 11,-M U, Port Gamble (G - Type #2 61 Pine 216 D A)- 1349 2 bedrooms, study, 2 baths $469,000 #2 61 Pine ..217 A Fidalgo (172) 1-174 2, bedrooms, 2 baths $369,000 Admiralty (A-2) - #2 .61 Pine 218' .18 jownhome 1453 2'bedrooms, study, 2 baths t359,000 Bainb ' ridge (13-� #2 61 Pine 219 A Townhome 1477- 2 bedrooms, study, 2,,baths $369,000 3 bedrooms, aths, powder room, family and formal. *2 .6lPine , 301 E Langley (L) 2647 dining $1,379,000 3 beorooms; 2.bat s, powder --room, family and formal #2 61 Pine 302 G Kingston (K) dining $1,250,000 #2 61 Pine 303 C- Winslow (XX) 1233, 2 bedrooms, study, 2 baths SOLD J bedrooms, 2..baths, powder room, family and formal #2 61 Pine', 304 F Kingston (K) 2222 dining $1,250,000 #2 61, ine 305 D Marrowstone (M) 1588 .2 bedrooms, study, 2 baths SOLD '#2 61 Pine 306 A Nisqually(N)—, 964. 1 bedroom, study, 1 bath $339,000 Westfall, John From: Graf, Jeannine Sent: Friday, December 03, 2004 11:41 AM To: Westfall, John Subject: RE: Point Edwards Gotcha. I guess we tell him to immediately submit for the required permits (Fire will decide if violation fees are assessed); and we consider this an issue that will hold up temporary occupancy. Agreed? JLG -----Original Message ----- From: Westfall, John Sent: Friday, December 03, 2004 11:38 AM To: Graf, Jeannine Subject: RE: Point Edwards I'm not sure I know what there is to discuss or resolve if there's no permit and no plans submitted? -----Original Message ----- From: Graf, Jeannine Sent: Friday, December 03, 2004 11:34 AM To: Westfall, John Subject: FW: Point Edwards John Did you want to attend our 1:00pm meeting today with Ross Woods to discuss the fire alarm permit or shall I bring it up as an item to resolve? Let me know, JLG -----Original Message ----- From: Westfall, John Sent: Friday, December 03, 2004 10:28 AM To: Harrison, Marie; Smith, Mike Cc: Graf, Jeannine Subject: RE: Point Edwards No they did not. -----Original Message ----- From: Harrison, Marie Sent: Friday, December 03, 2004 10:08 AM To: Westfall, John; Smith, Mike Cc: Graf, Jeannine Subject: Point Edwards Importance: High Hello: I was just updating my monthly status report for Point Edwards. I noted that we have not received any applications for fire alarm systems for buildings 1, 2 and amenities. Did they submit directly to the Fire Department? E. Wane7famson, M Development Services City of Edmonds 425.771.0220 X 1389 har-rison@ci.ednonds.wa.us Won. -Fri. 9.00 a.m. to noon and 1:00 p.m. to 4:00 p.m. Westfall, John From: Westfall, John Sent: Tuesday, November 09, 2004 11:30 AM To: Snook, Mike Cc: Smith, Mike Subject: Pt Edwards Bldg 2 Mike: I'd like to accompany you when you make your approval to close the walls in building 2. There are CPVC piping throughout that I will be inspecting insulation to make sure we don't get broken pipes in winter. Thanks, John Wesffall, John From: Smith, Mike Sent: Wednesday, October 20, 2004 4:11 PM To: Westfall, John; Snook, Mike Subject: Pt Edwards Buildings 1 & 2 and Amenities Did a fire sprinkler hydro and cover this am. A couple of things popped out at me. 1) The storage rooms in buildings 1 and 2 have insufficient sprinkler coverage with its present design. This is due to the wall configuration. I am asking for as builts showing pendant heads instead of sidewalls. 2) The FDC's for the dry standpipe for Buildings 1 and 2 did not get installed when they should have. I am asking for as builts with approved locations. 3) The Amenities building needs the underground fire line replaced from the vault to the building with an approved pipe. The galvanized 2 inch won't work. The UG contractor has been given a list of approved pipe. The buildings needs sprinkler coverage on the 2nd floor SW deck area. All these items were written on a correction notice and given to the appropriate parties. On side note I noticed several cracks in the PT slab/ceiling of the underground garage between buildings 1 and 2. This is probably attributed to the concrete look out that settled on top of the garage and cracked. Anyway the dozen or so cracks in the ceiling and the one diagonal crack in the garage wall don't look good. ✓., :—w7_ ij Inc 1S90 CITY OF EDMONDS GARY HAAKENSON MAYOR 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771.0215 • FAX (425) 775-7721 FIRE DEPARTMENT Established 1904 www.edmondstire.org October 5, 2004 Mr. Ross Woods Triad Development 2801 Alaskan Way, Ste 107 Seattle, WA 98121 Re: Point Edwards Project, Edmonds Dear Mr. Woods: On October 4, 1 became aware of a public letter of apology authored by you to Woodway Mayor Carla Nichols for an open house at Point Edwards development hosted on September 12 and accommodating 'over 650 individuals". I inquired with you over the telephone as to the nature of your open house activities. You explained that you "cleaned up" a building still in framing stage and provided tours through the building. When I told that you could not conduct open houses as such you defended your action as within "your rights on private property". This letter serves as notice of violation to you and order to desist any future practice of 'open houses", public spectacles, or similar activities within the Point Edwards construction zone without prior Fire and Building Department review and approvals. Your actions placed your prospective clients and the public at unnecessary risk. It shall be unlawful for any person, firm or corporation to ... occupy any building, structure or equipment regulated by this code, or cause same to be done, in conflict with or in violation of any of the provisions of this code. IFC Section 109 No building or structure shall be used or occupied... shall be made until the building official has issued a certificate of occupancy therefor as provided herein ... After the building official inspects the building or structure and finds no violations of the provisions of this code or other laws that are enforced by the department of building safety, the building official shall issue a certificate of occupancy. I BC Section 110 Any person who violates any of the provisions of the IFC including those standards of the National Fire Protection Association specifically referenced in Incorporated August 11, 1890 Sister City - Hekinan, Japan the IFC as adopted and amended herein or fails to comply therewith, or who violates or fails to comply with any order made thereunder, and from which no appeal has been taken... shall severally for each and every such violation and noncompliance, respectively, be guilty of a gross misdemeanor, punishable 'as provided in ECC 5.50.020. ECDC 19.25.075 A Unless otherwise provided in this municipal code, or by state stature or other, adapted by reference, any person convicted of violating any of the provisions of the Edmonds City Code or the Community Development (Code) shall be guilty of a gross misdemeanor and shall be punished by a fine not to exceed $5000.00 and/or by imprisonment in jail for a term not to exceed one year. ECC 5.50.020 For your information, multiple events may be charged as separate violations. Appeals to this order may be made through the Building Official. For the open house event on September 12, you stand corrected and ordered. I will not pursue penalties for this past event. You are being provided the benefit of the doubt that you are now informed with regard to standards for safety and code development within the State of Washington. If you have any further questions or clarifications you may contact me at 425.771.0213 or 425.754.1829. Sincerely, John 'Wes Fire Marsl cc: Building Official Jeannine Graf Fire Chief Tom Tomberg Mayor Gary Haakenson McComas, Gary From: McComas, Gary Sent: Wednesday, July 28, 2004 8:43 AM To: Harrison, Marie Cc: Snook, Mike Subject: Point Edwards Building 1 I was scheduled to do a sprinkler system underground flush test and inspection for cover on the automatic sprinkler system in the living units and exit corridors. 1. Underground sprinkler pipe flush was not done and will be rescheduled. Contractor needs to route the 'water from the flush to a storm drain. 2. Inspection for cover of the sprinkler system: a. storage room first floor install two add ional side wall heads on north wall. b. install head in elevator equipment room, valve according to elevator inspector requirements. c. remove domestic water system lines from sprinkler piping. d. another hydro. test must be performed after all the sprinkler drops are adjusted to ceiling grade. 3. The hydro test for cover was accepted and the job card was signed. 4. None of the parking garage sprinkler system was installed. 8/3/04 Bldg.2 Witnessed five min. flush test on underground sprinkler supply pipe. Accepted GLM 8/4/04 Bldg.1 Witnessed five min. flush test on underground sprinkler supply pipe. Accepted GLM 8/5/04 Amenaties Building, 85 Pine Street Witnessed five min. flush test on underground sprinkler supply pipe. Accepted GLM McComas, Gary To: Harrison, Marie Subject: Point Edwards Building 1 was scheduled to do a sprinkler system underground flush test and inspection for cover on the automatic sprinkler system in the living units and exit corridors. 1. Underground sprinkler pipe flush was not done and will be rescheduled. Contractor needs to route the water from the flush to a storm drain. 2. Inspection for cover of the sprinkler system: a. storage room first floor install two add ional side wall heads on north wall. b. install head in elevator equipment room, valve according to elevator inspector requirements. c. remove domestic water system lines from sprinkler piping. d. another hydro. test must be performed after all the sprinkler drops are adjusted to ceiling grade. 3. The hydro test for cover was accepted and the job card was signed. 4. None of the parking garage sprinkler system was installed. Message Page 1 of 2 Westfall, John From: Westfall, John Sent: Friday, February 06, 2004 9:30 AM To: 'jcochran@weberthompson.com' Cc: Smith, Mike Subject: FW: Main and Alternate "Fireman's" Floor for elevators Jillene: Fire Department anticipates the majority of calls will warrant a direct response to the main entry on level 3. There will be a fire alarm annunciator and FD lockbox installed for access to the building. Firefighters likely will be using the elevators from this level for operations and can rapidly affect rescue if elevators have been used for egress. The secondary recall level should be the parking garage, here is our secondary response location and where the fire protection controls and valving are located. For all buildings, we ask that the elevator recalls are similarly designed: Phase one primary recall level will be to the street entrance level and secondary to the "bottom" parking level. Thank you, John Westfall Fire Marshal 425 771-0213 -----Original Message ----- From: Westfall, John Sent: Thursday, February 05, 2004 1:33 PM To: 'Jill Cochran' Cc: Smith, Mike Subject: RE: Main and Alternate "Fireman's" Floor for elevators Jillene: Thanks for the question. I'll have to evaluate the majority response grade for the buildings and location of lockbox. Public egress from recalled elevators in emergency situations and the most direct exit from the building are a secondary consideration. I will provide you with the guidelines to apply throughout the project in a day or so. John Westfall Fire Marshal 425 771-0213 -----Original Message ----- From: Jill Cochran[mailto:J0OCHRAN@weberthompson.com] Sent: Wednesday, February 04, 2004 11:04 AM To: westfall@ci.edmonds.wa.us Cc: Cara Godwin; Jin Lee Subject: Main and Alternate "Fireman's" Floor for elevators I am working on the Point Edwards Project, Building 1 & 2 and have a question regarding which floors the firemen will use for the "Phase 1 recall". Traditionally this has been the bottom level at an entry level, but our entry is on level 3. In addition, the fire truck will be parked adjacent to this upper level. To get to the lower level, you must go down the parking access drive/sidewalk. So which level would you prefer as the primary level and which level would you like designated as the alternative. If you have questions or would like to discuss this with me, I can be reached at the number below. Thank you for your help. 2/6/2004 Message s d Jillene Cochran Project Manager Weber + Thompson 425 Pontius Avenue N, Suite 200 Seattle, WA 98109 jcochran@weberthompson.com Ph. (206)344-5700 (ext. 250) Fx. (206)749-5005 visit our website http://www.weberthompson.com Page 2 of 2 2/6/2004 Message Page 1 of 1 Westfall, John From: Westfall, John Sent: Thursday, February 05, 2004 1:33 PM To: 'Jill Cochran' Cc: Smith, Mike Subject: RE: Main and Alternate "Fireman's" Floor for elevators Jillene: Thanks for the question. I'll have to evaluate the majority response grade for the buildings and location of lockbox. Public egress from recalled elevators in emergency situations and the most direct exit from the building are a secondary consideration. I will provide you with the guidelines to apply throughout the project in a day or so. John Westfall Fire Marshal 425 771-0213 -----Original Message ----- From: Jill Cochran [mailto:J0OCHRAN@weberthompson.com] Sent: Wednesday, February 04, 2004 11:04 AM To: westfall@ci.edmonds.wa.us Cc: Cara Godwin; ]in Lee Subject: Main and Alternate "Fireman's" Floor for elevators I am working on the Point Edwards Project, Building 1 & 2 and have a question regarding which floors the firemen will use for the "Phase 1 recall". Traditionally this has been the bottom level at an entry level, but our entry is on level 3. In addition, the fire truck will be parked adjacent to this upper level. To get to the lower level, you must go down the parking access drive/sidewalk. So which level would you prefer as the primary level and which level would you like designated as the alternative. If you have questions or would like to discuss this with me, I can be reached at the number below. Thank you for your help. Jillene Cochran Project Manager Weber + Thompson 425 Pontius Avenue N, Suite 200 Seattle, WA 98109 jcochran@weberthompson.com Ph. (206)344-5700 (ext. 250) Fx. (206)749-5005 visit our website http://www.weberthompson.com 2/5/2004 Westfall, John From: Westfall, John Sent: Monday, January 26, 2004 9:11 AM To: Harrison, Marie Subject: RE: Point Edwards Bldg 1 & 2 An -----Original Message ----- From: Harrison, Marie Sent: Monday, January 12, 2004 9:41 AM To: Westfall, John Subject: Point Edwards Bldg 1 & 2 Hi John: I know you are gone, but when you return would you please resign the plans for Point Edwards buildings 1 & 2. Thank you. E. Marie Harrison, CPT Development Services City of Edmonds 425.771.0220 x 1389 harrison@ci.edmonds.wa.us Mon. - Fri. 9:00 a.m. to noon and 1:00 p.m. to 4:00 p.m. Westfall, John From: Westfall, John Sent: Thursday, January 08, 2004 10:21 AM To: Bullis, Ann Subject: RE: Pt. Edwards 1 & 2 Ann: I'll be gone to Wash DC until 1/26. If you find something will you let Mike know. Thank you, John -----Original Message ----- From: Bullis, Ann Sent: Thursday, January 08, 2004 10:16 AM To: Westfall, John Subject: RE: Pt. Edwards 1 & 2 Hi John, It's really too early to tell — and depends on their responses to the last corrections. Ann Bullis Assistant Building Official City of Edmonds (425) 771-0220 Ext. 1380 bullis@ci. edmonds. wa. us -----Original Message ----- From: Westfall, John Sent: Wednesday, January 07, 2004 4:13 PM To: 'Bullis, Ann' Subject: Pt. Edwards 1 & 2 Ann: Marie said Cara was resubbing this Friday. Do you think I will have concerns with those changes? John Westfall, John From: Westfall, John Sent: Wednesday, January 07, 2004 4:13 PM To: 'Bullis, Ann' Subject: Pt. Edwards 1 & 2 Ann: Marie said Cara was resubbing this Friday. Do you think I will have concerns with those changes? John architecture interior design planning landscape graphics Bla'rie J. Weber n Scott E. Thompson — Kristen M. Scott n Donna J. Shu nan ASD Steven G. Price . Rick E. Nshno a Cattianne eenotto r as_< Mvitly Black Chris Gotten S. Jin Lee Brian Stick i Jim Westoott r 1 I[g F " p WEBER+THOMPSON P L L C November 26, 2003 John Westfall, Fire Marshall City of Edmonds Edmonds Fire Department 121 5`h Avenue North Edmonds, WA 98020 RE: Point Edwards — Buildings 1 & 2 (WT Project # 01-080) Response to Plan Review Corrections Plan Check Number: 03-364 Dear John, In response to City of Edmonds Plan Review Corrections from November 7, 2003, please, accept following clarifications and explanations. This letter also states action/ remedy taken in response to your review. 1. The "2003 IFC" has been added to the list of codes. Please see Sheet A0.0. 2. The "Fire connection permit is required. See General Notes" note has been added to sheet A0.0. 3. The deferred submittals have been revised to include Fire Protection Standpipe System, Fire Alarm System, Site and Building Fire Protection Footprint, and Life Safety Plan/Fire Safety & Evacuation Plan. See sheet A0.0. 4. The sprinklers have been revised to NFPA 13 where applicable. The Fire Alarm note has been clarified as requested. Please refer to A0.0. 5. Thank you for the information on NFPA 13 automatic sprinkler system. 6. The �general notes have been revised as requested. Please see Sheet ,..4A A'�' 425 Pontius Avenue N Suite 200 Seattle WA 98109 0 206 344 5700 f 206 749 5005 www.weberthompson.com John Westfall November 26, 2003 Page 2 7. The elevator shaft is no fonger pressurized, and therefore we no longer required the standby power systems. The emergency power for the lighting will be provided with battery back-up. 8. A schedule for interior finish flame spread class and classification has been provided on Sheet A8.5. 9. A signage schedule has been provided on sheet A8.5 for the applicable signage. 10. The Fire Prevention Superintendent during construction is: Lonnie Oldham \ Longitude 122, L.L.C. Cell: 425.766.0631 Home: 425.881.7635 Office: 206.770.9713 11.A door number has been added to the storage area adjacent to the elevator shaft. Please see sheet A2.0. 12. Battery back-up has been added to a portion of the 48" fluourescent light fixtures in the garage area. Egress illumination in corridors and exit access per the plans. Please see sheets A2.0-A2.11. 13.The illuminated exit sign has been added at the turn in the corridor. Please see sheet A2.8. 14. Fire extinguishers have been added as requested. Please refer to sheets A2.0, A2.4 and A2.8. 15.Information for door C113 has been added to sheet A8.5. This opening will not be utilized for emergency egress. 16. Electrical will be submitted as a deferred submittal. A note has been added to the common storage areas to provide electrical outlets in the common area of storage units. Please see A2.0, A2.4 and A2.8. 17.Please refer to Sheets A7.1 and A7.1A for the Class 1 standpipe and roof hatch in Stairs #2 and #4. 18. The electrical note has been revised to state dwelling hallway in lieu of corridor. Please refer to A6.x sheets. 19. The "Master Bedroom" callout has been removed from sheet A6.7. 20. The "Light Court" has been called out on sheet A6.14. 21.The second bathroom in Unit KK has been correctly labeled. Please see A6.15. John Westfall November 26, 2003 Page 3 22. The elevator shaft is no longer pressurized. 23.The signage is only a requirement for stairways connecting more than 3 stories. The stairways connect three or less stories, and therefore is not a requirement for this project. 24.Please refer to Sheets A7.1 and A7.1A for"the Class 1 standpipe. Please feel free to contact me if you have any questions. Sincerely, \ 0m, ra Godwin, Job Captain Weber + Thompson MEMORANDUM Date: November 7, 2003 To: Ann Bullis, Assistant Building Official From: John Westfall, Fire Marshal` 1 PC #03-364 Point Edwards uildin s #1 & #2 Subject: 61 Pine Street & 71 Pine Street The Fire Department provides the following comments reviewed under approved alternate design proposal and 2003 International Codes. Plans resubmittal is required. /1. Sheet A0.0 PROJECT DATA Building Code: Add "2003 IFC" (Building Div. Comments #3) /2. SheetA0.0 PERMITS Add: "Fire connection permit is required. See General Notes" 3. Sheet A0.0 DEFERRED SUBMITTALS W13.1. Add Fire Protection Standpipe System (may combine with sprinkler permit if systems are integrated) -I'S.2. Add Fire Alarm System (Building Div. Comment # 1) ✓ 3. Add Site and Building Fire Protection Footprint .4. Add "5. Life Safety Plan / Fire Emergency Guide. See General Notes" 4. Sheet A0.0 CODE COMPLIANCE (Building Div. Comments #23) Allowable area calculations include 200% increase for sprinkler protection with an NFPA 13 system. Exemptions to Areas of Refuge and Elevator Lobby requires installation of an NFPA 13 ::�ystem (IFC 903.3.1.1). 1. Correct SPRINKLER notes to read: "Per NFPA a-3R 13, as required by IFC 903.3.1.1" 4.2. Correct FIRE ALARM notes to read: "...have visible and audible alarms per sestieR 907.9.2 WAC Barrier Free Code 5. For information only: NFPA 13 automatic sprinkler system will require that attic/roof joist spaces be protected or limited in size and sometimes provided with noncombustible insulation. Combustible overhangs, soffits, canopies and similar horizontal features exceeding 4' in width will require automatic fire protection underneath. 6. Sheet A0.1 GENERAL NOTES 6.1. Add: "Temporary heating equipment utilized during construction shall be listed and labeled in accordance with the IMC or IFGC. Fuel storage and supply piping must be approved." IFC 1403 City of Edmonds Sb Office of Fire Marshal 6.2. Add: "Fire Connection Permit shall be submitted and approved prior to, and in coni unction with civil work. Fire protection Underground design must be stamped by registered PE or a Level III (WA) fire sprinkler contractor AND the installer must also stamp the plans. The installer must be either Level III or Level "U" fire sprinkler contractor licensed by the State. Provide three copies of plans showing all valves, vault location post indicating valve fire department connection and piping to include size and material hydraulic calculations thrust blocking with calculations, pipe bury depth and any and all other materials used." RCW 18.160.070 ,6.3. Add "Life Safety Plan / Emergency Guide describes the location, function and use of fire Y protection equipment and appliances, accessible to residents, including fire alarm systems smoke alarms and portable fire extinguishers. The guide shall also include an emergency evacuation plan for each dwelling unit. Accessibility for egress is also provided where no areas of refuge are provided. Copies shall be provided for every tenant prior to initial occupancy. Contact Fire Prevention Division 425 771-0213 for standardized template" IFC 408.9.1 ✓6.4. Add: "Class I Standpipe System shall be installed in accordance with NFPA 14. A separate Fire Protection System permit may be eliminated where the piping and supply functions are shared with automatic sprinkler system" ,//6.5. Add "A record of completion for fire alarm systems in accordance with NFPA 72 verifyin that the system has been installed in accordance with the approved plans and specifications shall be provided. Provide operations, testing and maintenance / instructions and as-builts and equipment shall be provided at the FACP" IFC 907.18 •/ 6.6. Add: `Provide Address numbers placed in a position that is plainly legible and visible from the street or road fronting the property. Address numbers shall be numerals that are a minimum of 4 inches high with'/Z inch stroke on contrasting background." IFC Section 505 ✓6.7. Add: "Provide access kevs for building common, mechanical areas and roof hatches installed in Fire Department keyboxes for fire -fighting and lifesaving purposes at a approved location(s). Contact Fire Prevention Division at 425 775-7720 for further information and letter of approval." IFC Section 506 /.8. Add: "The installation of security gates across fire apparatus access road shall be approved by the fire chief." IFC Section 503.6 /7. Provide specifications for emergency and standby power systems, including fuel supply, storage, and piping, as applicable. IFC Section 604 Provide schedule of interior wall and ceiling finishes that meets the minimum R-2 requirements from IFC Table 806.3 /9. Provide signage and labeling schedule, including traffic, parking, emergency road address, stairway, elevator, electrical, fire protection and detection system control areas, room identification, safety caution and hazard warning identification, and other required and intended signs for installation on this project within and without the buildings. IFC 510.1 9.1 References include COE Standard Details E8.3, IFC sections 503.3, 505, 510, 605.3.1, 606.7, 607.2, 703.2, 905.7, 906.5, 909.15, 912.4, 1011.3-1011.5, 1019.1.7, and Appendix D 103.6. 10. Provide name and contact information for owner's designated Fire Prevention Program Superintendent. Superintendent may contact the Fire Code Official at 425 771-0213 for approval of prefire, training, fire protection, and other minimum fire protection requirements during construction in accordance with IFC Section 1408 and with regard to IFC Sections 1409 thru 1417. A plan for site security will be desirable. i11. Sheet A2.0 Callout door identification to STORAGE area adjacent to elevator shaft. /12. Sheets A2.0-A2.11 Fire & Life Safety Key ✓ Callout integral emergency power for 48" fluorescent light fixtures in garage area, or provide means of egress illumination appliances throughout garage. Corridors and exit accesses require means of egress illumination per IBC 1006. 13. Locate exit signs readily visible from any direction of egress travel, placing so that no point in the exit access is more than 100 feet, or the listed viewing distance for the sign, whichever is less. IBC Section 1011 Sheet A2.8 -� 13.1. Provide dual -faced illuminated exit sign at turn in corridor at matchline 15.4/135.5 14. Provide portable fire extinguishers with a minimum 2A:10B:C-rating no greater than 75' in travel distance from any location in the building. Fire extinguishers should be placed to remain unobstructed, unobscured and conspicuously located per IFC 906. Add extinguishers at following locations: Sheet A2.0 ?✓14.1. Matchline 1/D.2 inside garage door /14.2. Matchline 5.3/D.3 in garage adjacent to door C107 ,o,,14.3. Matchline 2/6.5 at east corridor exit �heet A2.4 '4. Matchline 9.4/D.2 Bldg 2 fire wall ".5. Matchline 11/6.5 at east corridor exit ✓ 14.6. Matchline 13.8/D.2 in garage adjacent to door C117 Sheet A2.8 14.7. Matchline 17/D.2 in garage adjacent to door C122 14.8. Matchline 21/D.2 inside garage door 15. Sheet A2.4 Verify or correct identification of sliding door in fire wall shown as C113. (Building Div. Comments # 14f) Sheet A8.5 ✓ 15.1. Verify or correct fire wall assembly C113. Callout fire rating and door type in 2 hr fire wall. The assembly Door C113 must meet standards provided in IBC Section 715 for Opening Protectives. (Building Div. Comments # 14f) /15.2. Provide specifications sheet for this assembly. ,-f5.3. It appears that Door C113 is automatically -closing with actuation of smoke detectors on either side of assembly. This opening shall not be utilized in emergency egress path calculations or planning. 16. Sheets A2.0, A2.4, A2.8 Make electrical outlets available in common area of storage unit(s). ✓17. Stairs 2 & 4 require the following: Provide Class I standpipe risers located from the garage to the roof or at the highest landing of stairways, and provide stair access to the roof (or roof hatch) per IFC Section 905 ,/ 18. A6 Sheets Electrical Notes Correct: "4. ...detector shall be located in serFideF dwelling hallway as shown on plans." ,/1'9. Sheet A6.7 Clarify "Master Bedroom" location called out within dining/living area for Unit D. . Sheet A6.14 Callout "Light Court" Z1. Sheet A6.15 Correct label for Bathroom #2 in Unit KK. 22. Sheet A7.0 Per Building Div. Comment #67, contact Fire Marshal at 425 771-0213 to arrange Building/Fire plan and requirements regarding smoke control and elevator shaft /' pressurization. 22.1. Correct NOTES 6. referencing Seattle Electrical Code. 22.2. Add NOTE: Elevators shall be provided with Phase I emergency recall operation and Phase II emergency in -car operation in accordance with ASME A17.1. 23. Sheet A7.1 Provide sign at each floor landing designating the floor level, terminus of the top and bottom of the stair enclosure and the identification of the stair. The sign shall also state the story of, and the direction to the exit discharge and the availability of roof access from the stairway for the fire department. Locate the sign 5 feet above floor landing in a position which is readily visible when the doors are in the open and closed positions. IBC 1019.1.7 J24. Class I Standpipes are called out in stairs 2 & 4 on A sheets. Revise stair plans & sections to reflect this arrangement. Include Stair 4 in your plan details. Cc: Ross Woods, Point Edwards LLC, fax 206 374-0415 .Cara Godwin, Weber + Thompson Architects, fax 206 344-5717 Bruce Moe, Longitude 122 LLC (GC), fax 206 770-7761 11 Westfall, John From: Bowman, Duane Sent: Friday, November 07, 2003 1:56 PM To: Tomberg, Thomas Cc: Westfall, John Subject: RE: Point Edwards Bldgs. 1, 2 and Amenities Tom/John Thanks for the prompt reply! Thanks, Duane -----Original Message ----- From: Tomberg, Thomas Sent: Friday, November 07, 2003 12:59 PM To: Bowman, Duane Cc: Westfall, John Subject: RE: Point Edwards Bldgs. 1, 2 and Amenities DB: John expects to complete 1 and 2 by tonight, and Amenities next week. Thanks. TT -----Original Message ----- From: Bowman, Duane Sent: Friday, November 07, 2003 10:16 AM To: Tomberg, Thomas Subject: FW: Point Edwards Bldgs. 1, 2 and Amenities Tom, Can you look into this for us? Thanks, Duane -----Original Message ----- From: Graf, Jeannine Sent: Friday, November 07, 2003 9:48 AM To: Bowman, Duane Subject: FW: Point Edwards Bldgs. 1, 2 and Amenities Director FYI -----Original Message ----- From: Harrison, Marie Sent: Friday, November 07, 2003 9:48 AM To: Graf, Jeannine Subject: Point Edwards Bldgs. 1, 2 and Amenities JLG: Fire review on Point Edwards Buildings 1,.2 and amenities was due 11/5/03. I have not heard from Fire. E. Marie Harrison, CPT Development Services City of Edmonds 425.771.0220 x 1389 1 harrison@ci.edmonds.wa.us Mon. - Fri. 9:00 a.m. to noon and 1:00 p.m. to 4:00 p.m. of EDM City of Edmonds 0 PLAN REVIEW COMMENTS BUILDING DIVISION Fsr. t s9° (425) 771-0220 DATE: October 22, 2003 TO: Cara Godwin FAX: 206-749-5005 FROM: Ann Bullis, Assistant Building Official RE: Plan Check # 03-364 Project: Point Edwards Buildings 1 & 2 Project Address: 61 Pine Street and 71 Pine Street I N'T c&„,9.;7 a-T v" 173 AL-0 6 1 - U-. 1`— - ,e ws--'ow"Incf C; O, E ,1I , t+k; L, L-2. GO Below are combined review comments from myself and the City's consultant. Please respond in writing to each item and include the location(s) of the changes to expedite the re -review. Please resubmit 3 sets of plans/documents and written comments to Marie Harrison, Senior Permit Coordinator. NONSTRUCTURAL 1. Please add the following additional items to the Deferred Submittals list on Sheet A0.0: a ire Alar ide Sewer, State Elevator (State Labor and Industries), State Electrical (State Labor and Industries), Landscape Irrigation (City Public Works Department) 2. Special Inspections IBC 1704.1.1: a. The list of special inspections shown on Sheet A0.0 needs to be modified relative to the new 2003 IBC criteria. It should be coordinated with Sheet S 1.2. IBC 1704.4 and 1704.7 b. EIFS installations now require special inspection. IBC 1704.12 c. A new Quality Assurance provision is required, which will also be specified in the structural comments since engineer has to prepare criteria to be followed. IBC 1705.1 d. Notes should also make it clear that the "Design Professionals in Responsible Charge" need to review these deferred items. For instance, the last paragraph on Sheet S 1.1 under "Shop Drawings" needs to state that the engineer will indicate in writing that they meet the design concept before submitting them. IBC 106.3.4.1 e. Final inspection reports are required from each special inspection firm. IBC 1704.1.2 f. Complete the enclosed Special Inspection and Testing Agreement and return for Building Official approval. One form must be submitted for each special inspection firm for this project. The property owner, general contractor and special inspector must sign the form. 3. lease revise the Project Data notes on Sheet A0.0 and A0.1 to list the following codes per the Alternate Design, and also reference the Alternate Design approval letter from the a uilding Official dated 10/8/03 on the plans: a. 2003 International Building Code '`Ac(,�s16,``r b. 2003 International Mechanical Code (including the 2003 IFGC, and NFPA Standards 54 and 58) c. 2000 Uniform Plumbing Code with State Amendments (effective 7/l/02) d. 2000 edition of the State Barrier Free Code (effective 7/l/01) e. 2000 State Ventilation Indoor Air Quality Code (effective 7/1/01) f. 2001 second edition of the Washington State Energy Code (effective 1/1/03) „_ig. 2003 International Fire Code h. Edmonds Community Development Code (current edition) i. 2002 National Electric Code with State amendments 4. Project Data notes for structural should change the Earthquake Zone and Seismic Zone to a "Seismic Design Category" of D and reference the Sheet 51.1 for more specifics. The note on wind speed should state 85 mph, 3-Second Gust. IBC Figure 1609 5. The "Occupancy" Note on Sheet A0.0 should state that there are incidental and accessory occupancies with separations required for the mechanical and trash rooms. IBC 302.1 and 302.2 6. To determine if this building is 3 stories or 2 stories with basement, provide story calculations for each building per IBC Chapter 2 for definition of a story and basement. Also, if it is determined that Building I (VB construction) is 3 stories, it must be noted on the plans that the building will be sprinkled for a height increase as well as for allowable area increase. 7. Code Compliance notes on Sheet A0.0: a. The notes on this sheet are contradictory and need coordination. For example, construction type is noted on the plans as VB for Building 1 and VA for Building 2, however the allowable area calcs use the base allowable area for a VA building. Also, another note shows "Building 1 (VB) Additional Requirements" which need to be applied throughout the Building 1 plans and details. Please revise/clarify. b. Provide a mixed occupancy ratio for the lowest floor to show that it is below 1.00 (IBC 302.3.2) c. Please revise the floor areas for each floor to include decks and covered areas. These areas must also be included in the allowable area. 8. Throughout the plans revise fire separation details and labels to reflect IBC terminology. For example, the area separation wall is now a fire w IBC 705). Note the locations of fire barriers (IBC 706) n t e oor p ans to 'show assemblies and on sections to show the horizontal assemblies, for occupancy separations, incidental use areas, exit passageways, exit enclosures, shaft enclosures, etc. Similarly, note the locations of fire partitions (IBC 708) for walls separating dwelling units, walls separating sleeping units, corridor walls, etc. 9. As discussed in our previous meetings, for each exterior exit, show path of exit travel once the occupant exits the door. For example, exit door C206 leads to an egress path adjacent to patios. Clearly show the extent of the patios (coordinate with landscape plan), width and material of egress path to the public way. There is also concern that the egress path could be blocked or obstructed by tenants expanding their patio area into the egress path area. How will this be addressed? 10. The exterior exit stairways shown on the site plan refer to the landscape plans for details, but no details were provided. Provide stair construction details including construction materials, rise, run, grippable cross-section, landing size (landings area required at the top and bottom of each stairway — winding stairs would not be permitted, therefore the landing Page 2 of 11 must meet IBC 1009.4 before the next stairway begins), etc.. 11. Specify the width and slope of the asphalt egress path. This path must also be accessible. 1This was also called out as a comment on the civils and must be coordinated. 12. Specify door hardware groups on the door schedule and describe each door hardware group on the plans (e.g. locking device, handle style, type of latch release, etc.) 13. Provide through -penetration fire -stop details, including listing numbers (e.g. from UL, Hilti, etc.) 14. Fire doors (general coordination needs to be made between the door schedule and reference numbers on the floor plans, and also need to be changed relative to the IBC — the following are examples): a. Door C123 must be 60 minute rated (IBC Table 715.3) b. Door C105 and C116 must be 60 minute rated (IBC 3006.4) c. Doors to trash enclosure access rooms must be 60 minute rated (e.g. C111, C303 and C308) (IBC 715.3) d. Unit entry doors on the plans are noted as U01 and UO3, however they are noted as U101 and U103 on the door schedule. Please coordinate. e. Door C 102 must be 60 minute — see comment to continue fire barrier to grid line 1. f. The fire wall has an opening C 113 at grid line 114, but it has no rating shown on the door schedule. It must be 90 minute rated (IBC Table 705.4 and 715.3). Also, provide calculation on the floor plan for this door showing that it does not exceed 120 sf nor 25 % of the length of the wall (IBC 705.8). Also, provide manufacturer's specs for the door, provide a section detail showing installation requirements, and note on the plans how it will be activated. g. The door number is missing at unit J (both of them) on sheets A2.5 and A2.9, and at Unit K sheets A2.6 and A2.10. 15. Provide the door specifications for the fire rated doors that are pairs (e.g. C107, C122, C307, C301, UO3, etc.). The information must include the requirements where the two doors come together to maintain the listing of the door. For example, if a center post is required for the doors to the trash enclosure, it may inhibit the removal of the trash receptacles from the room. 16. Provide individual protection of structural members in accordance with IBC 714.2. Clearly note which structural members need individual protection and provide listed and tested assemblies for structural members within wall/floor-ceiling assemblies as well as for exposed interior and exterior structural members. 17. Wall type W-4A noted for the fire wall on Sheet A2.4 must be a 2 hour wall assembly. Please provide a 2 hour wall detail on the plans. Also, please provide complete construction detail of the fire wall from slab through the roof deck showing the wall is continuous per IBC 705.6. 18. Add wall type W7 reference to the east wall of unit JJ sheet A2.8 to separate dwelling units. 19. All walls separating dwelling units from other dwelling units and from common areas (such as stair enclosures, elevators, corridors, etc.) must meet an STC rating of 50 or more. The wall and floor -ceiling assemblies applicable in these areas must be listed and tested to meet this requirement. Please revise sheets A8.0, A8.1, A8.2 accordi 7 20. Where sleeping units (bedrooms) adjoin one another within th same dwelling, a 1-hour fire partition is required. Reference the appropriate wall type on t e p ans w ere t is occurs (IBC 708). 21. The occupancy separation must continue along Grid Line B.6+ to Grid 1 on Sheet A2.0 Page 3 of 11 since this area is covered with a slab above and the occupancies can still affect each other across the passageway. IBC 302.2 22. If the Electrical Rooms contain transformers, the type should be described so that it can be determined if it requires a fire -resistive "vault" by the National Electrical Code. 23. The fires rinkler astern - - (not 13R as shown on Sheet A0.0) to allow the foll wing (clearly note on Sheet A0.0 all items where the sprinkler system allows reduction for each building, since they are different types of construction): a. Allowable area increase per IBC 506.3 b. Barrier Free areas of evacuation assistance per WAC 51-40 Chapter 11 c. Allowable unprotected openings per IBC 704.8 (see comment # ). d. Required openings for Fire Department access at garage IBC 903.2.10.1 e. Dwelling unit and sleeping unit separation. IBC 708.3 exc 2, and 711.3 exc. 24. All accessory uses must be noted on the floor plans (IBC 302.2) such as storage areas, sprinkler rooms, electrical room, etc. 25. Clearly show on the site plan, floor plans and section views that there will be no surcharge imposed on the foundation walls from the road. 26. The intersection of local vertical and horizontal fire barrier or incidental barrier separations should be detailed on the plans so that special aspects are incorporated. Section 706.4 27. Show the garage ventilation will be provided, including location, size of exhaust fan, shaft construction, and location of exhaust outlet. IBC 406.4.2 28. Note on the plans and applicable garage sections that the minimum ceiling height in the garage must be 7'0" from finished floor to any obstructions such as fire sprinkler heads/lines, plumbing, ducts, beams, etc. IBC 406.2.2 29. Detail the size and extent of the actual opening from all casement windows such as LL so that we can determine that they provide enough opening for ventilation and for emergency escape and rescue. Sections 1203.4 and 1025.2 ,�,30. All the smoke detectors in any one unit should be detailed to be interconnected. IBC Section 907.2.10.3 31. Performance Specification for the level of heating to be provided should be on the plans. Section 1204. The State Energy Code has requirements too in Sections 302, 502 and 503. All performance specifications should be specific, however, rather than a reference to these sections. 32. There are a number of notes on all the A6.- Sheets that need to be revised: a. Note 7 should refer to the IBC. b. Note 10 should refer to Edmonds instead of DCLU 33. Reprinted concrete notes in 1 & 2/A8.2 should reference IBC Tables 720.1(2) and 720.1(3) respectively. 34. However, for concrete, instead of giving the 4 choices, the walls should be keyed to siliceous aggregate concrete since the other aggregate types are not available in the Puget Sound. [Although not relevant on this project, for future information, the architect should note that for masonry here in the Puget Sound, they use so-called 50-50 block that is halfway between expanded clay and limestone, cinders and so forth. However, if block is not grouted solid, then deeper block may be necessary to achieve the minimums shown.] 35. The protection to one -hour construction of the R-Control Structural Insulated Panels should be included with this set. The Structural Notes referred to a NER report # 551 which I downloaded from this URL: htip://www.bocai.org/boca-es/pdf/551.pdf. The Architect should reproduce pages 7 and 8 to justify the construction type from this link. I am Page 4 of 11 assuming that the deferred submittal will provide more details. 36. Fire resistive construction material details need to include through penetration fire stops including for wall and floor penetrations. Sections 712.3, et seq., 712.4.1, et seq., 712.4.2 Please be aware that insulation is not approved for fire blocking around through penetrations as stated in some of the details on Sheet A8.0 Note that if these are part of a deferred submittal, the performance standards need to be given on this sheet. 37. Note, however, if metallic pipes and conduits are going to penetrate the wooden floors or concrete slabs, then they need to be rated for both temperature and fire rating, unless they continue in walls after they pierce the floors. Section 712.4.1.2. Practically, and from first hand knowledge, I can attest that it is virtually impossible to find one in U.L. directories or ICC or ICBO Evaluation Reports. This should be solved now. If the penetrations are metallic and only pass through one floor, then grout around the pipe is allowed by Exception 2, for 712.4.1. 38. Fire blocking should be shown in details such as 7, 7A, 9, 11 and 12/A8.0 to limit the gap space through which fire could spread in the cavity between the framing to 10 feet measured horizontally and vertically at floors and ceiling levels. Section 717.2.2 39. Also the gap between the floor joists such as on Sheet 56.2 should be filled in with fire blocking. 40. The trash chute enclosure should be detailed so compliance can be verified with Section 707.13. Show continuity of wall type W 11 through floor cavities, suspended ceilings and so forth. Section 707.4 41. The doors into the trash chute enclosure need to be changed to 3/4-hour from the 20-minutes called out on Sheet A8.5. Section 707.13.3 42. All of the doors into the Trash Chute room, the openings to the chute itself and the doors into the Trash Rooms (C107 and C122) need to be listed as self -closing, or automatic - closing upon the actuation of smoke detectors connected to the fire alarm control panel. Sections 707.13.3 and 907.10. Note that heat -activated closing devices are permitted at the bottom of shafts where they terminate in the Trash Rooms. 43. Drainage is needed from the Light Courts in both buildings. Section 1205.3.3 44. The walls opposite each other in the light court are required to be protected to one -hour construction. Table 602 45. These Light Court walls have windows L or LR on the second and third floor, which are about 25 s.f. in area each. The wall area in which these windows are is approximately 99 s.f. each. This means the window is one quarter of the wall area. Since this building is sprinklered, Section 704.8.1 allows one to use the "protected" openings classification column in table 704.8 to determine if protection is required. The openings are limited to 15% of the wall area on the second floor where the imaginary line is 5' from each window wall and 25% of the third floor wall area where the imaginary line is 10' from the one window wall. Since the second story condition is not acceptable, the windows have to be protected to 3/4-hours and be so designated on the plans. This will complicate the natural ventilation requirements of Section 1203.4.3. I believe that mechanical ventilation could be used. IMC Sec. 403 There are two smaller 11 s.f. windows (DD, by my reckoning) on the Kitchen side of the court and a 21 s.f. door on the corridor side on the second floor in these Light Courts. But since the distance between these walls is 11' rather than the 10' for the other two walls, Page 5 of 11 they can be 25% of the wall area without protection. The bottom line is, if the light court were made I square up to the sky, then all openings could be unprotected. 46. The method of protecting penetrations by laundry exhaust ducts or toilet room and kitchen hood ducts should be explained in detail since the floor and roof space seems too small to use fire or radiation dampers. Flexible ducts are not allowed to penetrate any fire -resistive assembly either. Sections 716.5 and 716.7 47. The doorways into the Elevator Rooms should be shown as one -hour fire assemblies instead of the 20 minute assemblies shown. Section 3006.4 48. If elevator control equipment is within the Elevator Rooms, then a means of automatic disconnect is required for the mainline elevator power supply prior to application of the water. Section 3006.4 49. General Note A on Sheet A8.3 should specify "recognized test agency" instead of . "assembly." Section 1703.L Note G should be removed since hardware schedule is required. 50. Glazing in all doors including the sliding door and side panel should be shown with impact glazing. Section 2406.4, Item Nos. 1 and 2 51. All glazing in doors and within 24" of either side of doors, and within 18" of the floor without guardrail protection on both sides should be specified as safety glazing. Section 2406.3 52. The roofing should be specified as being a minimum of Class B fire resistance rating and that the listing has to include the insulation, including foam plastics. Table 1505.1 and Section 2603.4.1.5 53. The insulation shown on the bottom of the concrete slab, Designs f2 and f4/A8.1, have to be specified for a flame spread of 75 or less and smoke developed index of less than 450, and have to be provided with a specifically identified thermal barriers for the foam plastic material. Section 2603.4.1. The method of connecting the plastic so that it doesn't fail for 15 minutes minimum in a fire test should be given. 54. Where minimum light for habitable spaces is provided with artificial light, on the enlarged floor plans note the requirements for these areas and which rooms it applies to. IBC 1205.1 & 1205.3 55. The hardware schedule should be included and cut sheets should be provided in order to prove that they are openable from the inside with only one turn of the knob or lever. Section 1008.1.8 56. Pairs of corridor doors into Units K and L need to be self closing with coordinator and contain latches and automatic flush bolts in the inactive leaf. Section 715.3.7 57. Barrier gates shown on the second level in Stairway 2 in Building 1 and Stairway 4 in Building 2 cannot encroach more than 7" into the landing. A redesign is required. Section 1008.1.5. 58. But, those doors facing into the corridor and regular corridor smoke assemblies need to be identified as having passed the U.L 1784 leakage rating test outlined in Sections 715.3.3 & 715.3.5.1 59. Corridor doors also need to be labeled with the letter "S" on the door label along with a note that gasketing is required around the door and frame in order to be in compliance. Section 715.3.5.3. I read this to require gasketing along the rabbet between the active and inactive leaf in Units L. Page 6 of 11 60. The winding steps in Units B2 Alt and also shown on 3/A7.0, cannot come to a point and need to be redesigned. There has to be a minimum 6" tread depth provided. Section 1009.3, Exception 5. 61. The width of the smaller tread at the intersection of the middle handrail of the winding steps on Sheet A6.3 should be dimensioned as 6" too. 62. It is not clear to where the exit discharge out of the exit passageway extensions to the parking garage lid goes or how one gets off the lid itself. A pathway has to be established so that it is clear how one gets to the public way (or 50' away from the building). Sections 1023.1, 1023.5 and 1023.6. I am not able to see how the grading plan on A1.2 works since it seems that only the third level goes on the bridge — see Sheets A3.1 and A4.0. 63. Complete the reference detail and sheet number on the section located near grid 3 on Sheet A2.2 64. Provide guardrail construction detail for the pedestrian bridges. If the bridges slope more than 1:20 handrails are also required. 65. On the site plan provide the following statement. Since height calculations are based on a datum point of mean low low water, until street monuments/bench marks are installed so that the building inspection staff can conduct height checks for the buildings, height calculations must be verified and stamped by a State licensed land surveyor and documentation provided to the City Building Division prior to framing approval for each building. 66. Although Plumbing and Mechanical are to be deferred submittals, the following plumbing and mechanical code issues must be addressed on the plans since they affect fire and life - safety issues, or affect possible future issuance of a foundation -only permit. a. A minimum 30"00" access area is required for mechanical equipment. Some of the dwelling units are configured so that a mechanical unit (HWT or Furnace) must be removed in order to service other mechanical equipment. b. What type of heating system will be used and what will the fuel type be? Also, some of the dwelling units show a furnace and some do not. Please clarify. c. Underground plumbing plans showing all under slab utilities, size of floor drains, and elevations of waste lines to verification of utility depth. Also, the garage floor drains noted in the Engineering Division comment #5 must drain to an approved oil water separator. Show location on plans and provide sizing information. d. Show location of all shafts and provide listed and tested assemblies. Also provide details for horizontal shafts within joist bays and at soffits. e. The location of most laundry dryers in the units will require special detailing for duct diameter and extension to the exterior. Construction details for dryer ducts should also be given. IMC Section 504.6. This should be solved now so that the ducts are installed within the building construction will be correct for the length of their run including bends and for distance to building openings from the exhaust openings. IMC Section 504.6.2 f. No vents or chimneys are shown for the fireplaces. Since some pass through two levels, they also need to be shown enclosed in shafts. g. Additional comments may be forthcoming when final details are submitted for review. 67. Since a smoke control system will be provided for elevator pressurization (notes on Sheet A7), the following will be required with the mechanical plans: Page 7 of 11 a. Provide a control diagram that includes all devices involved in the smoke control system such as mechanical, electrical, fire alarm, smoke detection, etc. b. How will the smoke control system be activated? c. The smoke control system must be provided with 2 sources of power. How will be secondary source of power be provided? d. The Fire Alarm and Electrical permits have already been issued for this project, therefore revisions must be submitted and approved for the change to a smoke control system. e. Per UBC 1701, special inspection of the smoke control system is required as follows: i. During the installation of ductwork and prior to concealment for the purposes of leakage testing and recording device location, and ii. Prior to occupancy and after sufficient completion for the purposes of pressure difference testing, flow measurements, and detection and control verification. f. Who will the special inspector be? Prior to issuance of the mechanical permit, complete a special inspection agreement and return for approval. g. Provide a testing scenario that includes the typical smoke control mode as well as what happens when various components of the smoke control system fail. Provide a list of compliance reports that will be part of the special inspection. Also provide a maintenance schedule for tI A meeting will be required with the City Fire and Building Departments to discus the smoke control system, testing, special inspection and maintenance with the 68. As stated in the Alternate Design approval, the 2000 edition of the State Barrier Free Code (effective 7/1/01) is the accessibility code used for these two buildings (remove references to other codes from the plans). a. Reference barrier free parking details on Sheet A10.1 on the floor plans at the parking stalls. b. Provide a barrier free crosswalk (44" min. width) from the access aisle of the barrier free parking spaces to the lobby entrance door that leads to the elevator (both buildings). c. The Exemption to Area of Refuge note on Sheet A0.0 needs to be revised to reflect WAC 51-40-1104.1 for Areas of Evacuation Assistance. An NFPA-13 Sprinkler system and approved fire and life -safety plan is required. 69. Provide Prescriptive Energy Forms showing compliance to one of the options applicable to R1 occupancies (see enclosed). All energy forms can be obtained from the following websites http://www.neec.net/documents.htm and http://www.energy.wsu.edu/code/code_ support _2003.cfin. Coordinate minimum insulation and glazing U-values on the plans and schedules. 70. Note and show on the plans how whole -house -ventilation systems will be provided in each dwelling unit. Page 8 of 11 STRUCTURAL Quality Control and General Comments 1. A list of proposed Special Inspectors and/or Testing Agencies to do this work should be provided for your review before permit issuance. Section 106.3.5. The architect could provide this with the recheck so that you may investigate their credentials and approve of them. They should be those listed with the Washington Association of Building Officials, where applicable. 2. The second paragraph under "Contractors" on Sheet S1.1 should identify this requirement as being a "deferred submittal" having to meet the requirements of Section 106.3.4.2. 3. Under "Design Loads", "Wind Design" is mentioned twice which isn't a big problem, but the notes should also give the wind speed-up effects coefficients. This is so the design suction pressures on deferred roofing, glazing, siding and their connections and so forth are multiplied by the applicable factors. Section 1609.1.1 4. The larger units on the second and third stories of these buildings have decks that are larger than 100 s.f. in area and the note on Sheet S1.1 should reflect that they have to be designed for 100 psf. Table 1607.1, Item No. 5. 5. Under the category of "Submittals", the deferred subcategory notes should make it clearer that the SER will make a notation on the submittals that they have been reviewed and found to be in general conformance with the design of the building. Section 106.3.4.2 6. Under the category of "Special Inspections"(SI) for Steel, the reference to Chapter 17 would be better done by giving the specific reference to Table 1704.3. 7. Also, there should be a reference to High Strength Bolts too. Section 1704.33. 8. There is a reference to some Wood Special Inspections. I doubt that WABO has such a category, so you will have to do the review of candidates to ensure they are qualified. Section 1704.1 9. The "Special Cases" portion of the SI List should refer to ICBO or ICC Evaluation Reports. ICBO ES Evaluation reports for mechanical and possibly adhesive types of anchors need to be obtained in order to have specific SI details that are more extensive than what is written on the plans. If the engineer has a particular product in mind, the engineer should search one ICC web site which URL is https://www.icbo.org/ICBO ES/es-search.html and attach at least the first 2 pages to the plans. For instance, Hild Anchors have ER # 5193. 10. For Structural Observation, the note on Sheet S1.1 or a separate document submitted before permit issuance, should outline at what stages of construction will the Observer go out. Section 106.3.4.4.1 11. A new Quality Assurance Plan for Seismic Resistance has to be prepared by the Structural Engineer of Record using the outline in Section 1705.2. Note that the contractor has to acknowledge their responsibilities in writing also. It should be submitted before permit Page 9 of 11 issuance for approval or before any construction is started. Vertical Load and Foundation Comments 1. The prestressed slab has to be studied for combined loading plus seismic uplift, Em, counteracting the slab dead load which may require the prestressed wires to be located differently than from other load combinations. Sections 1605.4 and 1617.1.1.2 2. There are many patio cantilevers on this project (but I wasn't able to find the cut section on the prestressed concrete plans) and they should be checked for a net uplift force of 0.2 times the dead load. Section 1620.42 3. Additionally, most patios have to be redesigned for the 100 psf live load mentioned in Structural General Comment 4. 4. How are the corners of the prestressed slab at the openings for the stairways reinforced? 5. The exterior and interior bearing wood -wall studs should be redesigned to take into account that Footnote 18 reduces their capacity to 78% of a "fictitious" long stud with a slenderness ratio, 1/d, of 33. This may be critical for second story interior ones with compression alone or it could also be 2nd story wall studs with maximum dead and live load, and '/z snow load plus outward cladding pressures associated with areas of discontinuities at corners and the interior zones. Sections1605.3.2, Equation (16-16) and ASCE 7 Section 6.5.12..4. [Note that the AF & PA have a slightly different way of calculating this reduced pressure, which could be used as an alternative. I couldn't find it readily when I went to http://xvw-,v.awc.org, but the regional Manager is Jim Bowman, who could help find it. His telephone is 425-269-4060] 6. If the slab shown on Section 6/S5.3 is thicker than 4", then all the vertical load framing will have to be changed to noncombustible materials. Section 2304.12 7. The Terra Associates, Inc. geotechnical Report and supplements complies with the minimum requirements of Section 1804.2 and 1804.3. They are made a part of this plan and a number of critical details have to be approved by special inspectors. Lateral Load Comments 1. Wind forces still control exterior wall and roof cladding connection and roofing even if seismic controls most of the lateral design. Section 1614.5 Both roofing and wall siding connection and studs should be justified for maximum outward pressures represented by ASCE 7 Section 1612.5.4 (or use of the SEAW Wind Handbook tables). At the very least the pressures at discontinuities along the roof and wall and pressures between these areas should be stated on the plans as a control of the deferred submittals. As stated above the wind speed- up multipliers should be included. 2. How are lateral loads dragged around the stairway openings in the second story floor diaphragm in both principal directions Chord extensions seem to be required. Sections 2315.1 and 1633.2.6 Page 10 of 11 3. There are a number of reentrant corners in the prestressed slab at lines 2, 8, 10 and 11 in the neighborhood of Grids BA and B.6 that need to be addressed in a similar manner in both directions. Section 1620.2 2 and ASCE 7 Table 9.5.2.3.2 4. These discontinuities exist on the second and third floors of the wood construction too to a lesser extent, but drag struts should be developed into the shear walls in the East-West direction at these corners. Boundary nailing should be called out over the walls and drags there. 5. There is also a Non -Parallel Diaphragm System discontinuity beginning at Grid line 5.4 in Building 2 that needs to be addressed. Table 9.5.2.3.2. IBC Section 1620.1.3 modifies SDC C, which also applies to SDC D. Section 1620.4. The bottom line is that ASCE 7 Section 9.5.2.5.2.2 applies. In general there is an unbalanced tension and/or compression component when looking at the wood framing in the general areas of lines A.5 and D.5 and that has to be mitigated. 6. The Structural Insulated Panel horizontal diaphragm values have to be justified by an ICC or ICBO Evaluation Report. Details have to be on the plans or on a deferred submittal. The report may require special inspections during the nailing of the diaphragms and other specific criteria in the Report. Page 11 of 11 Westfall, John . From: Bullis, Ann Sent: Wednesday, November 05, 2003 2:46 PM To: Westfall, John Subject: RE: Triad Bldgs 1&2 Life Safety Plan, etc.. The books I have don't have'/4 hour,'/2 hour OR 1/3 hour rated assemblies (can you believe they would have a 1/3 hour rated assembly? — 20 minute doors I'm used to — but 20 minute walls and floor -ceiling assemblies?). Ann Bullis Assistant Building Official City of Edmonds (4 25) 771-0220 Ext. 1380 bullis@ci. edmonds. wa. us -----Original Message----- —rom: Westfall, John ~"k: Wednesday, November 05, 2003 2:43 PM To: Bullis, Ann Subject: RE: Triad Bldgs 1&2 Life Safety Plan, etc.. How do we enforce 3/4 partitions down the road? And what good is the partition rating is without the opening protection?! Even with sprinklers, sheesh! Ach du Liebes Zeit! Thank you, John -----Original Message ----- From: Bullis, Ann Sent: Wednesday, November 05, 2003 2:35 PM To: Westfall, John Subject: RE: Triad Bldgs 1&2 Life Safety Plan, etc.. The IBC Alternate Design approval included the current WAC Barrier Free Code and does not use the Accessibility portions of the IBC. The 1-hour fire partition (with 3/4 hour openings) between sleeping units within an R2 dwelling unit was just added in the 2003 code. There is an exception to reduce it to '/z hour (partition only — not openings) if the building is sprinklered with a' 13 system. It caught me by surprise too. It's is not in the State Building Code Council's proposed amendments either O. Ann Bullis Assistant Building Official City of Edmonds (425) 771-0220 Ext. 1380 bullis@ci. edmonds. wa. us -----Original Message ----- From: Westfall, John Sent: Wednesday, November 05, 2003 2:14 PM To: Bullis, Ann Subject: Triad Bldgs 1&2 Life Safety Plan, etc.. Ann: lip Westfall, John From: Westfall, John Sent: Wednesday, November 05, 2003 2:14 PM To: Bullis, Ann Subject: Triad Bldgs 1 &2 Life Safety Plan, etc.. Ann: The IFC approval letter I sent qualified that accessibility concerns would be addressed and extrapolated by UFC Amends in RCW, however, does IBC chapter 11 sufficiently address the accessibility previous required by those Amends? Your comment #20 states the 1 hr partition between units in same dwelling? So the openings must be provided with equivalent protection (20)? Thank you, John Westfall, John From: Smith, Mike Sent: Monday, October 06, 2003 8:52 AM To: Westfall, John Subject: RE: Triad Consolidated review Yes -----Original Message ----- From: Westfall, John Sent: Monday, October 06, 2003 8:38 AM To: Harrison, Marie; Smith, Mike Subject: RE: Triad Consolidated review Marie: You may want to update the pink sheets for Bldgs 1 & 2. Mike, can you do this one? John -----Original Message ----- From: Harrison, Marie Sent: Monday, October 06, 2003 8:01 AM To: Westfall, John Subject: RE: Triad Consolidated review John: Dates have been changed because Triad submitted new plans under the IBC code. I moved the meeting to 10120 at 3 p.m. Thanks -----Original Message ----- From: Westfall, John Sent: Sunday, October 05, 2003 2:22 PM To: DST Subject: FW: Triad Consolidated review Can one of you gentlewomen help me confirm this? -----Original Message ----- From: Westfall, John Sent: Sunday, October 05, 2003 2:21 PM To: Palmatier, Lara Subject: Triad Consolidated review Lara: It appears that Triad Consolidate review (Buildings 1. 2 and Amenities) has been moved to 10/22 per the pink process forms. Is this true or is there still a meeting on 10/8? John Westfall, John From: Westfall, John Sent: Monday, September 29, 2003 11:40 AM To: Harrison, Marie Cc: Smith, Mike Subject: RE: Point Edwards Bldgs. 1 & 2 Thank you -----Original Message ----- From: Harrison, Marie Sent: Monday, September 29, 2003 11:34 AM To: Westfall, John Subject: FW: Point Edwards Bldgs. 1 & 2 John: She also submitted a letter to your "request for alternate design". -----Original Message ----- From: Harrison, Marie Sent: Monday, September 29, 2003 11:02 AM To: Graf, Jeannine; Bullis, Ann Cc: Palmatier, Lara Subject: Point Edwards Bldgs. 1 & 2 FYI: Cara from Weber Thompson just submitted revised plans for buildings 1 and 2 along with a request for alternate design for IBC. We will be shipping this out immediately to our consultant. Cara will be submitting revised plans for the Amenities building the first week of October. E. Marie Harrison, CPT Development Services City of Edmonds 425.771.0220 x 1389 harrison@ci.edmonds.wa.us Mon. - Fri. 9:00 a.m. to noon and 1:00 p.m. to 4:00 p.m.