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HomeMy WebLinkAboutBLD10-030PERMIT # BLD LO -OSO CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED ©2—OS-@O lO SCOPE OF WORK: DATE ACTION INITIALS 2-5 ENTERED INTO CHET Mu) U-S CHECKED FOR COMPLETENESS nw 2-3 Faldyy fov TOM A - SR:0 Met unrth, (yy Ke Burwell) on site (American Cy ened a Eaupment = west thravala in Cal lection ond Sef up reusnremet >, Meets atte, UL ( how ape os Seo (etter wm File duted Feb. 22 2010. Flan youre? PRS cn ES Zoning: c~\ | Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-030 Permit Type Commercial Miscellaneous Project Name Roof & Crematory Replacement Site Address 1615 PARKSIDE DR Parcel # 932400038 Project Description Remove shake roof, replace crematory unit, place 6 trusses, re-roof Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Robles Jr Real R Owner Robles Jr Real R Contractor Owner Builder 0 - STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $5,000.00 Entered Bid Valuation 5,000 DOLL Figs Review Tee P31 Units: Heat Type: NO HEAT PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V - B PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: B State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Building Permit Fee 111.25 Record Retention Fee for Building 5.75 Permit PLAN REVIEW DEPOSIT 150 150.00 Total Fees $ 348.81 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Neal 2D bles oe Date Issued: 03/02/2010 — Issued By: MWAY Signature Tat Ling ss Date 2-10 Date Expires: 08/29/2010 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 932400038 PERMIT NO. BLD10-030 ISSUED DATE 03/02/2010 EXPIRATION DATE 08/29/2010 ADDRESS 1615 PARKSIDE DR CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER ROBLES JR REALR PROJECT DESCRIPTION Remove shake roof, replace crematory unit, place 6 trusse CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE. COMMENT INSPECTION INSP JATE COMMENT FRAMING K cL |3/4/40 Gwe LAA SAWET 2 wayne. KT5/y20 FINAL BUILDING eA au FINAL PUBLIC WORKS | 4, N MISCELLANEOUS era TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. wo n r u L u o y de u s jo as n s, z a s n BO pa s e q SG i p q u y Su e wo y sa a t o j d u s a sp pu e pu s s u m o y yo g Jo Ar y ou p sa s r a p a s ja s c ) ga s n or p jo Gy r q i s u o d s a x 40 S au p st vo R r u B o y u s de u r qe Jo Ao v a n a o n ap Jo vO R E I Y N a A pj a j de u r si y i ur po u r e a u o s vo u T U O s U T ee ar p yo So v n o o e ay s Av a n Au r e ur yr e z z e e a Jo u Op sa a k o y d u e si pu r pu a s u m o s jo g jo Gi n oy “s s e q , «S U P E R TE t, , ,, ‘ 3 4 8v , , Be UO po p r a o a d si de w sm i , 39 9 F ET E T B O ' O L E = YU E T Jo e WI O I S JI C SE A , ny — 4S WL WS Syoupuay ¥S Ue ‘WS yoooueH ‘ys uebo7 ¥S U9 4S WL WS seWOYL 3S WS 7) =F ® 3 ‘ s Id 8S u u n g Q YS U6 = D o S — fe d ) s D bs Q = STORM CATCH BASIN f 4, > RIM ELEV.=215.72' SEWER MANHOLE RIM ELEV.=216.05° FLOWLINE N,E EL.=204.7' GRAVEL 213.08 ~—____PARKSIDE DRIVE” 214.30 It 2 ¢ 4 EDGE OF PAVEMENT 8”CLUSTER sy BRUSH 4 16"FIR ; “EDGE OF \ . 213.12 . Kk BRUSH dn, 8” SPRUCE 18°FIR ; 12" SPRUCE \ Pod “1 | J | pT ! | | / EDGE OF WOOD BUILDING a, Hy CONCRETi FIND Ee CONC. STEP / : | { / “ | 1 LOT 38 | \ j 4.8 | LOT 39 } i \ i 4=00*49'9g” MOWED “275 TRAIL | ; Ra1964. Fy | | ’ 24 ene OF | REPLAT OF BISHOP PARK S 061701" ; 4 25.00 \" CONCRETE | (VOL. 6 Of PLATS, PG. 68) ; BRUSH |° | \ } 214.7 i ste | 22” FIR | | _- EDGE OF | STORM CATCH BASIN -— a" : BRUSH a 5 , RIM ELEV.=211.07" 16 MAD ‘ia 245 eae | 6” CONC. N,E 1.E.=208.8" = me 8" PVC S LE.=208.7’ = A oe ee BRUSH 2 PROPANE ‘ ee | & 14" FIR, So eee i ; - TANKS -- | CONC. PARKING We ee ae EDGE OF a PAVEMENT NS 20588 —_—-— —_ CONC. CURB — A i Se a FOG LINE —~ = 5 Se — — = rs % 7 ee, ms MS ae ~~ W4 y a ees: =: Sie JEMEN I + 2 of 3 Saad —_____ PARKSIDE DRIVE a dhe an ae 214.30 SS = = = m - - _ -_— EDGE OF K “ PAVEMENT PLATTED 8”"CLUSTER BRUSH > 14"SPRUCE CENTERLINE (errr BRUSH = 8" SPRUCE 18"FIR Kv Rt -35, 12" SPRUCE : £63. 997 aS = _/ <119'538 ‘ a i : 15.3 oN i +f | 213.6 ——we Va | N 690717" W \o7- | <i LANDSCAPING | CONC. PARKING ; STORM CATCH BASIN ang EDGE OF | RIM ELEV.=210.88' | WOOD BUILDING I | CONCRETE | 6” CONC. E I.E.=208.9' FINISHED FLOOR 6" CONC. S |.E.=208.8' METAL POST EL.=215.21° MONG: STEP | | EDGE OF | | | CONCRETE | | LOT 38 | put gs he a Pe} \ 2.4) | ; LANDSCAPING] | LANDSCAPING J") 14.6 | a | LOT 39 | 21.4 CONC..211.3, WALK 211.4 914.4 | 1g” MOWED “275 TRAIL | | ai PS |_ [LANDSCAPING gl | re rag v 48 EDOE OF | REPLAT OF BISHOP PARK _ | 3], | 8 ee or CONCRETE | (VOL. 6 OF PLATS, PG. 68) | : 2 LOT 40 | BRUSH | , | 8 | | | | 214.7 | g | | a | | S KOSEC FUNE |= EDGE OF STORM CATCH BASIN o FINISHED FLOOF BRUSH | RIM ELEV.=211.07 S) 2145 | 6" CONC. NE 1.E.=208.8’ = 8" PVC S 1.E.=208.7' CONC. PARKING kb CONC. WALK IRRIGATION Ly l | | | | Mi } - LANDSCAPING | m0 ono T = 7 7 % . = = "310.9 OP Brea CONC. DRIVEWAY _ ae ee CONC CURB = 205.48 CONC. CURB ae s wen MS Way é ee _ TR SR 2, os —__ 0) ee Te PLATTED ~~ fo CENTERLINE —f i ae IY3 209.07 STORM CATCH BASIN 208,78 RIM ELEV.=208.12’ a | 94 BP CMP S LE= 206-8 1 2” DIAM. BRASS CAP WITH rrr : DGE OF PUNCH MARK INSIDE STEEL 208.29 PAVEMENT CASE SEWER MANHOLE RIM ELEV.=208.08’ Cy panED FLOWLINE N,S,W EL.=197.9' 212.05 | >= STOP BAR 246 211.65 i Ho 7 = : = & | CA CO : 07.95 : P Y — STORM CATCH BASIN ms N 89°07°17" Ww! RIM ELEV.=207.47' LANDSCAPING 12” CMP N.S LE.=205.5 N 211.6 {2114 1. | 4 3.9" wii fly 8.8" METAL POST 5 Ys EDGE OF | 210.7 4g | poe N. pearte PRNEREIG : . LX if S| gs CENTERLINE 211.3 {RRIGATION 7- an H CAPING| LANDSCAPING "| gs sf i | {ross ; CONG, 2»2 WALK “ia any COVERED ENTRYWAY "fy [07 (iow | 0 [ LANDSCAPING pL, METAL POST® | i et iad f ls LOT 40 | qb (Bl | si! en oe | LOT 41 reboot Tp | | foe) SB te ) Sle Stal Bel iv | is KOSEC FUNERAL HOME she S18) 8P | fe FINISHED FLOOR EL.=211.50' 2 S| i \ \ aN slept bot | 5 S 7 | ' \ \ is \ 205.41 “ ; | re rs) | : : \ 5 fo ' | IRRIGATION. 3 as 3 7 \ — CONC. WALK | |S <| oe _. < IRRIGATION | CONC. WALK |Z S © b a , Loy &| i A Hs?” , I ~l - 210.9 Ji 33 LANDSCAPING | RIN 8, Se! (Row) ® “RTL ws | 211.0 to J 210.6 2 \ S DRIVEWAY ~ z EDGE OF | ay <| eon CONCRETE Coho is > © 320473 KR NN Fel sé 3} S¥§ KR Sh 8s a oa 204.18 t+ STORM CATCH BASIN ‘ RIM ELEV.=204.05' 12” CMP N 1.£.=201.3' 12” CPP W1E.=201.2' PLATTED LL CENTERLINE CONC. CURB od — —_ cee 5§ « | SEWER MANHOLE Te & STORM CATCH BASIN | =z STOP BAR RIM ELEV.=203.59' a RIM ELEV.=203.83' FA | | LE. NOT MEASURED TS 6” PVC N 1.E.=201.1" g ——_ __12” CPP E,W 1.E.=200.6' | Oe Te So | a a | OCT =27=-cmdS e@:41 FROM:PRECISION TRUSS 13684522521 TO: 13683852801 P.275 | . \ | = p=] | | jie \ | Ken — | J - G;) L 1] Wi \t \ ==) VY ti U L os | | , CITY OF PORT TOWNSEND DSD & i =] ke. wy iy D> — : —— 272 > QLAYER Wy” TYPE X” GWB ec = " 21S ” iW re: ¢ a; SS Ic 4 S cha : PROVIDE SOLID BLOCKING <I. cones AT TRUSS BEARING POINTS 4 TYPE “x Gwe Yo ALL WALLS £ CEIUING 4 AN * eh. N yu & iS te NOTICE: Plans are approved excepting | any errors or omissions. All work musi pass inspection in conformance with all applicable codes and regulations. APPROVED Date: Mowch 2 . 2010 re PS By: Building Official CITY OF PORT TOWNSEND _FILE COPY 1g/009/013 AMERICAN CREMATORY 04/13/2009 15:22 FAX 5622222880 +— - — —— gh y G h (a b S 1 ) — | MI A N¥ t d °L L L LL LL L LL L LL L LL L LL L LL LS LL L LB N I G Y D TO M L N O D Fi HU M LI N A 4 O AQ I S NO 3O N V U V E T O / - 3Q I S ‘N I er /) «B - F b y rb oo “i l v4 13 N V d 4) | au n | —— ~ ni a n ea n Sa a l e 4 - Ma N U N E U a L I Y G Ue 4m - WA L S A S NO V L S .8 2 ' , ot , —4 + 2: | { , . / La m" y 9 ca i m a n | | sf t 4 \ be ir . NO W O S N N O O sy a —/ . wo o d en i a v o r —! NR he fy as a 2g ON I S N M O L 1Y O d 40 AL I O “C I S S h ae I> S7 4 . BL CU E Me Ja t iv a or e SL Q I I S H E ? 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NOISIDSed OL TE82SBEE9ET a | \] a Bes f] | “i CeElWetIr (\) 5 Ye S| | II Funeral Home && Crematory, Inc. ‘\| i di | \ Wi ddl rn - nin 11 bed | Cf) DU February 4, 2010 City of Port Townsend Development Services Dept. 250 Madison Street, Suite #3 Port Townsend, WA 98368 RE: Scope of work for crematory & truss replacement Dear Sirs, On November 21-22, 2009, | did a simple replacement of crematory unit housed in my garage located at 1615 Parkside Drive, Port Townsend (Kosec Funeral Home & Crematory, Inc.). The buildings old shake roof was removed by Affordable Roofing of Port Angeles. After they cleared the area of shakes above the crematory unit, | removed a section of roof approximately 8 feet wide. Once that roof and old trusses were removed, the old cremation unit (All model 1701) was lifted out through the hole and a new crematory (American A-200 HT) was lowered into place through the same opening. Once the new American unit was secured in place, | placed 6 new trusses in the opening. There are two identical gable-end trusses and four identical, doubled scissor trusses now in place. All six trusses were engineered by the Precision Truss Company in Port Angeles. The engineered scissor trusses were used to raise the height of the roof to accommodate the significantly taller American Crematory that would not fit under the old roof line. The trusses are all clipped as required by code and braced as required by the attached Precision Truss Company engineered drawings. All propane lines feeding both the old and new crematories were handled by Ferrellgas of Sequim. They had to replace a 11 foot section of % line with a 2” gas line into the new machine. Three of their men installed all hard gas pipe and valves, pressure tested it and left in six hours. A vent pipe from the main crematory pressure regular (located on top of the unit) to the outside of the building was required. | used white schedule 40 PVC pipe to accomplish this. Combustion air for the old crematory had been accomplished via a 4x2 window in the crematory building. The makeup and combustion air requirements for the new American cremator are accomplished by a 9 % inch hard pipe ducted from the outside of the building and secured directly to the motor fan intake at the back of the machine. It is the only place that the machine has an air intake for the machine. | did consult with American Crematory Equipment Company at (562)222-2876 to confirm that the direct vent method described above would work to their satisfaction. Per both Mike Burwell and John Raggett, this direct venting solution will work just fine. | also added a non-electric turbine vent/fan and a powered exhaust fan in the buildings roof to help with additional ventilation. Ne) e Ned oo iS Qy % — hi Se) ~~) PS en ise) ) * ~ ~ NO <A) ~~ ~ AS) ~ Se) ~ ~ ~ _~ — ' my Se) Se) SS rey DY ~ lad — — ~S) ed * ~ sq ON * Ry" cl ae ~ ~ =) * W <2) ~ ) Ss rely ~ i ~~ A>) Ned 1615 Parkside Drive Port Townsend, WA 98368 (360) 385-2642 (866) 385-2642 Fax (360) 385-2801 kosecfh@olypen.com The exhaust stack was installed and is at least 12-24” higher than the 3 feet above the roof peak requirement. The exhaust stack chase is lined with 5/8” sheetrock, creating a 1 hour fire rating. There is an 8” clearance from the stack to any side of the chase. Installation of the new American crematory was done with all clearances at or above the recommended clearances suggested by the manufacture. In fact, with the exception of the right side of the machine being 7” from the wall (minimum is 6”), all other clearances are at or above the “recommended” clearances. Fredricson Electric was contacted to rework the wiring of the cremation units and to move wires required to cut the roof section out. The electrical inspector has signed off on the L&I electrical permit for the work on the new unit and re-routing of wiring in the crematory. No other work was done to the garage or roof of the building. If you have any questions, please feel free to contact me at the address and phone number listed on this letterhead. | appreciate your time and patience in getting all of this taken care of. Sincerely, Geck Cables Real Robles President, Kosec Funeral Home & Crematory, Inc. merican CREMATORY EQUIPMENT CO. “SERVICE IS EVERYTHING” February 22, 2010 Port Townsend DSD 250 Madison St. Port Townsend, WA 98368 Attn: Fred Slota Re: Kosec Funeral Home A-200-HT Installation Fred, American Crematory Equipment Co. is proud to have a new A-200-HT installed in Port Townsend Washington. We are the manufacturer of the cremation chamber installed at Kosec Funeral Home and have been working very closely with Mr. Real Robles throughout his planning and installation process. | personally have been to his funeral home and seen the installation and | am very pleased with the installation. We have recently recommended that he install a 36x36 louvered vent for make-up air, he had informed me that he would be leaving a window of that size open for constant make-up air. | told him he could use another technique for make-up air that would also provide a bit more sound reduction in the room, he could plumb a galvanized vent from the back of the blower inlet and cut a hole in the wall behind the unit or run it up thru the roof. This will provide more than enough make-up air necessary for the equipment. | spoke with Real today and he informed me that in fact he did choose to run a vent from the outside to the blower inlet. | will be returning to Kosec Funeral Home for some fine tuning on February the 24" and 25", | invite you to meet with me and familiarize yourself with this type of equipment installation. | will provide you with as much information as possible and look forward to meeting you. f # Mike Burwell Vice President American Crematory Equipment Co. P.O. BOX 4087 * 9828 ARLEE AVENUE * SANTA FE SPRINGS, CA 90670 OFFICE: (562) 222-BURN ® (800) 396-2254 * FAX: (562) 222-2880 www.americancrematorv.com 04/13/2009 15:23 FAX 5622222880 REFRACTORY LINED STACK ASSEMBLY INSTRUCTIONS AMERICAN CREMATORY LOWER THE REFRACTORY LINED STACK ONTO TRE VENTURI (A) AND TIGHTEN THE SIX BOLT CONNECTIONS (C). PLACE THE STORM COLLAR WITH DRAWBAND CONNECTION (E) ON THE EXTERIOR PORTION OF THE STACK ABOVE THE EXTERIOR FLASHED ROOF HOLE. YOU MUST ALLOW 2° [Simm] FOR PROPER 3. THE STORM COLLAR IS FURNISHED BY AMERICAN CREMATORY. THE FLASHING (NON-COMBUSTIBLE LINER) MUST BE PROVIDED BY THE CUSTOMER. 4. IF FIFTY PERCENT OF THE STACK LENGTH (S ABOVE THE ROOF GUIDE 1010/0113 VENTILATION. AS SHOWN IN THE ROOF WIRES SHOULO BE USED. PENETRATION DETAIL DRAWING. CLEARANCES RECOMMENDED MINIMUM > ® f | V) ese J ib U es + TOP: 2FEET {610mm 6 INCHES [152m SIDE: 2 FEET {610ewn) 6 INCHES [152mm] FRONT: 9 FEET {2.74m] 6 FEET [1.83] F F Q = 2010 ** REAR; 3 FEET {914mm} 30 INCHES {762m} “STACK: SINCHES [1o2mmj 6 INCHES [1dzmery CITY OF PORT TOWNSEND “FROM HIGHEST POINT ON UNIT. DSD (SEE PAGE 1 PLAN VIEW) RATHER THAN THE BLOWER ASSEMBLY. (SEE PAGE 1 PLAN VIEW) ** 48° {1.22m] SIDE CLEARANCE IS REQUIRED TO ACCESS THE CONTROL CABINET. THE CABINET MAY BE POSITIONED ON THE RIGHT SIDE (STANDARD} OR LEFT SIDE. OR BE INSTALLED AS A REMOTE UNIT “* REAR OF UNIT IS OEFINED AS THE “BACK PLATE” OF THE UNIT, REQUIREMENTS 7" (178mm) W.C. (NATURAL GAS) OR 11" [279mm] W.C. (LG, GAS) WITH A FLOW CAPACITY OF 1.8-2.0 MILLION STUMHR. [1.68-2.10 MILLION KILOJOULES /HR ] AMP BREAKER OR AMP BREAKER. (914mm X 914m] FUEL: A PRESSURE REGULARTOR ADJUSTED TO 230 VOLT. 14 60 HERTZ FROM A 70 AIR: PLACE ALOUVER NEAR THE REAR OF THE UNIT CAPABLE OF PASSING 2,500 CU. FT AMIN. {70.8 CU. MAHR] OF FREE AIR (36" X 36") ELECTRICAL: 230 VOLT. 3 # 60 HERTZ FROM A 40 _ ote CREMATORY INSTALLATION INSTRUCTIONS The enclosed installation manual and pre-construction checklist are provided to you by American Crematory Equipment Co. to assist you in the installation of your cremation equipment. All state and local and national codes as well as American Crematory Equipment Company requirements must be adhered to for the safe installation and operation of your equipment. In cases where the recommendations of American Crematory Equipment Co. are more stringent than the local, state or national codes the ACE Co. recommendations should be followed. We strongly recommend that you review this information with the contractors involved with the installation (Crane, Gas, Roofing, Electrical, etc.) If you should have any questions regarding this information or your cremation equipment please call us at 1-800-396-2254 or 1-562-222-BURN 1. ARRIVAL AND UNLOADING Your new cremator will arrive at your facility at the pre-arranged time. ACE will call and confirm time, date and delivery schedule. It should be noted that the customer is responsible to coordinate the crane and rigging of equipment, however if the customer is unfamiliar with this facet of the process, ACE will be able to arrange crane and rigging on the customers behalf and/or be onsite for the install to insure a smooth installation. When hiring a crane and rigging company it is best to have the company(s) walk the job site before actual installation, this will give them the opportunity to survey and correctly assess the building and determine what equipment will be necessary and what size crane will be used for the installation. Crematory Model Weight Tons A-101-EG 14000lbs 7 A-200-HT 23000lbs 11.5 A-200-HP 23000lbs 11.5 A-300-HT 32000Ibs 16 2. Your new Crematory will arrive on a flatbed air ride trailer or step deck air ride trailer, covered with a tarp to protect it from the elements during transportation, remove the tarp prior to installation. Please take extra precaution not to step on or damage any of the components on top f the crematory. 3. The crematory has four lifting lugs located on top of the unit for crane installation, and four jacking lugs located at the bottom four corners for forklift and rigging installation. Connect the crane cables or straps to the lifting lugs, cables or straps must be 15 to 20 ft. in length. The crematory may now be lifted off of the trailer and moved into position. 4. If the crematory is to be installed into the building through a side elevation opening, have the crane position the crematory as far into the building as possible. There is two ways to move the crematory into the building, (1)Lower the unit onto rollers under the channels running from side to side of the unit and push the unit into place using pry bars, (2) Lower the crematory onto machinery skates on four corners and push the unit into place. We recommend using machinery skates as this method will not damage your flooring. Do not attempt to push or drag the crematory into place without the use of rollers or machinery skates. Once the crematory is positioned into its final location use the jacking lugs and the jacking bar(s) provided to jack one end up at a time and remove the rollers. Once the crematory is located in its final location use a small torpedo level placed on the trim of the door opening to ensure the crematory is level. If the unit is not level it may be necessary to shim the crematory, using the jacking lugs lift the unit and place steel shims placed under the appropriate corner(s). After the crematory is level the stacks may now be installed. Using the crane lift the stacks off of the trailer and lower onto the top of the crematory, you may bolt the stacks together and install the two 5 ft. sections of stack as one piece if space constraints are an issue. Use the supplied hardware to bolt the stacks together. Anchor the crematory to the floor using the concrete anchors and hardware. You will need a rotary hammer drill with a % inch masonry drill bit for this procedure. Drill straight down into the concrete through the anchor tabs welded to the unit, remove the concrete dust created from drilling the hole with a vacuum or compressed air, insert anchor into hole and tighten the lag bolt and washer. . Stack Installation Your contractor will have to cut an opening into the roof for the stack penetration. The hole must be at least 12” larger in diameter than the outside dimension of the stack. Note: roof flashing not provided by American Crematory Equipment Co. However we do provide the storm collar. Ask your contractor to have a local sheet metal fabricator make the roof flashing to fit the opening in your roof. See Drawings of roof penetration. Crematory Model Stack Diameter Roof Opening A-101-EG 27” 45” sq. A-200-HT 26” 45” sq. A-200-HP 26” 45” sq. A-300-HT 29” 50” sq. 9. The entire area where the stack penetrates through the roof must be lined with 1hr chase drywall (min). We recommend a 2hr chase lining. This prevents heat exposure to combustibles (wood framing). The minimum clearance an all sides of the stack is 6 to 8 inches. The height of the stack will depend on the site specific roof height. The refractory lined stack weighs 900 to 1000 Ibs per 5 ft. section. The height of your stack will be pre determined prior to shipment of your new crematory. 10. All local building codes should be followed except where ACE recommendations are more stringent, any deviations from ACE recommendations could create an unsafe condition or fire hazard. 11. Fresh Air Requirements Fresh air is required for makeup air, over fire air and cooling. It is very instrumental to o_pass 2,500 cubic Your building have a louvered air inlet installed in your building large enough feet/min of fresh air. The louvered inlet should be approx contractor should be able to install one for you. ACE recommends cross ventilation to vent accumulated heat out of the room where your crematory will be operating. Turbines or a motorized exhaust fan will be sufficient. 12. Gas Requirements All gas connections are made to the 2” gas line on top of the crematory. A manual shut off valve is supplied by ACE, have your plumbing contractor locate the shut off valve within reach at the side of the machine in case of emergency. Your new crematory is equipped with a sensys gas pressure regulator rated for 16 to 28 inches water column or w.c. this regulator is rated for medium pressure (5Ibs inlet pressure) this regulator should be vented to outside air. Gas pressure requirements for all models are: Natural Gas 14” W.C. Incoming/running pressure at the crematory LP Gas 11” W.C. Incoming/running pressure at the crematory is. Gas Flow Requirements Gas flow requirements are based on the number of burners on the crematory. Gas flow requirements are listed below. Base upon Natural Gas at 1050btu per cubic ft. L.P. Gas based upon 2500btu per cubic ft. Crematory Model Gas Flow Natural Gas Gas Flow LP A-101-EG 2000 ft/hr 800 ft/hr A-200-HT 1600 ft/hr 800 ft/hr A-200-HP 1600 ft/hr 800 ft/hr A-200-HP w/dual burner 2000 ft/hr 1100 ft/hr A-300-HT 2400 ft/hr 800 ft/hr 14. Flow schematic for Natural Gas I © 2” PIPE CREMATION EQUIPMENT GAS METER as Company. A. Manual Gas shut-off valve supplied by} Pressure Test between meter outlet and regulator. F. 2” Black pipe connection to crematory. G. Pressure Adjusted to 14” w.c. running pressure. 15. Flow Schematic for LP Gas NOTE: An LP gas vaporizer is recommended for locations where daytime high temperatures are often below 40° F. 1,000 GALLON L.P. TANK A. -Z r a ™ ™ m o O BD ® 6 © I-45 © VAPORIZER ane ©) CREMATION EQUIPMENT GAS METER 1000 Gallon minimum L.P. tank (customer supplied) for each crematory installed. Contact your local L.P. supplier for proper installation. Vaporizer (customer supplied) Manual Gas shut-off valves (customer supplied) 0-10 psi gauge (set at 8 psi) with isolation valve (customer supplied) Pressure test between vaporizer and Gas Meter. Vapor meter (customer supplied). Second stage regulator located on top of crematory (Sensys) with propane orifice. Pressure adjusted to 11” w.c. running pressure Manual shut-off located on top of the crematory upstream of the gas pressure regulator. 15. Electrical Connections American Crematory Equipment Co. factory installs 10ga wire for three phase and 8ga wire for single phase power. Incoming power for high voltage and control voltage are made in the junction box located on top of the unit at the rear next to the lifting lug. The following table lists the necessary breaker sizes for each model. Crematory Model | 230V/1phase | 208V/3phase | 230V/3phase | 460V3phase & 115V & 115V & 115V & 115V A-101-EG 70Amp/10Amp | 60Amp/10Amp | 40Amp/10Amp | 30Amp/10Amp A-200-HT 70Amp/10Amp | 60Amp/10Amp | 40Amp/10Amp | 30Amp/10Amp A-200-HP 70Amp/10Amp | 60Amp/10Amp | 40Amp/10Amp | 30Amp/10Amp A-300-HT 70Amp/10Amp | 60Amp/10Amp | 40Amp/10Amp | 30Amp/10Amp 16. Start up After all items are completed and you have verified the crematory has gas and power, our service department will then schedule your start up and operator training. When the technician arrives he will perform all final adjustments and fine tuning. A 24hr cure is necessary before you can cremate in your new unit. This will also be performed by our technician upon arrival. After the curing process has been completed the operator training will begin, please have the appropriate number of cases ready for cremation for training purposes. Once all staff has been properly trained on the proper operation of equipment American Crematory Equipment Co. will supply certificates of operator training and completion. peer ECE in Development Services FER. 8 250 Madison Street, Suite 3 - Port Townsend WA 98368 2010 )) we BITY OF PORT TOWNSEND” DSD Commercial Building Permit Application - Phone: 360-379-5095. . Fax: 360-344-4619. www.cityofpt.us Project Address & Zoning District: Ml Lealestce buvre. Legal Description (or Tax #): Addition:_Ais/ey Park Parcel # 932-u O00 a eT a Block: Lot(s): 338 #2 L)|o-030 Associated Permits: Project Description: Camco unt J (flece feel Office Use Only — | Permit Agynive Anal, Leehion A Aootk. Lp Le > Applications accepted by mail must include a che for initial plan review fee of $150 > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property Owner: Name. Keal VPables Lender Information: Address:_|b15 Hinks'de OQ City/StZip. Vert Townsend WA ESE Name: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Phone: (3202) SES-Z6YE Project Valuation: $ S0o@,2 Email: kosecfh e€ Oly pen. com Contact/Representative: Construction Type:_ ax Fame Occupancy Rating:_ </4 Name: ene Address: Building Information (square feet): City/St/Zip: 1* floor Restrooms: Phone: 2" floor Deck(s): Email: 3” floor Storage: Basement: Is it finished? Yes No Contractor: Other: Name: re NewO — Addition _~— Remodel/Repair, Address: Change of Use 0 City/St/Zip: Phone: Email: Total Lot Coverage (Building Footprint): . State License #: Exp: Square feet: % City Business License #: Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: eal fila Signature: Lo Jépblar Date: P har bt (2) COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels O Commercial building permit application. O Non-Residential Energy Code forms: <% Lighting Xt Mechanical x Envelope O_ Three (3) sets of plans with North arrow and scaled, no smaller than w= = 1 foot: O Title Page/Cover Sheet: 1. Project identification Project address, legal description, location map, tax parcel number(s) Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. a 3. All design professionals identified including addresses and phone numbers 4 5 fo > ) Designate compliance with all applicable codes O A site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers O Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting O Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) CO N A A L W N = oO o & 2S = O Wall section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations with existing slope of the land in relation to all proposed structures O If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application OD N A A H A R W N S Setbacks from front, sides and rear in accordance with a pinned boundary line survey Window, skylight, and door locations, including escape windows and safety glazing Receipt Number: 10-0242 BLD10-030 93240003 Plan Review Fee $72.31 $72.31 $0.00 BLD10-030 932400038 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 BLD10-030 932400038 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-030 932400038 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-030 932400038 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-030 932400038 Building Permit Fee $111.25 $111.25 $0.00 BLD10-030 932400038 Record Retention Fee for Building Per $5.75 $5.75 $0.00 Total: $198.81 10-0126 02/05/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-030 CHECK 21002 , $ 198.81 Total: $198.81 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-030 932400038 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 20952 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1