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Permit File 413 34th Street
06355304-3 0001 12/19/2006 002 102 Permit Fees 006752 $1155.88 �SY 4 ., City of Anacortes Permit#: BLD-2006-0808 ' 904 6th Street Issue date: ``!".14 !" P.O.Box 547 Expire date: 12/19/2007 tt/; Anacortes, WA 98221-0547 1 .%42 (360) 293-1901 Job Address: 413 34TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221-3412 Project: I APN: P56747 Remarks: Install fire alarm system. Owner: BRANKO JURKOVICH Contractor: COMMERCIAL ALARM& DETECTION Address: 608 LONGVIEW AVE Address: PO BOX 128 ANACORTES WA 98221-3614 MOUNT VERNON WA 98273-0128 Phone: Phone: (360) 848-9093 License#: COMMEFP132MM General Information: Fees: • Building Valuation 2200 Building Permit Fee 67.50 Plan Review Fee 43.88 I State Building Code Fee 4.50 Total Calculated: 115.88 Deposits/Receipts: 0.00 Total Due: 115.88 v C) r_ N a) O co -F.....- m .. - , _ a NXt W 3 a) a-, C W cc W E 0 .4 RS O L. i > 1 i' \\\\\y N W CC > 0,-, CO E f S i- if r W 9I �[ CD CO Q Z I i N h I C..-.' ti. O N J �C LC) HS p *' f CO N N Q I- 4- t' -}{ al -.OJ V) OO -I t9 L i- 0 m COH O O -Co CD O O\OUti CO •• co cm Q ++ U.— NO (Y V OI- W V CI CO CVW COCO 0 Q -0 COCS)rC CO a)OC OI .- O `- O -ct C] UO-a- LC) O O CD O ClO CD i--. O C T C!) Ln d L y N W Y fR +-. CO CD C� 0 i--i (D i CAN CH Z� O Q .- .K. m T U THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT Ds NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L�W REG LATI C CON'TRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATUREOF OWNER OR AUT ORIZED A NT IS 3uot5 City of Anacortes Building Permit Application Site Address: 413 34th Street Parcel No.: P56747 Lot: Block: Div: Addition: OWNER LENDER CONTRACTOR Name Name Name Branko Jurovich Commercial Alarm & Detection Mailing Address Mailing Address Mailing Address 608 Longview Ave PO Box 128 City: State: Zip: City: State: Zip: City: State: Zip: Anacortes, WA 98221 Mt. Vernon, WA 98173 Contractor Lic.No.: COMMFAT948T,0 360— Phone No.: PhoneNo.: Phone No.:848-1533 Exp Date:6/10/07 Contact Person: Richard J. Sigmen Phone No.: 360-848-1533 OCCUPANT USE (Check One) Single Family: Multi-Family: Apartment: Condominimum: Senior Housing: Retail:x Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify) DESCRIPTION OF WORK: I'I GENERAL INFORMATION Street Setback: ft. 2nd Floor: sf. (Circle YorN) 1S`Side Setback: ft. 3`d Floor: sf. Shore '-- etlands Y N o"a Side Setback: .. i_,s: em-n. sf. Wa r on/A.j.To Pro.-rty Y N 1 Rear Setback: ft OGro .. Soi Rep. Y N Use Zone: . .ort Area: Sensi A . Y N Type ofConstru '..: G,raie •re.• / sf. a .:is-rs Agreement Y N Lot Area: sf. i.. .,' - Fire Hydrant _ i Y N No.of Dwellings: Buil4in -Ffeorate_ Variance Y N Lot Coverage: Deck Area: sf. Covenant Y N ls`Floor sf. Flood Zone X A AE VE "� I" Project Valuation(Labor and Material Cost): )az o� -}�,/ ,.Q THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: DATE: 08221 1 0001 08:0912008 002 4 iTnit Fa s 00040? 17,153.2 G1"r Y Off:_ City of Anacortes Permit#: BLD-2006-0244 904 6th Street Issue date: 08/09/2006 N'illebrearsr P.O.Box 547 Expire date: 08/09/2007 ';°' 07: Anacortes, WA 98221-0547 4' � (360)293-1901 Job Address: 413 34TH ST Permit Type: Commercial Building Permit ANACORTES WA 98221-3412 Project: APN: P56747 Remarks: New boat repair facility. Single Family Residence was demolished. Owner: BRANKO JURKOVICH Contractor: Address: 608 LONGVIEW AVE Address: ANACORTES WA 98221-3614 Phone: Phone: License#: General Information: Fees: Building Valuation 250000 Plan Review Deposit 474.99 #BOILERS< 100000 BTU 1 Building Permit Fee 1,462.50 #of Gas Piping 1 Plan Review Fee 474.99 #of Water Closets 1 Mechanical Permit Fees 50.20 #of Slop Sinks 1 Plumbing Permit Fee 41.00 #of Ventilation Fans 1 Sewer Inspection Fee 50.00 #of Lavatories 1 State Building Code Fee 4.50 Traffic Impact Fee 9,684.00 Sewer GFC-Commercial 3,134.53 Storm Drain GFC-Commercial 2,252.00 Total Calculated: 17,628.71 Deposits/Receipts: 474.99 Total Due: 17,153.72 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NATURE OF OWNER 0 UTHORIZED AGENT ISSUED BY GS`r Y. City of AnR_,ortes Pe1i .. #: BLD-2006-0409 904 6th Street Issue date: 06/09/2006 P.O.Box 547 Expire date: 06/09/2007 � try t Anacortes, WA 98221-0547 Job Address: 413 34TH ST Permit Type: Foundation Permit ANACORTES WA 98221-3412 Project: APN: P56747 Remarks: Boat repair facilty-foundation only permit. Owner: BRANKO JURKOVICH Contractor: Address: 608 LONGVIEW AVE Address: ANACORTES WA 98221-3614 Phone: Phone: License#: General Information: Fees: Building Valuation 10000 Building Permit Fee 80.50 Plan Review Fee 52.33 State Building Code Fee 4.50 Total Calculated: 137.33 Deposits/Receipts: 0.00 Total Due: 137.33 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW R LATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LMNATURE OF OWNER R AUTHORIZED AGENT ISSUED Y vv n - CHIEF INDUSTRIES, INC. 3942 Old West Highway 30 P.O.Box 2078 Grand Island,Nebraska 68802-2078 January 3, 2006 Phone 308/389-7200-Fax 308/389-7221 Re: Chief Order No. C085241 Description: 40'-0" x 74'-0" x 30'-0" Builders Name: Bayview Edison Industries, Inc. Building Owners Name: Paolo Jurkovich Jobsite City, State: Mount Vernon, WA Gentlemen: Please accept this letter as certification that the Chief components, produced by an AISC certified manufacturer, for the above described project to be furnished to Bayview Edison Industries, Inc., Mount Vernon, WA, for Paolo Jurkovich, have been designed for the following criteria as specified by Purchaser in the order documents: 2002 MBMA Occupancy Category Standard Buildings Seismic Roof Live Load 20 psf S, 115.3% (Tributary Area Reduction Not Allowed) S, 33.2% Collateral Load 5 psf Seismic Importance Factor 1.0 Ground Snow Load(P,) 25 psf Use Group I Exposure Factor (Cs) 1.0 Design Category D Thermal Factor(C,) 1.0 Site Class D Importance Factor(I) 1.0 Seismic Resisting System Steel System(R=3.5) Flat Roof Snow Load(P,) 17.5 psf Sos 0.798 Uniform Roof Snow Load 25.0 psf Sol 0.384 Building Enclosure Enclosed Analysis Procedure ELF Wind Speed 85 mph Base Shear 10,749 lbs. Exposure Category C Other Loads: Importance Factor(I) 1.0 None Wind Pressure(q) 15.41 psf and applied in accordance with the 2003 IBC Building Code. The design of Chief structural steel components is in accordance with the provisions of the 9th edition of AISC and the NASPEC 2001 AISI Standard. These Chief components as supplied,when properly erected as furnished, on an adequate foundation, will meet the loading requirements supplied to Chief by Purchaser in accordance with good engineering practices. This certification does not cover field modifications nor does it cover materials furnished by someone other than Chief Industries, Inc.; nor the connection between Chief components and those manufactured or supplied by someone other than Chief Industries, Inc. Certified Chief design and detailing facilitie : r.nd Island, NE and Janesville,WI. Certified Chief Fabrication facilities: Grand Island, NE and R: ' ' - elf on-Certified facilities: None.Other Certified Fabrication Facilities: None. oFwas Sincerely, y Ian D. Blair, P.E. 0,0 �EorsTERw°G `�z Senior Design Engineer 3'7oNALO Chief Industries, Inc. - Buildings Division AB/md EXPIRES:11/07rtzl_� c. l STRUCTURAL CALCULATIONS FOR SHOP BUILDING Anacortes, WA January 27, 2006 Job No. 06-010 PREPARED BY: SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes, Washington 98221 (360)293-9006 www.schemmereng.com m " 2481 44 ^FS,S ONP,L V-N�'4� r^' (EXPIRES. 04/ 16 / �x o Anacortes Planning& Community Development Dept. Permit Center ': ' m P.O. Box 547, Anacortes, WA 98221-0547 PH(360) 293-1901 Ian Munce, Director • Edwin Frank, Building Official FAX (360)293-1938 Public Works Inspector PH(360)293-1972 April 7, 2008 Mr. Branko Jurkovich 608 Longview Ave. Anacortes, WA 98221 Dear Mr. Jurkovich, Regarding final inspection on your property at 413 34'h Street: A final inspection was performed on the building on March 8, 2007 and a correction note written. We have not heard from you and have not re-inspected the project. There were corrections on the Public Works inspection also. Please contact the Building Department and Public works to schedule the inspections. Sincerely, Paul Ingalls Building Inspector City of Anacortes `P \) %mil\ I SCHEMMER ENGINEERING INC. ` July 25, 2006 Don Measamer City of Anacortes PO Box 547 Anacortes, WA 98221 Re: Pre-engineered Building 413 34th Street Anacortes, WA Job# 06-010 Dear Don: We have reviewed the missed anchor bolt placement for the above referenced project and have the following comments: 1.) Provide 'A"dia. A36 all thread rod, 8"min. embed(including slab). 3"min. embed into existing footing with Simpson SET Epoxy. Please call with any questions or concerns. Sincerel. , Sch. le Eng 'e;' 'ng Inc. I F Michael . Sc i emmer,P.E. ��,lr �. ,• '. President I ` r1 2481 •,,,eGISTE ics,-,��ay' 4 `SlONACe� EXPIRES 0 i 15 1 o Phone: 360 293-9006 III 317 Commercial Avenue—Suite 101 Fax: (360)2934051 Anacortes,WA 98221 www.schemmereng.com A . From: "Oly" colt'@commplumb.corru Subject: Jurkovich heatloss r E T' , Date: July 18, 2006 9:36:33 AM PDT / Jo 0,.° f"; To: Jay@vastincorporated.com L �' l 1 Attachment, 34.3 KB -m_ Ian ��©a ///� 4A st aw a, a. w Oly CPI Plumbing & Heating, Inc. Heat Loss Summary CPI PLUMBING Project S:26061 HEATING, July 18,2006 & HEATING, INC. Prepared For.CPI PLUMBING AND HEATING Commerdal Plumbing 1900 Railroad Ave Mount Vernon,WA 98273 Prepared By:Oly Phone:380-928-5636 Email:olyecommplumb.com Project Summary Project It: 28081 Total-Components Load: 19,646 Btulhr Project Name: JURKOVICH BOATS HEATING Total Infiltration Load: 32,181 Btuthr Location: Total Floor Downward Load:6,503 Bhdhr Cloaeoata: August 01,2008 Total•RadIant Load: 61,827 Btumr Engineer: Total-Supplemental Load: 0 Btu/hr Design Data Location: Be8ingtmm,Washington Total-Project Heat Lost 58,331 Borlhr Outdoor Temperature: 21°F RN Glycol Level: 100%Water Wind Speed: 0 mph Design Temp.Drop: 15°F Total Area: 2,960 IP Radiant Tubing Volume: 29 galone(US) Construction Quality: Poor Volume Water: 29 gallons(US) Volume Glycol: 0 gallons(US) Heat Loss Data Floorplan 1 Room Area litetl Walls Windows Doors (?nlirig Skylights Inmlralbn Radtamlmo Ftoor Total Total Room Tamp. Load AFN UPLwrd Room Dowmseni Load Mop III Room-1 2,960 2.800 0 048 18,800 0 0 32,181 51,828 8,503 58,331 58,331 15 Umc Heel Law=0M6,Area•R,Tompmadre='F Raga 1 of 1 Created usingy sba Advanced Design Bone-e2.0 (`)J Page 1 of 1 1 \ Measamer, Don From: Michael L.Schemmer [michael.schemmer@schemmereng.com] Sent: Thursday, July 27, 2006 7:55 AM To: Measamer, Don Subject: 413 34th Street Re: 413 34th Street We observed and approved the holes and placement of epoxy bolts for the above referenced project. Michael L. Schemmer, P.E. Schemmer Engineering Inc. 317 Commercial Avenue, Suite 101 Anacortes, WA 98221 (360)293-9006 7/27/2006 Y�3- 7�r7� gl� misoposSaliamemame S B N fl Insurance Bulletin 6 METAL BUILDING MANUFACTURERS ASSOCIATION Fire endurance of welded built-up steel columns, cold formed steel channel columns and steel pipe columns U.L. tested and classified for • 1, 1%and 2-hour fire protection Bulletin(No.5)explained how insurance rates products,more data was available on the or loss costs for metal buildings are affected by inherent fire resistive qualities of exterior wall construction or column protec- gypsum board than any other protection don. Several important points were brought material. out. All remain applicable; however, this bulletin pertains specifically to one section E. A rational calculation method was avail- which stated: able for predicting the fire endurance of steel columns protected with gypsum "On the other hand,if the structural wallboard. (Types C,IP-X2) exterior wall supports are a minimum of one-hour fire resistive,an improved MBMA recognized this information as the rating or loss costing can normally be logical basis upon which an extensive fire obtained even though the construction research and testing program could be justi- class will not be modified from fled. After discussions with fire protection Class 3." authorities, testing agencies and gypsum manufacturers, it was the decision that the Formerly published classifications by U.L.did calculation method should be equally applica- not include a fire-resistance rating for steel ble to either parallel or nonparallel flange column sizes less than a W 10 x 49.The"state columns; but due to the absence of the com- of the art"regarding fire protection of building plete research data, screening tests would be columns was as follows: necessary to establish correlation between the calculation method and tests results. It was A. For a given fire endurance period, the recognized that a one(1)hour rating was satis- required amount of a specific protective factory in many jurisdictions and that a two(2) material increases as the column section hour rating was the minimum endurance decreases. needed to satisfy almost all fire protection regulatory agencies. B. Little test documentation of approved fire protection was available for MBMA conducted several tests at Under- columns weighing less than 49 lbs. per writers Laboratories, Inc., which confirmed foot. correlation with the calculation method. Expanded testing included additional members C. Test documentation was not available configured as channel and pipe sections. The for tapered columns of variable weight latest series of testing has now included and and section area. validated protected column sections penetrated by unprotected gifts. D. With the exception of masonry and the exotic, expensive "Space Program" MBMA considers this breakthrough in fire Continued on Inside protection research most important to the column height. Additional studs located designers and users of economical light steel inside and along flanges and at the web framed buildings. Recognition and approval center when column depth exceeds 36 in. by fire protection authorities or regulatory agencies can be expected along with resulting 6. Wallboard Attachment Channels—(Not commercial advantages, shown) —No. 26 MSG (min.) galv. steel 1%in. deep with nom. 1 in.leg. Required horizontally every 8 ft. across web only when column depth exceeds 36 in. I Design No.X524 Ratings—1 and 2 Hr.(See Item 9) 7. Wallboard Attachment Angles—No.26 MSG(min.)galv. steel, 1%and 2 in.legs, secured to column with No. 12-24 by lb ° in. long self drilling screws spaced 24 in. „ III „ O.C.vertically. i' . IIE ����'� �' * - N- - 8. Batts and Blankets Nom 1 to 2 in. thick mineral wool batts, placed between column flanges and steel wall panel. 1. Steel Column—Column sizes may vary. USG Interiors Inc. Max. depth 60 in.,min. flange 4 in. wide United States Gypsum Co. by X6 in.thick. Min. web thickness 0.090 in. All columns to be designed in ac- 9. Wallboard,Gypsum*—Nom.i4 in.thick cordance with MSC specifications. 4 ft.wide. In addition to the above requirements,the For 1 Hr. Rating—Two layers of wall- weight to perimeter(W/D)ratio shall not board to be used. Wallboard applied ver- be less than 0.27. tically, attached to steel studs and/or W=Cross-sectional area(ft2)X 490. angles with screws spaced 12 in. O.C. D=Perimeter of steel column,(2 X flange Horizontal wallboard joints staggered 30 width[in.])+(2 X column depth[in.]). in.O.C.with screws located 1 in.from the joint.When column depth exceeds 36 in., 2. Girts— "Z"of "C"shape gins fabricated wallboard over web applied horizontally. from 0.056 to 0.120 in. thick steel. Girts Screws spaced 12 in. O.C. alternating shall be 6 to 10 in. deep with 2%to 3 in. between inside and outside flange attach- wide flanges. Secured to columns with ment studs for outer web attachment. girt clips, (Item 3). Screws spaced 12 in. O.C. for center web attachment. Joints staggered 12 in. O.C. 3. Girt Clips — Fabricated from 3 by 3 by with screws located 1 in.from joint. 0.115 in. thick steel. Clips secured to For 2 Hr, Rating — % in. thick, three column with 1%in.long,4 in.diam.bolts layers, board applied vertically, attached and nuts. to wallboard studs and/or angles with steel screws, 12 in. O.C. horizontal joints 4. Steel Wall Panels—No. 26 MSG(min.) staggered 30 in. O.C.with screws located gale. steel. 1 in. from the joint. When column depth exceed 36 in.,wallboard over web applied 5. Wallboard Attachment Studs —No. 26 horizontally. Screw spaced 12 in. O.C. MSG (min) galv. steel, lib in. deep with alternating between inside and outside 1% in. legs. and ''4 in. stiffening flanges. flange attachment channels for outer web Studs cut % to X in. less in length than attachment. Screws spaced 12 in.O.C.for center web atturhment. Joints staggered 1. Steel Column — Cold formed C-shaped 12 in.O.C.with screws located 1 in.from column fabricated from min. 0.066 in. joint. thick painted steel weighing a min. 3.2 lb. Boral Gypsum Inc.—Type BG-C. per foot. The column shall be a min. 7.0 Canadian Gypsum Co.Ltd.—Type C. in. deep with a min. 3.0 in. wide flange Celotex Corp.—Type FRP and 0.90 in.long stiffening flange. Continental Gypsum Co.—Type CG-C. Domtar Gypsum—Type 5. 2. Wallboard Attachment Studs —1% in. Eagle-Gypsum Products—Type EG-C. deep with nom. 1%in.legs,and%in.stiff- Georgia-Pacific Corp., Gypsum Div. ening flanges. No. 26 MSG (minimum) —Type GPFS-C. galv.steel.Channels cut 1 and%in.less in Pabco Gypsum Co.—Type PG-C. length than column height. Republic Gypsum Co.—Type RG-C. Standard Gypsum Corp.—Type SG-C. 3. Wallboard,Gypsum*—Nominally%in. Temple-Inland Forest Products Corp. thick,4 ft.wide. —Type TP-5. For 1 Hr. Rating —Two layers of wall- United States Gypsum Co.,Ltd.— board to be used. Applied vertically and Type C,IP-X2. attached to wallboard studs with steel screws, inner layer wallboard screws 10. Screws — Type S self-drilling, self- spaced 24 in. O.C., outer layer wallboard tapping, bugle head screws. For the first screws space 12 in.O.C. and second wallboard layers over the For 2 Hr.Rating—Three layers of wall- flanges and the first layer over the web board to be used. Applied vertically and areas. 1 in. long screws are used. For the attached to wallboard studs with steel second wallboard layer over the web areas screws. Inner layer wallboard screws and the third wallboard layer over the spaced 24 in.O.C.Middle and outer layer flanges, 1% in. long screws are used. For wallboard screws spaced 12 in. O.C. the third wallboard layer over the web Boral Gypsum Inc.—Type BG-C. areas,2%in.long screws are used Canadian Gypsum Co.Ltd.—Type C. Celotex Corp.—Type FRP 11. Corner Bead—No. 28 MSG galv. steel, Continental Gypsum Co.—Type CG-C. two 1%in.legs,attached to wallboard with Domtar Gypsum—Type 5. Type 4D gypsum wallboard nails spaced Eagle-Gypsum Products—Type EG-C. vertically 12 in.O.C. Georgia-Pacific Corp., Gypsum Div. �� —Type GPFS-C. 12. Finishing System — Joint compound, M6 Pabco Gypsum Co.—Type PG-C. in. thick, applied over corner beads and Republic Gypsum Co.—Type RG-C. joints. Standard Gypsum Corp.—Type SG-C. * Bearing the UL Classification Marking. Temple-Inland Forest Products Corp. Type TP-5. Design No.X530 United States Gypsum Co.,Ltd.— Rating—1 and 2 Hr. Type C. '�_-. 4. Screws — Type S self-drilling, self-tap- O © ping,bugle head steel screws.For the first Cr Cli and second wallboard layers over the flanges and the first wallboard layer over s •-© 01-1S-0 the web areas, 1 in. long screws are used. - :VS1 For the second wallboard layer over the b -O 0 moo Continued on back web areas and the third wallboard layer cated from No.26 MSG(minimum)galv. over the flanges, 1% in. long screws are steel. Channels tied to column with No. used. For the third wallboard layer over 18 SWG tie wire spaced approximately the web areas,2%in.long screws are used 4 ft.O.C. 5. Corner Bead—No. 28 MSG gals. steel, 4. Wallboard, Gypsum* —% in. thick, two two 1%in.legs,attached to wallboard with layers applied vertically. Inner layer Type 4d gypsum wallboard nails spaced attached to steel studs and channels with 1 vertically 12 in.O.C. in. long steel screws spaced 12 in. O.C. Outer layer attached through inner layer 6. Finishing System — Joint compound, X6 into steel studs with 1% in. long screws in.thick,applied over corner beads,joints spaced 12 in.O.C. and surfaces of wallboard. Boral Gypsum Inc.—Type BG-C. Canadian Gypsum Co.Ltd.—Type C. *Bearing the UL Classification Marking. Celotex Corp.—Type FRP. Continental Gypsum Co. —Type CG-C. Domtar Gypsum—Type 5. Design No.X531 Eagle-Gypsum Products—Type EG-C. Georgia-Pacific Corp., Gypsum Div. 0 —Type GPFS-C. Pabco Gypsum Co.—Type PG-C. '111 Republic Gypsum Co.—Type RG C. Standard Gypsum Corp.—Type SG-C. 04 © liemple-�nlattd Foust PradnctsCrp.I —Type TP-5. © ` I `_.;,••;�� United States Gypsum Co.,Ltd.— 0 0 Type C. Eating—134 Hr. 5. Screws — Self-drilling and self-tapping bugle head Type S wallboard screws, 1 1. Steel Column—steel pipe column with a and 1%in.long. min. outside diem. of 414 in., a min. wall thickness of 0.109 in.and a min.weight of 6. Corner Bead—No. 28 MSG galv. steel, 5.1 lb.per ft. two 1%<in.legs,attached to wallboard with Type 4d gypsum wallboard nails spaced 2. Wallboard Attachment Studs —1% in. vertically 12 in. O.C. deep with nom. 134 in. legs, and % in.stiffening flanges fabricated from No. 26 7. Finishing System — Joint compound, 146 MSG(minimum)galv.steel.Channels cut in.thick,applied over corner beads,joints :4 to % in. less in length than column and surfaces of wallboard. height. *Bearing the UL Classification Marking. 3. Wallboard Attachment Channels — 134 in. deep with nom. 1% in. legs, fabri- November 96 METAL BUILDING MANUFACTURERS ASSOCIATION • 1300 SUMNER AVE.,CIEVELAND,OH 44115.2851 • (218)241.7333 • FAX(216)241.0105 E-MAIL:mleneetaol.com • INTERNE!'.MIp9/w orMeol.oarJmbma MBMR Insurance Bulletin 16 METAL BUILDING MANUFACTURERS ASSOCIATION Fire Resistance Ratings for Exterior Walls - U.L. Tested and Classified For 1- and 2-Hours In bulletin No.5,it is explained how insurance Southern Building Code Congress Inter- rates for metal buildings are affected by national, Inc. (Table 600, note i). U.L. Design exterior wall construction. Bulletin No. 6 No. U425 details the wall construction and explained how insurance rates can be gypsum wallboard protection. U.L. Design improved by using U.L. tested and classified, U425 is also included in this bulletin. 1, 114 and 2-hour fire protected columns. As with the fire rated columns, MBMA con- Through meetings and discussions with siders this a breakthrough in fire protection Insurance Services Office headquarters and research of great importance to the designers through field experience it was determined that and users of economical light steel frame although the protected columns were provid- buildings. ing an improved insurance rate,they were still Design No.U489 not producing rates that would be directly Bearing Wall Rating-1,134 and 2 Hr. competitive with buildings with concrete block exterior walls. Therefore, the MBMA Committee on Fire Protection and Related Insurance Matters undertook an engineering 4-1— Is. analysis and testing program to establish fire e° II e° resistant rated exterior walls. II These walls are listed by Underwriters l' 1I i "� Laboratories, Inc. in the 1996 Fire Resistance I. �'' " Directory as U.L.Design No.U489. o In addition to improving fire insurance rates, It ,0 ii ., it fire resistant exterior rated walls are helpful in I "t. ' meeting building code requirements,including UUiull luh 1 u, lot line separation and set-back requirements. SlC110.1 Pea SECTION NON N�N^NN Nc 4 The BOCA National Building Code published by the Building Officials and Code - Administrators International, Inc. require that 'f}I exterior walls having a 5 foot or less fire - e _ ' it, separation to the closest interior lot line,to the N°°^0N o N 'NOTION N"N centerline of a street or public way or to an imaginary line between two buildings on the 1. Column Protection - See Design Nos. same property, be rated for exposure to fire X524 and X530 for column protection. from both sides. Where the fire separation distance is greater than 5 feet,the exterior wall 2. Girts-"Z" or "C" shape girts fabricated needs only be rated from the inside (Section from 0.056 to 0.120 in. thick steel. Girts 705.2). The same requirement is in the shall be 6 to 10 in. deep with 2A to 3 in. Standard Building Code published by the ! flanges. Continued on inside staggered.Outer layer of 3 layer construe- percent of design load for the 45 min., 1 tion may be applied horizontally. The hr., 1% hr. and 2 hr. ratings are as thickness and number of layers and follows: Interior Walls(Wallboard Protection Both Sides of Wall) • Number of Layers and Thickness Percent of Rating of Boards in Each Layer Design Load 45 min * 1 layer, 1/2 in.thick 100 1 hr. * 1 layer, 5/8 in. thick 100 1%hr. * 2 layers, 1/2 in. thick 100 2 hr. * 2 layers, 5/8 in.thick 80 * 3 layers, 1/2 in. thick or 100 * 2 layers, 3/4 in. thick 100 *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls(Wallboard Protection On Interior Side of Wall) Number of Layers and Thickness Percent of Rating of Boards in Each Layer Design Load 45 min 1 layer, 5/8 in. thick 100 1 hr. 2 layers, 1/2 in. thick 100 1%hr. 2 layers, 5/8 in. thick 100 2 hr. 3 layers, 1/2 in. thick or 100 2 layers, 3/4 in. thick 100 See Wallboard Gypsum(CKNX)Category for sheathing applied vertically and attached to names of Classified Companies of%in.or'%in. studs and runner tracks with 1 in.long type thick wallboard.See below for Classified corn- S-12 bugle head screws spaced 12 in. O.C. pany of%in.thick wallboard. along studs and tracks. One of the follow- ing exterior facings are to be applied over United States Gypsum Co.— the gypsum sheathing. ULTRACODE or Type IP-X3. A. Siding, Brick, or Stucco— Aluminum 4. Wallboard, Gypsum* (As an alternate to siding, steel siding, brick veneer, or 5/8 in. thick wallboards in Item 4)—Nom. stucco attached to studs over gypsum 3/4 in.thick. sheathing and meeting the requirements of local code agencies.When a min. 3% United States Gypsum Co.—Type AR in.thick brick veneer facing is used,the United States Gypsum Co.—Type WSX Exterior Wall Rating is applicable with exposure on either face. Brick veneer 5. Gypsum Sheathing—For exterior walls,% wall attached to studs with corrugated or % in. thick exterior regular gypsum metal wall ties attached to each stud Continued on back with steel screws, not more than each 6. Fasteners (Not Shown) — Screws used to sixth course of brick. attached wallboard to studs: self-tapping B. Mineral and Fiber Boards*—Exterior bugle head sheet steel type, spaced 12 in. hardboard anelin , chemicall treated O.C.First layer Type S-12 by 1 in.long for over sum sheathin with primed or f and i in.thick wallboard and 1 in. long finished face,X6 in.thick by 48 in.wide. for%in..thick wallboard.Second layer Type Attached to studs over gypsum sheath- 5-12 by in. long for k in. and in.thick ing with 1% in. long bugle head TEK wallboardsds and 2'/. in. long for '/+ in. thick wallboard.16 in. O.C. at the intermediate bo .Third layer Type S-12 by I%in. • supports. Or, exterior lap siding, long. chemically treated, X6 in. thick by 8 in. Batts * nad or 12 in.wide.Attached to studs with 1% 7 and Blankets — P. May in stud in.long,bugle head Type TEK fasteners cavities of all exterior walls. May or may not be used in interior walls.Any glass fiber at each lap. Panels lapped minimum 1 or mineral wool batt material bearing the in. UL Classification Marking as to Fire Masonite T Resistance,of a thickness to completely fill Corp.�'—Type stud cavity. See Batts and Blankets(BZJZ) C. Cementitious Backer Units* — % or:t Category for names of Classified in.thick,square edge boards,attached to Companies. steel studs over gypsum sheathing with 1% in. long, Type S-12, corrosion 8. Joint Tape and Compound (Not Shown) resistant, self-tapping wafer head steel — Vmyl or casein, dry or premixed joint screws,spaced 8 in.O.C.Studs spaced a compound applied in two coats to joints max. of 16 in. O.C. Joints covered with and screwheads of out layer. Perforated glass fiber mesh tape. paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer United States Gypsum Co.— layer. Durock Exterior Cement Board or Durock Cement Board *Bearing the UL Classification Marking TEC Inc.—Type TEC METAL BUILDING MANUFACTURERS ASSOCIATION • 1300 SUMNER AVE.,CLEVELAND,OH 44115.2851 • (218)241.7333 • FM(216)241-0105 E-MAIL:mbma®teol.00m • INTERNET:http://www.taal.conilmbma 3. Girt Clips — Fabricated from min. 0.115 HORIZONTAL SECTION in. thick steel, angles may be bolted to columns with i by 1A in.bolts and nuts or 1. Steel Floor and Ceiling Tracks (Not may be plates shop-welded to columns. Shown) — Top and bottom tracks of wall assemblies shall consist of steel members, 4. Steel Wall Panels — No. 26 MSG min. min. No. 20 GSG (0.036 in. thick) gal- coated steel. vanized steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound 5. Wall Construction — See Design No. structural connection between steel studs, U425 for details. and to adjacent assemblies such as a floor, a.Top of the wall shall be against the ceiling, and/or other walls. Attached to underside of roof deck. floor and ceiling assemblies with steel b.All openings between top of wall and fasteners spaced not greater than 24 in. roof deck are to be filled with UL O.C. Classified mineral wool or glass fiber 2. Steel Studs — Corrosion-protected steel insulation. studs,min. 31/2 in. wide,min.No. 20 GSG c. Steel studs in accordance with the (0.036 in. thick) galvanized steel or No. specifications in Design No. U425. 20 MSG (0.033 in. thick) primed steel, cold-formed, shall be designed in accord- 6. Subgirts—Min.0.020 in. (25 gauge)thick ance with the current edition of the galvanized steel, 1)16 in. wide on top and Specification for the Design of Cold- 23/< in. wide at bottom by 3 in. deep (hat Formed Steel Structural Members by the section), spaced 48 in. O.C. max. American Iron and Steel Institute. All design details enhancing the structural *Bearing the UL Classification Marking integrity of the wall assembly, including Design No.U425 the axial design load of the studs, shall be (For Exterior Walls,Ratings Applicable as specified by the steel stud designer For Exposure To Fire On Interior and/or producer, and shall meet the Face Only) requirements of all applicable local code (See Items 4 and 5) agencies. The max. stud spacing of wall Bearing Wall Rating—45 Min.,1, assemblies shall not exceed 24 in. O.C. 1%or 2 HR. (or 16 in. O.C. — See Item 5c). Studs (See items 2 and 4) attached to floor and ceiling tracks with : in. long Type S-12 pan head, self- unulOti WALL drilling, self-tapping steel screws on both a o © sides of studs or by welded or bolted Albs connections designed in accordance with 11111.7411,1 ` the AISI specifications. o�• ` 3. Lateral Support Members (Not shown) Where required for lateral support of most SECTION studs, support may be provided by means of steel straps, channels or other similar EXTERIOR WALL means as specified in the design of a „® QT /3_ particular steel stud wall system. I j\(X . �' 4. Wallboard, Gypsum* — Gypsum wall- . ���X( board bearing the UL Classification 0 Btnrtsnos t amtn t ttws Marking as to Fire Resistance. Applied vertically with joints between layers tleWffraliESMati tell ffe- - "-------„ 7;4 " Ptyw000 -_...__ rri Ir ICY , -I - ar Sri/AI - ' .N. i'::,.' — ' .- r Lt rite- ,;�» ' — .M� - w_ '. ------'-. Jy cow- sL%..- 'C �__ ! ► V ,.. CON rtef..r.: fip�acrca3 rr�a u r3 I a - I U 1 ?ra—iLT i 1 0 1 1 I J fY I, '. A f p # 3'1-41 ; , ��)) I I7 - t91' ? r i' r I y I_► 'J`it,r_p 32ty A AX /0tk VEN:e , A PE!.fl frit•`t/o"/I --..fie'E :'rc£::x,/ J ,.._Y r Commercial P.O.Box 128 BACKFLOW PREVENTION ASSEMBLY It i1 Tire Protection Mount Vernon,A 98273 f} TESTTL REPORT d' �� �/ ® I (3so)848-9093 3 1 W Street e t V /mow c �✓('(O5CO P (800)460-5990 Fax:(360) 72 NAME: MAILING ADDRESS: 610A1�cl� all Q.eve(ft SERVICE ADDRESS: I/13 q ctr )f Ara cor f rs LOCATION: A)O4 vie- Gorme of pIt Isios CROSS CONNECTION CONTROL FOR: Face _'"pr.l n LI e r Sy I font TYPE ASSEMBLY: 1 GVr MANUFACTURER: LAP/ EI�'S MODEL: 950 A SIZE: __ SERIAL NO.: 914 7/p6 INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING No. 1 Check: Closed tight ❑ psid No.1 Check: Closed tight ❑ psid RPBA Leaked ❑ Leaked CI OR Relief Valve Opened psid Relief Valve Opened psid RPDA No.2 Check: Closed tight ❑ No.2 Check: Closed tight ❑ Leaked ❑ psid Leaked ❑ psid Passed Test: Yes No Passed Test: Yes ' No ,,,ag Ji No.1 Check: Closed tight ..csr r psid No. 1 Check: Closed tight ❑ psid DCVA Leaked ❑ Leaked ❑ OR No.2 Check: Closed tight ..El J o5 psid No.2 Check: Closed tight ❑ psid DCDA Leaked ❑ Leaked ❑ Passed Test: Yes ,C. No Passed Test: Yes No Air Inlet: Opened psid Air Inlet: Opened psid Failed to open ❑ Failed to open ❑ PVB Check Valve: psid Check Valve: psid Leaked ❑ Leaked ❑ Passed Test: Yes No Passed Test: Yes No AG Minimum Separation: Yes No PLEASE RECORD REPAIR OR CLEANING INFORMATION IN SECTION BELOW • IS THIS A PROPER INSTALLATION? YES X- NO CUSTOMER NOTIFIED YES NO WATER FOUND: ORS OFF 0 WATER LEFT:: ON..t, OFF ❑ LINE PRESSURE: 7440 q Test Equipment: Make ,//// irvio 1'f r Model AS R P-1 f Serial# r/13 Accuracy Verification Date i-17-4 TEST METHOD WA DOW H99 REMARKS: f e i_tI -led of "644 ct&d I - li Initial Test By: e )° „ci 9T%%#I') Cert No. (3 2 3 87 Date f'/i0/06 Typed or Printed Repaired By: Date Repair Test By: No.Giese/en Date TypedHEPrintedor C -st — 1 CERTIFY THE ABOVE REPORT TO BE TRUE: Certified ✓r�7I li !/Q" Signature WHITE COPY(WATER DIV) YELLOW COPY(CUSTOMER) PINK COPY(TESTER) --- Commercial J c` `\''`�J' P.O.Box 128 BACKFLOW PREVENTION ASSEMBLY r� Fire Protection 1ountVernon,WA S LY I11� 98273 INC. TEST REPORT (360)84&9093 3 �" E� � (800)4fA1072 NAME: � Pe j ar Ad(s( 1 Fax: (360) 848-1072 C'.`CP D(A,t�.�',�`) 'fi at.MAILING ADDRESS: �j � 1 SERVICE ADDRESS:R -7 I "I "1 t�'� ✓ ``�� + IY1�Z� �� LOCATION: No , tdt CotntV !JIAThruni CROSS CONNECTION CONTROL FOR:t (Ire yr)n der Sys.:I tf" TYPE ASSEMBLY: p�[.7CDA MANUFACTURER: W r it .)v) D MODEL: JJ'3 SM DA ! SIZE: 1 r( SERIAL NO.: V i© 13 / INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING No. 1 Check: Closed tight ❑ psid No.1 Check: Closed tight ❑ psid RPBA Leaked ❑ Leaked ❑ OR Relief Valve Opened psid Relief Valve Opened psid RPDA No.2 Check: Closed tight ❑ No.2 Check: Closed tight ❑ Leaked ❑ psid Leaked ❑ psid Passed Test: Yes No Passed Test: Yes - No No.1 Check: Closed tight - S v psid No.1 Check: Closed tight ❑ psid DCVA Leaked ❑ Leaked ❑ OR No.2 Check: Closed tight it 3 e 5 psid No.2 Check: Closed tight ❑ psid DCDA Leaked ❑ Leaked ❑ Passed Test: Yes .X No Passed Test: Yes No 1 Air Inlet: Opened psid Air Inlet: Opened psid Failed to open ❑ Failed to open ❑ PVB Check Valve: psid Check Valve: psid Leaked ❑ Leaked ❑ Passed Test: Yes No Passed Test: Yes No PLEASE RECORD REPAIR OR CLEANING AG Minimum Separation: Yes No INFORMATION IN SECTION BELOW y EL IS THIS A PROPER INSTALLATION? YES �\ NO CUSTOMER NOTIFIED YES K. NO WATER FOUND: ON4 . OFF ❑ WATER LEFT: ONAI OFF WA ❑I LINE PRESSURE: 6` 7 / () Test Equipment: Make l.'erIt!W Lt i f Model A S RP '1 Serial# 1 L 9 3 Accuracy Verification Date 12 `-' TEST METHOD poll iq-® REMARKS: Initial Test By: Er i u i 61` .on Cert No. 823S I Date ii1,o/ F' Typed or Pnnted �6 Repaired By: Date Repair Test By: ...pert No. Date Typed or Printed `' I CERTIFY THE ABOVE REPORT TO BE TRUE: Certified EIC., aC- gnature WHITE COPY(WATER DIV) YELLOW COPY(CUSTOMER) PINK COPY(TESTER) I GifiY Q ANACORTES PUBLIC WORKS DEPARTMENT 19ccww ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES SITE INFORMATION, AND PROJECT �A[®VALUE � OWNER. ,✓,e/ /� I Rloi/F 0C l�SITE ADDRESS: 4/ 3 ' St - PROJECT DESCRIPTION: ae/E i)�.t/ PROJECT VALUE [PVI: $ J cam'j (Page 3 of 3 Total Cost) ENGINEERIN? PLAN REVIEW FEE ENGINEERING PLAN REVIEW FEE 1 .005 of Project Value) $ ) S ( a 1 TOTAL ENGINEERING REVIEW FEE $ S—) :39 DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW CONSTRUCTION INSPECTION FEE CONSTRUCTION INSPECTION FEE BASE FEE $ 500.00 CONSTRUCTION INSPECTION FEE ( .015 of Project Value) $ 412 n i CONSTRUCTION INSPECTION FEE SUBTOTAL $ Sit.V? REDUCTION * TOTAL CONSTRUCTION INSPECTION FEE $ +'L11 DUE UPON CONSTRUCTION PLAN APPROVAL * SUBJECT TO THE DIRECTOR OF ENGINEERING& DEVELOPMENT SERVICES APPROVAL,A 50% REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER PROVIDES ON-SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH PRIVATE CONSULTANTS TO THE SAMESTANDARD AS THAT OF THE CITY. �z.11 L'aJ (�S 1.3� 1 -4- cast ( ? eT72.f) G71, o f I,l 2R SZe Page 1 of 3 Engineering Plan Review F,ee and Construction Inspection Fee Protect Number O{ -6 1`^I 0E h. Si!T Y,0 li ANACORTES PUBLIC WORKS DEPARTMENT aYe ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES ENGINEERING AND INSPECTION FEE WORKSHEET (DEVELOPER DEDICATED ASSETS) Engineering Project No. _ _ _ ro,erct Location Project Name Project En ri_— ,DDeeveloop�er� p �®� -- / fig® --- �L„31l1 V v/r'r/-N Y�—'k) mot'1 , The Developer shall enter the quantities shown on the construction drawings to be submitted to the City for review. This document is used to maintain the City's inventory of Public Works infrastructure and determine 1 the amount of Engineering 8 Inspection Fees due to the City. DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT S . 6 L.F. ®D I.B. • 39- 8" L F 10" L.F 2 !ttt 15" I_F. cc 18" L.F• 3 24" LF--__-_- w V7 Other s - - 2 Other to - ---- - - --. ------...--� - - 2 Catch Basin,Type I ._. .EA _- �..-_.�_ - �— ---- — co Catch Basin, Type II EA Storm Manholes EA Ponds EA Bioswales EA ' Vaults or other water EA quality measures _ _ ^ 8" i_.£ 10" L.F. ---- et 12" L.F. - a ' 18" L.F. to ✓ 24" L '1,. a Other - z Other N Sanitary Manholes 48" EA Sanitary Manholes EA Other • Lift Station EA Page 2 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number ANACOR'I'E.S PUBLIC WORKS DEPARTMENT ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES n ,r'" a 9' * e to e,, sir�r, y, t��,a �" A}so.. f+siRa xhF ` , g • 4" L,F, 8"oe F. h 12"— < 16" L.F. Other L.F. (CO 207 1120 Water Meter EA Fire Hydrant EA Street Construction Length f(rVidth%D ''S.F i7 90007 Street Lights 'EA J" _—,— w▪ Street&Stop Signs E4 Curb&Gutter t, (p ZS • —_ rn Overlay,Asphalt ON Overlay,Concrete I • Sidewalk S.Y. _ � 1 =_ t Wheelchair Ramps S Y. —� Landscaping S.Y. Loo -- 2 4.7^ - .3 Trails I -S l,: — — Stream Enhancement S.f Other Other Temporary - re ErosionlSediment Lump rt Smn 15Z:0; x Control** Y O Earthwork C.Y. --- " - ---- - -- _ — - a Traffic Control Erosion Control --- Utility EA -- -- — Relocation/Adjustment — TOTAL COSTS ** Temporary Erosion/Sediment'Control includes: Clear and Grade, Fill and Grade, ESC Supervisor, and Silt Fencing. Page 3 of 3 Engineering Plan Review Pee and Construction Inspection Fee Project Number m ur E IST. CURV STREET SIGN R LOCATE e SIDEWALK — _ AD/SIDEWALK X—SEC ' —A — I. - IIIIIIREMOVE EXIST %U 36,58 Cc6,0T CB AND 8' SD PIPE E , EDGE OF ASPHALT I _ ` W W EXIT 8' DI WA 33,43 w , a IA r' . , sse i4k Ys� . 4 t ' r L'F Gam' ift s �.� �1,�;� �•"`z� ��z�,�,4'u �� � �� �� � �5 �}".��, y EX. CB TYPEl '' r„ ,.SS'iy h/ ter;- ,,,i.Se.� fr�� ai {Tlg Y 's q��' '1$LA oaC'�+.r,rMt'u�A F� k l: 9 �i -y t, slur,,f rl 52 P a`It Eal,•i " M ,- 'i, ,i n`t.� ,S 7 . `- ,,tw-7., rhx kc ..,4 ,,cif, s �;' _ w,, �a�� 3ti'`.d - . a tre„�*.,x• „1 ' w� RIM E LE 34�16' ' y r - n • y r �� ^, a�� � ti, 6nt h . � r, at�r i INV. ELEV,28,46' Uy> ; }r y is �t rc� r�"S� mk'�6a ' a IksF>r'y �a��s" �dirli' SYy Tiq � � �' �"}'g`�4"t � >t " '. 4'fi "� „' 1.4 v Ijts*, t,�`. .K, .4 0,� ii STEP CB RIM TO C RB ,„ry,,ce a U't �r t ' •F etl' + -co��.. Pia 2 44 11u3xt r t .lu , " ! 4 yz13 '9 d1. 4-1(c. "wti s� ay 9d�`'> d a fr` ' ". 3� NEW RIM ELEV:3 83' T d T,y xr° •ru "n.?�e -5 ' ,�+ t,`- �+, r h `((��. k g. 1''l s�� �+ 33rr��.r 7 jr ,5 d;� zt -i- tw` s .r:»kl`31 K*;'��Iew,ht 'i r r �4 3 �a p r 4 t 6",.+ �b' S+ r �`,A ur $ d � S2 d ,,�' sl rK �. al � r. k �1. t , i 40.D �' h bl1 ta �� 4"e rvr'" ..sty y2 � ` , „ - , ��� 0 2,40 � ;L, . t r z= E 1 KILN! il. ,. Im r; FACE OF EX, CURB i�a <14 Lai.v..O. •,.. 4- 'o,A„Frey ea sn, SD \ � • a , ld2 TR` � ITIIIN / ' 6' "SIDEWI�LK S OPEOF CURB & SW =5,62% c N EXIS , 6' SIDEWALK I 32,1 zr gIsk4c zP ' ' t bf` ° G, .p ;s.4,s`a^' 4", '+ e . `' . rat,1. k, tv, 4 ` \„ - bl-fikr f , o > ,TER a r 2 o� I s � �t, S �� M4 Y , . TAP �y y� rs \ zY L.) ,:.A '.NB C FY'4ss' "i t -�q% h�i. r- #i� - °1 .14 T37 ��42.4 cs :r'5`3G"8t �, - dii i a 1 "L 4 fi 1, 3"S.VI `v .: 11 ( — _ — �" ' % r t Pik ur bn f< `7, !�ti I r{+6K t � � � kY+ '-� n� Ys u ,.r�,Rt+�! �l,,r. i�,r9F -e> ,rrJ ,.n�'C t ap '£y. N fir, 1 + `,, v.^r .i.'ssr`� 11-,, u„'1. rm V"(, ; 34 d,i uF nuf r ` ,ro- \\ 4,5,4 <""g' ' �'.-""tr (. 'cam L=£ .s... t *z }�_'. 44, 6' � �`F ' nl "x2;`{'r�t,' ` 'r��'`CrS�Y !� bn % Pi4 '' t it 1 \ � 9 n i-4� at t' , - X IHk � s ��3`r' `Y e i �1 n va x ary i \ \ - 2� ' ,r �n 4 h SEE NORT BUILDING �` � "',C���3Gf E}���sCC�.���e k �id�rx _z� S Ara Ss4 r .Ilk SRO ILEC C I ° .7± t±1.0 a 3 00 t?4E CI- 44 St* I ` Aj \ W _ ? R P [1SE .�_ \ \ i r IX` 40,_ z I 3 IL � I \ U � — 0 35' \o/ 2 ) 6O SF _, x10 IX EXISTING FLOOR V,= 37,O' /3, BUILDING r. \ vorafar i �- \ f L ivitilk• 1"-- \ ‘q I re \ , at all el 4 1 / -1- 1 argAIDdefkit aktrira [ ; \ ^I\ 1 \ �/ \\ I \ ��\ , \ 1 c ( \ \f. I/ r \ \ \ , \ I \v, . / ,, \ \ \, 137,001 ; ->,„_4( I \ , \ J37,0011 '9Jt • pt�'Q I38.20'( \ ,i\ EXISTIJQG SANITARY SIDE } II-13 34 srr;E . i;cj 1 H.W. i10' -s .2o1 ' ' to' '`.91 r -A- i 6FfrdI PROP `ESED 5' BUlL INS ?4— BOIL Et 71 2 ) 960 SF k FLOU2 ELWr 37.0 we, /a' . L -C)1C/I I g aNDA20 i $ a2 / se o3 I PCri 0O. O gI � zzQ w Q -it 6o' -- - �r L A6 se. aPt a*A/ • 8nweo Niebenv/ /I 1E3 - 3 ,rrec'77 17A/frez e1 s, lDq- Q 22 / w V tli klif is t 4 11 0 d0 Ma es, i I La'die iye RRdi fo /lade. 2ta 12, e-A , rc c- P '" Z51.rt a., CZra zuzL PL an eri iS• I o -4a - LQ/la�Xac?Pe dree At& ''2&dam &Nat ixa /de/ /5o £ttkezte- • l It IPEA K� _ `� -4 g/No k/ 2 yP.�Csr. (D.tip�r n/pein . 4i-. J`v�E1A /C -20 Ft i e56wOTH/J' 1/ iti..bc4/ 8 e Eilli 0 agzz,/ 0 5- 7 Ff-. snet u V (u a a;44-ss. 1.17 e dALGoN( 2 -=51 J ,eL'/dw6 SURVEY IN THE N . W . 1/4 OF SECTION 30, TWP . 35 N . , RNG . 2 EAst w . m . fb�IR��l�l�ll n�� l a 2006060900 Skagit County Auditorr 6!8l2006 Page 1 of 1 11:0IMM I �MON. 0.29' SOUTH — —S 89' 59'40' E 15i9.18 —-.. 'wc:--�"- --379.790 -- 735.19 Meas."' ' I I 34TH STREET I IS 89'59'40' E S 89'59'40' E S 89'59'40' E I $ 960 4, 59.960 X X . Corner not set 179.977 I Large pile of steel I II 4 Panels at corner. /4 t 9 8, i 7 g . 6 S 4 13 2 / : NOTES: z I 1.• Set re-bar with yellow cap # 9569. I I tu us um e els. 2.e Found Concrete monument with case and cover. ' •s4i o o o Z� g o I 3. Basis of Bearings: R.O.S. Auditor's #200404190139. I $ o o $ 81 o oc. cs `.�. m m : 4. Equipment used: Topcon GTS-303 5"total station. • 5. Error of closure meets Washington State Standards. Ii z ~ z• ~ z ~"--Chain linkfence 0Vr s � 6. This survey does not purport to show all encumbrances �( 1.10 feet east of line. I or easements. { I m K I I mil I.iI O I AI W I W I S 89159'471 E S 89659'471 E S 89659'471 E � W > i a 59.963 59.983 i79.890 ' > It is 0 16' ALLEY S 89'59'471 E 4:13 aoI s I c = el - I I 299.819 $ i CC = O ' I. s I o o • s it IZ z1 I I W n I o . a • '.oI o O O iI O • "CrOO 0 I g 0r saga I I I I II I 1 I ' I I S 896S9'58' I I I I299.839 ; •I ' I J I it I 1139.535 • 379.845 ' I —S 89. 59'58' E 1519.38 - - ill 35TH STREET LEGAL DESCRIPTION Lots 7 and 8 in Block 29, BEALE'S MAPLE GROVE ADDITION TO I ;F� „era ANACORTES, WASHINGTON, according to the plat thereof recorded in I; 1 o4ftraroos9 Volume 2 of plats, page 19 records of Skagit County, Washington. h'4t 140 , EXPIRES: 12-31-2007 to- 07- 0 6 o as ao 0o a a trarta I MS MI �� RECORDER ' S CERTIFICATE SURVEYORS CERTIFICATE C R O S S M A N ASSOC . BOUNDARY SURVEY _fl Filed for record this ay of _20_•pt M This map correctly represents a survey made by me or under my FOR In book— of, — at page.=�lt the request of: direction in conformance with the requirements of the Survey B R A N K 0 J U R K O V I C H W . Recording Act at the request of: &C4nro TtPA' y cd LAND SURVEYORS 1.P_ .4 • ..togs-S-MMN InJU . 20,ek_ SCALE Mae JOB to RECORDS it o'"'"ThAuo _ G^ � � 16146 MCLEAN RD . MT . VERNON, WA . /"= 30 6 D7—D* 2ev . -/4- a certificate tro: 9589 PHONE (360) 424-7359 WNW BY: CNC BY: Sit OF: Mt DEP wo. _ • 62'-10 3/4" 20'-11 5/8" 20'-11 5/8" 20'-11 5/8" 1111 ii , , r j--,, i l ui , 1 • li- --1 Z k 1 1 79.. $ .i. 1 ,....... -I, Err ICE:. V IIIW c� J O/`Q �� la zo 4 Gi oa. ip 4 Q R Ilk i 0 '_ u. o� � �I 0 h4 �n t-- �. n t • - cr' fl F— a ace �f:RI.WAa�- yI V PO I ` : N\ '' V BFLOW T Zia t.iQ ilk v`', SPR NKE R RIS R FA a 120 VOLT ELECTRIC BELL ei 1"--- . II 1nalSIP PIT KNIGHT 8324 24 VTN T CONVENTIOAL Photo i Smoke Detector 1 Iatill J Notification on Horn m NOTIFICATION CURCUIT Strobe _ 1 Fire Alarm Pull Station ADA Strobe F A C FI 1 OW I Fire Flow Supervisory Switch on Fire SorinWer System Tamper Switch on Re Sprinkler System Control ValveLTA Dry System Low Ak Superdsory Trouble Signal H D Heat Detector O eFLOW T Duct Detector t INITIATING CURUCIT N NOTES REVISIONS BY SPRINKLER SYMBOLS ��-- a • N_MERCIAL ALARM & DETECTION ALARM AREA PLAN ' DATE DESCRIPTION - 34th Street Shop PERMIT N0. �� li IT Tr O_ E P.O. BOX 128 34th street CONTRACT NO. 2006107 s' {'o' II* MOUNT VERNON, WA. 98273 ANACORTES, WA. 98221 APPROVAL ANACORTES FM. DRAWN BY RICHARD J. SIGMEN s BP 17199 BENNETT ROAD SCALE 1/4" = i•-0• MEM DATE 1' 2' S 4' 6' 6' 7' 6' 9' 1-360 848 1533 CONTRACTOR BRANKO JURKOVICH REVISED AL12of 16 PLOTTED PROPERTY LINE -CD ri I o % Z-PURLIN EXISTING SIDEWALK 5' SIDEWALK SAMMY SIDEWINDER illirriplommotimml FACE OF CURB - ( SWG ) 24'-0" 61 0" _ 10'-0" 20'-0„ 5'-0„ ALL THREAD ROD VI PAVED H T i, RING HANGER EXISTING CITY WATER MAIN PARKING LOT 4) )j 1 ./ —ROADWAY EXISTING WATER _- i METER H STORZ CONNECTION MOUNTED ELECTRIC BE_L MOUNT ON EXTERIOR WALL OF BUILDING TAPPING VALVE ON EXTERIOR WALL - C IN ROADWAT BOX II- .... ® i - 0 6" FLANGE 0'-6" AFF PROPERTY LINE - WALL POST INDICATOR W/ T.S. WATER FLOW INFORMATION: 0 STATIC: 69 PSI -NEW 6" DIP SUPPLY 1 RESIDULE: 57 PSI —RISER AND BACKFLOW 2 FLOW: 4244 GPM LOCATION BY: CFP L PROPERTY LINE vcf‘1,0,/yr:____ ALL UNDERGROUND PIPING AND INSTALLATION 4.' 4 ` TO BE IN ACCORDANCE WITH THE CITY OF ANACORTES1: -" CODES AND STANDARDS ' '' ''�'� --rgib Door 215-S/00 N NOTES REVISIONS SPRINKLER SYMBOLS , . 34TH STREET SHOP AS DATE DEBCRD'T10N BY ." ... . Commercial Fire t. PERMIT NO. w 0an Protection, Inc. 34TH STREET CONTRACT NO. 2006101 7 17199 Bennett Road ANACORTES, WASHINGTON 98221 APPROVAL DRAWN Mt. Vernon, Washington 98273 E BY 1/4" = 1 Cook 2' 4' F' �' 10' 17' 14' 1f' 1R' 360-848-9093DATE 8/8/2006 CONTRACTOR: Branko Jurkovich " `° FP 1 of 2 a upright on 1 "x0-4 sprig upright on 1 "x0-4 sprig 24'-8" 24'-8" 24'-8" (o 1 co - o 0 6'-2" 12'-4" 6'-2" 6'-2" 12'-4" 12'-4" 12'-4" 6'-2" ( 30 ) - ( 24 ) ( 18 > - ® ( 6 ) - 19'-0 7/8" 1 O 0 _ 0 - __- 0 82.2 +28'91 /2 1 82. 2 _ 0-28'91 /2 Ij 82. 2 +28'91 /2 1 82.2 +2 82.2 8'91 /2 +2 82.2 8'91 /2 +28'91 /2 1 -branch line w/ sprinklers f -main H ( 29 ) ® ID i O 82. 2 1 82.2 1 82.2 1 82.2 1 82.2 1 Co o Li I __- __ - --- --- --- ---- - _ ---- --- - - - -- - - I dn. to riser op ro - _ � 28 � \ 16 ) ( 10 4 0o N O 9, 0 0 0 r), 0 0 N 82.2 N 1 `L 82.2 N 1 `L 82. 2 N 1 82.2 N 1 82.2 N 19/ / + i I I - 4 4 ( 27 ) N ' 4 ( 21 ) N 45 ) N +�!, N 4 k 3 > N O O 0 /' /1 82. 2 1 82.2 1 82.2 1 82.2 1 82.2 1 -+27'11 " /4 -I--- - --- -- - ---I - - ( 26 ) ( 20 ( 14 ) ( 8 > 0 0 0 0 0 0 CO - - ---- ---- -- 82.2 -1 _ 82. 2-- - --1 --- - ------ ---- -82.2 ---- 1 -- - - - --- - - 82.2 ------ 1 --- ----- --82.-2 - 1 --- -- H STORZ 25 ( 19 ) 13 O O CONNECTION- > - - _-. -0 _--. - - __ _-_---0 - V - _ V Y-_--_____ Y }} � 82.2 1 82.2 1 82. 2 1 - 82.2 1 82.2 1 - of N _ v) ri 6" DIP SUPPLY- , 4 BUILDING TO BE HEATED RISER MANIFOLD W/: / �� (1) DRAIN AND TEST riser location RETAINING STR Beam Clamp �I h�i (2) FLOW SWITCH .. i '`'� (3) PRESSURE GAUGE 7 (4) SIGNS ON BODY A.T.Rod Design criteria: (Length) Design per NFPA #13 extra hazard group I occupancy '-' 1 Hanger Ring Side Beam 4 READY RISER--- 1 , i A Resin application area ( boat manufacturing ) 4" GR. CHECK VALVE . .3002500 sq.ft. area 500 gpm hose allowance ,� BOLT THRU ar Area to be heated by owner. Sprinkler heads to be 4" GR. TEE ..Bracket standard responce uprights. Piping to be black schedule WALL POST INDICATOR WITH T.S.- PURLIN \ Nut & Wash. 10 & 40 steel with cast iron, grooved, and welded fittings. 4" �' `-4" TO STORZ CONNECTION A.T.Rod WILKINS 350 AD- e; Demand: 1342.1 gpm at 46.2 psi at source (Length) 5. F lr Hanger Ring J r 6" DIP- SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 0 36 UPR BRASS 286 8.00 1 /2" TYCO TY-B Defaul N NOTES REVISIONS SPRINKLER SYMBOLS �j DATE DESCRIPT70N - Commercial Fire 34TH STREET SHOP PERMIT NO. 0IE Protection, Inc. 34TH STREET �`" v, 17199 Bennett Road Rom No. 2006107 Nit. :> ANACORTES, WASHINGTON 98221 DRAWN BY Tony Cook It kctli a" Mt. Vernon, Washington 98273 . . . s . . . . . .'"r"�`:� SCALE 1/4" = ��_�u -. r 1 360-848-9093 DATE 8/8/2006 �' 4' fi' 8' 1 O' 17' 14' 1�l' 18' - CONTRACTOR: BRANKO JURCOVICH REVISED FP 2 OF 2 PLOTTED i SIIMIRRIRMI;p, _\yi_- - 1� 3 INCHES CUSS B ASPHALT TO MEET © UNDISTURBED EARiH OR SUBGRADE SHALL BE PREPARED 41 1- o 1/40 1 , , i Ill `�, , • \rscie2- .V1� 'To ¢. 11 WSDOT SECTION 5. AS PER THE CURRENT W.S.D.O.T. SPECIFICATION. ALL SUBGRADE !,R E- 00 I \ A ,00fw� M 'lt Ivlp41 Col ' ct ry Iti t vc Stv(t+ I�+ZHr.,Nu >Y71�r" • I �� I FIL SWILL BE COMPACTED TO 95% OF 1HE MAXIMUM DENSITY. - �I L t� 1AT A MAX OF 8' 10 12' LIFTS. q ri r �O 34TH STREET 3CST OF CRUSHED t IST. CURV STREET SIGN `fo �g21F j s tJCtYn L '�tWTZp Rc N� 1 �r�K - wsooT STANDARD NO. 8-03,9(3). WIDE X 8' THICK CONC. SIDEWALK. LOCATE P SIBEVALK .-fo - P1'nDJLH,. cc c c*. '>%'S Qc ty-., cc.... 1l.t.r,h,1uH� ER MY STANDARDS. >4' Q Sc sc _ - - t LACE I] B INCHES OF 2 1/2 INCH MINUS BALLAST IAEEfING 75 - - - - AD/SIDEWALK X-SEC �A - IS i' M1�o►�u• t���+�J `fiLt `r �r�"�oE / GAS COMPACTED TO 9 % OF THE MAXIMUM DENSITY AND v 1 R�rLA MIEnwo wsooT srANiMRo No. 9-O3.a(t). i a REMOVE EXIST ' - ' --" UNUERGRQUND EXIST, CB 8' SD PIPE 2 6 E . EDGE\ OF ASPhALT POWER '0,� s. 3 ai �° III ASPHALT t . r ' 33,43�' T - SANITARY -- - ® xs sew CUT PHVLT EaOE a E Cu VI a I 14 EDGE ', EX. AC WATER MAI ' w EXI 8 fl] WA w _-- - _-_-- : - L -� ��! SEWER 1 J f �/ (� Q EX. CB TYPE1 4ullc> l c► 4- I c1'� •F try, it. Y ASPHALT PNWNG APPROX. 1 FROM GUTTER r �IGi LX)Lo'(blT� (J"O p,� RyC,SD INLET IEm3389' rC' RIM ELEV.=3a.t6' C L �' „ K s ,F -.� 1/4•46, is&•-itr_- K�+,-Pm tw STORM (TIN) I. SEAL If AR- OR EQUAL t a ar u} 3 1 S 1 16 IF 12'..CPEP"SD ' , ,;, : 'IV ens 9,. (NV ELEV.-P846' '.� ( e cue: AcctA-A ►.-.ill SEWER '�' •-- 3L' t 3 3`c s N , ' N I • TO DITCH n,. .. x• ATE"',••T ° ; ,, r F 1. r$2! • 7 - ' , 12' D STEP CB RDI TO RB `F _ I.1 E X PEP EI=35 ry laQrj.I' L X sa3339', Ihati•nt�+w-AN - ' WATER '' tKc ff �> I d I, a. • 'T T" C>t '11N�L rm..�n , pr s �y p 4• I I: .„.77 � � fl RIM ELEV.=3 3 �� iiriiiiiii�� +�� ,- ' p!H lit. I)rM,Ik " , :10C� mp.) t, I" r.4� if ( 1A_ MAIN --- - --- - - r, r• t : SEE Cf NES ANARR CUORBES "-r 3 p 3 0, I r R II ' ,+,A ,v w•r 1 EXr -Q , IY ' B 1 40A' „1t R -W V I allilll GUIDELINES IF COMPACTION E"''C N '6 01 '�6 '; I.I _ ----- i _ K�<. fn �kxtT.y Pv �P� CrW NOT BE MET. ,7 Q ¢ ¢ 4 I X li" CDNC S] TYPE A CURB t► `44 ¢ o� pa (1 V J I„ I_ T.4�b ,,gf "' Ie. �.r FALL Of l X. (UNB ,1 -"44111 +7 w,. -. _ - Iat -_y4. --- --_ TO '-_ --_ __-_____ ._ �L -- SSCIc. (!" i lit lz• CDC. CB TYPEI ` °• J • 6' SIDEWALK N S1.II]PE.01„CIMtB & Si/ • /. M• Kxat<Iii 111 R ITIUN LXIS _6 SiULWMI I TV H 0 TYPICAL 34TH STREET/SIDE1YALc X`-SEC A-A , ° fY I l 'o $ RIM ELEV,=36 ® - - - WFH2 f� II ' _ .L. ^^ ^,t - a ? �i1 1D L OF 8' CPEP SD WGV Da SCALE: NTS 3Z.I� . ,= • f ,S el. . . .• INV. ELEV,= r. , r 4 , \ ., ,ml``,' ", : ' E . ,, WET O brig I . .,,, r • r.l .- .. . / CB TYPE 1 i m' "', r; }},[44 '" ' ' I r ELEV 33,2' EROSION CONTROL NOTES co NEW WATER METER ` ,J, <, , r : I.r ' " „ , . 7 BEHIND SIDEWALK WITH teic :, ,",�i iwi , INV. .=30.2 ,f {" rr MMII�� _ A, A Certified Erosion and Sediment Control Supervisor Is required, The ESC Supervisor must have attended and Erosion 4, L`I ~ 1' TAP t 1' COPPER LD xT 1°Sr and Sediment Control class within 3-years from today's date. Must provide certification card, ; ^ .� C I PROVIDE WITH DOUBLE • • B. The Certified Erosion and Sediment Control Supervisor will oversee and be responsible for all erosion control. The I CHECK PAVE WITH • • • �� ui. vl I�tt' 11tr�1' . R. , 1 �i TY115 Llr r` facilities shall be Inspected dailyand maintained to ensure proper functioning. Written records shall be kept of weeklyw I ' r` �A P P 9 P oII BACKFLI]W PREVENTION \ A}-1 1 L it..X.1.1/41 t 1� t�1C, lc� reviews and after every significant storm event of' the ESC facilities during the wet season (October 1 to April 30), Oco Y BUIIDING Q r ~�- Monthly reviews during the dry season (May 1 to September 30), Written records shall be turned Into the Project �{ W a v 9.0 ' 4k ��i t;X1::lit-11, , 1.1t'L , _.,t_, kKTCNDh: Manager or Inspector on a weekly basis at the weekly scheduled project meetings. • p., O ';AE7 ,�'f alai TYP' ` Nt1E� ��3 Imo- I " I No? 1 L C. Shall be In place per the approved set of plans prior to any construction start, N '+ ,,; h 4U' - D, The erosion control shall be Inspected once n day and modified to meet the surrounding conditions as needed, �I cat ) , . 1 I / P Y 9 `may E • , ., kY T'Ti, m,p y, _ _ - E. Provide a sign displaying a 24-hour contact number and name of the ESC Supervisor, The letter size shot be a minimum h I I, / \ Y „i I1M„ ,a yfa r• \ PEAK ELEV,=G7.u' �f 2' letters. This shall be In place prior to construction start. Remember, the look of the sign will be a reflection of44 ' . , s NY4wr'• Ys,1, $ 11�,1tr ", t d the Contractor and Developer and Development, C0 d 1 I tI,l .''''•° ..... ',, , i N F. The storm drain system and existingditches shall be cleaned daily (Section 7-07,3), All drainage systems shall be T�„ �.�� ' SEE NORTH BUILDING z Y e Y x � _ 4 < ��� cleaned to the acceptance of the City of Anacortes prior to acceptance of the project. W E� 1 �I� ° 3 SIDEIYAU n �' • \ i'"''a RE I ILE ErC n G, Install the filter fabric between frame and grate on all catch basins on and off-site affected down line of pro tect, n x w III • lid• J \ • ,Q �y l➢ 17 I The fabric shall be Installed over the t,p of the cover to prevent any unwanted silt to enter the structure, No H ='' 'I • I; , � rte 1 PROPIJ D DUILDiNG .. sediment shall accumulate In the catch basin, P Ix I EXISTING IL a/► J L D H, Install Silt fencing per the City of Anacortes Standard Details In areas shown on plans, f o O 40' .cu.U' I. Stabilized construction entrances and roads shall be Installed at the beginning of construction and maintained during �� l , a the duration of the project. Additional measures may be required such as wash pads to ensure that all paved areas are �C ac ¢ 'I ii HOUSE 6 PVC�ASDt FOR r • kept clean. No mud is allowed to enter onto Citystreets. See the City of Anacortes 'Construction Entrance' detail, ti A Z III li �"1� ) VAN ACCESSIBLE' SIGN ROOF C'_p I P 1, \ I . J. An soils exposed that will not be disturbed for two (2) days duringthe wet season or seven (7) days In the dry BELOW INTERNA110NAL X Y P Y Y �I , LI I C• V, r ,1 J season shall be Immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc,) `� a SYMBOL (WHITE ON PROPOSED II ./ 10.0' --I K, Two (2) weeks prior to the beginning of the wet season (October U, all disturbed areas shall be reviewed to Identify I 1, "_ �,� BLUE BACKGROUND) ON \ Q I - ,u,o' - ELEV.37.U' FIEV=:1/1 _ -�` GRADE - which ones can be seeded in preparation for the winter rains, Disturbed areas shall be seeded within one (1) week of the ,, I LINTER Lr LUT 11� POST +' \ 4U. 41 beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be p: 11 • Submitted to Project Manager. The Project er ire ng onal s n er to \ . ( \ \• I II 3y, - -_4- -___ - ..__-- - - - L. Penalties waters,for a Erosion tControlrvllalatic doyen sub subject tosan#300uto $10001 fine underChaptera17i66ordPenalties for t 4r1 _ I 6DOPOSED � J • Violation. Each day is considered a different violation, the roads shall be cleaned thorou hl nt the end of each do " ►� M, If sediment is transported onto a road urface, g y y. 1 --� o \O R T H E U 11 .. D I N G PROFILE A- A Sediment shall be removed from roads by :shoveling or sweeping and be transported to a controlled sediment disposal r. 0 1 I, 2 \ 1 3 ,,,,\IIL � I \ � garea, Street washin shall be allowed I„ after sediment Is removed In this manner,� M r, I SCALE 1'=10' N, Temporary BMP measures may be removes' from the site when the site soils are stabilized with sod or substantial grass ��----{f : I ji • I growth, �4 ' • 1,0 a 9 296O SF 10' I i L X I S I I N II - 74' i cn ,,,, ' ; ', j ,,..• .. � .�rK.W.►w.�w..� ,.M �._ ._. _ \ I BUILDING1 , ,_, .� alC �.; •;' I ' �7 as co; }II. FLOOR `€L V,= 37.0 1 EYJ' Kh c 1 _1 �► r. \ \ 4p PROPOSED BUILDING -r-) o o H a o 'll I IF 26' J rt-4 I= co �G EXISTING I REAR WALL Wit' II 14 Ili GARAGE j I r � , , , s 9 ACT AS RETAININL • -'+-� 'ft •' / :r I \ hL L O WALL FOR ALLEY -PRDPGSED a I g W 61 A I' BM' DUMSTE PAD / _______ ler -- FLDDR EXIST, oI '¢` '"Ci a ! _ , iD KYI'T ELEV.=37.U' O d I - _ - - - - - -- - 7-� d� ' ';I ' I LOCATE EXISTING 6 SS SID l/ l - ��- - kilTTt .� _ --- -- r. -- ____ 1 , \ - _ I0,1% Ira l TQ PREVIOUS BUILDING I I 3,' VERIFY CONDITION REPLACE I - - r4 G''J 1 I I T 1 .--i i \ �I1R PROVIDE . CLEAN OUT I t A S I �) l� I L D i \ �] PROFILE B- B �' -�' op,r� AT NEW BLDG. mar ►t+>►cx� - .�, � I ' TOP OF REBAR �`Lv - U \ wrui 6 R: ,Try SCALE 1" = 1 O' 1 $, y � �� I DATUM ELEVATION=38,08' G>S���� ,�� ' 16' ALLEY SEEEAST BUILDING Ex 8• CUNL 55 (I) ‘4.‘„.. ROW PAVING AND GRADING NOTES : _ 1 F 0 Ai SS ST TT \ TT } - ST - -- 1S- - \ PROFILE APPROX. DEP1H 10' 1. The contractor shall grade the ROW to provide subgrodc for road suitable to serve the I� „w\ A I U M find grades and typical section established in the pions in accordance with A.P.W.A. i i� - r- 6�4-bes.J f ) r - - - - - - - _ _ _ _ Standard Specifications, Division 2. • r� !i; - - - - - - 2. See City of Anacortes Ceotech testing requirements for infrastructure improvements. r. -�� s DAIUM :_LLVA , IIIB. I '+ '� • III ,rq CITY OF ANACUR I i NAV LUU ASPHALT CONSTRUCTION, See Section 5-05 and Section 9 al the 2004 Plans and Specification For Road, Bridge and Municipal Construction, • LOT AREA - 6,000 SF \ \ _ TOP OF SOUTHER) I f ROPE k I Y ..radi K A. All asphalt to be removed must be saw cut. A jacks amner can be used if a nice even cut Is made. Wheel cutting is not an ELEVATION=3B,Ui3 approved method unless approved by the City of Armcortes Engineer in advance, Any deviation from this specification shall be In writing Q� Ix � ' MAX BUILDING COVERAGE (50X) = 3,000 SF 48-hours before saw cutting takes place. ^ BUILDING COVERAGE PROPOSED= 2,960 SF SITE PLAN A N B Additional asphalt may be required for removal by the City of Anacortes Engineer or Inspector. E! I I ' S I STORM I) RA I N N ()II'L- : C. All vertical drop-offs within the traveled way will Le backfilled each night. TOTAL NEW IMPERVIOUS =4,250 SF -.. D. Abutting edges and curbs must be thoroughly cleared s CCS f•� n Q� ' I EX/5T TOTAL IMPERVIOUS =2,870 SF SCALER 1'=10' 1. All corrugated polyethylene pipes (CF'LH) shut be ,,r,outh interior and rnanutectu,LI: Irun, nyh - polyethylene resin, which E. All asphalt edging will be tacked prior to asphnttlnn. ,__.4 tJ tti shall meet or exceed the re wtenrents of type 111, Category 4 or 5, Grade P.$5 Li P34, Class I,ur ASTM 01241i. In addn,t, F. All asphalt patches must be a smooth transition. No bumps or high/low spots (Section 5-04,3(13)), Surface smoothness maximum » q YP 1. 7 L4/VDSiIwTI'ING REQUIREMENT (10% = 600 SF the pipe shall comply with all rnulenal and el/three:, uyuirernents of AASHTO M2' 4, 'WI_ 15ix; 9-05.20. Polyvinyl Chloride variation In 10-feet parallel to the centerline is 1/6' and transverse 1/4', h' /��� F GRAPHIC SCALE pipe (PVC) shall conform to the reywrenrents r AJIM D 3034, SDR 35 for pipe up to 15--inc,h ,bu aster. Use sand impregnated G. Sub grade will be compacted and tested prior to asphalting. ;..10 i • LANDSCAPING PROVIDED 600 collars at all manholes on PVC Uuols Lire acceptable at manholes (Industfandard . fr, all nment needed. H. A minimum of 3-inch class 'B' asphalt patch to be compacted t6 F7Ae rice density (Section 5-04,3(10)B). NEW PAVED AREA SHOWN SHADED tD D s 10 D 4t1 pipe. ( y ) I g p I. All final joints and saw cuts to be sealed (Section 5-05,3(9)B) using a hot poured Joint sealant (Section 9-04,2(1), A preferred ' I 'CL) I 2. All concrete storm pipe Shull be Plum Lunt,' tianeUk '.lode `_;ewer pipe conforming Ie the regwrement , •,r AASHTO M Bb, Class 2 and sealant is AR-4000, ? T ;...4 E : • • PARKING REQUIREMENTS conform to the WSDOT specilicutior :. section J. In areas where asphalt has been removed and C➢F is In the trench curing, a steel plate is required for cover while It Is curing. NEW SLUNG ( IN FEET ) Provide asphalt around steel plate to prevent the plate from ratting, The Contractor will be called out at anytime to correct any rattllnr, 2,960 SF WNUFACTURING 0 1.5 STALL/1000 SF = 5 STALLS 1 Inch - 10 ft. 3. footing dams, root down spouts cod : I,rtuu, u:•inI . Lire to be connected to th,. :tune n dIu, aye ..,:. us ,ern or swoies shown on that provides complaints. I ~ l the construction plans. Drainpipe ant idlin:t:, niur be PVC D3034 SDI 35 or uy.Hivulent per the r,.,.iuirements of lv1SHT0 M252 tLir K. On Commercial Avenue where local businesses are effected, no asphalting will happen In the lane of travel Work will proceed before TOTAL NEW PARKING REQUIREMENT = 5 STALLS through 10 diameter. All fittings shall be of Ilke n:uterial as pipe furnished t. - •he. pipe :supplier All pipes shall be suitable for Ir,: ,r or after business hours, I SHEET NO. i = 5 STALLS a gravity storm drain conduit. The end of :;u r.,al Lind tooting drain stub ,hull be marked sha i..- la Drain on u PVC pipe. The L. On major streets where traffic congestion Is a problem, the patch will be protected with a 1/4 Inch steel plate until sufficiently TOTAL PARKING PROVIDED marker shall extend a minimum Lit 36 inche .rl. :r the ground. Tire portion above ground shut labeled with block letters. cooled. CCity Standard Detail. ' Approved for construction subject to the City I R R of Anacortes Design Standards Applicable REV.: C SOLID WASTE COLLECTION 4. Catch basins shall confetti' lu Ip,,e I, type „; I;I e 11 us defined in said to, W.A. `ltandurd ., Iticutions and :..tundard --rwAS Plans with flat top frame and +tune i _Hate: . °` AL ' / Ordinances and Codes as of Date of Approval. YLA 1 SET To Com?L� T ,- ;.,Z Oco-o$-oc, ' ]OH N0: 408 jl I er1 A.s WILL BE COLLECTED IN COMMERCIAL DUMPSTER CONTAINERS, 5. The cost iron frame may be plat cif tlunge d•,• . .,"iju:.t,nent blocks in lieu , mewst . olio( • installation o1 ,.etch basin: :Aril ►y w- ��� s DATE: June 6 2006 r LID WASTE B RECYCLING 1�tr �eRa,�CCITY ENGINEE� DATE $0 shall include final adjustment (tit art, be requot.0 t, finish grade. Imtallation within the [awed ..,y shall be per City of AnU „ " ,o . 1. .QQQ 0 -0 SCALE: 1 =10 Type I C.B. with 1b barrier curb del:oil Ionics:, did as a thru-curb inlet. rnt\J[P ' nr J *StiW,aa -oS ` 17807 �-t/� Construction for the approved project is to D D. AFT2pTrSTp^. j, -j •. _, �� start One year of this date. ,I RON: "C'' a -. f 3 INCHES CLASS B ASPHALT TO MEET UNDISTURBED EAR1H OR SUBGRADE SHALL BE PREPARED E 1 wr o � tE12 S�V 1aE 'R� �~ �� `t '> WSDOT SECTION 5, AS PER THE CURRENT W.S.D.O.T. SPECIFICATION. ALL SUBGRAOE W I t °I I I --I 6' i F- FILL Stall BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. 5 L- p0 0 r i , • AFT 'll N' t C0.� vca4c t is 5 ruti<M I�r1H rr w� ›1 lc Ir' �i J INCHES OF CRUSf1ED SURFACING MEETWG AT A MAX OF 9' ?0 12' LIFTS. o 1 A 3 4 T H STREET �, ��l�rr, F,Lyu fGp 3ic,N, 4,LIvK J 1 E�(IST, Cl1RV STREET SIGN — _ — — WSDOT STANDARD ND, 9-03.9(3). OCATE ! SIDEWALK — �o �o�rl Orr G�. `+tom` (�wrt �NH���' 1' I I ® WIDE X B' THICK CONC. SIDEWALK. — — — — — _ T— l — ENCE I j B INCHES Of 2 1/2 INCH MINUS BALLAST MEETING ER CRY STANDARDS. �; q q q 1. D/SIDEWALK X-SEC ; A i % ,s lw r�►+C�ru• loraScs� �n`1�ay rv. (�u��E COWIPACTED TO $ [EXIST, 9pc yy� , i / GAS Q MEETING WSDOT STANDARD NO. 991-03.9(1)DENSITY AND d ' l 1 REMOVE EXIST UNDERGRQUND I ASPHALT CB AND 13' SD PIPE �o 0 E. f➢GET CI ASPHALT POWER• -'2•_'• a e ' EDGE fcT�ftYil �T,�18' DI WA - =�-o w EL AC WATER MAI w EXI v v •� v SANITARY a I .,e w H ro+ �, mr- - ® SAW CUT �a^PHALT EIxiE g CL Cu Vl C 4 sew EX CB TYPEI loitcw c#r..ci LYE h=lrr, IL, SEWER .i• : ''PVtTSD'INLET 1EZ3329' RIM ELEV:341b' Cu4 , tiisugt Kwm tai' STORM Y• AScriP)PHALT vAnwra APPROX. L AR— curttx avid-�ex0Lo- "9"t� rn3 ° ) �' 16 LP 12'- SD-SD El, CD 1127U TYPEI INV. ELEV.-2BAE' --� Or) s� WITH Ill OR EQUAL a a, ' EX l " GPEP '&D FAsE rcr��y [ � iL L. E SEWER l► ; _ 3 �) V t i ?6 DITCH )"u ' ', �, 'r .. -.1-;•--t, ,err •` ,I0IM ELEV.a34.79r, . ' STEP CB RIM TO e Sys_ 3� a d •El r "++ � (r�r - r�r • ; � «r ^, .^ all NEW RIM ELEV.3?83' rocut.nt..+rrxc= . cstR4er44-A:{ , WATER S giff160r0�1nf ra ": ".,:SEE CRY OF ANACORTES z a -7• .11iiiiiiie �,aa � , , t , . rD � a7 'rQI 4Q.11 N l� i.;;,S.; •ie-. . ... , r GUIDEIJNESREPLACEM7 FOR 1T CURD 0MPACr10N a a, a! iY +' : j1, it I: �� TYPE A CURB CAN NOT SE MET. ~ • �i : r ., , . [ACE 3E I A. LIM l Y.: Ir CONIC J I ¢ ¢ ; ¢ ;l n,.- . a' or till Ili. ( SDC11 ❑ t► • cs 3/- `; !1' lYl — s - SD — lb c �¢ w o E T • ° �P • SSCO t 12' CONC. \ • ' I4 R ITIAN SSMH O > > > I a .n ° • \ ; /. Eu : EXIS . o SIULWnt h WFH2 ill TYPICAL 34TH STREET/SIDEWALK X—SEC A—A CI TYPEI 6' SIDEWlRK SATE,OF_CURB t SV .0141A TV T t ce c $�' RIM ELEV= r�lr • 9,. R.: �h'pV1G WGV D4 SCALE: NTS I •• INV ELEV= "ram �, 10 LI DF 13 CPEP SD •• ,. , y, .,tr , I 1/404-� L. v' , t� " } w + F,n*,,`,� , ! y CB TYPE 1 \ MET 83 ;; ,IZ\I C3 a ` a�, ),eery ). ,, ELEV33,2' l u , NEW WATER METER ;�' M „ +n T ',xJ ,, a ' , ,, �� �, , EROSION CONTROL NOTES Cco i BEHIND SIDEWALK WITH Nf'1 { j7j, ,l.r r ,t, ,a 1�s , tl , ,. ` 1 - --�--- A, A Certified Erosion and Sediment Control Supervisor is required, The ESC Supervisor must have attended and Erosion �I ' r INV. 30.2 t= 1 TAP L ] COPPER LI _ • *• �, ` { — and Sediment Control doss within 3-years from today s date, Must provide certification card. r^ I' PROVIDE WITH DOUBLE 'r ,' :,i'',,,,,-,,.,.. ..M I , i B. The Certified Erosion and Sediment Control Supervisor will oversee and be responsible for all erosion control, The ! v 1 r` �,4 vi lu r 11tN1 It 1 t y 14i 15 L INS facilities shall be Inspected daily and maintained to ensure proper functioning. Written records shall be kept of weekly 44 o CHECK VALVE WITHI BACKF" PREVENTION I ) r A5 Ail It',- Itik:4t t I 1 a- 11J(J\1 tom. reviews and after every significant storm event of the ESC facilities during the wet season (October 1 to April 30), Co P AEEWYVTQ &1LIIIDJCr I ` ` ',�►' Monthly reviews during the dry season (May 1 to September 30), Written records shall be turned Into the Project f W c� I l \� l r " ; , f^'^ 90` . , , 4 , l X 1 lwK, ►Jcv L-, CK FCNTJtI J Manager or Inspector on a weekly basis at the weekly scheduled project meetings. ;? im; Q `J rr �gp�I�t ? t ,., , ,, , TYf�. j No l 12 " C. Shall be In place per the approved set of plans prior to any construction start, l� ^+ "^^'"'�t c g , , 1,IEkp-2. l\, l...yl 1\' : 1 4ir — C� / FLU#) /`-- D, The erosion control shall be Inspected once n day and modffled to meet the surrounding conditions as needed. 1`�l s ,vP ,rr truth (� �f br r , ,,' , 1 ( _ d, H ;� §',rt „�, , , l `- - _ _ , E, Provide a sign displaying n 24-hour contact number and name of the ESC Supervisor, The letter size shall be a minimum E-' cad l�tq '. ..",;:i,f Tf� ao f a, 1a'` u( , PEAK CLEV,=f%.u` 4. of 2' letters. This shall be in place prior to construction start. Remember, the look of the sign will be a reflection ofcs 55 ' ",tn,, the Contractor and Developer and Development. •i,.., .� L � _. - ; F,„ ,Tee ,t �•s I r, � SEE NURT -1 BUILDING h systemgdaily drainagesystemsI �i I Ix N . ' •Yaw r � Kt^Lh6 � � v F. The storm drain and existing ditches shall be cleaned (Section 7-07,3>, All shall be 'l l I i , 4 1 4 •• t ro cleaned tote acceptance of the City of Anacortes prior to acceptance of the project. I> W [•+ II a • ' �` 4, - \ . • • RD ILE C,—C G. Install the filter fabric between frame and grate on all catch basins on and off-site affected down line of project. x cn I \ S \ ' • w (<f�l+Il➢ ' a ,`' t 1 ti The fabric shall be Installed over the top of the cover to prevent any unwanted silt to enter the structure. No — W EXISTING IL y 4 -4 /, PR[iP[i LD BUILDING a sediment shall accumulate In the catch basin. I \ A 0' \ l H. Install Silt fencing per the City of Anacortes Standard Details In areas shown on plans, 0 'I HOUSE •# Igs .I. Stabilized construction entrances and roads shall be Installed at the beginning of construction and maintained during • C ) �1f 1 ) VAN ACCESSIBLE' SIGN 6 C SD FOR I the duration of the project, Additional measures may be required such as wash pads to ensure that all paved areas are M 0 i .����, BELOW INTERNATIONAL I' kept clean. No mud is allowed to enter onto City streets. See the City of Anacortes 'Construction Entrance' detail, p I 'I • J. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days In the dry �� iS SYMBOL (WHITE ON PRUPUSLll 1 season shall be Immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) N ,�vz BLUE BACKGROUND) ON \ fa I 1— lu.u` FLDDR _. 10.0 'I K, 'Two (2) weeks prior to the beginning of the wet season (October I), all disturbed areas shall be reviewed to Identify �� _ POST — TENTER W cUT P ICi.RADE� _ ! b• \ 1 ELEV:37,0' • 7 GNpDE which ones can be seeded in preparation for the winter rains, Disturbed areas shall be seeded within one (1) week of' the \ \,, iU' r _ _ beginning of the wet season. A sketch rap of those areas to be seeded and those areas to remain uncovered shall be • • Rip , sEri , I 11 41 MA t _ / — — — — 4r� submitted to the Project Manager, The Protect Manager can require seeding In additional areas 1n order to protect I • surface waters, adjacent es or age G" I Jy' I`s — — — — - _, ______ L. Penalties fEachan Erosiony is considered Conredrnii differentrenv ubjealltoss $300 to $1000 fine under Chapter 17,66 - Penalties for .`. • O:I 1, �• M. If sediment is transported onto a road urface, the roads shall be cleaned thoroughly at the end of each day. x \ O ) NORTH E U I I _- DING PROFILE A - A Sediment shall be removed from roads by :,hoveling or sweeping and be transported to a controlled sediment d`spasal A"`'1 r .� 3 I I_ I� I \ G I area. Street washing shall be allowed after sediment is removed in this manner. a i I N'. - PP ( SCALE Ir-101 N. Temporary BHP measures may be remover' from the site when the site soils are stabilized with sod or substantial grass J r•L—q 1 i I .� I 1oA f SF' l to I LXIS IINL r - - -- 74, g a2 11!ii � ,.� �. � .....�.«.... r �.� ._ _ .. I BUILDING — .�, N I \i FLOOR \ELEV.= 37.0 _i_,, rn°',� 1'ji; , ! .. 1 i sil 41411) r., \ \ a a , "� il�► \ 11 PROMISED BUILDING -1—) o o �, EXISTING 26 -- F" o I I II I I' f 0 9 REAR WALL WILL I1a ' GARAGE I / I S i ACT AS RETAININ+, - I -a,� `� L.: 'I ; &L E 1 a, WALL FOR ALLEY PROPUSL➢ 1 a> I ,I I'', WS' DUMST PAD \ ►6' FLOOR EXIST, e l n W A I ; di! l 138.2 ' 1/011111__ _ _(� ELEV 37 U' \ GRADE r _ 4. 01 _Kerb o °,1LOCATE EXISTING 6' SS SID — _ 1Q,7%_ Q m — N ! j TO PREVIOUS BUILDINGSit • a5' �CrID �VERIFY CONDITION, REPLACE G' J\ i \OR PROVIDE 6 CLEAN OUT - I .--(T __�_-- — ` — \ I K.:i.J A� NEW BLDG Sze , _ - - FAST U I L D I N G PROFILE B - B d'° �' iI U zlYl,y 61 I TOP OF REBAR L" SCALE 1'-10' ; I'',� I \ \ DATUM ELEVATIII=31i08' �' her v� ' � I 16' ALLEY SEE EAST BUILDING E>(. �• l ONL Ss @S ````� f w id" u u st >� _ sr — »- I. 0 '4 ROW PAVING AND GRADIN NOTES: �/ \� PROFILE —B APPROX, DEPTH 10' ` - .�..) / , /� A 1. The contractor shall grade the ROW to provide subgrode for rood suitable to serve the FL { • r-•( - �A Li l final grades and typicol section established in the plons in accordance with A.P.W.A. (4 - o14-p� I�4 — — — — / — _ _ Standard Specifications, Division 2. J (/ 2. See City of Anacortes Geotech testing requirements for infrastructure improvements. � -4--� i P —� iJAIUM EI LVAIiIii, I' " "'' - '1 11 `•� CI1 Y Cr ANALEIR I i NAV LtiH ASPHALT CONSTRUCTION' See Section 5-05 and Section 9 of the 2C04 Plans and Specification for Road, Bridge and Municipal Construction, Ii I'I ,• LOT AREA = 6,000 SF \ TOP OF SOUTHER`.: I PRCIPLR I T I I n:IJ:_k A. All asphalt to be removed must be saw cut, A Jack[ammer can be used if a nice even cut Is made. Wheel cutting is not an ' ; , • MAX BUILDING COVERAGE (50,T) - .3,000 SF ELEVATILIN=38.0U approved method unless approved by the City of kacortes Engineer In advance, Any deviation from this spedfication shall be In writing BUILDING COVERAGE PROPOSED= 2,460 SF 49-hours before saw cutting takes place. .. ck3 l B. Additional asphalt maybe required for removal bythe Cityof Anacortes Engineer or Inspector. �-•1 �1 TOTAL NEW IMPERVIOUS =4,250 Sr SITE FL_ A \ STORM DRAIN N O1'1i. `� : C. All vertical drop-off within thetraveled way wil Le back hied each night. g P i•-•1 ', EXIST: TOTAL IMPERVIOUS =2 670 SF — a Abutting edges and curbs must be thoroughly cleaned '� yl ) 0 . SCALE' 1'=10' 1. All corrugated polyethylene pipe:. (CI'LI') shall he .rn.,uth interiur and Inunuluctuicu from rngtl -d. , „i, polyethylene rein, which E. All asphalt edging will be tacked prior to asphalting �4 �XJ shall meet or exceed the ICgWrenICrltS of type III. Category 4 or 5, Crude P3', ur P34, Cluss t per ASTM D12'ld. In oddlu.,II. F, All asphalt patches must be a smooth transition. No bumps or high/low spots (Section 5-04.3(13)). Surface smoothness maximum a ,�••� > , 'i; LANDSCAPING REQUIREMENT (10% = 600 SF the pipe shall comply with all material and stillnuos requirements of AASHTO M7'�4, TYPE 19tm 9-05.20. Polyvinyl Chloride variation In 10-feet parallel to the centerline Is 1/6' and transverse 1/4'. F•-I••1 • � Q' ,i LANDSCAPING PROVIDED = 600 SF GRAPHIC SCALE pipe (PVC) shall conform to the requirements ut AC1M 0 3034, SDR 35 for pipe an, to 15-inch diameter. Use sand impregnated G, Sub grade will be compacted and tested prior to asphalting. simi ' y t ' ' asphaltr' - collars at all manholes on PVC pipe boots ale uc._eptable at manholes (indusaly stand(' in i'rop r alignment needed. H. A minimum of 3-inch class B patch to be compacted to A& Ice density (Section 5 04.3(10)B), s NEW PAVED AREA SHOWN SHADED 10 0 5 10 0 40 I. All final Joints and saw cuts to be sealed (Section 5-05,3(8)B) using a hot poured joint sealant (Section 9-04,2(1), A preferred 0 CCS ` , 2. All concrete storm pipe shall be Floe, t:urerel<, ',norm Sewer pipe conforming t., the requuement:. „I AASHTO M 86, Class 2 and sealant Is AR-4000, �� i , i PARKING REQUIREMENTS conform to the WSDOT specifications neulian y u:, / J. In areas where asphalt has been removed and CUP is in the trench curing, a steel plate Is required for cover while It Is curing. • r-4 NEW 4911I.a4Gr IN FEET ) Provide asphalt around steel plate to prevent the plate from rattling, The Contractor will be called out at anytime to correct any rattling' CAC 2,960 SF M4NIJFACIISO 0 1.5 STALL/i1000 SF = 5 STALLS 1 inch - 10 fG 3. Footing drains, root down spout;, dna , urluul thin ' , ore to be connected to OR Jolly diumage .,_fern or swales us shown or, that provides complaints, ~� "' I, the construction plans. Drainpipe and huiml m.;r be PVC D3034 SDI 35 or eyuivulent per the iu,luiremenis of rASHTO M252 fur , K. On Commercial Avenue where local businesses are effected, no asphalting will happen In the lane of travel. Work will proceed before TOTAL NEW PARKING REQUIREMENT = 5 STALLS through 10 diameter. All fittings shall he ut hro 11,uteria1 as pipe furnished I • The pipe supplier All pipes shall be suitable for or after business hours. SHEET NO. a gravity storm demo conduit. the end of oil Iu1 end Tooting drain stub a_ hull be marked 'nolrn Drain on u PVC pipe. Hie L, On major streets where traffic congestion Is a problem, the etch will be protected with a 1/4 Inch steel late until sufficiently TOTAL PARKING PROVIDED = 5 STALLS marker shall extend a rninimurn of 36 inches „hive the ground. Tho portion ouove ground skull labeled with block letters. `tilt cooled, g P P P y City Standard Detail. Approved for construction subject to the CityI C , a. colon basins shall cunroun to lip, I. I, ,c 11 us defined in surd N.A. :,tondurd aatiuns and ,tundardR of Anacortes Design Standards Applicable C SLID WASTE COLLECTION t ,I- N�� , I: ::::: WA 5, ie i s Ordinances and Codes as of Date of Approval. - Plans with flat top frame and vane I yule:, v ♦ PF a �.4.1 5e r To Corn?L' t. �� A hs h DATE:JOB lure 6. 2006 I SLILID WASTE RECYCLING WILL BE COLLECTED IN CEMMERCIAL DUMPSTER CONTAINERS. 5. the cast iron frame may be plc,, (id n,iii,se ..... .. „ udtustment blocks in Ilea , ; ieeasl , ullur lnstaHuuon u' catch basin. A, y UCa-ord-pfo ( ' snail include tinol adjlrsinrent u.e nw, be n:guu, .I knih yrade. hrslallatlon wni.nl the (,ovu1 uy shall be per City of Ana G'kT1� C�RRE}�}( E� ©6 CITY ENGINEER DATE type I C.B. with 18 barrier , orb dctorl unless I c . Cud ns u thru-curb inlet. rc- tlta1..S s'�^,DA osf �-D� Construction for the approved project is to fSCE' I =]Q7 _ ,. __ rid start One veer of this date. k DRAWN: D. FERRICS' A.1? BUILDER: BAYVIEW EDISON INDUSTRIES TABLE OF CONTENTS CUSTOMER: PAOLO JURKOVICH ANCHOR BOLT PLAN Al-A3 LOCATION: MOUNT VERNON, WA CROSS SECTION CS1-CS1 C SWA FRONT DOWNSPOUT DOWNSPOUT ROOF FRAMING RF1-RF1 ROOF SHEETING CS1-CS1 WIDTH LENGTH HEIGHT ROOF PITCH DROPS-SWA DROPS-SWC SIDEWALL S1-S4 Bldg A : 40.00 74.00 30.00 0.500 2 2 ENDWALL El-E2 BUILDING 'A' BD UPDATED DETAILS QUALITY ASSURANCE POLICY Q1 Roof Sheeting: A Type: LTC Framing Kits &Wall Openings Ordered Options: See Accessory Schedule on KEY PLAN Gage: 24 Anchor Bolt Plan, Page Al. Base Condition: Base angle w/trim B h PURLINS/GIRTS -' B (- Color Galvalume / 50° LIP Base Trim Color. To be determined d I r I Wall Mastic: No 0 0 Wall Sheeting: Loading Information & Frame Column Reactions UL Rating: 90 See Load Notes and Reactions on Anchor 1 t • Type: CS Bolt Detail Page, Page A3. _.1 B A B Thermal Blocks: No Gage: 26 Sidewall Eave Trim Type: Eave Gutter DESIGNATION D B DESIGNATION D B Color: To be determined 816 8.00 3.00 816 8.00 2.50 Eave & Gable Trim Color. To be determined Finish : Kynar 814 8.00 3.00 814 8.00 2.50 Downspout Type: Closed 812 8.00 3.00 812 8.00 2.50 1014 10.00 3.50 1014 10.00 2.75 1012 10.00 3.50 1012 10.00 2.75 Downspout Color. To be determined Drawing Designation: a)Drawings stamped'PERMIT DRAWINGS"are drawings that Framing: Elbows at Bottom of Drops: Yes t are complete for the most part,however,since some GENERAL details and part marks are missing,they am preliminary DETAIL Purlin Type: Zees Corner Trim Color. To be determined and a re not ed final b d used for rawings.construction and are notcon MANUAL v b)Drawings stamped'PROGRESS DRAWINGS"am drawings Girt Type: Cees that are complete for the most part,however,since some yPe' Framed Opening Trim Color. To be determined details and part madds are missing,they am preliminary and am not to be used for construction and are not Skylite: 0 considered final drawings. ROOF PANEL c)Drawings stamped"DOCUMENTS FOR APPROVAL"are MANUAL V preliminary drawings,used for approval with no part markings and am not t0 be used for contraction. SHEETING TYPES 0 r- _ STEEL1.INE SPECIAL NOTE r,.# STEEL UNE BOLTING RECOMMENDATIONS-ALL HIGH STRENGTH E , BOLTS ARE A-325 WITH HEAVY HEX NUTS AND ARE -A` LTC Panel AP Panel TO BE INSTALLED USING THE'TURN-OF-NUT METHOD'. ) LC, SPECIFIED IN THE"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS",PUBLISHED • - BY RCSC,DATED JUNE 30,2004. '.PAN D.B7q�R _ - SIEELLNE �woY vasy�ticT ` STEEL UNE 5C O - STC Panel CS Panel REVISIONS NOTWITHSTANDING THE ADJACENT < A s COVER PAGE SEAL,NEITHER THE ENGINEER NAMED ? 18112_ NOR CHIEF BUILDINGS IS ACTING crsT>F A , ° RF �° `�k`,, BAYVIEW EDISON / PAOLO JURRSJ ICH t� AS THE ENGINEER QF RECORD. THE s`s�ONAL tiNG — . .../ ENGINEER REVIEW ENGINEER NAMED AND CHIEF BUILDINGS F - MOUNT VERNON, WA A RESPONSIBILITY IS LIMITED TO THE STEEL LINE — ENGINEER DATE a STRUCTURAL PERFORMANCE OF THE EXPIR • 7 I RF 40'X74'X30' 24'-t3" BAYS .5:12 PRE-ENGINEERED COMPONENTS CHIEF. 2 DESIGNED BY CHIEF BUILDINGS. DRAWN CHECK ORDER NO. Ci 1 MSC Panel BUILDINGS DM A 1/3i� whisimalaistlaleiShe ° ,E C085241 ACCESSORY SCHEDULE MARK QUAN DESCRIPTION A 2 3070 WALKDOOR FA- B 1 20'-0"X 201-0"HI-LIFT OVERHEAD DOOR F.O. 74'-O'BL TO BL 24'-8" 24'$ 24'-8" co IC.," - 0 f 0 LZ.--) co 4 i I io OO H . 4 T N I I J m O ILO m § b ❑B H 4 4 I I 0 H O A❑ N 4 m I 03 , , I _ O I a , 0 re (3 (lb EI11(: ) ANCHOR BOLT PLAN `� FINISHED FLOOR ELEVATION=100'-0" BASE OF ALL COLUMNS AT ELEVATION=100-0" ®J BASE OF FRAME OPENING JAMBS AT ELEVATION=100'-0" 1a® REFERENCE NOTES: ANCHOR BOLTS REVISIONS NOTWITHSTANDING THE ADJACENT ZP �`� ?° (BYpTM ) SEAL,NEITHER THE ENGINEER NAMED " 4-'„F x ANCHOR BOLT DRAWINGS 1.ALL ANCHOR BOLTS INCLUDING NUTS AND WASHERS FOR SAMEy e NOR CHIEF BUILDINGS IS ACTING BAYVIEW EDISON /PAOLO JURKOVICH ARE NOT FURNISHED BY CHIEF BUILDINGS. QUAN SIZE PROD AS THE ENGINEER OF RECORD. THE P A. j g�Z �� ` 2.ANCHOR BOLT MATERIAL SHALL CONFORM TOASTM A307 OR EQUAL 12 0Yz 0 ih• A ENGINEER NAMEDANDCHIEF BUILDINGS 7 'FcrsTe��° ��� MOUNT VERNON, WA 40 0-% 0 2 RESPONSIBILITY IS LIMITED TO THE SSIONAL Er G 3.BOLT PROJECTIONS ARE RECOMMENDED MINIMUMS BASED ON THE BASE PLATE 0 1"0 2• STRUCTURAL PERFORMANCE OF THE RF 40'X74'X30' 24'-8" BAYS .5:12 BEARING DIRECTLY ON THE CONCRETE PIER. IF THE BASE PLATE IS TO BEAR PRE-ENGINEERED COMPONENTS 0 1Y:0 214• A DESIGNED BY CHIEF BUILDINGS. I DRAWN - CHECK ORDER NO. Al ON GROUT,THE BOLT PROJECTION MUST BE INCREASED ACCORDINGLY. LEXPIRES:11/0 ' CHIEF 4.ALL DRAWINGS ARE NOT TO S AtI At �V` I�3(06 BUILDINGS GRAM1 MUM� DM AWK C085241 0.... ",,,,,�" 1306 1-3-06 A3 ACCESSORY SCHEDULE MARK QUAN DESCRIPTION A 2 3070 WALKDOOR F.O. B 1 20'-0"X 20'-0"HI-LIFT OVERHEAD DOOR F.O. 74'-0"BLTOBL 24'E' 24'4" 24'$' 11tt1'-2' i f — n i © I i ® r , O _ CDO O O o cok I I I I 0 H �U 4 Hx4.3k N I I I I 0 p co q 0 co it- N Hlr-4.21( V I I I I 1 Y O N OI Ed Hlr-3 3k A❑ iiiN I I I I m Il O 3 i O OI OI O O O 0 U1 to . EW EW 6 (lb ,(5 Q c tug• co ANCHOR BOLT PLAN FINISHED FLOOR ELEVATION=100'-0' 2te , .BASE OF ALL COLUMNS AT ELEVATION=100'-0" D.ati .6y NASyr l� 4 r'n- .FO b Crif sts REFERENCE NOTES: P ?gF ` z t' ANCHOR BOLT DRAWINGS ��� ANCHOR BOLTS REVISIONS NOTWITHSTANDING 1.ALL ANCHOR BOLTS INCLUDING NUTS AND WASHERS FOR SAME (BY OTHERS) SEAL,NEITHER THE ENGINEER NAMED `, -li y`-- ARE NOT FURNISHED BY CHIEF BUILDINGS. QUAN SIZE PROJ e NOR CHIEF BUILDINGS IS ACTING .1 `"_ p� BAYVIEWEDISON /PAOLOJURKOVICH AS THE ENGINEER OF RECORD. THE p n,, 18I I? o v 2.ANCHOR BOLT MATERULLSHALL CONFORM TOASTMA307OREQUAL 12 aYs"0 119. ENGINEER NAMED AND CHIEF BUILDINGS ,FFs, :cis'EF-G`.'w,ea MOUNT VERNON, WA 3 RESPONSIBILITY IS LIMITED TO THE -0.. ONA STRUCTURAL PERFORMANCE OF THE " „, 1,"'` *1 RF 40'X74'X30' 24'-8" BAYS .5:12 3.BOLT PROJECTIONS ARE RECOMMENDED MINIMUMS BASED ON THE BASE PLATE 0 1'0 r ) BEARING DIRECTLY ON THE CONCRETE PIER. IF THE BASE PLATE IS TO BEAR PRE-ENGINEERED COMPONENTS rr--a-- i, ON GROUT,THE BOLT PROJECTION MUST BE INCREASED ACCORDINGLY. 0 IY�0 2Y�' A DESIGNED BY CHIEF BUILDINGS. E'"!SLS � /,1 1 CHIEF DRAWN CHECK ORDER NO. Al REDRAWN PER C.O.61 DM 1-13-06 �! BUILDINGS DM AWK .sw.rmrwm ar. '�'°""' 4.ALL DRAWINGS ARE NOT TO SCALE. 1 1/16/o!, awo,airn.re C085241 wm.aris 1306 1306 /A3 4" EW a1" EW . 1. II 14" • 88" • r-1 L la "� (2)3/4" DIA " ` " r- ntLe i `� ANCHOR BOLTS ' (NOT BY CHIEF) go zm � ANCHOR BOLTS ? ao gin _____, k " �- I (NOTBYCHIEF) • * (2)3/4•ola�-- � ANCHOR BOLTS 4" ' +aD � + 4" (2) 3/4•C1111 (4) 3/4" DIA. (NOT BY CHIEF) .. ANCHOR BOLTS ANCHOR BOLTS (NOT BY CHIEF) — N s+ v I _si 1i" N 14 �v .1.. (NOT BY CHEF) 6" 32" EW -2" EW v DETAIL C DETAIL Y DETAIL C DETAIL w DETAIL v • EW ' EW ' 4" (2)3/4"DIA (4)3/4"DIA 4" 4" (4) 1/2"DIA.ANCHOR ANCHOR BOLTS ANCHOR BOLTS (NOT BY CHIEF) 1/2"(4) IA D ANCHOR BOLTS BOLTS(NOT BY CHIEF) (NOT BY CHIEF) _ (NOT BY CHIEF) • An mSv 1 I I :r i `aricsi Tnil m m I' �� N �� 1 I AN NOM. DOOR WIDTH SIN 1• 1• 10g" 10" 1.1 _�2 3-0"'4'�' 6'-0" _ ► 3'-T (3068 87 3070) 14 20'-0" 1 11,4 .. - 4=T (41370) 6'-T (8068&6070) /-''',.. /\ OVERHEAD DOOR DETAIL u DETAIL T ANCHOR BOLT DETAIL WALK DOOR ANCHOR BOLT DETAIL • BASE MEMBER t • // MASTIC FASTENER SIZE MIN.PENETRATION MAX.ALLOWABLE (NOT BY CHIEF) CONTRACTOR IS RESPONSIBLE (DIAMETER) OR EMBEDMENT SPACING . FOR ANCHORING BASE MEMBER 1e RAMSET 1" 7-0" .. TO CONCRETE. 4"RAMSET 12 3'-0" i 0 ea - - 1. 11" t"ANCHOR OR 11"ON WEDGE ANCHOR 3'-0" WITHOUT MEN 2 f WEDGE ANCHOR OR 6"EMBEDMENT ON NOTCH ` BASE MEMBER ANCHOR BOLTS War 2" Af MASTIC HOOK AND 1"PROJ. CO(NOT BY CHIEF) �N! STANDARD VELOCITY POWER-ACTUATED FASTENERS AS ® ,`. . { MANUFACTURED BY RAMSET FASTENING SYSTEMS. DIVISION - OF OUN CORPORATION,OR EQUAL <: • Old ---4- ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR EQUAL RAMSET,ANCHOR BOLT.,OR 4 -2WEDGE ANCHORS SHALL BE MOLY-PARABOLT OR EQUAL Utai . , EXPANSION BOLT(2"FROM "au.' EACH END THEN SPACING FROM BASED ON 3,000 PSI CONCRETE. Pi FASTENER SPACING CHART)(TYP.) `- N P.8 WITH NOTCH ( g \ �o,uah, '� Q FASTENER SPACING CHART -- BASE MEMBER DETAIL I=>., ,:I, REVISIONS NO7IMTHSTANDINGTHEADJCENT "` �"�= I$,I, F ANCHOR BOLT DRAWINGS REFERENCE NOTES .PM,NEITHER THE ENGINEER NAMED °A, 'f-901. Fes°'�42 • e NOR CHIEF BUO.WNGSISACTING 4.ssro1ve,t r1` • BAYVIEW EDISON./PAOLO JURKOVICH 1.ACTUAL BASE PLATE DIMENSIONS MAY BE SMALLER AS THE ENGINEER OF RECORD. THE r,p THAN BASE PLATE DIMENSIONS SHOWN. ENGINEER N MEDAND CHIEF BUILDINGSMOUNT VERNON, WA e RESPONSIBILITY MINDED TO THE I EXPERES:11/07 0/.4. STRUCTURAL PERFORMANCE OF THE -----1 d RF 40'X74'X30' 24'-8" BAYS .5:12 t PRE-ENGINEERED COMPONENTS O L'J DESIGNED BY CHIEF BUILDINGS. CHIEF* DRAWN CHECK ORDER NO. A2 eREDRAWN PER C.O.*1 DM 1-13-06 BUILDINGS DIN AWK 1jWale 'd"'"°�°"""�'"`'" P=aaNE 1-3-06 1-3-06 CO85241 "rmn+• This building has been designed for a collateral load of 5 psf. The total applied bads due to ceiling panels, ducts, sprinkler distribution lines, electrical equipment, conduit,fireproofing, Building Design Criteria other piping and mechanical loads, etc., cannot exceed this C085241 collateral load. In no case shall the total uniform collateral load • on an individual roof member exceed the product of 5 psf times the spacing of the supporting member. Nor shall any individual BuildingCode IBC 2003 point load or summation of point loads on any one roof member2uurt t exceed the product of 5 psf times the member spacing times MBMA Occupancy Category Standard Buildings Roof half the member length. In addition, no individual point load on a Roof Live Load 20 pat(Tributary Area purlin can exceed 250 lbs. All loads suspended from purlins• Reduction Not Allowed) shall have the load introduced through the web and not the Ground Snow Load 2 ppf A O flange of the purlin. Hangers cannot be supportedfrom the edge Ground Load (Pig) 25 psi g Exposure Factor (Ce) 1.0 of flanges or through holes in the flanges of the purlins. Design Thermal Factor(Ct) 1.0 of hangers and their attachments are not by Chief Buildings. Importance Factor(I) 1.0 x2 / Chief Buildings is NOT responsible for lateral or longitudinal Flat Roof Snow Load (Pf) 17.5 psi ! IY1 Ala bracing of suspended members subjected to horizontal service, Uniform Roof Snow Load 25.0 psi z1 z2 seismic, or wind loading. Building Enclosure Enclosed L..� X2 LOAD TYPE X1 Y1_ Z1 X2 Y2 Z2 Wind Speed 85 mph Y1 Y2 DI.-DEAD LOAD 0.3 3A - -0.3 3.4 - Chief Buildings neither assumes nor accepts any responsibility Exposure Category C COL-COLLATERAL oA 24 -0.a 2. for the design of hangers, bracing of suspended members, Importance Factor(I) 1.0 LL-UVE LOAD 1 A 9.6 -1.6 9A.6 transverse support members, nor connections to roof purlins. It Wind Pressure(q) 15.41 psf LOAD TYPE x1 Y1 X2_ Y2 SL-SNOW LOAD 2A 12.0 -2.0 12.0 DL-DEAD LOAD 02 23 -02 2.3 Nil-WIND FROM LEFT -4.1 -8.6 -3.5 -1.9 is the responsibility of the Buyer/Contractor and/or End Owner Seismic COL-COLLATERAL 02 1.3 -0.2 1.3 VAR-WMD FROM RIGHT 3.5 -1.9 - 4.1 -8.8 - to have this design performed by a registered design Ss 115.3% Li.-LIVE LOAD 0.9 52 -0.9 5.2 WL2-w1ND LT CASE 2 5A -5.9 - -2.1 0.7 - professional. S1 33.2% SL-SNOWLOAD 12 6.5 -1.2 6.5 WR2-NAND RT CASE 2.1 0.7 - 5A -5.9 HANGER AT INDIVIDUAL ZEE PURLIN Seismic Importance Factor 1.0 WLL-NAIa FROM LEFT 3.o -5.o -2.3 -1.1 WLE-WIND ONENDWALL 1.9 -BS - -1.8 -7.3 - PURUN Use Group I MR-WIND FROM RIGHT 23 -1.1 3.0 5.9 WE2-EW WIND CASE 2 1.8 -7.3 - -1A -8.5 - HANGER CONNECTION Design Category D IM.2-WIND LT CASE 2 -3.8 -4.4 -1.6 0.3 CL1-CRANE LEFT 0.5 12.2 -0.5 2.9 MUST BE THROUGH WR2-WINDRT CASE 2 1.5 0.3 3.8 -4.4 LT1-CRANE LATERAL -1.0 -1.3 - -1.0 1.3 - .THE WEB See Cuss D WLE-WIPC ON ENDWALL 1.0 -4.5 -1.0 -3.9 - CR1-CRANE RIGHT 0.5 2.9 - -0.5 12.2 - Sedsmic Resisting System Steel System(R=3.5) WE2-EWWND CASE 2 1.0 -3.9 -to -4.5 SEI-SEISMIC LOAD -1.2 -1.8 - -1.2 1.8 - • SDS 0.798 CLt-CRANE LEFT 0.5 122 45 29 SB1-SEISMIC BRACING - -9.3 m7.7 - -9.3 *7.7 ARE NOT CONNECTIONFBUILDINGS TO PURUN SD1 0.384 -AHE NOT BY CHIEF BUILDINGS Analysis Procedure ELF LT1-CRANE LATERAL -1.0 -1.321 -1.0 1.3 SB2-SEISMIC BRACING 02 - 9.3 -02 9.3 CR1-CRANERIGHr 0.5 29 -0.5 122 BR1-WINOBRACNGI ♦.7 t3.9 5.7 t3.9 MAXIML4u INDIVIDUAL Base Shear 10,7491tns. SEM SEISMIC LOAD -0.7 -1.0 -0.7 1.0 BR2-1MNO BRACING 2 0.1 4.7 - -0.1 4.7 POINT LOAD Other Loads: (One)5.52-Ton Top MAXIMUM POSITIVE 3.1 18.8 3A 18.6 MAXIMUM POSITIVE - 4.9 25.0 35.4 52 25.0 *5.4 HANGER BETWEEN ZEE PURLINS Running Crane MAXIMUM NEGATIVE -3.6 -4.5 -3.1 -4.5 MAXIMUM NEGATIVE 5.2 -11.1 35A -4.9 -11.1 35.4 i//-'STRUTS AND CONNECTIONS ARE NOT BY CHIEF BUILDINGS C085241A01 REACTIONS USED AT LINE(S): 18 4 C085241A02 REACTIONS USED AT UNE(S): 2&3 / PURUN f .I.\-PURUN MAXIMUM REACTION \ , \MAXIMUM REACTION AT PURLN AT PUIW N HANGER AND CONNECTION TO STRUTS ARE NOT BY CHIEF BUILDINGS COLUMN FOOTINGS AND PIERS MUST BE DESIGNED TO\ WITHSTAND HORIZONTAL AND VERTICAL REACTIONS AS SHOWN ON THE ANCHOR BOLT PLAN.CHIEF BUILDINGS IS NOT RESPONSIBLE FOR DESIGN OF CONCRETE FOUNDATION.CHIEF BUILDINGS RECOMMENDS THAT THE SERVICES OF A QUALIFIED ENGINEER IS OBTAINED BY THE ORIENTATION OF CONTRACTOR I BUILDER TO DESIGN THE FOUNDATIONS HORIZONTAL REACTIONS: FOR THE INDICATED REACTIONS. 2. REACTIONS ARE GIVEN IN KIPS.(1 KIP=1000 LBS.) 11 1 AHC) ' MOMENTS, IF ANY,ARE GIVEN IN KIP-FT. Hx 1 Hy eoW-- if . 3.ANCHOR BOLT DESIGN IS BASED ON SHEAR,TENSION, [- Hx _ AND COMBINED TENSION AND SHEAR.CHIEF BUILDINGS IS I �D NOT RESPONSIBLE FOR ANCHOR BOLT SIZE RECOMMENDATIONS WHEN ANCHOR BOLT CONFIGURATION Hx IS PARALLEL TO THE COLUMN WEB AND PLACES THE BOLTS IN A BENDING MODE.WHEN THE Hy IS PERPENDICULAR TO THE COLUMN WEB, / COLUMN BASE PLATE BEARS ON GROUT,THE FOR ALL ENDWALL COLUMNS&SOLDIER COLUMNS , tErS Z.F. CONTRACTOR r BUILDER OR FOUNDATION ENGINEER SHALL BY CHIEF BUILDINGS. INVESTIGATE BENDING IN THE ANCHOR BOLTS AND F PROVIDE A SHEAR KEY FOR THE COLUMN BASE TO THE 4) 1:.o:1 : '}. E PIER WHEN THE ANCHOR BOLTS ARE NOT ADEQUATE IN �� �r }: 4`1! i BENDING ABOUT THE PIER. ° `° k I. G 5P ..r� T6 'y- id _ 1, • REVISIONS NOTWITHSTANDING THE ADJACENT F1 4 3, ANCHOR BOLT DRAWINGS • REFERENCE NOTES e SEAL,NEITHER THE ENGINEER NAMED _ c \F g j 2. NOR CHIEF BUILDINGS IS ACTING C' o6 AFC r, BAYVIEW EDISON/PAOLO JURKOVICH 1-ACTUAL BASE PLATE DIMENSIONS MAY BE SMALLER 4 AS THE ENGINEER OF RECORD. THE 655. rsT E� G�24 THAN BASE PLATE DIMENSIONS SHOWN. ENGINEER NAMED AND CHEF BUILDINGS vt•.L 0 MOUNT VERNON, WA e RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE E�pI RES: RF 40)(74%30' 24'-8" BAYS .5:12 A PRE-ENGINEERED COMPONENTS �j DESIGNED BY CHIEF BUILDINGS. H IEF. DRAWN CHECK ORDER NO_ A3 e REDRAWN PER C.O.81 DM 1-13-06 I,,`(pb BUILDINGS ///fff DM A. aa C085241 r arse. " Q3 s At 1308 1-3-06 A3 32• ,3, EW 2 6 `8 EW Za. 21- 13..{ 14 /4"DIA II I 1" 8" (4)3/4 DIA. ANCHOR BOLTS v ANCHOR BOLTS I fi" 1" � ."�MM (NOT 8Y CHIEF) - I - " ► (NOT BY CHIEF) en en II 4 ::: F i ' 1 `* III o a I (4) 314" DIA I I 0 :.1: 4 4. 0 ANCHOR BOLTS (NOT BY CHIEF) 1 I `v " „ .1 (4)3/4"DIA. a I ANCHOR BOLDTS L _ 1 611 ANCHOR BOLTS (NOT BY CHIEF) 6" I 1" r. (NOT BY CHIEF) " 13„ fi pi, EW In 1- I28 216 I EW ;, DETAIL z DETAIL Y DETAIL x DETAIL w DETAIL v EW ' EW ' 4" (2)3/4"DIA {4 3/4 4. 4. (4) 1/2"DM ANCHOR ANCHOR BOLTS ANCHOR BOLTS(NOT DIA ANCHOR BOLTS BOLTS(NOT BY CHIEF) (NOT BY CHIEF) (NOT BY CHIEF) (NOT BY CHIEF) r-ii t °Mt I ► ft nil rcn :le 7 luauiull —I iN �1 �ftt i t a• 05 T.) I 1• �� 1. NOM. DOOR WIDTH 1 AN 1D8„ "'111 _31 3'-0 4.43., 8'-0" "_ 14" 201-0" 14" _ 3'-7" (3068 a 3070) 4'-7" (4070) 6'-7" (6068&6070) /\ /\ OVERHEAD DOOR - DETAI L u DETAIL T ANCHOR BOLT DETAIL WALK DOOR ANCHOR BOLT DETAIL BASE MEMBERIF MASTIC FASTENER SIZE MIN.PENETRATION MAX ALLOWABLE (NOT BY CHIEF) CONTRACTOR IS RESPONSIBLE (DIAMETER) OR EMBEDMENT SPACING FOR ANCHORING BASE MEMBER 18'RAMSET Y 2'-0" • TO CONCRETE. I"RAMSET 11" 3'-0' 11 t ANCHOR OR 11"ON WEDGE ANCHOR 3'-0' WITHOUT f41N 2 �-- WEDGE ANCHOR ORB"EMBEDMENT ON NOTCH BASE MEMBER ANCHOR BOLTS V12" HOOK AND 1'PROJ. MASTIC (NOT BY CHIEF) 1 STANDARD VELOCITY POWER-ACTUATED FASTENERS AS MANUFACTURED BY RAMSET FASTENING SYSTEMS. DIVISION OF DUN CORPORATION,OR EQUAL • ' _ A9� = —1 ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR EQUAL .., F'- RAMSET,ANCHOR BOLT;OR [L WEDGE ANCHORS SHALL BE MOLY-PARABOLT OR EQUAL Cj (3 i EXPANSION BOLT(2"FROM IN... • C) c.. ' „ EACH END THEN SPACING FASTENER SPACING CHART)F(TYP.)ROM BASED ON 3,000 PSI CONCRETE. 2 �� WITH NOTCH • BASE MEMBER DETAIL FASTENER SPACING CHART , $i R. , CQj� Q )174 WASEL REVISIONS NOTWITHSTANDING THE ADJACENT 4' Cr. c� � ANCHOR BOLT DRAWINGS REFERENCE NOTES SEAL,NEITHER THE ENGINEER NAMED h NOR CHIEFBUILDINGS ISACTNG BAYVIEW EDISON /PAOLO JURKOVICH 1.ACTUAL BASE PLATE DIMENSIONS MAYBE SMALLER 4 AS THE ENGINEER OF RECORD. THE THAN BASE PLATE DIMENSIONS SHOWN. ENGINEER NAMED AND CHIEF BUILDINGS ..% RF18112 F�� l�w� MOUNT VERNON, WA e STRUCTURAL PERESPONSIBIUTY RFORMANCE OF THE LIMITED TO THEASS/ON ALE�G A. ' RF 40'X74'X30' 24'-8" BAYS .5:12 e PRE-ENGINEERED COMPONENTS A 1' DESIGNED BY CHIEF BUILDINGS. C H IE FW DRAWN CHECK ORDER NO. A2 EXPIRES: t '"4 _�. )3/a` BUILDINGS DM AWK 1 , •fiiieellCWYloYt4 "p°��'° C085241 e wwomwo• 1306 1306 , e1e".m1e • ________ This building has been designed for a collateral load of 5 psf. O TThe total applied loads due to ceiling panels, duds, sprinkler distribution lines, electrical equipment, conduit, fireproofing, Building Design Criteria other piping and mechanical loads, etc., cannot exceed this CO85241 collateral load. In no case shall the total uniform collateral load on an individual roof member exceed the product of 5 psf times the spacing of the supporting member. Nor shall any individual Building Code IBC 2003 / point load or summation of point loads on any one roof member 2002 MBMA Occupancy Category Standard Buildings A/f Y1 �Yz i'f Y3 / f Y4 exceed the product of 5 psf times the member spacing times Roof Uve Load 20 psf(Tributary Area z1 zz 23 u half the member length. In addition, no individual point load on a Reduction Not Allowed) LORD TYPE X1 Y1 ZI X2_ Y2 22 X3 Y9 23 X4 w u purlin can exceed 250 lbs.All loads suspended from purlins Collateral Load 5 psf DEAD LORD - - _ - 0.9 - - oA - - - shall have the load introduced through the web and not the Ground Snow Load(Pg) 25 psf LIVE LOAD - -0.3 - - 5.3 - - 5.3 - - -0.3 - flange of the purlin. Hangers cannot be supported from the edge Exposure Factor (Ce) 1.0 SNOW LOAD - 0.3 - _ 8.8 - 6.6 . - 0.4 - offlanges or through holes in the flanges of the puriina Design Thermal Factor(Ct) 1.0 COLLATERAL LOAD WIND LSD - os" _ - -1i.8 t3.3 - -4.8 13.9 - 0.2 t PT of hangers and their attachments are not by Chief Buildings. Importance Factor(I) 1.0 IMND LEFT - 02 - -2.9 -0a *3.3 - -1.0 *3.3 0.2 = Chief Buildings is NOT responsible for lateral or longitudinal Flat Roof Snow Load(Pt) 17.5 psf WIND RIGHT - 0.2 - - -1.0 *3.3 2.9 -8.3 *3.3 0.2 - bracing of suspended members subjected to horizontal service, Uniform Roof Snow Load 25.0 psf LATERAL SEISMIC - - -22 -2.8 - - 28 - - - - seismic, or wind loading. BuildingEnclosure Enclosed LATERAL SEISMIC - - - - 2.8 - 22 -2.8 - - - - 9 MAXIMUM POSITIVE - 0.3 - - 11.8 13.3 29 11.8 13.3 - 0.4 - • Wind Speed 85 mph MAXIMUM NEGATIVE - -0.4 - -29 -7.8 13.3 - -7.8 *3.3 - -0.4 - Chief Buildings neither assumes nor accepts any responsibility Exposure Category C for the design of hangers, bracing of suspended members, Importance Factor(I) 1.0 C085241ABE REACTIONS USED AT UNE(S): 1 xi - j' transverse support members, nor connections to roof purling It Wind Pressure(q) 15.41 psf �w ! Iy2 is the responsibility of the Buyer/Contractor and/or End Owner Seismic 2r to have this design performed by a registered design Ss 115.3% A T LOAD TYPE X1 .2 Z1 X2 Y2 Z2 professional. Si 33.2% O LOADEAD LOAD 0.3 2.z _ -0.3 2.2 HANGER AT INDIVIDUAL ZEE PURLIN Seismic Importance Factor 1.0 COL-VELLATER/LL 9.4 z.5 -0.8 z.5 LL-LIVE LOAD 1.8 9.8 -1.6 9.8 PURUN Use Group I sL-SNOW LORD 2.1 12.2 - -21 12z - W HANGER CONNECTION Design Category D WLL-VIND FROM LEFT -5.5 -10.8 - -0.8 -0.1 - MUST BE THROUGH Site Class D WLR-WIND FROM RIGHT 4.9 -0.1 - 5.5 -10.6 - THE WEB VI.2-WIND LT CASE2 -5.5 4.0 - -22 0.7 - Seismic Resisting System Steel System(R=3.5) SDS 0.798 2� 1L4� VWR2-YAM)RT CASE 2 2.2 0.7 6.5 -8.0 HANGER AND CONNECTION TO PURLIN //� f/� WLE-VIND ON ENDIWl 1.9 -8.8 - -1.8 -7.4 ARE NOT BY CHIEF BUILDINGS `SDI 0.384 21- IY1 Y2 22 211 3 I� WE2-EWVNND CASE2 1.8 -7.4 - -1.9 -0.8 - Analysls Procedure ELF SEI SEISMIC LOAD -2.3 3.3 23 9.3 - 1 MAXIMUM INDIVIDUAL Base Shear 10,749 lbs. LOAD TYPE XI Y1 21 X2 Y2 22 X3 Y3 Z9 S81-SEISMIC BRACING 83 37.7 t7.7 POINT LOAD Other Loads: None DEAD LOAD 0.9 1.0 0.3 SB2-SEISMIC BRACING 0.1 9.3 -0.1 9.3 LIVE LOAD 1.0 8.3 1.9 BR1-VIND BRACING 1 -4.7 t39 4.7 *3.9 HANGER BETWEEN ZEEPURLINS SNOW LOAD - 29 - - 7.8 - - 29 - BR2-WIND BRACING 2 0.1 4.7 - -0.1 4.7 - STRUTS AND CONNECTIONS COLLATERAL LOAD - 0.5 - - 1.8 - 0.5 - MAXIMUM POSITIVE 5.9 17.9 t5.4 5.4 17.9 *5.4 I/`ARE NOT BY CHIEF BUILDINGS WIND LOAD - -1.7 - - -5.5 t42 - -1.7 - MAXIMUM NEGATIVE -5.4 .4 5-12.0 t5 .9 -12.0 15.4 PURUN / WIND LEFT -29 -82 - - -0.9 142 - -1.7 - Pita: U WIND RIGHT 2.9 2.9 - 29 -10.1 14.2 - -1.7 - C085241A01 REACTIONS USED AT UNE(S): 2&3 LATERAL SEISMIC -22 -3.5 - - 3.5 MAXIMUM REACTION 1 I, MAXIMUM REACnoN LATERAL SEISMIC 22 3.5 - 22 -3.5 AT PURLINI AT PURLIN MAXIMUM POSITIVE 29 7.1 - 2.9 13.9 14.2MAXIMUM NEGATIVE NEGATIVE -29 -0.1 -.5 142 -1.5 HANGER AND CONNECTION TO STRUTS ARE NOT BY C085241ADE REACTIONS USED AT UNE(S): 4 CHIEF BUILDINGS (. COLUMN FOOTINGS AND PIERS MUST BE DESIGNED TO� WITHSTAND HORIZONTAL AND VERTICAL REACTIONS AS SHOWN ON THE ANCHOR BOLT PLAN.CHIEF BUILDINGS IS NOT RESPONSIBLE FOR DESIGN OF CONCRETE FOUNDATION.CHIEF BUILDINGS RECOMMENDS THAT THE SERVICES OF A QUALIFIED ENGINEER IS OBTAINED BY THE CONTRACTOR/BUILDER TO DESIGN THE FOUNDATIONS FOR THE INDICATED REACTIONS. 2. REACTIONS ARE GIVEN IN KIPS.(1 KIP=1000 LBS.) MOMENTS,IF ANY,ARE GIVEN IN KIP-FT. 3.ANCHOR BOLT DESIGN IS BASED ON SHEAR,TENSION, <C) e /��� NOT REPO S BLE AND CINED FOR ANCHOR BOLT SIZION AND SHE . E EF BUILDINGS IS AC) RECOMMENDATIONS WHEN ANCHOR BOLT CONFIGURATION , �� A, PLACES THE BOLTS IN A BENDING MODE WHEN THE COLUMN BASE PLATE BEARS ON GROUT,THEo '04 CONTRACTOR/BUILDER OR FOUNDATION ENGINEER SHALL INVESTIGATE BENDING IN THE ANCHOR BOLTS AND PROVIDE A SHEAR KEY FOR THE COLUMN BASE TO THE PIER WHEN THE ANCHOR BOLTS ARE NOT ADEQUATE IN k BENDING ABOUT THE PIER. ,,, .N., _ tR REVISIONS NDnMTHSTAN0INO THE ADJACENT ' ��° ��; ANCHOR BOLT DRAWINGS SEAL,NEITHER THE ENGINEER NAMED : +-, k' ° REFERENCE NOTES � q � P A NOR CHIEF BUILDINGS IS ACTING .ilg'� BAYVIEW EDISON /PAOLO JURKOVICH 1.ACTUAL BASE PLATE DIMENSIONS MAY BE SMALLER AS THE ENGINEER OF RECORD. THE +_ '` I2 . MOUNT VERNON, WA E. THAN BASE PLATE DIMENSIONS SHOWN. e ENGRESPO NEER NSIBILITYE S LIMITED TO THAND CHIEF BUILDINGSE Opo��'Relit 8 TiE2A,rocs" „ I/ ' 1 ' ' " STRUCTURAL PERFORMANCE OF THE P `S`-% I.CC �- ,. RF 40 X74 X30 24-8 BAYS .5:12 e PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. Oij 3 CHIEF DRAWN CHECK ORDER NO. A3 A EXPIRES: 1 .„ BUILDINGS DM AWK C085241 .++.dovr,v�.cee awOa..a� 1.3-os 1-3.06 A3 12 12 0.500 ® 1 0.500 10* PURLINS _ '.- 10• PURLINS 4'-OS 3 R 11 3 R 5'-0 4'-Os J CO 0 0 In n 1 in o o 0 m LL^ LL m m LL "L LL 1i' 1 a II EL-11 1 1'/er 4 -10 4•-I0 1 B-1 O �-1 FB104-1 f8104 6'-0 6'-0 FB103i I 'TB103 1- 6.-0 8'-0 o c o - 'C < I .• W V - -I J O .0 -I0 n n u —f 0 ini ' F8102 �fBlo2 i. H CY U U W 6•-0 J . 6'-0 FB101 T t'fB101 7'-2 7'-2 f IC-FINISHED FLOOR __J k 36•-2 CLEAR 1 1 DIAGONALldr DIMENSION , �. 39'-10 OUT TO OUT OF COLUMNS LEFT - 36'-01 1, 40'-0 OUT TO OUT OF STEEL RIGHT - 36•-01 A CROSS SECTION E COLUMN LINES' 2 # 3 REFERENCE NOTES I. BOLTING RECOMMENDATIONS---ALL HIGH STRENGTH BOLTS 6. ALL DRAWINGS ARE NOT TO SCALE. ARE A-325 WITH HEAVY HEX NUTS AND ARE TO BE IN- STALLED USING THE 'TURN-OF-NUT' METHOD SPECIFIED T. NOTE I • REFER TO GENERAL DETAILS AND SECTIONS IN THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING FOR ROOF SHEET OVERHANG AND SPLICE LAP SPLICE BOLT TABLE ASTM A325 OR A490 BOLTS'. PUBLISHED BY RCSC. DIMENSIONS. DATED JUNE 30. 2004. SPLICE NO 512E DEPTH -'- -8. FLANGE BRACES ARE REQUIRED ONLY ON ONE SIDE OF 2. BOLT AND NUT SPECIFICATIONS -- ALL BOLTS AND FRAME. EXCEPT THOSE FLANGE BRACES THAT ARE a £.o U�Bja, a NUTS SPECIFIED THROUGHOUT THESE DRAWINGS PRECEDED WITH A (2)FB... ARE REQUIRED ON BOTH A 8 - 4 X 21 I'-10 �pF Wg3y7� •r �'> WILL BE HIGH STRENGTH BOLTS AND NUTS CON- SIDES OF THE FRAME. B •12 - i X 2 I'-6 # P �^�- C�, c r j'_ ). FORMING TO ASTM A325 OR SAE J429 GRADE 5 BOLT a I. SPECIFICATIONS AND ASTM A325, ASTM A194 GRADE C B - 4 X 21 1'-10 �^ +�� t, 2 OR 2H. OR ASTM A563 GRADE C. D. OR DH NUT 9. EAVE HEIGHT DIMENSION IS NOT ALWAYS TO THE TOP OF NOTWITHSTANDING THE ADJ r NT CROSS SECTION SPECIFICATIONS. SUBSTITUTION OF MILD STEEL THE EAVE STRUT. DUE TO THERMAL BLOCK SITUATIONS. REVISIONS SEAL. NEITHER THE ENGINEz' Y 44 BOLTS WILL NOT BE ALLOWED AND ANY FIELD SUB- EAVE HEIGHT DIMENSION AND TOP GIRT SPACE NAMED NOR CHIEF BUILDING MI V> g A Y V I E W E D I S 0 N / P AO L 0 J 0 R K 0 V I C H STITUTION WILL VOID THE DESIGN WARRANTY. DIMENSION MAY BE TO THE INTERSECTION OF THE TOP ACTING AS THE ENGINEER OFF �'p SFr 8112w �, OF THE PURLINS. REFER TO THE EAVE DETAILS FOR a AND CHIEFTBUILDIINEER NA FOSS, �STERNG`�4p MOUNT VERNON . W A 3. ALL ELEVATION DIMENSIONS ARE TAKEN FROM BOTTOM OF MORE INFORMATION. FRAME COLUMN BASE PLATE. BASE OF COLUMN IS AT RESPONSIBILITY IS LIMITED ANAL E �� ELEVATION too•-D'. 3e TO THE STRUCTURAL PERFORMANCE ' 4 - �,'i RF 40' X74 ' X30' 24' -8" BAYS . 51 1 2 4- TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER OF THE PRE-ENGINEERED //j NECESSARY TO TAKE CARE OF ALL LOADS IMPOSED UPON a BUILDINGS.COMPONENTS DESIGNED BY •: EIRES• 1 a, • III, CHIEF 1 DRAWN CHECK ORDER NO. C$1 THE STRUCTURE DURING THE ERECTION PROCESS. ITDM 5. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE e BUILDINGS C 0 8 5 2 4 1 MARKED. 1 I r31DL GRAND Alps YE a1a01-20ER 2-JAN-O6 C�1 FRAME•C085241A01 Q 4 P P 74-0 BL TO BL This building has been designed for a collateral load of 5 psf. The total applied loads due to ceiling panels, ducts, sprinkler 24•-a 24'4 24'4 distribution lines, electrical equipment, conduit,fireproofing, PIA(TYP U.N.) PM(TYP U.N.) P2A(TYP U.N.) other piping and mechanical loads, etc., D•-0a-I al a4 T-141 2"4 2" z-14 va4 I a-04P'P' 9 et . cannot eed this ;-1 I collateral load. In no case shall the total uniform collateral load EDGE OF PURL! `EDGE OF PURUN on an individual roof member exceed the product of 5 psf times the spacing of the supporting member. Nor shall any individual point load or summation of point loads on any one roof member © Y CO exceed the product of 5 psf times the member spacing times half the member length. In addition, no individual point load on a purlin can exceed 250 lbs.All loads suspended from purlins rP2A A. y I rP1A shall have the load introduced through the web and not the / flange of the purlin. Hangers cannot be supported from the edge of flanges or through holes in the flanges of the outline. Design \ I I �\ I of hangers and their attachments are not by Chief Buildings. JUl11 III1. Chief Buildings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, seismic, or wind loading. Chief Buildings neither assumes nor accepts any responsibility / IN ' / N for the design of hangers, bracing of suspended members, / NI / NI transverse support members, nor connections to roof purlins. It / \ / N is the responsibility of the Buyer/Contractor and/or End Owner m / \_ __ / N to have this design performed by a registered design OF P2A S ••1A professional. m N i N i HANGER AT INDIVIDUAL ZEE PURLIN c9 N / N / PURLIN S. N \ / HANGER CONNECTION N / \ / \ / N / MUST BE THROUGH THE WEB N I HANGER MID CONNECTION TO PURLIN IN / N / `--ARE NOT BY CHIEF BUILDINGS \ / \ / / \ /\ MAXIMUM INDMDUAL / N / N 11 POINT LOAD I N IIL I HANGER BETWEEN ZEE PURLINS /�STRUTS AND CONNECTIONS N / ARE NOT BY CHIEF BUILDINGS PURLIN S \PURLIN 5R I 5R 1I O * O A MAXIMUM NREACTION \ I AMAXIMUUM REACTION PUPLI PURUN BT BT BT BT BT BT HANGER AND CONNECTION TO STRUTS ARE NOT BY CHIEF BUILDINGS ROOF FRAMING PLAN vl D.B y'. ...�1. ! �, ^d:. Sin OF WASy 4 LtL a� i, . T 1fr REVISIONS NOTWITHSTANDING THE ADJACENT -; ' ROOF FRAMING DRAWINGS SEAL,NEITHER THE ENGINEER NAMED o y7(y REFERENCE NOTES 4 NOR AS THE ENG NEER OF RECORD. THE ` Po 4,1 sT Rom° w``�' BAYVIEW EDISON /PAOLO JURKOVICH 1.ALL PURLINS ATTACH TO FRAMING USING"STD" e • s G�� ATTACHMENT UNLESS NOTED. REFER TOGDMANUAL e ENGINEER NAMED AND CHIEF BUILDINGS Y�oNALEN n D.„ MOUNT VERNON, WA 3 RESPONSIBILITY IS LIMITED TO THE fly SECTION 4 FOR BOLT LOCATIONS. STRUCTURAL PERFORMANCE OF THE RF 40'X74'X30' 24'-8" BAYS .5:12 _ 2.T=TOP SAG ANGLE. e PRE-ENGINEERED COMPONENTS I EXPIRES:t iro7 / B"=BOTTOM SAG ANGLE 2 DESIGNED BY CHIEF BUILDINGS. N 4., CHIEF DRAWN CHECK ORDER NO. RF1 A ",'1 1,5toG BUILDINGS, It GRAM R M%M1, C085241 RFI _____ cil) ii--) 4' ci) 24'43" 24-8" _ 24''8" 1~ 1 1 \ / I I \\ , m / I I \ / \ / \ / \ / / \ / \ iD / \ / ' ty / \ F, / ORR / \ SIDEWALL FRAMING ELEVATION COL LINE A GIRT DEPTH:10" Sc , • OF WASy4."� "r Ar qa.�; CT i REVISIONS NOTwITNSTANDING THE ADJACENT KED x a SIDEWALL DRAWINGS "1- SEAL,NEITHER THE.ENGINEER NAMED lb a 181/2 NOR UILDINGS IS ACTING "Fs F�rsrFx�° w� BAYVIEW EDISON /PAOLO JURKOVICH REFERENCE NOTES e AS THE ENGINEER OF RECORD. THE S20,ygL g-V : d ENGINEER NAMED AND CHIEF BUILDINGS ' _ MOUNT VERNON, WA 1.GIRTS LOCATED ABOVE COLUMN STIFFENER ARE TO BE INSTALLED e RESPONSIBILITY IS LIMITED TO THE EXPIRES:"/07 ( ((p�',Y_r,�u� RF 40�X74�X3U� 24�-8" BAYS .5:12 AT TIME OF FRAME ERECTION. (GIRTS THAT INTERFERE WITH STRUCTURAL PERFORMANCE OF TH U COLUMN STIFFENER MUST BE FIELD NOTCHED TO FIT.) 2 PRE-ENGINEERED COMPONENTS `, DRAWN CHECK ORDER NO. S1 DESIGNED BY CHIEF BUILDINGS. V CHIEF� Nd (;,,OL BUILDINGS i,„ ' DM C085241 sq __ _ 4 P P P 24'-8" 24'-8" 24'-8" 0'4" 0,,E" I t b \ 1 i . , \ / �\ // I 40 m \ / \ / r A A \ / \ / § /� I / \ 5,, / \ k / \ f0 / \ / \ I I // \\ II IV / \ F / 8RR I 1 / \ SIDEWALL FRAMING ELEVATION COL LINE E GIRT DEPTH:10" _`.. REVISIONS NOTWITHSTANDINGTHEADJACENT y - SIDEWALL DRAWINGS " SEAL,NEITHER HE ENGINEERINAMEo BAYVIEW EDISON / PAOLO JURKOVICH REFERENCE NOTES e NOR CHIEF BUILDINGS IS ACTING q� AS THE ENGINEER OF RECORD. THE o qF 181 ENGINEER NAMED AND CHIEF BUILDINGS �• p °ist:E1.2131:47:19:14:::: 1.GIRTS LOCATED ABOVE COLUMN STIFFENER ARE TOBEINSTALLED s��NALENG , MOUNTVERNON, WA e RESPONSIBILITY IS LIMITED TO THE �,./' AT TIME OF FRAME ERECTION. (GIRTS THAT INTERFERE WITH STRUCTURAL PERFORMANCE OF THE RF 401X7VX301 241-8" BAYS .5:12 COLUMN STIFFENER MUST BE FIELD NOTCHED TO FIT.) ePRE-ENGINEERED COMPONENTS EXPIRES:WO DRAWN CHECK ORDER NO. S2 - DESIGNED BY CHIEF BUILDINGS. CHIEF +n 1/Sf0 BWa:;a.I lac. PIiaMI MI r, DM CO85241 cl-) (1? c? P , .00ei\c„:vi„r:::: ti. ,..... SIDEWALL SHEETING ELEVATION COL UNE A CL -----7-3 ••::'','.2 ‘c> •J• . ,. . , . . 41 14 REVISIONS NOT1NITHSTANDING THE ADJACENT .115'4 0 , SIDEWALL DRAWINGS SEAL,NEITHER THE ENGINEER NAMED A NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE c, -P BAYVIEW EDISON /PAOLO JURKOVICH REFERENCE NOTES A ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE l', '44' ''GCSTEYX-9 49 • 4, * _ , 4)Ar ALE46‘ ' MOUNT VERNON, WA 1.FOR OPENING TRIMS,REFER TO GENERAL DETAILS. STRUCTURAL PERFORMANCE OF THE RF 40'X74'X30' 24'-8" BAYS .5:12 A PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. EXPIRES:11/i .L‘' 4!V '4 CHIEF DRAWN CHECK ORDER NO. S3 A \ 4' - fat ,30,, FLLDLanwst. ....,„995 DM CO85241 __ _ P P P t SIDEWALL SHEETING ELEVATION COL LINE E ti .'mot,. a ? f> Y P D.Btu, REVISIONS NOTWITHSTANDING THE ADJACENT Witt- SIDEWALL DRAWS ING SEAL,NEITHER THEENGINEER NAMED . .o v F e NONOTMCEIEFBBUUIL r IENGINEER QF S ACTING ,:1 , F'STEW.(' 4S1` ' BAYVIEW EDISON /PAOLO JURKOVICH REFERENCE NOTES ENGINEER NAMED AND CHIEF BUILDINGS StoNnL aNes - ` MOUNT VERNON, WA e RESPONSIBILITY IS LIMITED TO THE r 1.FOR OPENING TRIMS,REFER TO GENERAL DETAILS. . STRUCTURAL PERFORMANCE OF THE RF 40'X74'X30' 24'-8" BAYS .5:12 e PRE-ENGINEERED COMPONENTS EXPIRES;11/O7 DESIGNED BY CHIEF BUILDINGS. CHIEF DRAWN CHECK ORDER NO. S4 NQ4 ,/3/oo BUILDINGS � DM C085241 s4 PP PP P P P e'o^ _ 24-0- e'o" zam 20.0 1 r ] r _ co — , r m ip CO C ip I b w N H iY N F F. R F- / 1 f f I I 2-0' 20-W 11 1'31 -4" 3,-4"j ❑8 El ID ENDWALL FRAMING ELEVATION ENDWALL FRAMING ELEVATION COL UNE 1 GIRT DEPTH:r COL UNE 4 GIRT DEPTH:IF t r`. * 'l ettte f'�.1j r:- .l �r4.0y vvxsrjf� > REVISIONS NOi1M7H5TANDINGDIE ADJACENT I y :MC x ENDWALL DRAWINGS SEAL,NEITHER THE ENGINEER NAMED 1 '`& A a ixtf BAYVIEW EDISON /PAOLO JURKOVICH NOR CHIEF BUILDINGS IS ACTING \ �c AS THE ENGINEER OF RECORD. THE �F �FCISTEF v v� ENGINEER NAMED MD CHIEF BUILDINGS sS/ONALtiNG` dip: MOUNTVERNON, WA 3 RESPONSIBILITYISLIMITEDTOTHE sTRUCTURAL PERFORMANCE OF THE iN1,1 RF 40'X74'X30' 24'-8" BAYS .5:12 PREIGNGINEEREDCOMPONENS. EXPIRES:11/07tic, CHIEF 2 DESIGNED BY CHIEF BUILDINGS. 14‘, , . ' DRAWN CHECK ORDER NO. El A �- ,31w BUILDINGS pm.. , DM C085241 Z "ded6VYssYe GRAM NI@-00" _ . ____ _ ._ PP PP P P P CHIEF _. CHIEF • I— —I I I I I I I I I I I I . _ I I _ — I I ENDWALL SHEETING ELEVATION ENDWALL SHEETING ELEVATION COL UNE 1 [ COL UNE 4 t,V r c cyos jO\w SEif .R REVISIONS NOTWITHSTANDING THE ADJACENT it 'o` °7 ENDWALL DRAWINGT�'—— SEAL,NEITHER THE ENGINEER NAMED A NOR CHIEF BUILDINGS IS ACTING _ ,, z _- BAYVIEW EDISON I PAt 6'JURKOVICH REFERENCE NOTES . AS THE ENGINEER OF ENG NEER NAMED AN CHIEF BUILDINGS P�F ks l I I' o �� s F ClSTFFr, `V eRESPONSIBILITY ISUMITEDTOTHE °_> Ss�ots1- 'ES p Q�w MOUNT VERNON, WA 1.FOR OPENING TRIMS,REFER TO GENERAL DETAILS. STRUCTURAL PERFORMANCE OF THE r „ifb' VJ RF 40'X74'X30' 24'-8" BAYS .5:12 APRE-ENGINEERED COMPONENTS �� DRAWN CHECK ORDER NO. yDESIGNED BY CHIEF BUILDINGS. EXPIRES 11l07 CH1EF.��� l" '! ,/ BUILDINGS , ateDMC085241 3/ dDI GRAND I Uli C1 ) 2 (7- ..LN,,___, y A C i / 74' / / 24'- 8" / 24'- 8" / 24'- 8" / / / 1 '- 2" TYP (VD \- \ r. _ i 8' C C C O W O. a ID Li m 2 \ fj5" SLAB ON GRADE W/ f'c = 2, 500 PSI hw ici U 6x6 — W2. 9 x W2. 9 WWF fy = 60, 000 PSI J J J 0 W 0 W C� Y U 12' 3/4"0 A36 THREADED ROD AB o a • EMBED 16" MIN . u -4 fit►�a7c) rl 04-1 " VIBTSLV)) TRJ Is. % Z :11. re;yfr e: A 12' #5 x 10'- 0" EACH LEG z S L ( B ) HAIRPIN ( TYP) z CN B I - - - - --- - - - - _ E w., w cno N.____, P w vv : Ii A - - - - - - - — —1 \ A ` I I 1 " TYP-Iv I I I I _ ci o L_ — — J L - - J I_ - - J L — -- J i v 1, Q CO roc FOU \ IATIO \ PLANT SCALE 1/4"=1'-0" FOOTING SCHEDULE MARK SIZE REINF. LONG REINF. TRANSV. Q 7 A 18" x 18" x CONT. (3) #5 TOP & BOTT CONT. - 0 Q ( B ) 2'-0" x 2'-0" x 18" #5t 12" O.C. TOP & BOTT #50 12" 0.C. TOP & BOTT V 0 J w Z O4'-9" x 4'-9" x 18" #50 12" O.C. TOP & BOTT #50 12" 0.C. TOP & BOTT D /— 0 mn' Q 0 o_ o o O Q D _ 7 O (I) Q la_. CALL 48 HOURS BEFORE YOU DIG JOB NO. 06-010 1 -800-424-5555 SHEET J CAD FILE: 06-010 SLAB PLOT DATE: 3-13-06 1 OF 1 1-1 13 31I fin 6- 11-. M Y,0 Public orks Aft4sw Engineering and Development Services Pressure Test Inspection Water ❑ Sewer ❑ Storm) Project Name Ja-r Lo\I �L 13/d. Comments: ���.r f,�L C619 4-0 wc„✓ int /c�i c Project Number Qt" 't13 3y fh Inspector Name Vol Uw IJe.._ Contractor Name ,; / pr .3,L Structures Time Date From To Start Finish Pressure Drop Pass Fail Corrective Action -Notes 10-16-04 ,,Itar _en 1135 3135 22S ❑ ❑ ❑ ❑ El ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ P ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CITY OF ANACORTES "AS-BUILT" I- Sewer /J� 'NStortn 6 OWTRACTOR: VMS! , PLAT/DIVIS[ON: BLOCK LOT ADORE-SS: ! !3 J 11#L L4 Q DATE: 9-6 -06 y- S PERMIT# SCALE IV f = STREET : LI N �y u-t' ( a I 1} _ . . . _ - a - � p < S I 6 := _ LOCATE STREET(S)ON GRID MAP i BOARD OF ADJUSTMENT tlINUTES NOVEMBER 4, 2004 REGULAR MEETING Meeting called to order by Vice-Chairman John Curtis at 7:10 PM. Members present John Curtis, Ken Wilson, Charles Boubeau, George Mehler Staff present: Edwin Frank Minutes of October 7 were approved Qurkovich Variance (413 34th Street-1 Mr. Jurkovich reviewed this request to reduce rear-yard setback from ten feet to zero feet from an existing platted alley to construct a 40' X 74' boat building and repair building on a 60'X 100' lot in the Industrial District. Mr. Jurkovich explained that the boat service industry is flourishing and in high demand in Anacortes. However sites in the Industrial District to construct boat building and repair shop space is limited. The applicant proposes to build shop space on a small Industrial lot. He stated that compliance with Ordinance requirements is compromised by on-site parking requirements, optimum building size, and rear-yard setback requirement. The proposed building will be set back 26 feet from the front property line to provide the required on-site parking for five vehicles. That, with the 74-foot building length, leaves no provision for a rear-yard setback from the existing alley. Mr. Jurkovich stated that the alley will not be used as a service entrance to the building. A fenced industrial area is adjacent to the alley behind the proposed building site. The building will comply with the maximum 30-foot height limit. There were no comments/objections from City Staff; there was no input from adjacent property owners. Mr. Stent (?){506 35th Street}commented that the residential neighborhood near this Industrial area is a very difficult place to live—loud noise at 4AM emanating from a nearby truck hauling company, constant truck traffic noise from the badly maintained 34th Street, and astringent odors from a nearby boat building facility. The Board commented that his concerns should be brought to the attention of City Staff. Mr. Mehler noted that 34th Street is a platted 80-foot right-of-way and suggested the applicant obtain a 10-foot encroachment into 34th Street to supplement parking, thus providing a 10-foot rear setback, Mr. Frank commented that the applicant, as part of the project, will provide curb and sidewalk that will align with that already existing east of the property; also the full width of 34th Street should be maintained in this heavy industrial area. Mr. Curtis and Mr. Wilson supported the latter comment. A motion made (Wilson/Curtis) and passed with three ayes (Curtis, Wilson, Mehler), one nay (Boubeau) to grant the variance as requested. The Board determined that the small lot size created a hardship for the applicant to construct a needed service shop in the demanding boat industry. R & M, LLP Vacation (portion 29th Street, Anacortes Original Addition) Mr. Mansfield, representing R & M, LLP, reviewed this petition for vacation: the north 40 feet of undeveloped platted 29th Street 80-foot right-of-way adjacent to Lots 7— 12 Block 178 Anacortes Original Addition. Mr. Mehler mentioned that he was the owner of property in the area; he could hear this petition unbiased. The Board and Mr. Mansfield concurred. Mr. Mansfield explained that two building sites are proposed for Lots 7— 12 Block 178. Access to a Lot 11-12 site will be via 29th Street east from D Avenue; as well, this site requires the 30-foot frontage on an improved public street. This can be accomplished in three ways: 1) pave, curb, and sidewalk this section of 29th Street to the site, 2) obtain a City conditional use permit for a 30-foot extension of 29th Street from the Lot 11-12 site to D Avenue for D Avenue frontage, or 3) vacate a portion of 29th Street to D Avenue and incorporate the vacated area into Lot 11-12 to provide D Avenue frontage (as proposed in this petition). Discussions with City Staff favored the vacation (Option 3); Option 1, pave, curb, and sidewalk serving a single homesite would be costly. RECORD OF FINDINGS AND DECISION OF BOARD OF ADJUSTMENT DATE: U P\Jf1fl l ) )- '. APPLICANT: P' tkA&W SA-1Y2ftD�ICI� ADDRESS: 'Y ) 9 3 L ` tr. Description of application heard(variance, appeal, etc.) thitalAA VICAarY stT -- 1° <2;zY127 Pea— Tv DATE APPLICATION FILED: D LTD .DI&Da-y�I I Y��d it DATE OF HEARING: /U OtiE l Y et32- 7-00171 DECISION After review and hearing on the application in accordance with applicable provisions of the Zoning Ordinance the Board finds that: (findings) SM A'1A_ tor Sln' fit` 5 A A-Al051.1 i e FD i A rtariT` tuterT f u i PEO PML(<r,uE 3PDAge A,i D awn-al-cf. R NeeDeP stft7P tIv A DemANOv6 ctvDPV11-/ In accordance with above findings the application _ . • .enied(circle one). In granting the application the Board prescribes the s ng conditions which must be met: bulb- /OS W iLl ti)M9L / WUT14 t14MCIMOS/ 30- i1'o -' Re 6AFC uMr IN 114E 1NDti5Titi ,fin Secre and of Adjustment City of Anacortes Board of Adjustment Proposed Agenda Thursday - November 4, 2004 7:00 P.M. - Council Chambers 1. Call to order. 2. Minutes from last meeting. 3. Approval of agenda. New Business 1. Request for Variance- 413 34th Street: Reduce the rear yard property line setback to zero, allowing construction of a new boat building/repair shop. 2. Petition to vacate a portion of 29th Street. I r T.CURV STREET SIG! lit ' ATE}SI➢EVALR I •EAP/SI➢EWALK X—SEC •—A EXIST. RElmVE EXIST ASPHALT CI MID!'SR PIPE E E16 OF ASPHALT EDGE k7-� ±1n➢ -- E%I 6 ➢I VA RklEkS� �` `s.��,Y a"'sr. ly�.a sD.� > Ex.CE TYPE 16 Li 12' r�-- i .S S ^` " -f yry s rr,+ty ,k5�RIH E-EV=.28 34I6' EI-3S58' SLIME' s ➢ITCH 'ei^4{ I-11' ��iYF'H#3 -'v 3!t , H.Ravn t NT ' -CB R 46.IN TO C '`K V M y � ,. .y hR7 Jpa 9 kYA�➢ 3>L WO 1ttlici .1'Y-S: sm.:, . 1.1t4 '.u.DD':".: .tr 1a a .'.s.Ps, �L���e�i.-; 12'CONC. CULVERT v� I �MR CB TYPEI }�� � kk l ��� RIM ELEV.�6 IRV.E1.EV. py REV VATER METER Y 6 - s hk !PL VTTR IHC TAP Y _ i __ s II .. i� n iP �' I1C T b� I# 'a �i�J , 1 1 �.�.a T ".%. _,ti t , AAaE_�7�ir SEE NOR BU r II►, I1i`,,..- ' .tNIa iA➢ �� ± 'RO' ILE C EXISTING HOUSE I 40' 2, I_�Tsat��� I 1 Li m II D PROPOSED • B � ILDING ks 0 2, 660 SF 10' '� i I 1 FLOOR V.= 37.0' 11 1 d - ii.ot 1 EXISTING �" GARAGE A i 11 I�' i i IX '� 1 / / i IT II 0 I L ( / 6 \ MN !11011 1 ► :xan, 6i 1' �� — E '„ SANITARY SIDE 16' ALLEY PROVIDIDE r°ALL "ntur GATT SEE EAST BUIL'IING RU DNG PROFILE B-B \ -N PROPOSED BUILDING 30A' PROPOSED r--rn ELEVV.--37A' CENTER IF LII 0RR➢E NORTH BUILDING PROFILE A—A SCALE 1'=10' 74' PROPOSED BUILDING PROPOSED ALLEYj6 --FLOOR GRADE r3e20� ram' ELEV:37A' GRADE 40' / 35' f EAST BUILDING PROFILE B—B SCALE 1'=10' l , Building Department Memo To: Steve Lange, Dan Harju, Bob Hyde, Ian Munce, Gary Robinson, Rick Harvey, Fred Buckenmeyer From: Ed Frank Date: 10/18/2004 Re: Variance Request—413 34th Street Please let me have your comments on the attached request by September 29, 2004 Attachments • Page 1 Building Department Memo To: Steve Lange, Dan Harju, Bob Hyde,&Racty.Gary Robinson, Rick Harvey, Fred Buckenmeyer From: Ed Frank Date: 10/18/2004 Re: Variance Request-413 34`h Street Please let me have your comments on the attached request fiC ptember 29,201 Attachments 4% Coe even '75 •Page 1 Building Department Memo To: Steve Lange, Dan Harju, Bob Hyde, Ian Munce, Gary Robinson, Rick Harvey, Fred -Buckenmeyer From: Ed Frank Date: 10/18/2004 Re: Variance Request-413 34th Street Please let me have your comments on the attached request b eptember 9,2004 Attachments to 22--0'-(- f� p r ;rnn�i--J • Page 1 Building Department Memo To: Steve Lange,Dan Harju,Bob Hyde,kisoter5aGary Robinson, Rick Harvey, Fred Buckenmeyer Front Ed Frank Date: 10/18/2004 Re: Variance Request—413 34th Street Please let me have your comments on the attached requ y 8 ptember 29, 20 Attachments (\` Variance Request Date Received: 10/29/04 413 34th St. Please initial if approved and / or include comments: Street Department: / y�'/fl7 Comments: OE / Water Department: /HO/ q y Comments: a< Public Services: -nit //- /-a4/ Comments: inc :: • Anacortes41 American 901 6th Street, Anacortes WA 98221 360-293-3122 Affidavit of Publication The Matter Of: A4387-PN: 34th St , City of Anacortes • In the Superior Court of the State of Washington In and For Skagit County STATE OF WASHINGTON County of Skagit sis The undersigned, being first duly sworn on oath deposes that he/she is principal clerk of the Anacortes !pal Building Council American,a weekly newspaper.That said newspaper has -a' t7 CCh amb mbers, 6th and "O" been approved as a legal newspaper by the Superior Court of G- `�`w `< Skagit County and it is now and has been for more than six 'f The purpose of the months prior of the publication hereinafter referred to, ty.°t+c , ><';7m Public Hearing is to published in the English language continually as a weekly 4 ,„, AL' condder a variance re- newspaper in Skagit County,Washington, and it is now and 00160'.1- quest quest to reduce the rear yard setback from the during all of said time was printed in an office maintained at property line to zero, to the aforesaid place of publication of said newspaper. NOTICE allow construction of a That the annexed is a true copy of an advertisement boat building/repairtt withpublication dates, as it waspublished in regular issues OF shop located at 413 9 PUBLIC HEARING 34th Street. (and not in supplemental form) of said newspaper Anyone wishing to com- commencing with the issue of: OCTOBER 20, 2004 and NOTICE IS HEREBY ment on the request ending with the issue of: OCTOBER 20,2004. GIVEN that the Board may do so at the above That such newspaper was regularly distributed to its of Adjustment will hold stated date, place and g y a Public Hearing the time. Written comments subscribers during all of said period.That the full amount of evening ofThursday, are welcome and November 4, 2004 at should be addressed to t(he,fefi�arge oiha foregoing in the sum of $37.70 . 7:00 p.m. in the Munici- Ed Frank, Building Offi- `37L�-L= �= cial, P.O. Box 547,Ana- brhirle� kami,Anacortes American tortes,WA 98221. (// Wanda Johnson, Subscribed and sworn to be're me this City Clerk „ If reasonable accom- _ e ay of a' _ISA!I ,. modation ty is due to a din- \�/, — ablilty is needed, con-, // tact Ed Frank atl "�� 293-1901 two weeks John :fDarnton, prior to the meeting ate Notar, Public and for the State of Washington PUBLISH: Clerk's filing stamp: Anacortes American October 20,2004 A4387 .>*®\ t 11c/PR/ry1'r e���0 \SsIQN CP\I'i r0�CTAgr n;, a S r� a. en i A(Jst,\G I. i . `,-). ,qop,, .. \. 'too Old Y NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Board of Adjustment will hold a Public Hearing the evening of Thursday, November 4, 2004 at 7:00 p.m. in the Municipal Building Council Chambers, 6th and "Q" Avenue. The purpose of the Public Hearing is to consider a variance request to reduce the rear yard setback from the property line to zero, to allow construction of a boat building/repair shop located at 413 34th Street. Anyone wishing to comment on the request may do so at the above stated date, place and time. Written comments are welcome and should be addressed to Ed Frank, Building Official, P.O. Box 547, Anacortes, WA 98221. Vv Wanda ohnson, City Clerk If reasonable accommodation due to a disability is needed contact Ed Frank at 293-1901 two weeks prior to the meeting date. PUBLISH: Anacortes American — October 20, 2004 ' Ty < APPLICATION TO BOARD OF ADJUSTMENT ilex/ REQUEST FOR VARIANCE APPLICANT: &&RNI4{O ,111I�,C,Ab,�( 01466 PHONE: 3c e` 2 3 ( 75 MAILING DRESS: /60 8 LS-°��/ t'l FV 41k a CITY: ���,0e"/-S' STATE: /441. ZIP: ggrE, ADDRESS OF PROPERTY WHERE VARIANC� IS REQUESTED: 4/3 344 57&c[ N Rd-ci 1,44 cygp2 LEGAL DESCRIPTION: LOT: 74r c? BLOCK: 2 PLAT: ASSESSORS ACCOUNT NUMBER: P ,5(1747 Description of variance being requested and purpose of variance. (Use additional pages if necessary) f3/7- //c.i Provision of Zoning Ordinance from which variance is requested. Include section and page number. Justification for variance as outlined in Part 17 . 10. 040B of the Zoning Ordinance. (Use additional pages if necessary. ) ek`E 4 zc9a nn4 . Applicant shall attach names and addresses of all property owners within 300 feet of the property. Variances shall be limited to the area and dimensional requirements of the Zoning Ordinance. Construction must commence within 90 days if a variance is granted. Attach maps, diagrams, or other material which explain or support the variance request. Signature(s) Applicant(s) Date Receipt No. : Date: Appl.No. : Hearing Date: REVISED 2/96 Branko Jurkovich 608 Longview Avenue Anacortes, WA 98221 Description of Variance To reduce the rear/south set back of property to zero, allowing construction of south wall of boat building/repair shop to be in same location as south wall of preexisting structure on parcel. Provisions of Zoning Ordinance 17.16.060 Minimum Set Back Requirements The minimum setback requirements of the Industrial District are: A. No building or other structureshall be built closer than 15 feet from the street right of way lines. B. No building or other structure shall be closer than 10 feet from adjacent property lines. 17.16.080 Maximum Land Coverage The maximum coverage of a lot by buildings is 50%, except that boat building and repair may be up to 75%. The City may consider and approve lot coverage in excess of these percentages through the Conditional Use process. 17.16.100 Off—Street Parking Requirements Off-street parking shall be provided in the industrial District with a minimum of one parking space for each two employees on the largest shift and in accordance with the specifications in Section 17.46. Floor area calculations may be affected by parking requirements. Section 17.46.010 General requirements. Off-street parking in conjunction with all land and building uses established after the enactment of the ordinance codified in this title shall be provided prior to the issuance of a certificate of occupancy as herein prescribed. Branko Jurkovich 608 Longview Avenue Anacortes, WA 98221 A. The off-street parking may be provided either by an individual action or by a parking program carried out through public action whether by a special assessment district or otherwise. B. Off-street parking for other than residential use or retail/service customer will be either on the same lot or within one thousand feet of the building it is intended to serve, except for those cases where parking plans have been developed for a specific area. C. Residential off-street parking space shall consist of a parking strip, driveway, garage, or a combination thereof and shall be located on the lot they are intended to serve. D. In uses not specifically mentioned herein, off-street parking requirement shall be fixed by the planning commission. E. Any area once designated as required off-street parking shall not be changed to any other use unless and until equal facilities are provided elsewhere, which conform to the requirements of this section. F. Off-street parking existing at effective date of the ordinance codified in this title in connection with the operation of an existing building or use shall not be reduced to an amount less than hereinafter required for a similar new building or new use. G. Two or more buildings or uses may collectively provide the required off- street parking in which case the required number of parking spaces shall not be less than the sum of the requirements for the several individual uses computed separately. Legally binding documents shall be approved by the city attorney and filed with the city clerk and recorded at expense of the applicant in cases of mutual use of parking area. H. The required off-street parking shall be for occupants, employees, visitors, patrons, and shall be limited in use to parking. So long as operating hours do not overlap,the planning commission may grant an exception. I. Commercial parking is a conditional use in all zones. J. One-third of required parking spaces may be spaces for compact cars. (Ord. 2482 Att. A § 15, 1999; Ord. 2412 Att. A(part), 1996; Ord. 2316(part), 1994) Section 17.46.020 Spaces required. The minimum number of off-street parking shall be determined in accordance with the following table, except where the minimum number of off-street parking spaces is varied by the planning commission with a documented finding that the overall parking situation in the project vicinity will not be adversely affected. One bike rack space shall be provided for every five parking spaces. Branko Jurkovich 608 Longview Avenue Anacortes, WA 98221 City of Anacortes Board of adjustment Re: Request for variance Oct. 13, 2004 Dear Board of Adjustment: 413 34th Street is a relatively small parcel situated in an industrial neighborhood that is highly desirable for boat building and repair. The current building proposal is for a 40' x 74' structure, 2960 square feet in total and less than 50% of the lot size. Current zoning for boat building and repair allows for up to 75% of maximum lot coverage in which the City may consider and approve lot coverage in excess of these percentages. (See Chapter 17.16 Industrial District Maximum Land Coverage 17.16.080). However, compliance with required setbacks to the rear/south side of the property, in addition to the required space dedicated to parking, conflicts with full utilization of the property and would result in a loss of 400 square feet, a size reduction of approximately 14%, ultimately a building that is less attractive and less accommodating to the boat building and repair industry because of its size. Because there are other preexisting structures and established landscape buffers within the same rear setback on the same alley way it appears that requiring a 10' set back for the proposed building will not improve the alley. By the same token, it also appears that granting a variance for a zero lot line adjustment thereby allowing construction of proposed building in the same location of the preexisting structure on the parcel would have no adverse effect on the current alley way either. Due to the fact that currently only a limited number of industrial sites are available for development, coupled with the growing needs and demands of the flourishing boat building industry for more and larger shop space, it seems that maximizing these properties to their highest and best use would benefit not only one of the leading industries in Anacortes but also have a positive impact on the job market in our community. In view of the above, it is hoped that the board of adjustment will strongly consider the growing needs of a flourishing boat building industry, recognize the intention to optimally accommodate those needs, as well as the desire to utilize an industrial property of limited availability to its highest and best use. I appreciate and thank the board for its consideration regarding this matter. Sincerely 9 Branko Jurkovich Branko Jurkovich 608 Longview Avenue Anacortes, WA 98221 Use Parking Spaces Required Auditorium/assembly room/exhibition hall/:1:4 fixed seats or 10:1000 nsf theater/commercial recreation (if no fixed seats) Boat moorage,public or semi-public :1:1 docking slips Boat storage 1:3 storage spaces :Funeral home/mortuary/religious inst. 1:5 seats Hospital/in-patient treatment outpatient 1:patient bed surgical facility :Hotel/motel 1:guest room Manufacturing/assembly 1.5:1000 nsf Office '4:1000 nsf Personal services without fixed stations 3:1000 nsf with fixed stations :1.5:station Residential: Single-family detached ,2:unit Multiple unit structure: One-bedroom or studio unit 1.2:unit Two-bedroom unit :1.6:unit Three or more bedroom unit 1.8:unit Restaurant 14:1000 nsf Branko Jurkovich 608 Longview Avenue Anacortes, WA 98221 'Retail/mixed retail/shopping center uses 'Less than 15,000 nsf 5:1000 nsf More than 15,000 nsf 4:1000 nsf Senior housing: Nursing home 0.33:bed Congregate care senior housing 0.5:unit Senior citizen dwelling 0.8:unit Rooming/board 1:rented room Wholesale, warehouse 1.5:1000 nsf Net Square Feet (nsf). The total number of square feet within the inside finished wall surface of the outer building walls of a structure, excluding major vertical penetrations of the floor (elevator and other mechanical shafts, stair wells), mechanical equipment, parking areas, common restrooms, common lobbies, and common hallways. Storage area is included in the net square feet calculation unless the property owner demonstrates that it cannot be converted to habitable space. (Ord. 2323 § 1C, 1994: Ord. 2316 (part), 1994 'JUL-IB-04 7:23 FROM 'rlrst American T',tI6-skaslt a +3504245885 T 555 P 0i4l016 F-360 nt'ArCian - y nF :.Lnnuclt i 4C2 Q9 3 I ,ianm NO 4 Ja ew .,, \\ lla f \1 i �o, j ' I /'3m9 9!4^ w.O 1 � _ _ .. j / l y - -- .__ . / _. ._ \ _ /f�' PLATE Me. 'v>' ._____ —�- __ `__. -__ - - _ . _- _\= i_.. ypIyC POMP ^a Ftib'IP''E'i,x.:91).a. ;v 1 \\ \'. �c Q4`-14 o,! n \ " • I' ore r \• r.R ' > ' u 8 \ 11v's's,> qv t I °o blittnrrrn ' <r CA \I r I :4 ft.L rsi ;J; zeo i in r , a: ra :11 re ' .a : nn_r ' :AD , h r. Ule Y. I. • mor \ TP 4\ Ih I \ '9i I %r e +olr," , / ' 0\ \ , \ y{ s s I r. Cal 'c rI)6 - l 4 tI SMf.'C., /> , \' \ ).. me,-4 6T.b 1 �Y!.-.`-. rI . ._I p:JOF) % \ \ 4 ,n 1$ Ic rR ' ac ,r a{1S3.7A2{'p4�`I �' yiy> nN,,ai C !PCt c n V . , _e. i\ `3 $>i: O c_V eni I :" P, 1���P�iS�s �€"y , U�7��,PiCI {,�JA11p,Y "�n.n II'$_2P?M. arlS5CP P Eq j;wt, of :''iyFi»MSie ---- / \ • \ ,\ -----"-J._----- \ .rrrmm;tment or Pclicy of Title rfl rlrari e. • \ =r;s.�rce.^isis ru.a,¢< — sns> xirr t '9 tur-- .5 ; r i 4 N e 'et ,a -igg-"'in ;ccamg the prcs.1Isee ,,;..,, E o"sutiq,- , does rot papFfl shOP,l 4",°4 ; ',°`4's ,,.,,, . -- _-. - -=__w 5, or, easerpents a v�tig4h� prop. rty:t _ iiEtce situl8 ;'e L;racztl—t_sPerk th1"sre`� ! yy d _ _ -. . J -,I'^ fCC- 11CP 0r U r/1rS tic' of Me••. ro- GST - �e{i �rMw� CERTIFICATE OF MAILING I, Michelle Deaton, certify that I mailed,postage prepaid, copies of the foregoing document on the October 18, 2003,the attached-named parties at the last known post office addresses, with the proper postage affixed to the respective envelopes: Document: Variance Request—413 34th Street See Attached f`tickQ raszccan Michelle Deaton, Permit Technician Date Y__.\\ti NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Board of Adjustment will hold a Public Hearing the evening of Thursday, November 4, 2004 at 7:00 p.m. in the Municipal Building Council Chambers, 6th and "Q" Avenue. The purpose of the Public Hearing is to consider a variance request to reduce the rear yard setback from the property line to zero, to allow construction of a boat building/repair shop located at 413 34th Street. Anyone wishing to comment on the request may do so at the above stated date, place and time. Written comments are welcome and should be addressed to Ed Frank, Building Official, P.O. Box 547, Anacortes, WA 98221. Wanda Johnson, City Clerk If reasonable accommodation due to a disability is needed contact Ed Frank at 293-1901 two weeks prior to the meeting date. PUBLISH: Anacortes American — October 20, 2004 I __ _...-__ 31J6 J 312(1 3111 \ 20 I 53 ' \ I I \� j, 3115 ' - 3115 3201 I ' 1 3201 32181 _ ( J \ 3A z0I 1 W I 420 ��' 3208'.\ 3205 3213 0 3200 3301 \\ `\ ' E 1 1 3311 A \ '\ \'' 3311i 1 \ �\ 8C12aq 1 3315 502 310 I - - R 416 1 pL —___� — .)4 H (1 '" 803'I W 713705 619 617 607 W - W'I , z i IW to 11 >h0517 5-3 509 ', "cello 19 401 Il 309 Q v .- _7• _ - - - - - -- _� - - _ . I I 315 `. i- 201 j_ i 3417 ___-. t 8020, J10 7n. 't1 20 it ap 4 2 C q i 702I 3419 612 610 608 520 518 516 1 I ' ) 506 502 _ -- 1 7 y1; I 1 715 r 711 0 I ' 1 7 619 613 005 601 519 513 507 505 501 417 413 411 1 1 311 _. 13 509 f .0 11 I \ • z, - _��i3511 _ - 20 1 25 .3f�- __ -- 3506 \ `' . --_ _ 3512 7515 1 •___ _ _ 3520 it 1 I`� - 20 420 410 3519 3512 �V� i0 7 IGI I:i 403 \ � I '3605 360913 07 i3608 _— `�_\ j 3600 " : - 14 " REVISED ; GATE 1 0- 16-04 7_ F'HODQ3- _ VARHA1\NL.= 00—I_I(1-00 ' COMPUTER NAME. EASEMENT \i .!`..' \r 4 T =-T REAJEG By CITY D AS REST C IS MAT 104 6TI I STREET I\ PNH AllACORTE'S, WA 98221 `"a William Wooding 13540 Rosario Road Anacortes,WA 98221 John Olson Firkins Family Trust 267 N Edinburgh Drive 18000 Hwy 377 S Camano Island, WA 98282 Cresson, TX 76035 James Roberts Eric Thompson 2722 Bottomridge Drive 505 35t" Street Orange Park, FL 32065 Anacortes, WA 98221 Wendy Granville Bob Anderson 411 35`" Street 2406 Vista Lane Anacortes, WA 98221 Anacortes, WA 98221 Thomas Obrian Paul Spence 13647 Slice Street 506 35th Street Anacortes, WA 98221 Anacortes, WA 98221 Hole Family Rev Lvg Trust 419 34t" Street Anacortes, WA 98221 Joseph Andrews 10800 178 Woodside Avenue Santee, CA 92071 Linda Norton 502 35th Street Anacortes, WA 98221 Lee Suter 104 Rainbow Drive PMB 497 Livingston, TX 77399 Firkins Family Trust 18000 HWY 377 S Cresson, TX 76035 e Ji -- I srpaea IIeTyIR ® .rms�i,amrmalaemem uemem anlaer sal LEGEND :r:u�w'i�iwsre,err aster. R a 1gCEI ,yJn�y�l��I ISM 1 ® sir a'.e, '� — --—-- gnus/aIDlYNX X-SEC --— \—--—+---— .- --—- ma --x--•--x—.t--x— Uw1y P MT`: �" r arT AMINE Dr i i fAt • maesaaKK�Y�bmr�i �Amer t a cePia fro PPE FBTa AVMS Y Ilaai9sIDmot ..... Oi(f.wp « Na - - . Sr11lT sw,...9��- iWrit Art y20'TITq Dlf 1 i®1 II1rID e Y"DI 11. 'J II L1K.'11�i1W�S� 9. .'i i -- - fIFPO 1001 ® SEVER a STORM we mi n 1N-SC£y+dklT' {K QH 14 ffiK E Ym� �i -_-- z 23 ..<, ,r .. _ 6 - - — T e , e ... �12'Caca m arr•aW �SaTm o if. g 8 aEvorr y� l �i i o�.e•�wuc iv ` 1 TYPICAL 94TH SPRB61'/SIDgWMI( %SEC A-L!Sal =a tS S /�_/ IP wMI dif TIP Er ` �. - . — WrET a EROSION CONTROL NOTES m q } s. 1,� , A A Certified Cann mid '.--T3 a. Le spied Me E'SC Sanest at ha atoned and Erasion E�~' W /\. 1 x r �' R � W 1 certIfIcatbn cud a lhee S�rpm�e Cora Man ass s. t card Saar.e oversee t 1101 be apart art r erosion coma.The gg as ' I . ' r *,edrelSo' daingnret, Nmaty r..w.wawa w M ewm aaY t a avtaaer am.vmm r«arascow r arena con w x,o.Nat' 4YjitcVtt * ,' ',, .nidYI - M of 2'letters.This al be b Mace pda to mubvctln start R'mnber,w look ef w dr et be all beer*.of v W d �. °-, ,- + " '.\`/;.'� SEE NOR BUILDING F.m.ran tab.in°y.a and exam etches shell be detente u , f s d �. : 'r,.i . irons ', •Ga�ts RO=ILE T-C amearwtmpamefwarefAe:teapaa Yapaea e.paa} system R EXISTING „IIt - •,, , ' G. fabric ftter rfobic 1.a°em en w and grate on m catch rare m w off .netted dam use of project r`ra I - - ., ` d. � , tap of wmarte teliHOUSE An' , mast t fencing.mm,.te e w mete tore pwaent s mated eft b enact w.brew..r \` N. H. Install <vretr ctIon entrances City e d ands s Mates ail be Eealaled In Mawr of adman Muss ---� dned airing 1\' - \ r: PROPOSED BUILDING w a.amr of w project National,reearn,„y be..are ad'began of to—at urid„<w paved .m ow o"Ww7'i �. Q >v laCt dean lb eon S dad to enter onto Its'sttreet See w ap of Ares tea tsetrrcaan int eh demo C V" `\ 1,,,'. `� ter 1 f a'cots a teed wt•al not be darted far'too m con ae+y Cie vet a.mr S.sear m con In w dry s5 MW be MasMY ate tee!tend w ewr'oeed fSC nryom(see s rdd* ,Masbc cos.rt nett 1 \ , K Tm m•eels p ia le w beabdy of w vet neawr 9ctarr D,d Staid antes teen be nw.md m I entify shiY'aces con be mated b le'•Dwean fen w r'eer rents sawbd trans tern be aedd aloe w m mM ef w 1 ay .- yp. bplNy of w wet w.•va A e..waw'Wrap of wen erns a be react and uvm wen te mob.rmrr.d eel b 1 PROPOSED ` `I Eata 6 of aid eedeted a w P o act lbr'aper.w Pn)mt lbreper pit raydv m.ay Ii.dowel.non m order te pro4ce f `• It aid dame foam L w'urface tw.e'iara`.n"Eaton r .a.uarr sso m tam fenw tar o„Pmr nsc-i.wa..t: \bQ63 , Vbdbn tend mY y Welderd a difmmt dolaas ^�\`., BUILDING a - _ - -- .--- - - --- _ - K If ended k transported into a rend aria w room Mal b cleaned wrayNY at w end of en Illy. 1 \ m seewne rate eve anus bra aim.'�`.d ade:iw asanar aiaflal:r.n`r..ra a rM.we.aea.calmed aca.rrt mama I )l�,d 2, Y60 SF �' la , EXISTING NORTH BUILDING PROFILE A-A K�UFA.oacnn.rwraved gym'w site Men w ate ear are ateymd eu ma:subs-karat grass SCALE 1'=10' r FLOOR'ELE V. 37.0' I I BUILDING U m i Ty 1 1 11 :a . 4 ' g "G 1 N, n ` .a k I �.��„' III EXISTING I'i PROPOSED BUILDINGte GARAGE 1 \ Q a, m \\ NrCtEd}} c dp ` !! \ 7i -N= it .a_)to I 1 \� `\�! �\ \ I--Jam_==_� _ atvxnK 5 1 PPSIPOSO U] -- �, � + ' EAST BUILDING PROFILE B-B c�m 16' ALLEY nolla tooth a SEE EAST BUILDING \ SCALE 1'=10' / �� \ PROFILE B B `. ROW PAVING AND GRADING NOTES: 3\ --—• 1. tee contractor dray grade w ROW to provide Made a rood aka to wen w ..�.d ---- - / --- -----^------ Mae In accordance with AP.WA rt \ MA Palm end alai maw,mmbYW b w -a--tx___„n--1h- n—x—a----e—__e--o— -- Standard Mocotlnra,Ma 2 ,.y to x- '� 2. See II6'of MomM Math isGM MWeanerrm far Meaehrrtus krgwenmR „H) Op LOT AREA m OBO SF \ \\ \, dASPReLT�TRUCTICH See xa`�Mmtt�ee m i and Sesta 9 of w aw ere w Epeatmwa far Rena,Ida vet e.�lbn `= \. of alawer an be used D a Pc/ever art b asda Val cutting le aN. .,teas before m.and *iooten thetea City of Mmortes Frylieer I.nd ors.My deviate fa this'pedlar Bo r A.ming a) AN BLOW COrERN E 4000 SF SITE PLAN �-\ a Atlwel asphalt nay abee eg l fen raeeml by w City of Meats Enda a bsaects. BLEL NC COMMIE P� Sr STORM DRAIN NOTES: C.w..rural araW.ares teitaev w w..w.ay de be Indira each,lynE, �.l- SCAI£r red 1. Al aanawmd polyethylene Milo(LVw)shad be menu mbelar and nwuRamoed from hNittim y pobdbbr•'a al.width a fa asphalt eddy attlng edges dl cobs tacked be thaw* mp atta. CS� Q� LM .IPNC B T r, m Qom' Sr tend meala soar!the repbam,m a Qye f II.Category{orq GradsP33 a six.Qos C pr,51Y Rls<6 in odditiesfi fa(Oven Plata at be.small Wean Ion /il0lCtStii1P1YC PROW m 1 t e GRAPHIC SCALE be Mac era may.cote a mad and alas requirements a Aarina.MES.rate S.S.steam. Patient cnmdde aka in n-feet wtRa to tie mnaure le MY anima tarty ve°i'�Median ssuaax scram sreaweex nat. --1 P. maSO(�)a a tel ater to awards of AMU 0 SDx.S n:E for Me m to 15-bah emMr.w Mild irceglraa it Sea mode al be mated end tested plot to alas NEW AGED ANFA SHOWN 57NLIED L 9 °r 'A T' pipe. ate an eocwmw at,maaks(Idatr a,ldad). Props ageewt coded It A awn of and clam r asphalt pew'to be cwgected n Mb rim density Mesta sa3Rmn. r'd /�� I 2. N mode teen eye dW b PRb Cmwm Rare Seer$e tea tuna to w rowne enb of MS1110 It S4 Cans 2 and L MI Mid jars and sealant 11 m ads to be sealed 6eeum aAi(81n an n Mt Paced kmt sealant 6aetbn YW2N A Interred F f+. ! YtSRRT yoalmlre mctla'i-05.]. .l In tees niece riYyil ><YDtlHOYya•7d !./wry (a�) w omMt ids ben mend end OF a b w tad'eta a steel a raked fa cover Win l l area •a�--I 1'e }dam..,. a rid 'a R. a Footing teem,rent cow'opee and curtain pope s•to be mnnaamd to the done ptlmm yawn or calm m shown on Provide elides MOM steel plate to prevent w plate Pea attic The Contester atl be coped out et anytime to correct any rare IV/IY. corgatts NEW P1t9111Ai�T a 5 SECS w mnarwbn M a as ten ad am may be MC Rwu by 35 or alma per w of air 11252 a 3 K lint cr Mai wrote Mar.late beeves we effected,no aepldw eR bee^b w lent of wv.E Vaa to C/] CJ 1--i 7074 MW(W PROW.5 STAINS throupilrad 10 ado m,w dater. Alf Ms end a ma of like"'nd°�ae Mw tad by w pee.teen.`A�' :m be oda a ma m a fa streets parr. Proceed Wen 'ate ng drain at wen SS W Morbid Storm en*m ante pips. The after oar N4 modir del extendMy d .a amen A x bate shwa w shroud. Tr p an Was proud dal be labeled dI'yap idlers Ste Laded swab dery traffic connate b a problem w Paw'ey be ITatestd ell'a Vd Inch steel Wee and s,fAdntly SOLID WASTE COLLECTION AR m,d Ion tWpdeel�„bjea to me sly C I {. Catch base she coral m Type 1.Tye L a Type 11 as tetrad in mid AP.WA Ranted Mauna ad Sawa d bawds �.:- Pisa with tlet cop Item be nod bate �401 mac-. Cara sad Cam r d Appae 1. AB NM alp! and VASES S.RECYCL➢K VEIL BE COLLECTED AT CURB SIDE IN RESMOMML ChNTADERS 4 wont ten fade maybe Mad flange an on cabmen yam in am of peat mar. The inaden of ram'baths d/p's��� C Mac Include final antra m may b naked m lab Ptm w'maua'an w rand rmdeay e'a b Per a area yj �,1,$ en BM.M.a 4 Type I C8 tM 18 beerier orb date acme specified m a Mart at I314�9/ �b en Eat t at von bade tea tom I CAW Bat'M acmmpdab a 24-rd'x 2hiaA 9rAa. AY cotW tomb'tabs she A.vaned Pam. •I� Ott Bee year d tab Me. DRUB a 8®IaTD T. Cam tend dutupe ayewm teal mamaoe ea'an'em PAeIs du tend aPwAla^w sal subbm ce OHM D.IIISMIGITTID b away laded.�Ma ""�w apan.la A Rev. A October 8, 2004 Y Q 1 ri loii r ' i ' I 1 ., • , , _ * 1 4. From North side of parcel on 34th St. looking N.W. 4,1114111%,*I - Iw A r : ia' •a• " ' kir70,0 toi - — --- ° ,...■.__. :ter .; i, agry , _.�., __AIL .. . ,1 k •�" ,` Li . s 9 / 1111111( _ - North of Parcel t/2 J7J221 • ' ',' : .m........ ::, .fi,11`,..,:-..e.....1....?::,;:et:.,...1,.:1:71.,: .:44...41..;.: 1-.„...,..,..,ir.‘1.,:s.::.. 1:' 4 ' J » A jr • d r i'n`+n t t fa nif tt, is ,t!1f11rMltf 4.14i3tt( S �itiii0iW! ipOtiltt r,' ,.•, .,trrWan ,t, • From alley looking North, ',I.' ,,�sr" "`' ttf ?; parcel is to the left of fence . ; . ',,� d 11111 IIIII ,1 1 1 y t 1 t ` 0 From North side of parcel 4.0....i..111111 on 34th St. looking North . Wiiiraa ! __ , ....-- r-----"°°°°°° "---- ..„.....i,...., .. , lima . 4 = - T . �•" `" T From North side of parcel • on 34th Street looking N.E. - . ,•ti + ;0,- V V ,......1.........N4,.. 54 ..r 1•I, ' - , :, >` - VA,.,5j3l- ili.. C �m V jti 1r■ . a". by. �. 1 I a k',• „�t,dj r ' �tp:i 1i' i4 f N. 4 I. ` rrvY I, • '.' .."..* E• xisting structure ,,•v,Ii on parcel ,,,— r d F .._ 7' ? 0 t. — . . III i' '' •.': 5-A 1. �� 7;4 I giN all .. ' ''''' . -i'4 " .1 ' "' Lwow 1/4 mar ... - " , .....e0,• L. .. . ,, ,o, . • `�,i .t• fir —._ !w .---'--' t `it _ i •t F ., • 9 ft A_ t From North side of 34th St. facing parcel looking •‘" South '„* , t � '. . :.� . ++. ' a ...,: • . . k „, tom. `/ A r 4 •" i z' I fit ..'} ,7'' 4r Uka^ ,i{� � tt,r •e R t. . G *. J.,... - ' ll 34th Street Looking West of - -, - r ‘ . ., _ . . .., . f ft • . 4-0011,__ r ' ` L l plr • .,1 34th Street Looking East ,.,.. , ,•.:.; > ., , r „ • 6 . •••,4., ..:;. ilk . 1, - ,. —1�M r d••, rLt,°,;, kr- ', • y, r,�+r mac' jy • ''t`� , - *•Mr,11j wU1Rn • .4 41116-, '4 l' ''''' ( t ' .. ..0#P' #.,. :......., " , . • i., . . '..r....; ,' • •••••••••,,,:.' -' ,''•.•••• / t ,• . ••1.:i• - -....-, n - ,0,.....,„„/":. •?: 4‘r.„,„ .-•-• aige. -------.- -z-,-,-;,_-__., '.,-.4,,.1).' • , ....,. 01 • *at, r„,,, , I! 6 - 1 or i, g— .. • , • - •-4 .. ''• . .),,.- 't- -r--.`-r--, 1 , I - ' 1 it ii I.,i I ' r - '''vftivA,,., •",. - I .-, Arsim--4.. •-• - 1 ...0 I 1 Ali _ ' 4 ....tt47...,--:" ' -0 ,. ' • '° Atp 4 '''' ' 4.t.r..-..'•4 - . ,._.. •I.- .....- 7 Looking West from alley, parcel on right showing South side of existing structure •.:111'-I°. . :. I. 011. . -.4.-. --",•- • 1 .• ...r7". •1,.;?I. ' . ,, ,:t vet ' ' -. AS' .,... ' • ...,.: - 4 . . . - .'14:'''',:.•-•-'•V.- -.J.4.NT:.'•-1, f. , . ,. '',,ii.,,,,, , 0 140„.",t ,,,1 ret.,05.r• :,.-..,'',„,:*f., .''' .- •' '',• 0‘, ''.,.,' ir'',"1/° . (SKR ,. , - ;I:. • ''', - !, 4 .i:7, '.-''ti'''''4,4,4: • '..-. - - ' -, .• *:-,,„,,it ..4 •' . \ ......._ -1. —411/4-1. - ..,...., , ._ ti.A'iiti- .±,fir- ., -..:..,,,7*.,, .,•:;#, ,, ..,. • .,,,.- . .., .... , ,.. . ' • I ...- .. "It::''''le .a'-I:'rt.:.'e: • - ' ' .1.ii ... - - \\ - _, I . , : t tok 1 --_.:141 1' , eri,, •• ,..., • : " '- • •"4 .•-•'•'•-",,, 1 .,•*•,.. . _ "- ' ... „'... .-.:-F:t.-., : , 1 Ak::.•- •-• - . ...:•:••t-';-7.--,-44.---, . :-.4-..y; - ' • . - 4t4i;:.,:' ...t. ..'i'- =-H-'•1 i • ••--:-:thz:04...4,,..,..:. -$. • , ..,. .-• • . - -•• • , - ..... 1 -- :.i.•••••-•' .1.1rwi, ..,...- - :-• ---,v1i• _ pi 4 ••:0 4 .4 4. •--- - ''. - . .... • , •• .. ...- - r • • f ) ,„, 7:14 .:... ..f •4 ,__ • , 0 . • ' .„., '',47 4,..: , .,-P '.,,., . , - . . . , 4405- .,..,,. - '' .' AA '" ' +. ' ' ,...• 4:' .', • ' , • ' , �►` '1 a ret '. _fir*��. ! ^a, y v • >` - ` r.: .--;.,... '''' t'efiCii',' . '-'`'...'.-—••• . , -, iffilitil, ;4 I. ,'": 'N's :'•4—. •' ,', ''' ' 11111111V!: .....-*1 :;) / r •It•- '•r ,1} _ , sa, . :• - _ A ;'4c. I. a. ►,. 3 - • I'(_I, �� ` v, c,. 1 . : - ..`, '' '. ' -. .- ... } Looking East from West end of alley WM t • 6 t 1 . t 11 • Looking east from S.E. end of alley 1"'"""'""••• i\..... I ik, . , 34TH ST. - I It II t ILia 10 11.7111h. . t V ' ; i „ til 11 l i LLI �'1r �"� e. 1iit ir Aillik > It II ...., c_ _ IIIM - ,., , - info sur .1; RR -:,fr Al- i. 111 -. + ' Orr +al I IA illio "- 13 9 10 . , , ... 01111... . \ ilillpg.Tie Ilk. 35TH ST. kom 4/1 I . .,,a Procmtes cu t L I i 1 Feet 413 34TH STREET �;1 it o 25 50 goo LOT PLAN �''' Created in PrtG15 8 u.ng NtlNep a ! 1 1.4 .4 . \-1/ . 111 As.: , i,,...., i ! T\iL , • \ . \ , 1' �d fi L. It 34TH ST. • tt+*�' siminifing 7,___, ,,,,, ,_ , _ , , ,. „...: r 1 .. ,..,),,, . w , Q -•r..a 0'4 Q .") r LLI J &-) tit. �.r !• i! > yyy . lip. . , . $. , c116: .. ' , 4 tr Llk 35TH ST., e] '' -''''' t 1 ' ri.' ' - ' - . .. ;_ W os.- > -4,,,,. . ift,,„ 31h :4T410411" < i 1 r 'im Feet 34TH STREET & "V" AVENUE City A Omcartes CIS November 2009 0 0 75 150 300 VICINITY MAP � � . Source:Gly Aerials 7/01 �. '�� In JlmM'NIngk Created Nc©S 8 mi g AreMBp ak -�� u, 3 INCHES CLASS B ASPHALT TO MEET w UNDISTURBED EARTH OR SUBGRADE SHALL BE PREPARED v {�1/41\ 1 I WSDOT SECTION 5. AS PER THE CURRENT W.S.D.O.T. SPECIFICATION. ALL SUBGRADE N E4 co L E E \ D FILL SHALL T A MAX OFE8" TOP I2" LIFTS.95% OF THE MAXIMUM DENSITY. Q o EIST, STREET SIGN 3 INCHES OF CRUSHED SURFACING MEETING - - - RELOCATE IST, CURV e SIDEWALK WSDOT STANDARD NO. 9-03.9(3). © 5' WIDE X 6" THICK CONC. SIDEWALK. Y FENCE —x x x x x PER CITY STANDARDS. >" q t 8 INCHES OF 2 1/2 INCH MINUS RtiI I ACT MEETING JN SAD/SIDEWALK X-SEC A—A r GAS G © COMMEEPAGTWSDOT95% OFTHE DARD MAXIMUM DENSITY AND EXIST. REMOVE EXIST UNDERGROUND v 0i 'M EDGE 3 58 CB AND 8' SD PIPE EX, EDGE' OF ASPHALT POWER UGP ao'-o ° + �I 1111 / 6,0TI EXI „8 DI WA 33,43'I; o 1 w - t w w w f w w w SANITARY SS za'-o ci_s \ EX $."1AVC SD• INLET IE 3329' `. EX, CB TYPE1 SEWER SAW CUT ASPHALT EDGE ,' RIM ELEV.=34,16' & r ASPHALT PARKING APPROX. 1 FROM GURU( o 16 LF 12 _CPEf' 1� (, Ty 1 STORM ) SEAL WRH AR-40 0 0R EQUAL C 3 EI=3558' SLOPE Ti DITCH � � Rlh3 EGEJ: 7 I CPEP INV, ELEV,=28.46 SEWER SD a f► -- 73 a }G µ 0 URB - - .-. .- TS V, V. C SD C 3 WATER .,o.. ., iiiiiii,,efr?0•.,k3R .,:� Z s °d' y sty , SNEW EP RIM ELEV=3 w �{rn -„ - - - pV 40 0' r� SEE CDY OF ANACORTES a U - - __ 32,40' © rv. GUIDELINES FOR CURB REPLACEMENr IF COMPACTION - FACE OF EX. CURB EX. 12' CONC. SI MAIN TYPE A CURB CAN NOT BE MET. 0-4 ¢ L. PV EXIST, - slo I +G4 SD SD SDCB 0 I 12' CONC. a P • Su SSCO ° - as CULVERT a L12 TR ITION CB TYPE1 a � 6 SIDEWALK SI.OPE OF CURS & SW =5.62% Fa' 133,30` EXIS 6' SIDEWALK TV H TQcu `` , 35,7e a tl TYPICAL 34TH STREET SIDEWALK X—SEC A—Ace RIM ELEV,36,I \ WFH2 A STREET/SIDEWALK ELEV.32,1 4 �\ "F6` 0' - WGV D4 SCALE: NTS ✓ WMET ® �N NEW WATER METER ' \ o 2 PL WITH NEW TAP � ^ EROSION CONTROL NOTES -[� �° co - - - - ., - ,. .. �' .. ,.� - —L - _ - _ _ A, A Certified Erosion and Sediment Control Supervisor is required The ESC Supervisor must have attended and Erosion E ' 0) , and Sediment Control class within 3-years from today's date, Must provide certification card, rJ^1 , B, The Certified Erosion and Sediment Control Supervisor will oversee and be responsible for all erosion control The r ` ` a facilities shall be inspected daily and maintained to ensure proper functioning, Written records shall be kept of weekly L� o aa ' 1!, reviews and after every significant storm event of the ESC facilities during the wet season (October 1 to April 30), ('�� co -• ''9l' t`;!' Monthly reviews during the dry season (May 1 to September 30), Written records shall be turned into the Project �1 ^y Fs7 ASPidAt T . 2 TYf Manager or Inspector on a weekly basis at the weekly scheduled project meetings, a p w f \ C, Shall be In place per the approved set of plans prior to any construction start. I D, The erosion control shall be inspected once a day and modified to meet the surrounding conditions as needed, cg 01 G\2 E. Provide a sign displaying a 24-hour contact number and name of the ESC Supervisor, The letter size shall be a minimum m E ' ` A �8 %4 x 40' I of 2' letters, This shall be in place prior to construction start. Remember, the look of the sign will be a reflection of Y� - �� r 1 �� � r 1 the Contractor and Developer and Development, .c.7. i , r,� SEE NORTti BUILDING F. The storm drain system and existing ditches shall be cleaned daily (Section 7-07,3), All drainage systems shall be �+ w ar tl 4 a 4 °. �` e+ 'ROFILE C-C Z cleaned to the acceptance of the City of Anacortes prior to acceptance of the project. 44 w F I 5 SIDEWALIK3 . r� G. Install the filter fabric between frame andgrate on all catch basins on and off-site affected down line of pro ect. c W J37,00' a • 34/,00 :ii/ ��� C4 P j :7: EXISTING I L - - - P v The fabric shall be Installed over the top of the cover to prevent any unwanted silt to enter the structure, No x H /�_ ¢ sediment shall accumulate in the catch basin. o 40' cZ, H. Install Silt fencing per the City of Anacortes Standard Details in areas shown on plans. USE ¢ rn I. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained during a o _ - , ��� 1- 'i, PROPOSED BUILDING a the duration of the project, Additional measures may be required such as wash pads to ensure that all paved areas are Q �a X 30.0' kept clean. No mud Is allowed to enter onto City streets. See the City of Anacortes 'Construction Entrance' detail. �` m�� w J. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry �, W' season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) 4�'t` W K. Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to identify x z which ones can be seeded in preparation for the winter rains, Disturbed areas shall be seeded within one (1) week of the a PROPOSED 10,0' -' beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be _ FLOOR submitted to the Pro ect Manager. The Project Manager can require seedingin additional areas in order to protect 10,0 CENTER LOT EXIST, j 9 j 9 q a Ix 'I 40' ELEV.37,0' ELEV.37,1' d GRADE \ surface waters, adjacent properties or drainage facilities. I w - -"\ 1 3 0Lo R _ P _ S E q _- L. Penalties for an Erosion Control violation aresub ect to a $300 to $1000 fine under Chapter 17.66 - Penalties for p, ? Q - - tt Violaton, Each day ris (considered ai different violation. O" xC', � -ter- - - _- M. If sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. O z EUIL -J \ G O '! 35 P 60, 4 Sediment shall be removed from roads by shoveling or sweeping and be transported to a controlled sediment disposal NORTH T u area. Street washing shall be allowed only after sediment is removed in this manner, I I I V R I I I BUILDING PROFILE A - A N. Temporaryroh. BMP measures may be removed from the site when the site soils are stabilized with sod or substantial grass 9 10' Ej SF10' ix EXISTING SCALE 111=10' FLOOR ELEV.= 37.0' Ix BUILDING r 74 I o I pco d I Alt Pli, 1-.-- N `% �' 0 rx +� F, �I a U O EXISTING ` �II'~ PROPOSED BUILDING `� GARAGE I L a' a I /p `oS 30,0' �4 -) // :1 C • / ALLEY PROPOSED O / 16' —► FLOOR EXIST. o I Y Pli w ( 40 38,20' 37,00' 7,0' GRADE a 4 XLa EL V 3 \�\ 37A0' 37,00' ? 35' - _- � . ,�. m - - , iQi 139.71 60EXISTING SANITARY SIDE 38,20' EAST BUILDING PROFILE B -B 16' ALLEY PROVIDE ALLEY CLANOUTAAND T SEE EAST BUILDING SCALE 1"=10' BUILDING PROFILE B-B ROW PAVING AND GRADING NOTES : .4.-)N 1. The contractor shall grade the ROW to provide subgrade for road suitable to serve the • l ',1 final grades and typical section established in the plans in accordance with A.P.W.A. P••-I - - - - - __ - - - - - - - - - - - - - - - - Standard Specifications, Division 2. • P• c -x ' x x x X X-- , X X X X % X x x 2. See City of Anacortes Geotech testing requirements for infrastructure improvements. +) ro� \�\ ASPHALT CONSTRUCTION' See Section 5-05 and Section 9 of the 2004 Plans and Specification for Road, Bridge and Municipal Construction. = r•-4 + A. All asphalt to be removed must be saw cut. A jackhammer can be used if a nice even cut is made. Wheel cutting is not an approved method unless approved by the City of Anacortes Engineer in advance, Any deviation from this specification shall be in writing Q•� LOT AREA = 6 C)O Sr \� 48 hours before saw cutting takes place, MAX BUILDING COVERAGE (50X) = 3,000 SF SITE P I_ A \ N- B. Additional asphalt may be required for removal by the City of Anacortes Engineer or Inspector, E STORM DRAIN NOTES : C. All vertical drop-offs within the traveled way will be backfilled each night, BUILDING COVERAGE PA'OPOSED= 2,960 SF SCALE( I"=10' P. Abutting edges and curbs must be thoroughlEnbl eaned Gt C) 1. All corrugated polyethylene pipes (CPEP) shall be smooth interior and manufactured from high-density polyethylene resin, which E. All asphalt edging will be tacked prior to asphalting. r�-4 LANDSCAPING REQUIREMENT (10l0) = 600 SF shall meet or exceed the requirements of type 111, Category 4 or 5, Grade P33 or P34, Class C per ASTM D1248. In addition, F, All asphalt patches must be a smooth trans , No bumps or high/low spots (Section 5-04,3(13)). Surface smoothness maximum the pipe shall comply with oil material and stiffness requirements of AASHTO M294, TYPE S. 1998 S.S. 9-05.20. Polyvinyl Chloride variation In 10-feet parallel to the centerlin 1/8' and transverse 1/4', • --4 0LANDSCAPING PROVIDE = 600 SF GRAPHIC SCALE pipe (PVC) shall conform to the requirements of ASTM D 3034, SDR 35 for pipe up to 15-inch diameter. Use sand impregnated G. Sub grade will be compacted and tested prioo asphalting. ____ ;--a EW PA Ed Af EA SHOWN SHADED 10 0 5 10 20 40collarsatallmanholesonPVCpipe. Bootsare acceptable at manholes (industry standard). Proper alignment needed. H. Aminimumof3 inchclass 'B` asphaltpatche compacted tb 9Ix rice density (Section 5 04,3(10)B), `J ^ I. All final joints and saw cuts to be sealed (Section 5-05,3(8)B) using a hot poured joint sealant (Section 9-04,2(1), A preferredCL) Ct A--�•4 PARKING' REQUIR, DENTS, 2. All concrete storm pipe shall be Plain Concrete Storm Sewer pipe conforming to the requirements of AASHTO M 86, Class 2 and sealant Is AR 4000 conform to the WSDOT specifications section 9-05.7. J, In areas where asphalt has been removed and CDF is in the trench curing, a steelplate is required for cover while it is curing. • r•-4 NEW BUILDING p 9 q ;I-I E 2,96�0 MrWUFAC NG 1. ST L/1000 SF = 5 STALLS ( IN FEET ) Provide asphalt around steel plate to prevent the plate from rattling. The Contractor will be called out at anytime to correct any rattlinc � � 4 1 inch = 10 ft. 3. Footing drains, roof down spouts and curtain drains are to be connected to the storm drainage system or swales as shown on that provides complaints. • ibrg N W PQUIREMENT = 5 STALLS the construction plans. Drainpipe and fittings may be PVC D3034 SDI 35 or equivalent per the requirements of AASHTO M252 for 3 K. On Commercial Avenue where local businesses are affected, no asphalting will happen in the lane of travel. Work will proceed before through 10 diameter. All fittings shall be of like material as pipe furnished by the pipe supplier. All pipes shall be suitable for use as or after business hours. SHEET ND. TOTAk WING PROVIM = 5 STALLS a gravity storm drain conduit. The end of all roof and footing drain stub outs shall be marked Storm Drain on a PVC pipe. The L. On major streets where traffic congestion is a problem, the patch will be protected with a 1/4 inch steel plate until sufficiently marker shall extend a minimum of 36 inches above the ground. The portion above ground shall be labeled with block letters. See cooled. C 1 1 City Standard Detail. Approved for construction subject to the City S T E I WASTE C - E L E C T I _ \ 4. Catch basins shall conform to Type 1, Type IL or Type 11 as defined in said A.P.W.A. Standard Specifications and Standard �, HERR of Anacortes Design Standards, Applicable REV.: - Plans with flat top frame and vaned grates. v Of WA$,y'{/,� Ordinances and Codes as of Date of Approval. JOB NO: 408 SOLID WASTE & RECYCLING WILL BE COLLECTED AT CURB SIDE IN RESIDENTIAL CONTAINERS, 5. The cast iron frame may be placed flange down on adjustment blocks in lieu of precast collar. The installation of catch basins rzi �bo � /i �, ..: I i fi DATE: Sept. 14, 2004 shall include final adjustment as may be required to finish grade. Installation within the paved roadway shall be per City of Anacortes Y� CITY ENGINEER DATE Type I C.B. with 18 barrier curb detail unless specified as a thru-curb inlet. , I �� �G'�� Construction for the approved project is to SCALE: 1 =10 2 807 1 6. Cast iron frame for type Catch Basin shall accommodate a 20-inch x 24-inch grate. All catch basin grates shall be vaned grate. �' GisTEPf-°G\$' start One year of this date. DRAWN: D. HERRIGSTAD SroNA�6N _ ( CHECK: D. HERRIGSTAD 7. Down spout drainage systems and easements will remain private with all operations and maintenance being the responsibility of EXPIRES 6/02/05 Rev , A _ c t o c e r 8 8 C 4 the homeowner and recorded with plat. l 1 1 SHEET_1_OF____