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BLD2019-0854olli rx V, ro> U�y of E DMo4sw� CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 ,°c1 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 08/20/2019 M Permit #: BLD20190854 Expiration Date: 08/20/2020 Project Address: 9304 217TH_PL SW, EDMONDS' Parcel No: 00547600001100 PAIMPEATV OWN-Vt APPLICANT CONTRACTOR ANTONIO RUSSELL TORZILLO ANTONIO RUSSELL TORZILLO ANTONIO RUSSELL TORZILLO 15215 52ND AVE W UNIT B 15215 52ND AVE W UNIT B 15215 52ND AVE W UNIT B EDMONDS, WA 98026 EDMONDS, WA 98026 EDMONDS, WA 98026 (206)234-9108 (206)234-9108 (206)234-9108 LICENSE #: EXP: i 1 ' METAL ARCH POOL COVER no ground disturbance at all VALUATION: $20,000 PERMIT TYPE: Residential PERMIT GROUP: 01 - Accessory Structure GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2015 IRC OTHER: ------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: EXISTING ARE.,% BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 I PO S 11) Aft EA BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 1087 IBEDROOMS: BEDROOMS:0 BATHROOMS:O 0 BATHROOMS:0 RO SETBACK REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. 711S ICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. ` Signature Print Name Date Released By 17 Date ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. = FIRE = APPLICANT = ASSESSOR = CITY STATUS: ISSUED BLD20190854 CONDITIONS • Final approval on a projector final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request far alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance forthis permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • In order to comply with the maximum zoning coverage of 35%, the existing tree house and chicken coop must be removed. Alternatively, other structures may be removed provided structure coverage on the lot does not exceed 35%. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Setbacks • B-Footings • B-Perimeter Anchorage • B-Height Verification • B-Building Final • B-Other • P-Planning Final BUILDING PERMIT Office Use Only APPLICATION Permit#: Development Services lJ��..dd✓✓ Building Division' TYPE OF PERMIT (Provide Details on Page 2) 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: www.edmondswa.gov. PLEASE NOTE: Intake appointments are required for New Single Family Residences, Large Additions, ADU's, New Commercial, and Major Tenant Improvement application submittals. If plans are prepared by a profession- al, electronic files are requested in addition to the hard copies. Please bring electronic files on a flash drive or coordinate for electronic transfer. Please ca11425-771-0220 to schedule an intake appointment! JOB SITE INFORMATION/LOCATION: (Where the work is takingplace)placed) Job Site Address: _2387 Ott T A PL SO Ek-ol °7 0 Parcel: 005y 90000 t/a0 to /Unit/Suite#: �� Subdivision: Prer,Q'Fo-Qs 00 1�0 4 PROPERTY OWNER: 0Q ll �- Name: _ A1'I QIIo Mailing Address: 13a`f City/State/Zip: 01" P -i f w A- �SDa v Phone #: 900;-a 3q-1/0 g Email: "I DI"2;'lo p q/n"r , (oM OWNER INSTALLATION: "If yes, read and sign* Will work be performed by the property owner? yes ❑ No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or ge according to RCW 18.27.090. Owner Signature-, APPLICANT / CONTACT INFORMATION: Name of Applicant: /�A] tn�o ,` Forz. Mailing Address: �^ 13H 212A P- 50 City/State/Zip: F�rtot 5 A)4 1�g02a Phone #:206-23y- tof E-mail: :fRrZ.Ila GENERAL CONTRACTOR: (If different from applicant) General Contractor: Mailing Address: City/State/Zip: Phone #: E-mail: STATE UBI #: CITY OF EDMONDS BUSINESS LICENSE #: WA STATE CONTRACTOR L & I #: (CCB) & EXPIRATION DATE: )� ccessory Structur Detached Garage ❑ Addition ❑ Demolition ❑ Mechanical ❑ New Single Family / Duplex ❑ Plumbing ❑ Fire Sprinkler ❑ Remodel ❑ New Commercial/ Mixed Use ❑ Re -Roof ❑ Signs ❑ Tank ❑ Tenant Improvement ❑ Other i Remodel Permit fees are based on: 1 The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation: V2 C7j `c)oo PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished ❑ Unfinished ❑ 1st Floor, sq it: 2nd Floor, sqft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: 1 6 PROJECTDESCRIPTION me—tAl ct�c� CD✓Q/` �or 2X�S��n I 'PDT Pre-eng;n�t•c1� med�� a��s �1, by Qi dne�' S�"ec r, i i I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. /�/ Print Name: bi l ,),.,, unto lR�/S�/l /V• Z• J`0 Signatur 0 Date o6/?3%i9 COMMERCIALGENERAL DATA Occupancy Group(s): Occupant Load(s): Type(s) of Construction: Fire Sprinklers: Yes ❑ NoZ WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet EQUIPMENTMECHANICAL • • , BTUs Gas / Elec / Other Qty A/C Unit /Compressor Air Handler /VAV Boiler Dryer Duct Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: COUNTSPLUMBING FIXTURE . • . Qty City Clothes Washer Tub/Showers Dishwasher Backflow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater - Tankless? Y or N Hydronic Heat Water Service Line Sinks Other: Toilets Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped BTUs City BTUs Qty A/C Unit Outdoor BBQ/ Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: •COUNTS or re -piped) QtY Qty Carbon. Dioxide Nitrous Oxide Helium Oxygen Medical Air Other: Medical - Surgical Vacuum Other: DEMOLITION Type of structure to be demolished: Square footage of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ Grading: Cut D cubic yards Fill 0 cubic yards Cut / Fill in Critical Area: Yes ❑ Nod? GENERAL PROVISIONS APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. DATE: August 11, 2019 TO: Kernen Lien, Environmental Programs Manager, kernen.lien@edmondswa.gov FROM: Antonio Torzillo, torzillo@gmail.com RE: Plan Check BLD20190854 9304 217" PL SW Pool Cover sa•+ .W canneo I have updated the site plan to include the proposed structure dimensions of 44.2' x 24.25', for a total of 1071.8 square feet. I am also proposing to remove the treehouse and the chicken coop, which together total 144 square feet. With those structures removed, and with the 210 square feet of carport included, the sum total of lot coverage would be 2890.8 square feet, which would make a coverage of 34%, given that only 2944.9 square feet would be allowed according to ECDC 16.20.030. Below is a table that describes how I arrived at the new structural coverage calculations. Square Length Width Feet House 47 25 1175 Storage shed 17 10 170 Storage shed 2 12 10 120 Treehouse 8 8 64 Carport 21 10 210 Chicken coop 16 5 80 Deck 8 18 144 Pool house 44.2 24.25 1071.8 Lot square feet 8414 Existing Lot Coverage 1963 Existing percentage 23% New Lot Coverage 2890.85 Percentage 34% r!OLVEO BY LANNING 11-t`� RESUB AUG 12 2019 BUILDING OF EMNS E- m W DATUM = 97.00' _ GAS - EL 98.00' O 00 • O c� �O• p`1,.00 tL 96.00' I Q EXISTING rr DRIVEWAY 95' 0 1 21.00' MH � p � O �� ,_t � EXISTING SHED 17'X 10' � 0021. 0-) 25.00' z ' Q l..) 25.00' R.OR.O.W.100.00' CL G 93' 0 EL 92.00' 1 o§ I N (Y 100' N 65 0 o IAi 217TH PL SW WATER AS ETER 102' 104 EX1511NG GRAV E��g� a00 00 E I._. 3.a EL 106.8aab I 7T o=�a,. } lb 0 00 OI9 EJ0 1n N 7,50'cr F. et at it 17.00' EXISTI lIJR ROCKTYPICAL __ - o- .. 105' z � c 7.50' O ING 0 o m 0. rCn o `D o m co q v EL 103.00' z } I N \90'00'00" � 85.00' \ NORTH z � SITE ADDRESS: 93' 95' 97' 99' 101' m ANTONIO TORZILLO 9304 217TH PL SW EDMONDS, WASHINGTON 98020 SITE PLAN TAX PARCEL NUMBER: O 00547600001100 SCALE: 1 " = 20' Z LEGAL DESCRIPTION: LOT 11, PREVIEW HOMES WESTGATE VILLAGE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 20 OF PLATS SCANNED PAGE 28, RECORDS OF SNOHOMISH COUNTY, WASHINGTON SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON AUG 20 2019 LOT COVERAGE CALCS (EXISTING) t� TOTAL LOT AREA: 8,414 SF. LOT COVERAGE: 1,963 (23%) LOT COVERAGE CALCS (PROPOSED) TOTAL LOT AREA: 8,414 SF. LOT COVERAGE: 2,890.8 (34%) IMPERVIOUS SURFACE CALCS (EXIST) EXISTING BUILDING ROOF OUTLINE: 1250 S.F. (CONSTR. 1961) EXISTING PATIO: 601 SF. (CONSTR PRIOR TO 1977) EXISTING DRIVEWAYS: 621 SF. (CONSTR PRIOR TO 1981) 00 EXISTING a %(l RESIDENCE N cD 14 r 47'X25' EXISTI G . C 1 0.00' DECK 100.00, 1 EXISTING POOL 52.50' POOLHOUSE 44.2' IXIS SHE �24.25' 2'X 1( 00.00' � I �BSBL N HEIGHT CALCS A=+100' B=+100' C=+100' D=+100' AVG. GRADE = 100.00' ACTUAL — 113 75' MAXIMUM 'Xq,'?604J EXISTING POOL: 572 SF. (CONSTR IN 1981) ZONING: IMPERVIOUS SURFACE CALCS (PROPOSED) EXISTING BUILDING ROOF OUTLINE: 1250 S.F. (CONSTR. 1961) R-8 EXISTING PATIO: 601 SF. � (CONSTR PRIOR TO 1977) EXISTING D PROPO PROPOSED 1tf8Aft ��1UWl§R!ftTJddi)nV NV A8 alonaONd A r/ RESUB. AUG 12 2019 BUILDING DEPARTMENT CITY OF EDMONDS Lom . . . . . . . . . . . . . . . °Dws acs»s. s Oncx anw. nL sveaico'�. pt°�) o o• o/c. t 3 t t. Llr� " 15 GA, SIDES WI NDFRAME mn SCALE J'DOW w. s mxwrs . � _e• o/c • - xo. x ovvs rnwt. cM ,e. w o sw¢ I T/Y A SECTION THRDUCH $IDE WALLS ri SCALE I'm t' 15 GA. TOP 4 BOnOM WINOOW FRAME I/x'cox,xoc .axr SCALE t'=1' P;a e a . n/c c/w ,9• uv s swcE 9 SECTION THROUGH EN WALL$ SCALE 1'�1' Va•.-xloro.Y . r =�evalt >.� .��• r =asxa =l1 FY ae] ,a,O 5RR wise o-r6rtn inns valmrNL<: .lu/.In nA ° m.+.,.,. �._.. n°em°...wv=»•xe».,�:>2,.=.wnxv w� ,...�„°.,w,.. / Lx r] 1 a t/Y IS C DETAIL CONNECTOR UVOUf SCALE 1 =1 GENERAL NOTES MATERIAL NOTES REVISIONS DESIGN NOTES °" c. oGNG II I I I�I' II PIONEER PIONEER BTEEL NUFADTURERS IM, 16/S Matheson BNG. Eost MIE.1E,.99.�nMh9 cenoan uw sPt td0688a+.]22 rx Ee ae rcawemwmnnu. p v°^""'b O1001°0��1tl Nr p c 9ER w s r rr r9 WT rx vcxAxoes Euvpaz/xEwBWi e000us m%1orx _ —;9E..�,1�9,�T.L.x o]a,cmruE u9E enre�xmuulox.n ow rxu vuEr rN A uAm ex nwer x u Ix x ° ru alu aI or rxE A r 9 ros9ox rxEemKrux¢'�'v'voxwxcvovr,.4MOWwvoiwrxpaowsoTxsn rw.v rxosEswu ee °f 0t ww'nT. wlPuum. IT ouio e',v5 iµs�a�ao e E°ww I°NEa.R.alxr]xenM „iu�rxlcaxEse�o°'ixow.ue ° als°�pvuiE�ni]awn ws 9srnNcrul9o9awxlsexssox ax m,sw,.wawcnornu+re wv ru py/AQ•vu+9Nxrorensw rc_, � °� •a•h•%ysyss vwisW+wu.w�° suv9oera°ov,n"ommw aynawrsm..»°o ry°�°v.vrma.i� ' _ o s,«a.,:sxo» ' me `I ° ` Ins na�„°wa,. „ e`�m1'c+wr•a S. MASLAN ohn. R.N.0. BAWVER asru TONY TORZILLO 9304 21 Tlh PLACE SW EDMONDS. WA9S020 ' ore 2A'•1A' ASTRAIGNT PROFILE u1E yr 225.8SB (t) 22S •SB8 (I)� I '^•+•�+�_-__/�'a � � Mitt -I GENERALARRANGEMENT aeu°3N4st'q °r �/2 °� JULV OJ. 2019 _ Copy 11 2019 4 RIJI DING L0 0 101 a 0 II .!• ..o• an• I 0 0 0i 0 0 sr .w TOP VIEW I VERTICAL GUSSET PLATE II A' � sIn) xoies I Tom. rs.ps• ups- I.— lZ2V 12.2V 1225- +apr 1211- r22.- �x nvE xnan TOP NEW vm, 6" pu . tr a.onR aan mb'au.sy' � e°°ecR ri,oMi, w�1v, wssn o,osa• rxronxess uLpi 21 PIONEER S TYP. HOLE LAI CROSS SECTION ARCH INDUSTI2IAL BI SCALE: N.T.S. IDwG. t r�_ r >,.a•.,9..>,�sA�.pR,lr.)e,,.rl....,I f, ARCH PANELBCLTING DETAIL ARC%t PAI t 1. 2LLTitVC% MAIL GENERAL NOTES MATERIAL NOTES REVISIONS DESIGN NOTES °" C. ZONG I' I I I�I' 11 PIONEER PIONEER STEEL MANUFACTURERS LIMITEDtlsMMa��.n�xmwe tOaS Math —I BNd. East MiW9s9upe, Ontao Cana �22lPt rosmwro,.vw Ma v,oxpeR.nx sAxenm.as.n r vgYM1a P°sy ai6 C>pla sO )a )xex,seaxa) mu rxrx _,TIl �esacA<MPM,EE ea, rwarnrn ,rno axus9a PIMPNED ME nuaaswx or'rxce i:Nrlesrxai wA 1wmia��asa,T .csgxo<Aurtecarxvlxexro aEaE as ro xAna .. r x.x.) a N ra m xo a o rrx a W voaeox ♦nE 9rxucsuaE 1gHrWooauvux:°orrwe BNrowc.unrwixo,wMorxea rxrx rxoseirws96 E°� p°u nu xw „Eiga un wr�e� W:E are°.ro oA PROFILE srvscrweovsra,rswea,oemuxnxwsun[xouexrs xa. av°iejus uurr aw sp.s•irswn a�+errves� uuewu, i _ pn errs �% n,... °w� °'°°a.x .. ro•x.9.2).x�a'� ssy, )ew.o:e a i si o,i�a.u•' as:.�jenwsw.a•omnsra oayawro.-mW sw m�•s.,fr a,ranw.vxm.x•s ecxeo nr «3 MASIAN R.N.A. SAMER xeenssw a TONY TORZILLO paoaz,)IhFucesw ED42171h WA ESW saaSTRNGHT 2<'.1f 225-m(2) { axowur vaoree ox¢ 22S 888m GENERAL ARRANGEMENT ease ae. 2r2 JULV pl. 2018 r--....... ..... .... --- !� |! USEDIN EACH ARCH: I STD. ROOF PANELS 120.00 1 SHORT ROOF PANELS 106.12 STRAIGHT PANELS 57.53 NUMBER OF BOLTS 159 PROFILE OF S-MODEL 24-14 ��`�| �' � /1�� |kJ - 1 �T ./`�r`�-�-. .// /`/ ... -- . / / f City of Edmonds Map Title 0 23.51 4/,0 Feet This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, WGS_1984 Web —Mercator —Auxiliary —Sphere �% x, l�rl,v� CG f1/,>, ��Y1 current, or otherwise reliable. © City of Edmonds Y Y (! ►5 THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION Legend ArcSDE.GIS. STREET—CENTER LINE: — <all other values> 5; 4 9;71;7;8 Notes IUL 3 1 - WINDOW LC DETERMNNEI CUSTOMER. WINDOW LOCATION DETERMINED BY CUSTOMER. Ow LOCATION- 1.3/8" 1 7 8I. .. 1 SECTION .(THROUGH SIDE WALLS) DETERMINED BY CUSTOMER. • - - - DOOR LOCATION CUSTOMER. - _ _ - _ n DETERMINED BY SCALE 1.,=1+ CUSTOMER. - - FRONT ELEVATION SIDE ELEVATION . .. F-=-•i \ - .0.066" BASE PLATE 12• WINDOW LOCATION DETERMINED BY APPROVED 12"- CUSTOMER. A 6" REAR ELEVATION C PLANS BE I N JOB SITE i - - - 44'-4 1/2" OUT/OUT CONCRETE .. ... .; .. i .. ...- ao I INDUSTRIAL BASE CONNECTOR CITY OF EDMONDS BUILDING PE P� RT•MENT CHOR BOLT FOUNDATION PLAN WORK PG�I l/e( ; ADDRESS 3 4 ---I CJ m t/z" a—ANcrlog P ;VED BY ANNINGOWNER O� ...... 07/6". NUT - WEDGE AHCHORAPPROVED DATE: ij YE �ti-Ivl BLDG.OFFICIAL: 0 2" WASHER 0 2" WASHER - - - PERMIT NUMEIE� a� - � - N NOTE: MATERIAL 1008 1010 STEEL y^ iz 1j4" 12 1/4" iz 1/4" INSIDE DIAMETER 1/2" (BOLT SIZE) - - - - - - - - OUTSIDE DIAMETER 2" - NOTE:STEPHEN P. MASLAN'S SCOPE OF WORK IS STRUCTURAL ONLY, THIS IS NOTACOMPLETE SETOF CONSTRUCTIONDOCUMENTS. DETAIL (CONNECTOR LAYOUT) - THICKNESS TOLERANCE:.122/.126 - - - -- FINISH: ZINC PLATED - - - - - _ - - SITE. DEMO, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FLOOD PLAIN. GEO-TECHNICAL REPORTS ARE NOT PART OF THIS WORK. _ SCALE 1+,=�� - MATERIAL NOTES REVISIONS DESIGN NOTES DRAWN PIONEER STEEL GENERAL NOTES c.zorvG �', This drawing Is the property of MANUFACTURERS PIONEER. It is loaned - - STEEL: GALVALUME SHEET STEEL, STRUCTURAL QUALITY, ASTM � - - � subject to return ' ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 20'6. WITH A792GRADE50, 50 KSI. MIN.YIELD, 65 KSI. MIN. TENSILE. NO. DATE DESCRIPTION BY APPR. THE STRUCTURE DESIGN IS BASE ON IBC 2016 WITH WA AMENDMENTS: - CHECKED BY r LIMITED on demand. It Is not to be reproduced, WAAMENDMENTS.. METAL THICKNESS OF SIDE WALL AND EAVE PANELS: 0.030" - - - - S. MASLAN � I _. 1 1045 Matheson Blvd. East Copied, or otherwise disposed of, nor to • THE FOUNDATION SHOWN IS A SUGGESTED DESIGN FOR GENERAL GUIDANCE ONLY. CHANGES MAY BE REQUIRED DUE TO L;CAL METAL THICKNESS OF ROOF PANELS:- 0.030" - - - - - � be used for any purpose except as But REGULATIONS, SOIL CONDITIONS OR OTHER FACTORS OVER WHICH PIONEER STEEL HAS NO CONTROL. - A792 GRADE 80, 80 KSI: MIN.YIELD, 82 KSI. MIN. TENSILE. FLOOR LIVE LOAD =100 PSF WIND LOADS MISSISSaU9a, Ontario rovIded b specific agreement. • THE FOUNDATION SHALL BE CONSTRUCTED ON NATURAL UNDISTURBED SOIL CAPABLE OF SUSTAINING 1500 PSF, AND SHALL BE - METAL THICKNESS OF END WALLS: - 0.030" -APPROVED 8Y- P _ y P 9 Design Ultimate Wind Speed MPH PIONEER Canada L4W542 3P1 DESIGNED TO FULLY RESIST ROTATION AT THE BASE OF THE ARCH. - - - BOLTS: 5/16-18 X 3X-, SAE GRADE 2. - - ROOF LIVE LOAD = 20 PSF Risk Category = it - R.N.A. SAWYER COPYRIGHT C PIONEER -" SLAB -ON -GRADE SHALL BE PLACED ON WELL -COMPACTED FILL CAPABLE OF SUSTAINING 1500 PSF WITHOUT SETTLEMENT. - CONCRETE: 3500 PSI AT 28 DAYS CURE. - - - Wind Exposure = C - 1 BOO 66S 5422 - SPECIFIC NOTES AND DETAILS SHOWN ON THIS DRAWING SHALL TAKE PRECEDENCE OVER THE BUILDING ERECTION MANUAL REBAR: DEFORMED BARS, GRADE 60. - - DEAD LOAD -SELF WEIGHT OF BUILDING - ENGINEER'S SEAL I - NAME _ BASE PLATE: A792 GRADE 40,40 KSI. MIN.YIELD, 55 KSI. MIN. TENSILE. Internal Pressure Coefficient 0.18 - _ BUILDING MODEL SUPPLIED. - - METAL THICKNESS OF BASE PLATE: - 0.066" - Comp. & Cladding wind pressure - p. g pr parA5CE7-�. '7 STRAIGHT 24'-14' • STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS.. FAILURE T MAKE SNOW LOAD - " P ` TON I - TO RL I L LO ORDER NO. ADEQUATE PROVISION FOR EXCESSIVE STRESSES OR INSTABILITY OCCURRING FROM WHATEVER CAUSE DURING CONSTRUCTION - - Ground Snow, Pg-25 PSF EARTHOUAICE LOADS -SHALL. BE THE SOLE RISK AND RESPONSIBILITY OF THE ERECTOR. - - - PROFILE SCALE 3!4"=1' - Flat Roof Snow, Pf=0.7*Ce*Ct*Is*Pg=25 PSF Risk Category: D - �k SNr4%,.• 91 9304 217th PLACE SW - 225 - 868 (1) • ALLDIMENSIONS (OTHER THAN PURELY STRUCTURAL DIMENSIONS) SHOWN ON THIS DRAWING SHALL BE VERIFIED BY THE ERECTOR s Roof Slope Factor, Cs-3 Seismic Importance Factor, Ie=1 ,�'` -TAL BEFORE PROCEEDING THE WORK. Slope Roof Snow, Ps=CS*Pf 25 PSF Ss=1.266-SI=0.495 EDMOND$, WA 98020 DWG. NO. • IT IS THE OWNER'S RESPONSIBILITY TO ASCERTAIN THAT THE LOADS AND FACTORS SPECIFIED UNDER "DESIGN NOTES" ARE i I°S1ninil - Design Roof Snow = 25 PSF Assumed Site Class = D - •as \\\!!!!• 225 - 668 (1 ADEQUATE FOR THE INTENDED LOCATION AND OCCUPANCY OF THIS BUILDING, AND THAT NO LOADS OTHER THAN .THOSE SHALL BE -� +v°. 2 a II�II �°J Lnportance Factor, Is =1 _ SW = 0.844 ` SDI = 0.497 I gyp•. ,P 0025917 ;' L i pWG, TITLE - IMPOSE ONTHE STRUCTURE. - - - > I"tl"1 r7e.r) - - Exposure Factor Cc = 1, Partially Exposed - Seismic Design Category-D - d �f 'F�ISTERtem SCALE +_ SHEET unamm+ 8n' ,a `Pil'/ �6� L 3/16 =1=0 I Taa° Thermal Factor, Ct =12; Unheated .f n ARCHI PROFILE - END WALL PROFILE GENERAL ARRANGEMENT DATE 1. / L JULY 03, 2019 RECEIVED JUL 11 2019 . LENGTHS TO FIT BUILDING - 2, 121/4" - - 12 1/4, - --...066" 1.0 PSML MAW-2- - .066" 1.516 PSML-GMAW 1 X P `9/16" /HOLE `9/16" DIA. HOLE 9/16" DIA HOLE) -� TOP VIEW PIQNEER STEEL WELDING DETAIL ARCH INDUSTRIAL BASE PLATE SCALE: T.S. DWG. NO:: IND N.-1 9.875-- .7 " 19.755" ./ 19./D -/5 IV./0 fF.Zo, 1-1. ./cha.ora o o 3/8" x 1.0"' .. - - 9/16" DIA. - '� 4 uil SLOT HOLES .HOLES o a To u T. o n-- B - 1 0 0 0 1 0 12.25" 12.25" 12.25" 12.25" 12.25"' 12.25" 12.25" 12.25" 12.25" 12.25" 122.50" .INDUSTRIAL PLATE ANCHOR WITH h" DIA x. 8" ANCHOR BOLTS OR Fz" 'DIA x 5 X{ WEDGE ANCHORS (LAYOUT AS PER FOUNDATION PLAN DETAIL C) 2y2" 4" 9" CROSS SECTION TOP VIEW H GUSSET 0.066" THICKNESS IV ° THICKNESS PION TYP. -e ARCH PANELS \ 5118."-18x314" SAE GRADE 2 BOLTS l l o �o DOUBLE 9" LAP ARCH PANELS 407 O o o ARCH PANEL CONNECTION DETAM, i ,ARCH PANEL Bg1,,L (� PETAIL - NOTE: STEPHEN P. MASLAN'S SCOPE OF WORK IS STRUCTURAL ONLY, THIS IS NOTA COMPLETE SETOF CONSTRUCTION DOCUMENTS. SITE, DEMO, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FLOOD PLAIN, GEO-TECHNICAL REPORTS ARE NOT PART OFTHIS NARK MATERIAL NOTES REVISIONS DESIGN NOTES DRAWN PIONEER STEEL GENERAL NOTES C. zoNc This drawing is the property of MANUFACTURERS PIONEER. It is loaned subject ' - STEEL: GALVALUME SHEET STEEL, STRUCTURAL QUALITY. ASTM - � - - - to return • ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2015 WITH A792 GRADE 50, 50 KSI. MINNIELD, 65 KSI. MIN. TENSILE. NO. DATE DESCRIPTION - BY APPR. THE STRUCTURE DESIGN IS BASE ON IBC 2015 WITH WA AMENDMENTS: - - CHECKED. BY LIMITED on demand. It is not to be reproduced, WAAMENDMENTS. - - - - - METAL THICKNESS OF SIDE WALL AND EAVE PANELS: 0.030+ - I I f ', ' 1045 Matheson Blvd East copied, or otherwise disposed of, nor to S. MASLAN •THE FOUNDATION SHOWN IS A SUGGESTED DESIGN FOR GENERAL GUIDANCE ONLY: CHANGES MAY BE REQUIRED DUE TO LOCAL - METAL THICKNESS OF ROOF PANELS: 0.030" - - - � I I be used for any purpose except as BUILDING REGULATIONS, SOIL CONDITIONS OR OTHER FACTORS OVER WHICH PIONEER STEEL HAS NO CONTROL. - A792 GRADE 80, 80 KSI. MIN.YIELD, 82 KSI. MIN. TENSILE. - FLOOR LIVE LOAD =100 PSF WIND LOADS - APPROVED BY - Mississauga, Ontario provided by specific agreement. ` THE FOUNDATION SHALL BE CONSTRUCTED ON NATURAL UNDISTURBED SOIL CAPABLE OF SUSTAINING 1600 PSF, AND SHALL BE METAL THICKNESS OF END WALLS: 0.03w, _ 'Design Ultimate Wind Speed =115 MPH Canada 14W 3P1 DESIGNED TO FULLY. RESIST ROTATION AT THE BASE OF THE ARCH. - BOLTS: 5/16-18X3/4',SAE GRADE 2. - - .. ROOF LIVE LOAD PSF Risk Category=il R.N.A. SAWYER PIONEER COPYRIGHT C PIONEER '.SLAB -ON -GRADE SHALL BE PLACED ON WELL -COMPACTED FILL CAPABLE OF SUSTAINING 1600 PSF WITHOUT SETTLEMENT. CONCRETE: 3500 PSI AT 28 DAYS CURE. - - - Wind Exposure = C - 1-60O-66H-54ZZ • SPECIFIC NOTES AND DETAILS SHOWN ON THIS DRAWING SHALL TAKE PRECEDENCE OVER THE BUILDING ERECTION MANUAL REBAR: DEFORMED BARS, GRADE 60. DEAD LOAD= SELF WEIGHTOF BUILDING - ENGINE 'S S NAME BUILDING MODEL SUPPLIED. - BASE PLATE: A792 GRADE 40,40 KSI. MIN.YIELD, 55 KSL MIN. TENSILE. Internal Pressure Coefficient = r 0per - • STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS. FAILURE TO MAKE' METAL THICKNESS OF BASE PLATE: - 0.066" SNOW LOAD Comp._ &Cladding wind pressure per ASCE 7-30 STRAIGHT Z4'-14' ADEQUATE PROVISION FOR EXCESSIVE STRESSES OR INSTABILITY: OCCURRING FROM WHATEVER CAUSE DURING CONSTROCTION - - Ground Snow, Pg=25 PSF - EARTTI0UAI0T LOADS r,•w:ig'y` s+11 TO' `.i TO' `ZI LLO ORDER NO. SHALL BE THE SOLE RISK AND RESPONSIBILITY OF THE ERECTOR. - PROFILE SCALE 31W' 1' Flat Roof Snow, Pf=0.7*Ce*Ct*Is*Pg=25 PSF Risk Category;11 - �;� O' 9304 217th PLACE SW 225 - 88$_(2), •ALL DIMENSIONS (OTHER THAN PURELY STRUCTURAL DIMENSIONS) SHOWN ON THIS DRAWING SHALL BE VERIFIED BY THE ERECTOR z. RoofSIope Factm Cs=1 - Seismic Importance Factor, IS 1 y y,? L{' , q: � ` BEFORE PROCEEDING WITH THE WORK. - - —irs- .. lasrs^ _ Slope Roofs now, Ps=Cs*Pf=25 PSF Ss=1.266 81=8.495 EDMONDS, WA 9$020 DWG. NO. '. IT IS THE OWNER'S RESPONSIBILITY TO ASCERTAIN THAT THE LOADS AND FACTORS SPECIFIED UNDER "DESIGN NOTES" ARE - sm,�a.4 Isme1 z Design Roof Snow=25PSF Assumed Site Class =D - OA; �4qf - - 225-88$(2) ADEQUATE FORTH INTENDED LOCATION AND OCCUPANCY OF THIS BUILDING, AND THAT NO LOADS OTHER THAN THOSE SHALL BE -I 1—. Importance Factor, Is =1 SDs = 0.844 SDI = 0.497 ,O �O••.90025917 V bDWG. TITLE - SCALE SHEET IMPOSE ON THE STRUCTURE. _ 11 I � � I laiiiiamm7 - - Exposure Factor Ce=l, Partially Exposed Seismic Desi Cate o D , •^ FGr51Eii? - ' � Thermal Facto, Ct=1.2, Unheated �. Category Bq `'e'� ol96 ��w'°' 3/16.=V-0" p/ &� ARCH PROFILE END WALL PROFILE - - - - _ - - ��/1;SI GE N E RAL ARRANGEMENT D^T�ULY03, ZU•1 -, 1'7a�' JUL 1.1 Z1119 1 ,0), . BUILDING