Loading...
HomeMy WebLinkAbout18308 35th Ave Ne_BLD5770_2026 1 RE-ROOF PERMIT APPLICATION Community and Economic Development ` City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Type of Permit: A Commercial ❑ Residential Property Address: S V*-0y /:?r j2yeV Suite/Unit Number: Lot#: Parcel ID No.: 3'Lo bl 6 w 2,zeo Project Valuation: pe> Project Scope of Work: %-J Primary Contact: ❑ Owner Applicant ❑ Contractor �f Owner Name: Sl�lLt,f Go&rd*vl, Office No.: p, Email Address: PA i ST���G t� �,e,oj Cell No.: Mailing Address: B s' p City: State: %-LJA' Zi .CJQjZZ Applicant Name: G Jyy jM AXLZ44A A�?4�rffe4jr Office No.: Email Address: vCR �y�/1�/�fE �DlL1 Cell No.:,f L S Mailing Address: 27�W!'t 1 T/WA*-' 12.jJ Ci N T State: WA Zip:1 ZZ 3 Contractor Name: Office No.: 5D°f• 79 • elf lU Email Address: CV*ALC> LM*&,,CtW Cell No.: 601, #YZ• q31719 Mailing Address: W $;r MI' City: /40.rt�S G, State: " Zip: T,$,6,37 L&I Contractor License Number: p 16 Expiration Date: 7-• I&- ?.cP?_t4 Type of Roofing Material: jJN�r_G`r Replacing existing sheathing: ❑Yes ❑No Number of Existing Layers: t7Np, Installation over existing material: ❑Yes ❑No Roof tear off: Yes ❑No Class of Roofing: ;KA—Highest Fire Rating ❑B—Moderate Fire Rating ❑C—Light Fire Rating -------------------------- ------------------------------------—--------------------------------------------------------------------- ------------------------------------------- Class Examples: Concrete,Clay,Roof Tiles,Fiberglass Pressured Treated Shakes and Untreated Wood Shakes and Asphalt Composition Shingles,Metal Roofs Shingles Shingles,Plywood,Particleboard The following is required for NON-RESIDENTIAL BUILDINGS Provide 2 copies of the installation specifications and U.L.listed roof assembly. Existing Roof Structure: Wea P> 70"r4SC P11; Existing Roof Material: Building Occupancy: ❑Office/Professional Services ❑Industrial ❑Restaurant IN Other: ❑ Educational Facility ❑Retail ❑ Religious Facility 1 hereby certify that 1 am the ❑ Owner, Applicant, ElContractor, and authorized to sign this application and that the above information is correct and construc ion on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington. The applicant will be responsible for providing a method of safely accessing roof for inspection. A final inspection and approval shall be obtained when t re- o mg is complete. ture Kint Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV01.2022 T T T � I Try J J i J J J ,4 J 1 11, rx uEb Phil deCsi g re )ItIi - - ARCHITENCTURE 1 1 J J xjx F P.S. 414 arlingt°n wa 96223 mnaketcom t:3114311113 f 360435.2205 0 2012 minakex amhitecWu k p.a. ik PL015'I8R8� � .a ` ®Q�y,u ° � � • 4 �a °a�a°° � • ll ARCWIFGT y a��a.aP _ T ' II i ORCGORYAIANAI�A � amo�i uunn TfA18 OF WASFIINGMN oil wPONr J(J rl 10 T i 84—sts4FT. 1 P,IRDSEYE VIEW OF 1'li0dECT ROOF SITE PLAIT r �, O 50' rJ0' "'O� 1 1 rr FOR r � 16- � 186th PI NE PROJECT TEAM CRITERIA r" 7 , , AMN OWJERU 6TILLACUAMI5H 55NIOR CENTER00 m ARGttlTEGT; 18306 SMOKEY POINT 5LVD �J ARLN6TON,WA5HN&TON 98223 r z MlWtK R ARGHFI1,GTURE,P.6. P.O.SOX 464 TAx No- 32Os1Do2oz2oo 9The Stillaguamish ARUNOTON, WASHINGTOM5223 SeniorCenter ° PH.(360) 435 1113 ^ FORLEGAL DE5GREGONL• SEC N TWP 32 ROE 08 TR S*OF SURVEY REG AUD FILE 1 © NO.7705030302 VOLS OF SURVEYS PG 52 LE55 5/HY a PER WD t7l3/845 AUD'5 FILE NO.8106I70116 x 1 b" Allik �7 iil nd SINE LOT AREA• 90 ACR55(APPROX.393,742.00 5.F) 000 sew :arroll's Creek f) s .00 3 Townhomes a'h m s, ZONINC7- RHD-11I6H DENSITY RESIDENTIAL r k a "q, OCCUPANCY r� A-3-ASSEMBLY GRDUP 18UIh St NE USE: MEN L WOMENS TOILET ROOM 174th PI NE T 1 T l J g 17%h51NE IV1)R.1111I (� I\l)L+X 51,1ILDIN6 AREA. 553 5O FT TOILET ROOM iMPROVEMENT E64 ~ TOTEM PARK A1.0 COVER SHEET/SITE PLAN ONO ES A20E DEMOLITIONPLLAN i~ 0 - InthPINE A2J ROOF PLAN 7nm PINE L i RO m Lx 7�71h PI NE A2.2 ROOF DETAILS r T� b I ONO 1761h PI NE 1761h PI NE A3.1 PHOTOS OF EXISTING BUILDING r i r l ANK -` Q 1751h PI1A �l NE4i5'dAv nSih PI NE CODES c DFJSIGIT CRITERIA ^ NO. DATE DE6GRPTION r a. 174th PI NE ry Q Q DICK'S Sporting Goods """""r AW 1.THE FOLLOWING CODES AND GLA55FIGATION6 ARE APPLICABLE TO ROW r ®Best Western Plus THIS PROJECT AND ARE TO BE ENFORCED,THE BUILDING 15 DESIGNED 00 p sa, Arlington/Marysville WITH PRESCRIPTIVE PROVI51ON5 AND CONSTRUCTION TECHNIGUES. McDonald's© 200 INTERNATIONAL RESIDENTIAL CODElow vOutback Steakhouse °.,0 200 WA5HN6TON STATE ENERGY GORE AND VENTLATON GODS Washington State 4 Five Guys V2nd St NE © 5" Department of Licensing ~ sGocgle Safeway® e 9 �1�aiifioln 1A7i1r1\A/inns '� ��R����� ".XVCT ARGNTEGT AM 6RE60RY r VICIITITY IiAP 6REV'Y A I •Ll MOGICTTNO. AIN 5 � DATE I� ABBREVIATIONS GENERAL CONSTRUCTION NOTES ANGLE SS STAINLESS STEEL I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS N THE FIELD. ANY Hor APPROX APPROXIMATELY 55D SEE STRUCTURAL DRAWINGS I.VERIFY AND COORDINATE:51TE CONDITIONS,EXI5TING VARIATIONS FROM THE DRAWIN65 5HALL BE BROUGHT TO THE CENTER LINE STD STANDARD bUILDING CONDITIONS,AND DIMENSIONS.BRING ATTENTION OF THE ARCHITECT OR ENGINEER. WRITTEN DIMENSIONS DEGREE STL STEEL NGON515TENGIES TO THE ATTENTION OF ARGHITEGT AND NOTES TAKE PRECEDENCE OVER DRAWW65. DIMENSIONS FOR PROCEEDING WITH WORK. : PLUS OR MINUS STRUC STRUCTURAL GNEN ARE TO FADE OF EXTERIOR SHEATHING,FACE OF STUD AND architecture POUND or NUMBER 5T5 SELF TAPPNG SCREW CENTER OF OPENNG,U.C.N..r PROPERTY LINE 5V SHEET VINL7 2.IMMEDIATELY BRING INCONSISTENCIES,ERRORS AND urban design AB ANCHOR BOLT (T) TEMPERED OMISSIONS FOUND N THE DRAWIN65 AND SPEGFIGATIONS 2, STORE MATERIALS IN AN AREA APPROVED BY OWNER,PROTECT planning ABV ABOVE Tf;G TONGUE$GROOVE TO THE ATTENTION OF ARCHITECT. FROM WEATHER DURING CONSTRUCTION. ACOuS ACOUSTIC TBD TO BE DETERMINED 3.DO NOT SCALE DRAWINGS.COORDINATE DIMENSIONS 3. ADEQUATE SHORNG AND BRACNG OF ALL STRUCTURAL MEMBERS T,{7�7^T��7� ACT ACOUSTIC CEILING TILE TO TOP OF SHOWN ON DRAWING5 WITH ACTUAL FIELD MEASUREMENTS. DURING CONSTRUCTION SHAD,BE PROVIDED. ANY PROPOSED 1V1TIN n 1 R AFF ABOVE FINISH FLOOR TOG TOP OF CONCRETE NOTIFY ARCHITECT OF DISCREPANCIES. FIELD CHANGES TO HAVE THE PRIOR APPROVAL OF THE ENGINEER. ARCHITECTURE ALUM ALUMINUM TOR TOP OF ROOF ARCH ARCHITECTURAL T06 TOP OF SLAB/STEEL 4.ALL DIMENSIONS ARE TO FACE INSTEAD,THEY SAID 4. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO P.S. AWN AWNING TOW TOP OF WALL CONCRETE AND MARBLE FACE OF MASONRY AND GENTERLNE PROVIDE CONSTRUCTION REVIEW SERVICES RELATED TO THE BD BOARD TP TOP PLATE FRAMING AND COLUMNS UNLE55 OTHERWISE NOTED, CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS,METHODS, BE or BIF BIPOLD TS TUBE STEEL TECHNIQUES,5EQUENGES OR PROCEDURES FOR THE CONTRACTOR p.o.box 464 &AG BUILDING TYP TYPICAL 5.WORK GONSULTANT COMP LIED WITH CONSTRUCTION To PERFORM HIS WORK THE UNDERTAKING OF PERIODIC SITE srIiiigon'wa 98223 BLKG BLOCKING UON UNLE55 OTHERWISE NOTED DOCUMENTS WILL BE CONSIDERED IF NOT CONFORM SHALL VSITS BY THE ARGHITEGT 5HALL NOT BE CONSTRUED AS www muakeecom BLW BELOW VERT VERTICAL BE CORRECTED AT NO EXPENSE TO THE OWNER OR ARCHITECT. SUPERVISION OF ACTUAL CONSTRUCTION. THE ARGHITEGT 15 NOT e360.435.1113 BM BEAM VIP VERIFY IN FIELD REOPON5BLE FOR PROVDING A SAFE PLACE FOR THE [:360.435.2205 BTM or DOT BOTTOM W WIDTH or WIDE 6.COORDINATE WORK TO COMPLY WITH DRAWINGS AND PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, 0 2012 &.ka erfiirecnuc,p., BUR BUILT-UP ROOFNG W/ WITH SPECIFICATIONS,NCWDING MECHANICAL,ELECTRICAL, SUPPLIERS OR THE THEIR EMPLOYEE5;OR FOR ACCESS,VI5IT5, GLG GEILING WAIN WITHINEQUPMENT AND OTHER CONSTRUCTION. TRAVEL,OR OCCUPANCY BY ANY PERSON. CUR CLEAR WD WOOD 7- necrsrexe� CMu CONCRETE MASONRY UNIT VVT WEIGHT 7.FOLLOW MANUFACTURER'S INSTRUCTIONS,EXCEPT WHERE 5. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE nxcrarecr COL COLUMN MORE STRNGENT REQUIREMENTS ARE INDICATED OR REQUIRED CONSTRUCTION OF THE PROPOSED BUILDNG AT STU,ASILW ARI SMI COMP COMPOSITE BY CONSTRUCTION DOCUMENTS ARE CENTER,ARIAWTON,WAS"TQN THESE DRAWW65 SHALL NOT BE CONIC CONCRETE AGGEPTABLE GODE5,ORDINANG55 AND REGULATIONS. USED IN WHOLE OR IN PART,FOR FABRICATION OR CONSTRUCTION, CONT CONTINUOUS AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE caarconvaanwnr.Ex CS or GM CASEMENT 8.PROVIDE AND N5TAL,SOLD FRT WOOD BLOCKING OR ARCHITECT. sTaTe oP wnsrnHGroa CPT CARPET BACKING FOR ALL WALL,AND CEILNG COUNTED ITEMS. D DEPTH or DEEP b. THE ARCHITECT HAS USED THAT DEGREE OF GARS AND SKILL,LE `� 9.PROVIDE INTERMEDIATE BROAD AND SHELF SUPPORTS ORDINARILY EXERCISED UNDER SIMILAR G4RGUM5TANGES BY DEL DOUB DEMO DEMOLISH WARRANTY,1 MBOLS OR 5PAN5 EXCEEDING 36 INCHES. MEMBER5 OF THE PROFESSION IN THIS LOCALE.AND NO OTHER WARRANTY,SITHUR UXPRESSED OR IMPLED,IS MADE N DET DETAIL 10.INSTALL OUTLETS,SWITCHES AND OTHER RE0E55E0 CONNECTION WITH RENDERING OF PRCFESSICNAL SRVC5S. DH DOUBLE HUNG ITEMS AT HIGHER-RATED WALLS N ACCORDANCE WITH I.B.C. DIM DIMENSION PRoaecr noRrn 7. SUBMIT TO THE GENERAL GONTRAGTOR,AT HIS IPSGRETION,2 SET5 05 DOWNSPOUT I.INSTALLED GYPSUM BOARD,OR OTHER SHEATHING OR OF PRINTS FOR REVIEW PRIOR TO FABRICATION FOR:REINFORGIN6 DWG DRAWING NORTH ARROW COLUMN GRID A BACKING AS SCHEDULED OR INDICATED,ON BOTH SIDES WALL STEEL,STRUCTURAL STEEL,MISCELLANEOUS STEEL,6W-LAMINATED (5)or EXIST EXISTING FRAMING INTERRUPTED FROM FLOOR TO UNDERSIDE OF THE ROOF BEAMS AND TRUSSES. EA EACH DECK,UNLESS OTHERWISE NOTED ECB ER05CN CONTROL BARRIER kw ELEC ELECTRICAL IR-NI 1111 12.ATTAGHED F SOUND RATED WALLS WITH MIGRATION ENG ENGINEER(NG) 1 INSULATORS.ISOLATE PIPING IN CONTACT WITH CONSTRUCTION. 140 OkiEQ EGUAL ELEVATYCN TAG A41 SEGTION GUT A4I EXT EXTERIOR enEer Nuweex 13.MOUNT ELECTRICAL WIRING DEVICES AND MECHANICAL owl FAU FORGED AIR UNIT TEMPERATURE SENSORS AND HEIGHTS PER SPECIFICATIONS. `o PP FLOOR DRAIN __ VERIFY SWITCH,OUTLET AND OTHER DEVICE TYPES TO FDN FOUNDATION I CLEARCA5E WORK,AND OTHER WALL-MOUNTED ITEMS, y� DETAIL TAGS INCLUDING BAGK5PLA5H 15. FE FIRE EXTINGUISHER 4. A4.1 A4.1 �` FF FINISH FLOOR A.ISOLATE AND ON-SITE OUTLETS WANTS TO SPACE MINIMUM FG FINISH GRADE __J AT SOUND RATED WALLS SOUND TRANSMISSION. FHWS FLAT HEAD WOOD SCREW FIN FINISH 15.COORDINATE SIZES AND LOCATIONS OF OPENINGS IN R03'5 1� PC FACE OF REVrICN DATUM POINT �0-0" FOR MECHANICAL ELECTRICAL AND OTHER EQUIPMENT WHICH FOG FACE OF CONCRETE/COLUMN F.G. RELATED SUBCONTRACTORS,AND CHOP DRAWING-,APPROVED BY 001 ARCHITECT,FOR PROCEEDING WITH THE WORK. FOP FAGS OF FRAMNG/FINSH �r FOS FACE F SDTRUOGTyURE STUD/5TEED BY CONTRACTOR DOOR TAG O WNDOW TAG O QU�MEN RIFY5PAD5,IZES DRB5G BA5E5,ATIONS�OWER,W ER AND DRANF:MECHANICAL K ^^ FT FOOT OR FEET INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE ^ ^ K FTG FOOTING PROCEEDING WITH THE WORK.PROVIDE AND INSTALL SEISMIC r FX FIXED 35LA55 BRACING AND FASCINATING IN ACCORDANCE WITH CODE GA GAUGE AABBREVIATEDI ALTERNATE� REQUIREMENTS EVEN F NOT SPECIFICALLY SHOWN ON DRAWING5. GAIN GALVANIZED DOOR TAG WNDOW TAG N,zo rz GLB GLULAM BEAM Y.GOORDNATE EXACT LOCATION CONDUIT PWMBING AND ICI u GSM GALVANIZED SHEET METAL D�R^DiX.mR `, woow worn. PIPE THE WITH ELECTRICAL AND MECHANICAL SUBCONTRACTORS. GMB GYPSUM WALLBOARD IN-Tr�riwr n�onr�w wcnes� r, V� GYP GYPSUM �uarem r 18.EXIT DOORS OPERABLE FROM INSIDE BUILDING WITHOUT FOR HG HOLLOW GORE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. HDR HEADER WALL TYPE � KE7NCTE O3 N.EXIT SIGNED LETTERS 6 HIGH LETTER5 MINIMUM.ANY `� V� r HH5 HEX HEAD SCREW HM HOLLOW METAL FORM WITH APPLICABLE CODES. ^r' 1 H HORHORIZONTAL.VAC HEATING/VENTILATION/AR GONDITIONWG 20.OFFSET AND ADJUST FRAMING TO MAKE FINISH SURFACES D W INSIDE DIAMETER F5H AND TRUE TO LNE. ID r 1 IN INCH(E5) r 1 21.PROVIDE GAWANIG ISOLATION BETWEEN DI551MILAR METAL ^J NSA, INSULATION ^ r r INT INTERIOR 22.FIRE EXTINGUISHER CABINETS,EXIT SIGNS,FIRE ALARM ✓ L LENGTH or LONG AND FIRE PROTECTION SYSTEM COMPONENTS SMALL BE LOCATED ^ r LAV LAVATORY LWEAL FOOT LF N ORBIT 5NCHOMI5H COUNTY FIRE DEPARTMENT AND OTHER ` REGULATORY REQUIREMENTS. LPG LMIP PROPANE 6A5 ` u LVL LAMINATED VENEER LUMBER 23.PROVIDE AND INSTALL FIRE RESISTANT JOINT SYSTEMS, MAX MAXIMUM WIRE BLOCKS,DRAFT STOPS AND FIRE STOPPED SYSTEMS IN MB MACHINE BOLT ACCORDANCE WITH IBC CHAPTER 7. MECH MECHANICAL ✓ ^ r/ MFR MANUFACTURER 24.OR DEMOLfTON,SALVAGE AND RECYGLNG OF BUILDNG r MIN MINIMUM MATERIALS,REFER TO THE SPEC 5ECTION 017419 AND 24100. MIR MIRRORED ~ r K MSG MISCELLANEOUS �J '-w MOD MODULAR MTD MOUNTED MTL METAL VI `,1 1,^ NEW � I� � \/N& � NG NATURAL 6A5 NO NOT N CONTRACT u `° NOS NOMINAL PER NT5 NOT TO SCALE DA O yy r OG ONN C CENTER r v^ S OD OUTSIDE D HAND � OPH or OPP OPPOSITE HAND � r m PH PANIC ORIENTED STRAND BOARD IARDWARE Now OPLI PLATE lob, 1 :! PLAM PLASTIC LAMINATE me PLWD or PLYWD PLYWOOD REVISIONS J PR PAIR NO. DATE DESGKFTION ESP POUNDS PER SQUARE FOOT €i PT PRESSURE(PRESERVATIVE)TREATED (R) RELOCATED REINF REINPORCED(NG) RET RETAINING RHWS ROUND HEAD WOOD SCREW g RM ROOM r 7 RO ROUGH OPENING RWI, RAINWATER LEADER 5C 50LID GORE SCD 5EE CIVIL DRAWINGS SCH SCHEDULE SD SMOKE DETECTOR SECT SECTION ,�, GENERAL NOTES �14 5ED SEE ELECTRICAL DRAWIN65 1 5F SQUARE FEET SH SINGLE HUNG PROJECT ARGHITEGT 5HT 5HEET f OREGORY 5L SUD RR 5MD SEE MECHANICAL DRAWL DRAWN BY A 'Al!9 5M5 5HEET METAL SCREW 0 GREGORY /_ 5PD SEE PLUMBING DRAWING5 r 1 1 • SPEC SPECFICATIONS 8 r/1 FRO7E0T NO. VI 19-114 DATE ,,,� oq-of-zozs —hitea-e urban design plan—g MINAKER ARCHITECTURE P.S. p.b-464 arlingmn,—98223 minakex.w e 360.435.1113 f 360.435.2205 \ ®2012 ,i-k,astiirecnue,1— ���.,� ]14A REGISTERED '1� �, / GAEGORY A.bl6�AKEA r _ STATE ASF9JGTON �FF p _� r" pit I .. �e `OF fit. _ I - loII ' q - - -- - - - T LAST ELEVATION FRONT ENTRY ^ R SOU 1 I-I LLL�j A 1T IO\ 1 _ �- � ONO T � ,low ,.., '.0w. ^ f W ^ � W -000, 60 00 T �•�. REVI510N5 NO. DATE DE5GRRPTION r g r� 60 - f EXISTING 5UILDINO PHOTOGRAPHS PROTECT ARCHITECT maw OR50ORY A s � G�EGORY 1� �• �� AVEST ELEVATION BACh OF BUILDING \TO R TII AItEA ✓% �R-`ii4N' DATE �,�., O`1-0I-2023 Roo RNO WORK AY DEMOLITION NOTES: IN THIS AREA .-hi eotu- IL. ITEMS DESIGNATED TO BE REMOVED 5HALL BE urban design REMOVED IN THEIR ENTIRETY INCLUDING AGGE550RIE5, Planning HARDWARE AND ATTACHMENTS. MINAKER TOSREA PINUTTER SLOPE TOSREMAINUTTER (E)EAVE L. ITEMS NOT DESIGNATED TO BE REMOVED 5HALL BE ARCHITECTURE PROTECTED FROM DAMAGE DIRT AND OTHER EFFECTS P.S. OF DEMOLITION AND CONSTRUCTION. p-box 464 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T lI AREA5OFDEOLTIONARETOBE LEFT FREEOff 98223 MATERIAL AND DEBRIS IN �k5.� yLOPE f:360.435.2205 1 L� PREPARATION FOR NEW CONSTRUCTION. ®2012 &,ka dri[e n e,ps tiAt N. DIMEN5101\15 ON DEMO DRAWINGS ARE TO THE FAGS OF FINISH (FOF) UNLE55 NOTED OTHERW65. O VERIFY ON-SITE PRIOR TO START OF WORK. 1 TSLOPE SLOPE I 1 O O� a SLOPE -� O• ALL EXISTING ROOF TOP EQUIPMENT 15 TO REMAIN UNLE55 tea,°°RYa�HAR OTHERWISE NOTED 1 .—SLOPE (E)PLUMBING VENTS 1 p p (E)EAVE I I (E)GUTTER 1 ❑ (E)AIR VENT TYP. I I 1E—(E) EAVE `LOPE 1 SLOPE--� 10.1�077 FL T R OP TSLOPE TSLOPE 1 ME IN IAL �1 (E)EAVE 1.0�� <--5LOPE WEL 1 1 p NO RK o THI5 AREA I�(E)EAVE C/ ❑ TSLOPE, r �` 1 JLgt EXI5TIN6 RIDGE 1 EXI5TING RIDGE ^� 1 MAIN ENTRY ^ ^ K (E)AIR VE P. r� 1 yLOPE 5LOPE 5LOPE �5LOPE 1 SLOPE C y y ~ r_ 7 ?Mk., 1 1 O - lgmw 1 SLOPE � ,, ICI 1 � � r 1 P F SLOPE 1 j (E)EAVE J (E)AIR VENT TYP. ►. ICI � e I � e I I ❑ I � r, � — — — — — — — — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � r 1 ^ F r 1 EXI57ING GUTTER , ^JJ EXISTING GUTTER EXISTING EXISTING BI,DG "I FIRE PLACE FLU EXTERIOR WALL DL+IIOLIrITION hOOh PLAN o 2' 4• K I 60ALE:I/8" I'-O" OR F-- �� 1 , J� s r g Now s ,� REVISIONS J NO. DATE DESORPTION DEMOUTION PLAN 1 � PROJECT ARCHITECT s dSk GREGORY rr GREGORY /� ■ r� 1 �•` nPER 8 r/1 PROaEGT NO. VI 19-114 DATE ,, oq-Ol-zOzs GOVERED WALKWAY ROOF NO WORK IN TH15 AREA —hit-tu- urban design planning 2 R3.1 MINAKER EXISTING GUTTER SLOPE EXISTING GUTTER ARCHITECTURE TO REMAIN TO REMAIN (E)EAVE 1 L P.S. -------- 1\Tl�r�,�{�. p-box464 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —A— — — — — — — — JI. azlinwgton�m'z a 98223 k—,— t 360.435.1113 SLOPE f:360.435.2205 ard�i[ecnue, THIS DRAWING 6 DIAGRAMMATIC NATURE. IT'S INFORMATION 602012 minalca p.s. tiq 3 y PROVIDE TO DE5GRIBED GENERAL LOCATIONS,A5PEGT5 AND R3.1C/ „- REGISTERED 1 `may I �i• AREAS OF THE EXISTING BUILDING ELEMENTS. B z O R 15 5 ht RE G z EXISTING CONDITIONS, DIMEN510N5, MATERIALS R3.1 SLOPE T E R ED O 5 ATA 5 EF SLOPE R3.1 AND QUANTITIES MUST BE VERIFIED BY THE O �e SLOPE--� CONTRACTOR. GREG°RYa�EH^DER sTwrE of wnsrnHGrorJ 1 �� THE CONTRACTOR 15 TO MAINTAIN BUILDING IN A WEATHER-TIGHT SLOPE (e) o M x 6 S OT I ��• CONDITION AGAINST INCLEMENT WEATHER AT ALL TIMES. p p RE -1 v (5)EAVE F I I YP L 1 ( DRAWIN65 ARE BASED UPON PARTIAL BUILDING PLANS (E)GUTTER (5)AIR VENT TYP. lJ. PROVIDED BY OWNER AND UPON FIELD OBSERVATION. � i I ❑ THE GENERAL CONTRACTOR 5HALL FIELD VERIFY ALL DIMEN5101\15 1 AND CONDITIONS PRIOR TO THE INSTALLATION OF THE NEW I l � LO (5)EAVE LOPe SPE --� ��'VALLEY REPLACE ALL ROOFING 5Y5TEM. NOTIFY THE ARCHITECT OF ANY I W/24"BAKED ENAMEL D15CREPANC55 PRIOR TO PROCEEDING. I F T JoF SLOPE 5 26 GAUGE MTI.VALLEY,? F IAL (E)EAVE 1 PLACEMENT OF THE NEW ROOFING 5Y5TEM. THE OWNER I5 TO r1 <-SLOPE WEo E. HAVE COMPLETE USE OF THE FACILITIES EXCEPT FOR UMITEDI c NO AREAS AT UMITED PERIODS OF TIME. I G THIS)kAREA i�(E)EAVE __ 1(, THE BUILDING 15 TO BE OCCUPIED DURING DEMOLITION AND PERi i F. INSTALLATION OF NEW ROOFING. r I �c�jy I R3.1 10481.75 5Q.FT. SLOPE � L ElSLOPE 1 , ITEM5 DESIGNATED TO BE REMOVED 5HALL BE NEW RIDGE NEW RIDGE R3.1 r q� ' ("• REMOVED IN THEIR ENTIRETY INCLUDING ACCE55IE5 0R , �r MAIN ENTRY HARDWARE AND ATTACHMENTS. ^^ SLOPE (E)AIR VE CONTRACTOR 15 TO VERIFY ALL EXISTING SLOPES PRIOR TO GONSTRUGTI0 r 1 ili 1 ISLOPE ISLOPE SLOPE I I51,OPE; H. r � R3.1 G r ITEM5 NOT DESIGNATED TO BE REMOVED 5HALL BE I&I � r� I NEW RIDGE 1 O - I, PROTECTED FROM DAMAGE DIRT AND OTHER EFFECT5 ^ r OF DEMOLITION AND CONSTRUCTION. 00 SLOPE SLOPE --� DIMENSIONS ON DRAWINGS ARE TO THE FACE ` "mN J� E SLOPE �J, OF FINISH (FOF) UNLE55 NOTED OTHERWISE. ^� 1 JP X3"26 GAUGE BAKE ENAMEL 2 (E)AIR VENT TYP. (5)EAVE VERIFY ON-51TE PRIOR TO START OF WORK. 1 ICI 1� 5TARTER FLA5111NG AT ALL q31 GUTTER EDGES.TYPICAL ❑ — ° — — — _ ALL EXISTING ROOF TOP EQUIPMENT 5 TO REMAIN UNLE55 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — K. OTHERWISE NOTED 00 F1 SITE CLEAN-UP AND LANDSCAPE PROTECTION DURING DEMOLITION EXISTING GUTTER EXISTING GUTTER EXISTING EXISTING 6LDG jJ• £ GON5TRUCTION MAY GON51T OF TRAPS, PLYWOOD THROUGH THE O "Ir FIRE PLACE FLU EXTERIOR WALL LENGTH OF PROJECT. 4 ___1 DRIVEWAY AGGE55 NEEDS TO BE FREE $ CLEAR THROUGHOUT PROJECT. immo i� li. WHEN AGGE55 3LOGKING,5UPPLY WORKERS TO HELP CAR5 PA55 BY. rK N. REPLACE ALL ROTTEN $ RUINED SHEATHING WITH MATCHING EXISTING. O• SAFETY ROOF ANCHORS INSTALL NEW IF NEEDED. ICI � ICI P. SHINGLES WILL BE NAILED WITH GALVANIZED NAILS ONLY. PER `^ r s �), CONTRACTOR WILL GLEAN UP EACH DAY OF GON5TRUGTION. KEEPING r `°'vw 'ENTRYS $ DRIVEWAYS FREE OF DEBRIS AND NAILS. o ROOF PL1��T li. FASCIA 30ARD5 TO REMIAN UNLE55 ^FOUND TO BE IN BAD REPAIR ob, 0 6" r 2• 4• REPLACE AND MATCH EXISTING. REvsoNs 1 ^ NO. DATE PEOCRPTION 50ALE:1/2'=I'-C" °o a CABINET PLAN r J 9 PROJECT ARCHITECT dSk GREGORY x .7 l r� 60 GREGORY t—12° 1 1 �9 114NO. DATE ,, oq-OI-2023 .-hi wre urban design planning MINAKER ARCHITECTURE P.S. START HERE 5"EXPOSURE azGngan,-wa 98223 uu—k—,— t 3G0.435.1113 DIRECT OF PRE AIL INC) f:3G0.435.2205 ^' 02012 uunaka p.s. ]144 REGISTERED F TENER AR QTE 1.. GREGORY A MINAKER STATE OP WASHINGTON 5-5 �1 11ll)GE DETAIL C 2" 4" b" 12" `� ^1 1 TYPICAL SCALE:I-v2"=1-1 ^^ rr� 04 FOR � r •• ICI ^ r K r r / O LOCATE ALL FAS71\1ER5 WITHIN 1/2"OF THE EDGE OF THE FI.A5HING r w "MN � `f ^LEAK BARRIER X—ALONG RAKE,PUT ICI NON-CORRODING METAL DRIP COD DECK r r 1 EDGE ON TOP OF GAF ROOF r 1 DECK PROTECTION. PER OMPLETELY COVER THE DECK ~ r , 1 WITH TWO LAYERS OF GAF ROOF DECK PROTECTION A5 5HOWN. 1 4 XP05URE WILL VARY DEPENDING ON GAF UNDERLAYMENT U5ED.FOLLOW r APPLICATION IN5TRUC701\15 ON SELEGTED UNDERLAYMENT FOR ~ r K PROPER EXPOSURE. K LONG EAVES,PUT GAF LEAK r BARRIER ON TOP OF NON- GUT 5HINGLE5 TO FIT AROUND FLASHING 1 CORROSIVE METAL DRIP EDGE. TO LEAVE A I/4"CHANNEL LEAD JACK OR PRE-FLASHED PLUMBNG VENT ~ ~ �^ S ALL LINE AF LEAK BARRIER MUST NOT FLASHING 60 0 rlk OVERHANG THE SAVE EDGE BY r MORE THAN 1/4"(bmm) o AF LEAK BARRIER SHOULD O m EXTEND 24"(610mm)BEYOND THE N505 WALL UNE. NOTES: d1b, } 1.)IN5TALL 24"WEATHERWATCH OR 5TORMGUARD OR ^ REVrDW, LEAK BARRIER TARGET SHEET. J NO. DATE PEOCRPTION € 2.)DO NOT FACE NAIL THE PLUMBING VENT FLASHING. COATEEAV55 AND WHERE ICE DAMS CAN BE EXPECTED,U55 ONE LAYER OF GAF LEAK BARRIER. 8 PLUMBING VENT DETAIL o 2" 4"6" 12" 1>l iJlillI\G L\1 l)L 1 AIL 2"r r o 4 b r �1 , ROOF DETAIL5 1 � PROSEOT ARGHITEOT s GREGORY rr 60 GREGORY r 1 It Aii nPER g f FRo750T NO. 19-114 DATE of-2025 a c vi �po � - ` PTO I ) �I1I' 11L` �T() I, �)1'�TI I U ���)�)ii ) 1 ► �� 1 �� T 1 � �. r �iOt)�[ L[�I rIrIYIi �\I V It A CL K $� a z � � U �� �� XLL[.L �TrL ) A rIrI VA 'I'll S,LIVIAh,IJOU 1�To lLI,J11IlLI SNTOJ LEL QIl[ T �- �� Ink�' q �� Off. ILLFILO N f� N R G T ��� SA z R dm�� Z �!2� hey 3 N c l hm j �Wapl S a o ^ • p m r�R a c r ri dduzi c �_ 99 _ d ` ��jj-j+� w '`n _Qr i' t ¢ C5 %r' pmu'w ' — MTITM K O uz d �9P, 2a 4 Vx u� f1 F + W CA k � NI CO CA 1 � � J�fw- 10Y3HlYfN 3NN3Af lf4f �4 Q J4` IACl lJ 9 c� r . c s Aft 0 fr CLGn b uj N m.. p' S 2 v low Sdnakay Point Blyd Smakey Nall Blvd ad Lo u. coONO m / aONO �n� Za ICI c r Qzm 10�'S 9P�i+i4o-1W"�apge�n��r-gp�maWMr+p-{wfN6-ygp��ywo x+rry'ilu+nielp,}f.,�mryQ.yRa r 12 n owl limric),16 VTOL-9XT'lHSVAi iV01-9XTTltkid T I'MOKS Li (90twal,'HIL I NAO'd X" IN I, A00111.1 rAlk.1 livu N'Tivif Z: -L S ALUVA') X111VA A-r'l'llL L L k L U I L1711 "Ll til I")(M LUTS 4.1 In 42' "A 21 2" An 6 ILI E'�III M'p a F� z Y"I�9 �TSr In A, ID In In I 'L., Ov Cl 'Y' In In CK R' C"'P, In In f f"g 1-2 u-, a�-'p 1, us 1-31 U�N 0 oo gtL n If,0 Iu Rn ID < p. 2 In 6 T4 14 U"M' fUuarr 1�9 M 6.. If IS m IM "n"j CSzz zio In -k In 3., MIS 'j kl� InvF In tnc� In,< KauvIG' 11 In In Qe < < SZ vel _us W- In 2 c CTJ rr n, S I� n n 'i lD P nQ tpl"'I In In IL, In III IL -u Mv El In N I g rh < PR- 'Vr Is,.7 1.-1.., r4 -P 02 I—g Rll 6 I 76 In I In IN w.I ILI I, 'fi Ntz e �� 2� - �d'2' ,1,"- �<-1�",,.q, ID I,Is,Is,q) ID In II�E I-I-II-I-I- 1, 2 li JQQU Cl Hu C, 0 kD 1S1 In ILI 1 111, E� Z K In Q,1%In 11) i, '0'5% Ij " 11 T�7 ,Q,ff e-!�(�)�t �n'T:Q: rz ki li li Q Q2 li C, P" C,C� g4�e I"2'�.'2 C, In In Y o ;a �� I c 7 .12'000(� ITO,I�")1Vins All i"16A ��`)1\IrI rI�T U °lo �IOOII �[�I rlrljT II JVKT L- LL, � � Z r� �r �r r ri r T r r �I I?[,I�1� [ ) ���[ I A �t [ IL,iS� S.L\.11t'11:)Od l�iOILi.k)I1�I;LSiNkT.O.) LVIS (1I11 )'4#,�- a }k L M mm �? wn R^�4 rfi 77�4y k f 7#F �7 FI# 'fir 7 i " I ^ ,B.�Bir �•S I k �� � F 1 p t f d . _ a ,,Rq rk7 it Our iij4 W �' 00 � 9779 a�p PER AL PER low F t r� i J A 5 y I J 1 I K� �y l� k t # +' 4 1 t � I li All! �� f t � ^s• �rr/� J lh x, V EZOZ 10 dog pp's+..q.Irlr 900\.ba.x,p-+w,,d--ycpk,.+u.o niaw ynWu+brm;a_doar-pl#��:x ",low 2 ;r Lid UATI(t LL)LTIOd ZUAMORTS '0,016,101 A 0 011 rAll r-lr-IVH XTIVIC LU, od VAT117A A-111J.'s S, IVI r L�jj firggi VojLjr)jI Ll k L L AtILLSS1101 LEAS (11.11. 'A N Lb Q rv_ Cck LO I,- IL LL 12 91) 1, ne LL < J-' ID Lb ILLS',y s Q- < < < LL, via 0 C, 1, , ?-:U-N n I-Q Odd ()r Z �-�!) r-�,w,< < LD:i� ili (v �<cz <Urant G Qi D <Q)ry .N LLS LL N <lb L—L 1, UI F] LU L8 ne II - LD 31 C4.,. J.1 ry LU z 152 Lu z u 01 x Jr.- LL�! Vie oz kD LuN X LIN low L11 ... ..... ..... --------------- ---z ---------------------------- s --- --- ---------------——----- link, LD \X '13 K - ---------- CL S - - - -------- rl, VO1_*LAT III S 17 It,t V 0 1 03 z 1 _ '01([it- 111 JAA Ott A U NOI(S IIi!f 111 JOOU AVILI 11,1 v 11 kT I A,h 2fk-4 (I nu fy- 65 6, ZO > 5, ocos R 18 LLI 6 IDA z ;Z,:Q, z rf) A E Li' R90 2, IL z ly U AM 2, HE W"f PIT 0to z 12901 9 Sop its, ON 214 Mygm 0 1w 122N 60aiv Kim K A Ly, 61,q NS, cc, 13 ID Ili L.1 6 pit 1 0 , c w 0- W w In Q L 26 , Wr ; (� C, ply OM dz < a E v , LA A Q5 w d F a, 5<P su" "M - I e < M I ME A W r-�,- Ron 1 1 E 1,,60 11 01! is 1 "1 ;ij ^I ;i L --------------- W z <1 I !,i ...................... 1�11 77 -----------------I Cie 'MAY jig q OZ Ski Lb ILI U3 Cz L/ CZ0Z owl I't 1*1 V 0 OJ 'W-111SVIt VOLL k V o 5,1 U-I CI (1,11H JATAO'd �A-,JMOKS (10(1(1-1- -6 A0011 'Allt TIVII N'TIVIt, Ail 2v oe L YVA A-TILLS A,-A' SL111 )IFULLSk"O") LUIS (114411 VJ rAV11'L)O(1 Ik'01 11.1'I 4 L RI T: z UA 7E cri 11% v CIC :-3 K �p M-,Lis Li I cv. Lb IN cv, -\ V-,.- 27 re -411 in LY cz V- 1.6 Q, 137 of 13 tea 910 L"i Lb TDO 1-1 Y 1? �15 rv. zCl In r-�l c,�,,, QF J U—LL Cr 5 113 tv qwz'o d's qn w". CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 18308 35TH AVE NE Permit#:5770 PERMIT EXPIRES 180 DAYS AFTER Parcel#:00472500000600 DATE OF ISSUANCE. Scope of Work:Re-Roof main hall building Valuation:69982.00 OWNER APPLICANT CONTRACTOR STILLAGUAMISH CENTER INC Gregory Minaker Guardian Roofing 18308 SMOKEY POINT BLVD 27405 Whitman Rd 1004 s Grant St ARLINGTON,WA 98223 Arlington,WA 98223 Moses Lake,WA 98837 360-435-1113/425-238-8433 509-793-0910 LIC:604 509 303 EXP:01/31/2025 LIC:GUARDRE8010E EXP:01/10/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL RE-ROOF CODE YEAR: 2018 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS 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.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City ofArlington#3101. &-4" d_ l' 01/29/2024 Applicant Signature Date Building Official Date CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. 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 FEES Date Description Fee Amount 02/02/2024 Processing/Technology $25.00 02/02/2024 Re-Roof Commercial $1,179.25 02/02/2024 Re-Roof Commercial Plan Review $100.00 02/02/2024 State Surcharge-Commercial $25.00 Total Due: $1,329.25 Total Payment: $0.00 Balance Due: $1,329.25 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail Permit#: 5770 Permit Date: 01/10/24 Permit Type: COMMERCIAL RE-ROOF Project Name: Stilly Valley Center Applicant Name: Gregory Minaker Applicant Address: 27405 Whitman Rd Applicant, City, State, Zip: Arlington,WA 98223 Contact: Gregory Minaker Phone: 360-435-1113 /425-238-8433 Email: gegory@minaker.com Scope of Work: Re-Roof main hall building Valuation: 69982.00 Square Feet: 9576 Number of Stories: 1 Construction Type: VB Occupancy Group: ID Code: Permit Issued: 02/05/2024 Permit Expires: 08/05/2024 Form Permit Type: COMMERCIAL RE-ROOF Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00472500000600 18308 35TH AVE NE STILLAGUAMISH 230 COMMERCIAL CENTER INC /SERVICES Contractors Contractor Primary Contact Phone Address Contractor Type License License# Guardian Roofing 509-793-0910 1004 s Grant St CONSTRUCTION UBI 604 509 303 CONTRACTOR Guardian Roofing 509-793-0910 1004 s Grant St CONSTRUCTION L&I GUARDRE8010E CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 02/12/2024 Inspection Final for Commercial 02/13/2024 02/13/2024 BUILDING Approved Reroof Plan Reviews Date Review Type Description Assigned To Review Status 01/10/2024 COMMERCIAL RE-ROOF BUILDING Approved Fees Fee Description Notes Amount Processing/Technology $25.00 Re-Roof Commercial Plan Review Plan Review $100.00 State Surcharge-Commercial Commercial Only $25.00 Building Permit Table 4-1 Commercial Re-Roof Permit $1,179.25 Total $1,329.25 Attached Letters Date Letter Description 01/29/2024 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/05/2024 Stilly Valley Center 207137 Kristin Foster $1,329.25 Outstanding Balance $0.00 Notes Date Note Created By: 01/29/2024 Sent fees owing.Drafted permit letter to send once fees are paid.Folder is created and in the Hannah Hardwick pending drawer. 01/10/2024 Contractor needs COA license prior to issuance.Emailed the info. Kristin Foster Uploaded Files Date File Name 02/05/2024 18452164-20240205 BLD5770 IssuedPermit.pdf 01/29/2024 18331051-20240129 BLDL70 ApprovedPlans.pdf 01/10/2024 18160199-20230110 BLD5770 Plans.12-df 01/10/2024 18160200-20230110 BLD5770 Application.pdf