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20050639.pdfDATE RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICITION OWNER NAME/NAME OF BUSINESS v\ �e� MAILING ADDRESS �v� 1 CITY Yo Z TELEPHONE 7I • � k NAME Oil5iictit'C1 ADDRESS a t°\ k5 M• Sam S C - CITY ZIP TELEPHONE v ` b203 142,5 353 -os3 NAME CBL# ADDRESS \5yzG CITY ZIP TELEPHONE !E M\ -I 2 , �3c f`3 •-IbO STATE LICENSE NUMBER EXPIR TION DATE CH BY PROPERTY TAX ACCOUNT PARCEL NO. �y ZV r7 0 LA li©o l" ❑ NEW RESIDENTIAL 91"PLUMBING I MECH ADDITION ElCOMMERCIAL COMPLIANCE OR ❑ MIXED USE ❑ CHANGE OF USE REMODEL ❑ MULTIFAMILY ❑ SIGN ❑ REPAIR 1:1G DS!bb CYDS ❑ 1 FENCE X FT.) ❑ DEMOLISH ❑ TANK ❑ OTHER GARAGE ❑ ROCKERY WALL FIRE SPRINKLER ,YJJ CARPORT ❑ FIREALARM (TYPE OF USE BUSINESS OR ACTIVITY) EXPLAIN: NUMBER NUMBER OF OF DWELLING 1 STORIES UNITS �� •/ PERMIT EXPIRES PERMIT NUMBER( JOB ADDRESS \900 ., SUITE/APTtt run, ,vnm11'aUL1UrvlblON NO. LOT NO, LID. NO. LID FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCPApproved O RW Permit Required Q EXISTING PROPOSED Street Use Permit Requited O Inspection Required W Satewalk Required REQUIRED DEDICATION FT Underground O — Wtino required O METER SIZE LINE Sl NQAF FIXTURES PRV REQUIRED / YESE3 NO O Z REMARKS w OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE W z z z A tri 1.0 JAI IOI'i:Q\i`II ` .0%i 1 D rPI e- 111. 41 W PINEERING REVIEWED BY DATE CT M'{ � 1 Q FIRE REVIEWED BY DATE w VARIANCE OR CU SHORELINE ORADBI INSPECTION SEPA (n REQ'D COMPLETED EXEI -Ad"Nf -- O YES ENO CAN ff:*V' ZONE SIGN AREA HEIGHT STUDY WAIVER • r' ✓ ALLOWED PROP ALLOWE; , POSLED I LOT C' ERAGE`` �C/1&D SE ACKS .) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR.4 ONT U{V R SIDFi I REAR �/. •/�• ,t' 1 FR1 S 1 III 1 40"z PARKING LOTAREr PLANNING REVIEWED BY DATE g REQ'D PROVIDED EDD a i0 1 O REMARKS s it 0I ZIIIIIIIo drv� P nvyz TYPE OF CQNSTRUCTION SPECIAL INSPECTION DESCRIBE WO K TBE DONE REQUIRED DYES REMARKS W'A 6 SAL GEOTECH REPORT BY: STRUCTU(jAL E G ( , BY: 1 1. VALUATION i/ Description Plan Check HEAT SOURCE LOT SLOPE-% VESTED DATE Q&S ';�%xro•Cp Cj. Building Permit PLAN CHECK NO: /! Plumbing THIS PERMIT AUTHORIZES ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO Mechanical BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC ' DONMAIN (CURBS, SIDEWALKS; DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading SEPARATE PERMISSION. i PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5) Engr. Review PERMIT LIMIT: SEE ECDC 19.00,005(A)(6) / SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Inspection 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS Fire Review IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EUMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT, ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.• Recording Fee I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OJIIIIIIIII OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WIT ITY D STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AU ORI THEREBY, NO PERSON WILL BE EMPLOYED CALL IN VIOLATION OF THE LABOR DE THE STATE OF WASHINGTON RELATING TO FOR INSPECTION WORKMEN'S COMPENSATI N U CE AND RCW 18:27. SIGNATURE (OWNERO T): DATE SI I D (425) y �/ 771-0220 CODE OCCUPANT GROUP p.2 CONSULTANT OCCUPANT LOAD FEE Description FEE . L} State Surcharge 1 City Surcharge — Base Fee umt Plan Chk. Deposit / .I Receipt # Total Amt. Due Receipt .# Cf APPLICATION APPROVAL This application Is not a permit until signed by the Building Official or his/her Dopuly and Foes are paid, and receipt is acknowledged ,n space provided. T SIGNATUff DAT ATTENTION I Ir EXT. 1333 �p IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UN-rIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 I IRC110, ORIGINAL -FILE YELLOW -IN PECTC • 19/04 PRESS HARD = YOU ARE MAKING 4 COPIES PINK -OWNER GOLD - AS ESSOR PROPERTY OONNER: • PAUL DENT i, PROPERTY ADDRESS: 17003 TALBOT PARK ROAD w E TAX ACCOUNT PARCEL #: 27040700104700 RESPON IB SCALE: +/�.1 C C SCALE: 1�' 3DB (^i`'i Eru >';UiJ ... 1_fi,f\D DlAMAGE h,)-dp'i()VED AS NOTED \�i _� _ ___ ----- -- � L BY ENGINEERI G , ,.. -._� � � Q� zl "v' �rAwae ' ' 1• 1 OFm /*fl / GUTTERS/ 6WNSPWTSCO TO CONNECT' TO EXIST\ i Q v WL m p 80 ■nM* m R ews sn j r sl m Y ,4? i �• m z R _ Mer ►wr A '\ / Q� f M rpt veatoo V!bi10 4* ` � fill fill \„w� v a \ � �o 4 co \».o.o norm j ��Q. Q %M H� `` /� `,•'c �x� � I ` y my m A \ Cf, ion war i I `� V 0 fAAGi SIL �— li l ,►{r .I rs ” imam we (w �y� G m ' `Cal A = 102.2' �\ �� �,'\ � CO), n I \ `?� •J C Z .96.5' � �, . rn Oi' ' rn E = 95.2' f AVE. GRADE _ $7,i:. CI+• �• \ �` r ! ACTUAL HT. 4*lmmFz 12l •� \ r i MAX. HT. i•;z6A= I ?�Z. � � ► -4 BASEMENT SLAB ELEV. = 95.T �� `�• i BOTTOM OF FO N 5 \` \` `J ( Oz . ADDITION do PORCH = 100.7 -� GARAGE = 95.0' \ 20118 ''y C mer CSFla 0 n m �B941fl1�: R ES U B �\ S backs Required Actual 39.47 CU. YDS, OF CUT TO BE STORED ON SRE AND USED AS JUN 27 2OD5 FILL. EXCESS TO BE REMOVED. S�¢G� BUILDING ROOF OUTLINE BUILDING OF DNT MONDSS�d� 1 EXISTING R ISTING DRRIIVVEWAYE 1259MiVJdear -fie Zg 'a'° �.Z EXISTING DETACHED GARAGE l MP91ZV `O S HE'! t . Z�'�•• � r� PROPOSED RESIDENCE ADOMON PROPOSED DECK SI I LAN PROPOSED COVERED PORCHIE i .. APPROVED BY PLANNING x•30.05 CITY C0"'Y E• Structural Design Associates - 2210 Hewitt Avenue Suite 401 w Everett, WA 98201-3774 425.339.0293 {. September 14, 2005 " c; Finish Line Carpentry Frank Giblet r Z �•, Z 15826 65ti, Ave SE O �' Snohomish, WA 98296 0 r M Subject: Building Inspector Comments regarding new foundation wall and revision of epoxy holdowns, SDA _job #3215 co o m C To Whom It May Concern: rn O 0 .17 C =r At the request of Frank with Finish Line Carpentry, our office is responding to building —� ' `• inspector comments regarding the new. foundation wall and providing an alternate to the m Z jo epoxy holdowns called out in the subject foundation wall.C Z ,. D The existing foundation at the. location of the epoxy holdown was insufficient to y accommodate the holdowns, therefore the contractor opted to pour a new foundation wall pwn :,'` i and footing. The new foundation can be conventional construction, with a 15 -inch by 8- inch footing with (2)#4 bars continuous and an 8 -inch stemwall with #4 bars at 12 -inches M m on center. each direction. Vertical bars should be hooked into the footing; alternate hook t vo direction. Horizontal bars should be epoxied 4 -inches into existing foundation on each end. C N i r= Simpson HHDQ14-SDS2.5 holdowns may be substituted for the HD14A holdowns. The C CO, holdowns may be wet set into the concrete, and require a 1'/4 -inch diameter A307 all -thread with a 2 -inch washer and double nut at the embedded end. The all -thread must be f ired the holdown ma be e o ` embedded 30 -inches into the foundation. I desy p x-installed.y into the new foundation, after it has cured, with a 1'/4 -inch diameter A307 all thread. The ufacturer's Z all -thread should be embedded a minimum of 16 -inches. Install per man Z specifications. Please note that epoxy installations may require a special inspection, and t should be verified with the local building department prior to construction. co Z Please contact this office with any questions regarding this letter. S_COVI�rC m Since ly,' A ea Sauter, E.I.T. Project Engineer34 Sf01VAl.ti '' } WED RECE EXPIRES 3 ' SEP 16 2005 DEVELC MENT OF SERVIC ES 5 CTR. I .. V.` I�'INAI..1'ItO:'it*:j I I ITROVAI:.I+ORM . 6 r ! !'() r r1Y a < ' t.... ; f.•.rrI. n^j l.` t .-i .+ 1VILMU `I'O pF4KM['1' GOORi)INArI OR % BUI1.rL)1NG DIV�SIUN Z. ,, , Kf Illr rI. t t It ! a �....0 1III .. fJf *y J J d i 'XI- II ` t ' _q -- _ .- -- _i�IRli i)Itl'Altl'N11�N i 1)A I L r ' 1 ;�; 11 � 12 1 IIs / _ :•v .. . I. r 11 F t7� 1 �- _ .. __IIN_31NIILlZINCy DIVISION [DA!'L 1J 0 �� s ',; rJ f' . i Poor o r, l. r l�.I I1 r Y yi 7 � PIFrl9: SIGN ..t .:,..I. rI. .. , Iql f. ,.av--•.v.F I Y i 1 1' w , t t - s ;;t}1 k{ I <J, - i'LANNING !)i�,/[SION DJL`G{? i ff ,?..p .1 «il," ,',d' ` ti a - 4 i 4 tiL i' h� ASI SIGN , r' • - \ ' v , r4 P % 3' r �` ' i a i - tc , L r a :r t ' r 'if 5r .'. Pq . rr u t • 1 t _ I I. :.JI. I I rr y y J >I Qr r t r• 2� h710 a .,'o' e r ,l 1 - ' t t �t�ty 1 Pi .`r 4 1'1` ' rI 6. N.t_I .1.; 1 t 1 �.T ' < x x � .' ' � - � �/.. 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