Loading...
HomeMy WebLinkAboutPermit 5321 - Pizza Haven - Storage RacksCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - inq BUILDING PERMIT Work to be done T I. Site Address 12860 INTERURBAN AUl•NIJF S_ Building Use WAREHOUSE /COMMTSARY Property Owner BEDFORD PROPERTIES Address 3470 MT DIABLY BLVD Contractor PIZZA HAVEN Address 1Y860 RACKS PERMIT 0 Control 0 f5" 3 2) 88 -191 (512) #200 uite enant PI Assessors Account # 000480 - 0006 - 03/0004 -05 Phone 0 (415) 283 -8262 Zip 94549 one # LAFAYETTE, CA INT ERURBAN AVE_ S. TUK FOR BUILDING PERMIT ONLY Approved for Issuance By: Zip 98188 Sq. Ft. Office sT t FT. Storage/ Warehouse Retail Other Occ. Load 2nd Fl. 3rd F1. Total Fire Protection: ❑ Sprinklers (] Detectors Zoning m —/ Type of Construction Special Conditions Fees sq. ft. g sq. ft. @ sq.ft. @ sq. ft. A Total Valuation of Construction $ 5,000.00 1st Fl. S 2nd Fl. S other S other S Bldg. Permit Fee Receipt 0 y/�,/ S 19.53 Plan Check Fee Receipt 0 S Demolition Receipt 0 S Surcharges Receipt # yi�Y $ 3.50 Other Receipt 0 Other Receipt 0 TOTAL S S - $ 23.03 FOR SIGN PERMIT ONLY (] Permanent [] Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Side Rear Building face Setbacks: Front Side Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANO VOID IF WORK ON CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 OATS, 011 IF ABANOONLU FuR A PERI00 OF 180 OAFS AT *NV TINE AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AI10 EXAMINED THIS APPLICATION AND KNOW THE SANE TO IE TRUE AND CORRECT. GOVERNING THIS TYPE OF K WILL 81 COMPLI 0 WITH WHETHER SPECIFIED HEREIN 02 NOT. THE GRANTING OF A PERMIT VIOLATE OR CANC NE PROYISI S r V OTHER„./ STATE LOCAL LAM RtiULATING CONSTRUCTION ON Signed . �._ . �► _ .. t "� � . i CONSFRucTfuN UR wORK IS '.,6dINUEO UR ALL PROVISIONS OF LAYS ANU ORDINANCES DOES NOT PRESUME TO GIVE AU1 0eITV TO 7-.5-- �l�j PERFORMANCE OF CONSTRUCTION. Date c! LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 w licensed under provisions of the evilness and Professions Code, and my License is in full force and effect. Date Contractor (signature) OWNER - BUILDER DECLARATION ( ) 1. as owner of the property, or my eployees, with wages is their sole compensation, will do the work, and the structure is not offered for sale. ( ) 1, as owner of p,p property, am/inclusively COntac tin 1h 11tH ant ctor's to constr ct t projfct y'� Owner (signature! 1Z74- /4v1-4710 41 ',.'aea or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -110l* i01P9 BUILDING PERMIT Work to be done T.I. RACKS Site Address 12860 INTERURBAN A1LFNUF s_ Building Use WAREHQUSF /COMMtSARY Property Owner BEDFORD PROPERTIES Address 3470 MT DIABLY BLVD Contractor PIZZA HAVEN Address 1'r'860 INTERURBAN PERMIT 0 S5 3 Z) Control F uite enant P Assessors Account 0 000480 - 0006- Q3/0004 -05 Phone 0 (415) 283 -8262 Zip 94549 f 88 -191 (512) #200 LAFAYETTE, CA Zip 98i8_8 FOR BUILDING PERMIT ONLY Approved for Issuance S q • Ft. sT t FT. 'Office 1lereh°u scorese s Retail Other Qcc. Load Znd Fl. r. '. _ . oottaT-- Fire Protection: ❑ Sprinklers ❑ Detectors Zoning f-L --i_ Type of Construction Special Conditions FOR SIGN PERMIT ONLY sq. ft. sq. ft. 6 sq. ft. P sq. ft. 8 DATE: st 1. 2nd F1. S other S other $ Total Valuation of Construction S 5,000.00 Bldg. Permit Fee Receipt 0 y #'gy S 19.53 Plan Check Fee Receipt 0 S Demolition Receipt 0 S Surcharges Receipt ligtsy S 3.50 Other Receipt 0 S Other Receipt 0 S TOTAL S 23.03 ❑ Permanent ['Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face' Total square footage of sign Special Conditions . THIS VERNIt *EC(ME S NULL AND VIM IF HORN ON CONSTRUCTION AUTHORIZED IS NOT CO 5NCEO WITHIN I00 OATS, OR IF CONSTRUCTION 0R uUR* IS '-,S'( UEJ OR ABANOONtU FuR A PERIQO OF 100 OAFS AT ANT TINE AFTER WORK IS COMMENCED. HEREBY CERTIFY THAT 1 Met NEAR AND EXAMINER THIS APPLICATION AND *NUN THE SAME TO ♦t TIM AND CORRECT. ALL PROVISIONS OF LANS ANU ORDINANCES GOVERNIN% THIS TYPE OF WILL OE CORK 0 WITH WHETHER SPECIFIED HEREIN ON NOT. THE GRANTING Of A PERMIT ODES NOT PRESUME TO GIVE Aut.ORIff TO v1OLATE OR CANC _ NE MONIS' ODES STATE LOCAL LAY REOIEATINO CONSTRUCTOR ^0* �c LI�� PERFORMANCE OF CONSTRUCTION. Oat. 7' Signed LICENSED CONTRACTORS DECLARATION 1 hereby affire that I se licensed under provisions of the Swims and Pro /Msto.e Code. and 4 license Is in lull force and effect. Contractor (signature) Mete OWNER - BUILDER DECLARATION ( ) 1. as Owner of the property. or my employees, with rages as their sole compensation. will do the work. and the structure is not • •nleo or offered for sale. ( 1 I, as owner of As property, an inclusively contract) Owner (signature) 1 -7' a 04410_8 ctor'e to conetr ct t J projset�(p � .11 CITY Of TUKWILA Building Division 6200 Southclntor Boulevard Tukwila, Watshinoton 98188 (206) 433 -1849 INSPECTION RECORD fi A -.. PERMIT # 3 v2 / Type of Inspection / �1/,�..� ) Date Wanted a.m. p.m Site Address /..2, � ' __ �-,� '�i���'�t�" ,, / Project 11,',2.24-- he4-4,l Requestor Phone # Special Instructions Date Inspection Results /Comments: Inspector CITY OF TUKILA Central Permit System kaontrol No r_ � r. Permit No 5,002/ FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ❑ Police E. Fire Dept. ❑ Parks /Recreation C Project Name Address J t- 1(,ve:.r� Type of Permit(s) T Z / This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ht � SC. r ► ►��erZ ". ri+-1 lc�, vs 7 SA/ A./AJ tA/ —%1 g) kiCt„. ,% F 1l! 5( .'x t. l S. . car. 1 l_ 8~ ri'gC9 Authorized Signature Date This project is approved by this department: Authorized Signature Dateg.--‘7- 9'6 7 CPS Form 3 1 • THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to plans unless approved by Architect and Tukwila Building Department. All permits to be posted at job site prior to start of any construction. All construction to be done in conformance with approved plans and requirements of the Uniform. Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition) , and Washington State Regulations for Barrier Free Facilities (1986 Edition),. Cit y (cif Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor June 30, 1988 Fire Department Review Control Number 88 -191 (512) Re: Pizza Haven Racks - 12860 Interurban Avenue South, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Extinguishers shall be located so as to be in plain view (if at all possible), or.if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the :unit. (NFPA 10, 1 -6.3) (UFC 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) 2. Refrain from blocking sprinker coverage with shelving. NFPA Standard 413 states that any shelving or decks in excess of 4 feet in width will require the installation of sprinklers thereunder. (UFC 10.302) All modifications to sprinkler systems .shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler Work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) (UFC 10.307) 3. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 & NFPA 231.4 -5) 1908 Cityf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding. smoke removal capabilities. (UFC 81,107) Yours truly, ./40-e;33) C-77L The Tukwila Fire Prevention Bureau cc: T.F.D. file nod C S-s c.n &rtz■ nn-c, a 11..d -e._ c s 17 E'6 co S — T JLU Tu1Lw1LA, L, t — c •rv••-..• WILSON & ASSOCIATES Consulting Engineers 2662.1 S.E. 172nd St., Issaquah, WA 98027 Phone (206) 392 -8996 , RECFIVFD CITY OF t/Kivt JUN 2 0. maim* bEpr j%/ta /,t-$d - "?'74 'ti34.3 crS d. — 2e a ' U.S'E ; 70 % Al %77c / 2.//07. (v{'Grin.. F, r._ L Arc) ,. GUp • g¢ ° °K.7 + /oo CS 4 #cr\,L ) I /k r" 04 s ? zf-'` 1 1 /. r� C� R 0.3 C23-7) Wp 7 17u... LZA� 8L2.41LCG- STOr✓ �i1 /l_ a 0�C0011L $. / 3 o r" OS .i • — a iL ,iR_ ,s c•1 / 76 - �'-- -- r /7cs" 2 T 3 3 e tz ' 3,30 0 3 e&sc. — , %1C.... ••"0 4- ice, it) -L3 • x 1.3 G 1— 04 2 y o 6x•7 2, r 3 ) 7. rl. �! + I/ i // /"k / 97fZ 2X C.pi..rJ eft N Jr QC„0# , t. 4/ 4r c 4 S 30 av BSI• 99 Go zZ3 +9.f0I<5 PJ . 23,9So J!/ ae:ost•., t rL /J'- ' c__ Cno `� ^►... f /-4 � 'eok=41. f L Greet_ ✓stir )G# _ )fl a c.o." i cr.y„ Lytle • 3 - /l.) v ti rthL„n ..! STS` `. PARABOLT® Concrete Anchors • Stress proof steel. • Tensile strength, 132,300 p.s.i. (mean). • Yield 100,000 p.s.i. • SAE grade 5 bolt. • Zinc plated for corrosion resistance to Federal Specifications QQ -Z -325. • Parabolic expansion curve. • One piece stainless steel clip. • Hole size is bolt size. FASTENER GROUP EMHART Advantages of PARABOLT over other concrete anchoring systems. • Rockwell Hardness, C -scale 2b -30. • Hole size is bolt size. No need to drill an oversize hole. Minimum volume of concrete removed. • Fixture serves as a template. No need to move machinery. Alignment assured. • Nothing else to buy. Nuts and washers provided. • Clip bites into concrete instantly. • Working Toad can be applied immediately. DESIGN FEATURES • Stainless Steel Clip for maximum holding power. • Wrap Around, one piece clip.. • Parabolic Approach on bolt wedge. THE PARABOLIC CONCEPT RESULTS IN THESE ADVANTAGES: • The clip is parallel to the bolt axis on insertion. • Final set is achieved with minimum turns of the nut. • The clip engages the concrete at an ever increasing angle. • Marked improvement in tensile performance over comparable anchors. TABLE 1 Average minimum pullout & shear strength measurements For embedment of 4.5 times bolt diameter (SECTION A) 2000 P.S.I. CONCRETE (SECTION B) 4000 P.S.I. CONCRETE Tensile Load, Lbs. Shear Load, Lbs. Tensile Load, Lbs. Shear Load, Lbs. Stone Stone Stone Stone Aggregate Lightweight Aggregate Lightweight Aggregate Lightweight Aggregate Lightweight Diameter Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete 1/4 1,050 900 1,190 ' 1,000 1,650 1,300 1,190 1,000 3/8 1,765 1,410 3,380 2,750 2,760 1,930 3,380 2,750 1/2 2,980 2,200 7,350 5,500 4,610 2,860 7,350 5,800 5/8 5,040 3,450 11,600 8,920 7,760 4,260 13,500 11,850 .3/4 8,530 5,400 16,400. 12,850 12,900 6,300 21,750 17,500 7/8 12,500 - 22,500 - 18,750 - - 30,000 1 15,200 - 29,500 - 23,000 - 39,300 - 1 -1/4 23,000 - 47,600 - 35,000 - 63,500 - Tho above represents ave age holding va uea In shear and tension for anchors tested In each diameter, Installed at minimum depth (41/2 times bolt diameter). Greater holding values are achieved by setting anchor deeper into the concrete. A factor of safety suitable for the application should be applied to the above values to obtain required design loads, MATERIAL SPECIFICATIONS • Patented (Patent *3448651) • Bolt Specifica- tions: stressproof steel 132,300 p.s.i. tensile 100,000 p.s.i. yield • Clip is *304 stainless • Plating meets ASTM *A164- 55- RS(69) Mil. Std. * QQZ -325 -A Class 3 Type 2 clear • Com- prehensive.Engineering Data available in Cat. EDR 01 '•: Technical design handbook, _: PERFORMANCE APPROVED • Pittsburgh Testing Laboratories • Factory Mutual • Meets or exceeds GSA specifications FFS -325 Group II, type 4 class I Int. Amend- ment 3 • International Congress of Bldg. Offi- cials Report *2350 • Most states, cities and approved:\. -.:municipalities in , U.S; • FA/' SIMPLE INSTALLATION ONE -PIECE STAINLESS STEEL CLIP provides easy installation A stainless steel clip provides maximum resistance to corrosive agents, and simplifies the job of bolt installation. Formed around the bolt in one piece, the clip cannot work loose or fall off during shipping or installation. Since the design provides spring loading between the bolt and concrete, the clip takes an immediate bite. This results in shorter installation times and greater dependability. The stainless steel will not deteriorate under the pressures exerted in setting. 1. Drill hole same diameter k as bolt. Use fixture for template. 2. Tap bolt Into hole through fixture to be fastened, 1'i ,1 3, Tighten nut approximately 3 tums. Installation is complete. PARABOLT CONCRETE ANCHORS AVAILABLE IN STAINLESS STEEL AND HOT DIPPED GALVANIZED. PARABOLT CONCRETE ANCHORS are available in a wide range of sizes .and materials , TABLE II Catalog No. Size Thread Length Spacing and Edge Margin Recommendations Hole Diam. Minimum Imbedment Minimum Space Between Bolts . Minimum Edge Distance PB 14-134* 1/4- 20x13/4 PB 14 -214' 1/4 - 20 x 21/a �/a" 1 /a" ,. 11/s r' 3" 1'{z" PB 14-314. 1/4- 20x31/4 PB 38-214* 3/8- 16x21/4 . PB 38-3* •,PB38 -334` 3/8 -16x3 3/8- 16x33Ya 1 �� 1/e �� 1 11 1/2. 11 4Y2.... 1 a :2 /a PB 38-5* 3/8 -16x5 PB 12 -234` ' 1/2 -13 x 244 PB 12 -4' 1/2 -13 x 4 " • rr " ,. ii �� .. . PB 12-514* 1/2- 13x51/4 1 1/4 1 . /2 21 . 6 ; 3 • .:13B 12-7* .1/2 -13x7 PB 58 -312' 5/8 - 11 x 31/2 . PB 58-414* 5/8 -11 x41 /a PB 58 -5• 5/8 -11 x 5 11/2" %" 23" 71/z ".. ' . ' .' 33/4" PB 58-6* 5/8 -11x6 PB 58-7* 5/8 -11 x7 PB 34 -434e 3/4 - 10 x 43/4 PB 34 -514' 3/4 -10 x 51/4 . PB 34 -614` PB 34-7* 3/4 -10 x 61/a 3/4 -10x7 1"' . • Vs" 14" ; ,. 9a 4 " PB34 -812' 3/4-10x81/2 - PB34 -10' 3/4 -10x10 PB78 -6 7/8 -9x6 PB 78 -8 7/8 -9x 8 21/4" . , /s" 4" 101 ".. :..51/4" PB78 -10 7/8 -9x10 PB 1-7 P81 -10 1 -8x7 1 -8x10 21 /arr 1" 4Y2" 12" ''' 6" PB114 -9 P5114 -12 1 -1/4 -7x8 1 -1/4 -7x12 31/4" 11/4" 51�'f .. 15'1 . ' lY2" Available from stock In type 303 stainless steel Special lengths quoted upon request. Type 316 stainless steel bolts with type 318 with type 304 stainless steel clips. stainless steel clips quoted upon request. • How to determine PARABOLT concrete anch( length for your Three turns of nut equals approximately 1/i bolt diameter. (B) Thickness of nut is equal to bolt diameter. (C) Thickness of material. (0) Refer to TABLE II for minimum embed- ment. Anchor installed: A +B +C +D+ minimum anchor length. Example: 1/2" diam. anchor to hold t" angle iron. 1/2"-I-21/4"= 31/2" min. length. If your total is in between two lengths go to the longer size (In this case you would use P812 -4). TYPICAL APPLICATIONS sewage treatment plant tom' Securing drive sprocket wall sup- port to concrete. Sluice gate control to concrete deck. Platform, brackets fastened to con- crete. Suggested Architectural Specifications Contractor shall furnish and install (size) Parabolt Concrete Anchors as manufactured by USM Corporation, 504 Mt. Laurel Avenue, Temple, Pennsylvania. The anchors shall be made of high tensile and shear strength steel SAE Grade 5 or better. Exceeds require- ments for ASTM A -325 type 3 -B bolts, with one piece stainless steel expander mounted on parabolic wedge and double plating (zinc plating with chromate dip to Federal Specifications QQ -Z -325). Pull out and shear values shall conform to the Standard Test Methods as _ outlined by ANSI /ASTM E488-76. Mir FASTENER GROUP M•3 Nov. 1981 (Rev: 11/81150 EMHART ENGINEERING( DESIGN DATA PULLOUT STRENGTH VS. CONCRETE P.S.I. 150 PERCENT OF ANCHOR PULLOUT CAPACITY 125 100 75 50 25 0 CONCRETE P.S.I. 2000 3000 4000 5000 6000 7000 Note: This graph is only applicable for stone aggregate. Figures for lightweight are not available. Esenpl.: 1/2" dia. Anchor in 3000 P.S.I. concrete at minimum embedment: Pullout value 4610 lbs. % from graph X 82% Pullout strength in 3000 P.S.I. concrete 3780 lbs. To obtain pullout value, use TABLE I, section B. This graph is based on test of 4000 P.S.I. stone. PULLOUT STRENGTH VS. ANCHOR EMBEDMENT Ti KIPS (TENSILE LOAD THOUSANDS) 50 45 40 35 30 25 20 15 10 5 0 NU DIALS EM9EO.INCNES DIAMETERS Molly Division Headquarters: 504 Mt. Laurel Ave, /Temple, PA 19560 (215) 929-5764/TWX z10- 851.0479 West Coast Warehouse: 16830 Edwards Rd. /Cerritos, CA 90701 (213) 926.6576 4000 P.S.I. HARDROCK CONCRETE • M. AUGUST DOBERNE, 196$ C.E., S.E. PITTSBURGH REPORT OCTOBER #PG 27, TESTING -11510 1971 1/4" 144 3 4.5 12.0 3/1" 11 21/2 4.5 7.0 1/2" 212 344 4.5 7.0 5 /1" Si 4% 4.5 7.0 3/4" 312 51 4.5 7.3 7/1" 4 51 4.5 6.3 1" 41 6 4.5 6.0 1.1/4" 52 61/2 4.5 5.0 Molly Division Headquarters: 504 Mt. Laurel Ave, /Temple, PA 19560 (215) 929-5764/TWX z10- 851.0479 West Coast Warehouse: 16830 Edwards Rd. /Cerritos, CA 90701 (213) 926.6576 RE: cJ� PERSON CONTACTED: T L?ZjtA W a0, -v C TELEPHONE MEMO A PERSON CALLING: WelA DATE: (o -Z4-- 8S INFORMATION ITEMS: vtaki,19,4 v1 raliA COB ICA IMAM- a,J,JL dPA.d, w 40 (kta6Y � nab. RE: TELEPHONE MEMO 88-1 �1- p1 zno PERSON CONTACTED: O flf5/and ( r_adet PERSON CALLING: dOQ UTA DATE: � -�L/-8 U INFORMATION ITEMS: 111 r 4-0 Caw nee Ory , vribe d )L 1,(.14 07,0 he./ 9-r/a- q. rbt/i ) Cbuti 441:xikeiw.a.), P__er real �?P el/L,/Le ad cMt — c. 44 I p -/O oip40-licawolt r‘..4 fiA (cc-- 0-ra s P1%- 14 (z. ea co — rc_u /47-c-,--"--r •■•••••••"1.C; 4.‘•••• • A1- t„. • Tuy_ WILA, 1•••-e f 14-1 •-•••• • WILSON & Consulting 26621 S.E. 172nd Phone (206) 392-8996 ASSOCIATES Engineers St., Issaquah, WA 98027 2' A986" RECEIVED CITY OF ithomLA juti 2 0 '1988 BUILDING DEPT. CITY OF TUMVIUk APPROVED J 5 1988 D A/04 a /io1. ra N. a I' 3 q.43 "Az a u cans .. SSL.a —cam+ - 94' L (Jet." z e or ti/cai. Ze L f -2-5.8 P nom, Z.- d�l 5 -'7iC. V' E s Cp W f !Aga ' iJ % /11 (JT/c/ e..foi4— AMCrin. • F. t_ 4) i►o ,. fir, 75" /. C p ,,. 3 (237) ( A l p + 34-O0 + ,ao c.rca.riart,p,e) - .2 46'004' V ? Zz rx'24e SS . /1►o Q ¢, i sSre t 9� S'S� -F /• / z x 3 4-� � . � P , 5' 7zlc- +. ?_,3 3 r7 Z e4., II/ a e • 4-0 o9,_4)-46 tf;•- sy.f • - • !r. I i.);;;;F • • ,,,•• • ).J T • 401.1...01 •••••.- Y 0 /-3 3 3or (P.'s/ • — do•c_ /••••Fie ; ; /4. +3 • x. 1.3 /*2 , 4-.• 427 ado .017 S . et‘ ° x• 0 7 -4- 7,L-3 / / 4r qi frPt• 7e J4- 2r1 L-4 / / 2- /4 3 3V PI/ . .97r7.- R.N -14 47r 5 .4 C eat- co ••■•4 444 Jr • e es), tv .e 1 7 5t, 9. to7 r a 0) er4sr . I . (.. :3'1:0: e .1. , ra.a43. s99:::1 O. z• Z.? 9S-0 la c._ v , * 1 i :ss74 . , ! . , 1 , 1 , , 1 1 ,By Pe.. r urn /J0-70 c_ C3o L ..r i —( J d A a ct Greet— Jet a (24--,0 .2 `. 3> imp., 1NC -ro ►.� vc5t �µ- c 9 -� A —Z . -- B 7 N ti reef.. •w CITY OF TUKWILA ry\_ \c 6200 Southcentern8oulevard BU DING PERMIT APPLIC TION Tukwila, Washington 98188 Control # $ $ /q1 M(206) -433 -1849 JC FLD e/ Site Address i 2'�G © -- / 0 ZLyLO �.vA� v Suite# Floor# ;,1/1-00k4. Project Name /Tenant F"2,.' At J 1-, 1.3C. , Valuation of Construction rj'Q,` Assessors Account# O(L)1120:0016p'O3,(. 21-P Property Owner BCD t)✓2- 1/40 Ttz tv. eil -z-/ Phone / -'f' 2 ef 3 ,c;.Z4 Z— Address ,4 7c -- Nr .D /g DCa �LO.0 247oL4rol c7? Zip ,j'f Sa' Appl i cant Tz eat._ � obN v . . ) A /OC /U / T. 7 Phone 271 - F'5 5? Address (3Lt 4 -5 td Z pc.. 72Lr1J` -'bk; Zip ?PO j? Architect /Engine r V V l Contractor "W K ? _ ?/22A- /46°41.6 ' License# Phone Address f .-2..J',%0, / 10 d 0/2„046-44-9 --- Zip C Class of Work: ❑ New ❑ Addition ❑ Tenant Improvement Q Remodel (residential) ❑ Reroof ❑ Demolition 0 Interior Demolition ❑ Other � 7a-V_-..t1G ` 44 cf45 Describe work to be done mmr I - 4- r/ 1x__2._k__ , "T 2 s 4 ,5 ( ruAin y:n,•i '3 aUSoi; ur<iu,GmsWi iVat4tW 3e 4StY:t.?+" t..x.se ' r 7.1 • iJtvt •7 • eniertar ry irs i'{ -K' ,. , r , <?%: A- •J Y • ,efP </. �. p..: - .. '�. 1'. .'.'y .%itJ>'. f 'r.+{,:+•`.'•P •Y _.^ ✓' ^fi yel�a - .`%,(' �Y �N�. :..•,Yy ^],. tvr!w:';.'C't.V" :.r[� #� s+. �. � i �,i4$/ .�'� _ .ice..,. ,.p. <i '�. � •* •. r• , ,. vx , ,l#s.., . ,. '�'. a � M5ldtr �}t�. :,. .. k`� `�/ 4i��+_ 3' - r..�'. ,.. .. n n, r.�• � .<., ��" cf!''.+y,°�.>� , , s,. .$ PY.� � . , . . P._ r .�;�''"' :g >•� r t ,�i_ I�.I•i Ii Ii Ii s I i I I i;i Ii Ii, l !!t".. a i • f I . lli I ijY. i < . •.,.. . yr . ._ .l . r;,1, w i ..c � , .a. . • � - /1 9 •, s , . f.,.; r ,.•. r .i ,. .r r .1r a ? li iLE c i N FiAlMAi 1 i I i l l i ijl I1lil ijiV iji i l i I i l i I i l i I i t 11 I i I i t i i I i j i l ► L i I + i I i l l I l I i i 111 11111 111111 I l ! l i l i I 1 1 i I i l 1 l i l i I i l i l I l i l i t , l i i i l l t i l l 2 4 6 7 8 1 0 , f 0 1G TIiS INC.. 1 • x�rr f Y \/ G •� ( 'riot e, '.t i$�,due ra the quality -af';Che original document. c 6e I.3e LZ 9� r7C• fie GZ � ...� ',�y ...:.. .. • / -Yr:: Y'•.Y.lu »+IiJPY +',.+SKII c Ei.JY'.," ° -f lilvTrMrifi %-t'`: l.ii'v'.v ':ik liM1Y V l .` �'�'V �� iii `j .., GI 9l G:r li Efit�1 ll (J� llii Iii��!i�iili�iil�rii If the microfilmed document is less clear, ' than this L () S t% 1:n Z l YIW ( i ii, iliiiilii1111 1i1i1iiiiiiil111111ii► I11iil1111li11ihIiiln11Ii11i1111111,awl, COLUMN B 0 (in) T 0 C(t LF - 21E3 3 1 5/8 .071 .742 LF 258 3 1 5/8 -090 .742 LE - 27B 3 1 5/8 -105 .742 L 758 41(16 3 .090 .742 Lk *- 77B 1 5/8 .9752 .105 .742 LE 79B 3 1.1570 .120 .742 LE'-99B 1.3851 .0779 .1 20 .992 15/8 1.5893 -0905 LH795B 5 1/2 BEAM A(fl) 13 (0 T() LH511B 2112 3/4 .2998 .0642 L H 5 31B 3 7/16 3/4 .5145 .0642 LH551B 4 3/4 .6665 .0642 1.H751B L H762B 41(16 1518 .7940 .0642 4 3/8 1 5/8 .9752 .0705 .6642 L H781B 5 1/8 1 5/8 1.1570 L H 784B 5 118 1 5/8 1.3851 .0779 LH 7858 Li/8 15/8 1.5893 -0905 LH795B 5 1/2 151B 1.7873 .0905 LH8959 5 3/4 1 518 2.4982 0905 LH8978 11111111111 5 3/4 1 5/8 2.8573 .1053 • 1 1/2 MIN. LARGER BASE PLATE MAY BE USED. (dPTIONAL) (SEE OTHER DRAWINGS OR CALCULATIONS) „4--•- -34,14) f'4e45,0t-T to/ --Nefas-x--21/21-miN 4" is41,41MUM 3/B APPROVED Em56DMEt41 ,_,(WEDG-IT) EXPANSION ANCHOR ,(MIN) MIN. SIZE rx 31' • SAPETY LOAD- LOCK FRONT ELEVATION FRAME ELEVATION S79 PLATE 7/16*6 HD( v\IEDGitle 5:11.)6, SECTIQN COLUMN TO SEAM CONNECTOR END PLATE WELDS rs, 4 PIN CONNECTOR WWWROMMNSWM Effing6102 INOVilerlititar60 111111111111111111 0 --ft-- 011111111 Illiii11111111111111111iiiiiilli111111111111111111i1111111fillillilil lilillblilli'111111116111111110 2 • ' 4 • • 5 7 8 11 WOE it4 GEF0.0411 12 , • • 01B:' If the'ticrofilmed document is less clear than this --4,ntitPee, it is due to the quality of the original: documenL hc gz "—di" "•-•15f "'""C " L t t3 L. 9 c; ""