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16720 SMOKEY POINT BLVD_046069_2026
S 0'7 P INSPECTION REPORT 4ti1N G rO permit No.: 04 6037 Lot #: Address: I j,2 9 11,- F3•-•' d Contractor: (—A-.-vt 0 -y O Owner: 'n�,�-V— SHIN�'4 Date: _ 1 —y5 ❑ APPROVAL ❑ PARTIAL APPROVAL ,c�❑ VIOLATION CORRECTION REQUESTED ,t—Gerrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL�.3 0674 FOR E-INSPECTION -24 hour notice required. z-. Inspector: �� Date: ' — TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in &Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ir13 P INSPECTION REPORT 1;4 T PermitNo.: ott &n37 Lot #: �Address: i (o 7 iu Sm �,� a i,jco Contractor: "j,4 a Owner: 14u-nc, =a-Date: /D- i3-o�i APPROVAL ❑ PARTIAL APPROVAL ❑ IOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 1 Inspector: Date: TYPE OF INSPECTION REQUEST D ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: io i aZ Awl— INSPECTION REPORT ¢ti1N G TO Permit No.: o'( (9 c 3-7 Lot #: Address: i 6 ) 14 '�+!= PT B,-c-V • Contractor: 914o& 0 -y3, �4 Owner: ku i'n,, ��— �I N O Date: a -1 3-c Y XAPPROVAL 'PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. cmu prep Inspector: �'�-��' s Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing 4 Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: INSPECTION REPORT 1;4 T Permit No.: ®Y (co37 Lot #: Address: �&'7 co S ►8D r Contractor: i` o Owner: u -1—t Date: 9- a-C),-/ ,9 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: 9—'R-oV TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing 0 Drywall, Nailing ❑ Consultation ❑ Foundation -jZ;k(Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: *AD4=.. nlIt'- INSPECTION REPORT �-Zz ¢�1N G 1O Permit No.: o`f &0 3 7 Lot #: Q' Address: 16 ? 1 b SM tC-., P1— 13 O Contractor: o Owner: 4%,i--i v c—rc— I N O Date: 8 -- r v— o y ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION a..CORRECTION REQUESTED 49orrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ej Inspector: L� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation Kr Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: VSPECTION REPORT Permit No.: o'-i too 3 -7 Lot #: t Q' Address: I b '7 t S m k y p r• Contractor: 44k�d O Owner: IN G Date: 7- Z.e - o APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing K Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: &A INSPECTION REPORT � 414 �ti1N G?'O ���Permit No.: � 7 Lot#: C� �' -- Address: Z Contractor: O Owner: 9` 41 N C'"** Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. v"�r4-7-7-c.J 142<,-,- Inspector: SzG� Date: -7 -1-7'Or TYPE OF INSPECTION-REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping eFFooting ❑ Drywall, Nailing El Consultation oundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT N GTO Permit No.: K v37 Lot#: n F' Address: 71 �� A Contractor: � Z O Owner: :��As� 'Ys4 j N G� Date: — A-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping —Ecoting ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: C I T V O F A R L I N G T O N CONST RIJCT I ON PE RM I T Ovner: HUITGER, RON 16720 SMOKEY PT BLVD ARLINGTON 98223 Value of Work: $118, 000. 00 Tax ID: 310529-001-022-00 Phone: 360. 653. 4519 Describe work: NEW CONSTRUCTION (SHELL ONLY) Proposed Use: RETAIL Legal Description: Job Address: 16714-'SMOKEY PT BLVD Contractor's N me2io Type Address License# RAMO CONSTRUCTION GEN 16710 SMOKEY PT BLVD *204 RAMOC**034LK BELLAIRE HEATING MEC 2172 DIVISION STREET BELAIHA163LJ PLB F E R N I T F E E S Equipment and Fixtures Humber Fee Total Charge --------------------------------------- ------ -------- ------------ PLUMBING FIXTURES 6 $10. 00 $60. 00 FURNACE/UNIT HEATER 2 $15. 00 $30. 00 AIR HANDLING UNIT 2 $11. 00 $22. 00 VENTILATION FANS 2 $7. 00 $14. 00 WATER HEATER 2 $15. 00 $30. 00 GAS PIPING 1-5 OUTLETS 1 $6. 00 $6. 00 S U B T O T A L. . . . . . $162.00 TOTALS Fee Permit Fee $1, 208. 85 Equipment $102. 00 Fixture $60. 00 Mech Permit $24. 00 Plan Fee $785. 75 Plumb Permit $25. 00 State fee $4. 50 Traffic Mitigation $5, 190. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $7, 400. 10 I HEREBY CERT FY HA HHAVE AND EXAMINED THIS APP PAYMENTS. . . . . . . . . . . . . . . . . . $725. 00 KNOW THE SAME TO BE TRECT ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $6, 675. 10 ORDINANCES GOVERNING THIS TYPE OF WORK WILL MPLIED WITH WHETHER �SPE OR NOT. DATE RECEIPT # B L ;NP0FFPjy1AL_-- 1 F h�ls l )• 1 i�it -1 t i it 15"1 1 1-1 �_ ) . , 1 I Y: . `�Y .�� r .+. _r.•_ �, xl ':� „t. : , . ��IJtNF 1 A F•:14{J ! Wat', :A-IOW '10l 1 uv111 J ATJi� ;ouU tigu1-lio ill :IrlaiJc)i•i:�::4IU ir�Ny.l ,L.:,;�:,�1:. ,J s:E:�l TLI.A •{4 Y•r -ilsti;h ram' �iu.t.::c.�tnu:! :,. ! I�,i'• 1 . ,•; 1 ' i , 1 Yl.t! ) 11Q1 T3UH - W0 a"L;*11Aii Al Fi is :-I _ :1 - .1- -• 1 1- - -M 11 -_.I I - - ---- - --�- '- ----- •- � I %111-1c:{i•, 1 11)'I• 1_ ill tlii - - - u-J-iuJxiA bilk.; !„-imq J_luIli 1 �,VtI) l,y'..' I .; I f:! I 1 1 1 •1.1 l•F/4 I 'I r f� 1 1 IJ _ `"t:V . I! � I11 1. �7`t •1c1 1 I 1 Nei . /i . . . .J A •F• U '1 Ll LI .� 1 ;.. .it •'' 1 rtt. ,__ t 11 Li <, a ) 4v��..;\�, � 1� '``l� -._; .�N L)'f A h c.)l is • c11 .NN(t ,\:. . . . . . . . . . . . . . . . , ,:I;•I••1 JA•1'U•i' it ;, :1FI 1- wi 41A COIN 10: . . . . . . . . . . . . . . . . . .iYl14AInYAII A,. . it N.L .c VI) ..1,;' . . . . . . . . . . . . . . . . ..JUU .iA•I'(_).' ...al; : ll•IW i-1 { � '� '1'•. . _;.flh� .� :'d I:'r!1 V! - - - - - - -- IA 1'11 A'•111 ilh C I TY OF ARL I MC3_rU 1 COhIST RUCT I C3M PE RM I T PE RM I T MCI - _ G51e+-61D6 9 OMner: HUITGER, RON 16720 SMOKEY PT BLVD ARLINGTON 98223 Value of Work: $26, 000. 00 Tax ID: 310529-001-022-00 Phone: 360. 653. 4519 Describe Work: TENANT IMPROVEMENT Proposed Use: OFFICES Legal Description: Job Address: 16716 SMOKEY PT BLVD i Contractor's Name Type Address License# RAMO CONSTRUCTION GEN 16710 SMOKEY PT BLVD #204 RAMOC**034LK P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge PLUMBING FIXTURES 9 $10. 00 090. 00 FURNACE/UNIT HEATER 2 $15. 00 $30. 00 VENTILATION FANS 2 $7. 00 $14. 00 WATER HEATER 2 $15. 00 $30. 00 GAS PIPING 1-5 OUTLETS 1 $6. 00 $6. 00 MISC EQUIPMENT 1 $11. 00 $11. 00 S U B T O T A L. . . . . . $161.00 TOTALS Fee Permit Fee $443. 75 Equipment $91. 00 Fixture $90. 00 Mech Permit $24. 00 Plan Fee $288. 44 Plumb Permit $25. 00 State fee $4. 50 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $966. 69 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $317. 00 K THE SAME TO BE TRUE AND COR- K C ALL PROVE ION OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $649. 69 O D NANC - GO RN G THIS TYPE OF W R WJ L MP ED WITH WHETHER E IFIE N NOT. DATE RECEIPT # L INd orrl L !,; 1 1 ( ' )r',1 • ) r1r�s wi 1E••i E ? 1'•'1iE ..l• iAH 012 i E i-I:a: •:1.i arrcrrFlbA *•a,rra'1,•FJ ,J a� 9"1J�t7A •�rr�'I �rlr: ih �' ' zu_t:1s i 4nYr;? f )f R; -J i aF► !i;ri:l 11sFE �z_r'! ,3-j � A :a� ru,l xi b'i nr� iarrn [.r r� rp�J 1 �k'•.. vj�._ P i_`43' • . A>1.1 '�..I 1.' :1.- ,1 llW Inky .18.1.P . . .,_E A T i_) T ii i_J AAA �i``A1! f. A!!'i l''i l ?'tJ j �i];{'t1:i:i �'�) .Y)cyl.'. . . . . . . . . . . . . . . . .A'-' .:A`i 1+ —I'4'-j i'.::.1 !1 f- !:.1::3b1.1.:":1:::'3 U V A i?t! ' i1, Si'T t'•: :'.::1 !i ! vi%.s r, fV(� .S' E.F; . . . . . . . . . . . . . . . . . .i::'E'YtAM f A`> atAri :'f;H, �E! , 'L'.'{ !•i .1.1A Ij;�5"! ''•1 '�!(:..t S!•.-h1;'t:-1'i !.' ) .F'I�e)a' . . _ . . . . . . - . . .:Jl1U ..EA I€1.i_. ! , A., 4 1+4,w-La CITY OF ARLIr4GTON 3-5-3 3 2- CONSTRUCTION PERMIT vq'lY�� / ❑ COMBINATION R(BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT" NO, OWNER MIL ADDRESS LITY 2IP PHONE tTa mc-+J Q L4 f 5 TG IF 1 ' 72c� Alt " 't''T- -G�" ARCNI TEC OR DESIGNER ILA DRESS CITY —�1� PHONE r t n-c:rs V�4 GENERAL CONTRACIO. MAIL ADORES' CITY Zlf PHONE LIC 0 MILCIIANICALCONTRACTUR � M11AIL ADDRESS CIF-Y T tip PHONE LICENSE I �I\ UUMSING CO/�NT/R .T.O.}R- MAIL ADDRESS CITY 21P /HONE LICENSE F t-jt I 1 l CLASS OF WORK �NLW [I ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUA ION OF WORK G70 UC RIOE WORK PRUPOSID USE OF OUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DtSCRI TIUH Of PROPIL R Y S N BELOW 09 ATTACH POu ES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK u,/9 BLuc OF WILL B OMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THE i- GRAN N OF PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLA E CEL 7HE PROVISIONS OF ANY OTHER STATE OR T AK ID NUMBER LOCH AW LATING CONSTRUCTION OF THE PERFORMANCE OF CON a PER. PIRE5 1 YEAR FROM DATE OF ISSUANCE. 5I(NA 121DACENT DATE IOB AtIDRLSS O N l ull(o Xull , (OFFICG USE:ONLY) MECHANIC ff PLUMBING Np. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET ITOILtT AIR COND.UNITS-H,F EA. BAI II1 UB REFRIGERATION UNITS-H.P.EA_ LAVATORY(WASH BASIN) BOILERS-M.P.EA SHOWCR CAS FIRED A.C.UNITS-TONNAGE E KI ICIICN SINK&DISP. FORCED AIR SYSTEMS-B.T. E4 UISHWASIIEk WALL HEATERS-B.T,U, M V TV LAUNDRY 1RAY UNIT HEATERS-B.T,U. CLVIIILSWASIILK EVAPORAAII`!E L e n WAILit IIEATLR CLO URINAL VL LA t)RINKINL FOUNTAIN kANG QOD COMM MERCIAL I'LOUR DRAIN AIR HA ULING U IT VACUUM BREAKER5 570VE ROOF DRAINS-RAINLEADERS MtTAL FIREPL '6 CHIMNEY — SINK(SERVICE-BAR,EFG) WATER MEAT / F GAS PIPING SUB TOTAL f SUB TOTAL f PERMIT f PERMIT + TOTAL FEE + TOTAL FEE ! SIDL YARU SX�,PA�K STRIE SC FBAC� R�All�YARIlBACK nAH CHECKN MRER PLANCHECKFEE `) , JIFEE Z/r-7 - RECEIPT�Pr if'OUy I LOT ARIA v FEISS VALUATION FEE YES 0 IYPt OF ONSI OC UP NCV GRUV► NO.OF'DWELLING UNITS PLAN CHECKING VO✓ BUILDING $ 0�J ,I-J SI. 'OV BLDO. NO.OF STLIRILS MAK.OCC LOAD 1/C• PLUMBING FIRE SPRINKLtRS REtIUIRE6 ©YES ❑NO MECHANICAL COMMENTS 'UTE BLDG.CODE I I S`Q ......aaa w ENERGY CODE SURCHARGE `'/ RECEIVED PENALTY U.B.C. 301(Fl wATER/sewER FEES TOTAL PERMIT VALIDATION `/ �I WHEN PROPERLY VALIDATED TIN THIS SPACEI THIS 15 YOUR PERMIT b RECEIPT OA BUILDING DEP T PMD— CRII BV 6UILDING OFFICIAL OATS cc:ASSESSOR,APPLICANT,TREASURE FI,SLOG.DEFT. RECORDS COPY _ ,4�_ r _ � s i�� • �� , City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: c2 BP M. 04-LCLCf DATE: 7- I r CY RETURN THIS FORM BY: PROJECT SUMMARY: T'eNaw-i nA RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES Ule BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked PLEASE MARK ONE BOX, SIGN,DATE, AND RETURN THIS FORM TO LINDA. ❑ OMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE dM City of Arlington T44W Building Department REQUEST FOR REVIEW FORM I . NAME: BP #: 04- DATE: Q 6`i, / RETURN THIS FORM BY: PROJECT SUMMARY: 7--e.yt C[,Al :2 kK f'L� RESPONDING DEPARTMENTS: ❑ TOM C., FIRE 1,96MlIL., UTILITIES `IVIGC Vim{ S V t I�Gr G ❑ BILL B., NATURAL RESOURCE 0G❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 7 �/ I City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: BP #: 04-UtL ci DATE: 7` I-C`/ RETURN THIS FORM BY: 7" 17-0`1 PROJECT SUMMARY: TAN Q-Xf -�- �'1'1rt Q lryv 21 �L� " �(- I RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO 9 NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE EPA n �,= � P--;� ® &D 37 . • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: it �2 BP #: 04- � DATE: 7- I-CL/ RETURN THIS FORM BY: 7- 17_c�4 PROJECT SUMMARY: 1<90a w-f —t— Mt l) 6v 2 A-Q-1, ' RESPONDING DEPARTMENTS: ❑.,/`TOM C., FIRE KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS �� �� � I e, 6j 0.�� F-17�VW REVIEWED BY j u-!n DATE RECEOVED uuuu JUL 02 2004 Utilities Dive • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: iTu( u2 BP #: 04-LaCLC( DATE: -7- r-C y RETURN THIS FORM BY: 7- I-7-� PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO JQ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS � 5�✓u�c-T,o'j S%-IG- C� REVIEWED BY r DATE 0 1.7(-tGQ 0 0 41 City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: A-u( c 2 BP #: 04-tadj C, DATE: 7` I-CL/ RETURN THIS FORM BY: PROJECT SUMMARY: TTekla-A f- A— W%,tp y6v cuAki f RESPONDING DEPARTMENTS: TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. Q COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS DATE REVIEWED BY - G 0 0 1 To: Building Department From: Tom Cooper Ref; Huitger-04/6069 July 7,2004 1. Install fire extinguishers in new conference room and large open area on east side of building. 2. Provide approved address if not existing. l ■ - na l ' :n Z_• lit tl n • 4 City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: T -LjL; 4,9 c2 BP #: 04-LaCL cf DATE: 7- I-CLI RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS: TOM C., FIRE Wro KAREN L., UTILITIES BILL B., NATURAL RESOURCE Sk*r YVONNE P., PLANNING 4001�GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE � 1 � * - ; t � +�� ` r .� �� T„7, .e S s: .153......,mokeyu Point Blvd...................................................................... Date of this submitta 06.02.04 • ......................................... Project Nu mber:umber; Permit Number::&03 Instructions: See reverse HEATING EQUIPMENT SIZING FORM Jul 2002 Y Building Description Including (1)Component (2)Component Component U-Factor or F-Factor Heat Loss Factor Square Feet(SF) Heat Loss (HLF=U x 460 At) Linear Feet(LF) (HLF x SF Cubic Feet(CF) LF or CF) A. Window, Single, uncertified (U= 1.200 ) 55.2 /SF x Glass Block Double, uncertified SF= Btuh (U= 0.590 ) 27.1 /SF x ..................... Sliding&Swinging NFRC certified 756 SF= Btuh (U= 0.590 ) 27.1 /SF x ............................. Glass Door NFRC certified 756 SF= 20518•"�Btuh (U= 0.350 ) 16.1 /SF x ........ ..................... Skylight Skylight,single, uncertified SF= Btuh g (U= 1.580 ) 72.7 /SF x .............................. ..................... Garden Window Skylight,double, uncertified SF= Btuh (U= 1.050 ) 48.3 ISF x ............................. Garden window,single, uncertified (U= 2.600 ) 119.6 /SF x ..............................SF= Btuh F ...................... Garden window,double,uncertified (U= 1.810 ) 83.3 ISF x """ "'""""- ' Btuh = Other SF- Btuh ............... Other SF= Btuh W B. Opaque Door - (U= ) ISF x SF= .......I..............Btuh Wood,in wood frame (U= 0.460 ) 21.2 ISF x .............................. Foam insulated,in metal frame (U= 0.370 ) 17.0 /SF x SF= Btuh Foam insulated,in wood frame (U= 0.160 ) 7A!SF x SF= Btuh Other_Storefront_ SF_ Btuh _ (U= 0.590 ) 27.1 ISF x ......•....42. RooflCeiling None 1140 Btuh (U= 0.400 ) 18.4!SF x ••............................ ...................... Insulation R-1g SF= Btuh ) (OPAQUE area only, R-30 (U= 0.049 2.3 /SF x •SF= Btuh (U= 0.036 ) 1.7 ISF x .»»»...................... ........... 9...... does not include R_38 3200 SF= 5299 Btuh (U= 0.031 ) 1.4 ISF x ........................... skylight area) R-4g SF- Btuh (U= 0.027 ) 1.2/SF x ........................... R-, SF= Btuh D. (U= ) /SF x .............................. Wall Insulation, None • SF= Btuh (U= 0.250 ) 11.5 ISF x ............................. ...................... above and below R-11,wood studs SF= Btuh (U= 0.088 ) 4.0 ISF x .............................. ......................grade R-15,wood studs SF= Btuh (U= 0.076 ) 3.5 ISF x .............................. ...................... OPAQUE area only, R-19,wood studs SF= Btuh (U= 0.052 ) 2.4 ISF x ......... .................. does not include R-19+R-5 cavity,wood U= 0.046 1872 SF= 4476 . .Btuh ( - ) 2.1 ISF x .............................. ...................... window&door area) R-11,metal studs SF= Btuh (U= 0.140 ) 6.4 ISF x ...................... R-19,metal studs SF= Btuh R-13+R-3.8 cavity,metal (U= 0.084 SF= Btuh R-13+R-10 cavity,metal ) 3.9 /SF x ............................• SF= ......................Btuh (U= 0.057 ) 2.6 /SF x .......... R- SF= Btuh (U= ) ISF x .................... E. Floor Over None SF= Btuh (U= 0.134 ) 6.2/SF x .............................. ...................... Unheated Space R_19 SF= Btuh (U= 0.041 1.9 ISF x .............................. Insulation R-30 SF= Btuh (U= 0.029 ) 1.3 ISF x ............................. R--_ SF= Btuh (U x° ) ISF ........................_.... .. . F. Slab On Grade Floor None ................... SF= Btuh Perimeter Insulation R-10 (F= 0.730 ) 33.6 ILF x(F= 0.540 ) 24.8 ILF x '•••••••...•••'-••••••••••• Btuh 240 LF= ...................... (use linear ft,NOT sq.ft.) R-_ (F= !LF ••-••••••••••••-•••••••••••••• ,••,•.5962 Btuh G. Basement Floor I None F_ ) x LF= Btuh ( = 0.460 ) 21.2 /LF x .......... for heated space ONLY) R- (F= ) !LF ,..•••••••••••••••••••••• _....... Btuh H. Infiltration I Pre 1980 x LF= . ...........Btuh (.018 x 1.2 ACH) 1.0 ICF x ..........CF_ ........... (use cubic ft, NOT sq.ft.) Post-1980 - Btuh (.018 x 0.6 ACH) 0.5 ICF Btuh x 28800 CF= 14400 (4)DHL/SF: DHL divided b ...................... Y( 3200 Heated floor area in SF) (3)Total=Design Heating Load(DHL)in Btuh 51796 Btuh 16 Btuh/SF or 4.7 Watts/SF If electric,divide by 3.413 for DHL in w ............. ... Watts .................. . C (Typical values for DHL/SF for new construction are 10 Btuh/SF or 3 Watts/SF.) V {��' (5)Space Heating Equipment Sizing Limits (6)Proposed Space Heating Equipment Minimum required size=DHL x 1,0= 51796 Btuh or 15176 Watts Manufacturer. Maximum allowed size=DHL x 2 0= 103593 Btuh or ...........�...................�.,:,�.: t�` LNG..•....••.•,••••••..•.. 30352 Watts Heating output: Btuh �' � �I� "�"'�� ff0ency AFUE JOB ?hone: 425359`.'1% Fr♦„, .,1�0.6�8.9932 SHEET NO. OF Emair, borcorp.tb@verizon.net CALCULATED BY DATE CHECKED No 0- 0- SCALE low 1 ? f i 1 i i 1 I t`1 T. _................ �1CHIYCr — : — � =- 4e W �a , d � � � � ,s, 4 � 3,,r f ' . JVtl 5HEET NO,_ • f ILI -- — —— — Or GALC•ULATED BY- : — — DaTG _ CHECKED BY--_ ---- DATE Sr_-ALE Y JAZ- tob ,,. VOOO— • #p� k 1c 'iiTE RE D O f E W 1- " V L mho Wll(o:2— )-2,X4997 ....a"'F85 CUSTt_hl"printing s,j, . .•ri:-::.,. ,Ili '!ice:. 40. Pone: 425.359.1034 JOB Fax: 360.658.9932 SHEET NO. OF _ Email: borcorp.tb@verizon.net CALCULATED BY DATE CHECKED BY DATE SCALE _ _ _ � 404 40000,u ' ( 1 44 rTi- -f-- T- - f 1 1 J 1 I � 1 1 � - _ � _ � L � - ~ � ~ �, � - � � _ J ,� 1 1 I� ;�i Phone: 425.359.1034 JOB Fax: 360.658.9932 SHEETNO. _„ _ OF _ Email: borcorp.tb@verizon.net CALCULATEDBY _ DATE e CHECKED BY _ - - DATE SCALE t�xtS~C"• s'T"t> 14 p C2 � 2. IL As -41 Phone: 425.359.1034 JOB - Fax: 360.658.9932 SHEET NO. OF Email: borcorp.tb@verizon.net CAL(�uwTFDBY _., DATE16 _ i CHECKED BY_._ DATE SCALE^ / PZIII 1 1 ST G ST4-lt>' - �� 1 Ix (F, r C ) U 1 14,-`?9 z) 40 �•1 Stron�Tie SET E IPGOX BTRENGTN ANCHOR SYSTEMS Shear Loads for Threaded Rod Anchors in Concrete Shear Load 1. Allowable loads may be increased by Based on Steel Stren th 331/3%for short-term loading due to wind -- ---•--) - --•- or seismic forces,provided the allowable Rod Dia. Drill Bit Embed. �A307 A193 GR B7 F593 shear load values do not exceed the allowable 1 Dia. Depth (SAE1018) (SAE 4140) (A304SS) loads based on steel strength for ASTM A307 in. in. in. Allowable Allowable Allowable threaded rod. -�mm rani lbs. kN lbs. kN) lbs. kN 2, Refer to page 36 for load adjustment factors ---)----' � -��. (_.__......_ __��.. for spacing and edge distance. 3/8 ( 3 1/2 1,085 2,340 1,870 (9.5) 1/2 ( (88.9) (4-8) (104)„ 8.3 112 i,-4 114 9 0 - _-L_.�- _ ...�18:5� .. 14.8 5/e 314 5 3,025 6,520 5,220 (15.9) 127.0J _ (13,5) _0I 23.2) 3/4 6 6,385 171.5 �19.4 41.8 _ 7/8 1 7 3/4 5,925 12,770 8,685 (22.2) -- (196_9L (26.4) - _ (56:8)- (38^6)- 1 1 1/8 9 7,740 16,880 11,345 J__�228.6 34.4 S'75.1 (50.5- Shear Loads for Threaded Rod Anchors in Concrete, Load Applied Parallel to Concrete Edge 1 i Shear Load Based an Shear Load 1. Allowable load must be the lesser of the shear load Concrete_Edge Distance Based on Steel based on concrete edge distance,steel strength or wood hearing capacity. Rod Dia, i Drill Bit Emhed. Min. - Strength A307 2. Allowable loads may be increased by 331/3%for short- Dia. Depth Edge Dist. (SAE SAE 1018 term loading due to wind or seismic forces,provided n in. in. in. Ultimate Std.Bev. AllOwagle the allowable shear load values do not exceed the Allowable allowable loads based on steel strength for ASTM A307 -(rant) �mm _-(mm) lbs.lkNL lbs.2N) -Ibs.�kN� lbs.(kN) threaded rod. 1/4 8,4 _ 3. The allowable loads listed under shear load based (12.7) SIB I 11 44.51 _ .8) _(2�9) 9.5 g•g on concrete edge distance are based on a safety _ )_ --- factor of 4.0. 5/8 5 1 3/4 8,857 225 2,215 3,025 3/4 4 Refer to page 36 for allowable load adjustment factors (15:9) _- �127A 44.5 (39A�-1.0 9.9 (13.5) for spacing. ,nsion and r Dowe SAAMilk Tension and I Tension Load Based on Bond Strength Shear Load i Based on Steel _ Strength Rebar Size Drill Bit Embed. fc>=2000 psi(13.8 MPa)Concrete I'c>=4000 psi(27.6 MPa)Concrete ASTM A615 I Dia. Depth __ _ __ _ _ Grade60 No. in. in. Ultimate Std.Bev. Allowable Ultimate - Std.Bev. Allowable Allowable (ram) ; mm ,Ihs_(kN Ihs. kN lbs. kN lbs.(kNL lbs.{kNJ lbs. kN Ibs.(kN) #4 518 4 1/4 16,480 245 4,120 18,320 560 4,580 4,800 (12.7) (108.0) --(73.3) -��1)_ __ -- (18.3L_(81,5)� 2.5L- 20.4 T^ (21.4 -__ #5 5 24,600 2,598 6,150 26,040 1,740 6,510 7,440 3/4-- �127.0 109.4 1 01.6 27.4 115.13 7.7 - 29.0 33.1 #6 718 6 314 38,380 4,044 9,595 40,500 1,533 10,125 10,560 119.1) (171.5) 070.7) 18.0 42.7 180.2�^ (6.8) 45.0 47.0 #7 1 7 3/4 47,760 1,266 11,940 47,760 1,266 11,940 14,400 i 1 (222) _ --, (196L 212.4 5.6 53.1 212.4 5.6 53.1 64.1) #8 1 118 9 60,600 2,433 15,150 60,600 2,433 15,150 18,960 -(25.4) -_ 228.6 -i269.6 _ (10.8 {67.4) -1269.E 10.8 67.4 - #9 1 1/4 9 0 15,150 • 0 15,150 --24,000 (28.61 -_ (228,6) _ 67.4 67.4 {106.8) #10 1 1/2 12 0 0 15,150 69,600 0 - - 17,400 30,480 (31_8) (304.8) 67.4J_ 309.6_ __ �77.4 (135,6) #11 1 5/8 14 • • 15,150 84,900 `� 21,225 37,440 (3� 67.4 ^ 377- 94.4 (L66.5) 1, Allov;abte load must be the lesser of the bond or steel strength. 2. Allovnhhi tension loads may be increased by 33�hWo for short-term loading due to wind or seismic forces. 3. The allowable loads listed under allowable bond in the table are based on a safety factor of 4.0. -1. Refer to page 36 for load adjustment factors for spacing and edge distance. 5. Reler to Temperature Sensitivity Chart for allowable bond strength reduction for temperature(tension only). 6. Anchors can be used to resist tension forces in ceiling or wall Installations when special consideration is given to fire-exposure conditions. 7. Movable load based on bond strength may be interpolated lot concrete compressive strengths between 2000 psi and 4000 psi. 26 ■ 11 n e - r J • ti ' �1 HDA/HDHOL . . Holdown are used to transfer tension loads between floors,to lie purhns to masonry or concrete,etc.Use HDAs and HDs for overturning �n H ® requirements and other applications to transfer tension loads.All HDAs -a —� (HD2A 'ml ar) and the H015 are sell-jigging,ensuring code-required minimum 7 boll U.S.Patel diameter spacing Irom the end at The wood member to the center of the se �� No.4,665, 2 first bolt hale. 0H Canada Pale 1 HD6A• HD8A,HD10A and HD14A's seat design allows greater I No, 1,253,48 P installation adjustability.An overall width of 311e for the HD6A,H08A and I — HD10A.and 31/"for the H014A provides an easy fit in a standard 4x wall. I N6 I_•a HDA SPECIAL FEATURES: i _T •Single piece non-welded design results in higher capacity. 11 h d�. q Threaded Studs •Load Transfer Plate eliminates the need for a seat washer. 0 �w� _{ •Fewer inspection problems. JFoor MATERIAL: See table / Jol;t FINISH:HD2A•5A,GA,8A, 10A—galvanized. H08A may be ordered HOG; 2-2x check with factory. HD14A, HD15—Simpson gray Blacking Y p g y paint 'Y' INSTALLATION:•Use all specified fasteners. See General Notes. ® WASHERS BP •For an improved connection,use a steel nylon locking nut or a j ST �D as Ire thread adhesive on the anchor bolt. BETWEEN H010A �T"ns hrci:yow •Bolt holes shall be a minimum of 1/32"to a maximum of 1h6' (HD6A, HD8A �U WASHER loc larger than the boll diameter(per 1997 NDS,section 8.1.2.1.). and HD14A i!i!`li IILI •Standard washers are required between the base plate and anchor HERE�° nd;•, out(HD15 only),and on stud boll nuts against the wood.The similar) Load Transfer Plate is an integral pail of The HDA Holdown and I Typical H05A no washer is required.See page 12 for BP/LBP Bearing Plates, STANDOFF H Tie between Floors PROVIDES .j •See SSTB Anchor Bolls,Simpson's Anchoring Systems and MINIMUM END Additional Anchorage Designs for anchorage options.The design DISFANGE To achieve table loads,the ila. engineer may specify any alternate anchorage calculated to resist THROUGH gd;' minimum bolt end distance g the lension load for a specific job. BOLT is seven bolt diameters.This distance is designed into ,w •Locate on wood member to maintain a minimum distance of f holdoEwns.Bolt end distance seven boll diameters,distance is automatically maintained when 1 may be increased.provided the •r;.' - o end of wood member is flush with the bottom of the holdown. 0 Typical H015 anchor nut is Rol over-torqued. t, Holdown which could split the stud. I •To tie double 2x members together,the designer must determine Installation Deflection values may be higher. 1 the fasteners required to bind members to act as one unit � •' ., without splitting. u „M •For holdowns, anchor bolt nuts should be finger tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over-torque the nut. •Stud bolts Should be snugly tightened (1997 NDS, 4,section 8.1.2.4). •To lie double 2x itienibers together,the designer must ° 0' `a l ;fP.terilline the fasteners required to hind netnbet's to act ' as ene unit without splitting the wood. •For additional information, request T-HD 01. Typical HD5A Holdown HANGER NOT SHOWN 1,C)PES:Se;, page G for Code Listing Key Chart. Installation with SSTB anchor bolt. FOR crAHITv _ - — --- Washers are not required at the base. HDBA Installed in Pairs(Top View) teria Mal Dimensions _ Fasteners Allowable Tension Loads'-'•'(DF/SP)(133) Holdown1° Hnldniam'" Model Stud Deflection li,mlcr:fitio at I Bolts Machine Avg Length of Boll2,3 at Highest Highest st r Ilnv,ahln Crdc Ga Ga No. Base Body H94 SB W H B so CL I Anchor: Ult in Vertical Wood Member Allowable Desire Loali f �Diae,e Design irllhclr R i,.:•r!0tf 11/z 01y Dfa 2 2Yz T3 31/2 51/2 Load 1lif Sill Plat€:. H02A i 12 4'%6 2y ' 8 2js % 15is % 2 % 12150 1555 '2055 12565 12775 2775 2760 0,058 0.077 H05A�3;10 3 3yd 9%s i 3%s Yz 2%s %or% 2 - - .- -- 2.43.82 20767,1870 2485 30A37054010 3980 0.067 _ 0.117 HD8A ;5� 7 6/` 3y 3y 11yfi 3/6 %6 2Ys ie 2 Y, E28667 3 2275 2980F3363J55105 5510 0.041 j 0,125 2.82 H08A Y, 7 6X, 3yz 3y, 14%s 3%s %s 2Xs `/ 3 % 3220 435015 16465 7460 7910 0.111 0.121 — HD10A �--- 2,37.82 % 7 6/E 3y 3y, 18y16 3/s %, 2Xs % 4 % 28667 3945 5540 6935 8310 9540 9900 0.269 0.269 HOIdA' 3.� 3 7 A 3y, 209is 3% % 12%s 1 4 1 36167 — — — = 111080 13380 0.215 0.282 2,82 - (HD15 d i 3 7 4 3y 24y 4%, 3% ' 2ya 1Y 5 1 55333 — — — — -- — • . 15305 0.082 _ 0.082 �2.43.82_ 1.Allowable loads have been increased 33%for 4.HB is the required minimum distance from the 9. See page 9 for testing and other important information. earthquake or wind loading with no further increase end of the stud to the center of the first stud bolt 10,Deflection at Highest Allowable Design Load: allowed;reduce where other loads govern. hole.Lind distance may be,increased as necessary The deflection of a holdown measured between the D 2.HD15 requires a minimum 6x6 nominal post. for installation. anchor bolt and the strap portion of the holdownMinimum post size is required to ensure the tension 5.The designer must specify anchor boll type,length when loaded to the highest allowable load listed in .'� load cal lying capacity of the critical net section and embedment-See SSTB Anchor Bolts and the catalog table.This movement is strictly due to the 1.� meets the holdown capacity. Additional Anchor Designs. holdown deformation under a static load test conducted 3.Use a mininwm 4x6 nominal post for the HD14A. 6.See page 10 for anchor bolt retrofit. on a steel jig, ` Minimum post size is required to ensure the tension 7.Lag bolts will not develop the listed loads. 11.For Hem Fir values request T_H`I191:•!a-ltir=_ i load carrying capacity of the critical net section S.Full tension loads apply when HD5A is used with imeets the holdown capacity, a 5/6"anchor bolt. 21 n PHD • ., . H. .. ,_ �-- The Piedeflected Holdown (PHD)is a revolutionary development in holdw.in connections. Predeflected during manufacturing,the PHD virtually eliminates deflection from material stretch. SPECIAL FEATURES: Typical PHD m1l•.i PHs l J •1rUood screws reduce slip due to overdrillerl bolt holes. Installation °D olh •Smallzrcenterline reduces eccentricity in the stud. ® imilar) II a •No stud Holdown s bolts to countersink. m� �" i •The slot in the seat provides anchor bolt adjustment. �� No.5,979a,130 I, (� •Fits easily on a 4x stud. { MATERIAL:See table, FINISH.Galvanized. ' INSTALLATION:•Use all specified fasteners.See General Notes. y ill •Place.the PHD over the anchor bolt. t ra ( •Install Simpson's code-recognized SDS'/4x3 wood screws,which are provided with the holdown. (Lag screws will not achieve the same load.) ^ `` •For an improved connection, use a steel nylon locking or a thread adhesive on the anchor bolt. y g nut•See SSTB Anchor Bolts,page 18.for anchorage options.The design engineer t may specify any alternate anchorage calculated to resist the tension load fog a specilic lob.Anchorage length should lake the bearing plate height of Iva For holdowns,per ASTM test standards,nuts should be finger-tight plus'/3 anchor bolt s into account.to ensure adequate length of threads to engage the nut. turn with p For 3x sill plates use SSTBL. a wrench,with consideration given to possible •To lie double 2x members together,the designer must determine the fasteners future wood shrinkage. Care should betaken 'd required to bind members to act as one unit without splitting the wood. to not over-torque the nut. iar Code Listing ICey Charr. Dimensions I Fasteners ANowahle4 I Hold4ad ldown7 t ensron Loans flection it y Model ' i Simpson Avg i 2-2x and I at Hhest Code 5DS/�X3 Ga 1 Anchor p Ult Greater Vertical Alloow Ref. Screw No. , H e I I Dia. Sw Wood Wood Member I Desigign Load y US Patent No Screws (133) j Faised HANGER 6,109,850 —t— NOT 1 I_ 10 12,520! 3610 . .076 SHOWN See serer PHD5-SDS3 14l 3 11%0 2% 1% / 14 15,670 I 4685 - tale on 31,98 Ipage lU PHD6-SDS3 12 yb,13'%of 2% 1%B jB 18 18,250 5860 .077PHD8-SDS3'10!3 !17 2/ 1/ 7a ,243 6730 . 660 Top View r _ -^ _ _ ^✓ /,o Typical Concrete +gyp 1.Allovmble loads have been increased 33%for 5.Deflection at Highest Allowable Design Load:The deflection of a Wall PHD Offset ^! earthquake or wind loading with no further holdown measured between the anchor bolt and the strap portion Installation increase allowed:reduce where other loads govern. of the holdown when loaded to the highest allowable load listed in 2.The designer must specify anchor bolt type,length the catalog table.This movement is strictly due to the holdown B,SDSI/4x3 screws are required for PHO's. and embedment.See the SSTB Anchor Bolts, deformation under a static load lest conducted on a steel jig. Call Simpson for PHD loads using 3.See page 12 and 34 for retrofit anchor bolt. 6.Installs best with a low speed YV right angle drill with a shorter screws. 4.Loads are based on static tests on wood studs, 3W hex head driver. 9.For Hem-Fir loads,request Technical limited by the lowest of 0.125"deflection,ultimate 7,PHD installed raised off the sill plate has greater Bulletin'I-HEIVIFIR 311. divided by 3.or the wood screw value. deflection values. CONCENTRIC HDICH• .• HOC product line eliminates eccentricity. Installs with SOS screws(included) • 4 to reduce slip and maintain post capacity. MATERIAL:10 gauge strap. FINISH:Galvanized strap,aluminum base. • HDC10 INSTALLATION:•Use all specified fasteners.See General Notes. For holdown]be • Install on concrete. per ASTM le • US Patent • Sized for 2-2x,4x and 2-2x6 members in two load capacities. standards,anc • Pending • Concentric to eliminate bending on the stud. bolt nuts shoul !Install Simpson's code-recognized SOS,/4x2l/2 wood screws,which are finger-tight p • H provided with the holdown. (Lag screws will not achieve the same load.) 1/3 to 1/2 turn with ° • Slot in the seal allows for%"of adjustment perpendicular to plate. a wrench. ° • Witness slot in the base to inspect the nut. • Maximum anchor bolt height above concrete is 21d. I S 'lu tin detiale 2x members together,the designer must determine the fasteners 9 ( ZrJi retlgired to bind ntetlibers to act as Olte Ultit wiflrout splitting the wond. _ 4 LG;u S:See oac:o S To Code Listing Key Chart. Model Post I Number Allowable Coucr_ ele �oldown Deflection Code 8�*ice W I H B ii Anchor of SOS Tension Bearing' al Highest Allowable Ref. 0 No. I Size I Bolt 1/4x21/. (133) @ 2500 psi Design Load o HDC5/22-SOS2.5 2-2x4'i 3Ys 1 93/e �3 19/161__y/s 12 4870 7460 .032 Typical HOC Uses _ SDS'- l HDC5A-SDS2.5 4x4 39 9Y0 ,3 113I— 5/e , 12 4970 9U60 .032 160 Installation with Screv. HDC10/22-SDS2.5 2-2x4 31/6 143/u 3 19/16 '/e 24 9665 7460 .075 2-2x4 studs RFB HDC10/4-SDS2.5 l 4x4 3 -'— 9/�e14 e 3 113/is ,ie 24 9665 9060 .075 (Similar with - / 2-2x6 studs) o 1.The designer must specify anchor bolt type,length when loaded to the highest allowable load listed in the catalog table.This and embedment.See the SSTB Anchor Bolts, movement is strictly due to the holdown deformation under a static load test 2.See page 12 and 34 for retrofit anchor bolt. •conducted on a steel jig. 3.Loads are based on static tests on wood studs, 5.SDS screws install best with a low speed 1N drill with a W hex head driver. limited by the lowest of 0.125"deflection,ultimate 6.H005/22 and HDC10122 will achieve all allowable load of 4005 Ill.oo a divider)by 3,or the wood screw value. Oft plate.HOC614 and HOC1014 will achieve an allowable load of 4040 lb. Install on 4.Deflection at Highest Allowable Design Load: on a DFL plate,which dues not lake deflection into account, Concrete 20 The deflection of a holdown measured between 7.Hiphar valaos may he nlblaineU when HOC is uul placed at au edge or with ■ F1 n ■ I VI I 1 - J . ■ :t JOB OFF1 OF iz OALGULATto By ----------- L,4TE CHECKED BY MTE SCALE �d Vv,6-.Lk, Ax Kj r -4 RECEIVED KIN 17 2004 COA BUILDING DEPT 12- Ls -------------------".. T' i T� S,AOW4s u TON . -7 t.,:"IFF'S CUST4 M_in r. �+ i i J � < �� •� ,�� JOB------- ,9HEET NO. OF_ CALCULATED Lly DATE CHECKED BY DATE SCALE Af V-r .w__..____. -,22-xCl ,12\Y C'LJSTI-' NJ 1 SHEETNO. OFF — �` CALCULATED BY � DATE CHECKED BY DATE SCALE 4"printing sen:im .—OiLI°C�H:i-qnp ll3: � - - ,� ", JOB SHEET NO. • V' I i o4 I - Or CALCULATED BY DATE CHECKED BY DATF SCALE 1 ✓r '•`.+8� Ziy+v.eJ .' 67�dvA�ili1[ - g I p=, rvj t mow' 1i R"' ►.w;�Vvl /41;') /000�. 1, 4 NFRS C1JSTf W'Ilrin I LingJ S—cv- 7L1=F1'_I=1-o��^JF,-6:- JOB SHEET No. 7 - ------------ OF CALCULATED F3Y DATE ---------- CHECKED BY DATE SCALP f.7 -4 064 1 cuf I t;Fwl 4-M. -0-i FRS CUSTI(-AIT"prin ting 1,IES JOB _ SHEET No, OF ~ CALCULATED BY DATE a CHECKED BY DATE SCALE �.►� f .e�'1 } -4 r1/ ""FRs CUSTf hq"p rinUnr sery -� J •irn ^iL l°nGl:i-n^^bae-e?a-Mc�s p,r. .... ......-. �.,. .�.. Page 6 of 6 dr ron Date:6/14/04 BeamChek 2.2 Choice 5-1/8x 15 GLB 24F-V4 DF/DF BASE Fb=2400 ADJ Fb=2383 Conditions Min Bearing Area R1= 10.2 in R2= 10.2 in Data Beam Span 18.0 ft Reaction 1 6603# Beam Wt per ft 18.68# Reaction 2 6603# Beam Weight 336# Maximum V 6603# Max Moment 29714'# Max V(Reduced) 1686,1 TL Max Defl L/240 TL Actual Defl L 1324 Attributes Section(in') Shear(in' TL Defl(in) Actual 1 192.19 76.88 0.67 Critical 149.60 44.89 0.90 Status OK OK OK Ratio 78% 58% 74% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Base Values 2400 190 1.8 650 Base Adjusted 2383 190 1.8 650 Adjustments Cv Volume 0.993 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 715 =A C Uniform Load A ZI R1 =6603 R2=6603 SPAN= 18 FT Uniform and partial uniform loads are Ibs per lineal ft. file://CADocuments%20and%20Settings\todd\Desktop\bci\1241\Budget.htm 5/18/2004 Page 5 of 6 dr ron Date:6/14/04 BeamChek 2.2 Choice 5-118x 15 GLB 24F-V4 DF/DF BASE Fb=2400 ADJ Fb=2371 Conditions Min Bearing Area R 1=10.2 in2 R2=10.2 in Data Beam Span 19.0 ft Reaction 1 6609# Beam Wt per ft 18.68# Reaction 2 6609# Beam Weight 355# Maximum V 6609# Max Moment 31393 # Max V(Reduced) 5739# TL Max Defl L 1240 TL Actual Defl L/290 Attributes Section (in') Shear(in') TL Defl(in) Actual 192.19 76.88 0.78 Critical 158.91 45.31 0.95 Status OK OK OK Ratio 83% 59% 83% Fb(psi) Fv(psi) E(psi x mil) Fc L(psi) Values Base Values 2400 190 1.8 650 Base Adjusted 2371 190 1.8 650 Adiustmenis Cv Volume 0.988 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 677 =A i t Uniform.L'oad A R 1 =6609 R2=6609 r' SPAN= 19 FT Uniform andjpartial uniform loads are Ibs per lineal ft. file://C:\Documents%20and%20Settings\todd\Desktop\bci\1241\Budget.htm 5/18/2004 Project Address: 16. ,imokeyu Point Blvd Date of this submitta 0ti.02.04 ............................................................................ •�- � Project Number: Permit Number: .............................. Instructions: See reverse """'••'•••••••••••••••........................ HEATING EQUIPMENT SIZING FORM July2oo2 Building Description Including (1)Component (2)Component Component U-Factor or F-Factor Heat Loss Factor Square Feet(SF) Heat Loss (HLF=U x 460At Linear Feet(LF) (HLF x SF, Cubic Feet(CF) LF or CF) A. Window, Single, uncertified Glass Block (U= 1.200 ) 55.2 /SF x Double, uncertified (U= ...................... SF= BtuhSlidin9 S Swinging 0.590) 27.1 !SF x 75.. SF= BtuhGlass Door RC certified U NFRC certified 756 SF= 20518 Btuh (U= 0.350) 16.1 /SF x ............................. Skylight ...................... Skylight,single,uncertified (U= 1.580 ) 72.7/SF SF Btuh .............................. Garden Window x Skylight,double, uncertified (U= 1.050 ) 48.3 /SF x ••••••............••••--....••SF= Btuh Garden window,single,uncertified (U= 2.600 ) 119.6 /SF x - Btuh .... ...................... Garden window,double,uncertified (U= 1.810 ) 83.3 /SF x SF= Btuh Other - (U= ) /SF ............................ SF= ...............Btuh Other_ SF= Btuh B. Opaque Door - - (U= ) /SF x ..............................SF- .................... Wood,in wood frame (U= 0.460 ) 21.2/SF x "......•••••••• Btuh ...................... Foam insulated,in metal frame U= SF= Btuh ( 0.370 ) 17.0 /SF x .............................. ...................... Foam insulated,in wood frame (U= 0.160 ) 7.4 1SF x SF= Btuh Other_Storefront___ _ (U= 0.590 ) 27.1 /SF x ..............................SF= Btuh C. RooflCeiling None 42 SF= (U= 0.400 ••••••••••••••••........... 1140 Btuh 18.4/SF x Insulation R-19 _ SF= Btuh (U= 0.049 ) 2.3 /SF x ............................. (OPAQUE area only, R-30 "'�•�••'��•"•"""' (U= 0.036 ) 1.7!SF x SF= Btuh ................. ......... does not include 3200 SF= ""•••��•��'••"""' R-38 (U= 0.031 •-•••--•••........... 5299 Btuh.... ............4......... skylight area) R-49 1.4 /SF x SF= Btuh (U= 0.027 ) 1.2 /SF x ..............................SF= .................... R_-. (U= ) /SF x ..............................SF- ..Btuh D. Wall Insulation, """•••.............None (U= 0.250 ) 11.5 /SF x ..............................SF= Btuh above and below R-11,wood studs (U= 0.088 ) 4.0 1SF x """'•""""""'•••-••••••SF= Btuh ...................... grade R-15,wood studs Btuh (U= 0.076) 3.5 /SF x (OPAQUE area only. """"""'•"'••••• Y R-19,wood studs (U= 0.052 ) 2.4 /SF SF Btuh does not include R-19+R-5 cavity,wood - 1872 SF- 4478 Btuh window&door area ( = 0.045 ) 2.1 /SF x - R-11,metal studs (U= 0.140) 6.4 /SF x SF= Btuh R-19,metal studs .............................SF- ......................Btuh (U= 0.110 ) 5.1 /SF x .............................. ...................... R-13+R-3.8 cavity,metal (U- 0.084 SF= Btuh 3.9 /SF x ................... R-13+R-10 cavity,metal (U= 0.057) 2.6 /SF SF- Btuh Btuh E. Floor Over None (U- ) !SF x ...........................SF= ......................Btuh Unheated Space R-19 (U= 0.134 ) 6.2 /SF x .................. (U= 0.041 ) 1.9/SF x SF= Btuh .............................. ...................... Insulation R-30 SF= Btuh (U= 0.029 ) 1.3 /SF x SF= ................ R (U= ..............................SF- -Btuh F. Slab On Grade Floor ) /SF x ""•""••'•••••••••• None (F= 0.730 ) 33.6 /LF x ..............................LF= Btuh Perimeter Insulation R-10 (F= 0.540 ) 24.8 /LF x - Btuh _......-2ib. ...... use linear ft,NOT sq.tf j R-_ 240 LF= 5962 Btuh G. Basement Floor I (F= ) /LF x ..............................LF= None (F= 0.460 ) 21.2!LF x ........................•LF= ..Btuh (for heated space ONLY) R_ '""'•""""'•"'•'• H. (F= ) /LF "•• Btuh Infiltration Pre-1980 = Btuh (.018 x 1.2 ACH) 1.0 /CF •............................ (use cubic ft,NOT sq.ft.) Post-1980 x CF= •""'"•"•" (.018 x 0.6 ACH) 0.5 /CF ... Btuh ............. ................... x 28800 CF= 14400 Btuh (4)DHL/SF: DHL divided b ........••.....•- Y( 3200 Heated floor area in SF) (3)Total=Design Heatin Load DHL in Btuh 9 g (DHL) = 51796 Btuh ........16....Btuh/SF or 4.7 Watts/SF If electric,divide by 3.413 for DHL in watts = ..................... 15176 Watts ypical values for DHUSF for new construction are 10 Btuh/SF or 3 Watts/SF.) ...................... (5)Space Heating Equipment Sizing Limits Minimum required size=DHL x 1.0= 51796 Btuh or (s)Proposed Space Heating Equipment 15176 Watts Manufacturer: Maximum allowed size=DHL x 2.0= 103593 Btuh or '• � ""' Model#: 30352 Watts ............................................... Heatin p ••••••••••••••••••••••• gout tit: Btuh Efficiency ;, .� ,I f JOB oar=_ CHECKED BY - D1rE SCAC[ i /i y `� �.. oq,,&037 EftlMED% 7 2004 Cc)A BUILDING DEFT , ' J rla { J,°l NC�70h� --. ,...,-lz CUB;i l.1����.. - .-..•.- --' �, � R., S. �7Y.I i JOB SHEET No. OF GALGULATEB BY BvTE CHECKED BY DATE SCALE - -1 R. Y ^J --4 IN R I i.•�P.ails...�i�._ t j' ". JOB SHEET NO, CALCULATED BY �. DATE CHECKED BY MTE - .:;hIFBS CUS:�pq"'i�rinlinr sen JOB SHEET NO.�`� CALCULATED BY DATE CHECKED BY DATE SCALE kv 00,02 I i .1 r -Tp_j-j � ,J, JOB SHEET No. Vl OF CALCULATED By DATE CHECKED BY SCALEDATF SCAL F7v, pk- 4 •:, "IFRS c 1;�' ` JOB`�� SHEET NO. OF CALCULATED BY DOTE CHECKED BY DATE SCALE 7r� :.•:c.�h.IFRS CUSTlpq 'hrinLAig sen:ICP �L�1=flEE,-ro,,•il;^_�a_NEGS Inr,.-P._q..,,-„i„!,;•IH 2!ua, . :� I Page 6 of 6 dr ron Date:6/14/04 BeamChek 2.2 Choice 5-1/8x 15 GLB 24F-V4 DF/DF BASE Fb=2400 AN Fb=2383 Conditions - Min Bearing Area R1= 10.2 in'R2= 10.2 in' Data Beam Span 18.0 ft Reaction 1 6603# Beam Wt per ft 18.68# Reaction 2 6603# Beam Weight 336# Maximum V 6603# Max Moment 29714'# Max V(Reduced) 5686# TL Max Defl L/240 TL Actual Defl L/324 Fltbiiwrr,s Section (in) Shear(in`) TL Defl(in) Actual 192.19 76.88 0.67 Critical 149.60 44.89 0.90 Status OK OK OK Ratio 78% 58% 74% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2400 190 1.8 650 Base Adjusted 2383 190 1.8 650 Adiustmenls Cv Volume 0.993 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 715 =A Uniform Load A - - R1 =6603 R2�6603 SPAN= 18 FT Uniform and partial uniform loads are Ibs per lineal ft. file://C:\Documents%20and%20Settings\todd\Desktop\bci\1241\Budget.htm 5/18/2004 I Page 5 of 6 dr ron Date:6/14/04 BeamChek 2.2 Choice 5-1/8x 15 GLB 24F-V4 DF/DF BASE Fb=2400 ADJ Fb=2371 Conditions Min Bearing Area R1= 10.2 ins R2=10.2 in Data Beam Span 19.0 ft Reaction 1 6609# Beam Wt per ft 18.68# Reaction 2 6609# Beam Weight 355# Maximum V 6609# Max Moment 31393'# Max V(Reduced) 5739# TL Max Defl L/240 TL Actual Defl L/290 Attributes Section (in') Shear(it)') TL Defl(in) Actual 192.19 76.88 0.78 Critical 158.91 45.31 0.95 Status OK OK OK Ratio 83% 59% 83% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2400 190 1.8 650 Base Adjusted 2371 190 1.8 650 Adjustments Cv Volume 0.988 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 677 =A UniforfhLoad A RI 6609 - R2=6609 SPAN= 19 FT Uniform and partial uniform loads arq Ibs per lineal ft. file://C:\Documents%20and%20Settings\todd\Desktop\bci\1241\Budget.htm 5/18/2004 CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E.20th Street,Sammamish,WA 98074 (425)836-2833 FAX:(425)836-3707 E-Mail:chuck.cwa@ eerizon.net July 1, 2004 Huitger Building C -#04- 6037 1997 Uniform Building Codes Type of Construction: V-N Area: 3200 sf Occupancy— B Stories: 1 Seismic Zone: 3 Wind Speed: 80 Wind Exposure: B David W. Anderson Building Official ,� ���� City of Arlington RF- 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: COA BU1ONG � P We have completed our review of Building C at the Huitger Property. The plans are in substantial compliance with the 1997 Uniform Building Code, the WSVIAQ Code and 1997 Uniform Mechanical Code. The plans are approved and are being returned with our indication of review on them. Hold downs and shear walls have been highlighted for ease of field inspection. Please note the changes to the plans as stated below: NONSTRUCTURAL 1. The West exterior wall appears to be less than 20' from the property line and, therefore, must be of 1-hour fire resistive construction. I have indicated this on the plans. 2. The facing of the insulation that is not covered by the wall finish must have a maximum flame spread rating of 25. 3. The brick veneer must have a 1" air space between the veneer and backing, 15# felt and minimum No. 9 gage approved type non-corrosive ties at 16" o.c. on each stud. These ties must attach to a #9 gage continuous wire in the mortar joint. Weep holes must be provided at the lowest course. Section 1403.6.4.2 City of Arlington -#04-6037,(Huitger Bldg C) July 1, 2004 Page 2 of 2 4. One draft stop is required. It should extend to the outer edge of the roof overhang and from the roof sheathing to the top of the suspended ceiling. MECHANICAL No mechanical plans were submitted. 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. The envelope complies with the NREC. 2001 WASHINGTON STATE REGULATIONS FOR BARRIER-FREE DESIGN 1. One accessible parking space is required. It should be van-accessible, per Table 11-F. Section 1107.1.1 2. Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). Section 1107.2.2 3. All doors in the building which have a latch set or lock set should have lever-type operating hardware. Section 1106.3.1 4. Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of 1/4". Sections 1106.10.4, 1106.6 STRUCTURAL 1. 1 have added hold downs to the short segment of the shear walls on the end walls. 2. Solid blocking must be provided between the trusses over the shear walls. At the end and front elevations the blocking may consists of pre-manufactured truss panels between each truss or a framed panel with 7/16" OSB attached with 8d nails at 6"oc. Solid 2x blocking (with vent holes) should be provided elsewhere. Sincerely, Chuck Williams SE CWA Consultants 07-13-'04 10:58 FROM- T-055 P001/002 U-308 PO Bgham, s STARGATE BellinghamWA9$22$E�$96 Phone:360.73669 %,&IT E L E C O M / N C . 1=ax:360.738.4668 Email:knielsen@siargatp,sa.aam To: From: KelWu@ Bel A mH Airi;.ondtio*qnc. Ann: Cany Pages: 2 Fax: 1(360)403.3447 Date: 071pic 4 Re: 167246mokeyPojrvftulevard CC: Carry, Good morning. This is in reference to 16720 Smokey Point Boulevard. A copy of our contractor's license, number BELAIHA963L$, is attached. Thanks, Kelly Liu Stargate Telecom (360) 738-4664 PRIVA(YN(M Thisnwrm eisirandetrWortheuwoFftirdMArJora7lAVM1pUlSad&MMdandmavcortf drfwTmftt atispr*g4oprkiwW,oreOP1TotffidisdD6L11wrder �dbrsl�laNffrher&,derofltti5rrtes�gpSrtDdhelixFr«xtYE�itwrkvttwrnt Kra rn Y:t*fcnidn,e,nghgmeswgmthe4Vjded pk%ware 1121F�A10d�kI1�'2nydi:vsiiciix�rli�trti�rirFxcorr,�g.?I�oJrtrYlf�lfp7S SOkitiptt)h17�edlFydillav�rt3t5eit�tFiswrrmi�QinenorpleagertoUfyus gr►rr t no ndrea,trttteongrcernesr yeoousvraregfatus.maw Stampffeleam'IJnc 361*Aerid"t,Su'olOQUallinduT ViAW25 1 _ ■ 0 0 ON 0 M 0. WE Ar 1 0 0 0 0 4p. 0 : ME ma 4" - -'E - ' — 71 Em Do -k 1 ME ON J&r 0 m m 0 r 0 . . . _ 1 _ No 0 WL . 00 Id WE 0 ■ g■r■ ON I. ON 0 0 0 00 0 ON 0 1 1 0 0 ON 0 0 0 0 EVEN ii;�A L ONEME 1 1 ME • _ . lir L 10:0 0 m1w, di L - Ll..... NA ON L . IN 0 Linda Friddle From: Linda Friddle[Ifriddle@ci.arlington.wa.us] Sent: Tuesday, July 06, 2004 4:15 PM To: Deryl Taylor Subject: Huitger Deryl, Thank you for your response. I am just checking to make sure you sent your form to the applicant too. Often times if we put it into the permit packet it will get lost. Our Utility department sends that our separately. If you have any questions just call. Thank you--Linda, i r� � � } :� I U, ; City of Arlington Building Department REQUEST FOR REVIEW FORM 1 NAME: BP #: 04- DATE: I Z I �I RETURN THIS FORM BY: PROJECT SUMMARY: �N RESPONDING DEPARTMENTS: ❑ TOM C., FIRE Igo _., UTILITIES ' VV^V Ck-`-Lt S ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING C� ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT �� ❑ CHUCK W., CONSULTANT �G QFPT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT Cf COMMENTS REVIEWED BY L1 J,f-- DATE 7 �/� COMMUNITY DEVELOPMENT DEPARTMENT 80 Columbia Avenue • Marysville, WA 98270 City ofH7arysviue (360) 651-5100 • (360) 651-5099 FAX {NCOGPORA7fU {L9{ WATER/SEWER REQUEST FOR COMMERCIAL/INDUSTRIAL PROJECTS (Requires 48 hr notice for processing—must include bldg permit) Project: Date: Location: Fax: Tax Parcel#: Cell: Contact Name: Phone: 1) Type of Use (attach copy of bldg permit): 2) Square Footage: Retail Sales/Manuf/Church/School/Daycare Office/Medical/Dental/Bank/Other Restaurant/Tavern/Espresso Warehouse/Storage 3) Type of Fire Protection: 4) Sewer Connections: Fire Sprinkler System Qty Hydrant 5) Number&Size of Water Meter(s): 6) Service Tap Installed by: Qty Domestic or Irrigation City or Developer 5/8„ 3/4" P" 1 '/12 27) Y Verified by Developer's Engineer/Architect: T 41 i II 1.4 .19,For Its j" 7F.. 11j, q.1 I VIA— I, Project Address: 1672 . 02*.*.St...... . Point Blvd Date of this submitta 0�02.04 •-...•...•••••.••••...• .................. ......................................Permit Number:...... •-� � Project Number; ......................... Instructions: See reverse �'•'••••••••••••-•-••••••••••••••••--•••••••..... HEATING EQUIPMENT SIZING FORM July2002 Building =Description Including (1)Component (2)Component Component Heat Loss Factor Square Feet(SF) Heat Loss r F-Factor (HLF=U x 460At Linear Feet(LF) (HLF x SF, Cubic Feet(CF) LF or CF) A. Window, Single,uncertified Glass Block (U= 1.200 ) 55.2/SF x _ Double,uncertified (U= 0.590 ) 27.1 /SF SF Btuh Sliding 8 Swinging NFRC certified x 756 SF= Btuh (U= 0.590 ) 27.1 /SF x ....».......................• Glass Door NFRC certified 756 SF= .....20518.....Btuh Skylight (U= 0.350 ) 16.1 /SF x ...........................SF= .................... Skylight,single,uncertified (U= 1.580 ) 72.7/SF x "•'•"".SF- Btuh Garden Window ••••••••••••••••-••••• Skylight,double,uncertified (U= 1.050 ) 48.3 ISF x "" Btuh ...................... Garden window,single,uncertified (U= 2.600 ) 119.6 /SF x SF= Btuh Garden window,double,uncertified (U= 1.810 ..............................SF- Btuh Other ) 83.3/SF xSF "'..' -- -- N= ) ISF x = Btuh Other SF= �••• ��••••�••••�•'Btuh B. Opaque Door - - (U° ) ISF x ..............................SF- Wood,in wood frame (U= 0.460 ) 21.2 ISF x ........................... Btuh Foam insulated,in metal frame (U= 0.370 ) 17.0 ISF x SF= Btuh .............................. ...................... Foam insulated,in wood frame (U= 0.160 ) 7.4 ISF x •" SF= Btuh ..SF= ...... Other_Storefront_ __(U= 0.590) 27.1 /SF x •""""""'••".... Btuh C. Roof/Ceiling None � .......••'•'••""•"' (U= 0.400 ) 18.4 ISF x 42 SF= 1140 Btuh ........................ .... Insulation ......••••-•......•... R-19 (U= 0.049 ) 2.3 ISF x SF= Btuh (OPAQUE area only, R-30 ..............................SF- ......................Btuh (U= 0.036 ) 1.7 ISF x does not include 3200 SF= ......••••"""""" R-38 (U= 0.031 ) 1.4 ISF 5299 Stuh skylight area) x ••••.•••••••••••••••.• R-49 (U= 0.027 ) 1.2 ISF x SF= Btuh (U= ) ISF x ............ ___ _ D. Wall Insulation, None 5F= �� �••••*•*'*•.-••gtuh (U= 0.250 ) 11.5 ISF x ...""'"'"" above and below ""••'••••••••••-•••• R-11,wood studs SF= Btuh (U= 0.088 ) 4.0 /SF x ...... ...................... grade ...................... R-15,wood studs (U= 0.076 ) 3.5 ISF x SF= Btuh (OPAQUE area only, R-19,wood studs ...... ...........SF= ......................Btuh (U= 0.052 ) 2.4 /SF .........-..-1.....2. does not include x ••'-•- ••- _ 1872 SF= •"• 19+R-5 cavity,wood (U= 0.046 ) 2.1 ISF x "............••-......•••••. .4478 ..Btuh window&door area ..............................SF= ............ R-11, metal studs (U= 0.140 ) 6.4 /SF x "••.SF= Btuh ...................... R-19,metal studs (U= 0.110) 5.1 /SF x '""""'•••"•".......•.• Btuh R-13+R-3.8 cavity,metal (U= 0.084 ) 3.9 /SF x SF= Btuh SF- R 13+R 10 cavity,metal (U= 0.057) 2.6 /SF x ............................ Btuh SF- ..... R (U= ) ISF x Btuh E. Floor Over None SF= .•........•.•Btuh (U= 0.134 ) 6.2 /SF »"'"""»" Unheated Space R-19 x ......."..""'•""' (U= 0.041 ) 1.9 /SF x SF Btuh Insulation R�0 ..............................SF- ......................Btuh (U= 0.029 ) 1.3 ISF x ..............................SF= ................ R- (U= Btuh F. Slab On Grade Floor None ) ISF x ".SF- .. . Btuh (F= 0.730 ) 33.6 /LF x LF-_ Perimeter Insulation """""'.......... R-10 (F= 0.540 ) 24.8 /LF x Btuh (use linear ft, NOT sq ft i R_ 240 LF= § """"' (F= ) /LF x 5962 Btuh G. Basement Floor I None ..............................LF- ......................Btuh (F= 0.460 ) 21.2/LF x ..............................LF- (for heated space ONLY) R- """"'•"'•"••"• (F= ) /LF x Btuh H. Infiltration I Pre-1980 ............................. LF- ......................Btuh (.018 x 1.2 ACH) 1.0 /CF x ..............................CF- (use cubic ft, NOT sq.ft.) Post-1980 - *--Btuh (.018 x 0.6 ACH) 0.5 /CF .............................. x 28800 CF= ...................... (4)DHL/SF: DHL divided b 14400 Btuh y( 3200 Heated floor area in SF) (3)Total=Design Heating Load DHL in Btuh g g ( ) = 51796 Btuh = 16 Btuh/SF or 4.7 Watts/SF •••••................. "' If electric,divide by 3.413 for DHL in watts = 15176 Watts ............. (Ty values for DHL/SF for new construction are 10 Btuh/SF or 3 Watts/SF.) ..................•••• (5)Space Heating Equipment for Limits Minimum required size=pHL x 1.0= 51796 Btuh or (6)Proposed Space Heating Equipment 15176 Watts Manufacturer: ,4�timunl allowed size=DHL x 2.0= """"""'-"' Model#: 103593 Btuh or 30352 Wafts ....... ............ ......'...... Heatin output: ......_...... ................ 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C 1 i�n,anIt City of Arlington L. Building Department REQUEST FOR REVIEW FORM NAME: < BP #: 04- DATE: _ Z RETURN THIS FORM BY: PROJECT SUMMARY: Jl` RESPONDING DEPARTMENTS: C> ❑ TOM C., FIRE 11 UTILITIES YVk Gl.y-L S vu ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING RAG �VVED ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT COO BUILDING DEFT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS REVIEWED BY DATE b WATER and SEWER Connection Fee- .for Water & Sewer - Rural Rates Name: RON HUITGER UT04-0311 Address: 16720 C SMOKEY POINT BLVD ARL July 08, 2004 Type: New comm bldg - 1600sf retail & 1600sf office WATER CAPITAL IMPROVEMENTS Residential - # Units: 0 $5,440.00 Commercial - Sq. Ft.: 3200 METER City Installed - Size: $350.00 Developer Installed - Size: 1 1/2 inch FRONTAGE Main Per Foot- $0.00 # Feet: 0 $0.00 Recovery Fees Total - $0.00 OTHER Other Info and/or Charges - Bushings $150.00 Credits (reflected in CI charge)- $0.00 SEWER CAPITAL IMPROVEMENTS Residential - # Units: 0 $3,536.00 Commercial - Sq. Ft.: 3200 SEWER INSPECTION FEE Per Connection - # Conn.: 1 $100.00 FRONTAGE Main Per Foot- $0.00 # Feet: 0 $0.00 Recovery Fee Total - $805.02 OTHER Other Info and/or Charges - $0.00 Credits (reflected in CI charge)- $0.00 Sewer Total: $3,636.00 Water Total: $5,940.00 Sewer Recovery.: $805.02 Water Recovery.: $0.00 Filing Fee: $20.00 Total. $10,401.02 Bookkeeping Fee: $0.00 -,•l- -.. 1 1 � , •. - � � .. �' ,� � � � 1 1 �� � I .! • nT 1 I „ 1 •1 _ 1 �• - • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: BP #:_04- r 0 3 DATE: RETURN THIS FORM BY:_t o PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE U ' ^ �' � 1 � .�� s � , � � } �.� (_ .�• J ik •1t.. r �".'t.'r �. � �'` � ... D.X.,.w i.� � S :� LV Y City of Arlington Development Services Planning Division IrNG"� MEMO TO: Building Division CC: Gregg Eaton, Engineering Division FROM: Yvonne Page, Senior Planner DATE: June 29, 2004 RE: Huitger Building (BP#04-6037) The following conditions must be met prior to issuance of the building permit: 1. All development shall be in substantial conformance with the approved land use development site plan received March 26, 2003, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. Any chain link fencing on the property shall be black vinyl coated. 3. The developer shall submit payment of the following estimated City of Arlington impact fees (based on approximately 3,200 square foot building): Traffic at $1,038.00 per p.m.- peak-hour trip, which is 5, or $5,190.00. (NOTE: No WSDOT or Snohomish County traffic mitigation fees are required for this project.) 4. The developer shall clear all outstanding Planning Division land use and Engineering Division permit-processing accounts with the City. (As of this date, there is insufficient balance in the account and a bill will be mailed to the developer to clear the account.) In addition, all of the conditions of the Huitger Building Minor Development Permit (File MN-03- 015) shall apply to the development of the property. Q Yv9 e Page • .. - :+• + � i s� _ � tip. � l � 1r � � `, . :v .� 1"7 Li&-ch. City of Arlington Building Department Rw REQUEST FOR REVIEW FORM NAME: (x 4 4)C-a BP #: 04- UO3 -T DATE: U1 o RETURN THIS FORM BY: 10 CA.) PROJECT SUMMARY: �Iu RESPONDING DEPARTMENTS: ❑ TOM C., FIRE KAREN L., UTILITIES ❑ BILL.B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COM ENTS 6f P & SO 6& � (,milits-cal REVIEWED BY DATE RECEPYED JUN18M l Utilities Div. 4P • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: 4 BP #: 04- I Q� DATE: Ilk RETURN THIS FORM BY: to uW b PROJECT SUMMARY: �?� AIs RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES BILL B., NATURAL RESOURCE YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO &�NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE KU) 4104 6 City of Arlington Building Department REQUEST FOR REVIEW FORM 4NAME: I.K. BP #:_ 04- C�p3 ? DATE: RETURN THIS FORM BY: �� W PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. f COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY D.,-kTE 2604-/,e C �� '�✓�' I • i� N ti Are � � �+(' ! 1 i � � -•� jy 1� ENGINEERING DIVISION �7tlING� MEMORANDUM TO: Building Department FROM: Gregg Eaton SUBJECT: Huitger-#04-6037 DATE: June 28, 2004 The following is required for the above referenced permit: ➢ Site Civil pre-construction meeting is required prior to beginning of work (Contact Laura at 360.403.3500) ➢ Construct infrastructure per approved site civil plans ➢ Under"Describe work", should that be "New "C" shell"? i • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: gue" 'Q r BP #: 04- (j057 DATE: RETURN THIS FORM BY: IC' PROJECT SUMMARY: RESPONDING DEPARTMENTS: OM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN,DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY i` C�� DATE �� ' �� ' • �, � a, � / �m1 �+ , � . � � 1 � � ,., To: Building Department From: Tom Cooper Date: June 22, 2004 Ref: 04-6037 1. Fire Extinguishers required at time of completion of shell structure. 2. Will require additional FE at time of completion of final configuration. 3. Installation of approved fire hydrant prior to building of new structure. TM w; .)' .,.,�r� � � r I mil. =• ;i _ I fi -JIL LT tj, kt? no .� i CITY OF ARLINGTON CONSTRUCTION PERMIT -CQ 03 7 ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE btz. iJW I TUC twL 1 G"ItO MWAO!5eY Pt' 13u✓b 3 •455 Ia ARCHITECT OR DESIGNER MAIL ADDRESS I TY ZIP PHONE GEN RAL C N ACT MAIL ADDRESS CITY ZIP PHONE LICENSE N MECHANICALCONTRRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ 's PLUM CO A TOR MAIL ADDRESS CITY ZIP � P E � LICENSE/ 11 , W �wb�►�, _NoRTH00 6e CLASS OF WORK 53 L.W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK UtSLRIBE/ tN1 M �l PRuPOSt U USL OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Lo AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LEGAL DES(RIP)ION Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI_% WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANT) F A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLAT ORk EL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL WRAE GCONSTRUCTIONOFTHEPERFORMANCEOF CONST U EXPIRES 1 YEAR FROM DATE OF ISSUANCE. l SIGNATU UT IUZEO AGENT DATE i IOB A URLSS I wowt4-=sl'- owde r-pr (OFFICE USE ONLY) MECHANICAL PLUMBING. NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) #a AIR COND.UNITS -H.P EA. 937, BAIHI UB REFRIGERATION UNITS-H.P.EA. LAVArTORY (WASH BASIN) BOILERS- H.P. EA Z", SHOWER GAS FIRED A C UNITS-TONNAGE E KI ICHLN SINK& UISP. fUK(CED AIR SYSTEMS- B T U MEA , UISHWASIILR 1A WALL HEATERS- B.T.0 M LAUNDRY 1 RAY v UNIT HEATERS- B.T.U- M CLOT IIES WASHER + EVAPORAI I`JE COOLERS WATERBEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN I AIN RANGE HOOD COMMERCIAL I"LOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE 1 ROOF DRAINS - RAINLEAUERS METAL FIREPLACE&CHIMNEY / SINK (SERVICE - BAR.ETC.) WATER HEATER GAS PIPING SUBTOTAL f SUBTOTAL f PERMIT $I PERMIT f TOTAL FEE $1 TOTAL FEE f SIULYARU4IPALK STRLLISLTBACK REAR YARD SETBACK PLAN CHECK NUMBER 1 PLAN CHECK FEE RECEIPT NO. USE ZONI LOT AREA VACANT SITE Cy, 12 T ❑YES []NO FEES VALUATION ^FEE TYPL PN S1 / OCCUP�NCY GROUP NO.OF DrELLING UNITS PLAN CHECKING VG f p BUILDING SIZE OF BLDG. NO.OF STORILS MAX.OCC.LOAD S' 4oA/ PLUMBING FIRE SPRINKLERS REQUIRED ' ❑YES f. MECHANICAL M STATE YCO MMEN 5 REC CODE Ll D ENERGY CODE SURCHARGE �y PENALTY J fA-�' L '.- ---- U.B.C. WATER/SEWER FEES Off, BUILDING DEPT TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT PAID CR# BY BUILDING OFFICIAL DATE cc:ASSESSOR,APPLICAN .R e-t: -DG L�LPT. RECORDS COPY