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Permit D05-292 - CRYSTAL RIDGE CONDOMINIUMS - DECKS
CRYSTAL RIDGE CONDOMINIUMS 15310 SUNWOOD BL D05 -292 City ok Tukwila Steven M. Mullet, Mayor Department of Conin :unity Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 1865200130 Permit Number DOS -292 Address: 15310 SUNWOOD BLTUKW Issue Date: 08/15/2005 Suite No: Permit Expires On: 02/11/2006 International Building Code Edition: 2003 Type of Construction: Tenant: Name: CRYSTAL RIDGE CONDOMINIUMS Public Works Activities: i Address: 15310 SUNWOOD BL, TUKWILA WA Owner: Channelization / Striping: Name: GENTIS RODERICK & KANDI Phone: Address: PO BOX 2488, RENTON WA Curb Cut / Access / Sidewalk / CSS: Contact Person: Name: JERRY COSGROVE Phone: 206 - 696 -2581 Address: 224 NICKERSON, SEATTLE WA Number: Contractor: Flood Control Zone: Name: MCBRIDE CONST RESOURCES INC Phone: Address: 224 NICKERSON ST, SEATTLE WA Hauling: Contractor License No: MCBRICRO99JZ Expiration Date: 03 /25/2007 DESCRIPTION OF WORK: Land Altering: REPAIR EXISTING DECKS: REMOVE AND REPLACE EXISTIND DECK PLYWOOD, RAILINGS. NEW FLASHINGS AND ELASTOMERIC COATINGS. Landscape Irrigation: ' Value of Construction: $21,296.00 Fees Collected: $718.79 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0021 Public Works Activities: i Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: i Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC- Permit D05 -292 Printed: 08 -15 -2005 S Z J V' UO CO) LLI J �._ --.. N LL.. � O LL Q . ca cy! Z �. �- wH � o: U `O CO) w w I=- U U. O. .Z w _: O ~. Z R Cit y oi Tukwila' Department of Coma :unity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tulavila.iva.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -292 08/15/2005 02/11/2006 Permit Center Authorized Signature: *m / '146 Date: 6� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws . regulating construction or the perform > of work. I am authorized to sign and obtain this development permit. Signature: Date: r C-D S .Print Name: �d S /2.C) � This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z .. Z J U' U O co o; w =' S2 w w o LL ?'. N a i M. _-. _. z t- �. iO — 0 H W W. z �O. Z U CO. Z %u �...�. C ity o f Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1865200130 Permit Number: DOS -292 Address: 15310 SUNWOOD BL TUKW Status: ISSUED Suite No: Applied Date: 08/08/2005 Tenant: CRYSTAL RIDGE CONDOMINIUMS Issue Date: 08/15/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All wood to remain in placed concrete shall be treated wood. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** z w UO N o cn w w r: J F. N U. .W O. LLQ �D = �w t— O z F-. w UJ D o'. O —1 O W W X U. —O Z v= O ~' z doc: Conditions D05 -292 Printed: 08 -15 -2005 *Nk City o f Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: S� l c� Date: � owW w �tr y 1906 t CITY Of TUKWILA Community Development Pp_�artment Public Works Department' Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. � Print- -SITE;LOCATION / 5 3 / 0 King Co Assessor's Tax No.: Site Address: Sulk WW Suite Number: Floor: Tenant Name: C R yS T L R 1 b G New Tenant: ❑ .... Yes []..No Property Owners Name: ( Z R y S E4 L 121 DG, E 1 £ o w Kl rf2 S /Q S S N- Mailing Address: 153 5 Sy,J t y pO7 % yKW L.1_4 (-V4. 9f 8 1 City Slate Zip C O NTACT_PERSON Name: ROP HO Lt!`1 \AJA L L Day Telephone: 14 2 5' 6 77 2 2 2 Mailing Address: lfAWW S V I l:\,AJ 172 A-RLr NGry ,�-1 W4 . 9 8 Z 2, 3 City State Zip E -Mail Address: Fax Number: GENERALCONTRACTOR INFORMATION - ; (Mechanical Contractor information on back page) Company Name: MC Sp, (D F_ C'0I-1 S% Mailing Address: 2 2 L / AJ l C 814 t-Q S O N S &A— 7 T WA ' e/ City State Zip Contact Person: C 1 ftl L Day Telephone 2 $.3 7 ) Z I E -Mail Address: Fax Number: Contractor Registration Number: Mc 3 c R Ogg/ Z Z Expiration Date: 3 z 0 7 * *An original or notarized copy current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: h/ / /f- Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD = All plans must be wet stamped by Engineer of Record Company Name: N Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: q:1 \permits plus \icc chanSeApemit application (7.2004) Revised: 6.8.05 Page t bh 't Z Z �W QQ JU UO W= H C0 LL W O 95 LL Q 1n = F . W z= F— O Z I_ a U� ON � H W F- �O W Z CO) H H O Z BUILDING PERMIT INFORMATION !-�! 206431:3670 Valuation of Project (contractor's bid price): $ ; Existing Building Valuation: $ Scope of Work (please provide detailed information): GZ (�f} I (Z �.X ► S a'"i tJ L, S c K S R E r+ O V £ FZIPLdC£ Q,£ck PLYWOC)Q. RF_ NOV r— V AX 4C X. R/ktLIJJe,5, AJ: - VJ r1-A- 3i[� t 11-4+577 zAtc coIt* 7 Ili G3 Will there be new rack storage? ❑ .. Yes El.. No If "yes ", see Handout No. for requirements. Provide.All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of princip I dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal wner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or azardous materials in the building? ❑ ..Yes - ]..No If " yes", attach list ojmaterials and storage locations o a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. z �Z �QQ W . UO CO) U) LLJ J I Co LL W O. La C d �_ ZH ZO �5 U� .O � I— W H C.); LLO .. Z W co O Z q:Upermits plus \icc changes\permit application (7.2004) Revised 6.8.05 Page 2 bh Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy.per IBC 1" Floor 2 ":Floor . P Floor Floors thru Basement Accessory. Structure* Attached Garage .Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck . PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of princip I dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal wner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or azardous materials in the building? ❑ ..Yes - ]..No If " yes", attach list ojmaterials and storage locations o a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. z �Z �QQ W . UO CO) U) LLJ J I Co LL W O. La C d �_ ZH ZO �5 U� .O � I— W H C.); LLO .. Z W co O Z q:Upermits plus \icc changes\permit application (7.2004) Revised 6.8.05 Page 2 bh MECHANICAL PERMITI INFORMATION - 206 43I -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >100K BTU Eva orator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM I I Equipment _PERMIT APPLICATION NOTES Applicable to all permits. in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review —Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNItiR OR AUTHORIZED AGENT: Date: Print Name: T�F2f2 `� C.DS G QO L/ Day Telephone: 2 o 6 q 6 Z S 8 1 Mailing Address: 2 2 L4 1V I C £f2 S0 S �=4`7 7 tom/4. G 'l S/ D q City State Zip Date Application Accepted: Date Application Expires: Staff Initials: as z- - q:\ \permits plus\ice changa\permit application (7 -2004) Revised: 6 -8.05 Page 4 bh Z S F . ` w W� 0 CO) J � CO) U. WO J LL. Q N� = �w Z Z� W U O N 0 1— W W f— H. u. O. Lll Z U= O Z g City of Tu kw i la f9C6 j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I RECEIPT f Parcel No.: 3597000200 Permit Number: DOS -292 Address: 15315 SUNWOOD BL TUKW Status: PENDING Suite No: Applied Date: 08/08/2005 Applicant: CRYSTAL RIDGE CONDOMINIUMS Issue Date: I i Receipt No.: R05 -01160 Payment Amount: 718.79 i Initials: BLH Payment Date: 08/08/2005 11:12 AM ! User ID: ADMIN Balance: $0.00 i i Payee: MCBRIDE CONSTRUCTION RESOURCES i r t i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- -- - - - - -- i Payment Check 1555 718.79 � 't i f f ACCOUNT ITEM LIST: j Description Account Code Current Pmts !. BUILDING - NONRES 000/322.100 432.90 ! I PLAN CHECK - NONRES 000/345.830 281.39 l STATE BUILDING SURCHARGE 000/386.904 4.50 I Total: 718.79 I is r I i { { r ' 5093 OB/09 9716 TOTAL 3997.65 doc: Receipt Printed: 08-08 -2005 INSPECTION RECORD Retain a COPY with permit -a INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: I &� T e of Inspection - h . 5 Pl Called: 3 Special Instructions: te Wanted: / m. la Request r: L4A '�,n v, .v yf Phon vo:`'c i "Approved per applicable codes. Corrections required prior to approval. COMMENTS: QY 1 R 3 t i { i 1 s In tor: Date: ; b brn nn n�u�n ne�� w�� e��-n n�r.� une-�. .. _ _ _ - INSPECTION RECOR Retain a copy with permit L-1)0 INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Prp)*!ct UW, t &JA Type of InspecVpn: �_VW$It-u Addreds: t3� '"kmL 1 . 51 1) 4 Date Called: Special Instructions: /Jim Date Wanted: 6i) Requester: Phone No: 20 (P Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (X3 `T K1 a 7e- 4: Z Z W fY 21 =Y C (r) W W -j CO) LL� 111 0 U. D W. O� .z I-- W W CO) �0 LLI U . 111 Z • • 3 1U K1U11 0 r 1 IJ ti 2 jt 3 3 L V L .t, (e• - 13 = C N 0 3 a 0. ill 14:1V rAA 1N311111000 3141 AO funvno 3H1 01 3na 911130110N SIHI NVH.L2W310 SS31 SI 31/M:IA SIH1 NI1N3IN11000 3H1 1 :30110N ?P:L6A 1.-/k Glass Panel - Surface Mount 90' Sleeve 601 5 Ft LL a"- Wall Mount Attachment II ) 2 Ft ) 15 42- Heigte 1 3/4" Posts Surface Mount W/ 4° x 4" Base Plates Bottom Wall Sleeve Attached to Post 17 s'A VI a, 9 9r° 5 % 0 CO C-cn VA112. VP 1 1 • .....4 .7'• 0 0 ill 10 tn "'". .....1 , ...ci 174 :0.-.* LP w 0 0 07/11/2005 MON 17:14 MATERfAt. CONTAINED HERM 13 PROPRIETARY TO AMERICAN ITIRUCTURP.5 & DESIGN NC. AND SHALL NOT SE REPRODUCED, OISCLOSED. OR USED con ANY OMER PURPOSE VCDiODT ME WRITTEN CONSENT OF PROVATIVE AMP:um M. 20133 &Z. 253 Street Alamo, WL 31310 (2S3) 034343 ram (283)833-4545 8 s'u 2 111 gi ; L 1• n ti ;20 m0 L 3 I) c ID 0 • L ▪ 111 • E N N z .4y) t -13 g n re• ?•• 1." 1N3Y4f1000 3H1 AO Ainvno 3H1 01 3(10 Si 11 30110N 91H1 NVRO:P1310 9sa1 51 314MIA SIHI NI 1N311111000 3H.1. :301.1.0N Exploded Wall Attachment Detail Top Wall Mount #12x 1 1/2" PH SM SS Screws Top Rall Top Glass Insert Wall Setting Block Bottom Glass Insert Bottom Wall Mount #12 x 1 1/2" PH SM SS Screws Bottom Rail support x 1/2" PH SM SS Saew mi ItAtERW. CONFAINEONEREN cs pRopouguirm STRUCTURES I DESIGN mull) emu NOT IC REPRODUCED, DISCLOSED, 04 USED FOR OnCA PURPOSE THE %MOWN CONSENT OF INNOVNTNE AlUPAINUM NC. 29133 S.E. 153 Street Mono, WA 9$1,2 AM Voes:' r&jDES1!N. In Tot (253)11334343 Fax: (253) 133-4545 07/11/2005 HON 17:14 4 a C a . e D fr O P4 P4 '1N3Whooa 3Hi AO JLLi1Hf1O at7U. Ol and SI ±13OI1ON SIHl NyH�ZIH3'13 SS3l SI 3WHZlI SIHl NI1N3Wflooa 3Hl AI :3OI10N`•. Surface Mouat Post Detail Lpri Thick be Mk I I isom�trk View Assembled Isometric View MMPOIALC nAti7NEM •rRaR E 1'OgrnOUrMtnISS 0108i aMlODOLLex11E1Y 0. DOCUM110. on uno mon OMR UM ILL Mimi Adow•MA Wira AM (tICAN STRUC URES & DESIGN Inc r mow 3 L. 3 1• 3 s • • -11131AfflOOCI 3H1 O Airivno 3H1 01 3na 911133110N SIH1 NVH.PAY310 9931 SI 311Ve1 A SIH1 NI1N31A111300 3141 Al :33110N Deck Storface Mount post Attachment Detail 1 x 1 1/2' Post (or Better) t Lag Sam min. 1/4° W/ 3" Min. Embedment x 4 Pcs. .1 11 I II 1 1111 111 NII111WONATAIIIIM It It Min. 3 lir Blocking Below Post ME ARTERIAL CONTANED HEREIN IS PROP/UMW TO AMERICAN STRUCTURES 1 DESION !RCM Mal OT BE REPRODUCED. DIMMED, OR USED FOR ANY OTHER PURPOSE WIDOW THE MOWN CONSENT OF IMMOVATIVE &UMW INC. 2a133 S.E. 25) Strut Arbon, WA NM. tiRE$ otioti 1.0; • Telt (253)1034343 Paz: (2113) SU-154S [TM /Rx NO 7072] [002 It) 07/13/2005 '1N314111000 3H1 AO Alllldflo 3H1 01 3fla Si ll 30I10N SIH1 NVH L V310 SS31 SI 3141VNA SIH1 NI 1N3Wl3oa 3H1 :30110N Secure Railing to Deck per. Mfg Specification American Structures and Design Inc. / See Post Detail in Submittal. 2x2 Deck Edge Flashing s Elastomeric Deck Membrane Per Mfg Specs. 1x4 Fcia'Trim.1 Remove surface' plywood 8" back and replace With New AC exterior cross- banded Plywood Continuous metal vent. I 1 "x 1- 5 /8 "-Bullnose trim: l 4x4 Solid Blocking at all Rail Post Locations. Secure to Inside of Rim Joist with screws and Const Adhesive. 2xlQ,Facia Board, Mitre all corners and caulk. DecliDetails For Crystal Ridge Condominiums Approved: Ron E. Hol'mwall, Const. Consultant v 3 0, 0 • a qr • 4 1 • •1N3Wnaoa 3H1 AO Al11TdfO 3H1 01 3fla 91 11 33110N SIHJ NVH.1,1:1Y310 SS31 SI 31/11VelA SIHI NI 1N31Nf19Oa 3H1 :3011ON: Component Rail Wall Attachment wail Top Attachment Min. 3 ur Blocking Top Wall Sleeve Component Top Rail�� Glaa� Component Bottom Rail Support Leg Min. 1/4" Lag Screw W/ Mtn. 3" Embedmen X 1 Pt. Min. 1/4" Lag Screw W/ Min. 3" Embedmeen X3Pcs. \# 10 x 3/4" PH TEK Screw 410 SS. x 1 Pc. Bottom Attachment Min. 1/4" Lag Screw W/ Mtn. 3" Embedment x 2 Pcs I -`Min. 3 1/2" Blocking Bottom Sleeve Material THE &UTERI& CONTAINED HEREIN IS PROPRIETARY AliRI AN ST & UCIN NAD SHALL NOT ��� DISCLOSED. OR USED FOIAM/ OPER PURPOSE weC COMO tIE�ac 20333111. 253 Street Ai`ura, WA 91092 RICAN STRUC. URES OEStQN.Inc Tek (253) 113-4343 Psi: (2S3)133 -4145 07/13/2005 Crystal Ridge Condos Deck Details Approved Ron E. Holmwall, Consultant Id Z = Z- '~ W J U UO CO LU � 0 J �_.. U) LL W O Q . C CY: H = Z F- 1— O Z I- W W D ,O N: (3 F- W tu. Z L O W Z CO O Z 07/13/2005 14:20 FAX 2062845670 HCBRIDB 61J UT i S t O f1111 a Vafl Otvf "UV bN1'tC} q LJC7 LJ�70�?�7TJTJ Im uuu /022 M . T 1 To Rail Pro Available Glass System f � i 1 r } t Picket_ System Detail A Detail ail C 1 15/16 " . r Detail D L1 i �, �.Jj ( 7141: MATERIAI. C(N rAINC0 HEREIN IS VkDPRIFTANY CIS AMERICAN WrIKUWURE.5 A OE,SION INC. —� AND SWILL NOT 6F RCPROU11CF0. 015CI.OSED. OR UNI70 FOR ANY OTHF14 PURPOSt W rrrIOU 1' 7HE WRITT CONSENT OF INNOVATIVE AL UMINUM I NC. 20133 tits. 253 Street AM A T Fell: ( 833-4343 Aubun>. Wf 118042 � $c D E S I GN i nc t•I,x: (.53) 83 J4 5 4.5 07/11/2005 HON 17:14 1TX /RX NO 70081 Q 004 0 Z Z 0 co) W_ J N LL W O �a co D. = d. f' uJ z F— O z . 2 =. U0 O o � wW �U Z UN O Z_. "1N3Wf1�00 �Hl -JU A.LI ivi w =ni. w-L - NVH- 0:1d 10 SS31 SI 3WVN:d SIH1 N11N3Wnooc3 3H1 JI :30110N. Vt!!G1 ! 1 VIJIUb ILI J ybX111 v o y o o � Sp 1 j.? • r � 1 r-•-v � � � t � ---ice K •-- --�—?� � .� —� z at WP Bottom Mail Glass Bottom Rail Glass Mid Rail o 0 lad" o a .i._.__ - --- "� 1 a J L ID � l U5 4 L, N W Bottom Sleeve Material 2 112" Post Matuial 11 4 Post Vlatetial THE MATERIAL CONTAINED HEREIN IS PROPRIETARY TO AMERICAN STRUCTURES & DESIGN INC AND SHALL NOT BE REPRODUCED DISCLOSED. OR USED FOR ANY OTHER r t PURPUSE WIT HOUT THE W C ONSE NT OF INNOVATIVE ALUMINUM IN " 0 0 A NIE ST 2 S.E. I53 Street 7•e1: (2�3j 833- •t:3�3 - Aubrum, %VA 98092 . fsr: (253) 833 -�S�S .1 & DESIGN in; 1 �. .... a �.•..a• •.. :.` -. . 07/1 3/2005 14:21 FAX 2001845670 UCBR1Di3 uo u-►: oia nmerzoan acruouures a uez a p.l Intertek Testing Services E.. sO Art [(� lmtemk TeeHoR S tam; 0C i NA 40 211 �s+�o.lw.ur� Oa..�, toBrlLWa, riK �ItB Cmmft TgWpk w *6b4 WZi Fow 006-044M48 Norte POW M �wrtdbbx wn Won Now !-ice• 07/11/2005 MON 17:14 [TZ /RX NO 70081 0 008 i I Z Wk U, U O N Q N W; WO } J LL Q: S2 a, H' W.. i ,Z 0 .Z 1— W O F- W W; F., U; LL ~'.. O. Z. U co); O. =Z UY /13 /YUUS 14 :21 N'AA 2UUZd4SU7U RUBRIVE uua a s, ua u�r: ata nmer scan aLrucoures a ales caaa��Ya�ra 11 I�IU l3/UL2 P i Z �W QQ 2 J U.' U O; N CO) =. CO) LL LLI U. Q N a H W: Z ' F- O', Z F-. D p` :0 co) W W. LL Z; lJJ U CO O ~; Z. . U'I /13/ZUUb 14:21 trAA LUO284b"YU NUUN1UtS Jl,l.l 1.1 UJ UT40aa ►1111011Vetl Olr/•U�.iVUi'CS 'a UCS C j.3430.7T.fT0 tWUL4/WZZ p.� Ucell "log Symem Led. Mavcb 6.2000 RepWl%. 481 -1456 - 4c / 3023343 -4 Page 3 Rewbod Dtate: September 16 2001 INIT1ZODUCTION Garth TOMM ses vicasNA L6d1WAwA Gk Haney has coaduetedUoilam wdConuatt9cd load reason astskolma stasrdraR assembly mawbekttad at Ewell Railutg SyMros LtQ. =sw& twj oO throe in Sum. 8C. The tail avlembly wM idamlitied as the "C=Vw at Glass 5Ystao (4r Haight)" and was tasted ott 7uotasy 19, 2000. The t mdug vm coodueled to detaMdaaa if the OuadRod Anetatblyh iAsocoedsaw wie eta ROCA Nati=W BaikliN Cade n 9". secdotsr 1615.6.2 oaipr sad Conotructioo" read 16153.2.1 "w•rn Aprons ". A faduz eagaateadit evaluation of the section pmpetties of the ow piew iE, wA Resod ad E xoell SQwm WGId#d Fick wp tail was tonduclod on ]u1y 30.2002 as PW o(T94jcct No.: 3028143, This evsklAtion was is ddctt dm if the one - piece tail sywem would pedboam a well of better than the NO - piece section. FhWft that the otro•plxe system is ate aceeptabM aJtertaeta tt bas bear ineluded ion Wit repots. In addittaa to ** abort. aw awahsw ioa was coodueted to deaeststint ff Wv gualtajl aslseably meets the load atograiseYrears of" Lttcrostional Hualiag Cade 2000 (MBCO. SODOM IW7.7.1. D99MIMON I t i 1'Itcswardtail a (120") trick sasswtmd thsx cosoetpost to ooraet pW(wbida iadedes an intetarAble pax o xatid•tpen) and is (42 ") blab ttreasorad f amdock kwd to the sap of dw gawdrail. 7%v top rail is oommuetad In two lbwcs eondttialg of a sub4aih and a maalrasa Sgaasc Top Pail 4op. TU sett) -N!1 is faswavd to dw top *teach von=post wsioS twat #t2 x 1 -1 W pat&nd wrews. IU comer a =roper fiwafthe top osp is mtlrw cut and WClded UW VdmAs apptnammmWY 4 " to did= side. tub toecap Tuna e0000ttoauly fmo ore !10• owner sepoaW to the other. Where the tap grad iotootn sub a rac6 w dw btiiditt wall ettuctaae a wdl altooh4U= Plata is Ptovidod. A 2-32" widex 3" bishx U8" alam6waaplate amrsmbly (cw*lme with 1.12" loos weldedslav") it 1ltshaWd tts shooed Of the wptail NUS two 6L2 x. 11 -1/2" panimod *arm" ad there 014 x 2 psolvind sc mws (eoatpkte wide Msaago bJaad. soodel MN8xA0 slc�rre aaCMonj wbkta ae�wa the wMll aalaelsoaetat pMe 10 the eemcrvfe ttrall sanutrta A 61/1 "tt4da R 2• 713" h4A x 113" thick shssinuro plat w w slily is !aw=ed to the end of Ow bonowad wam a obwk 05 x 34 odr VOPWS PudwA4 omw and two 014 x 2" pataUW aim (comptole with Mva8o kwrd ptodel 14NU40 desvo ambors) w1aWt sectary 11a wsU ntaehment p3wts to tb ooacesk rral! agYOSaa+G Tae bottosrarails are 1�atasad a w 1" ingg aattatadod alweai wm rail clip us" a s gk 08 x 3/4" self tappieg patabcsd ,xfsw.1?ach of 11ac rail clips, located on either side of aseh Pest, talc 69etaed 1011th Putt V$We Mo 017 x 1 -U2" psabrad tesawr. A 4saper+ed s3aas panel 0. Zit' (3.63arr) tlticic is swpportcd botwaara the top statttai! a3sd on tspero0 ahasayd alaped bottosntail. A co- savndOd ritayl sheers is prov" within bout the by sash -mg CkUMW v^d tlro bottom nil ehwtaal.'1he vbsyl s kcve ice tlac tQP clIA=cl is apptottittbtely 1" Occp 77t!e vitsyl sleeve in the bottom o4tmtaet itr ahtpro4titatelr 1/2 deep. 7be Cattlel' preen are 1 - 5/11 0 square *=Ipk tst wr(W A renew eb+rse at each iasldo cons= and mdd4Ioetl0a WAS a wall ttticdttaaas of t?.068" thiok. Ao aJaoo�tinmtobasel►lab tocasurigg 2.1 /2" x 3 112' x I N" tbdtb was risberted b ere bare of each Post etny taut NI 2 x 2" Iwdotwd ,steel Awhwd tapping srrcvra (Robotttsou 1NhVehown Type "A"). Font $14 x 2" pstabaAd screws (oosspkcea with 1V% po btaod. awdcl MMx40 alcove spchm) wam w6 past to the eottCteitr float. SUPOO tfstgelanbactom "Odwaybetwrees►serepomAra 112 " @qLwe (0.060owididde3osea+)atwm utmapidostwppostlag which it *upped iow die wWenk% oftbe boaters!, exit and seewed wing a sink 08 x IJZ• teiftapPiaas mete w. Pxh tsE ar PauCacd 10 the COMM" flow mint a 012 x 2" paubcad wmw (ern„ pleetl with • Murgo brand. arrears MNSX40 cleave atmchm). See athcbod dawloaa in t5te Atpeodbs thr detail, red a geaaefal tayoae. 07/11/2005 KON 17 :14 (TX/RX NO 70081 QI008 e Z i� Z W Wes. U O UO W= J H CO 1- uJ O CO a H _; Z t— F- O Z i-'. U J C) O CO D E- =V U. O . �Z U CO) O ~. Z .7 ,., uw:. vs:•.1...:.d.::...:. ..3 .wv...:ul.:.�:L.c+. . " w:b.]i[: ° .. 11}.: nc: %i..:Ji.'wlaa4i.�; t,'J "..� %R t ��1 ll�� 1 L U�1 UTi JGd fllllCl'LUS711 �1.1'�/u 4U1'�� ..1 L►O� G�/ti a.. �... ,— P• Blood] PAUISM ftS24M ll.td. Maid+ 6, 20W 1ts_� IR No 481 -1446 / 3041343 -4 �, � ts8,t 4 or s CODS 1tEOtA Sepormber K"" Iatermtlonel SuIld tr Coda =000 1607.7.1 t hadraits aid rittttsf. 9ant1asil wombEws AM goods t>beU be do*iwd so resists load arso PMw4sper 11near trot (potntd per toot) (0.73 M) applied inany diewtionat &a wp, avdtottaosfct this lead tbmto rvppota a the sttnlceve. 1. � one.md We-fattAy dwdSM only oho AWL conewbated lost! NgUUed lyS.ctkM 1607.7.1.1 WWI be tippliiad, 2. la t iv" 1-3.F. Hand S ampawks. far aseno dtat are no/ mom s3le a 1ho Sawn] public a" +has hove an occepwtt loud me pate that 50. doe tldtd mom load " be shall be 20 potWx per foot (0.29 ftz). 1407,7,1.1 Cwvcatrrated loped. Hand it amroblies sad Suads td 611 be Able " mid a *bow cmetottatvd load of 200 polw4a M&P 04). stp►lied ft any dbSetion at any po lat akwS ft "pl and love atteelowal devices cad sttpportft ettnictaWe 10 W400M obi' ibadllaS to 4PPI" rule alese 1 1 el P P , to of the htldOW We iaad toed not be aetwna/ b 6n! aaneuosndr wino ]colt poll in the preegfts prigs►. 1667.7J.2 Ce�mW laaesrrodiate tags (eft those except tie ian&W). belvdm gad panel dills Abell be 4casned to widoland a harhms"y applied aormd ]load of $0 p0ands {0.22 M on an area not In ebc=4 13400 foe (3W wa?) irsels>tditi opeaotap slid ]pace b Kweonz caft Reeotio7ae due to tt h loading on not rcq* d lo be tttperiatposed WA those of tiller pr Oven` poaNPh' 1,607.7.13 Strew iateeaee. W bm hasduils and Swrds an desisted in sever4mm with the provitians for aUowAbla sta+ese dealdA►(wocl3oS seats dasi6t;) eott2aaiveyl Ear tba loads speei5ad le SeceiOn 1007.7. i. the albwAbte setae for the rol>tvtcn meld twin onwhosem are pa'mitled b be Wavased by ear: -tAied The 9" Wiled sstbty tlilctotr fair prooftested wo Min i s 2.5 in awar4me wim clause 1714.3.1. The e6fgy Caton for yeas used its tundra& aid 30 1* is 4 is sweidenoe with diuse 2407.1.1. TEST RRSUMM 1 • A hartransl tend of 12f. Ihtht wAe spplkd as the top pall without fagpro, Z, A horizoatttl c 000*80d load 05001W was applied to the top rn7 oritbont failum 3. A lwttsontal bsa ar2OO Ile was applied over r one-foot agnate a= of the fibs jWM Wkbaw MUM 010 MCF. TOr RAM A* onSime rift evaloado s was coadvavd to tktamdu if tbs Bx=B Round said PAccU Sgoare oaayieee vrWded picket top rails aiv equiveledt w $w two -piece sysum that vale i b&W evsks"d. The ono -piece system was fbrmd to be ea "acptable slta=* betel at the IbIkv ire: L Tesdas of dw ioitW syeb u mvea%d dot the two -piece "rite ely old sot wort as a eomipados stctzarL 2. Tea lateral section psopertin (Nielsen+ of lacstia) of tine eac -piece symew wwaod drat of the cap cap neC "I of the two-pwo sygum 'r11e top CW Pwvw" de agjQ1* of Yin 16"01 OwNem ofdw system• 3. Mw Witkw of *e Wagttowl bottom plate to ft one -one aysmm sigoificady ln=%m Ave bwrc I tlS otapw4y orthe rail. 07/11/2005 HON 17:14 LTZ /RIL NO 70081 Q 009 Z Z M. 0 W= -J �LL WO Q Co =d W. ZH H O Z U� O N. D f- W Z U. ~ O. .. Z W 5 (0, O I "` Z U / /1J /LVVO 14 :4L VAd "09840olu it:b!(11J11 it '•J 4M. /� 1'1 UJ NT��7 �7d 111tIC1lt/Ofl OI/l•UU VYI•C� !1 LC'� GJ�7pJJ7JTJ I yr � i `• 1 intertek Testing Services S, MSIBMKO 0 yyul iivcL p.a• `s 1 { i t i w f 0 nefa- 5 . 6 20 -Ml Fair pt- t =, /tl FIa11M • hp. w...vaga.Mkv,wfe i s i %whock hMCwr 07/11/2005 MON 17:14 [TX /RX NO 70081 QI011 Z Z ' u c j q Lf W =' U 0; Co . W =: Co U. W O: J LL Q: IA �. MORT OF ]PRODUCT XVALUATX CONDUCTRO ON w "WILDZD PICSM ALUMINL74 GUARDRAIL ASSEMBLY TO THE INrXPJIA*nONAL aG'f�tdG MDE 214 6. FOR LXCELL RMLING S rMs.4 i.TO. f140G -1=914 ANVIL WAY SURREY. 3C w3W aJ37 REPORT PJitP.PA1tLtl BY i ti;i„ 1N7ER1'BZ[ ST4UCr =kViC" NA LTD. WAMOM ftatSRY =11 ScROOt �ln,, ,"•. COQMLAK BC WK 4X4 •�+• RTIPO1tT NO1YMllCR: 401-11456-1c ` �... «. DATE- MARCH 6.2900 Xnr'SED *47'E3 39PTFMXXR 16, 2002 t,• : ;; UYDEit PROJECT Ma: 342043 4 ' i ,',�� fir• i . �t • Inttelek'netlioq Slrvica NA Ltd. role.& 211 sdWOhlollw Str.w, C44wklw, 00 VIK 4X9 Crntld 0 yyul iivcL p.a• `s 1 { i t i w f 0 nefa- 5 . 6 20 -Ml Fair pt- t =, /tl FIa11M • hp. w...vaga.Mkv,wfe i s i %whock hMCwr 07/11/2005 MON 17:14 [TX /RX NO 70081 QI011 Z Z ' u c j q Lf W =' U 0; Co . W =: Co U. W O: J LL Q: IA �. U'! /13 /ZUUb L4:ZZ FAA ZUbZ64bU'!U ■UBMUE ilUl. l l W uT4 Imo nm�r•audi� aNt'tI L71. t/f'4� e� lUa7 G.i.74a�7T.l9J 1 f �UiB�tILL , } pA� r !a and AR Table of Coeuaft Mgded Tab a of Pxvisdoas added t Pre!'ste Xavi=d lxeelt RaNing S�stvm Lid. Mamk 6, 3000 Maodua uariscd C Code Teat Resu]ta EV 41 aitioa Of 00941 aA "x oasts Rammed . ttepurt� No 48 t : 1456 -ic 13629343 -2 — - - - -- �. Page I of$ � .� . ttcrisod; Sepcl.�bcr !i, itin TABLE OF CON'M TS PAGE 'rARLE OF QON'y' I�' S ..• N• www. 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N• w•- w. w•.•• w• r_ M« rw.-• w.i.N.M..N•.MNhrw•wwlw••�Y...•• 1 cOrMMSION... s j APPW4WX A -- DRUM OF TRm TESTS' Mgm .w...w «_..r,.. «».. -.r. r.,.....w «_..... •N.w«._... 6PAGLr'S APPENDIX 6 - DZTAUS OF TM ALIIQP ATS ONL> n= RAIL ._•. 1 PAGE TABLE OF RRVLSIONS DIMMUPTAGIV pA� !a and AR Table of Coeuaft Mgded Tab a of Pxvisdoas added t Pre!'ste Xavi=d 2 Maodua uariscd C Code Teat Resu]ta EV 41 aitioa Of 00941 aA "x oasts Rammed . b iochds one- ' ae iop tail and MC Acc tastce cad BOCA auonW Iludidw Code rlo east oleo v*itb me uirwftq Top PAV ad&d 3 4 4 4 4 B added � _ 07/11/2006 MON 17:14 [TX /RX NO 70081 Q012 F i s z 'F- W J U, U 0 W =, -J C0 LL XL J J LL co) S CY Z F- O zr D' D O., ;O N, W W' LL W F' ' —O � Z lii ' U N'. H � Z uu U-730 rimer ic an orpruovurwt *4 too 07/11/2005 MON 17:14 [TX/RX NO 7008] IM013 1 Z LU D , U 0 �M 0, co) ui Au CO) LL . O' (0) cy LU X , Z H. ol %Z P W LL I 12 5• D 0. 0 13 U Z! LU Cf) O Z '11euuting was cattducw todelomtiryo it t Guard Rail Assembly is in Coa phance wish the 6OC:A Wadoaal RuUdiug Code 1993, Sections 161542 "t3asrd Dwip and ConaeetrctioW turd 1615.9.2.1 "113, ill ATCas ". A lolher Cogimaing "ustion of the section properties of the a= piece Excetl Rowed and Idxccil Squall Wcfdad Pick oup rata wne eoaductecf on July 30.2M as part of pw,jeet No.: 3028303. 'ibis evaluation was m detertchn if the one-piece fall system woWd perform as well or beaer dun the two -piece swim. Fir, ' that the one-piece system iA an areepable oltanste It has been iwhWed in d0a tepom In add us to the above, arc evaluation was conducted to dettonntitrt: irtbe guatdrall Imcnrbly tracts Me lord requiCctnents of Are lttbtaat*" 130ding Code 2000 (IIICX Section 1607.7. 1. BESCRIMON The Suardraii 6 (114 ") wide tnearured front lamer post b comer poxv and (42 ") high muasurod from dec k lr vel to dte top of dw gersatlrail. The top rail is wn*rueled is two Pieces consisting of a stab -rail cad a sna"n Equate Top Rail cop. Tlk stlb4mil is fastenod t9 an top of coch comet peat ua4v twe 2 x 1-1/2 paribmd screws. Tbc corns 3106va portion of the top tap h nuut cmand wt;ldcd mad exlands appti xAtaswly so either side. 'Each top cap tans continuewly from arm 90 eamor segrnm to the ocher. WWm the top and bottom nib attach to the bWMing wan son+ctwe a wall avvd"etrt plate is provided, A 2- I12" Vida a 3' higb >< 1 /s" aWstritatua pdrte aaatnlrly {conrpleta with 1 -1 /2" long wrttteA rkevcj is fatoatted fo the and Of the top riil ttsittg ewo #12 x l -MV Panitt:ad actews and *am P 14 x 2" paubmci nnu rs (cornnictc with Mungo brand, model MNU40 skeve anc>roea) whichsm" the wall setschMvot Plata to the conereta .van amwuxs- A i- 519"wide3L 1- 112" high x l/a" Ankle ahuwimm plate aueably is fisnoeoed a the and of tha bosom ail using a single 48 x 3/4" self tapping patrhmad scow andtt±w N/4 x 1" panbeadwwWa (cou pleic with MuWo brand, model rW..V8x40 siays attcJtars) whic4 secure tfse W0lI atta JW=tVlk&C to the caocmte wall structum. The bonota raila arc f'sxtancd to a 1" ImSeNwAld alrnninttru rail clip vsiatg a shWIC 08 x 3/4 sstf tappbe p4aboad seta W. Each ordw rail c1q3. located on either side of each POK mrr [asteatcd to tiro pax nob p, two 012 x 1.1/2" pauheed sxrevs. Altunfi rm Prcta.ts tatetdurtn6 We x 5MN x 0,050" thlak are weldor betweet the cop sub -roil and tho ckannel A&PW bottomrdl sad 3poeet14 -112 apart de.13aC7t picket is vmlded at eithersW to The oopsub -nll and fin thcoal;X o moon putrehed openag is dw btrtsoen rail and •raided to u ne aW. 'h a eon= Posts are 1 -518" Square C001*40e with a axrew cl:a>te at CACk irttride: Corner acrd nud- e>yctioo with a wait thkAmss ofO.064" duck. Art alumiauttt ba"oktc f►teasttting 3-IJ2" x 3.1/2' x 1 /4" tWckwas fkutcruA `o dto bark etfewh P09 using four #12 x 2" bsudsned aced flathead strews (Roberson Wtdtdbousc Type "A"). FnW 414 x 2" pattbasd :aorows (compkto w>th Mungo brand. PmW WN8x40 dorm anchms) sv=m each post to rho coacmte floor. Supptuti tg the weidW picket bottom nil at three equally spwcd poittri between tba pouts arc 12" square. 0.060" wall alwnb wo Picket support legs witteb an Inverted "YOxirnawly l" into the 5/8" pkkeu osd securod wing a Angle 0 x 1/2" salt' tspfring aarew. Each Ica is Awned to the concrcce door udag a 012 x 2" psaband screw (complete with a Musts► brand, model MNtlx40 arloove aoehor). Sao rtttaeitesd dmwhtgs in the aMndix Cdr details and a gcnaral layout. 07/11/2005 HON 17:14 (TX /RX NO 70051 VI /LJ /LVVd 19.44 PHA 4VO404autu ■l.Dplt/6 , 11 U.9 UT. v-to rl "lcl Lv011 S41'NU 4u�'C? e, 1JC� Lb/V tl�7J1J'TJ r •'T 8 :eeUJR0Aln= Syslosa L11d. March 0. 2000 Report No. 4181.1456.1e/ 3028343 -2 page 3 ors Revised Data: 9epteor6or 16, 2001 iNTROPVCtION Tnta oak Taxiing Servieco NA Ltd./Wanwak l4craey ba conduld6d Uniform axl Concerictuted bad tests on anakanutoco avardrail assembly manufactured at Farrell Railing Sysk o Ltd. morwibewrin8 plant its Stwrey, BC. The goamdrad smarntbly was kkutiiied as the "Welded Picket Sysseat (42" 1lefldd)" ated was hated on Javuery 19.2000. Z rl L W W� JU 00 W= U-: O 9EI LL CO Z �. H O Z l' W �0 UO W. O t-- WW H U. H �O ll! Z. U N O ~, Z U / /1J /LVUt/ 14:Ld rAA LUbXa40o 1U I1l.bKlUtS aJ'J .. f.i LIJ VT• JJO 1111101 A%JO11 J bl'VN VNI CZ q "Wtv LJo 040nJ'7J 1Wuciivcc (�• AJ Excel) Raillug System L tl. Maids 6.moo Reprice No. 491 •IdWe 1 3028343.2 Papa 4 of 5_ Revised Dote: Sepesaober 16.2002 CODE RECIVA11ZMEPITS Irrsrroattoaal 900bg Core 2000 1607.7.1 Boadtalla 4"d Boards. flandivil asemblies and guards doU be designed to it sisi a load of 50 pounds per Blew foot (lxxud per foot) (0.73 Mm) applied in any dinxtion Atttse top and to aalufe: this load davnigh dttstwtppotu to the RtruanizE. 9 Eseeptloas 1. For one -and too fanely dwelling% only rile tingle concentrated load mquuvd by Section 1609.7.1.1 shell bs epplliod. 2. Ile Groups I .I. P. H and S occupancies, for areas that arc Ut aooelaibk to rite general public and thatfdeve an oeenpattt lend no greater Iasi 50, tilt mialtmmn load shall be shall he 20 pounds per foot (0.29 kNhn). 1607.7.1,1 ConetattraW laid. Hwi&ail assesnblin and guards shall be 43e to resist a Ktncle conteawated Mad of 200 pounds (40.89 041 applied in any direction at airy point aloop isle top. cad have attachment devices and suppar ttrg anueme to nawar this fouling to eppropdate sttnieteual elenunts of the building. Thiss food need trot be assurreed b act eotacwtvotly with the loads sprxified In d" ptroadtng paragraph. 1 W.7.1.2 Caapaaeata. hisen. divAe rails (all diote except the handrail, balusters artd panel f hero shalt be designed to widutand a liwirromally app%W normal load of 50 potaads (0.22 kN) cm ev area not to exceed I square fact (305 uwv 1001ttdios opcninp and spaoo between rails. Reactions due to this loading are nol required to be tuWnsposed w ob those ofeilhcrprwcdmg pamStaph, 1607.7.1.3 Str'esr lnerenae. Wises handrails and gusr4s are designed in accordance with d11: proviaium for ngawalik •cress desi=n (mauling sum desigm) enksivoly tar the loads specitles in Section 1607.7.1. the al:ovnble so= for ow members said Iheir attachments am p=Wnod to be increased by one- third. The required safety factor for proof tested assemblies is 2.3 in accordance with clause 1714.3. 1. 'w safety fsctoi for z1ass coed iA )handrails and guards is 4 ira aaootdasce with GLwao 2407, t . 1, YLS'l' RRllSSUL'lr'S 1. A hotizoalrl load of 1001bWO was applied to dre top rail widen failure. 2. A bolkontaf eoseeaeroted load of400 lbs was applied to the top rail without failure. 3, A homonal load of 1 11b was applied oven a ostc -foot square anew ortho pickets witboue f■il ra. ONT, PXIOCE TOP RAIL Ao engroceFw% evaluation wall candueted to determine irft Exfoll Round laud fiixcull 5qumv otte-piect .lidded picket top rails era equivalent to the tWpiece sy3tdm tact was initially evaluated. Thu trf>,e -place slrsok'm was found b be an "table alternate based on the tollowmg: 1. Teaua� o[else initial ayatsm rfaysakd riser Ibe two -piece awes bly aid not work as a composite sectiern. 2. The bteml section propetdes (Mobtewt of Inottia) of the ojje -pieta ayawm sunned dui of the top cap section of file two -plots sysew% 'Ties sop cap providc4 th4 moJority or dw lateral sties of the system. 3. Thu Addition of the inwgrated bottom pinto to tho one -piece sysuru aiguificaady aua sari the bucdtng eapacirt of tbo trail. 07/11/2005 MON 17:14 (TZ /R1l NO 70081 1 015 zz Q SZ W QQ � -3 0 UO CO) O W= J �. Cl) LL WO } �J LL N W. 1 — O. W 5' �p .O Cr) 0 H W UJ. Z LL — O: LLi z to H � Z t 07/11/2005 MON 17:14 1TZ /RX NO 70081 RbO f Z N Wi i �i_• � i U O' to W J LL. Q 4 = d { .H =. Z .Z Off; t u W; D O w w `. Z U CO) ' O Z UY /13 /YUU5 14:ZU KAi YU6284567U MCBKIUK -J %A A is VJ VT, VJ42 16144VI .Va /1 � al -M' L.JJ VJ J - TJ - TJ Intertek Testuig Services EM SEMKO �uua/uiz 1 , 07/11/2005 LION 17:14 [TX/RX NO 70061 Q017 �srrnRr o� rRODUCr EVALUATION C 'NMUC72D ON A "COWONENT GLASS' ( ALUSUN MOUARDRAILASSIMISLY TO THE tN' MSKAInONAL 1lU11.OING CODE 2000 FOR BXCtLL RAWNG SYST>r MS L". Od% 22924 A[YM WAY SURRRY, BC V3W m REPORT PRLPARYD BY .1 INT> TItK'TOTING SEAVIC 144% LTD. WARNOCK UMMY �:. •...._. 221 SCRMLSOM STREET C4QVITX AM. sc v 7IC 4" c RE�PORTNUMBER: Oil -L4Sb— 4c DATE. IMARC1l C x0N *Ic RRV%SB flAlM: SE!'MMM 3 6, 2 062 UNDLIt M JPCT NO-- 3010343.4 am ♦� r latertek'lli xdmg Sav ices NA Ltd. 3tt fclwotf.ou.. aw.b Ce"kl m. Be WK Opts Coewdo M 7WwNen� itt.<tA.l,2! F111 �.S'JI.t1RA Wlwr ilw.� I.w.n.erlrw. ►dlA... �uua/uiz 1 , 07/11/2005 LION 17:14 [TX/RX NO 70061 Q017 07/13/2005 14:20 FAX 2062845670 IICBRIDB l® 009 /U LL J\/a 1a NJ uT +spa 1"illlr'f•LUdfl OMt'IIVH�JI•Cy a Lrb GJ.70�70 -t'JTJ s . r• I D is zxccu IROMIRC 5ysla05 tLM, Match 6.2000 ,# Report No. 401.1297 - k Page I of I ttYi'RODLIt� 1'103h1 lowtr It Testil4 Sfty a NA LtdjWmwck lialmy hss condhwled Unirocm alts Cortoenormed load Oats on an shmninum CUMdnu assemb awofi bAW at Ewell Railir4 Symms Ltd, woa a&cmting pbhnt In SWtey. BC. The tail awnubly was ideoilied w dw'"Component Orals SYM M Or H4ight)" cad Walt tested on Jsnuaty 19.2000. 4 The twang was edacbed is aceadnwe with doe BOI:A National 1100% ild% Code 1 1999, eecdom 1613.8 "Guard Ors "and Censorvetiod' and 1615.8.2.1 °!a -fill Alva+". DRWRIKI'TItt1N The sum*Wl b (120) wide manurod ftrn ceaw poa a cmrndr post ( wbich bcludes alo hwontediate pest at roiQVM) wW b (42') hio mewared tkom dock level to the trop of the Vusrdtt L I T1te lop tall Is eonsavand in two pieces cowittinS of a subtad and a strap -on Sgmm Top trail arp 71k sub -mit is fiatactod to IAA top of each comer past Rune= two A 1219 1 -1/2" pw*u d scr+.ws. 7be CorWW hhioeve patio. QF dW top cap t is mitre Cut end weWed ood come apptoelMM/dy 4" to oidw eaU Eacb trap cW iud ewtWuohasly *on ant: 90" coma• . seQshsril w tit. odw. Whets rho top mid botiecs to& ad" to the buildimt wail saucturo a wall attadmew pleme is provided. A 2 -lrJ" wide x 3" hleh x 1 /$" skmin uel pbft asshhxnbly (CompNle with I -ItV long welded .keve) in fasra+ A to the 1 and of tha topnil uslog tyro 1112 x 1 -112" Pon red screws and dwft 014 x 2" pt+olteod sec. s (compWw wa4 Mateo ¢ brand. thodet 1N U40 sleeve wm* wm) which nou re Nn wall strduaent plmw w the concrete wall stcacme. A 1.1jr 1 mice x I.-7r/8" high x Ur Wait atambwa pinta atimm* is Ariened to tom cna atom bottororail Oak* a sinsle 8 x im self tapping panhood mew lord two 014 x 2" panheW accewa (emplese wkh Mwgg Ash meld MNU40 strew ancltaa) which locum the .wait 4VAdrcte111 plue to *2 miasa won swumans. '{tta boew.t rtrils ate ts�ia+sd do s >t' bai exatxiod sh+ittihwm no clip weft a ^Ingle 4S x 314' solhappalR patoead mew. Eoott of the tail Nips, lvc an either side o1' caeln dolt. ate fltsuenes Ca firm post ttsirna two itt2 x 1.1/2" parhltsad aerewa. a i A teapated Sim poet 022Z (3A3tmii) tb7mk is sappvrlod Wo am the bop =b -rail cad the tapered clatr'te131% Rod botean nil. A w-c* sdod vinyl sleaw b provided within bolt d3a top sub -sail dhwnal cad the bottom �o�ail dtonhltel- 7U- vinyl s)o " to &W wp chainmi, b spprcrAmucly 1" damp. 'M vthtyl slaws iv tithe batom.oAtumel is Itpp miroslely lir 1 . deeps Tbm pairs of axttuded alamihntlttt risk -3, -ouch grille 1 - 1R" x 3f4 x 119'x 1.314" lone. wore Named at mW spat and at qua W poiott► tee" post kg usingtwo 012 x 1 - 1/2" ttaia m stosl paabesd Wmwa. OW7181aattj ape was and benw4en the obanisum ataglss anti dw alas to avoid dirmd ameal to slaw amEWt. The corner posts are 1 -54" nRos z camplem: whit a setew chase a c" Was* corner god tllld- stclian with a wall thir3mom of 0.068" thick. As *toil» rnwt bssaplaeo nwasurias 3 -1/=" x 344" x 1 14" 1}uck was laurelled le rho bow of tarts post using foot 111,2 x 2" hwd=W hotel fladwed tipping scsvws (Robwtwn W)titcb~ Type "R). Four K14 x 2" ponhead unwa (coanpiate with Mhrheo brand. model MM &W slew ro apchoes) aeoura each post to aloe cotoct'ale lb". Suppori!4 the botmm tall midway between ttte posy are 1 W square (0.060"wo(l thickma) alhsatw= picket support W& whicb Is xV"d Ito t1tt: wWmide of tot: bottom rail emd wctaed wing a sittale 08 x Ur self tshppi» 8 stew. FAClt Ica is fastened to the concrete float uaiva a 012 x 2* pa decad mew (wMpkre wilt a Mango btwmL model MM40 sleeve ant has). See atladted draw1mv in the Appendix fat dsoaits *04 • Renewal layout. 1 07/11/2005 MON 17:14 [TX /RX NO 70081 Q018 Z H '~ W 3 0 Co 01 LU J l.. N U. W 0 U - co d. H= w o W U UY W Ui. Z H �. 0. lLl Z U N P Z _ 07/13/2005 14:11 FAX 2062845070 MCBR1UB tJU t� ��1 VII VT • �/ f a 11111QI 1 V011 �I41 C> m a/Q w [�V �IOJJTJTJ l®UlU /U2L r'• i V P. 3 Exalt Amaina Syalems Lac M w4 6,1000 RApon No. 481.12!7 —4c Paac 2 or 3 Ir ST RESULTS ©OCA Natioeal 13u)idbg Code: Sootims 1615.92 aid IdISAJ.I I. t613.w1.2 Guards shall be desipod end wastrveted for a mma a m t load of 200 pounds ('91 ko applied at arty porn and in mW direo*w don tea rap railing mewdaa : CHIMI* 10 c 1 (a value than dwwd ft Meft In oocapOS" in Usc Groupr ltr2 sad R 3 shay aho be "Pad Iwd oonsorupted far a aRftbrtrt lead 050 pew s& per foot (74 Itp/ra) applied Mri>oonnlhr K 1150 M quired Patd 15601 sad a SWAI1a MM21Mrifmn load o[ 100 powrda per• foot (149 kafnG applies wi*mlly davmw wd at the top of twx dYar Tim 00000"atsd and unifann lOdinB tjopditlmlal !11411 sot be appHod titn "bm"ottsly. 7. 1615.9.2.1 The wn - 111) arts of a a wd shaft be dn*md aid eonao wood Jw w hatmnal cwcanwated Toad or200 peuad+ (o kt) applied on a 1 sclum feet (0.097 a12) area at any polm in tae sratam, laciudotj iuknv edlate Twit «Odwr ekmmm tarv'iail Ws pmpoee: 'Isis laadiai condition omit pot be applbd mmultaseousy vjA the lorffist cotndlNoas in gantlet 16133.2. The de.sr&" asaaabiy withstood the 10aditt ewditiew as dmaibe4 above which included a 2.0 iafatr yec+er, the Cam in pmt Iwd ft kw1aded a 4.0 sdArW f Wr or M lba eve the l pquwv foot w4m 3. 2406.1.1 f 'Ilse panels and 0" ovppotl a vem shall bo 4aigred to w*ftoaad 11te Im& IpedReti in sedloo 161S.9. A safety faeW of 4 sW be two& Tine auardrail assembly withstood the I04ditls eoltditlorns w desei+bod above wlti� 1tieNtdod a Z,0 ssfacy fades T1so Blast (n -till pegel loodilta it bk&d a 4.0 safety faster at $00 ft over the I aquw foot ants. i i f i i 07/11/2005 HON 17:14 [TX /RX NO 70081 9 019 1 i U7 /1� /LUUb 14:21 FAA ZUUZ84507U ■GHKIVIS �6A L`L \IV 4T V / V 111 /1 CI ♦v011 vVl VV V4 C? M &A a- %I 4A T'a p.4 Ewen RoUleg Systems LU& Merc6 6.2000 lKgOW No. 481.1297 — 40 �6e 3 of 3 . CONCLUSION The pwrdrQ syt+trm sad iwatl aft es demtmd in do report (wd smt "W drawbp) meets the loedtg regUiieQWU of t w BOCA Naomi 8eildift Cade i999 Edition. Sedim Ii1S,8.2, 1615.tt.21 end 7406.1.1. 07/11/2005 LION 17:14 [TX/RI NO 70081 @020 - W d Woo 0 om v 0 0 N N PLAN kiN SLIP ACTIVITY NUMBER: D05 -292 DATE: 8 -8 -05 PR03ECT NAME CYRSTAL RIDGE CONDO - BUILDING F -1 SITE ADDRESS 15310 SUNWOOD BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buit Di ision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑� Incomplete ❑ Comments: DUE DATE: 8-9-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9-6-05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28 -02 Y z v o co) 2W L w O. LL. CO) LLJ z O, W �o U co W w' v LL o' z U N' O z Look Up a Contractor, Electric�-n or Plumber License Detail Washington State Department of Labor and Industries ' General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License iVtCBRICR099JZ Licensee Name MCBRIDE CONST RESOURCES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600524476 Ind. Ins. Account Id Business Type CORPORATION Address 1 224 NICKERSON ST Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2062837121 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/9/1991 Expiration Date 3/25/2007 Suspend Date Separation Date Parent Company Previous License MCBRICI I64D8 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MCBRIDE, KENNETH W 01/01/1980 EDWARDS, DENNIS J ;' 01/01/1980 MCBRIDE, PATRICIA 01101/1980 GIBBONS, FRANCESS J 01/01/1980 WITTE, RICHARD A 01/01/1980 Bond Information 1 Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received I ,yva.eov /lni /bbii)/printer.aspx ?License =MCBRICR099JZ 08/15/2005 J = H F WO LLQ ! C� = On W ZH H- O. Z F- W f ? Uj ,O to � H W W: - U, LL ~ — O. i �: z File: 0 DO5 -0292 35mm Drawing #1 -3 r |||||]||/|||||| H P IT1191h Avenue F SIA161,W4. 98112 125 CIO CfEnginserIng 0 0 Nickshm, Suite 302 1 Z ( 20,61 ) , 211111-4512 IU502 N.E. 381h Pi. #101 (206) 827-3063 10 * 18 nd, WIN. 041033 L ndlecsW Architect: The Johnson Associate CITY OF TLIKWI <f 7 1 1 1 8,V111. 90112 U (206) 2228-7423 Sea AU Silt 2005 E L I PER, MIT CENTER - �J R-4 District Low Apartment I Lot Size: 7 th t o wed Density: 72-WO - 111-70 Units per Acre - 1 Salk Requk"nis All cordlrucllo 1 comply with Set Backs to Plumbing. andmoct "Alh SA IPW-" 100111, $1all and national codes. ianl6al to conllotmn� 200 S.FJ.Unli-.i4400 S.F. .4�qns Architect for any alme moonal 41111400 WMrs or conflicts. General contractor must vedf or I.Ruilding Code General Contractor shall be responsible for providln'g a weallhar-tight Dulkling including all necessary sealants and 1 CWnQVPSVdIOpQr and contractor shall assume responsil *t lr,- and Ilablilly for coordination of related bld-design work, 4_� basement --T _4 ventilation THE AR CHANCIES/CORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE 0 F The Contractor shall uIllize construction tect Pre standard and acceptable to the construCtion industry. - The Architect does not assume - liability . or responsibility for Methods of construction, WqMMaW& 0181111111 n these Coniract.Doc is. ;Dall Roftn of Trad Of Interurban Addilim 10 S8411100, as per P491: 77W Aftit recorded In 10 of Flats. p eqt has net been r 0 00. Records of King Stained or compensated to to the C o fl fficr" A or to loint In the East 44 of said Tract 11 whi ' &Chra q U @s Or PrOcOduf6s rdiiPlrod for the Contractor to 0 .162-79 1041 North- ch Is jbiM ;THENCE South DI the SMh@&g oor th ereof . - . . . perform hfS wo- T he undistlaNng Of Periodic site 89 degrees 52 ! West a" the' ' A "Ject MAN 1 w be - Construed as supervisi NIP THENCE South 00 d W East 39e. 1'4 fe - North 89 degrees 5Z, East 141.66 feet. place 1 " the p Of wOr* b)t the conlractor of I . ;u-Q w"Puyvej or employee$ o f supp of , North 89 degrees s.- East 159.21 feat 10 the p 0 1,L_. twrm ! EXCEPT Jim Easterly 5.6 8. - j " ea Cal" ulations, 1111441116. In the City of Tukwila, C W"noton, Ounly Of King. State at Unit Pallat 2nd Floor Total A-F 966 50 ea 1'01 C4 ol'Toikwilal Short Plat No. $11 �3 0- SS. 41000fft to the PERM Total 72 945 Are f the West 30 lCot of the tAS1,480.86 Joel �F. T0121 AF AWh of lhb North 270.00 fillifol Tract I I lrd@f and l y in g t. I W. : Iluste In t"'S Clfy.of Tu C Of King, State of 5 ..2% 2 10 1000 UuFwrw 7* car 11 gig I Total with p6ale access door .12640 2. MOM class 60. $ P e 113 Plum with shared aoces bing Ila HOMWS SW Meet ASHRAE S4arda(d W75 11447olal Stalls t FkVYMS 10 draW junbW air. Provide glass do., 1* 0 Compact + Total 29% aw ur TLIWOU AN do" Ww windows to be ful Lai. I IT IAING DIVIS : . ; . .: on, bolh and dryer, - 764 940 12974 4520 fanianfli F2 586 490 C, FR';C 6740 2263 - R-19 Storage X FU AlIV- ftw ZOP401 C0110141116 Slab Perimeter p,4 4 Elevation scate ". Pliant A15 1/4' FiW PWj He Unit 0 . .; F*ur4 PIN end Bilt=rd RiAn/Fliall'Fioar Fralkno iA20 - Ifir EW -SWiding E A Doak �� ' | ^ | ' | ` 3 | Inch 1/16 ^ ' ' ^c/ - ' � | ' ' ' ��| / | / ��| | ' � ' | ' l ~ ' ~/ � �| —. U|UUUU|�|�|UUU|UUAU||UU|UU|||UUU'i|UUU|[�!|` ^� U|UU�U|U|U |NU|� U|U ,�...�� � u ~ y pr ASWALM COM()MPtF 941rJ OVEIL UILDINb Eplove& 1 11il . pp r9AM . E - r.. A; - wins'. 'j 4 2pt FAFT6RA - An I V Section Thru Roof Connection 6.0 1.0 IGIONrT. 'B ' Ut'bT i AIL Tr;'i - o HiI.o ' . . _EA ..402,.Sd tS.0 a 1190 10.5 x *W Is.s. I A 1 .5 R4Y11ME 'no Nn M Z �\S IJIPAD O!Mc, V" Kol 160 P . FACIA VT DLr!AI 0 h,gt : -SO ik + 1%.0 v ' A w ge 19 A' VLWS ( Pjo v ( A I ftmom & OVM VU(JIT, Co I'S 6.s Ills 00 VGWT \/BNI; ViRd $wc4Qw&- 6Ehiii4p 1 .15 V.5 LIN x .7 .516 - 7 *A 1• 7 r r I el - 7W — C Attic Ventilation Calculation TALL v r • b " irst F1 F"^r F rammail Or- CA41"I-XVION op Plad/Second t 10MI" ( di - A BUi m B . CEDIN 5 2 4 1/16 �3[ Inch 6 II I IIIIIIIIIIII II II g I IIIIII IIIIIIIII 11 yv NE A LL , I. t;r—c v a* - rYACOXL. \vw> 0 MTAI L>5 Wc�r I N�Z= \V^L.6 OZACE04 HOT I RP CATER, Clft 14/ 1�i Sft*K— j HOZ47010-V SC.49. OA foyta r So F � c i�rg� 'F4 r 0 0 0 0 � I V a 01 r0go��) Timt Floor Plan /Second Floor Fra__m_ Wir+�c+ Q'l A CO3 I III Inch 1/18 III 2 3 IIII I(III`II . II_I II I � - I �'� - il`��l III I�j' j�III�I.�II.IIi_I)I III_.Ii.l ) 1 1 4I I 5I I 61 6 A J l .. Cj IIILIII�lI IIII II. 11. lllllllll �II IIIIIILLLIL�IIIIIIILLI- LIILILLI I f 1 6, IIII�IIIIIIIiI II IIILIII�hllllllll�illllllll�illll 1111rlllilllll�l _. IIIIIIII�IIIII E4��Asss NO i � 1N6 ALL C 1 WAS f 1 E bMli 4 ti � Z O W � ^ W I N N j O 0 s