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Permit D05-288 - CRYSTAL RIDGE CONDOMINIUMS - DECKS
CRYSTAL RIDGE CONDOMINIUMS 15315 SUNWOOD BL DOS -288 .r 1908 f City o), Tukwila Department of Community Developutent 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3597000200 Address: 15315 SUNWOOD BL TUKW Suite No: i Tenant: Name: Address: 5 CRYSTAL RIDGE CONDOMINIUMS 15315 SUNWOOD BL, TUKWILA WA Owner: Name: CRYSTAL RIDGE HOA Phone: (206)852 -8195 Address: C/O BELL - ANDERSON & ASSOC, PO BOX 5640 ' Contact Person: Name: JERRY COSGROVE Phone: 206 - 696 -2581 _ Address: 224 NICKERSON, SEATTLE WA { Contractor: Name: MCBRIDE CONST RESOURCES INC Phone: Address: 224 NICKERSON ST, SEATTLE WA r.. Contractor License No: MCBRICRO993Z Expiration Date: 03/25/2007 DESCRIPTION OF WORK: REPAIR EXISTING DECKS: REMOVE AND REPLACE EXISTIND DECK PLYWOOD, RAILINGS. NEW FLASHINGS AND ELASTOMERIC COATINGS. i 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: R -2 Public Works Activities: 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: ` Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC- Permit D05 -288 Printed: 08 -15 -2005 Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -288 08/15/2005 02/11/2006 Z �Z '~ w � 6D. VO. U) o' CO) J to �. w 0 J LL Q D = Z� Z 0 �p V ax 'S LL W Z City of Tukwila 1 Steven M. Mullet, Mayor Departn:erit of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -288 08/15/2005 02/11/2006 Permit Center Authorized Signature: Date: 0 `b5 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 performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: T £ ' 2 P j Co S (7 kc) y 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. dom IBC- Permit D05 -288 Printed: 08 -15 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3597000200 Permit Number: DOS-288 Address: 15315 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: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 10: 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 z W N 30 0 0 No J F co i1L W O 9 Q WId =W z H 0 zl— _ W �p O to o f- UJ =U U. O z to O z doe: Conditions D05 -288 Printed: 08 -15 -2005 { . 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. _3 0 , 00. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws W =; regulating construction or the performance of work. W O Signature: Date: u. Q s = Print Name: J E k R C d S C 2y 1 ►- O ? z w W . _ UJ ftt O ~ 1 r. qt i I i i i i rinc- r mclitinns D05 -288 Printed: 08 -15 -2005 J'(wtu, w CITY OF TUKWILA �! Z Community Development 1?9partment f Public Works Department' �� Permit Center rsoe 6300 Southcenter Blvd., Suite 100 f 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. * *Please Print" SITE LOCATION.: _ King Co Assessor's Tax No.: - 7 0) e0zzo Site Address: S 3 S S y/V W OO L3 L V D Suite Number: Floor: Tenant Name: CRY-574L IZ 1 G L New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: C_ R YS 7 L- R t 17(y r. H U-W r_ QQ S t SS/V Mailing Address: /S SVNWOO(J 131- ✓O � 3 01 7 t1 i^// t A • V✓/I, C-1 $I $$ City State Zip CONTACYPERSON Name O IJ HOLM WA-LL Day Telephone: q 2 5' 8 Z 2 72 Mailing Address: ! g�.`� 1 -14WK5 Vir_W 0A. AR1. rtiJCs?'tnjV U/A x /822 3 City State Zip E -Mail Address: Fax Number: GENERAL: CONTRACTOR IN. FORMATION =, Mechanical. Con tractor information on back.page) Company Name: JJC�BR14)F CONS; R•E .50tJRC T" Mailing Address: 2 .2 ( 4 N 1 C l< Z )z 50 4 5 LA-T 7 L \AA . 9 O /D°I City State Zip Contact Person C-1 S It 6k P L Day Telephone: 0 6 2 S 3 ? 1 1 E -Mail Address: Fax Number: Contractor Registration Number: M C B Rl C R O q .7 2 Expiration Date: 2 5 " D 7 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF:RECORD := All. plans must be wet stamptzd by Architect of-Record Company N /V Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: ENGINEER OF RECORD. =All plans must be.wet stamped by Engineer of Record Company /v Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: q:%%permits plus\ice ehangeslpertnit application (7.2004) Revised: 68.05 Page 1 bh Fax Number: Z Z �L Q � JU UO O W� CO LL LO LLQ cj),� =L Z� N O Z H UJ 5 U� O- o�_ LLI =U H� �O !il Z H H. O Z 901,1) NG:PERMIT INFORMATION -.206 -431 -3670 Valuation of Project (contractor's bid price): $ L 9.9$ - Existing Building Valuation: $ Scope of Work (please provide detailed information): SPA t A .7—X £ CIIS t/ £ �1F� ���5!•frtJC�s �GI�S i 0MERIQ. GO/iTWCa S t Will there be new rack storage? ❑ ..Yes ❑.. 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 principal d elling: Floor area for accessory dwelling: *Provide documentation that shows that the principal o er 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 Will there be storage or use of flammable, combustible or If "yes", attach list ojmaterials and storage locations on c None ❑ . Other (specify) Is materials in the building? ❑ .. Yes ❑ .. No 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. q:\\permits pkis \icc change permit application (7 -2004) Revised 64 -05 Page 2 bh z Z `~ W JU UO CO) J H CO W �J W Q. N`CY = W 1— _ Z� ►— O' Z t_ U� O CO OH WW H� �O W Z O Z Existing Interior Remodel Addition to Existing Structure peT>f Construction per IBC Type of Occupancy per IBC V Floor 2 ". Floor . 3r 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 principal d elling: Floor area for accessory dwelling: *Provide documentation that shows that the principal o er 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 Will there be storage or use of flammable, combustible or If "yes", attach list ojmaterials and storage locations on c None ❑ . Other (specify) Is materials in the building? ❑ .. Yes ❑ .. No 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. q:\\permits pkis \icc change permit application (7 -2004) Revised 64 -05 Page 2 bh z Z `~ W JU UO CO) J H CO W �J W Q. N`CY = W 1— _ Z� ►— O' Z t_ U� O CO OH WW H� �O W Z O Z MECHANICAL PERMIT INFORMAT ION. — 206- 431.3670 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 informati Use: Residential: New .... Replacement ..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ ? Indicate type of mechanical work being installed and the quantity below: Unit Type: Q Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK BTU' Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP 11,000,000 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 I Other Mechanical <I0,000 CFM I Equipment ;PERMIT APPLICATION NOTES Applicable to.all.0ermits in this A0 1ication 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 O R OR AUTHORIZED AGENT: Signature: Date: 7, 5 - &( Print Name: Day Telephone: Mailing Address: Z Z y ICJ l C k C R S 0(J 50 47- rL - IAJA °/ 8l 4 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: q:\ \permits plus\lcc changes \permit application (7.2004) Revised: 6 -"S Page 4 bh Other: El Z H. ~Z JU UO y0 C0 W J = 1— N (l.. W 0 U- Q = W 1— _ Z1-- 1-- O. Z F— W UJ U 0 O - 0H W UJ HC LL O W U= O ~ Z f90 Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3597000200 Address: 15315 SUNWOOD BL TUKW Suite No: Applicant: CRYSTAL RIDGE CONDOMINIUMS RECEIPT Permit Number DOS -288 Status: PENDING Applied Date: 08/08/2005 Issue Date: Receipt No.: R05 -01156 Initials: BLH User ID: ADMIN Payee: MCBRIDE CONSTRUCTION RESOURCES Payment Amount: 718.79 Payment Date: 08/08/2005 11:10 AM Balance: $0.00 TRANSACTION LIST: i Type Method Description Amount - -- - -- - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- �.. Payment Check 1555 718.79 t ACCOUNT ITEM LIST: Description Account Code Current Pmts -------------------- - - - - -- - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 432.90 f PLAN.CHECK - NONRES 000/345.830 281.39 STATE BUILDING SURCHARGE 000/386.904 4.50 i Total: 718.79 doc: Receipt 11! 5893 06/09 9716 TOTAL 3997.65 Printed: 08 -08 -2005 f Z �W J U� C.) 0 , m ot w =; L J U. Q' 'cn'd _; HO Z f- . W � p O N` o = V. W Z U N' Z ~; P ject:. Type of Insp on: ddress ate al led: Special Instructions: Date Wanted: a.m p.m. Request r: v Phone No* ; i i 't i } i } j 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. _PfERI CITY OF TUKWILA BUILDING DIVISION (04 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 1-3670 P r r o j : T L-.— I Type of Inspection: A ress• ISpertiarld LDIte 4- Kate wanted: a.m Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. —P COMMENTS: I Receipt No.: I Date: I �Z ' �V W U O n V) U) LU W Uj 0: ga LL < co) =). !E' I .- La Z Ow W F— W 5. ;0 �LU LLj 0 Z liJ c l): U — 2 INSPECTION RECORD - 1 Retain a copy with permit 5 -� INSPECTION NO. P ITN . 1� CITY OF TUKWILA BUILDING DIVISION ' 6360 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: Ty e of Inspection: • t , A dyes_ ate alled: 40afe--Wanted: , Special structions: ate; ILD p.m. Requeste P one No: tp Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic Receipt No.: Date: - ..»->. K:... sn..,..,,: r>:. :..- .:.� ✓vsra_nn,..- .u.w:�ta -..n ^:r- ,,.� t.,:,. ��1- :C.r. -]� :.... _.._.. _ �.._..._. r._�. _.. F.......�,.. ... ......... ..__�.� . ..._: .. .. ... .... .. � _ u r gg . 1_ I +w 0 UA r � r oG2 C3 0 x � O ca at Vl �O M- r , `IW m la a 0 u s Cp a r 3 u) . Y ) G � a311�0 ANY �Oi C3s(t �0't�'Q1�JSIC b�5�00�1130 � 7�11b� 0R�11'� N � Yr o1�� °' AiiY19i11rO1W G ►'��a�ry�'0SlYliHlYli13�1 c 3 tc� N a �~ U a � W O !-- c ¢� t7 cc R¢ Ln1! Q LU U c Md ( A PaLpeub c MRS llem wqo9 c ■ S4eld OW8 lib X alp /M d c Wod ,:b /£ t .aft R R v 4 (ro9 L c �anaa jS , 06 wouwyn}d 1unow LE r C 6 1n�ta� t C V r P- #12 x t 112" PH SM SS TOP Rath III N O ,, LY m 0 0 ti z 9 N. F .r n Top Glass x Insert p � o o " U -a h ti Glass ° a Settlng Block � X L n7 s o n L ' Bottom WaN Mount n Bottom Gass C Inert # 12. x 11/2 PH SM SS Screws n L ji Bottom Rail y Support Leg #12 11/2" P SM D = A SS Screw a 'd TILE VA%1M CWA1NW XMM (S PROPRIETARY TOANQUrM STB{lGnM i DESIGN MAW WOU WT K REPRODUCED. D PD ISOMM OR U S FFm AM/ OS45A Q(IjtPp� < Th'E WlN1TE�1 CCN:WT OF IHNOVATiVE A:UMMtAN 1rG . t A w IBM 16133 3.E. 233 Btrie! AM Td: ai: (!S1) X33 -�43 ., � Aubeo� WA 2 9q! m fu (I53) =454S 410 lyv; o� Top Wall Mount i M31A M . pamurds Q II I Ama .,� a c - a= C 1. \ C C c v C r Pc a3aomm amn ao c r w 0 � Di D� c a = a �v _ c c C 0 C c C C� ta' -x n�. v� I 0 r to N 0 0 en d r cn N ac :t} z 0 0 y N O O N c t t c c C C . C C C If . 'c (c IN "NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT., _..__...._. �._.__. �_--._ �_«.._.. �._.._..___...,____..._.-_.. �..__.____. �.._. .._.__�.�.- ._.__�..__.._.._.... __.__�_-.��.....- «........... .. ..-....-..• w.. wr.. av<. �r .�wes+cw>as.ca..r-us..r� +.v.Y. r.«- s..n.v.�,..- .....swM3r,r. '^1:C�Y�a.:r..�.�:t^'�'�: _l:Y�.... •_sL?!.ti..... ..,.. ... ...- r�:'::d .... .. ....... ... «..- -.> r.... ... 0 w N 0 0 0 E.. cii N a 0 N v O 0 CA um VIA I KAl 2 "Y afrus (m) 481 T. 1` la �sw WVfiir W 3NIVAOMIl 30 Ue&= RUIXM 3HL I UVA nOdtOW tOKLO I K"w a=00 *Q W013310 W W?ddJa 3e ION Tr" OW Wl NO3301 I MOMu nQWW of AW13 UKW st KWaH CBdMW TOWN 31U Ill "aw oAD"s WoRos 1 2d T X u ma� 6a 1 E T u Bad lioddns �17J u x �E O W N 111 - - - I.ti /T 'a!W Ifft do l auauoduioo �Z /t £ 'u!W maIS lleM dol IIBM lua� a }��/ He m l!a� uu luauuoa c * C C �+ Olt 11 0 r � N a� ti . o =a D 4 c G� C C C Q � V 9 R v n t 0 G 4 1 C a C (C C. t:� .. � NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._.,_ Crystal midge Condos. Deck Details Approved Ron E. Holmwali, Consultant F Z � Z J u: U O, W =. J CO U LLI O' LL Q N F Z. Z F- . W 5 :O � H W ul -O .. Z W CO) U 07/13/2005 14:20 FAX 2062845670 MCBRIDE ".I UT 4 -'J k -0 ok-f m "tr I Too-Rail Profiles Available Glass System Detail A r 1 ti 15/16 __L2 1 4 15/16 Picket System Detail C 1115/ 16 ") Detail D FF= V7 fell (2 THL MATMAI. CONrAINCO HEREIN IS I'MOPRIFTANY oAMEFMAN :iTK1Jc7URLs A DESIGN INC. OP .,r. q - F-14 AND SHALL NOT HE IRCIDROUL)CF0 ,.o� eQ. OR U-M 0 FOR ANY OTH PURPOSMIT1 J'YHF WRITTEN �ON$elhl OF mNoVA rive Akwmmum INC. VI 133 '-.L 2.9 Street AMEZ URES 1 (: $31 833 -43.13 Mobum, %%'A 98042 & DESIGN inc' ( 833-11 07/11/2005 KON 17:14 ITX/RX NO 70081 IM 004 I � .1 W' m JV �- 00 No U) w LU W 0, LL CO'n —a M W. X; Z 0 �- - LU 2 W 5 D a U co Iii ZL co) .0 yt11G1 1J UJIMb 11! J YNX111 +r y N 0 1l ! F 1r ti. � ! J t L w �V X � 1 ►g_1_� .0 ID WP Bottom Mail -Glass Bottom Rail Glass Mid Rail t G 4 I - - - -A "L i ' a a n C - 1 A _ I to to [ 1 t 1 E m tlll2'ti _ " 2 i 12" Post �rlaterial 4 � W Bottom Sleeve i�4aterial t �, � Post Material THE NATERML CONTAINED HEREIN IS PROPRIETARY TO AMERICAN STRUCTURES S DESIGN INC AND SHALL NOT BE REPRODUCED DISMOSED. OR USED FOR ANY OTHER r PURPOSE WIT HOUT THE W CONSE OF INNOVATIVE ALUMMUM IN oD 40 3 20133 S.E. 253 Streel A M E A ST R U4 , 1 URE � Tel: (253) 8334343 - Aubrea. %VA 99092 1` K: (253) 833 -4545 o & DESIGN inp 4.. 1. A. 1, to O O 0 0 0 ti O z q OG z 0 0 0 N 0 U7/13/2UU5 14:21 FAX 2062845670 MCBRIDE k.0 J. I UD U-ts ale mmerican ooruoourv5 ft ue-5 Testing Se rvievo InteTtek Eno SEMKO Sri i■t Tesdog Scvvku NA UL coqwNwm; ac v3K do cmix" ' cam 10012/022 wo 07/11/2005 MON 17:14 JTVRX NO 70081 0006 U' / /13 /LUUb 14:'L1 leAA LUUZS4bU7U ■(;fSK1Uti &A UL tt, uZ) u -►: .2ce nmerLoan ooruocures a "es cojuj4"o to 07/11/2005 ICON 17:14 [TX /Ra NO 70001 Q007 �U �3/UZz s f U' /ll� /'LUVS 14:'ll NAllUtlLe4btl' /U dl:tiKlUtS JU.I 1.1 UJ UTi -7Gd P7111C1 �1./'U�+VUI'r7 a UCH GJJ00�7TJT.7 4 iQ�1U14 /VLL Excelt "log ftne ms Led. Mamb 6, 2000 Report W. 481- 1456 - 4c / 302334) -4 Pa 3_ o t IteMnd D *.@ &W—lb a 16,2M INTIKODUC WP4 1nwrrek TWVft Servioaa NA LHManw A Hdnoy bas coldueted UW1b mt and Ca matrsted lead iuvoe ail eltlQliswm Ireardesie assembly nwrafacftaand at 6tcoell PAi ft Systente Ltd etn:ettfkawiot'bol in SwM, BC. The tail anambly was ideslWod as Me "C,ose wwg GWra Syslan (42" Hsi&)" and was tested ob 7amtaty 14, 2000. The tesdng vres cotduewd io detamdao if the Guard R Anen6ly is in aaeonfenca vridl the BOCA Nadvaal Hmiklfng Cede A999, aeWowi 161S.8.2'NGwtd Oaaip and Coasevctios and 16152.2.1 "Ia -CII Am" ". i A ff adW er4acetitl6 walatioa of die seegoa pngettiea of thr, ow piem F=4 Rowed s» d Excell Sgwre Wdded Fick sop tail was e9nd0C*d oa hdy 30,1002 as VW o(Ptoject No.: 3029343. Thin e�rlaatiaa was to daft rrt3ee it the one -pkee tail system would petdoetca a well at beater than the two -owe section. Fftwift that the owplac systom is an secaptabls shetaste it bas bees inclteded im tAir :epac In additlss to the about. an evaltr des, wo cooduded to daesnint if do gw dralil atseteMy slants die W regtlitetsasls of do ]alutasstional Huildiot Coin 2000 (MCI Seckoo 11307.7.1. ' DllSCrjrr10N nke votdtall is (12(") wide measand Afoas Comm post to moo pwt(wbidt indaides an inmar AialePonsta id -spen) and i3 (42 bisb n essoeed front dock kvd to die sop of dw 3uw&a& 9 Tits top nil is eorottntcesd fa two Pietas comabft of a sub-tail sad a sepraa Squate Tap Rail cap. 'Ore sub -tall is faaW=W b dw top of each Qonmpoo asia3 rw* 012 x 3 -1/l" pre &nd wrews. MW cosmos slaavep stsw athhe lop oap is wo cut and wrt:3ded amd exkwA ap a tinaftly A b eidea side, Zack lopcap rum eaponuoudy frtmt oft !i0" vosgar seRtanu b do e *= Where Ito sop tam km m nib owneb to dw builditD wail nowtorc a woN attaehrorent Plate is peovidwd. �l 2-I R WW10 X 7" b;8hx 311 almatuwplaw wanbSy (coup1m wit% 1-1/2" 1v* %vldedsleew) is 6 kned oo dw ead of the bpr+ail MUS two 01,2x 1 -IM- p u4soad se ewe and dxee 014 x 2 panbead aeat. (cot *ko with MaW bawd. nsfldel WWI) shave 8WAQ >Whlol " cow do wall allaolmmtph to !vote oetscao W Walt gSvcnM A 1- V40e>t 2- } 714" NO x 1/9" tbiclt adtssnura plate etamabty Is fasimed to to end of Ow botlomnd wiM a sin& All x 3 self %ffWS Pstthead Scow w sad two 014 x 2" pa bead straws (Complolr wi* Mop brad, xladal MNSx40 tdnvo aticbots) Wbielt seC>ttm IlC wa11 attsebmeotplsw q 16s amleCrale Wall asiluoptta The bottoms assts alt 1311otad b x 1" 1wt3 eJifllltAad tlltitaftitiLtM ad clip uag0 a she 08 x 314 self =Wag pestbesd xnw. IJCh of the reel dips, lwowd on e Ww side of ' each p9st, iuv baterted to she Vw whW two 012 x I - L12* pWtaa/ seaWL i A Astwer*4 =lass patrol 0.222" (3.63ow) dlick is supported borwsaa %be lop shb■tdl and dm tapered chaasel saved bosom ail. A cap- wooded vinyl sleevir is ptrwided witbgt "the top wb -tail chwaW a !bo bonom rail ehsnset.'1he i '01MYS skcve is tlro top ebastttel is spproo 6wely 1 " dcep. 77ee vinyl sleeve in &t bottom channel is appmKim my 112 i deep. elbo eormer Pow arc 1 -5/8 slgwm ooarplde With a aaaw chase at each 101* corner sad mld.seadon wfih a WWI 1ltidtteess of 0. 068" fbiek Aa alo4isasmbsseptab taeastetir� J-1/2" x 3 - U2 - x 1 N" dtdcl: rras lialseoi b the bosh of earfl past usim War 012 x 2 hardened arced 8S&04 t+glpkg srnMn (Robotssen 1NNlebenee Tnw "A"). Foot #24 A 2" paaleesd seeews (aoraploas with Mrtet3o bea0d, eteodcl M~0 s3am apcfta) seewe each pest a the concrew now. Supporlia3 tha b4r/Wrt aril ssridway berlseeo site pasts a tlb 1 /.'t" .qusrr: (0.060 0 wall Ilticlofltss) sluredawpietost aappsttl tag � . wbictt ii seaeppod itew eba awdetsi4e aftAe twttocrt railartd seettltid usitt)j a siyb A3 x 1!2• solflsppirs act�ew.E+ch te8 � i fastened b the Corot rota flow mart a 012 X 2" Paz" straw (oot*ero with a kimp brwW, ma" MN3x40 slcave anchor). Soo apachod dmwbp in *e Appcodix for derails aid a 398eer I (synth. 07/11/2005 AEON 17:14 (TX/RX NO 70081 9 008 Z QQ S H W D: 2 W S. UO Cj) 0` J = H CO LL wO Q In' d: = w Z 1- O W 1- 25 U O N, o � w LL O tit Z , N z .. t , VII L UJ UTi 'VJ vC-a 11111at'LVOIt .7t•1VVl ��� of JCS _ p. �r ittcell IUUkn SSySUM IA. Mardi 45. 2M tat IR No. 481 -14M - / 301/1343 -4 laps 4 o(5 Revised Ada. 5ep6e110bsr 2W 'y 4OD 1E ZOUIR>c1Mpt`flfls IfamrmtNael /uiM*t Cede =000 ri 1107. ?a g"wralls sad amvft BoMmil ansubbes and aonds don be dosbod to resists load of $0 Pottttdspet linear loot (pasd Per fo01) (0.73 k yon) applied in any diaoctioltal dto top sod loromfcr this load tltfrottsb do avpp" ` to the stttaataae:. 1 ut For i wte�od ftv.r Ay dwelbwsl owy dw siMoe cancan swd hood inquired by S�ecdon 1607.7. 1.1 dWl be u t�pptiad. 2. Its QMJFG 1 - 3. F. H and S eoehe rocks, far atems 60 are not mom st'ble 10 the town, public and tbas have an omapame toad too pabx that S0, du nainiswan load "I be slmU h>e 20 pounds per foot (0.2913V1�. 1f07.?.a.l Conet:�atralad load. lfaadift►t7 elsseablies sad awttds tba11 be sable to r�isl a sittila teoneettetated load of 200 porods M&P 04)6 slrplied 10 amy 4iteetioa at sry pout AWOS ON tap, and haw &SWMaeat devices artd ' supporting mucstam to tsm0m this loadllta to p/top&k sslsemsl ekaad i of t e bW o ']Lis load eased nel be aaetaeoed b elct aorlcuproodr w�itlr sae loess pecllfee in Ih>e perrdbns paa�' 107.7 - ta congeaeats. Imoom mdiate fads (sell tote except do <,aaldnoil)6 bal o= and panel Mims abdl be deaf gww to witbalaod a borkemany applbd etotraal load of 50 pow* (0.T2. M an an area 'm to exemd l sgdm fog (303 tnv?) i mhWke opostiMp end spats between eu7s. RAaofiaoa due so Ids losdip are acct required lo be twpeeisr4osed �idt those otwthor pteoodaas p wavapla. 107.7.13 stress kmvaae. Wbcwo heetdra ila surd am& are dom4ned In actnordanco with the ptarisiota for allowable staesa dralaa (working pep duet,) eoodvdveyr for tba loads apod5od is Section 1007.7.1. ft mha"bie atra+e nor the matibers arA Ibeir agaobammtta are pctusiod b be ioeaeassd by eaedbitd The regWeed safay Dow for proof tested aaoetnblims it 2.5 is accordueee wits clause 1714.3.1. f . ' The anfaty factor for fLas wed in bwAro& w d Spatda is 4 is smom a is wilt clause 2447.1.1. } lrsr= lRlcsvLTS 1. A tearltoata] toad of 12f. IbaMt wltea applied b t!e top roll wrattrout fapvro. - 2. A hwftomml eoacomb Mod load of 5001W rwa applied lo the top nil wid ens failum f 3. A borixonhl lad of 200Th The was 1pplisd over • one-foot agsaro atria of Ibe mass Will without failure. OrU MC C Wr RAU, I Asa anximorie>g evaatumoioa was coadvaW to dotiatdne if tbo txmG Round s and P.atadl Sgmm oaapiece welded picket top ails are ogdralest to On two -piece systeot do was iealbailyty,ralwted. z The oa sydam was !hood to be ma ocacptable alwaatc band as an followiag: s 1. Tesdox of Um initial symm revealed desr On two - piece uvm*ly chid cot work a& cotweeito section i 2. Thte tatesrah see0onproparriea(Moleeeat ofkreetia) eft111oae -piece srysteaasxaedshstofthe top top secdoa of the two-piece sydem "1U top cap PnWmN do naa darary of ibs I asttSMU of the SPtet L 3 I 3. Tiro Wit kw of The intaltaved bottaen plate to tM oneaplsoe system sigaeiticudy lncaelaaos the bwJcb* capacity of the sail. 07/11/2005 MON 17:14 [TX /RX NO 70081 0009 Z Z C U0 W= J � U1 LL W O U- Q tA'd = W ZF w � O— D F W I-- C.) . LL O tli Z U N F= � z u �i l og cuuo 1 : ce PAA LU048400 /U ■l;tlKlUts rJt1'.Jy f'1 Vv VT4,a.ao r1111C1'lU.dll .7t.f'UUVVI'C� a1 .JCS G�J�70.1�17J'►J d" r ,. int errek Testing Services SF-MKO y .. . R, t, t t3; RWORT OF PRODUCT NVALUA'ION COIYAV(',TRV ON A 3 "WILDZD PICKC7' ALUMIRL74 GUARDRAIL ASSEMBLY TO THE } INTSMATIONAL BUILDING COM 1000 FOR LXCWA RAILING SYS 7WdS I.M. WOG -12014 ANVIL WAY SURREY. DC WW $E7 REPORT PRZPAR I) BY I NMRTZX 7EST4VCr SLlltVZM M LTD. WARNOCK MI MMV Ill SCROOLlIOUSR B'rRRl T COQUITLAM. BC WK 4X4 rte.. • "�. j • R1CPOltT NUM RECR: 481 - 1456 - lc 1. ,,..., DATE: MARCH 6.2100 WISED DATFZ SgPTBMSXR 16.2002 11• . uvD��t IneoiErr Na: sot��sl.z 1 5 ' A Thdag Stryka NA Lld. Ztl •'.i Ln SdwoAwr,rr !t►yw. COWMe u. !C v3K 00 Gnad r I+WSM o t�D!- iii -11 8 ►�prM 0 If1p� N athmmlo 49Ut1ilrc4 • i U) i; J �. N U.' W 0 q J, u. = W �p O C O H W W` LL w Z Z. U N` O Z Vawtw a Holmor i ' 07/11/2005 MON 17:14 [TX /RX.NO 70081 Q011 I , U'f /13 /2UUb lUZZ FAA 'LUtf'L64bt$'!U stbmiub �1U,1. 11 41%J U'TA.7.a0 (1111 C' /'A 43 11 ,O V f Lou V U r' OI UC•J G./.700►7'fJ7J { I�V10 /l/LL ' .7 Faceell ltallina 9yttesnrr I.t+l. Msclt 6.7000 Ktspun No. 42 1-1456. Ic I M8348 -2 Page I of $ RrWsod: S"sobw 16, MW TABLE OF CONK' M DPSCItIPTION PAGE TABLE OFt7O1 YTEl H I S..•....«.• Nw .••M•Mr_•��w.•«•« «. «N•ww «..«n. W..N «. MIW. NNrwww• q•. NNM«•. �N. INNUNwr« All p »........_w.....N........«..... .......... «..�....w..N�_.. « « «._. «...........�M «.......N_.. '•'� I 1 + � FAC � I: / «.........._....N. ��V� NW ....N.N•Nm•.w•w «M..N1M...w. «•w ..w...wNMM•M•.M.MN...I.N.N I.Nw«.•. �.WMMM «••«•. «.N . � I �� ' S/1�.WRM � +0� M. MMNMM. N•.. w•«. �.. r. ww.. wM« M.••.. N• IIN�.. w• w.. w• �«.« w... w. A•.. �. «•/n�.AN..NNN.•M.. /..Y. rM."I/ i � 3 CODE �M.{�R�1N�.NyM•N.M••..ww N.wr.w.....NMN«wr.w�w .wr« .w«•.N• «..N W «•..w. «N.N...M «NN'•.r 3 4 4 4 31 nerves RevUed ONE PMM 'ib! 4 Tt /ST «.N..•..«..... -.�.. � •w 1 . ... . «« ......... COIVCI. USiON...... �..... .«_...«_....N.......»«......._. .... �ww...«... ..�...�.«_.....«........«. -,.._ ...._« S 1 APPENDIX A - DETAILS OF THE TESTED SVMXM .N._�...,........,.... «N_..... «..w«.w... 4PAG'ES APPENDIX B - DtrAAS OF THE AY.T1 UNATE 0Ng -PMW9 RAIL ._..... ..«.«.»..........,....._....... 1 RAGE TABLE OF RRVLSIONS DPSCItIPTION PACK A t 2NZ• Ps ewd All TNbte of Coenas<s '•'� I Tab Le of Ravisioas added I Prtface Raviu d Y + Nuoduodon rovbed 19 include ane• ' ae rail and M Acc laaee C lode PA49imm Twin cad BOC.A National Wldin Code Test RaWta ' e Mgb#M to conaldc with MC ge Ev aluarion of o:oapiote roe Rsil added _ � 3 4 4 4 31 nerves RevUed App endix B added 07/11/2005 KON 17:14 [TX /RX NO 70081 IM012 i I i 1 i i 4 7 s z' F z w w 2 6n. U Q: co W =' J l.r. cri tr_ wo 2 L a V! = W t- _ z Z O. 5: 0 O N . w ~: O w o� z ... r ay. r.rvv ��. rr ww ry Vrv•svV. v rn �ru.�.uu uu u- 9.3 .3-ra rimer i varl v cruavurrs « uws gyvia� v« P. as Fb 07/11/2005 MON 17:14 [TX /RX NO 70081 Q013 Z N W Q V. :U O; N D: co) =` J �..:. C0 ,W O LL Z F.'. H O Z h-: WW •� p O N" 0 H. W W . 'F Vi W F-. O li! Z U N? O Z VI /1u / eVVJ LY:ec me LVVLO4JVIV ■VpnlUd 11 UJ UT, O'f tr rIeWr1 1V011 .7 b1'l/U 4UI'C� �" LC7 LJv7 t)V�7 ?�1'TJ r • a p.S S:ceW Rmilltr= System Lad. M arch 6.2400 Re rt No4 81-3416p -lc 13028343-2 .'.�..�.�.. Ps�e 3 of 5 Revised Date: Septeanler 16, 2002 1NTROPUCT11014 Tnterwk Ttsuling Services NA LtdManu nk Flerny ho condtwted Uniform turd COneenwnted load ittts oa ataluromnotn 8u.rd ail asse>Rtbly Wasnufaetured at Farces] Railinit Sysseans Ltd. t,asnnfaetunng plot Tat StwTM W. The guardtad assembly was identified as Ow "Welded Pjdcal Syseem (42" llalglar sad was lestcd on Jaalusry 1 4.2000. Thetorting wen conducted todoQomone iftlicGuard Rail Assembly 1s in Compliance with the DOC:A Tladoftal Bulldius Code 1493, Sections 161 SA2 w0usedd Design amd CaneelucWWI soul 1615.3.2.1 "In-fill Areas ". A ]Tauter e*2incain8 evn ugWn of the section properties of floc one piece Excel) Round and rixccll Squaw Wckkd ]pick top wee colldttoted on July 30.2= as pan oflpmjeet No.: 3028343. 71tia evacuation was to deterraiatt if the one -Pig Tail systa n vmWd perform as wall or beper rhos the two -piece soctton. FdwhM that 11tc otttrpiece system is an acceptable alter ste it has bear secluded in this sepott. In addition to ft above, stn evaluation war eoodammad to detmiWe, if the aman1rall assembly, meets the load requircMenty of the boor+ lkwal BugdtaR Cede 2000 (IDCX Seciion 1607.7.1. DESCRUMON The guardrail is (1) 4") wide measured hen comer post to eomar post and (42 ") high raualsurod from deck level to the top of the gtsantk1w. The top rail a caastruekd m two pieap etmsinkq of a cab -mil and a snap -on Squm Top Rail tarp. 'list sub-rail is festaned to Up top o[cwA corset peat uwtg tw a 0l 2 x 1 - 112" paubmW scmvvs. Tbc earner sIcovV pocakm ofthe trop tap 1, rtutrc curand welded sad calands approttlisnowly 4" lo tit w side. PAcb top cap tans continuously from one W canwr segnnens to the outer. Marc the tap and bottom M13 attach to the bsilding wall structtue a wall attachment plate is provided, A 2.1/2" wide x T hi b s l /8" alu n imm plate akwnibiy (complete with 1 lomg vxMW rlcevo) is fasoeued to she and of the top Tail using two 312 a 1 - 19" panhead aaews and throe N 14 x 2 " panbead sane " (complete wilt Musle brartd. model MNU40 skeve anchocs) %tichnoem the wall attscbs eta plate to the rearrest wall sttucturv. A 1 - 541 1, WWes< l - 1/2" h4 h x 33" tbiak aluteiown plate aasrmablf is fhaoened so Wke acid of rise bosom all %= sB a sin* is x 3/4' self tapping pwiwad skew aadtwo 014 x 2" pambend acwmi (cotoplcte with Muogo brand, traode IMN.8a40 skame aridbots) Whicd senate des well attselwnent plate to the craocrreth wall ettactum. The bottom rails are fWaned to a 1 " ImSes uded alannirtusti rail clip using a tittle N8 x UP uWanift panhmd screw. Each orthc tail clIPa. located as edba side of cub pow, are [honed to rise post usit,l; two 012 x 1•t/2" paabeW screws. Altunlatarrs ptcttets etserstutttg S/3" x S/ll" x 0.050" thlak ore weldM !,trees+ the top sub - soil and the t lumnel AmpW bottom rail 4ad space! 4.112" apart olc. Ewh pidmi is weelded st either silt+ to the taop stub -tail apd ]its throagk a M rare punched opx»148 in the bodaima tail and W4ded to tea aide. The turner "is am l -SWI square codv4Wv with a screw d we ar tack bulidc corner AM nt d•ra.Kioa with a wall thkckteass GIM -068" ddVL An aluminta baeeplatc tstesstsrat0 3 x 3.1/2" x 114" tbkk was timed a do base efewl post usirt2 four #11 s 2" bsttdened steel IT QwW afetows (tioberum Whkdbousc Type "A"). Fntir 414a 2" par6oad Wrews (coraplcto with Kongo brand. medal MN8x40 sleevo aachwa) soave each po st to the comrvte floor. Sopponit the weksod picket Malcom rail at tbreo equally spaced points between the posts arts 112" square. 0.050" well alwnhkwo picket support lsga wbkh an ltmetted splo +awly 1" into the 34 pit:kces oats seewed mioz a slagia 06 x U2" lair tsppk* acscw. li th lcr. Is fasancd w rise contttcc 11opt tuiu� w *12 x 2" padtmd sate (corrtplete with a Miwgrt brand, model btll'1800 alloove anchor). Sae at%cAzd dmwbtga in the sppcndix kw deawlr and a gcneval layout. 07/11/2005 11ON 17:14 [TX /RX NO 70063 0 014 Z Z` � W D U Co O w W J � CO) U. W O LL a rn ,d. =W. H ? F Z O:. 7- 5 O o� WW H lL Z.. ll! `U N: H !E O Z U1 /1J /LUUS 14 :Z4 r AA LUOLa4001U dlipKlUts �V'J f.t VJ VT, J.Jq IIIII CI �VOfI �71✓1'VV NVI C� W UCJ GJ�70J�7TJ'7J Iti,tt VLl/ VLL t+• JJ 11 E L+itcell Roillag Systeats Ltd. MIJ11111 6.2000 Repast No, 461 - IdWe 13028143 - 2 Popp of 5 i Revised Doter Sepolatber 116,2M CODE REQIAREMZh - TS f hotea-aational Il aill0al Cade 2000 I ! 1607.791 Raedrath as bd guards. Handrail assemblies and guards shoU be designed to aesisr s load of 50 poundr per lira w foot(pewtd perfoo* (0.73 kMm) applied in any direction anise top and to transfo: this load dreou& sl wsuppow to the Rtmnae. . Excoptio" j 1, For ors - cad two family dweilia%. only em single eoaceWsted load mqutred by Secdon 1607.7.1.1 sUB be 2. In Cremes 1.3. F. H and S oceupaactes, for meal drat arc taoe seoessibla to rite general public and d athnve !� an oecvpsnt lead no gaoler Seri 50, tine mialarum lord shall be chaff he 20 pounds per foot (0.29 kmn). 1607.74,1 Coneeni reW load. Hatndrail assemblies and 6ueWs shall bo Wa 10 res6l a mdole conccnwAted Wad of 200 pounds (0.89144 applied in any diroetic a et easy point shall: the top, sad have attachmetat devices and cuppord% saviewe to etq oo*r this loading to oppropciue stnacu ekrraetsts of the building. This Toad need act be .. assumed b act turfy with the loads rpeeified in the pttesding paragraph I 1607.7.1.2 Compateltta. Wen. diom rails (all those caeept the handrail), bala less and panel fallen S be designed to wi@nstuad a borlroogAy applied ntoeaal bad of 50 porods (022 11Ir7 on an area not to accord I squm ( faart (305 mm� ldobca ft openings and apieo between rails. Reactkw doe to this loading are not regarrod to bQ supariosposed oft dime ofatbcr pmc cdigd paragraph 1607.7.1.3 Strew laerrene. Whew handfails aced guards are designed in accordance wath din peoviaw.c for s uawable stress design (working earns design awksivoly for We foals specified in Section 1607.7.1, the al:awable sit el v for We members said their attachn nests aim pear Wtiod to be increased by Aare third. The - gmtmd safety factor for proof temed assemblies is 2.5 in accordance rush clause 171 0,3.1, '('(te safety festal foe gloss coed irl handraib and goads is 4 is accordance with o]a»�e 2407.1-1. TEST Imull" 1. A horizontal load of 100 lbsht was applied to dre top rail witlawx rbilurc. I 2. A botizaatai coaconerawd load ofe00 IM was +pr>fiaxf to the top rail without f/tilurc. 3, . A homonal load of 1251W was applied ovd a amp -foot square etles of tiro pickets witbour !Tailors. ' ONF PX>0(:1t TOP RAM An arnpnceruw evaluation omm conducted to detetmhte if rho Rxcell Rowed aaard 6xcaU Square one-piece w►cldcd PIC61 top rails are 9444vaalent to the two-piece syslaw dent was initially evaluated. Tints am-piece nyVx n wsa tounci to be an acaeptabie altmate based on rite fail lovftV: I. Teatiog ordse WW syast:ax mvaa W that the Wa -pieta easaasmbly did root work as at composite section. 2. The lateral section properties (Morison o!' inertia) of the onapiece sysom cxwred dot of the. top cap section of the two -ploca s)at+em Tlra sop ay provide ft nwootily of tho lateral stifibew of the system. a. The addition of the integrated bottom plate to the one -piece syswu significantly aaciuivy the budding eapaclry of aloes tail, 07/11/2005 MON 17:14 [TI /R11 NO 70061 RD 015 z Z W W Q2: WD J U:' UO Cl) 0 J � CO) u_ W 0 J' LL Q1 STD =a I .-W z = 1— W�. 2p 0 :0 H W � 1-- - O. LLI . CO) H 0 ~: z VII LVI rvVV •71 YV •'AO YVYYY7VYI V �VaJI.a VY � � � �� >� U J� • ♦' LJU u • VV %A 'I mow$ L V011 V. V/ %A NVI C4 M VQ S V VV4J -J UTU ly � n VLYJ Vi.Y I L V 0 L r: Z V C O) 07/11/2005 LION 17:14 (TX /RX NO 70081 WHO a UY/13/2095 14:20 FAIL 2UU2845U70 0CBKIUK but a A vv LA -V v.+o 1 fit rI •uoII %ouI ca o+ uuaivv- r.� Interte "hest!% Services En SE latenek Tiertisg swvkp WA Lgd. 211 Oct 60►ouve Owrb C*wM & n. Be VM 06 C.nwo a Takownn r464l Far "5Z4•ites Noew PQN wwwWo ake corn l®UU8 /ULL t a 07/11/2005 MON 17:14 tTX /RX NO 70091 QD017 h RxroRT OF rRODUCr EVA4,VJATta14 CQ AUCTED ON A "CorAMON&NT GLASS" GUARDRAn. ASS MISLY TOTm IMMAWALUONAL Ri1"ING C"K 2000 FOR BXCtIX RAILING SYSTEM LTD. SURREY, ac vsw m REPom ipRErA=D X V r IN?E Ttr-TUIMCr IMRVIM NA LTD WARNOCK N=Sn 233 SCROOLSOVSE STREET i WWAP COQVrI"M. BC V)K 00 j i P-l"RTNUM116R: 4tt -1456- 4c '^mac DATE- fdAR` IR6.F 0W s RRYlSBD DA'T'E! SIAMMMBER Td, 3002 �:.�;' i1NDT�it lROJri.C'T' NOs 3020343 -s latenek Tiertisg swvkp WA Lgd. 211 Oct 60►ouve Owrb C*wM & n. Be VM 06 C.nwo a Takownn r464l Far "5Z4•ites Noew PQN wwwWo ake corn l®UU8 /ULL t a 07/11/2005 MON 17:14 tTX /RX NO 70091 QD017 07/13/2005 14:20 FAX 2062845670 MCBRIDB 10008 /ULL %J %A 1 1 U 4 d U Jp0 (1111Cf'lUdtl Jt.t'�JVb�dl'CS OI Lry GJ�70JJ -TJTJ t.. y s f SUCH RIMMIX9 Symms K.M. Merck 6,211100 Report No. 48 1-1297 — 4c Page I of a ii INTRODtlCnON ? Ittterteh Testing SoMc ols NA 1AWWansodk Hersey has oondtwW UWlb= SO Ccrt«athytred teed oats on an shnrinthm Cuardrsil suMbiy letatubc wW at Ek=M Railing Systems Ltd. ding Pi" In Swtey, BC. The tail asset *IY f was ideraiftod o d= 4 'Cmpoacnt Dust Syalertt (4T Haight)" sad WOM wste4 0o Janurry 19.2000. 71w tesgng was eottWuckd is accordance with On BOCA National Oulldilg Cock 11999. aecdeas 1613.82 "Guard Oasis and Cesstruerloe and 1615.3.2.1 -IdAll Arvas". ,t I ' D16SCa IrTION The statdrsit is (1200 wide MatmmA g*m c+oma'poa lo eomw poet (which btcludes to 1rtivtrxediare post at n",Wm►) told u (42") hio menured from dock level to the trop of The VXnIta L The top roll b comp l".14 in two press embiin6 of % ah:b� and s soap -on Squats Top Wit c* 7be sub-mil is fsearod to the top of each comer pool ws* cwo x 12 it I- V2" pwtbead aanawa Tba corms sleeve portico of lin tot+ cap is mine taut and welded arc exleelb Wroacknoody 4 10 either aids. Each top cop tees eogfipt10 MIY AQP Oslo 90' oorelof segmem to the odter. Whose the cop and Ibodons raib aibch to the bVJWkg wall tVuatusa a wail ateoehmegt idm it provided. A 2 -1R" wide x 3" b*h x 118" elumiaael plops mmnbty (complete wilt 1.112" Joag welded sleeve) is lammed to the end a[the toprail uabt>t tw* ha12 x 1 -112` psnbeed screws tend Hume 1114 x 2" paelbed screws (40W4"W antb Mwtgo brand. ttrodet MNt;xdo sleeve ankiwes) whlch saarre the vra0 attadweK pbaae to the senate waU sametnre. A 1.1/2 vriilse x Z -71st" bob x t /tt` thieK olmsk m p1pa asle+aW is bj%vmd to do alto of the botlarmail wile a ao10b Ng x 3N sell' aWng panbead screw and two rill x 2" ponkW scPwA (sow 0%c wilt, Mangy bawd %swW MNlix40 sleeve andwgr which looctse On well attacbmw t plate to to mtasas WWI sbvaPM 'IU Ilormnt snip ors f MARsd 10 a 1" long extruded alutakova tail clip using it *We 113 x Y 4' doll tappets pnbead Mew. Eedt of the rail C UM 191 ed oe either side oteselt Gott. a rc hste+tP to Uw peat trains two 912 Pt 1 - 112" per bwW actews. A tmpmd gloss pe tel 0.222" (3.63o m) lbak is supporl od be#* at dw bop sub -rail and the tspared abarnnet shspeA bottom tail. A oo-axtneded vb ,i shave Is pravk d witltia both Isle top P -=W cba MI =W the liotlon+ MA aUAW: The vinyl sleeve in the soli channel b appsoxWMely 1 - doap. 7hr vint1 d•oee is the bottom.citararcl is 4PPtoxinulely IIr deeps. Tluee pairs of a uded abnituttt wigks, each being 1- IR" x 31/' x Us" x 1-314" kxW were f escaci st rand spats and et glamor points to each Poet kg wing two 012 x 1 -112" witleaa steel paslte�sd at:esws, butyl 8 ape was ustd between tha abmiawn angles aW the &lass to ovoid dirva s weal to Slow "MU CL The commr posts are I-SM" atbltarr complete wia a memw do= a each inside corner and MW -at Uon with a w111 thidcttma of 0.068 thick. An ttMpirtutrt tnasaPlsto trteast:tieg 3 -lR' x 3-IR" x 1 /Q" dtiick was !'sttatod b die box of each post using foal 1112 x 2" haMsaod aloes flad aid lepp4 ocraws (Roberban Whikbm=a Tyrpe"w "� Four 1114 x 2" panAotd mewl (coat Wo with Mango brand, model MAitim40 sleam a wlsors) seats* cosh post to the corltrft floor. Suppottixg the bottom tail nudway between dtr poets are f 2" trgrare (ti.t364"watlt tlticWess) alusliAUrrh piobcet support leg which is slay * Ito the undtxtidn bfthe bonivm rail w d aoctsed with& s single 14 x 112" ftWtappisg atxow. Each Icg b faso od to the eonerah floor usiu& a 012 x 2" psahcsd threw (" plate with a Mango bw mL model MNlk40 sleeve atchot). See snsched drawiitW in the A"clix rot d4cails sAd• a general loyout. ! j 4 r i 07/11/2005 MON 17 :14 ITX /RX NO 70081 X1018 Z �W UO :n 13. J = CO U. W O. U_ Q N Cd = UJ F- O Z E- " �o U 0 F- W W" LL H —O ll! Z F= _ O Z 07/13/2005 14:21 FAX 2002845870 IlCBK1DB �J'T • J f 0 1 fits C1 !1.011 vvf 0A %0 U I c a a af __V r_ u%:0vuu T ./ -.j t ®ULU /ULL P• 3 ' 2240 t Raging y Satesus UWL s � Marc# 6,11100 Rom No. 461.1207 —4c Pa6,t: Z of 3 �i vjcsr RjEsumS ©OCA Nitioml Su)ldhig Code: SccsWns 1615.12 attd ld1S.lf,Z.I 1. 1613.8.2 s Guards shall be dwispod and Cease�veed for a coucattrawd bad or20o poattds (�911cgJ applMd at arty pout sad in arty dkwfiw d1ftg dw top railllg8, mmbw- Gut& 1 Cage 4 b othex O MI dwelllt� > RIS Is oo001010 dss igUst: . Groups It -2 wd R-3 shall also be dkaiptad and owdOWted foe a wiftm load 050 pounds par loot (74 kg/m) applied ho bpmtft of 169 ro ub vd ptard holOt mind a siRldMwo"s Wfurm lad of 100 powda pw rues (149 kf/ttt) applio/ vatiea lly dnwewrd at rho top of tins: pia& The 004ehaaad end uiifan. lovsdieg Condit M tall not be appNed skwykrawott*. 2_ 161S.2.2.1 The Lt -111) area of aid shall be daipad #Ad eonaio ucled for t 1wrtZtsl VOWAWAMOd lad o[200 pounds (91 kL) applied on • 1 square feet (0.093 n2) arm at any poim is do sr oem, Mcluding iotatn hAt Tells ar oa►et ela11111 m vios this parpo.c: 'his kwWiag oonditim almll not be W*d rimuuoee OY W ilb the 10064 f cam4dow btr Secdon 1613.R2. 'lino pnedrail asoaabiy whhstood she load ue condltboo as demibed above whieb inckuled a 2.0 sa[rty fa0m. The CAM in-fll! pmtst Iwding ir►ctpded s 4.0 ial� fietor er i0Q Its aver the l pwiv foot nf�CS. 3. 2406.1.1 The pw e4s and d►eir appotl Morn "U be desbmed su wAawd tint: buds speciffe,il in section 161S.S. A sm" factor of 4 shrill be me& Tla gumWait mmembly withstood the ladit� cmd1dons an desa+bod above w2licls bNCNtded a Z.0 safety tadoc The atria !n -hill panel foa ft ipckmW a 4.0 safety facto+' ar 800 ft over the i squam toot &V& 07/11/2005 MON 17:14 [TX /RZ NO 7008]'Q 019 i i i t i UY/13/ZUUD LULL ML ZUUZ845U7U u 7. %A 6 %2 8 1 off or I a Lo -0 1 1 %A %0 1 %a %o %at C7 zo %a a. .0 a— 4.0 %0 4A %J %A -T vo 4.0 I IQUJA/UZZ r uo� �ca Di Co W CO) 0: 1 LL Q. : cf� W 0� Z I-,- D C. ) io Lik C.) k C#) File: D05 -0288 35mm D rawing #1 -3 fir 9UtC01rJb I I• , , �•K• _- _-�V PI Eled B "To the PeSI&t4W i O U ;th The undertaking 10 Proceeds contractor must verify l ' 3Ur1400 HM'G X. 4t1 c. _ ao'•o" F 3 'fix` Owner ' L�Mrtsp FA%7.•lWA LOW a�JMI Z ^ d. E 15'•0 - hIN MUM, t 516 A d. sc- rsekr'Pe._ I . - 15'•014.9619 . �. � 2 50' Architect: Roger H. NWMN AIA 1102 lglh Avenue East I m _ _ ,• ° I SealUe, Wa. 98112 ' (208) 322.1182 r o I I N QE•2y''L�h `1 t °f0 Structural Engineer: Cf,�Engineo V i ' •' 7 r N a ' .. - + I I �: 180 idarN04011011, N04011011, , SWIS 302 Seatlb will.. 88109 (208) 285.4512 _ �` - yb i 0141 Q.R. Strong rong Engineers • ` ,, ` - \] \ ( r ' _ ; 10802 N,E, 381h p,. /,01 RECEIV _ _ ` _ ` ✓J \`�, .%i i ; I . i ! . 206) a 7.3063 CITY OF TUKW \ \ Y_. - ba - ` \ \ ` --� \ _ _ gL'� .. ��� br3'•L' . \ '1q' - _ ....- -- - ec , e Johnson Associates 1 IL _ _ _ •...- •_ � � ndscsape Arc h 1' ., a . I . ti e, L i� 90 b " 22 1 ° I 1. Seallb, Wa. 98112 A 8 20 -r c� 4'' \ \ w Y -� - i I N I i (206) 328.7423 Y i 'Zonin Cod@ PERMIT CENTS ' :9 -- p er, -,r_ '•,,•''+ � � \ ! ~ � _' � +� ,. _ .'� '\ -\ ... ��.. � , : I , r - _ j 9. , �' I 7 r sirki Low Apartments hO D , r f \ \� ; a i 1� r j / I•, I I Lot Size: 3.85 Acres _. _./. _ Qd► \ N. H r„ �,j i� - _ r I in o � id Density: 72. ty: 20UNIs r C o nstruct ion Notes I Pe Aura . 77 U 1 g a _ r1s 7 2-1.1111116 s 18.70 Units per Acre • - , I IBulk Requirements: I All construction to comp 1 J. 9uHding Height: 35 . Uniform Bulldirig Code and ' with 1 ha E:,d adlgon of : the " Contractor. shag be knOwfs* 9e o o lo \ _ " o able with renal cothstr,cu n M I - \ ` - - - - - Set Backs r �� `' -r I . � �. ,n I � ion 2 . equiremeMS of the UNlorm BWkYng Code, Sect5. + �'t - -- _^ , - T r ~ s . -` ' r fi _ ' i : Rear l` All \ II \ �I qa, I - . I I Rear r sewer, electrical, plumbing, and mechaNcal to conlam`lf i - Jt�' \ ..` _ � = � �� _ ~ ` I T ^' - ,. I _ Sides: S o I, with a9 upPlkable local. stale and national codes. II Or ' • C r - - - -- _ rte �- �_ _ _- \ \ \ �` - - / - - r _ _ n � , 200 5.FJ Unil..1M00 S.F. dimensisIWW Clarification em OI 991141.1111 ArChtletl for any R7 - / +k,9 __ _ _ - _ IParfring: w Isms ' i r "' bul11►,�fi s , 3 _ _ ,► c� • ,� ;n _ % ! "tor�arape Statb General dimensions prior to stasis - Chang _ i - &11 111 '• \' , , �. . - _ , f. BaSuntaee SIaBs worst. Consuk with Architect rbganting errors, Orni ssion n° ' W o - - ; ` \4. \ /� f !' :p I , I`. for General Contractor shall be responsible es with s, or J r• • i, \ '_ �'..._ z•,�- �...�.r.... J am -- -- '�� ,n p • r0 construction. J \ \ \ / - - -1 - Gi • 6,11 I d i n g C o de providing a I - ••-' --� r- - - - I - '+ T t I Code - di ants a • -- L' -- •� - -I I 9 c t 1988 UBC ashings. ►W all necessary seal red i `'� 1 woalher -light builds inciu -.. I :cons •. ,D a truction , Hour �dPplrlhrl8t+ These drawings are bid•dosign documents. Tha Owner/Deveb i 0 carpancyCiassifatlon R1 an Ilalit0� for coordination of t t related bid -design '5Tnu _ \ '\ \ ..'i J �.. 1 �;_: - . ' I .I . ' I - Y 4 - -^ '' e p StOrles 2 stories over basement rq t not limited lo, eleclrtcal; g p , - _ I r- -•- ventilation THE ARCHITECT IS NOT (ABLE FOR 0 i � I . "� I \ ^ t - y - ! l� INSPECTION DURI MADE BY ON SITE i - -- fu '? qp \.` 41 f - '� J /� ii ,i �•Q`i I THE COURSE OF fly °� 1 - _ - i h . �' CONSTRUCTION. I �, r° a _ _ _ _ , , 1 , ', / ,,� •I N -� .. L.a�al description .. I The Contractor snail utilize construction techN • t ; t� U t! .� 1, \ _\ _ ./ / I • - .y.� j Practices standard and acceptable to the con irrucltb !� •�^ - I \ i - r✓ _ __ �. The Architect does not assume Iiabilil . industry. responsibility ' ra �. \• y .+% ! �. 'ICAHCEL A naIWW for methods Of conslConstruction, ion, Or area ,te or non- �- r __ I r o1Trbgn i details 1 Iraluded on these Contract Docume Is. n '� ' ' �T `. "" JJ ; e � �ig slue, as T1W Architect has not been retained Or co •� cr, a _ g i I a vM n act of Ids per Plats: G1 I I: it >it : _ _ _ - gibed acts of K or. \. \ In Volume 10 0l Pl 7 _ - _ --d I \ � \ , � 7 ' / H 1 / '� as blbwe• age'S5, Recd King p � nsafed to I- - I des artdr construction r vi w• egos r ` Un , ` 4 $ .seances alho s, . \ � �` � � ss+ 1 ! / /' ; : fo s Confiac fn for's islet YPr�auflons or 10 means, methods, ` - _ - _ ` ` ` _ , 1 / / - - i o BEGINNING at a polM In the East the ct said Tract 11 which IsI` fechnlques or procedures required for the Conlfaclor 10 e /' _ .162.79 feel North of the Southeast comer thereof; perform Ms woak.. ki ' ' \ ... `` I /� / ! • i THENCE South 89 degrees 52' West a the Architect shaft no be'COnst� of as� of act ual: bng the fJOrtherly Gne ' construction nor make him re 120 - - •• , � .•,- -_ • •._. � I I `� ---- ; --.- -- - -{/•; � • I ereof 300.88 tee1; irg a sale I iTHENC South 00 degrees 08• East 390.14 feel; Dace'Or the �Oork for pro vrdi `` ti E performance O/ work by the con /racl0r or , TI h 89 degrees 5Z' East 141. r employees or employees of suppliers of i "lhl 65 Joel- rare/ or : THENCE No o .. •- _ ENS T1•IENQE North 00 degrees o5' Weil 38.28 f"l; 1 000nfractor's, Or for access, visits, use, work trth 89 degrees 5T East 158.21 feel lathe - �, by any person. , s conveyed to t POinl of ;G . , \ k 1 ' , ! ^ -s►. i _ _ _ , I 'EXCEPT the Easterly 5.00 Feel-as Cily of i Are - - -- ; • �•_ �� - , ; r _ - .'a r Nr 7L ' '� :TukvA,a by Dead recordod ynder Recordng,No. 7909040818; ea C�Iculat�ons _ ` \ `;\ .\`. .r� -t ��-�` a �. ^, ., :,� Hc,B 'Squats in the City 01 Tukwila, County of King. f, r \ \ \ i ,\`•� E ' 1c ` - 71 NR� - c - >' G-f- •• _ f a I. Washington. ng. Stale oil ZUNI Unit Patio/ 2nd Floor ., h o. ASB J A Total 10.1 br /lbih A•E 772 50 977 57 80 77Zd 20 2brflblh A•E S7Yffi -1 _ I LOt t of Clly,olTukwila Short Plat No. 81,70 SS, acco • M, . _._......._. ......_° ••- - \ \ s , '• Q _ 1 ^ 81,E t Pla recorded under King Count Re cordin g r 'to the Total 72 r 986 50 era - ._... 1 Y -- •- - _� .... _ - - -. -• -- . :.::._• . - _ �. �\ �.- i � �" �� �� _ � � Brio o� sr - - ®� 00453 945 Ave 88088 a _ w,.1 ���. �' s - r"" ° r � ^ ��1 A \ �-• i TOGETHER with an easement for Ingress, Pa,Wng Stags ! tQ and o a 1� � 39'21 I F,6•5f - - _ .... ! �°`r " m { - Purposes over the Wes130 IC41 of the East.490 88 and I I sty 1, f Twe 1nr M a rarwc r r c, . t F Tot t ca o' ! Boulh of the North 270.00 Uel of Trac1 11 IN enuban Addition f r , ,_ti ...., :Y,,., . .�.. 1 U� Cityol Seallb, as per Rol recorded In Volume 10 of Plats, I 3 car' _ * z 8 0 4Q . YsG. YVI I C not au� M -�`. 16'.9r r n / 16, ical I IS _ r b 9er�►eR 610 , I -0 1�' r, .f ;ot r T �� T•F`6 tsags b5,.Recorda.ol King Cour4y; 8 9 _ )� ' s 30.0+ E Y rl ,'' 4car 3 1 220 _ I / - ' �' 11 ' w � a r I --'-- ---i --- _ L�2.Iluals In Irye City of Tukwila, County of King, Slalo of 5 �' V[ 12 r• `.'. ed � 1� _ - u . -- --- �. r4 .. - 7 Car 1 10 0820 00 2QOp p to - i E n�e r flIDC 9 2 1350 , 36G a�'td a _ss. -. gy Cdtfe 24 - , �y 1 `�•-tJ � ) Total � 1 parapes with private access door 1 .1121140 r_ i � •� AN gluing lobe Insulated glass, class 60. - i "with shared access door , B 2. Mazinum i glazing shall not exceed 3 G b be 21 %0l wa )' ,•t Show*( star ip• n g shower h. .P.M. =&�daoe stal is • / �•- a r . a Water Healer shag most ASHRAE Standard 90.75 AM Dude to b iru ulatsd with Thermal Insulation : r' 14{'Tolal Stalls Lim • SCAM I ;*� 6 9 1:a a� Fi gS tatwv auto da � doors. /Compaq .Total . .144.29!6 mw� !!1 0� � � ja ,. _ p 1P; AlI d00rs and windows to be fuly wea rsldpped. r LLai, ` INS; D]l�6ISI :'�- . - • °, i ^� F '� ' "• Provide fmooth metal ducts for Wlchen b hlh and dryer. ' A,B,C,D,E LM ±c 9F Pam .,,,. • t N Exhaust seperaley to oulsbe, 11270 764 940 �- FI,F2 5882 12974 4520 1 388 490 6740 2283 -- - - - : "' ;� .., u .,,,, Rec watts . City of Tirikve Q -Dr _ "A11.:. {ijjl$d00fd a - - - : fl•19 Slora'ege 1813 1813 jM Ffr Fioa't' : I R•19 , 287 Q� /� t , 178 F�OOrTratr2i,p �e�dfhdFbrSr;. teCieallonCeilt ?r °i- f Cal ,scan 0 W ILD I { S' "� 1 FIO pr p cf l anYn i t A (1t11dinge F13 F 2 2 ., �miid.lXgNFTi t fioor Piarirrig : � , '� t s s Concrete Slab Perimeter . R-4.5 � oral > > > a n �N� : 12 FPlan N 2d .fiecrstlb Ce {f det+Fhsl Fboru..: n ` 400 Bite Plan • Y R/uslitlon C�dqq�r ��u14.Wes 'w ' 8 t t 79 i A13 1/4• Floor titian UNI B A2 ' ' ; R eG • tlQtt.CerM 11 f, &O AS 1 � e 1'iN9 Plan Section A A14 114•. Fbor UrW 0 # soglh EkvaVon �+ _, • . r tin) *4 110' O O Site. Plain Section 9 I; : A15 1/4" Flow PlaiiHC UNl �E ,, • T�yPyP `Whp'SeCtlol lr,DpCyilr r' u „ sl ,r, 1 Section CC YNtIdOW 8011�¢uta/SW,/C ,sl j , '. I IGHT1Nb RaE A !4TEA. TJ A@ • vi scant ske'Plan s D - i A 17 1/re8 Elewllons Building Ostalls I 'ElWvatlol�i y r ^ . ��`, �i 1, 1 r� � Jr sly u ovER lyta �J 4.8 117` 1/e• Scab 8ke Plan 8 & F , I. 118' EbvaOom &oft C 1 �2 a �•. ,, •`: j , li.'...(iz�!,G t lr F �� • E' ) , _ D . Drag Fbor f PIaWFkst FloorFrarhy Al I/ Ievatone WkI 1/1 3 AMabklg.W#MsIsVAtlons af, r' ,.• ' *1 OUfIdeY0f1 Plan and Bisemsd r p I A20 F 1/8• atlons•B ylldng E i+ SMlldrtpe A. B, C. D. i E .. I I A21 A' . t/8• Elwatfone Building H i - I�6 F $118 �Plart J '6r `� �' , w . ' +i ' t ' + 3 • s ' Irs1.Floor rYBWCpnQ Floor Pramlrg SeoeM Fba ARI B 1161 ElWyaton)t Billdlrlp F2 ! a•n , t WWP-o01 FtW"SWldnpeA, B, C, D, a E'• : ii : ARZA Bulltfttpl� age 3ec11oh + x �'a , i` 4et ata•'lrar► `• 4 ! j ' ' �r 't ' ' i ' �) ., 4 h, _. c�,rr,r.rwr 9ft ■m1 Roa - is Pl -nm r Fkw Fnrmim 1 A220 `fleaea0on Center Blrild .! ' St► STNS/ WY 011eils . . i; •� _ 82 no Sed(on . SkudYlel NIllet and Doak' / % �" . •: ' ' •" +r 1 ID 0 III�II� 1 111 111 I II II I III J� ;Z Inch ' � 1 1 I I I 1/18 �.' , 11 '�a'plaF4p `up6•l 4 n9� f / -w ' r �'� r '•_ wt.! � ,�Y o�`�• , '� � z •:� , . 1 1. . 2FJL rfru FMt+ v f .. T � 't r i) �! '17 4 �, Z L 6 L 0 6 �� IIIIIIIIIIIIIIILLIIIIIIIIIIIIIIIIIII11l _I1111111'1111_I- 1111111. ;. z w 111.) 11111. 1111111 11_IIIII1111111111.Ii. . IIIIIIIIIIIIIIIIhi lllllllrlll11 3 1111 IIIIIill�llll� l i Y pp ASMAUP1 COMOMMe. 9 OVEP_ EIL,OVE4L V PYWCOOD , rtAMIW ep Ira. 02� L--T 0 4 2pk I - � scab i .. i .al, Section Thru Roof Connection 1 :01ecQna Ploor Plan/Rcsof- Ff6mi Z".. . i - - - U* SOL 141--sk i A S.0 _.402,.5 tS.0 j, x 1.0 ... w * 1.5 IkA 0 Ldi 2" C. A -TfQ4 - o 71,1 V .9 150 RAD Arliro nsions Roy r) FA;4A VP& DMI 1 'SIN .0 O .0 I WE 43 A 1.9 . 7 Ills -Not For 6. 1A Go 14 i5 I VLWM NO vm-n GA1. ftocorq P,16. PO E' r ' tbr OC Ov 'W U MT. 6.9 Ills 10 19 VENT 51h I 111l) ANjrp IHFAJ ftDWQNc 66plo4C) 1.0 0 4, rr. lox FT bbi • r. Attic Ventilation Calculation -Ougpr�CFF fe;L CALZU u^ ft Lo Avbonj�cr) A - ' UO I C f T. Ilkwila 1.111, Bull T�/T� , TOA, 10 4'. 0 ' L ild"'i. S. a.B. 1 C.D T I III TI ...... 2� �r i. 3 Inch 1/16 , ,'? t� ' , a�l��ari,s,• 5 6 _11 1; ��I 1, lZ I I� 101,1 1 _I I. I. �- III�I. I. ��l �l�l!-1 II II_ II���II�( 1I. L����III�IIII�Illllllll�llllll `Il lril��ll�l�ll I i. 1_ , " IyAcplL MTAILIC.7 ►PT 1-4CM C.ATIEZ> '-\"'ALL PtAMF- NOT ON fI&A r S,, PF 0 a u a �4��esEs 0 ' 4'o 26 .p 26'•0 r b'•'1hn 8 - P n 9c, a �• � h c x c � u � � • � ri q a e'• II" s�•.ly,� t 1 — X 11 f -- °� 16) L _ �. V -r ' to c � ? •� 4 r N � f 1 2 toe iw o. G• • - L-Ne At. PWC y 1 a1w _....._ F' �•Y t -YP r UNrr WI - r ;o � � • c L a'rC - Mir ME LO(KnG�I • -c I � CO Pt y dl L7 �� 3 �P 1 20.05 1"01 5�',c _ 5� �- � •'14 G•5. 5-11 � 5- b % �'.o� 2 . '16'•0' I�,I, „ ,�, o• �jZ PI First Floor Plan /Second Floor Frames la C 1 � � � �,. � � � �, l Iii llillllllllllll � ,�.. � f i,21 ,�III Inch 1 /16 �••i�r� Y �; 5 6 9( IIIIIII�IIIIIIILI�IIIIIIIII�IIIIIIIIJ�LIIIIIIII�LLLLL IILIiL11-1.1.11 II�LIIIIIIII�I III� 1111�111111LI. I�I�IIIIIII I�IIIII�IIII�ILII �4 'll`II��'lillllill�llllll ,•, z III�IIIII wo