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HomeMy WebLinkAboutPermit D05-293 - CRYSTAL RIDGE CONDOMINIUMS - DECKSCRYSTAL RIDGE CONDOMINIUMS 15350 SUNWOOD BL DOS -293 City 6. Tukwila Department of Community Developutent 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukMla.wa.us DEVELOPMENT PERMIT Parcel No.: 1865200190 Address: 15350 SUNWOOD BL TUKW Suite No: Channelization / Striping: Tenant: Name: CRYSTAL RIDGE CONDOMINIUMS Address: 15350 SUNWOOD BL, TUKWILA WA Owner: N Name: FERRELL PHILIP 7 +JOAN M Address: 15350 SUNWOOD BLVD #F2 -101, TUKWILA WA Contact Person: Name: JERRY COSGROVE Address: 224 NICKERSON, SEATTLE WA Contractor: N Name: MCBRIDE CONST RESOURCES INC Address: 224 NICKERSON ST, SEATTLE WA Contractor License No: MCBRICRO993Z Permit Number: Issue Date: Permit Expires On: Phone: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -293 08/15/2005 02/11/2006 Phone: 206 - 696 -2581 Phone: Expiration Date: 03/25/2007 DESCRIPTION OF WORK: REPAIR EXISTING DECKS: REMOVE AND REPLACE EXISTIND DECK PLYWOOD, RAILINGS. NEW FLASHINGS AND ELASTOMERIC COATINGS. ! Value of Construction: Type of Fire Protection: j Type of Construction: $10,648.00 Fees Collected: $403.70 International Building Code Edition: 2003 Occupancy per IBC: 0021 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N j 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: 1 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 -293 Printed: 08 -15 -2005 r �Z W u� D .J U U O: Cl) o. J f LL w O. L L � d =W ~_ Z F . LU f 0 C WW U ! �O U co'! E- _ O Z l �r i o �I City of Tukwila S teven M. Mullet, Mayor Departmei :t of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: cOukwila. wa. us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -293 08/15/2005 02/11/2006 1 Permit Center Authorized Signature: Date: i 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: Z Z: �QQ W JU UO U) J CO lL.. WO 15 U. d H= 0. Z ~: :2 D p, � 1— W W, L L. O. Z U � 0 �..� City of Tu Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1865200190 Permit Number DOS -293 Address: 15350 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 ** doc: Conditions D05 -293 Printed: 08 -15 -2005 z z W UO UJ J S2 U- 0 LL Q �D = r'- _. Z �.. ►- O z F—. 5 D ON off ww o w O _ to ui O Z. i CITY OF T UKWI L4 b Community Development D -r, rtmen# Public Works Department Permit Center 1905 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. r2. * *Please Print ** SITE L . King Co Assessor's Tax No-: U2 2L - 0/1 Site Address: S 3 5 S yy w oo 13L V Q Suite Number: Floor: Tenant Name: C t` y S 4L- R 1 C7 r— New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: C R Y S /4 L tZ l PG r.. 140 H 0W, J FR S 14 S S Al. Mailing Address: 15' 3 S .3 U nJ W oo 0 301 :t "3 o/ 7 1-4 w/ t t 4 L&A . City Slate Zip - CONTACT P kRSM Name: R C4 i4ai- `'t W 4 L i_ Day Telephone S 87 � 2 2 7 2- Mailing Address: I Sy24 1 1 1 4Wk 5 VI£ti✓ DR . A- R L /tJ 6rojJ W A 5 8 2 23 City State Zip E -Mail Address: Fax Number: GENERAL :.CONTRAC.TOR INFORMATION (iVlechianical Contractor, information on back page) Company Name: M C B Rt Q L C 0R7 S%. R F Sou I C E S Mailing Address: 2 2 ZI N ! CK E SON e?* rLL t C 18/0 c / City ` State Zip Contact Person: C- Y6 R L Z S S &AR P Day Telephon 2 o 6) 2 8 3 7/ 2 E -Mail Address: Fax Number: Contractor Registration Number M C: 13R I C R o et 9 J p. Expiration Date: 3 2- S ' C;;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: N Mailing Address: City State Zip Contact Person: Day Telephone: E-M ail Address: Fax Number: I : ENGINEER, OF RECORD All plans must be wet stamped by Engineer of Record ; "I Company 4 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: q:%*mits plus\icc cttsnscslp=it sppliution (7.2004) Revised: 68.05 Page 1 bb Z IZ J UO W= H C0 LL W O 9_j LL C _W H O Z H UJ 5 U� O �. =U H� LO .. Z W U =. O Z $UILDING PERMIT: 01ZMATION 206431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): _R £P14 R -Z Xt STitJG Q F_ C 1.4 S ' JR IMnV L ICK PCV WOO b 1?£/ioyr- 81.0c - c- RAILl,J6g C-1-45 (4PO 1F4A570M - 2R1 c - C04 /nNG S 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 dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner 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 hazardous materials in the building? ❑ .. Yes ❑ ..No If' yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. gA\penrnits pluslicc chanScApermit application (7.2004) Revised 6.8.05 Page 2 bh Z �Z '~ W JU U O' Cl) 0 W = J CO) LL WO 9Ei LL ? co) a H =, Z� F— O W ~ W U 'O o F- WW LO •• Z W co 1- F Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC . 1" Floor 2n. Floor 3 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 dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner 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 hazardous materials in the building? ❑ .. Yes ❑ ..No If' yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. gA\penrnits pluslicc chanScApermit application (7.2004) Revised 6.8.05 Page 2 bh Z �Z '~ W JU U O' Cl) 0 W = J CO) LL WO 9Ei LL ? co) a H =, Z� F— O W ~ W U 'O o F- WW LO •• Z W co 1- F Z ,MECHANICAL PERMIT INF0J[k IATION - 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 information): i Use: Residential: New .... ❑ Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Electric ..... ❑ Gas .... ❑ Fuel Tyne 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 Fumace>100K BTU Evaporator 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 <10,000 CFM Equipment :PERMIT APPI ICATION NOTES -- AOOlicAklo all *rmits in this 0lication 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 0 ER OR AUTHORIZED AGENT: Signature: `/ , C.'t Date: Print Name: s:P-a %e CO y C fa0 %I F_ Day Telephone: 2 2 ?1 I G 1L f R S0 >J 5 �= �- %TG Mailing Address: � W /�• 9 City State Zip Date Application Accepted: Date Application Expires: Staff als: 6-6 -05 - 2 -5,0 q:\\pcmits plus\ice chwScs\pertnit application (7 -2004) Revised: 6.8.05 Page 4 bh ZZ `- Z LLI J U0 CO C0 III J M l.— C0 LL W O 9_J U_ to = �W Z I•- ' I— O Z H W W UC3 O - OH W H 3. u. O ll! Z U= O Z i 1 �ww� was .Y r9Qe City of Tukwila I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 E 1 RECEIPT Parcel No.: 3597000200 Permit Number: Address: 15315 SUNWOOD SL TUKW Status: Suite No: Applied Date: Applicant: CRYSTAL RIDGE CONDOMINIUMS Issue Date: DOS -293 PENDING 08/08/2005 Receipt No.: R05 -01161 Payment Amount: 403.70 Initials: BLH Payment Date: 08/08/2005 11:13 AM User ID: ADMIN Balance: $0.00 Payee: MCBRIDE CONSTRUCTION RESOURCES TRANSACTION LIST: Type Method Description - - - - -- Amount E . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - l Payment Check 1555 403.70 i { ACCOUNT ITEM LIST: ! Description Account Code Current Pmts { INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;UN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j Protect ct Type of Inspect' ' Addres �� Ca ed: h �� 0 I ;� Sp ci In tractions: - Date Wanted: a.m 1 Reques r: k p Ph (f� M 6% i Approved per applicable codes. Corrections required prior to approval. COMMENTS: �- C7 s i f i i . 4 t J �ss 1 $ 8.00 REIN id at 6300 Iqt No.. 1 I 0 'S� c 1 FEE REQUIRED. rior to inspection, fee must be n r Blvd., Suite 100. Call to sechedule reinspection. Date: r K o'e ,�•..r, . ..t rokar> i`v:.v fr . ... f� ANSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj' ct: Type of In pection: Address. U Date Called: Special Instructions: Date Wanted: a.m p.m. Requester: dam C.. Phone No: 2 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: or: Date: $ 8.00 REINSPECTION FE REQUIRED. P or to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. aipt No.: 7 ff •. 1 � 0 N r \ iv 0 0 0 z r a �; at x 0 0 0 0 0 N luawRrJQWd junoW AQM U !Y O UCS C=3 Q @ cwt uj V a o � � O C3 . �.. �.. �.. �. �..__..._ �___ �............_ �.-..._._...-....._... o-:. e:..:....:......... �ri.w. u. �a. a.. a. z>. r.; �._ �:; c:_ �x. �..,^.:.: r. �yi.'.: s:: �q.. �e. V:^ 4° sK• isr. �.'... a�Z ,. � .. ; .., .;:•���':`-', *C' -::-: ::.`:'._....._..... .... ,,. .. ...�.. .. -.._ ,.. _ . .. s►s� -urn �� uf1 v DEMO xis - UNf rb '=MY 0- G a MfLY71ff1tt3 AUVAOMdC 11 �L�b00N3111� 1Ati�FIly101tlJM�iOdIQ►d ' n b31L0 dMll �i0i 0.�SA lG'a3S'O�SIG ��QO�113! 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T .Top Rail Pro vailable � Glass System Det 1 15 /1 6" J C� l 1 i ` � 1 1 { 1 D 1 i f 1 vr I � Th1l MATFRIAI. (:UNTMNCO HEREIN IS I'HC)PRIFT/►1 fO AMERICAN 5TRUGTI)RES A DF81GN INC. AND SI�LI NOT HE RCPapvUCFD. DItiGI,pSE0. OR UR[O FOR ANY C)THF;N PURPOSC W ITHOU I' rH F WRITT CONSENT OF INNOVATIVE A4 UfAlNUM I NC. AM d r TURES 211133 �It. 3�3 �Cree1 'I'rl: (2S3) 833- 43J3 Aubun>. 'WA 98042 - & D ES IG N i i'1 C I' bx: (=53) 83 4545 07/11/2005 HON 17:14 1TX /RX NO 70081 Q004 Deta a Z ;~ Z, � W QQ om: JU UO N W N � W } O �J U.� � �W Zo W U J co U Q fr W W. U' F- U_ O' ui Z U_ cf). O Z .. Detail A Vt11 !' I U111Ga 1il J YNX111 fl Id i It I �( ID WP Bottom hail -Glass Bottom Rail Glass Mid Flail s _.__ ice C 01 a ai t? t L P - A 3 I iii' f mL � ` ! L 1 f N = l Ir2 1 N W Bottom Sleeve Material 2 l i2" Post Material 13/4" Post Material y `•�'• THE NATERML CONTAINED HEREIN IS PROPRIETARY TO 4MERICAN STRUCTURES S DESIGN INC AND SHALL NOT BE REPRODUCED DISCLOSED. OR USED FOR ANY OTHER r PURPDS£ WIT HOUT THE W C ONSE NT OF INNOVATIVE ALUMINUM IN 0 0 o ' Tel. 20133 S.E. 253 ytnet A IC 153) 833 4343 +- Aubreo. I1 "A 98091 Fz%:12531833 -4543 .1 &- DESIGN ink - + . ♦. +S of 7 . •1 ...'• ►. • : w_. .. ... r .. -, .c., .. ...... .. ._ 1�, .... ...a .. .- .. r._ :., i�"::, F .+"`..�xi;.4`:T,wT= .�7�.�rk'.Y i�:.''". i•.SC; >:.. ^ «dXmor..c'- �m=- cs,...vm.. ......, . :•--- .....— ,- .......�._.... —. ... __.. _..r,`.._.— .__._.._.. ___..- ....._�. -- -- —' - -- 0 0 0 0 0 z a z 0 0 N 0 U7/13/ZU05 14:21 FAX 2062845670 MCBRIDE 1 U0 ulti-ala mmarican arwuorure5 a mas Intatek Testftig Services RTLSE14KO 10012/022 two a z Z LU uo� �CO) CO) —j CO) LL uj 0. I 50% luterftk Teedug SCVVh" NA lobdo • 211 schawasude 00 C"Wom; IC V3K 40 Cw"Am Takpham 04•20-Ml Fem "I-U4-048 "Wm POO VftnWak Hn" l awmaw **me 07/11/2005 MON 17:14 IT3 /RX NO 70081 0006 UY /13 /2UUb 14:21 FAX ZUUZ84bU7U r(:BKIUIS Jul Z i, ua u•13 aCa mm erican aorucour a Les Ca.7tro y�tv"ro i5 r•� 07/11/2005 MON 17:14 [TX /R% NO 70081 Q1007 i i U'1 /13 /ZUUb 14:Z1 N'A3 ZUU284bUYU SUBMIUIS 4YU14 /WXiC JUa 1•l UJ UTi o Gd k vuutour• LCD G.J0000TJ N•" . i 'nm comer poet& are 1 - S/8 oogrpleee With a screw cbsae at each htaldo ooss,er gad rfsid-seatfoa MO a Wall tttidumoasof thick. Ao alorraamnbaseptabtacastsrir�J .)12"><3 -U2 "x 1N" fJslCk past using foot 012 x 2• hardened aloel flaae>taaad S,"b t SmCWS (Robottaoo Whitobume Type , A'"), Fm $14 x 2" PQKhoad "Mm (aoeapioae with b%W bMK taaode•.1 MNgx40 alcove atxltost) ame aoh poet to the Doucette 0ooe. Support4ns the bottom tail !midway bet�ee4 4fta poets ape I G2" .Quire (O OfiO "•tilt f63eloetcaa) alutttbn>�t pldoat appall kg wbich is ao.Pyod i0w the raade1" ortllt bottom railand aeurod wing a siatlo AS l/X• melftappins aonw.P�cts lss b ras1cmd b the 00oereta flow mitt# a 1112 9 2" pashnd screw (com0euo with a Munro brand, modW MNSMO sieve anehm), See Mached dtawielgs in dte Appcodbt floc dot&ib Std a #latent brjML 07/11/2005 ZION 17 :14 [TR/RI NO 70081 Q008 Z • � Z. Excelt 1la11itas 5yoteo w Led. Maros 6, 2000 mw Report M. 48 - 4c / 3023343 -4 Pag J ors ` ReNaad DMa: Septesetser K ZM U O ' i1VTlkomcTwm CO t] bAerwk Tet s Serwicm NA lIAL/Wanmck Hersey bxs cotducnd Uaitaem and Co nc adtmd load leers fm a n ah,carn au CO = assembly unwm bcfun.d at Evell "UM Systems Leo nowAnnWinr rbm in SUM. RC. The tag assembly Sutdrail i - t F wrA ideat th illed as e "C Wonfsst Glass Sysmm (42" Hnil;M)" and won tesiod o'b Jimmy 19, 2000. * O W The umdog vm cosdaeled to detaetttioc if dw ClmudRail Aameettltly ina000e+dSnca with the BOCA National 7161ldlst8 � Cade /1999. @ec4iour 161!.3,2 "Guard basip and Conaasrctioa" and 16!5.3.2,1 "la•fitl Ar�ets ". � Q A ffr dw er4swMat walastion of fie secdomi pre mWA of the oaf: pimc £xsA RamW end lsxotl SQwre Welded 'ilia U. _ d Pick Sop rail was cowdamd an My 30,1002 as pall o(tctijcct No.: 3029343, evaltatke was to dactnJu s if W dw onc.pioce nil system W&Ad perdeatos a well at better Gm ftte two -piece section. Fiodint dal the owplme Z H system is an - ccepdbie adternm it has been included in Wit rgpom. 0 to additlaa ao the Mmt. m ava ts,i�tioa aaa eceducted o* aespts ine if Ws 3tu@*A assembly moors this load w m m"ire mu ordxs Isdaftsou ilalio3 al Bu Cade 2000 (MCI, ago " 1607.7. 1. ? 0 '_ DBSCRImON C0 ~ Tattssuaedraitia( 120") wickmempmedtNam coma posttoceraerpost( wbidiiodedesaakanywAlmtepostattaniii -qm) W and is (42 ") bisb nteaswcd fora dock lard to the sop of dw guwdraiL H U . Tbs top mil is oarWouctad in t pioee:s cooduft of a sub•cail gad a map-on Squme Top Rail eap. '[be polo -nil is LL — 0 Z raaeatod 4o Qrc top ef'caela oane:rpoat two 0i x 1 -] pattttead sates. 7bd eoana s1es+Tepsetioo of"dte top osp is W cut =41M =41M amd wrcklod and exs@eda appmxkuldy 4" Io eifboc side. !' ach 4op cap rtaae iOar fer>st Date y0" Dottier (� CO m9mant a tbo a tat VA%m the sop aa�d iotaoto each attaeb eo ie bsildieq twit etrtsctrsre a wail altaehraemt plate it Providod. O � ; z A 2- 1/2" wido x 3" b;shx 3/3" with 1. l R" bar wtWedalee") is 63aated to am end of the 4opmil china two 41L2 x 1 -1/2" panlread omm" and ftee: Mle x Z' panbo@d scree (conVim wi& MaW brand, IDD&l MN3xA0 dletrve aaWoea) Wbieb &0corn the WWI attaeltraerttplate bslte 000c:oeo WmR sttvicet m A 613"w10s R 2- 7!3" Irish x 113° tdtiak Shmminum PIM m asnbly Is les4cewd to ittn end of The botbommil mks a single 03 x ZIA. Self 4PpIUS pudwad www Nwi two 014 s:2" Paglttad ecrm (coeoplob with hilemp b:m4 mdol MNix40 dmvo ancbots) which wCum 60 Will aeeaeb Utplele so do oow4ft Ws11 stttloomm The bor101 ails we li mmed b a 1" km AIttlQfitarnt rail clip &MM a leorh #8 x 3/4" self uWag pambod Xmw. Each of floe rail cilpt. aoemed an CWm Lido of each Pose, arc faateeted to t110 pop nthtj m 012 X 1 -1/2" pinhead aftewc, A &"Woad slas Pmt 4L222" 13.Q►lattry Mich is supported batwm om top tab-mil and the tapered cJmael @!aped b0410011". A co•sxvasoed vinyl ckere b psavided widaih boo the sop stlb -rail ehuaael surd the bottoat rail cbmemm .'1% vigyl siccvo im d" Sop ehsamel is apptaotirtetealy I" dccp 7lte vinyl aloeve in die bottoat e4smstel itr a4lptottimately i/2" deep. i 'nm comer poet& are 1 - S/8 oogrpleee With a screw cbsae at each htaldo ooss,er gad rfsid-seatfoa MO a Wall tttidumoasof thick. Ao alorraamnbaseptabtacastsrir�J .)12"><3 -U2 "x 1N" fJslCk past using foot 012 x 2• hardened aloel flaae>taaad S,"b t SmCWS (Robottaoo Whitobume Type , A'"), Fm $14 x 2" PQKhoad "Mm (aoeapioae with b%W bMK taaode•.1 MNgx40 alcove atxltost) ame aoh poet to the Doucette 0ooe. Support4ns the bottom tail !midway bet�ee4 4fta poets ape I G2" .Quire (O OfiO "•tilt f63eloetcaa) alutttbn>�t pldoat appall kg wbich is ao.Pyod i0w the raade1" ortllt bottom railand aeurod wing a siatlo AS l/X• melftappins aonw.P�cts lss b ras1cmd b the 00oereta flow mitt# a 1112 9 2" pashnd screw (com0euo with a Munro brand, modW MNSMO sieve anehm), See Mached dtawielgs in dte Appcodbt floc dot&ib Std a #latent brjML 07/11/2005 ZION 17 :14 [TR/RI NO 70081 Q008 U! t j L U U T G a U i .7 1111101 L Ua711 S V /'�JU VUI'C Ot LO � V V _ p.4 itttdl X*UbM SywaW Ud, Madt G. 20M Rsnoet No. 4101-14M - 46 / 302/343 -1 _ Pag,e 4 of s CODs RZOUiRZhf&WM RaNred bmfr: SgWe ubw 1tip"R latermadenal ball t Coo i00o 1607.7.1 OWWrrailg gad 1wAA L Hew* nil 411 - 'I ,- and goods "bv dos%Med a remote land of SO Potsttdsper Iinew foot (passed Per two (0.73 kW arpW i way &=tioagt &a top godtolvoorcr this feed thmugbdw svpWo 16 the Mme ae. o,�e.�,d tw.•6�Y dwralpss� vply tlto sip6le conoontrated feel roqulrad by Sestina t 607.7. t.l shall be "Plied, 1, Its Gimpa 1.3. F. Hand S ooevreitetes, far areas *Mate net sot asstbk b the gsttsrd public ats0 that Gave an occutpartt load no peatu do $0. dw n kdnmt load eliel! be duU be 20 petards pert foot (0.29 MA). 1409. Gnaa► n*A load. KzadnP sass , bliss gad guards tliall be" to resist a siagb coaeew aved bad pf 200 Dorods (0.19 04 )• applied IN My directing at cry pout akteg rho WP, and ltaw suaeltttsear devices std supporting gaWOM Ie, tra aver gag bgdias 1a gp/topriala antetmal eleateale orthe 6WMJug: Pais load used trot be aanunatl bar,! oott MOvady Wilk tare lade so ' !Ged to the psectdng p5rsgeqIN. 1667.7J.2 Gmatpeaeata. latennodiata roads (ell nose =cept tie handrail). bd*Lftn and panel lfibcs :belt be dakuW to willtataod s twrboWny sppiiod norrad load of SO /oonds 00.22 kM an ass area IM Is erected 1 agttatt foot (303 a4W) iecltadirrt op oiv4 s ad space between mIs. RRea tivaa dw to as Waft we not required to be mperWrosed wlidt those of sitar yreoodag paragraph. 1607.7.1.3 Strom heremm W bcslr hanbaila attd gsgrdr am dutgttrd in acoasdaoM with the provisions for allaanble severs d4 t6a►(woddag saes dad8rO a Avelvely for the loads vedfied is Sabots 1807.7.1. the allowable togas tier the nkw as and their eawbamtcs arc pcnmiaed b be iacrt:aed by arre•tbisd Itte required Why tlr m for proof tested Lugo W is 2.3 in aocordttttce wi0 Clause 1714.3,1. The safsy rector for =lag used itr luridrads and S ards is 4 is scoadsooa wilt clause 2407.1. UST RMSULTS I. A hansaty] Ioad o[ 123. Ibd1! w►se applied b t!e top tail witdout fatORro. 2. A hodi>rerwtl coaosatartttod load 00001W WU applied to tbt top no rridroat failure, 3. A borkontat load or200 Me wu appiisd over P one-foot aqua brat Of the 81655 iAM wMbW4 failUM ONE MCC TM RAM AD eryiMOCITisrg evaluating was cmdpped to dcmwdw if tho TtKUN Round UW EAMS Sam oac.-preae welded Picket top ails are equivaieot to the two -piece rystera that au udbatly evaluated. The ono -F ace syshra was fbwd 0 be so stacptable eltamk based as do tolbwigs: I , Tesdsg of thv initial ayrtom MveaAd dnr the twoldeoe Yummy dtd we work as a eotsveeioe secdora 2. 7U lateral section properties (Manna of lamia) of" top cap secdal of the tw-piece sypaa '[tie top tap prevkla dw M401* of flee laewl relt"MM of We SPIOR . 3. The addition of tae istolutod bollwa plate to the aaelOwe system sipifieaatly ln©erwvs tits brciciiag ospaciry ordw fail. 07/11/2005 HON 17:14 (TX /RX NO 70081 X009 z Z �W 30 UO U) o UJ J l.. . co U. W O: tL N d S z Z� 5 U O �. N, o I- W W. LL —01 w Z. U CO: O Z '' +t U / /1J /LVV� 1S:LL rna LUbLOSbOfU, ■li ..�J 4J.14 1 UJ VT♦A7.JO 17111W 1'Ll/d 11 .71. 1 U tJ t. U I' t• OI aJCD 41IU1 91ULL p.a . . Intenek Testing Services SEMKO 0 a/1G /O�.t Fa11 t#W iia -l1�0 }�pM {�„ w,,�,�,,,Ot�a+Aiko�6ory1 1Alrf w h"0" 07/11/2005 MON 17:14 [TX /RX NO 70081 la0 i i i i y Z O W J V, U 0; (n 1. W =. J Co W 0 ' Q N H. _ { Z� F- 0. Z F-, R WO1tT OF lRODUCT XvALUATwN f COND1 -TIGn ON A k "WLLMI) Ill CK1:T« ALUMINt.'M (QARDRAM ASSEMBLY TO THE IN'I'ICRJ BUILDING COM 2000 1 FOIL LXCBLI. RAILING SYSi' KJM I. W06- -1201-4 ANVIL WAY SURREY. 13C v3w $E7 REPORT po"AnI) BY ra. 1NTRRTM TftlY 4G SMVLCILS RA LTD. WAIOIOCK Nobly 311 SCROOLNolm SJ*xarr rk„ , COQUITLAM. SC WK 4XP RT,PORT ME MMR. •181 -14M - lc . «. DAZE: MARCH 6. 3"o A�VI DATE: SSPMMXZR 16, 2002 U &ND1 tt PROJECT No.: 50tSa43, 2 41'V� JJ i �0.1 . y latal9k TKHug Slrvkn NA Ltd. 211 -a IaN Seh*ooh"'.3""'- CO401wa. &C v71f Wf0 �nodo ►ONAh 0 a/1G /O�.t Fa11 t#W iia -l1�0 }�pM {�„ w,,�,�,,,Ot�a+Aiko�6ory1 1Alrf w h"0" 07/11/2005 MON 17:14 [TX /RX NO 70081 la0 i i i i y Z O W J V, U 0; (n 1. W =. J Co W 0 ' Q N H. _ { Z� F- 0. Z F-, u , // Lj/zuub 14:zz IFAA ZUO284buyu ■uuKlub VLGI I U J U 'r 4 - 92 rl 11140 1 A IJ -0 11 a%Af*muLpur at mj=,.3o 1G Yl f a: Ititell Rallftg $y*( mw LAd. match 6 2004 E!opgn No. 42 t-3456• Ic 13621343-2 Page 1 ors TABLE OF CONTENTS I - DrxwclupTlolq PAGE TAX16E OF 2 INTRODUCTION DZSCREM Tnbfc of Cpm!Ws gd!td CODE ONE PMrX Mr 4 fttfacc Amd!R9 — one Tzsr ------- Mcroftedon rorbed WC Code itaosimSMEM Tc3l RoWls 0MORM-0 $ - Wuntie" ofeRtele" f CONCLUS1014-- 3 4 4 4 APPENDIX A - DETAILS OF THE TESTMIDSMIMI, APFZNDIX B - DETAILS OF MM ALT UMATIC ON14nM P-ML—.- I PAM TABLE OF RMSIONS I - DrxwclupTlolq PAGE amp--t bm-pimmkoral An Tnbfc of Cpm!Ws gd!td Tab Le ofPcvisions fttfacc Amd!R9 — one 2 Mcroftedon rorbed WC Code itaosimSMEM Tc3l RoWls 0MORM-0 $ - Wuntie" ofeRtele" 49 ioclada -risoe iop mH and MC Accgionce wo0ced BOCA rimonW Mknldmg Code to cengloc with MC &Nukwmab Tim A" agm-- 3 4 4 4 F slzowui+s Revised A4 B added 07/11/2005 MON 17:14 (TX/RX NO 70081 0012 ...• a.•• rv.. \• t uu .ate• rr ■••►ta YV VrV1VV• V r. VY• \�Y•.I 1�VJ.OJ V�iL U-T 3 0 -1` 0 co mer a rseri b orucvurrs w urn too +, �t' 1 P r S4 ' �� ;� � 1�Y�n faeua.� snt� sett. pis s, sago r 481- 1436 -10/ 3028343 -2 page 2�or5 ? �RdpostNo. � Revised Datc: Seplkrt W 96„ 100: PREFACE . , All aaviees uaJetalcea ace snb/ect to the tdbwive gasexxl policy. i 1. Thin report to for' dic4ackurre uW vilatwtek Tatiag bletvk:aaNA 1sds (M%v) cliem and is provxkd parpxm t* the arcenualbetween R'S red its aliet+l, 1TS's respondbllhy and Nabilily are Willed in the terrm eodcoMams of the r8reemewL tX5 asstraae ao hsib wry party otbat �, to r!>odiast is accordattcc wish 1ha n pteemetu foraoy loss, expemw or &opt * occasimted by Mte use of this report. { Z. ' 1 Qaly Ibo clka[ is awhoritxd to copy or distrdwte thb report W tbea oas11► in its androty. Any VW aftbe ITS snim or me of bit meats tirr am sale or adveidso tem ortbe tented mar ial pnidad or service moat IbW be spprored in wrstirtlt by 175. 1 a. Ttre obaervatiom eW test nmdd is this .epm ore ntevs* only to the s*nvk tettod. This tcport by i bd rdm not Imply dot tbo matadN. prodaatoc amim is or ban ever beers undK so ffS cali&uion progr=L i ' 1 1 i f � 1 a r - 1 i • 1 i 07/11/2005 RON 17:14 [TI/RX NO 70081 Q013 t ' RN VOV.- V d.& t.. A -V p.J Exceu Raillaf System W. M arch 6. lo00 Report No. 481.14S6.1c1 3028343.2 PaBo 3 otS Revised Date: September 16. 2002 INTROPVC71ON itttawk Tenting Sarvices NA UdMamock 0croey ba condtx Wd Uniform and ConCentented load teas onanaltUNIMo Vardrad *swaal)ly mawfaetueed at Forcer Railing Syskaas Ltd. taanetlbattuiaA plant ht StKrey. Y3C, The sualdtad aramoly wroth kknh&d as Ow "Welded PidCe1 Symm, (42" Ra(%Id)" atoll was tested an Jarwary 10, 2000. Itcloding was eorAucW todalanniaro if dioCkud Rai) Mnernbly is is Coespliance with the 130C:A National Building Code 1993 Sectiorra 161542 "Guard Dasipe trod Coewft ction" utd 1615.8.2.1 "In -fill A.eas ". A Anther sppjucering avttlumWn of the s alion prapertia of the owe piece Exeell Row d and Excell Sgwur Welded Pick tap rag wan eonduateld an July 30, 2002 as part of 1Pmjeet No. r 3028343. 'chid evaluation wu to detertmma If the ono-pieoe vall system would peslbury as well or bepor titan the two -piece socttpn. Fdxhnl; ebar the Oita -pkcc system is an acceptable alternate it tans beast i4cluded its thin repom In addition to the above, eta cvslualloo oat eondawed to dcte sidne if ft ptatrdrall assembly truer: the load requirctrunts of Ale briusational BwcktxCtode 2000(100 Seciian 1607.7.1. DESCRIMON Tara Vuardn6l i3(114 wide rncamnvd (Horn comer post to comes post and (42 high muaasurdad from deck le vel w riot top of dw gaiatrdcan, The top nil is t sea *vckd in two pke= coetslstW of a ssb -rail and a ws"n Square Top Rail cop. Tee :alb -rail is fast W4 to rile top of each Carnes post usiax tvm al12 x 1 pa rdmod stxews. The coma sleeve yortiat of the top tap Is nutric cursstd welded and carloads a"xJ m Oily 4" to either side. 5e6 top cap taro continuowly from am 90' eoenar segttne u to dw outer. Wbom the top and bottom rails attach to the building wap avvrA= a weep anechamm plate is providrd, A 2.1/2" wiale a 3' b!gb x l /a" akattisaun plate sownnbly (c0 W10a with 1-11 0" !ring vmkletl sleeve) is Faso wd io dw and of the top rail using two 012 it 1 - 14" paolrAd scsews and throe N 14 x 2" paabead as n%" (complete with Mango bnwd, ttto4cl 14Ndx40 above anchors) wbichoect re the wall auscluttom plats to thocooc" wall sat xwm. A 1- 5/a"wkwX I- 1/2' hi$h x 113" thick 4haltiown plate aasambly is 1'humad w the end of the bosom sit axing a sin8la 09 x 3/4` self tapping panka A aemw and two 014 x 1" paebead aerewa(evtaplcic with Mungo bnutd, xw&l NV800 skme arximov) whirA s ecure the WAR attIC114 entptate to L%0 c Pon ce+ete wall stmctuee. The bo" rails am PlstafWA tea t" ImSettttudod aluminum rail clip USI'x+g a sitagle 09 x 314" self tappiuj panbead *=W. Each of the tail clips. located on edixt Ads of eub pout, are fistmoed to UM pax tutor, two 012 x 1.1/2" prlahead screws. Alumimam pacloets mersurW 3llt" x W x 0.050" 0dak tote Welded betrree► the top sub -nil and tho ekemnal shapr d bottow rail and apoeW 4.112" apart dc. Hach picket is vw)ded st eitberxi* to the tonstlb -nit and fits eta ough a xpeare punched opmft is the bn oom trail gad melded to sae aide. Thu corner posts are 1 -5/8" wpatre complete with a acmw cbue at each laude: corner And rnid- suction with a WWII thiicl=U ofO.069" chit#. An aluminum baWlatc tstoawring 3-1/2" x 3-1R" x 114" thkkwa t tailcatd to dao bale oftmcb pact usbu flaw' #12 a 2" botdoned steel flathead V.Mwa (Robanom WhAdbousc Typc "A"). Font 414 x 2" pattbosd mrcw s (c*Mk - to wish Munao brand. model MN8x40 sleeve arch mm) Some; each post to the cmcroe hoar. Bappodws the welded picket bonom nil at three equally spaocd polaris between tea pooh at 12" square, 0.060" wall alwni>aruo picket support toga widdha an knortcd oppiaxbmnttly l• info the 3/9 pickcu and secured using a sitt8la 06 x IR" self tappir>,g name w. $path leg la 1aWned w the concraw ttoov uob* a *12 x 2 p94baa11 screw (cormlew with a Mumto brand, nodal MN8x40 ailoove anchor). Sae atittchad drawhtga in the sppceadix for details add a gctneral layout. 07/11/2005 MON 17:14 [TX /RX NO 70081 1M014 s Z � W WD U O to Q . W= N LL w o. Q. = W H =. Z LLI W �p 0— , c l 1—. WW H U kL O .. Z UN P _ o~ Z 11 : ii VAA 4VU40%4JV t V K%JDI%A Lon U.! UT, 0 r1111C1 14at/ ONI'V<JNU1'Cy O, LCD LU�703o1 - 7 v �J RN VOV.- V d.& t.. A -V p.J Exceu Raillaf System W. M arch 6. lo00 Report No. 481.14S6.1c1 3028343.2 PaBo 3 otS Revised Date: September 16. 2002 INTROPVC71ON itttawk Tenting Sarvices NA UdMamock 0croey ba condtx Wd Uniform and ConCentented load teas onanaltUNIMo Vardrad *swaal)ly mawfaetueed at Forcer Railing Syskaas Ltd. taanetlbattuiaA plant ht StKrey. Y3C, The sualdtad aramoly wroth kknh&d as Ow "Welded PidCe1 Symm, (42" Ra(%Id)" atoll was tested an Jarwary 10, 2000. Itcloding was eorAucW todalanniaro if dioCkud Rai) Mnernbly is is Coespliance with the 130C:A National Building Code 1993 Sectiorra 161542 "Guard Dasipe trod Coewft ction" utd 1615.8.2.1 "In -fill A.eas ". A Anther sppjucering avttlumWn of the s alion prapertia of the owe piece Exeell Row d and Excell Sgwur Welded Pick tap rag wan eonduateld an July 30, 2002 as part of 1Pmjeet No. r 3028343. 'chid evaluation wu to detertmma If the ono-pieoe vall system would peslbury as well or bepor titan the two -piece socttpn. Fdxhnl; ebar the Oita -pkcc system is an acceptable alternate it tans beast i4cluded its thin repom In addition to the above, eta cvslualloo oat eondawed to dcte sidne if ft ptatrdrall assembly truer: the load requirctrunts of Ale briusational BwcktxCtode 2000(100 Seciian 1607.7.1. DESCRIMON Tara Vuardn6l i3(114 wide rncamnvd (Horn comer post to comes post and (42 high muaasurdad from deck le vel w riot top of dw gaiatrdcan, The top nil is t sea *vckd in two pke= coetslstW of a ssb -rail and a ws"n Square Top Rail cop. Tee :alb -rail is fast W4 to rile top of each Carnes post usiax tvm al12 x 1 pa rdmod stxews. The coma sleeve yortiat of the top tap Is nutric cursstd welded and carloads a"xJ m Oily 4" to either side. 5e6 top cap taro continuowly from am 90' eoenar segttne u to dw outer. Wbom the top and bottom rails attach to the building wap avvrA= a weep anechamm plate is providrd, A 2.1/2" wiale a 3' b!gb x l /a" akattisaun plate sownnbly (c0 W10a with 1-11 0" !ring vmkletl sleeve) is Faso wd io dw and of the top rail using two 012 it 1 - 14" paolrAd scsews and throe N 14 x 2" paabead as n%" (complete with Mango bnwd, ttto4cl 14Ndx40 above anchors) wbichoect re the wall auscluttom plats to thocooc" wall sat xwm. A 1- 5/a"wkwX I- 1/2' hi$h x 113" thick 4haltiown plate aasambly is 1'humad w the end of the bosom sit axing a sin8la 09 x 3/4` self tapping panka A aemw and two 014 x 1" paebead aerewa(evtaplcic with Mungo bnutd, xw&l NV800 skme arximov) whirA s ecure the WAR attIC114 entptate to L%0 c Pon ce+ete wall stmctuee. The bo" rails am PlstafWA tea t" ImSettttudod aluminum rail clip USI'x+g a sitagle 09 x 314" self tappiuj panbead *=W. Each of the tail clips. located on edixt Ads of eub pout, are fistmoed to UM pax tutor, two 012 x 1.1/2" prlahead screws. Alumimam pacloets mersurW 3llt" x W x 0.050" 0dak tote Welded betrree► the top sub -nil and tho ekemnal shapr d bottow rail and apoeW 4.112" apart dc. Hach picket is vw)ded st eitberxi* to the tonstlb -nit and fits eta ough a xpeare punched opmft is the bn oom trail gad melded to sae aide. Thu corner posts are 1 -5/8" wpatre complete with a acmw cbue at each laude: corner And rnid- suction with a WWII thiicl=U ofO.069" chit#. An aluminum baWlatc tstoawring 3-1/2" x 3-1R" x 114" thkkwa t tailcatd to dao bale oftmcb pact usbu flaw' #12 a 2" botdoned steel flathead V.Mwa (Robanom WhAdbousc Typc "A"). Font 414 x 2" pattbosd mrcw s (c*Mk - to wish Munao brand. model MN8x40 sleeve arch mm) Some; each post to the cmcroe hoar. Bappodws the welded picket bonom nil at three equally spaocd polaris between tea pooh at 12" square, 0.060" wall alwni>aruo picket support toga widdha an knortcd oppiaxbmnttly l• info the 3/9 pickcu and secured using a sitt8la 06 x IR" self tappir>,g name w. $path leg la 1aWned w the concraw ttoov uob* a *12 x 2 p94baa11 screw (cormlew with a Mumto brand, nodal MN8x40 ailoove anchor). Sae atittchad drawhtga in the sppceadix for details add a gctneral layout. 07/11/2005 MON 17:14 [TX /RX NO 70081 1M014 s Z � W WD U O to Q . W= N LL w o. Q. = W H =. Z LLI W �p 0— , c l 1—. WW H U kL O .. Z UN P _ o~ Z U1/1d 1LUU0 14:Zd rAA ZUUZ84001U alt.tfKlLtf �U'y,. I. 1 VJ VT • J.,Ja I IIIICI .� VOII V NI'UV VUI q7 OI Lt"-.s GJJ 0.7 JTJTJ ItyurIt VLL r • 1 J ..--& - 9itcall Rolling Systems Ltd. Mira 6.1000 ltepatt Me, 491- 145161e 13028343 - Pop of 5 Revised Dote: Sept,40311W 16, 2002 COOK REQWREM1i h Intcrnattoual BaNdI ng Code 2000 1607.7.1 Hutdraik tab guards Handrail osemblks and jtuards sbdl be designed to resist s load of 50 poun b per linear foot (gonad per foot, (0.73 Min) applied jtl 4ny direction atthc top and to transfer this load tttcomh thvsuppom to the Rtrnotsae. FAmptioas 1. For os e -and two fantily dwelwg% only rho atingle coacoohrated load required by Seedon 1607.;.1.1 Shalt be eppliadL . 2, In Groups 1.3, V. H and S comMactes, for areas dw arc tact scotWbto to dto general public and thachave an occupant load no greater teat 50, tote rnWa m load shall ba " he 20 pounds per fwt (0.29 MR). 1607.7.1A ConedtWOW load. HwAsil assosnblias and guards shall bo nbla 10 resist a xtng>a concentrated Mad of 200 pounds (0.891rM. applied in any dim-tion at airy point along the top. sad have attachment devices and cuppor ty, stnteon to Ramfer this loadigg to appropdato ttnwtwsl ekrnesats of the building. This load need rot be stau., d b act caftutncu* with the loads apwjfkd In the pteoading paragraph 1607.7.1.2 Campauettts. later ediaie YA% (all Most ateept the handrail), balusters and panel fillers "D be designed to wW=tand a horkantallyapplied normal toad of 50 ponob (0.22 W) on an area not to accord I squese foot 1305 bobs Asa opening and apaeo bcrweea rails. Reactim due to this loading are not regatied to bs superimposed oink those ar cidserpmccding parabraph 1607.7.1.3 Stress Je tresse. Wbaw handrails and guards am designed in accordance with die proviaiUm for atlawable .tress design (wa*ln` stress design) exchuivoly fbr the loads specified in Secdon 1 607.7.1, the a];owable $am for die members and their attackma to are yvunitlod to be lacreaied by one- third. The -quuod safety factor for proof tented assemblies is 2.5 in accordance with clause 1710-.3.1. TWP asfcty facuat fns ghat toned in handrails and goads is 4 iA aeoordaace with claw 2407.1.1. TEST AMU)LY 8 1. A horizontal load of 100 lba/1t was applied W the top rail wttlsour fig lure. 2. A horizontal eoacecomfed )road of400 %$ was appliotl to the top rail without failum 3. A homantat bad of 1 Z$ be was applied ova a am -foot square area of dw pickets witbdur rrilvra. ", P110CE TOP RAIL AD copncertns evaluation wait conducted to datemdge irthe )Extoll RowA and Excoll Squmv ot>,a-piect wcldcd ptcluel top raft nano cq ulvelant to,tlie rap - piece sysla:n &u wan initially evaluated. Tut um -pieta sysixm was found b be in acaeptabla alkmmtc bated on the fal low n: 1- Tealin of the initial sysaetn revealed Oat the two -pieta aaen+I ly Mrs not work id a composite section. 2. The blest section propetdes (lr(omett of I kilo) of tine anapiece syanetn c oved dta of Ow.. cop cap section of' alto two - pioce sysmaa. Tine sop nap ptovidtrs rho majority of the lateral stifiltees of the system. 3. Taw addition of the impated bolt en ptato to rho ono -piece system sigaifmady hicre -m the bucldmg eapoatry of tbo tall. 07/11/2005 MON 17:14 [T1 /RX NO 70081 0 015 Z Z': Cr. QQ 2 JU L) 0 ! to a CO) W1 J N 1L, WO � .. 9 J W ?. N H_ ZF. 1— O W t'--. 5. 1— W W W f' —O tlJ Z. U co), 'L 4I\/ u14 . . %A .101=1 L 4.*=1 I VI VV NVI 4w za N &A -a f— %j 41 -j j - T A - T %j 07/11/2005 VON 17:14 1TX/RX NO 70061 0016 01 /13/2UU5 14:20 FAA 2UU2845U70 MCBLZIUK t®UU8 /U2L "� Vy♦ i L 4J %A -T V.JO 11114w8 Lu011 wl V1 ./V NU/ C7 OI or -b C.%0 V a/ J V'I.JTV Intertek Tesbug Services En sEMKO 07/11/2005 RON 17:14 tTX /RX NO 70061 Q017 p Z �L i . U0 N C_ w O. J: N LL =: F E- 0 , . z F--' W W; D 2 O W w. H u.. -O Z. � H O z Ruronr OF ' PRODUCT EVA✓>L.UA'L"IOIV f �C 'OUC ON A 1 "COM1'ONB�t1' GI.I►S.R'" AIAAW 7M GUMWRAX A3SJrM13LY TO TM iMl ANATTONAL 1010 .DING CODY, 2000 pp k FOR MCA RA NG SYSTEMS LTD. Od% - 124116 AIYVO,. WAY SURMY, SC V3w 0o REPORT 1rREr^u% aY � JNT>ZRTZKT"'MC 38RVI4M1Yp LTD. { WARNOCK HMS" {. ,.11......1 •..,.. 2J SCHWLSOVSE STRIEJZT Cowff m. BC V31C 4" 1 R>EPORTNUMBiER: 48J- 14 56 - 4c DATE: MARCH i, x000 RBV /SSD DAT19 SZMMBER Ii. 24*2 UNDER PROJECT NO-- 3OZ834!64 1 I ylas , latenokTorder.8ervim NA Ltd. 211$Gh.olh*uvo $049%co"MWK 8c WK 4 Gordo 1 a TWrWan* rN4M3321 Fw W&S24.ples mono PeN wwww"oftho.com 07/11/2005 RON 17:14 tTX /RX NO 70061 Q017 p Z �L i . U0 N C_ w O. J: N LL =: F E- 0 , . z F--' W W; D 2 O W w. H u.. -O Z. � H O z 07/13/2005 14:20 FAX 2062845670 MCBRIDE -j %A 1 1 4 UJ Li 0O 11111 rf' 1 Udhl �7 bf'UV HUI'CS OI LrS GJ� x,. 009/022 2 Escen Its m%g SrMME Lft MrcL 6, 2900 Z. Report W. 48 1.1297 — k Page t of ] 111, Wes• JU IrfFR0DUCn00 V O Co 0, Intsrtak Testing Seuvk0s NA UdJWsrrohic Hexsey has ooednded Uwfarnn and Concenooared lad onto on sn aphtttinUo CO) = guthrdAil assembly ltlsrwlanturod at ©well ltxilina Systghta Ld, tltantt6scOrring pietht iit Sulrsy. 8C- TTsO rail menhbty -.i H was idwailed as tk 4CompoacaI Oka $YO M (4T Heioghtr and wsth test e4 oe Jeah.ry 19.2000. N U. W 0 jr* lesgng was eoeducbed in accordaahoe with ON BOCA National Ou11ding Code 11999. secciom 3 " 4uatd Oestign srhd Conamcdoe" and 1613.8.2.1 `la -fl11 AroW. � Q O Ot�CAill'TION r=-- _ The suar"I is (120") wide tlkmiu ed ftrn comorpoet to aomsrpod ( wbich includes to ltwxmediare peat atnd&q mt) and Is (42 hio measured tram dart level m Ilhe top of 6a ptt *ail. Z The lop rill b comaucted in two pieties vewMng, of a shtb.rdl and a amp-an Sgmm Top Rail tope. '1be sub -nit is j toaserned m tAs top oireaM comer post hhtsihsg tNw N 12 ht 1 -1st' patsbeod aa+awa '110 garage slorve patio. of the thhp C" D is mate am wid %vl d a" agism ! apprasebtta* 4" to sow slid1% Each a* soap wum cootinwAly ftn one 9V ca no 0 N seyhaatit ro tta oM.r. Where Ow top Bard boMm nib attaab to Ott building will x0vcam a wall OftchmeM Plot is O I-- Provided. W W . A x -lR" wide x 3" bids x 14" otanhiartll pbte mmnbly (wmpkle with 1 -112" bona winded skeve) is fasuned to the ~ f. 1 end e[tlra topraii uslu two vi 2 he 1 -1st` p snbed screws and rMOS d 14 x 2" probed ae:atrs (wwrplea thryg Mango �" O br and. anodes WWI) sleety aru*sm) which severe *a wall sttadwent plate to the ca,arete wrap sammirs. A 1.12' Z vA& x Z-7ff' high x Ur thick k olamk pitta at aa* Is tb%nad to dw ottd o(Ow bottorarodt rairg a sb%& alt x V4 U N self tapping polnbeod saew and two 014 x 2" paahaW w4ma (easwpksc with bivagv llraey{ tnad0 MN8x40 skew I— _ 0 1 extru&d ■ WJtora) which now the vends s u* nail plate to to aonasa wall shvcop m IU i anon rants are fattened to 0 t• lorrg alwsinuas told cdp issue it single 98 .x 314" golf tapping pwAt d screw. Em*.af the rail clips, loatad on either side of cam post. are fastened to the post " m; two q12 x 1-1&' panhow screws. A lnapmd Sim panel 0.222" (5.63m) thick is supparkd be** as tits bop =b-rail cad the "pared dMMI shaped Mortara roil. A op-a muted Mloyl slohsve Is hided wAm both the top snb -rail chuml aril the bona nU chkV t: T1te . vinyl ><loetie in the sop riartrhel is .ppro�dtrtatoly 1" dap. Tho viwyJ sNwe is the bottvns.r:lrarasel its approxitaalely 112" � . deep. Tbee pain of extruded slhanimm ansks� am* being I -1/2 0 x314 1 ' x Us' x 1.314" long. was Smefted st grid sport and as quasar points ae eshelt pose leg usdhrg two 0 12 x 1 -112" waiolew steel pantheh14 th %wa. grays gULdn ape was used between the slawiouns angles mW dw glans to avoid diraca aaetal w glow ovetaet. The comr posts an 1 -SR" agwre complete with a screw than: as cash inside eeorlwr and IMd•srelion with a wall thickium of 0,061f" thick. An * MpkrAb baseplaoof immuriaa S -1/2"x 341V x 114" #brit was !'artened b dig base of each past using your 1112 x 2" hardsnad stool Aadrand lapping sasws (Robertson Whitctoo=e Type "A' Four N14 x 2" parthoad ateews (coatpteto with Mango brand, model MMx40 sk ww authors) aeourtr esch post to tlbe cothe m fbar. Suppontag the bottom rail midway betweat the poets ev f rr N4am (0.064"wal l *kkr ct t) atumint m pWo wppa" in whicab is snapped kso tits wa*aide o beta m nag and seemed mod wows a single 08 x Ifr gel taping xrow. Each leg is fasscned to fie eaecreslt floor using a 012 x 7" poduad wow (complete with a Mango based, model MNU40 sleeve ana:hor). see suaadw d dtrawiw=s in the Appendix ror dot mils sod' a general layout. 1 07/11/2005 MON 17:14 iTI /RX NO 70081 Q 018 07/13/2005 14:21 FAX 2062845670 MCBRIUB l®UlU /OL2 %A A, 4 , 2 UV VT•u 1 4 IINIV1 1►.4011 %I V1 VV V%AI C5 OI YO -V L-�I CIO J CI-T J �+• ♦V P. 3 Epees MAding Syatsstas Ida. Marcie 6. 2000 ReooTt No. 461.1297 —4c PagC 2 0! 3 i t rFsr RESULTS BOCA Natim:l Bu)ldittg Code: Sections 1613.12 std 1615.8.2.1 i l• 1613.1.2 Guards shall be do:ig d sad ce0aentcted for a ooaomomd bad of 2W pow& (93 Ice appiisd at sets► point and i in my dinsotiett a1aw6 an tapr ailig6meaJ�w. (muds %twos ba Whet than dwellbnj 11ahi is aocvpaaeM& (n Ilse j Groups R - 2 and R 3 "ape he dl V"d sod eoteritt od for a aadbam load 050 paws& per Irovt (701eahaj applied bet' metaft st the mgWmd &Iat0l hot and a siquitawoM tatiform toad of 100 poan8s per foot (119 kVno aP' UM vadaft &vmwwd at as " ,of tik nwd. 7w uoaooa used end unifam lwftp. con4bt wx sUah nvt 6o applied skdahmm*x . 7. 1613.1.2.1 The Ih -Q!I area o[ a award sb1aB bt dpipwd fWd sonaOttaeed f&r a 170rtaoeltd oa„caassssed load ot20o peuads (9 ! Iraj anpUW on a I agwse teat (0.093 m2) area at may poW is *a s Mn. iwcwdiM iuMcmedtele Tallf: at 01ha 1 eiefs us mvias dmis purpose; Thin loe&m eond idoa shall roc be applied fmutte ftwlly •vise the looffiai condldem in Suction MS.= mm sumbly wbhstood dw loadaa evaditkw as desaiW above which inet<sed a 2.0 safety Sew. The gam in puwal kwding *4aded s 4.0 sal4#y begor or M lbs, over dw I aquw foot wee. 3. 2406.1.1 71u PWAAa and tlwY mappm f vem #mU by dakned w witistaad flee lomb sped tea in section 161S.t. A ufety fsaw of 4 shah be woe Mw Ruw*6t assembly whbriood the loading 000dWons m deaa+bod above erlticit Ltcludod a 2.4 safety factor The slaw (n -till peael lovditta 6tckmW a 4.0 safety fuser at 809 Ms over the I square fact of" 07/11/2005 VON 17:14 [TX /RX NO 70081 ba019 . 'n UY/13/ZUUb 14:21 VAX ZUO2845U7U *J %A 166 - 7 4V 1 %2 sime•@ • %,O,1 %J of %A%, W%A% CJ re p. 4 Mmb 6.20M Rew No. 4xv. 1297 — 4a hp 3 of 3. CONCLUSION as dmabcd im *a Iqmt (en4 ud"w *Ewbw) meets the toodint "aba2wo of t DocA Na j aciMIM code 19" E4kkwi6 Scctkm 1615.L7,1615-22.1 tiled 2406.1.1. 07/11/2005 HON 17:14 [TX/RX NO 70081 RD020 r1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -293 DATE: 8 -8 -05 PROJECT NAME CYRSTAL RIDGE CONDO - BUILDING F -2 SITE ADDRESS 15350 SUNWOOD BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Build g D Fire Prevention F Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: - 8-9-05 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined, incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7 TING Please Route Structural Review Required REVIEWER'S INITIALS: F' 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 /routlng slip.doc 2 -28 -02 ❑ No further Review Required DATE: z Z. WV UO co CO 0 Uj CO) LL w O. w? D a = w z� Zo Uj W , �o U 0— ❑� w 4 ' O ui z CO O ~. z Look Up a Contractor, Electria$n or Plumber License Detail Washington State Department of Labor and Industries i 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 3 account and carry general liability insurance. i i . I i i f r } i r i i i i i 1 License Information License MCBRICRO99JZ 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 I GENERAL Specialty 2 UNUSED Effective Date 4/9/1991 Expiration Date 3/25/2007 Suspend Date Separation Date Parent Company Previous License MCBRICI164D8 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 01/01/1980 GIBBONS, FRANCESS J 01/01/1980 WITTE, RICHARD A 01/01/1980 Bond Information Bond Bond Company Account I Effective Expiration Cancel Impaired Bond Received https:H fortress .wa.gov /lni/bbip /printer.aspx ?License= NICBRICRO99JZ Pagel of 3 08/15/1-00 v File: ID D05 -0293 35mm Drawing #1 -3 PP1 ' . - ' -- — ' .... ��e�� � ^�~~�` . -T tA C o rrs lo IBM � vroject L)ata . Owner: ' ' G ' . . 1 Sth Avenue � ^ / K irkl an d , r W e, ~~~ Architeci: _ r H Nowell AtA | 191h Avenue � ��� � ' i ~ . ' Structural Engineer: Ot En 180 Nickerson Suite 302 � aty of 7U Al2- 114* F100 Plen LIM A 101 li . 4 SCA11$ 840 Plan . - . 1 1/4* FIW Fpw Unit 9 Wig Site MW Section 0 � V111 Elevatlona.Switing Aill Seattle. VIA.. 98109 (206) 285-4512 C401 Engineer: Q.R. Strong Engineers RECEIVE.) Kirkland, We. D8033 . QITY OF TUKWI1J11xW (206) 827-3063 cl 2203 E. Louisa st, AUG Seattle, Wa. 98112 (206) 328-7423 [Z o ning Code.'. PERMIT CENTER AA District Low Apartmerds Lot Size: 3.85 Acres �AOQwocf Density: 20 Units per Acre . 77 Units ,'Actual: Construction Notes, I 7 2-Linits 18.70 Units per Acre - Bulk Requir6ments, All construction to Comply with 14_ima�a�itlon of the Building Hqlght: 351-0* uniform Building Code and COntfaclor.shall be knowledgeable with general Construction !set Backs r Front: requirements of the Unilorm Building Code, Section 25. 1 1 Rear. All s 910CIrical, plumbing, andm9chanlial to conform Sides: with all appi;C&b;s local, state and nallonal owes. JCJ�nSpace: 200 S.F./Prill. 14400 S.F. 4;OnSull Architect for any ISM-1110nal clarifications, �®rm, conflicts. Stalls "WGarago Stalls General contractor must Verify dimensions prior to staining jSOSurface Stalls work. Consuk with Architect regarding errcrs, Omissions . or Changes prior 10 proceeding with construction. ildi Code General Contractor shall be responsible for providin'g a weather-light building including A Code flashings. all necessary sealanis and jwpac :T)Fl Of Cc nstruction V-1 Hour 8 . pixo&�� These drawings are bid-design documents. The pencil ClaSslfatfon Ri responsibility a nd 1 110, for Coordination of related bid-design work, 2 Stories over basement not Smiled to, elocideak healing, and THE ARCHITECT IS NOTIA By 6 8LE FOR CHANGEWCORRECTIONS MADE N SITE INSPECTION DURING THE COURSE OF Li yv;�Cflpflon* The Contractor shall utilize construction techniques and practices standard and acceptable to the constructfort industry. - The Architect does not assume liablfily or responsibility for methods of construction, 9LX&ngatQU details not Included on these Contract Documents. :r 9d In Volumo 10 61 Plats. page 55, R000;: The' AMMOCI has not been retained or qc!Mpensatod to '110 services relating to the contricroes safety precautions or w means. methods, �BEdINNING at a point In the East stie of said fechlV4 Or Procedures required for the Contractor to Tract 11 which is - lost North of the Southeast comer thereof; P his wO The undertaking of periodic silo visits by JHENCE South 89 degrees 52! West a " he North the AWWfoCt shaft no bo'construod as.-suPervislon of actual ithereol 300.86 1491. ody One Construction nor m ske him responsible for pro viding a sal 1THENCIE; South 00 degrees 06' East 398.14 feet; P 10( Ih& P of work by rho COnlractor or! 'T N 8f- North 11 degrees 5Z East 141.65 feel: contradfOrS OMP10YO03 Of employees of su of I THEN._ Onh subcontrictor's, or'lar access, visils, use. work, Ira eel or E Non h 89 (189fies 52 East 159.21 feet to the point of I-_ any person. VXCEPT the Easterly 5.00 Feet-as conveyed to the City of Area Calculation Stuate In the Oily of Tukwila, County of King, S ale Of "Unit Dark F 38 2brl2bth A-F 977 57 Co S? t2ft C; 20 2br/1bIh A-F 966 50 Be 11 let C�wl O ACCOFft to the '51121004837 ded - under , King County Recording No. Total 72 945 Are 68066 .Us over the West U fCQt Of the East 480 ammi Nol St tF Tm.1 cc" h of Ihb North 270,00 feefol Traci .86 feet and lying WROCOrds of King County; 610 ate In t48 City of Tuk 5 car 2 10 1000 2000 Total 1 4 Qlan" with Private access door 112W ;f� with shared access door gl&fg tobe Insulated glass, Class 60. a to be 21% of wall. heads shall rot SWeed 3 G* 1 W G .P.M, tsialls 4. q Heelers *hall Afalin Ducts to be Insulated with thermsi insulation,- 144'Total Stalls meet ASHRAE Standard W7 air. Provide glass d oors. Fir i flu Omp All clocars, end ws to fully weathdrstripped. Lai, AmDoth at s for kitchen, Win and dryer. FI 586 . , 4 '388 490 6740 2263 Roe. 1613 1813 COnCf Slab Perimeter 5 wow NIP |||FIT[] |I|U| |||U|| U| |'- / Inch ' �/ /` !�� | ` � | �| ' ' ' / ' | ' / ' 1ne ` ~-' ` ~| '� uk� ' | /` �| | | | ~ � ` \ ` �/ ' / � : ^ � Seattle. VIA.. 98109 (206) 285-4512 C401 Engineer: Q.R. Strong Engineers RECEIVE.) Kirkland, We. D8033 . QITY OF TUKWI1J11xW (206) 827-3063 cl 2203 E. Louisa st, AUG Seattle, Wa. 98112 (206) 328-7423 [Z o ning Code.'. PERMIT CENTER AA District Low Apartmerds Lot Size: 3.85 Acres �AOQwocf Density: 20 Units per Acre . 77 Units ,'Actual: Construction Notes, I 7 2-Linits 18.70 Units per Acre - Bulk Requir6ments, All construction to Comply with 14_ima�a�itlon of the Building Hqlght: 351-0* uniform Building Code and COntfaclor.shall be knowledgeable with general Construction !set Backs r Front: requirements of the Unilorm Building Code, Section 25. 1 1 Rear. All s 910CIrical, plumbing, andm9chanlial to conform Sides: with all appi;C&b;s local, state and nallonal owes. JCJ�nSpace: 200 S.F./Prill. 14400 S.F. 4;OnSull Architect for any ISM-1110nal clarifications, �®rm, conflicts. Stalls "WGarago Stalls General contractor must Verify dimensions prior to staining jSOSurface Stalls work. Consuk with Architect regarding errcrs, Omissions . or Changes prior 10 proceeding with construction. ildi Code General Contractor shall be responsible for providin'g a weather-light building including A Code flashings. all necessary sealanis and jwpac :T)Fl Of Cc nstruction V-1 Hour 8 . pixo&�� These drawings are bid-design documents. The pencil ClaSslfatfon Ri responsibility a nd 1 110, for Coordination of related bid-design work, 2 Stories over basement not Smiled to, elocideak healing, and THE ARCHITECT IS NOTIA By 6 8LE FOR CHANGEWCORRECTIONS MADE N SITE INSPECTION DURING THE COURSE OF Li yv;�Cflpflon* The Contractor shall utilize construction techniques and practices standard and acceptable to the constructfort industry. - The Architect does not assume liablfily or responsibility for methods of construction, 9LX&ngatQU details not Included on these Contract Documents. :r 9d In Volumo 10 61 Plats. page 55, R000;: The' AMMOCI has not been retained or qc!Mpensatod to '110 services relating to the contricroes safety precautions or w means. methods, �BEdINNING at a point In the East stie of said fechlV4 Or Procedures required for the Contractor to Tract 11 which is - lost North of the Southeast comer thereof; P his wO The undertaking of periodic silo visits by JHENCE South 89 degrees 52! West a " he North the AWWfoCt shaft no bo'construod as.-suPervislon of actual ithereol 300.86 1491. ody One Construction nor m ske him responsible for pro viding a sal 1THENCIE; South 00 degrees 06' East 398.14 feet; P 10( Ih& P of work by rho COnlractor or! 'T N 8f- North 11 degrees 5Z East 141.65 feel: contradfOrS OMP10YO03 Of employees of su of I THEN._ Onh subcontrictor's, or'lar access, visils, use. work, Ira eel or E Non h 89 (189fies 52 East 159.21 feet to the point of I-_ any person. VXCEPT the Easterly 5.00 Feet-as conveyed to the City of Area Calculation Stuate In the Oily of Tukwila, County of King, S ale Of "Unit Dark F 38 2brl2bth A-F 977 57 Co S? t2ft C; 20 2br/1bIh A-F 966 50 Be 11 let C�wl O ACCOFft to the '51121004837 ded - under , King County Recording No. Total 72 945 Are 68066 .Us over the West U fCQt Of the East 480 ammi Nol St tF Tm.1 cc" h of Ihb North 270,00 feefol Traci .86 feet and lying WROCOrds of King County; 610 ate In t48 City of Tuk 5 car 2 10 1000 2000 Total 1 4 Qlan" with Private access door 112W ;f� with shared access door gl&fg tobe Insulated glass, Class 60. a to be 21% of wall. heads shall rot SWeed 3 G* 1 W G .P.M, tsialls 4. q Heelers *hall Afalin Ducts to be Insulated with thermsi insulation,- 144'Total Stalls meet ASHRAE Standard W7 air. Provide glass d oors. Fir i flu Omp All clocars, end ws to fully weathdrstripped. Lai, AmDoth at s for kitchen, Win and dryer. FI 586 . , 4 '388 490 6740 2263 Roe. 1613 1813 COnCf Slab Perimeter 5 wow NIP |||FIT[] |I|U| |||U|| U| |'- / Inch ' �/ /` !�� | ` � | �| ' ' ' / ' | ' / ' 1ne ` ~-' ` ~| '� uk� ' | /` �| | | | ~ � ` \ ` �/ ' / � : ^ � ppr A3•AL:1 compa%rtL 9 OvEqL UIL7IN J^ It, OVE& '/W' ZLYWWD H of 4�,Amlw SIL "0. OZ% LA-r SOWM4 0 , 2pk pfTepj __ %A fi i ' v, �11 to ..... -Pomu - rur, Ar) 124� T"I'M Section Thru Roof Connection 4.0 0 to 'J.0 •(" UNIT 'g' 0 'A 6 .. I . .. .1 -_ * T ;. AREA 41- 0 402-6-d t8.0 s 11-:J0 is's I-Sir 4,• - a.. No -2,1.66 - R. — QU ImEr" AT1 to D tyne, vENn Lk IPL r) m nsions R.oun For al r Ciro 12 1 1 T 315 11.s, lV Can � I ]Not uction---.. , Z) gorrrr vw#r NO vmm cjL, IN &4 ovi;z I r. 1 UMT. fq d .0 14 VENT' 6) \/F.N IHR--J &4U.14(r N-1--146 FA� Ws I Qw4rT s 14.5t.9Q1�1 j N 12.9 LD .516 T% O Attic Ventilation Calculation "P fC?;?- CAMULNVor4 %9nd Fl Ribof Framing '.'-, �UIldin-SAMR.C L ICI )��� - I�I LI - III ICI I �_j�j: �ll,:���_I I_.II.I.LII Inch 1 16 2 3 � L �_,_ � ___ i ,._ .. � � I I I I � 41 5 6 I II�ILILLIill�lllllllll�Illl�llll�llll�lill�Fl IIII II I III I I i ' I I II 111111 0 V PMI 9'6W9 hIF 6W� hIoTe-, I \V= FRAM W& MTAILJj QCPT WmCATjE> 2, WALL OP-ADEW- HIPT I NP CATW, I, SEt sft»w_ i Hozvo-mj V 0 O Cn'.pi e % E c4A srs 't � I�III ' ' < N ry n 2 . ' <u g o< R - N UP n " 0 I 111. ■ 0 0 V aim Y roe Ita" o. G. � f 1J:N � I.iN6 AVE 011855 ` 6Wa _._.._— �� �— UN W1 �- -- _ o �} - �y -- --... 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