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HomeMy WebLinkAboutPermit D15-0261 - WHITMAN RESIDENCE - TEMPORARY ADA RAMPNVHrrMAN RESIDENCE 4705 S 124 ST D15-0261 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.Tukwi[aWA.gov DEVELOPMENT PERMIT Parcel No: 0179003055 Permit Number: D15-0261 Address: 4705 S 124TH ST Issue Date: 11/6/2015 Permit Expires On: 5/4/2016 Project Name: WHITMAN RESIDENCE Owner: Name: OSEBOLD JOHN+MONTANA VON FL Address: 4705 S 124TH ST, TUKWILA, WA, 98178 Contact Person: Name: MARIS RACIBARSKAS Address: 17016 32ND AVE NE, LAKE FOREST PARK, WA, 95155 Contractor: Name: BALANCE CONSTRUCTION INC Address: 14016 32ND AVE NE, LAKE FOREST PARK, WA, 98155-5322 License No: BALANC108305 Lender: Name: DSHS / AGING AND DISABILITY SERVICES Address: PO BOX 34215, SEATTLE, WA, 98124 Phone: (310) 486-4890 Phone: (206) 364-5555 Expiration Date: 12/27/2015 DESCRIPTION OF WORK: TEMPORARY WHEEL CHAIR RAMP TO EXISTING SINGLE FAMILY RESIDENCE Project Valuation: $5,973.00 Fees Collected: $357.94 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: �— —137 I hearby 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 and agree to the conditions attached to this permit. Signature: Date:�Zr Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 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: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 11: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0201 FOOTING 0409 FRAMING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Sbuthcenter Blvd., Suite 100 Tukwila, WA 98188 hap://www.TukwilaWA.pov CONSTRUCTION PERMIT APPLICATION 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 LOB TION� % . King Co Assessor's Tax No.: .3 0SS' Site Address: Suite Number: Floor: Tenant Name: _ IWI-- 7­11 New Tenant: ❑ .....Yes ,Z..No PROSkkY, OWNER. Name: 7e)AW elZ�P&�Lp 7P/hvr�l7`19i�� Address: 12yY* S% CityNN State: Zip O CONT A}I PERSON -- persons tng all project cQmmu�ttiatt�rn kn „kirr Name: Res RA��,�Rs,�gs Address:`'?-014, ?2,Vp A-P/e Nei City: I Wk State: V Zip: 9m-� Phonel�/0 G a Fax: Email: Mar % S V rot C .,nae,;1. Gv Gr E ?111` ii# >C lit illlfiA` N Company Name: q fn f97Q775 i vG Addressl-7-V& 324,,W A_, City/,,we 4tasrState: Zipx?8(5-S- Phonea6 Ate,., q Fax: Contr Reg No.:$A,4a,( 8.34.5 Exp Date: 6 !� Tukwila Business License No.: H:\ApplicationsTorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 nn >S ARCR>l`ll`EC", RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGIN E-RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: 19.27.095) R :; Name: Address: �x 3f 2-16— Q City:S ,f7 ..G P— State: li d Zip: Page 1 of 4 BUILDING PERMIT INFORMATI©, /l06-431-367Q �f Valuation of Project (contractor's bid price): $ 0 :7 3 Existing Building Valuation: e9 y Describe the scope of work (please provide detailed information): wh eelCha w, -6, �x, � f j , r•► �� � dc*C'e- Will there be new rack storage? ❑..... Yes �Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition. to Existing Structure New Construction per IBC Occupancy per IBC I' Floor 2 Floor P Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): Floor area of principal dwelling: Floor area of 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: 2 Compact: Handicap: Will there be a change in use? El ....... Yes X...... No If "yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑....... Sprinklers El ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If "yes', attach list of materials and storage locations on a separate 8-1/2 " x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc\2011 Applications\Fcrmit Application Revised - 8-9-1 I.docx Revived: August 2011 Page 2 of 4 bh Scope of Work (please provide detailed information): Call before you Dig: 811 „az ,lease referIo PubhcWorksuullein#ifor fees�ancl, esirnatshee "' Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use —Potential Disturbance ...CorlstructiorliExcavation/Fili - Right-of-way Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer El.. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control El.. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ... Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑... Water Main Extension .............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑... Water ❑... Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Name: Mailing Address: ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: City State Zip State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 bh 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 Signature: AGENT: Date: %I , �'. 16- Print Name: GUM R/ S K�S Day Telephone: 3l0 �f8 `%�O Mailing Address:17Ol& 3;?-/ND W-VE 'A/e If Lg/t�F �pT )w� LV# City State Zip H:\ApplicalionsTorms-Applications On Linc\2011 Application0cratit Application Revised - 8-9-1 I.docx Rcvi�:d: A„;s 201 ! r n . bh P<'�g= d n;.� DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $222.80 D15-0261 Address: 4705 S 124TH ST Apn: 0179003055 $222.80 DEVELOPMENT $212.40 PERMIT FEE R000.322.100.00.00 0.00 $207.90 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $10.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6593 R000.322.900.04.00 0.00 $10.40 $222.80 Date Paid: Friday, November 06, 2015 Paid By: MARIS RACIBARSKAS Pay Method: CREDIT CARD 008950 Printed: Friday, November 06, 2015 10:03 AM 1 of 1 l(r/TUV SYSTEMS Date Paid: Monday, October 05, 2015 Paid By: MARIS RACIBARSKAS Pay Method: CREDIT CARD 027626 Printed: Monday, October 05, 2015 10:49 AM 1 of 1 CN? SYSTEMS vc INSPECTION RECORD (W . Retain a copy with permit 1'P ( � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of In eccti n: A tne,5sd� -5 Date Called: ! Special Instructions: J � , (� Date Wanted: rn P.M. Requester: Phone No: proved per applicable codes. 1_J Corrections required prior to approval. COMMENTS: rjkl Inspector: Date:�� ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection `JC INSPECTION RECORD Retain a copy with permit p/50-6/f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Jr Type of Inspn. / i A%�?� Address: c / / / O % Date Called: Special Instructions: 7-1 Date Wanted: a.m. Requester'. Phone Approved per applicable codes. Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection. fee` must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. REVIEWED FOR LODE COMPLIANCE ^gip" APPROVED NOV 0 3 2015 City of Tukwila BUILDING DIVISION vi„ J W7Q� October 23, 2015 QUANTUM C4 N S N L T I N4 EN6I N EE RS STRUCTURAL CALCULATIONS (Permit Submittal) WHITMAN RESIDENCE TEMPORARY WHEELCHAIR RAMP 4705 S 124T" STREET CORRECTION TUKWILA, WA 98178 LTR# 1. RECEIVED Quantum Job Number: 15439.01 CITY OF TUKWILA OCT 2 6 2015 PERMIT CENTER Prepared for. RAMP ARTS 17016 32"d Avenue NE Lake Forest Park, WA 98155 Prepared by. �3 - r. QUANTUM CONSULTING ENGINEERS •off %pw 1511 Third Avenue, Suite 323 p��s36L1�V Seattle, WA 98101 IONAi ti TEL 206.957.3900 FAX 206.957.3901 pis-oz(v / QUANTUM I CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA WHITMAN RESIDENCE TEMPORARY RESIDENTIAL WHEELCHAIR RAMP 4705 S. 124TH STREET TUKWILA, WA QUANTUM JOB NUMBER: 15439.01 CODE CRITERIA: BUILDING CODE.................................................................2012 INTERNATIONAL BUILDING CODE SNOW.................................................................................................................................25 PSF LIVE LOAD (RESIDENTIAL)...................................................................................................40 PSF SOILS CRITERIA: ASSUMED ALLOWABLE BEARING PRESSURE..................................................................1,500 PSF MATERIALS CRITERIA: B22 STRUT CHANNEL: 12 GAUGE, ASTM A653................................................................................ Fy=33,000 PSI WOOD FRAMING: WOODSHTG...................................................................................................... APA RATED C AvIT� DEs161111J ►L ��L� PA�L`( lnlCap® '2. S��. M ISC CP rJ t,1 E 7z�(u-� 0 - & a, V—ESt Dew-nAL— 40 A,tn- TOTAL = 4-S '- �ti Ff?etJ DtA `A)) U. a. rJ , . 13� Tj p►r-,I `�o�st' k= G' w = 4-5 ► t - (2�t0 "n.") r 75 A WToTp�L aS0 tb �br teciior 0\114;Ac. loin! .eVe"I� oVer 3 Jo,,sis W TC -n- ' L. 456 Ib (3 } = 3 0o lb = 45 2 (20" cc .)((o'c,.c 450 16 * GEI:—z, kee�OfX '01' (1,ITIE�(ZpOUA-M:`D QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com 6k C ON S U L T ING E N G I N E E R S VV AU00 -K- = s & J 16 —71 alU �x V w ALLOW = ��i t ►7 & 9 AIc -6r �/ 40 W AL -Low = Io53 tb 85S7, RAMP- C1t2PW ► TY GA L.C- I (9/Z3/ ► 5 1543q . o project date project no. �T 1 designer sheet client checked by �3 Cct,h+ lever Gist � Pi cal Pos�- 450 1b �` ' W/ 24 ►�FLUleNCE 7�,.1G i4U-aPOUI�1l� dos T oW 3,� o K- UISiYUGOTE LoAD 1n C(LOS g �l,So A'9P!-1•►1)fX `fir * SF—E APpFK1DiY, `C,,' QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com 6k ICONSULTING ENGINEERS VAMP - CgQ_,AV1TY CAGG 10/23/1G_ 154-3Cf,01 project date project no. S�-r 2— designer sheet f2Amf, Aa.Fs - client checked by i 0 wf' V6r 1rtt=LUIE:7NLE -to rJE Ai --A(LOUPID t=o2 Pori OKI N pJU-142►t,1 uo t L w/ 12 ~ ot=p� � ,� F2Z ku ,o Z1 (2.125 4 16 sk ih �ri c v� = f �d 2y 4 1.625" • I ") �q'Z l6 / lj v' r QUANTUM I CONSULTING ENGINEERS ► AMP — GQA-V ITS( C 1511 THIRD AVENUE project SUITE 323 SEATTLE, WA 98101 TEL 206.957.390 FAX 206.957.3901 . i S 6k vo A(L C G to /23/ I95 154361.O f date project no. S-r designer sheet www.quantumce.com client checked by Ho eu zo wrAt— Lt;,kQ, eJ 12A-IG1r tG7 ' 20 0A top III Gov�rn.s P I rt y t°' C'-, = 2 0C1 C�Q A 1. 2.0 k- 33.C( ks� Apr �7 E-lami�`�� rill"( 25( 1�1snkL� lOk�� I�ti� C;v::%, �PPlmo OP.. k >t+{r O'f QUANTUM I CONSULTING ENGINEERS 12P,MP - GrzAIJITY CALL, EOd2J,11 5 1t3f3q..ol 1511 THIRD AVENUE project date project no. SUITE 323 CIT SEATTLE, WA 98101 designer sheet _ TEL 206.957.3900 (��j FAX 206.957.3901 I�Q't` e A(LT-s www.quantumce.com client checked by It.�l►'n:fz��h■ Anchor DesignerT"" Software Version 2.0.4896.3 Company: Quantum Consulting Engineers Date: 10/14/2013 Engineer: ST Page: 3/4 Project: Address: 1511 3rd Ave #323 Phone: (206)957-3900 E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vuax (Ib) Vuay (lb) J(Vuax)2+(Vuay)2 (lb) 1 0.0 224.0 0.0 224.0 Sum 0.0 224.0 Maximum concrete compression strain (%e): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. D.6.1 ) Vsa (lb) 09mut 0 OgmutoVsa (lb) 1800 1.0 0.65 1170 0.0 <Figure 3> 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.21 Shear perpendicular to edge in x-direction: Vbx = minj7(la/da)024daAa4fcca,'-5; 9AaJf'ccal'•5I (Eq. D-33 & Eq. D-34) le (in) da (in) Aa Ye (psi) Ca, (in) Vbx (Ib) 1.63 0.38 1.00 2500 6.00 4224 224.0 OVcbx =0 (AVc/AVco)PedvPc,vPh,VVbx (Sec. D.4.1 & Eq. D-30) Ave (in2) Av. (in2) Vled,V Wo,V Ph,v Vbx (Ib) 0 OVcbx (Ib) 60.00 162.00 0.900 1.000 1.500 4224 0.70 1478 Shear parallel to edge in x-direction: Vby = minl7(le/da)021ldaAagfccat'•5; 9Aa4f'cCa1''51 (Eq. D-33 & Eq. D-34) /e (in) da (in) Aa N (psi) cat (in) Vby (lb) 1.63 0.38 1.00 2500 6.00 4224 QVcbx =0 (2)(Avc/Avco)VFed,vVc vWh,vVby (Sec. D.4.1 & Eq. D-30) Avc (in2) Avcc (in2) Ved,V Kv V'h,v Vby (lb) 0 OWbx (lb) 60.00 162.00 1.000 1.000 1.500 4224 0.70 3285 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 OVcp = OkcpNcb = Okcp(ANc/ANco)VyedNVic,NYop,NNb (Eq. D-40) kcp ANc (in2) AN. (in2) Vyed,N V%,N V'cp,N Nb (lb) 0 OVcp (lb) 1.0 23.77 23.77 1.000 1.000 1.000 1761 0.70 1233 11. Interaction of Tensile and Shear Forces (Sec. D.71 Shear Factored Load, Vua (lb) Design Strength, OW (lb) Ratio Status Steel 224 1170 0.19 Pass (Governs) T Concrete breakout x+ 224 1478 0.15 Pass Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.stronstie.com t r,-4-?,q,c 15 B22 •Thickness: 12 Gauge (2.6 mm) •Standard lengths: 10' (3.05 m) & 20' (6.09 m) •Standard finishes: Plain, Dura-Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) 15/8" 3/81, (41.3) 3/8„ (9.5) /8„ (9.5) 7 (22.2) 9/32" Y - (7.1) 15/8" X X (41.3) 7252 (18.4) Y 13/16" (20.6) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold -Formed Steel Design Manual. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) Y t i i 15/8" (41.3) 31/4„ X X (82.5) Y 13/16" (20.6) 15/8" (41.3) Reference page 14 for general fitting and standard finish specifications. * 15'43q- or Uniformo. Deflection Beam Span Channel Uniform Load and 1 I 6I Span B22 2610 (11610) M14 (.35) 2610 (11610) 2610 0 10) 12 (305) B22A 2610* (11610) 002 (.05) 2610* (11610) 2610* (11610) B22X 5790* (25755) .001 (.02) 5790* (25755) 5790* (25755) B22 2269 (10093) .031 (.79) 2269 (10093) 2269 (10093) 18 (457) B22A 2610* (11610) .007 (.18) 2610* (11610) 2610* (11610) B22X 5790* (25755) .003 (.07) 5790* (25755) 5790* (25755) B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A 2610* (11610) .017 (.43) 2610* (11610) 2610* (11610) B22X 5790* (25755) .008 .20 5790* 25755 5790* (25755) B22 1361 (6054) .087 (2.21) 1361 (6054) 1294 (5756) 30 (762) B22A 2610* (11610) .033 (.84) 2610* (11610) 2610* (11610) B22X 5 0* (25755) .017 (.73) 5790* (25755) 5790* (25755 B22 13 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790* (25755) .029 (.73) 57 * (25755) 5790* (25755) J B22 972 (4323) .172 (4.37) 972 (4323) 660 (2936) l 42 (1067) B22A 2610* (11610) .091 (2.31) 2610* (11610) 2610* (11610) B22X 5790* (25755) .046 1.17 5790* 25755 5790* (25755) B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* (25755) .068 (1.73) 5790* 25755 5790* (25755) B22 756 (3363) .284 (7.21) 599 (2664) 399 (1775) 54 (1371) B22A 2138 (9510) .158 (4.01) 2138 (9510) 2024 (9003) B22X 5790* (25755) .097 (2.46) 5790* (25755) 5790* (25755) B22 681 (3029) .351 (8.91) 485 (2157) 323 (1437) 60 (1524) B22A 1524 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110) .130 (3.30) 5645 (25110) 5645 25110 B22 619 (2753) .424 (10.77) 401 (1784) 267 (1187) 66 (1676) B22A 1749 (7780) .236 (5.99) 1749 (7780) 1355 (6027) B22X (22828) .158 (4.01) (22828) 5132 (22828) B22 t5132 7 (2522) 505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 3 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 20924) .188 4.77 4704 1 (20924) 4704 20924 B22 524 (2331) .593 (15.06) 287 (1276) 191 (849) 78 (1981) B22A 1480 (6583) .330 (8.38) 1455 (6472) 970 (4315) B22X 4342 (19314) .220 (5.59) 4342 (19314) 4270 (18994) B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 (17935) .255 (6.48) 4032 (17935) 3682 (16378) B22 454 (2019) .789 (20.04) 216 (961) 144 (640) 90 (2286) B22A 1283 (5707) .440 (11.17) 1093 (4862) 729 (3243) B22X 3763 (16738) .293 (7.44) 3763 1 (16738) 3207 (14265) B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 (15693) .334 (8.48) 3528 (15693) 1 2819 (12539 B22 400 (1779) 1.013 (25.73) 168 (747) 112 (498) 102 (2591) B22A 1132 (5035) .565 (14.35) 851 (3785) 567 (2522) B22X 3320 14768) .377 (9.57) 3320 (14768) 2497 (11107) B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 (13949) 1 .422 (10.72) 3136 1 (13949) 2227 (9906) B22 358 (1592) 1.266 (32.15) 134 (596) 90 (400) 114 (2895) B22A 1013 (4506) .706 (17.93) 681 (3029) 454 (2019) B22X 2971 13215) .471 11.96 2971 13215 1999 8892 B22 340 (1512) 1.403 (35.63) 121 (538) 81 (360) 120 (3048) B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 1 (13.23) 2706 (12037) 1 1804 (8024) Based on simple beam condition using an allowable design stress of ,000 pst 172 MPa) in accordance with MFMA, with adequate lateral bracing (see page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. 4I 54--- q . 0 Column 1 it Max. ColumnLoading (Loaded Unbraced Height Channel Style Loaded@Loaded C.G. 1 1 1 In. mm B22 Lbs. 10454 N (46502) Lbs. 4276 N (19120) Lbs.1 10598 (47142) 10222 (45470) 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 208835 18975 84405 47061 (209338) 46761 (208003) 46531 (206980) B22 9950 (44260) 4153 (18473) 10253 (45607) 9481 (42173) 8955 (39834) 18 (457) B22A 21433 (95339) 6959 (30955) 21551 (95863) 21239 (94476) 21001 (93417) B22X 46531 (206980) 18859 (83899) 46787 (208119) 46110 (205107) 45593 (202808) B22 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 24 (609) B22A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X 45947 (204382) 18693 (84440) 46401 (206402) 45198 (201051) 44282 (196976) B22 8582 (38174) 3802 (16912) 9268 (41226) 7601 (33811) 6595 (29336) 30 (762) B22A 20819 (92607) 6821 (30341) 21145 (94057) 20279 (90205) 19619 (87269) B22X 45198 (201051) 18485 (82225) 45906 (204200) 44026 (195837) 42593 (189463) B22 7801 (34700) 358 (15964) 8676 (38593) 6595 (28336) 5392 (23985) 36 (914) B22A 20397 (90730) 8 (29927) 20866 (92816) 19619 (87269) 18669 (83044) B22X 44282 (196976) 18233 (81104) 45300 (201504) 142593 (189463) 40530 (180286) B22 6998 (31128) 3360 (14946) 8048 (35799) 5595 (24888) 4444 (19768) 42 (1067) B22A 19898 (88511) 6620 (29447) 20537 (91353) 18840 (83804) 17546 (78048) B22X 43198 (192154) 17940 (79801) 44586 (198328) 40901 (181937) 38092 (169441) B22 6193 (27548) 3118 (13869) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 (186594) 17604 (78306) 43761 194568 38948 173254 35281 (156938) B22 5392 (23985) 2864 (12740) 6746 (30008) 4090 (18193) 3310 (14723) 54 (1371) B22A 18669 (83044) 6263 (27859) 19276 (87745) 16920 (75264) 14782 (65753) B22X 40530 (180286) 16973 (75499) 42825 (190495) 36733 (163396) 32092 (142752) B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 (58454) B22X 38948 (173249) 14471 (64370) 41779 (185842) 34260 (152396) 28529 (126903) B22 4202 (18691) 2434 (10827) 5441 (24203) 3242 (14421) 2634 (11716) 66 (1676) B22A 17134 (76216) 4587 (20404) 18712 (83235) 14521 (64592) 11328 (50389) B22X 37198 (165465) 12431 (55296) 40624 (180704) 31525 (140230) 24593 (109395) B22 3791 (16863) 2264 (10071) 4869 (21658) 2936 (33060) 2381 (10591) 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) B22X 35281 1 (156938) 10753 1 (47832) 39358 (175073) 128529 (126903) 20676 (91971) B22 3456 (15373) 2116 (9412) 4412 (19625) 2680 (11921) 2166 (9635) 78 (1981) B22A 15291 (68018) 3456 (15373) 17496 (77826) 125275 11642 (51786) 8115 (36097) B22X 33197 (147667) 9366 (41662) 37984 (168961) (112429) 17617 (78364) B22 3176 (14127) 1984 (8825) 4037 (17957) 1 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 (137659) 8206 (36502) 36499 (162355) 21875 (97305) 15192 (67577) B22 2936 (13060) 1867 (8305) 3724 (16565) 2270 (10097) 1816 (8078) 90 (2286) B22A 13141 (58454) 2667 (11863) 16077 (71514) 8778 (39046) 6096 (27116) B22X 28529 (126903) 1 7227 (32147) 34903 (155256) 19057 (84770) 13234 (58868) B22 2728 (16583) 1761 (7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 (68018) 7715 (34318) 5357 (23829) B22X 25945 (115409) 6393 (28437) 33197 (147667) 1 16749 (74503) 11630 (51733) B22 2545 (11321) 1664 (7402) 3225E03 1951 (8678) 1542* (6343) 102 (2591) B22A 10678 (47498) 2093 (9310) 14455 6834 (30399) 4746 (21111) B22X 23182 (103118) 5672 (25230) 31382 14836 (65994) 10303 (45830) B22 2381 (10591) 1575 (7006) 3022 1816 (8078) 1426** (68599) 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 6096 (27116) 4233 (18829) B22X 20676 (91971) 5059 (22503) 2945613234 (58868 9190 (40879) B22 2234 (9937) 1494 (6645) 2842 (12642) 1694 (7535) 1322** (5880) 114 (2895) B22A 8548 (38023) 1675 (7451) 12630 (56181) 5471 (24336) 3799* (16899) B22X 18558 (82550) 1 4539 (20190) 27420 (121970) (52831) 8247 (36684) B22 2101 (9346) 1418 (6307) 2680 (11921) 1583** (7041) 1228* (5462) 120 (3048) B22A 7715 (34318) 1512 1 (6726) 11642 (51786) 4937 (21961) 3429* (15253) B22X 16749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 1 (33112) **Where the slenderness ratio KL exceeds 200, and K = end fixity factor, L = actual length and r = radius of gyration. r Reference page 14 for general fitting and standard finish specifications. I I S+3g- O I ii / COOPER B-Line A-PPE7�j 01 u. 'r- This section offers a full selection of fittings and accessories to complete B-Line's metal framing system. Fittings are made from hot rolled, pickled and oiled plate -or strip steel in accordance with ASTM A101 33 000 PS n. yield, unless noted. Dimensions The following dimensions apply to all fittings except as noted: Hole Spacing — 17/8" (47.6 mm) on center Hole Spacing — 13/16" (20.6 mm) Hole Size — 9/16" from end (14.3 mm) diameter Width — 15/8" (41.3 mm) Materials & Finishes (Unless otherwise noted) Finish Code Finish Specification PLN Plain ASTM A1018 33,000 PSI min. yield ZN Electro-Plated Zinc ASTM B633 SC3 a III GRN Dura-Green HDG Hot -Dipped Galvanized ASTM A123 SS4 Stainless Steel a 304 ASTM A240 SS6 Stainless Steel Type 316 ASTM A240 AL Aluminum ASTM B209 Note: A minimum order may apply on special material and finishes. Load Data The load data published includes safety factor of 2.5 when used with 12 ga. (2.6) channel (safety factor = ratio of ultimate load to the design load). Use 1/2" by 7/8" hex head cap screws and 1/2" (N225 or TN225) channel nuts for the rated results. Recommended Bolt Torque I Bolt Size 1/4"-20 5/16"-18 3/8"-16 1/2'-13 Foot/Lbs. 6 11 19 50 Nm 8 15 26 68 See chart on page 98 for setscrew torque. Hardware Nuts and bolts are not included with the fittings and must be ordered separately, unless noted. Metric Metric dimensions are shown in parentheses. Unless noted, all metric dimensions are in millimeters. # 115439 , o) 4P PL-� o/k. ` D / RESISTANCE TO SLIP -With Safety Factor of 3 Thread Size Nut Part Numbers 1.2 -a. Channel Resistance to Slip 14 ga. Channel 16 ga. Channel #8-32 N221, N221WO,N521, N721, TN221 50 220 50 220 50 220 #10-24 N222, N222WO, N522, N722, TN222 100 440 100 440 100 440 #10-32 N227, N227WO, N527, N727, TN227 100 440 100 440 100 440 NW524*, N224, N224WO, N524, N724, 1/4"-20 TN224, STN224, SN224WO, SN224, 300 1330 300 1330 300 1330 SN524, SN724 5/16"-18 N223, N223WO, N523, N723, TN223 450 2000 450 2000 450 2000 NW528*, N228, N228WO, N528, N728 3/8"-16 TN228, STN228, SN228WO, SN228, 800 3560 600 2670 600 2670 SN528, SN728 7/16"-14 N226, N226WO, N526, N726, TN226 1000 4450 800 3560 800 3560 N225 225WO, N725, TN225, 1/z"-13 STN225, SN225WO, SN225, SN725 I500 6670 1000 4450 1000 4450 NW525*, N525, N525WO, TN525, STN525, SN525WO, SN525 1500 6670 1000 4450 1000 4450 5/8"-11 N255, N255WO, N755, TN255 1500 6670 1000 4450 1000 4450 N555, N555WO 1500 6670 1000 4450 1000 4450 3/4"-10 N275, N275WO, N775 1500 6670 1000 4450 1000 4450 N575, N575WO 1500 6670 1000 4450 1000 4450 7/8"-9 N278, N278WO, N778 1500 6670 1000 1 4450 1000 4450 BMS-6, BMS-6L, BMS-6M, M6 x 1 300 1330 300 1330 300 1330 BMS-6S, BMT 6 BMS-8, BMS-8L, BMS-8M, M8 x 1.25 450 2000 450 2000 450 2000 BMS-8S, BMT 8 BMS-10, BMS-10L, BMS-10M, M10 x 1.50 800 3560 600 2760 600 2760 BMS-10S, BMT 20 BMS-D-12, BMS-D-12L, M12 x 1.75 BMS-D-12M, BMTD-12 1500 6670 1000 4450 1000 4450 BMS-12, BMS-12M, BMS-12S, BMT 12 1500 1 6670 1000 4450 1000 4450 * Combo Nut Washer (see page 49) Resistance to Slip of Channel Nut Note: For mini channel nut information see page 191. Reference page 44 for general fitting and standard finish specifications. *I 54-3q , o I t,VVP('! ,of k C I PULL-OUT STRENGTH -With Safety Factor of 3 -Maximum pullout strength for B11 & B12 channels is limited to 1500 lbs. (6670 N). Thread Size Nut Part Numbers 12 ga. Channel Pull -Out 14 -a. Charmel 16 ga. Channel #8-32 N221, N221WO,N521, N721, TN221 200 890 200 890 200 890 #10-24 N222, N222WO, N522, N722, TN222 250 1110 250 1110 250 1110 #10-32 N227, N227WO, N527, N727, TN227 250 1110 250 1110 250 1110 NW524*, N224,N224WO, N524, N724, 1/4"-20 TN224, STN224, SN224WO, SN224, 450 2000 450 2000 450 2000 SN524, SN724 5/16"-18 N223, N223WO, N523, N723, TN223 750 3330 750 3330 750 3330 NW528*, N228, N228WO, N528, N728 3/8"-16 TN228, STN228, SN228WO, SN228, 1100 4890 1000 4450 1000 4450 SN528, SN728 7/16"-14 N226, N226WO, N526, N726, TN226 1500 6670 1200 5340 1000 4450 225 N225W0, N725, TN225, 2000 8900 1400 6230 1000 4450 Cl/2--:13:) STN225, SN225WO, SN225, SN725 NW525*, N525, N525WO, TN525, STN525, SN525WO, SN525 1500 6670 1400 6230 1000 4450 5/8"-11 N255, N255WO, N755, TN255 2000 8900 1400 6230 1000 4450 N555, N555WO 1500 6670 1400 6230 1000 4450 3/4"-10 N275, N275WO, N775 2000 8900 1400 6230 1000 4450 N575,N575WO 1500 6670 1400 6230 1000 4450 7/8"-9 N278, N278WO, N778 1500 6670 1400 6230 1000 4450 BMS-6, BMS-6L, BMS-6M, M6 x 1 450 2000 450 2000 450 2000 BMS-6S, BMT 6 BMS-8, BMS-8L, BMS-8M, M8 x 1.25 750 3330 750 3330 750 3330 BMS-8S, BMT 8 BMS-10, BMS-10L, BMS-10M, M10 x 1.50 1100 4890 1000 4450 1000 4450 BMS-10S, BMT-20 BMS-D-12,BMS-D-12L, 2000 8900 1400 6230 1000 4450 M12 x 1.75 BMS-D-12M, BMTD-12 BMS-12, BMS-12M, BMS-12S, BMT 12 1500 6670 1400 6230 1 1000 4450 * Combo Nut Washer (see page 49) Note: For mini channel nut information see page 191. j Pull -Out Strength of Reference page 44 for general fitting and standard finish specifications. COOPER B-Line A ppL=!'lpi'<'F i B200-B202-2 SQUARE WASHER -Standard finishes: ZN, Part GRN, HDG, SS4, SS6, AL 15/8" nA B200 3/8" (9.5) Bolt Size 5/16" (7.9) Lbs. 18 kg (8.1) B201 7/16" (11.1) 3/8" (9.5) 18 (8.1) B202 9/16" (14.2) 1/2" (12.7) 17 (7.7) B202-1 11/16" (17.4) 5/8" (15.9) 16 (7.2) B202-2 13/16" (20.6) 3/4" (19.0) 15 (6.8) B200D-B202-2D NO TWIST SQUARE WASHER -Standard finishes: ZN, Part GRN, HDG, SS4, SS6, AL 15/8" (41.3) HOLE SIZE A B200D 3/8" (9.5) 5/16"7(7.9)118 r(8. B201D 7/16" (11.1) 3/8" B202D 9/16" (14.2) 1/2" (12.7) 17 (7.7) B202-ID 11/16" (17.4) 5/8" (15.9) 16 (7.2) B202-2D 13/16" (20.6) 3/4" 09.0) 15 (6.8) B340 TWO HOLE SPLICE PLATE -Standard finishes: ZN, GRN -Wt./C 34 Lbs. (15.4 kg) HMO �%MO •ice B557 THREE HOLE SPLICE PLATE -Standard finishes: ZN, GRN •Wt./C 50 Lbs. (22.7 kg) 47/8" (123.8)__1 V/8" (41.3) (41.3) TWO HOLE SPLICE PLATE -Standard finishes: ZN, GRN -Wt./C 50 Lbs. (22.7 kg) B341 FOUR HOLE SPLICE PLATE -Standard finishes: ZN, GRN, HDG -Wt./C 76 Lbs. (34.5 kg) B129 TWO HOLE SPLICE PLATE -Standard finishes: ZN, GRN -Wt./C 37 Lbs. (16.8 kg) B141 THREE HOLE SPLICE PLATE -Standard finishes: ZN, GRN -Wt./C 55 Lbs. (24.9 kg) -z ,_,, B342 FIVE HOLE SPLICE PLATE -Standard finishes: ZN, GRN -Wt./C 96 Lbs. (43.5 kg) Reference page 58 for general fitting and standard finish specifications. 15+3q - 9 -�00 COOPER B-Line B361 TWO HOLE CORNER ANGLE •Standard finishes: ZN, GRN •Wt./C 60 Lbs. (27.2 kg) 4" /8" 1.6) B102 ) B103 THREE HOLE CORNER ANGLE E HOLE CORNER ANGLE •Standard finishes: ZN, GRN, HDG, SS4 -Standard finishes: ZN, GRN, HDG, SS4 •Wt./C 56 Lbs. (25.4 kg) •Wt./C 56 Lbs. (25.4 kg) 31/2" 21/4" (57.1) 15/8" (41.3) 41/8„ (104.8) B232 B374 B529 THREE HOLE CORNER ANGLE THREE HOLE CORNER ANGLE THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4 -Standard finishes: ZN, GRN, HDG -Standard finishes: ZN, GRN •Wt./C 56 Lbs. (25.4 kg) •Wt./C 56 Lbs. (25.4 kg) •Wt./C 78 Lbs. (35.4 kg) 21/16" 3" (52.4) 15/16" (76.2) ra IN � 1 (33.3)I 17/8" (47.6) 31-"/16" (100.0) B104 FOUR HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4, SS6, AL •Wt./C 78 Lbs. (35.4 kg) "ITFAU 11 8) I B115 FOUR HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4, AL •Wt./C 76 Lbs. (34.5 kg) 33/4" (95.2) 47/8" (123.8) 15/16" (63.5) (33.3) B558 FOUR HOLE CORNER ANGLE -Standard finishes: ZN, GRN •Wt./C 73 Lbs. (33.1 kg) 15/8" 21 (5 Reference page 58 for general fitting and standard finish specifications. dmw0wo COOPER B-Line APPk7iDx , H PROVIDE GUARDS WHERE RAMP SURFACE IS ABOVE 30", B22 CHANNEL TOP & BOTTOM W/ B101 L-BRACKET TO POST, INFILL WITH 1/2" DIA. METAL PICKETS, MAX 4" O.C. x d- DECK FINISH GRADE DRIVE POST TO 18" DEPTH WHEN OVER SOIL. (USE H STEEL CHANNEL GRADE BEAM WHEN OVER CONCRETE OR WOOD FRAME) 2'-6" TO 3'-2" I.D. BETWEEN RAILS 3'-0" TO 3'-8" I.D. BETWEEN POSTS HANDRAIL. B22 CHANNEL W/ B102 L-BRACKET TO POST, PLASTIC CLOSURE STRIP OPEN SIDE OF CHANNEL, TYP. VINYL CAP AT EACH POST, TYP. EXTERIOR POST / RAILING POST, B22 CHANNEL, LOCATE WITHIN 6" OF CROSS -BEAM, MAX., TYP. MID -RAIL, B22 CHANNEL W/ B101 L-BRACKET TO POST, TYP. 3" PVC PIPE CURB, SCH 40, FASTEN TO DECK W/ #8 SELF -TAP SCREWS, 24" O.C., TYP. I FRAME JOIST, B22 CHANNEL W/ B103 L-BRACKET TO POST, (2) SCREWS & (2) NUTS IN POST, TYP. DECKING, 3/4" ACX PLYWOOD W/NON-SLIP DECK COATING, ATTACH TO FRAME W/ #8 X 1-1/2" SELF -TAP SCREWS, TYP. 'I ! B22 CHANNEL HEADER BEYOND, TYP. B22 CHANNEL CROSS BRACE WHEN RAMP IS >30" ABOVE GRADE, ALTERNATE DIRECTION EACH SET POSTS RAMP SECTION SCAI F- 3 /4 = 1 -n v V 3'- 0" MIN. 3'-8" MAX. B22 CHANNEL CROSS BRA, WHEN RAMP IS >30" ABO GRADE, ALTERNATE DIRECTI( EACH SET POS I EXTERIOR POST / RAILING POST, B22 CHANNEL, LOCATE WITHIN 6" OF HEADER, TYP. FRAME JOIST, B22 CHANNEL W/ B103 L-BRACKET TO POST, (2) SCREWS & (2) NUTS IN POST, TYP. JOIST, B22 CHANNEL W/ B141 SPLICE PLATE TO CROSS -BEAM EACH SIDE. (IF END CONDITION, THEN USE B129 PLATE), TYP. B22 CHANNEL HEADER TO FRAME JOIST W/ B129 SPLICE PLATE EACH SIDE, TYP. WHERE SEAM OCCURS IN DECKING, PROVIDE 2X4 P.T. BLOCKING, TYP. RAMP FRAME - BOTTOM VIEW 2 SCAl P .� /4 = -n C( I I EXTERIOR POST / RAILING POST, B22 CHANNEL, LOCATE WITHIN 6" OF HEADERS & RIM JOISTS, TYP. RIM JOIST, 2X6 P.T. WOOD W/ 1 /2" DIA. THRU-BOLT, WASHER TO SLIDE NUT INSIDE STEEL CHANNEL POST, B101 L-BRACKET TO POST BELOW PLATFORM DECKING, 3/4" ACX PLYWOOD W/NON-SLIP DECK COATING, FASTEN TO 2X P.T. WOOD JOISTS W/ #8 X 2" SCREWS WHERE SEAM OCCURS IN DECKING, PROVIDE 2X4 P.T. BLOCKING, TYP. JOIST, 2X6 P.T. WOOD TO RIM JOIST W/ SIMPSON LU26 ]ANGER, TYP. 322 CHANNEL CROSS BRACE VHEN RAMP IS >30" ABOVE 'RADE, REFER TO PLAN >IMPSON L70 CORNER ANGLE, TYP. PLATFORM FRAME -BOTTOM VIEW 3 SCAT P 3 /4 = 1 -n Ow. -0 x NOTE: USE THIS DETAIL WHEN INSTALLING RAMP OVER (E) CONCRETE SLAB B22 CHANNEL CROSS BRACE WHEN RAMP IS >30" ABOVE GRADE, ALTERNATE DIRECTION EACH SET POSTS B22 CHANNEL GRADE BEAM ON (E) CONCRETE SLAB AT EACH PAIR POSTS W/ B102 L-BRACKET TO POST, TYP. GRADE BEAM ANCHOR, FASTEN TO (E) CONCRETE SLAB W/ (1) 3/8" DIA. EXPANSION ANCHOR, THRU B105 Z-BRACKET, 2" MIN. EMBED. LOCATE ANCHOR AT EVERY POST PAIR, TYP. RAMP SECTION - GRADE BEAM CAl RA RAM PARTS TM Innovative Access Solutions October 19, 2015 Allen Johannessen City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite # 100 Tukwila, WA 98188 Subject: Permit Number D15-0261 Dear Allen: Please find below our response to your Correction Letter #1. All changes to the drawings due to plan check comments have been clouded on the drawings, labeled Revision #1, dated 10/19/15 . 1. Provide wet stamped and sealed documents by the engineer. • Our Structural Engineer, Quantum Consulting, has attached their wet seal and wet signature to the structural calculations set; enclosed 2. Show a barrier a minimum of 4 inches high. (2009 ANSI 405.9.2) • The curb rail has been modified to be I-518"x 1-518" steel channel, 3-112" above the ramp deck surface (Sheets R2.0 & R6.0). If you have any questions regarding our response, please contact me by email: marisvrac@gmail.com or by telephone: 310-486-4890. Sincerely, CORRECTION Maris Racibarskas LTR#_ RECEIVED CITY OF TUKWILA Ramparts, Inc. OCT 2 6 20115 02 (Q PERMIT CENTER www.ramparts-nw.com 17016 32nd Ave NE Seattle, WA 98155 206.440.9999 email: ramparts.joe@gmail.com fax:206.364.0116 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 13, 2015 MARIS RACIBARSKAS 17016 32ND AVE NE LAKE FOREST PARK, WA 95155 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0261 MARK WHITMAN - 4705 S 124TH ST Dear MARIS RACIBARSKAS, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. All documents and plans provided by an engineer or design professional shall have a wet stamp and wet signature on the front sheet of calculations and each plan sheet. Please provide wet stamped and sealed documents by the engineer. 2. The ramp shows a 3" PVC pipe as a curb barrier which does not comply with accessibility codes. Show a barrier a minimum of 4 inches high. (2009 ANSI 405.9.2) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, C Bill Rambo2 Permit Technician File No. D15-0261 M�0_ tiERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0261 DATE: 10/26/15 PROJECT NAME: WHITMAN RESIDENCE SITE ADDRESS: 4705 S 124 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A=r Aw(-., Building Division W Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator 8 DATE: 10/27/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/24/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: iv18/20 s r ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0261 DATE: 10/07/15 PROJECT NAME: WHITMAN RESIDENCE SITE ADDRESS: 4705 S 124TH ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: )�,s cofr2 to--S-(S A)- A-P v L 4- P Building Division Fire Prevention ® Planning Division Wbhc Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 10/08/15 Not Applicable ❑ (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 11/05/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: [o, / 1 1 115�— Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Whitman Residence Project Address: 4705 S 124 St D15-0261 Contact Person: M}FRI::-� ;CAC0 4R- ,LOhone Number: 310 i486 y9`IO Summary of Revision: #let 5�W- ly4d � seed CA-Ir�al�d mee✓' M 4 i m u07 , 9h e ifs 2 R(0 # '440 r2 l'a pn a f e4 R9 T 2 205 Sheet Number(s): 92 . � t �lo . PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: c �Tj Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: BALANCE CONSTRUCTION INC Page 1 of 2 Search L&I Home Inicio en Espanol Contact Safety Washington State Department of "Labor & Industries BALANCE CONSTRUCTION INC Owner or tradesperson Principals LEWIS, JOSEPH KENNEDY, PRESIDENT Doing business as BALANCE CONSTRUCTION INC WA UBI No, 601 412 783 License A-'L Index Help My Secure. L&I Claims & Insurance Workplace Rights Trades & Licensing 17016 32ND AVE NE LAKE FOREST PARK, WA98155-5322 206-364-5555 KING County Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BALANC108305 Effective — expiration 09/25/1992-12/27/2015 Bond ................. CBIC $12,000.00 Bond account no. 634009 Received by L&I Effective date 10/10/2001 09/23/2001 Expiration date Until Canceled Insurance ......................... Nautilus Ins Co $1,000,000.00 Policy no. NN590216 Received by L&I Effective date 09/22/2015 09/23/2015 Expiration date 09/23/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings lawsuits No against the bond or savings accounts during the previous 6 year period. L&I Tax debts ......................................... No L&1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations .............._................... _............... No license violations during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601412783&LIC=BALANCIO8305&SAW= 11/6/2015 BALANCE CONSTRUCTION INC Page 2 of 2 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 830,484-00 ................................ Doing business as RAMPARTS Estimated workers reported Quarter 3 of Year 2016 "1 to 3 Workers" L&I account representative TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601412783&LIC=BALANCI08305&SAW= 11/6/2015 i 0CD 0 I C'D N PROPERTY LINE 5' SIDE YARD SETBACK (E) CONCRETE `STEPS TO REMAIN PROPOSED RAMP PROPOSED LOWER LANDING cV CV cV SITE PLAN SCALE: 1 = 20' 124TH ST 125TH ST PUBLIC RIGHT OF WAY EDGE OF ASPHALT PAVING PROPERTY LINE 20' FRONT YARD SETBACK 5' SIDE YARD SETBACK PROPERTY LINE 1�— MAIN ENTRY � 10' REAR YARD SETBACK PROPERTY LINE ,,,--EDGE OF ASPHALT PAVING \— (E) CONCRETE WALKWAY TO REMAIN �—PUBLIC RIGHT OF WAY SITE INFORMATION KING COUNTY PARCEL: 017900-3055 LEGAL DESCRIPTION: ALLENTOWN ADD LOTS 11, 12 & 13, PLAT BLOCK: 14, PLAT LOT: 11 THRU 13 ZONED: LDR LOT COVERAGE LOT AREA: 7500 SF 100% (E) DWELLING 1395 SF 18.6% (E) GARAGE 682 SF 9.1 (E) CONCRETE WALKWAYS 407 SF 5.4% TOTAL (E) LOT COVERAGE 2484 SF 33.1 % PROPOSED RAMP 204 SF RAMP OVER (E) WALKWAY 28 SF NET ADDITIONAL LOT COVERAGE 176 SF 2.3% REVISIONS No changes shad Ee made to the scope of viork vvithr,;.,t prior approval of Building Division. NOTE: ev2ici Rs will require a now plan submittal Land may include additional plan review fees. 1 LE COPY Permit Plan review approval is subject to errors and omissions. Approval of, construction documents does not authorize tiro violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: 43 ey-O Date: City of Tukwila BUILDING DIVISION S. F; : r'P71 E FFwr"lI .IT A� I _Cll'.; ;QED FOR: D,6 chanical C<Iectrical O?Plumbing C�as Piping City of Tukwila DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 3 2015 A-T City of'Tukwila �-BUILDING DIVISION /O NORTH PROJECT DESCRIPTION TEMPORARY WHEELCHAIR RAMP FOR SINGLE-FAMILY RESIDENCE OWNER: JOHN OSEBOLD & MONTANA VON FUSS 4705 S 124TH ST TUKWILA, WA 98178 CLIENT: MARK WHITMAN 4705 S 124TH ST TUKWILA, WA 98178 DESIGNER / BUILDER: RAMPARTSTm SERVICE OF BALANCE CONSTRUCTION 17016 32ND AVENUE NE LAKE FOREST PARK, WA 98155 JOSEPH K. LEWIS, PRESIDENT (206) 440-9999 WA CONTRACTOR -# -BALANC108305 VICINITY MAP S 122N D ST 7r- N o V) w Q N S 124TH ST c Z °0 N S 125TH ST w INDEX OF DRAWINGS R1.0 SITE PLAN, PROJECT INFO R2.0 PLAN, ELEVATION R6.0 SECTIONS, DETAILS. R9.0 SPECIFICATIONS RE.0 Eli VED CITY OF T'W"'WILA 0CT 0 5 2015 PERMIT CENTER 12 R-AmPART8 Ramps Made Easy Consultation Design / Build Installation Rentals tel: 206 440 9999 ftc 206 364 0116 e-mail: remparts.Joeagmail.com www.rampartsnw.com W CL E CU ry W - ® � .E.i 00 U W .r- vW 00 CF). 04 <t N U) o co = a) Z CL i E DRAWNG ISSUE 10/05/15 PERMIT SET DRAWING DESCRIPTION SITE PLAN PROJECT INFORMATION . SHEET NUMBER R1` O 1 Y 1-5/8" X 1-5/8" STEEL - CHANNEL POST, TYP. DWELLING PLATFORM FRAMING, 2X6- P.T. WOOD JOISTS & RIM JOISTS, MAX. 16" O.C. 1-5/8" X 1-5/8" STEEL CHANNEL LATERAL BRACE WHERE OCCURS ELEVATION SCALE: 1 /4" = 1-0 EXTEND HANDRAIL TO- (E) WALL, BOTH SIDES 1-5/8 X 1-5/8" STEEL - CHANNEL LATERAL BRACE, (2) BAYS METAL PICKET GUARDS, EACH SIDE, WHERE DECK IS >30" ABOVE GRADE, PICKET SPACING SHALL NOT ALLOW 4" SPHERE TO PASS 'I--B 1-5/8" X 1-5/8" STEEL - CHANNEL LATERAL BRACE, EACH PAIR OF POSTS WHEN DECK IS >30" ABOVE GRADE 1-5/8" X 1-5/8" STEEL - CHANNEL HAND RAIL & MID -RAIL, TYP. 1-5/8" X 1-5/8" STEEL CHANNEL LATERAL BRACE, (3) BAYS PLAN SCALE: 1/4" = 1'-0" METAL PICKET GUARDRAIL, EACH SIDE, WHERE RAMP IS > 30" ABOVE GRADE, PICKET SPACING SHALL NOT ALLOW 4" SPHERE TO PASS 1-5/8" X 1-5/8" STEEL CHANNEL HAND RAIL, MID -RAIL, TYP. 0 1-5/8" X 1-5/8" STEEL CHANNEL CURB RAIL, BOTH SIDES, TYP. ) PLATFORM DECKING, 3/4" ACX- PLYWOOD W/NON-SLIP DECK COATING FASTEN TO 2X P T WOOD 1-5/8" X 1-5/8" STEEL CHANNEL CURB RAIL, BOTH SIDES, TYP. PLATFORM FRAMING, 2X6 P.T. WOOD JOISTS & RIM JOISTS, MAX. 16" O.C. An LINEOF FINISH U u\\V GRADE DRIVE POST TO 18" DEPTH WHEN OVER SOIL. (USE STEEL 1-5/8" X 1-5/8" STEEL CHANNEL GRADE BEAM WHEN CHANNEL LATERAL OVER CONCRETE OR WOOD BRACE WHERE OCCURS FRAME), TYP. �P' (E) CONCRETE WALKWAY TO 1-5/8" X 1-5/8" STEEL CHANNEL HAND RAIL, MID -RAIL, TYP. EXTEND HANDRAIL 12" PAST END OF RAMP n n u n �--tl----- II n n II II II I II II II u u u u u LINE OF FINISH DRIVE POST TO 18" DEPTH GRADE WHEN OVER SOIL. (USE STEEL CHANNEL GRADE BEAM WHEN OVER CONCRETE OR WOOD FRAME), TYP. ' DWELLING STREET ACCESS ®®®®® JOISTS W/ #8 X 2" SCREWS PATH OF TRAVEL 1 0 to 0 LO 1 (E) CONCRETE STEPS lot -off TO REMAIN BELOW NEW LANDING FASTEN LANDING 2X6 RIM TO ' UPPER I (E) CONCRETE STEPS W/ (3) 9 LANDING ; ' ; 3/8" X 3" ANCHOR BOLTS �. +35 i +�6 i 1 ---- -- 1-5/8" X 1-5/8" STEEL -------- CHANNEL CURB RAIL, A: _ BOTH SIDES, TYP. 1 61 -------- —30 ------ +0. a kil ' LOINER - TURN _ 00 RAMP �LQIDING b i (E) CONCRETE PATIO & WALKWAY 4" CONCRETE SLAB ON GRADE 0 CODE COMPLIANCE . APPROVED NOV 0. 3 2015 City d T'uk. ila BUILDING DIVISION ��FlOil' k 44/ rf (E) WOOD FENCE &GATE TO REMAIN CORR5CtIOM LTR#- GARAGE PLATFORM 40 In RECEIVED I +29 1:12 .: CITY OF TUKWILA ------ OCT 2 6 2015 29'-0" I 4,-0„ 1-5/8" X 1-5/8" STEEL CHANNEL POST, TYP. DRIVE POST TO 18" DEPTH WHEN OVER SOIL. (USE STEEL CHANNEL GRADE BEAM WHEN OVER CONCRETE OR WOOD FRAME), TYP. \ RAMP DECKING, 3/4" ACX PLYWOOD W/NON-SLIP DECK COATING, FASTEN TO STEEL JOISTS W/ #8 X 1-1/2" /2A SELF -TAP SCREWS PERMIT CENTER 4" CONCRETE SLAB ON GRADE, BROOM FINISH EXTEND HANDRAIL 12" PAST END OF RAMP, RETURN 12" & re 90 DEG ON OPPOSITE SIDE Z NOTES: 0 RAm PARTS Ramps Made ,Easy Consultation Design / Build Installation Rentals tel: 206 440 9999 fax: 206 364 0116 e-mail: rampartsjoe@gmaii.com www.ramparbsnw.com W CL E L W .c V Nti Jc 00 oo oo t6 C Q Zoo= CID� co cu Z O Q. E N F- 1. ALL RAMPS TO HAVE SLOPE OF 1:12 OR LESS. 2. ALL LANDINGS & PLATFORMS TO HAVE MAX. SLOPE OF.1:48. 3. POST SPACING TO BE MAX. 6-0" O.C., REFER TO FRAME DETAILS. 4. ALL RAILS, FRAMING, FITTINGS & FASTENERS TO BE GALVANIZED OR ZINC -COATED. DRAWING ISSUE 5. RAMP AND PLATFORM DECKING TO 10/05/15 PERMIT SET BE 3/4" EXTERIOR GRADE PLYWOOD 10/19/15 REVISION W/ NON -SLIP DECK COATING. 6. ALL FRAMING LUMBER TO BE APCL PRESSURE -TREATED, LP22 .40 GROUND CONTACT, STD. OR BETTER. DRAWING DESCRIP110N 7. ALL WORK TO COMPLY WITH RAMP PLAN ICC/ANSI STANDARD A117.1-2009. RAMP ELEVATIONS 8. GUARDS 36" HIGH TO BE INSTALLED WHERE WALK SURFACE IS MORE THAN SHEET NUMBER 30" ABOVE GRADE. lei c c RAMP SECTION -GRADE BEAM SCALE: 3/4 = 1,-0 rJAIIn Tn r11 ATI-nMkI PLATFORM FRAME BOTTOM VIEW SCALE: 3/4" = 1'-0" NOTE: USE THIS DETAIL WHEN INSTALLING RAMP OVER (E) CONCRETE SLAB B22 CHANNEL LATERAL BRACE WHEN RAMP IS >30" ABOVE GRADE, ALTERNATE DIRECTION EACH SET POSTS B22 CHANNEL GRADE BEAM ON (E) CONCRETE SLAB AT EACH PAIR POSTS W/ 13102 L-BRACKET TO POST, TYP. GRADE BEAM ANCHOR, FASTEN TO (E) CONCRETE SLAB W/ (1) 3/8" DIA. EXPANSION ANCHOR, THRU B105 Z-BRACKET, 2" MIN. EMBED. LOCATE ANCHOR AT EVERY POST PAIR, TYP. H EXTERIOR POST / RAILING POST, B22 CHANNEL, LOCATE WITHIN 6" OF HEADERS & RIM JOISTS, TYP. RIM JOIST, 2X6 P.T. WOOD W/ 1 /2" DIA. THRU-BOLT, WASHER TO SLIDE NUT INSIDE STEEL CHANNEL POST, B101 L-BRACKET TO POST BELOW PLATFORM DECKING, 3/4" ACX PLYWOOD W/NON-SLIP DECK COATING, FASTEN TO 2X P.T. WOOD JOISTS W/ #8 X 2" SCREWS WHERE SEAM OCCURS IN DECKING, PROVIDE 2X4 P.T. BLOCKING, TYP. JOIST, 2X6 P.T. WOOD TO RIM JOIST W/ SIMPSON LU26 1ANGER, TYP. 122 CHANNEL LATERAL BRACE VHEN RAMP IS >30" ABOVE GRADE, REFER TO PLAN ;IMPSON L70 CORNER ANGLE, TYP. 3 3'-0" MIN. 3'-8" MAX. B22 CHANNEL LATERAL BRA WHEN RAMP IS >30" ABO GRADE, ALTERNATE DIRECTI, EACH SET POS c RAMP FRAME'- BOTTOM VIEW SCALE: 3/4 = 1-0" PROVIDE GUARD WHEN RAMP SURFACE IS ABOVE 30", B22 CHANNEL TOP & BOTTOM W/ B101 L-BRACKET TO POST, INFILL WITH 1/2" DIA. METAL PICKETS, MAX 4" O.C. 0 to IM GRADE DRIVE POST TO 18" DEPTH - WHEN OVER SOIL. (USE STEEL CHANNEL GRADE BEAM WHEN OVER CONCRETE OR WOOD FRAME) RAMP SCALE: 3/4 = 1,-0 0'-9" Tn lr_7" 3'-0" TO 3'-8" I.D. BETWEEN POSTS I RECEIVED CITY OF TUKWI OCT 2 6 205 PERMIT CENTER MIDDLE JOIST TO HEADER W/ B141 THREE HOLE PLATE, TYP. EXTERIOR POST / RAILING POST, B22 CHANNEL, TYP. FRAME JOIST, B22 CHANNEL W/ B103 L-BRACKET TO POST, (2) SCREWS & (2) NUTS IN POST, TYP. JOIST, B22 CHANNEL W/ B141 SPLICE PLATE TO CROSS -BEAM EACH SIDE. (IF END CONDITION, THEN USE B129 PLATE), TYP. B22 CHANNEL HEADER TO FRAME JOISTS W/ B129 SPLICE PLATE EACH SIDE, LOCATE WITHIN 6" OF POSTS, TYP. WHERE SEAM OCCURS IN DECKING, PROVIDE 2X4 P.T. BLOCKING, TYP. 2 HANDRAIL, B22 CHANNEL W/ B102 L-BRACKET TO POST, PLASTIC CLOSURE STRIP OPEN SIDE OF CHANNEL, TYP. VINYL CAP AT EACH POST, TYP. EXTERIOR POST / RAILING POST, B22 CHANNEL, LOCATE WITHIN 6" OF CROSS -BEAM, MAX., TYP. MID -RAIL, B22 CHANNEL W/ B101 L-BRACKET TO POST T P. CURB RAIL, 1-5/8" x 1-5/8" B22 CHANNEL W/ B101 L-BRACKET TO POST, TYP. FRAME JOIST, B22 CHANNEL W/ B103 L-BRACKET TO POST, (2) SCREWS & (2) NUTS IN POST, TYP. DECKING, 3/4" ACX PLYWOOD W/NON-SLIP DECK COATING, ATTACH TO FRAME W/ #8 X. 1-1/2" SELF -TAP SCREWS, TYP. B22 CHANNEL HEADER BEYOND, TYP. B22 CHANNEL LATERAL BRACE WHEN RAMP IS >30" ABOVE GRADE, ALTERNATE DIRECTION EACH SET POSTS IRR-AmP,ART Ramps Made Easy Consultation Design / Build Installation Rentals tel: 206 440 9999 fax: 206 364 0116 e-mail: ramparts.)oe(ggmail.00m . www.rampartsnw.com W CL E ca r W ® ) 00 � O cl)� fA LO tU N c cu O E REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 3 2015 City of Tulwifa RUIt lNO DIVISION DRAWING ISSUE 10/05/15 PERMIT SET �i 10/19/15 REVISION DRAWING DESCRIPTION RAMP SECTION RAMP DETAILS SHEET NUMBER