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Plans nolitE ell > J_R_ JOHNSON, INC AEG 0 52009 -AI .._ I. BUILDING DIVISI8N TO: CITY OF TIGARD BUILDING PERMIT DEPARTMENT COMPANY: CITY OF TIGARD, OREGON FROM: DEL STARR DATE: 8/5/2009 RE: ORCHARD PARK APTS. 9915 SW FREWING ST. BLDG. #2 CITY OF TIGARD, THE FOLLOWING IS A SCOPE OF WORK FOR REPLACING FAILING DECK AT UNITS #19 AND #25 AT ORCHARD PARK APTS. - DECK REPLACEMENT- , ' REMOVE AND DISPOSE OF THE EXISTING DECKS AND DECK RAILINGS - • CONSTRUCT NEW DECK OF THE SAME SIZE USING PRESSURE TREATED LUMBER TO MATCH THE EXISTING DECK LUMBER DIMENSIONS AS PER THE ATTACHED ENGINEERING- ' FURNISH AND INSTALL RAILPRO 42" SURFACE MOUNTED PICKET STYLE ALUMINUM RAILING SYSTEM IF YOU HAVE ANY QUESTIONS, PLEASE GIVE ME A CALL. (503)240-3388 SINCERELY, DEL STARR CTUACMARD • 'pp'-ved Conditionally Approved .............. t See Letter to: Follow......,.....,.... E 411 410104) OFFICE COPY P.O. Box 17196 • Portland, OR 97217 •. Phone: (503) 240 -3388 • Fax: (503) 240 -3424 1 - • RailPro - Custom Railing Solutions - Tech Notes Page 1 of 4 • • • • • • RAILING S-_OLUTIQNS' S•]'O LING SOLUTIONS Home Our Colors Tech Notes Receive a Quote Contact Us Contents RE:CE1 1. Building Co des 2. Post Attachments 3. Rail Termination AUG 0 5 200 4. Fasteners 5. Glass Details CITY 6. Glass Rail Warnings B UILD/ p D' RD AIG 7. Rail System Exploded Drawings 14S /0AI Building Codes We consider ourselves a custom design and installation company and are very aware of the building code requirements for railings. • All of our railings conform to the 2006 IRC and IBC. These are the International Residential Code and International Building Code respectively. Virtually all building departments follow these codes. However it is possible that a local jurisdiction may write a more restrictive code for their area. Knowing and meeting any local codes are not the responsibility of RailPro. It is the responsibility of the customer to inform us of anything outside of the two codes noted above. Here are some of the most basic code requirements for residential railing. 1. Any walking surface greater than 30" off the ground requires a guardrail 2. The rail height must be a minimum of 36" from the deck surface 3. There should be no opening that can pass a 4" sphere through the railing 4. Stairs with more than 3 risers must have a handrail The codes are quite extensive and often confusing and your local inspector may not be well versed fn the areas of the code that apply to railing or is working to the 1997 UBC or the 2003 IRC instead of the most recent 2006 IRC. Or perhaps he's applying the IBC code to your home vs. the IRC. RailPro is well versed in the most recent codes and can help you work through any issues with the building inspector. When we quote your project, it will always be for a code compliant installation. If you want something outside of the code we'll require a signed waiver for our protection. Return to Contents Post Attachments All our rail styles can be attached either to the surface or the fascia of the deck. There are some details that you need to be aware of to insure a sate and attractive installation. �Su ,,T-Mount =T.his is the most common and least expensive attachment. It is usually the choice for level wood or composite decks. We require that you provide 3" of solid structural blocking to screw into. In the case of composites this must be 3" under the composite board. _ ,,, Waterproof Decks - If you have a waterproof deck. our first recommendation is that you consider fascia mounting. However, if this is not possible we have several options for you to consider to protect the integrity of the waterproofing. Please open this Tech Bulletin for more details. Mounting on Tile - We can mount to a tile surface but we do not recommend the practice. We require a signed waiver regarding any damage to the tile during installation or any time later. There is always the possibility that tile can crack. There are a couple of ways to avoid mounting through the tile. First would be to install the railing first and tile up to the base plates. Another way would be to install a raised footing for the post to mount on. • Fascia Mount - This is most commonly used when there is a waterproof deck surface involved that you do not want to penetrate. We can mount to the fascia as long as certain conditions exist. These are: http: / /www.railpro.us /tech_notes.htm 8/5/2009 RailPro - Custom Railing Solutions - Tech Notes Page 2 of 4 There is 6" of flat surface under the flashing: There is 3" of solid structural blocking at the attachment points; There are no other obstructions in the way, most commonly gutters. Also please note that we can not fascia mount any of our newel posts with the exception of the 2 1/2" post. Return to Contents • Rail Termination When the rail comes to the end usually at the house, you have to decide how you want to terminate the railing. Wall Termination - The most common and least expensive way to terminate your railing is to attach the top and bottom rail to the house. Most of the time there is a trim board at the house to attach the rail with a wall mount. While it is not required for the strength or safety of the railing, attaching the top rail will take any flex out of the system. If it's possible we recommend it. YTeff'iii'ination =here may be a reason that you can not or choose not to terminate the railing to the house. In this case we will terminate the railing with a post. This post must be within 4" of the house to keep your railing in code. This will add a bit more cost to the railing as the posts are one of the more expensive elements of the railing. Return to Contents Fasteners All the fasteners used by RailPro are high grade stainless steel. This combined with the aluminum railing will provide you with a complete system that can not rust. While others may use coated or painted screws to cut cost we don't as we have seen these rust over the years. Rust will never happen with a RailPro installed rail. All of our fasteners come in mill finish. While some colored stainless screws exist, RailPro does not offer these. It is our experience that the paint chips when driving the screws and we think it is unsightly to have the chipped inconsistent looking screws vs. a uniform look to all the screws. Some of the standard screws we use are listed below. Pan head square drive screws #14 x 3" Used for mounting surface posts to the deck into blocking #14 x 2" Used for attaching top rail wall mounts to the house #12 x 1 1/2" Used for attaching the top rail to the post, also for attaching the bottom rail wall mount to the post or house #12 tek Self driving screw for attaching bottom rail to wall mount, also for attaching the post mount to the post Hex head lag bolt 1/4" x 4" Used for mounting fascia post into blocking, also for surface mounting through composite decking into blocking Return to Contents Glass Details Tempered Glass - All glass for our railing systems is fully tempered. This is crucial for the strength and safety of the railing. There is no alternative glass type appropriate for this application. Tempered glass is the same type of glass that you'll find in your shower door, patio door or side car window. It has tremendous strength against impact. As testament, tempered glass is used in hockey rinks. If it does break it literally explodes into tiny shards that may cause small cuts but won't create a huge blade to cut off an arm. Thickness - The standard glass for full frame rail is 1/4" thick. We use 3/8" thick glass for our topless glass rail. Edgework - RailPro provides all its glass with the exposed edges in a high polish. While others will cut corners with a rough seam or less expensive ground edge, RailPro only provides the best. On 1/4" glass we provide a pencil polish and on the 3/8" glass it's a beautiful furniture grade flat polish. Colors - All glass comes standard as clear. There are numerous tinted glasses that can be used. The most common are Bronze and Gray tints Also available are Green. Blue and reflective glass but these are not common. Privacy Glass - We also have a glass called Matelux which is often used in privacy applications. This glass is translucent. that is it allows light through but not vision. It looks very similar to sandblasted glass but is quite different. See the explanation below in the Glass Rail Warnings section. http: / /www.railpro.us /tech_notes.htm 8/5/2009 • RailPro - Custom Railing Solutions - Tech Notes Page 3 of 4 Return to Contents Glass Rail Warnings This section provides some things to watch out for in glass rail applications. Q Plastics Infills - Plastic is not a usable alternative as it has too much flex and can be pushed out of the opening. From a practical side all plastics will scratch more easily than glass and are actually quite a bit more expensive. Sandblasted Glass - Sandblasted glass is actually porous as you've created a rough surface that can adsorb debris, i e. bird droppings. This will permanently stain the glass. Spandral Glass - This is glass with an applied glass frit baked on the glass surface This has the same problems as sandblasted glass. In addition it is very difficult to get an even surface coating with this product. Laminated Glass - This is an improper application as the edge of laminated glass should not be exposed to the elements as delaminating could occur. Also laminated glass is very susceptible to cracks running. i.e. your car windshield is laminated glass. Return to Contents Rail System Exploded Drawings Here are a number of sketches to help you understand how the parts of the rail system cone together. Picket Rail stnatatcror–\\ , .16e strzWeCitra�a /1"a - I t p /� I ' 91IY }U1S 1 5, -5∎. f I q { M/Vilt i / , 1 III I II j u w. t NZ" �` „ rx,t arc RallProe• PPSLIA /AGM' '11W I `RgilPrn [ 9.ora L w 4 Kft mer ,.: tt. r Glass Rail -- - - - 1 r -rte � + �((� ,.. ;gr" a,: I 3 - Ullf; II '-'-% J...< Ilf Stre. 1 , r 4L4** 4 _1 N,-- . . - 111- 1 u-,-- / 11 .1 -'''' . . -. < . 1 . JJJ pp�T��Q��((qq 9� .rN , Wf(cfr<V iKN .ti r7$r a41.0... \�- 1@ _ o. Ac — �RailPr ' f avoti r i' ' RailProu• I susnca 1 °`'-: ...rs 1 a.iss Pia. '. "` "� �y \ 4 cuss ea �1 ,c1. i- d. -, `- Cable Rail 6 t'1 � tdir O. Et . -,.,....._ -- --4 ....,-- I fitii1Pro —' % ( cca *vat. 0 ; Return to Contents http: / /www.railpro.us /tech_notes.htm 8/5/2009 RailPro - Custom Railing Solutions - Tech Notes Page 4 of 4 COPYRIGHT ® 2009 RAILPRO. ALL RIGHTS RESERVED. http: / /www.railpro.us /tech_notes.htm 8/5/2009 ARMOUR UNSDERFER ENGINEERING, INC. 13456 SE 27th PI., Suite. 200 AU E / Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: Railing Post Connection to Wood Structure Portland, OR Client: RailPro USA 2700 NE Andresen Rd, #G2B Vancouver, WA 98661 PRO, L NG I NEF Jj 73315PE • ? ON .•� 9 �y 13 2 '' <( « , alsoo- 5112105 By EXPIRES: 06/30/08 fr Bill Armour SE, SECB AUE No. 8197 I. STRUCTURAL CALCULATIONS for Railing Post Connection to Wood Structure Portland, OR Objective: Provide the design and analysis for the connection of the Post Rail to the wood structure provided by others. No other modifications or elements of the system have been reviewed. TOPIC: PAGES: Index 1 Rail Base Loads and Connection Design R1 - R2 • — 1 � \ Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0! Project: Railing Post Connection to Wood Structure Pg. No: 1 N-- ,AUE. Address: Portland, OR Date: 5/12/08 —Mr Client: RailPro USA Job No.: 8197 Design of Cantilevered Aluminum Hand Rail for Railing Loads Loading is per the IBC 2006 /ASCE 7 -05 sec 4.4 200 lbs point load at any one location or 50 lbs/foot along hand rail (Not required if one or two family units only) 50 lbs point load on 1 ft sq area of panel infill (glass panel b/n posts) nonconcurrent • max post load P 33 inch max _ Tension Load on • - Lag Fastener 4.375 inch • • "Nwood framing by others, assume DF Typical Vertical Dimension Maximimum load at connection of rail cap to the to the vertical post is: Is this railing for one /two family dwellings? 1 (1 =yes, 2 =no) Max Tributary to Rail Cap Connection = 6.75 feet Point Load = 200 lbs From Line Load = 0.00 lbs I Controlling Post Point Load = 200 lbs Height of Hand Rail = 33 inch Design Moment on Connection = 6600 inch-lbs Maximum Connector Tension Load = 1508.571 lbs Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0 Project: Railing Post Connection to Wood Structure Pg. No: R 1 ,AUE. Address: Portland, OR Date: 5/12/08 - -� Client: RailPro USA Job No.: 8197 • Connection'of Rail Post to Wood The rail post is connected to the wood with two angles 1/4 "x1- 1/2 "x1- 1/2 "x5" long and each angle has two 1/4" dia x 4" lag screws to the wood post (HF assumed) • Tension Capacity of 1/4" Lag Screws to DF (SG =0.49) per NDS 2005 edition T allow = 218 lbs/inch of embedment Depth of Embedment = 3.5 inch Allow Tension /Lag = 763 lbs Number of Lags in Tension = 2 Total Allowable Tension = 1526 lbs _ 10K - Adequate I For Each angle Use (2) 1/4" dia x 4" lags at 3 -3/4" o/c I embedded into Douglas Fir wood by others Check Angle for Loading Moment Arm on Angle Leg = 0.416667 inch Moment on leg of alum angle = 314.2857 inch-lbs Effective Length of angle leg = 3 inch Thickness of Angle Leg = 0.25 inch Effective "S" = 0.03125 inch^3 Allowable Stress = 12,500 psi Actual Bending Stress = 10,057 psi IOK - Angle is Adequate Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0 Project: Railing Post Connection to Wood Structure Pg. No: R 2 E Address: Portland, OR Date: 5/12/08 - -� Client: RailPro USA Job No.: 8197 Report of Western Railco Products Ltd. Welded Picket System with Fascia Posts Guard Rail Testing With International Code Council AC 273: Acceptance Criteria for Handrails and Guards Final Report No.: 3073449 -4 -A Original Issue Date: May 5, 2005 for Western Railco Products Ltd. 13272 Comber Way Surrey BC, V3W 5V9 Canada Western Railco Products Ltd. May 5, 2005 Project: 3073449 -4 -A Page 1 of 5 1 Table of Contents 1 Table of Contents 1 2 Preface 2 3 Introduction 3 4 Materials and Methods 3 4.1. SAMPLE SELECTION 3 4.2. SAMPLE DESCRIPTION 3 4.3. TEST PROCEDURES 3 5 Test Results 4 6 Conclusion 5 Appendix A: Installation Details (6 pages) Appendix B: Test Data (1 page) Western Railco Products Ltd. May 5, 2005 • Project: 3073449 -4 -A Page 2 of 5 2 Preface All services undertaken are subject to the following general policy: 1) This report is for the exclusive use of Intertek Testing Services NA Ltd.'s (Intertek's) client and is provided pursuant to the agreement between Intertek and its client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. 2) Only the client is authorized to copy or distribute this report and then only in its entirety. Intertek must first approve any use of the Intertek's name or one of its marks for the sale or advertisement of the tested material, product or service in writing. 3) The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product or service is or has ever been under an Intertek certification program. Western Railco Products Ltd. May 5, 2005 Project: 3073449 -4 -A Page 3 of 5 3 Introduction Intertek Testing Services NA Ltd. (Intertek) personnel have conducted tests of Structural Performance of Welded Picket system with fascia posts for Western Railco Products Ltd. The railing system was evaluated for the ability to resist the loads specified in Section 1607.7 of the 2003 International Building Code, by following the methods outlined in ICC -ES AC 273, "Acceptance Criteria for Handrails and Guards." 4 Materials and Methods 4.1. SAMPLE SELECTION The components were sampled by Intertek representative Tommy Buchmann, at the Western Railco manufacturing plant, as per ICC -ES AC 85. Components were assembled by Western Railco staff and submitted for testing. The sample submitted was identified as the Welded Picket System with Fascia posts.. 4.2. SAMPLE DESCRIPTION The railing system consisted of the following materials and connections: Post: Series 65 -S fascia "SuperPost" - 1 -5/8" x 1 -5/8" 6005A -T6 Aluminum Post. A W/P Bottom Sleeve is welded to the post to attach the Welded Picket Section.. Baseplate: 1 1/2 x 3 1/8 x 1/4 "" angle face plate welded to 1 /4 inch mounting plate with 4 — 3/8" mounting holes Top Rail: Series 2000S (Square) Top Rail - 42" high, 6063 -T Aluminum rail. The rail has a 2.00" wide x 1.93" high cross - sectional profile. Pickets: 5/8" x 5/8" square pickets spaced 4 -1/2" on center, individually spot - welded to a top rail and bottom Punched W/P bottom rail. Connections: 2000 Series Post Mount bracket is connected to the Top Rail with 2 -#8 x 3/4" stainless steel screws. The Top Rail is then fastened to the Post with 2 - #10 x 1" stainless steel screws. The welded Picket bottom rail is fastened to the Post with 1 - #10 x 1" screw through the W/P Bottom Sleeve welded to the post. Note: The post to sub - structure fastener evaluation is beyond the scope of this report. For the test, 4 — 3/8" Grade 5 bolts on each post were used. Western Railco Products Ltd. May 5, 2005 Project: 3073449 -4 -A Page 4 of 5 4.3. TEST PROCEDURES As per Section 4.2 of ICC -ES AC 273, the following tests were conducted: Section 4.2.1 General One complete railing system, consisting of two posts, was tested at maximum spacing and in the worst -case scenario. Section 4.2.2 In -Fill Load Test A load consisting of 125 lbs. was applied over one square foot (0.0929 m ^2) normal to the in -fill in a worst -case scenario. Section 4.2.3 Uniform Load Test The top rail of the system was subjected to two separate tests where a maximum load of 125 plf was applied vertically and horizontally. For purposes of this test, third point loading was deemed and calculated to be equivalent to uniform loading. Section 4.2.4 Concentrated Load Test Two separate tests were conducted where the test load of 500 lbs. was applied at the center of the top rail and end of the top rail adjacent to the post*. Deflection readings were recorded at 200 lbs**. *Note: AC 273 specifies the load be applied at the top of the post. The load was actually loaded three inches adjacent to the post to also evaluate the capability of the top rail to post connection. The load was applied at the full 42" rail height, and was only three inches from the post, so we consider this to sufficiently simulate a load applied directly at the top of the post. "'`Note: Deflection readings also included the deflection of the posts. 5 Test Results The product test results are shown in Table 1 below. Table 1 — Western Railco Products Ltd. Test Results System Maximum Post System Height to Post Inner Test Compliance Description Spacing (inches) (inches) _ In -fill Load Test Complied Picket Panel Insert 42" 70 7/8 " Uniform Load Test Complied System Concentrated Load Test Complied Note: A complete set of Test Data is provided in Appendix B. Western RaiIco Products Ltd. May 5, 2005 Project: 3073449 -4 -A Page 5 of 5 6 Conclusion The Welded Picket System with fascia posts submitted by Western Railco Products Ltd., installed as described in this report, have complied with ICC -ES AC 273 "Acceptance Criteria for Handrails and Guards ". INTERTEK TESTING SERVICES NA LTD. Reported by: �-•-• Tommy Buchmann Technician, Construction Products Reviewed by: Chris Bownes , P. Eng. Manager, Construction Products TB /ahvs • Western Railco Products Ltd. May 5, 2005 Project: 3073449 -4A Appendix A: Installation Details (6 pages) : . -I M 03 li e XI X 5 .11 j li li [11 ............. I ri i '< 4 tio ec) C3 c) 4 r. 1500S 1500R PUNCHED POST MOUNT W/P 5/8' SQUARE FASCIA 65-S POST 4x6"X 1/4" C 0 twa E W/P RAIL 1500 SERIES BOTTOM SLEEVE PICKET SUPPORT LEG FACE PLATE C l) Z . 65-S CENTER FASCIA POST PLAN VIEW 65-S CENTER FASCIA POST V) m WITH ex6"x1/4" FACE PLATE WITH 4"x6"x1/4 FACE PLATE 3 R. 0, 41 -ii ANIT , Al @ e,-, 1 7„ • • 6'-10 5 til < 74. 0 - -, v_n,. ag u 1113 a g H 7,. 7-1— - - - ,..1 c./) 1,, m —■ Cl) 41 ' --•1 42 r _ CENTER TO CENTER DIMENSION INSIDE DIMENSION - 136" --*--- 0 --- I _ I (-- I I > M M c -A X •-• 0 57> z N.)> c) 0 o 0 Cm 0 -13 • ' c) (k) K rri 0 --I > C A), z ).0. 42" IV o -- I — 0 in r 01 0 Z G) 1 F > 0 0 c .. _ _ _ 0) A 2 mem 9) r- , • . . . .0 . . . . . 4 . . 4 0 w . 4 . • _ 4 _ 4 4 • • i • 4 4 . • . . 4 . 4 . ' T T • . 4 .4 . • • 4 ' 4 . • 7 -,;' .. 4 cC/) ' • • . F . ...a- .. 4 . 0 2 X 7 ' . . • I1 • . . • .. • • - , . ' • o . ■ . < ---r 0 . • 4 4 • • • -a . . 7 cn > • 4 ° ° • • -s . . .* • . ' ' . . . 4' — in - 8 • . .. 0 .. m -1 71 . A • ' ' . . • • a CLI . WELDED PICKET RAILING FASCIA MOUNT 04APRIL2005 FRONT ELEVATION V 1500S OR 1500R • TOP RAIL POST MOUNT 1500 SERIES 5/8" SQUARE PICKET @ 4 -1/2" O.C. SPACING WELDED TO TOP RAIL m 65 -S FASCIA POST WITH 4 "x6 "x1/4" FACE PLATE M - t1 • I— E I— w FACTORY PUNCHED r - • U WELDED PICKET E. BOTTOM RAIL o FASCIA SUPPORT LEG = w 4 "x6 "x1/4" FACE PLATE . 3/8 "0x3" ANCHORS HILT! KWIK BOLT II 3" w 0 ED 0 i I I— U) 4 — f CL - d • a d �1. a a a 2' a Q a Q ' ° a • . • _ a° a • • WELDE - ° • - - a . ° 6 " RAILJNG SYSTEM - - • ° d 4 • 6 d' d ' a d . .. 4 d • - E -- � d a 543-7245 Web Site:www.rallcraficom TITLE 42" WELDED PICKET RAILING Toll Free: 1-800-211-4884 Email: railinfo @railcraft.com �� ®TM SYSTEM FASCIA MOUNTED RAILCRAFT 13272 COMBER WAY WESTER1V suA RRV Y.e. TESTING (APRIL 2005) ° o CANAD SV9 ALUMINUM RAILING SYSTEMS N e J - R AILCO . a SCALE 5 -1/2" = 1' DATE 20APR IL2005 DRAWING NAME Q CL P RODUCTS LT® / U \ D RAFTPERSON JGUIANG RAIL ON 65 -S POST -TEST 1500S TOP RAIL ' 2- #10X1" STAINLESS STEEL i SCREW • ;, , 1500 SERIES POST MOUNT 2000R TOP RAIL 744. 2- #8X3/4" STAINLESS STEEL SCREW - 1 T ' ` 114 0% 14L141. 65 -S FASCIA POST A (1 -5/8" SQUARE) FULL WELD ON / BOTH SIDES 4 "x6 "x1/4" cl FASCIA FACE PLATE WITH 4 - 7/16 "0 NOTE: SCREW HOLES 1 Z POST FULL WELD TO FASCIA FACE PLATE Z Bus.(604) 543-7245 Web Site:www.railcraft.com TITLE POST MOUNT ASSEMBLY � R TM Fax.(604) 543.4447 Toll Free: 1 -800- 211 -4884 Email: railinfo@ra lcraR.com 13272 COMBER WAY FASCIA MOUNTED RAI LC RAFT W ESTERN sURREW5Y.B V9 . TESTING (APRIL 2005) R aoLCo ALUMINUM RAILING SYSTEMS N ES TERN CA 10 J a SCALE 5-1/2" /2" = ' DATE 20AP R I L2005 DR NAME A Q P l / V \ V R ®®ucTS LTD ° DRAFTPERSON JGUTANG RAIL ON 65 -S POST -TEST . . 2. --. 00 fa- 1 ,......4 1.86 7 . 0 .\ .s&. : . L .• v , , • , . , I co , , • . .__ ..._ . ,...i t , _ i_.• v ., OD 0 ! - • I 1 1....th•--- L 0 ,4---1 - • i ., . , , 1 J.7-, , j,______ ... it , o I , T . ... - • ..._.- , , .. .• , , • ,, . , , 1 • 66 --- 0.25 --w--.1 _.a....• 1 1-- - I 1 1-02 0.37 • • _,,„.„._______,______,...,,_ . • . . . . , 1 I 0 93 ! ______ ..,,,.,,,•::;,,,,,,-,.....,.._ . •,.:,- • :,:,..,,,- . .4'';'..1." '. ' .'4'4 Fs'''i ; D7:1",,;1 s .'r;;N,L;;;:. 41:1 a ;4 1 A1 4 ;,'„ 4L' . ' L- - ' .',;;;;' :'i ft .1 :;':•;.. • '. ' L ;',... . • X/k1 ''.'A';' ': L ' " • . ;2- ' , ‘ ;Y 11 ; 1 '.:;14 - '.; 1 .,: : -• • .; " - ., . . :, ,••- • . .,-;,' ."''4 - ' ,1 4f - .+ 7 .. ','':'.; . '''. ' • • • , ., L '? ., 1 •,■:. • " 4 ... , .,• 1'i, '. '''. 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I : 2000S (SQUARE) SERIES i TWO PLACE DECMAL ± , ALUMINUM RAILING SYSTEMS ! THREE PLACE DECMAL I : MFG APPR.1 4 1 i I__ " _ I INTERPRET GEOMETRIC t . TOP RAIL W ------ ----- ;32 - 7? aombfr TOLERANCING PER: ESTERN surre,Bdf.hcoumbk,H : PROPRIETARY AND CONFIDENTIAL L.. . — 1 c u3LN svH1 MATERIAL ALLOY AND TEmPER 6063-7 1 THE iNFORmAIOT4 CONIAINED IN THLS IDPAwING S1"' DWG. NO. ■ REv. R AILCO ! : IS THE SOLE PROPERTY oF RAILGRAFT M EI ESTER FE-ION MU F1NDH REPRODUCTION - • A • RAILCO PRODUCTS LTU.1. ANY . 1 P RODUCTS : ; IN PART OR AS A wHOE ■^1111.1:X111- WPIL 1EN L ; LTD. 1 SOLIDWORKS 2'004 . G.A. • ' ! ingS 1 SCALE 1.1 WEGHI: ; SHEET 1 OF 1 • 1 : 2.24 • - .. 2.10 , .„.,. ii i • • N . 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I ; DIMENSIONS ARE IN INCHES ; DRAWN - i JGUIANG 20SEPTD4 : , : TOLERANCES: — . , 7 , I R A I L.CRAFTA G F R ill LA R 0 N A + CH± BEND : ! CHECKED KEN BOYCE i 20SEPIN DWG, NC. , ENG APPR. • . i . : . i ■ . , IWO PLACE DEC MAL t I 200OR (ROUND) SERIES : 1 ALUMINUM RAILING SYSTEMS : THREE PLACE DECMAL I : MFG APPR. NTERPRET GEOMETRIC . . , T ' • 1 Ni■a■fi ! I , 1 : TOP RAIL WESTERN 13272 COrn Woy t TOLERANCING PER: .;. PROPRIETARY AND CONFIDENTIAL . Surre, antish Columbia ,' - _casaba. V3W SVR: MATERAL ALLOY IS TEMPER 6343-1 i THE INFORMATION CONTAINED IN THIS DRAWING . SEE i DWG. NC. RV.1 l ' R AILCO i ' 1S THE SOLE PROPERTY a R AILCR AE I (WESTERN FINISH MILL FINISH ! A ; ; RAR CO PRODUCTS LTD.). ANY REPRODUCTION ; IN PARI OR AS A WHOLE WiTHCUI THE WPFTELN ' ' P RODUCTS L TD, IS ' ; SOLID WORKS 2004 PERMSION OF RAILCRAFT WESTERN RAILCO ! SCALE, . 1.. ! 1 WEIGHT , . SHOT i , PRODUCTS Li D.IIS PP.0-11BrfED I L . • ,....... 1.312 ----------- 1.212 0 r CD CD C) 1.063 ------7 , KIIMEMIN=M 0 MIN --- ±,17.1 -- R0.033 --- ,... in IN _ lir . .• .• 0 1 1 i : FRONT VIEW t : T ' c jT Il .t. (ENLARGED) • I o k-- 1 . 10 C\I . -- 0 688 —4.--1 0 C ! C ...wog 0.973 --10.-- NOTE: .. • PUNCHED HOLE SIZE = 0.6875" INSIDE DIMENSION = 3-7/8" CENTER TO CENTER DIMENSION = 4-1/2 T if ?'s '' . . : ... .."' s ', . ,,,,,::' " '''44 . ' • 3 .875" .,,,*,•trtt.,.. „..,,,,---- , ,- .,,,,,,-„, .:,,-•,_-• - ...• , .,:g,, ..: - • -.•' - -e4.- •:•,5°.•,ro : , ... - -,,,, , ;,,„:,,,•:'• --', '7;; - :- ' ' • ', .. •&,'0.-. -,!'!; :7, ''., i .r. " ,, . - " 'e 6;•il" 4" ',. ,. - ,.."'' . , ::Vr '34 • , ,,,.;,,?...• : - ••• • . 414:1 • ,- , ..: .: , T.'''' ..... '.:' .-- • ' . 4.'%;■ ISOMETRIC VIEW ,..• ,:•:: ,,,,.,-.--:::,,,,. . . . .• ,d, T.d s:::• ' .• 4414:::''' . 4:•je - '''''.441.4.'"' ,,O,',:f ,, ,, . , - 1 ,. •••:4740% tii• - -': :‘ - ge1111111111111111.11==in .• . , * .- . . . • .• . • 1, - - - . ,_ • P 9 1 , ! ACTUAL SIZE I UNLESS OTHERWISE SPECIFIED:: i NAME SATE . . ./ ........"..4 \ 0 DiMENSIONS ARE IN INCHES DRAwN ! _IGUIANG 1 SAPROS I DATE DRAWN: 15 APRIL 2005 I TCES: • RAILCRAFT OLERAN , FRACTIONAL: I CHECKED • 1 ANGULAR: MACHt BF.ND t ENG APPR. KEN F. BOYCE ISA Dwp. No. PROS : PUNCHED • I . TWO PLACE DECIV.AL ± ! . i , • ALUMINUM RAILING SYSTEMS 1 THREE PLACE DECIMAL ± I . MFG A WELDED PICKET CHANNEL PPR.. '.' Ilmminnumm■dr r INTERPRET GEOMETRIC . O.A. ; • BOTTOM RAIL • .• • 1 SITE • W ESTERN 13272 Comber Wcyl TOLERANCING PER: ' • 1 ESTERN s'gre VL mATEFRAL W/P CHANNEL ! PROPRIETARY AND CONFIDENTIAL ,... DWC. N i THE INFORM A CONTAINED III THIS DRAWING : F -* -• * ...._ : ' REV : 1 R AILCO i MILL FINISH. —____.: LS THE SOLE PROPERTY CI RAILC_RAEr (WESTERN : A . 0 O FINISH i R AEC° PRODUCTS 11a). ANY REPRODUCTION { ... : IN PART OR AS A WHOLE WRI•40.7 THE wmTEN 1 P RODUCTS L TD . I SOLiDwORKS 2004 ; PERm•LSSION OF RA ILCRAFT [WESTERN RAILCC' : - , RODUCTS LTD.) PROHIBITEC : SCALE.1:1 ; wEIGHT* • ' S! H F, ET 1 OF 1 : ; '---- — . . - . DRILL HOLE THROUGH IN THIS DIRECTION . ,. co Lo o 0 £0 -- 1.623 - - - i o . I T . i . . misu -7 _ ■. mum A ---I l___ - ■ 1 A 1 C \ I . ! t-0.-- . 0.050 —0.--- - Ik ameimmilmemegig , V =. =_,- - T.,-_. - -*- -si- T i A i .— 1 ! i R - ! 1 .• .• • 0.834 ----i-j---wo---13"--1, r^-, Lo . • 1 030 FRONT VIEW d SIDE VIEW • . .. DRILL HOLE THROUGH IN THIS DIRECTION , . . .• •• . , .• . . .• . .. , .• : . 1 z• . i co ;ref 3.123 ... .. co o -q, . ..;•:--,:::,, ......7.5:i'r.,-. , ' IT , i I • III , 11 PI MI III • , ''' i'=,... ' ' • .."' ,.": , i".'• '- . --..' 41.0M im i 1 wi __Iti),.._ la it u isr i III III IM li IM i I 1/1 i i En I mi III .• • L "— 1.283 -- Pa.' , ----1 -...1 0.250 .• . .• 2.623 .• .• ISOMETRIC • .• TOP VIEW DRAWING ,.. • ! UNLESS OTHERWISE SPECIFIED:: , ' NAME DATE ® TM- ..... . i DATE DRAWN: i r all....I N DIMENSIONS ARE IN INCH S E- : DRAWN i JGUIANG ; i TOLERANCES: ' CHECKED ; KEN F. BOYCE 210CT , DwG. NO. R A I L C 11A F Ti ERACTiONALI . ! i ANGULAR: MACHf.• BEND l• i ENG APPR.; TWO PLACE DECMAL ± . I ALUMINUM RAIUNG SYSTEMS i THREE PLACE DECMAL ± i MFG APPRJ ' 2000 SERIES POST MOUNT • INTERPRET GEOMETRIC G.A. W ESTERN 13272 Woyi TOLERANCING PER: 1 Suney. &dun Coturnbo ___ i PROPRIETARY AND CONFIDENTIAL .. W M - : Gonad., V3 5V9I AI.KAL ALLOY P. TEMPERi.043-15 1 THE INFORMATION CONTA.INED IN T SIZE DWG NO HIS DRAWING i i 0 ® AILCO- ; FINISH MILL FINISH ' IS THE SOLE PRCPERTY a RAILCRAFT WESTERN 28 - 01 ERN : A : HALM PRODUCTS LTC ). ANY REPRODUCTION I I .. ! IN PART AS A WHOLE WITHOUT THE WRITTEN T : r RODUCTS L Ta. i L., SOLIDWORKC Miut I . PERM 5:0T or RAILCRAFT !WESTERN RAILCO ' i ! ) SCALE ) WEIGHT: ) SHEET 1 OT I , - — . PRODUCTS LTD.IIS PROHI3rTED . . . . ,.• • • . • i.: ,' . I II'Iii I " 'Ira- IIPT - • . 4:=C :, - '5,..., • ......0 1.625 -- I --0 B-1 .0 0,!•';' *041 . . . . c., ' • ...-8 t . 21. 4 . ,;:fiZ.:6•:' V ....,.' S .. - T ; . • `,.. ; '.." 1 . 4 6 5 — gm -- wiMol-wi t.,-;, • . ... 1 : : ',.;,:iI• 's ■ , 1 V.,.....,zk , ::4-,,..5!..n ..;', . . . -- - 1, I ■ , I ';',I,Wi -II •,'-' -.: -'!,..-...-•...,,,,:.,:, . 4 r ,,, ,..„.,,... .,• . ! ,.7 '.:' ,:. :: -'.;.:•".;,..' . • • . . • 1-1 1--■ ,,,, 1,,, ,,. : :..:'.:34 CN 0, E i vi.,..„0.4,.,,,.,,,.,...........,....._,. . .0 c) o „i i3 R0.073 , -,:-.-::'•:- -,..• • • 1 - R0.114 ',0A. t •••,-*•.,,._ .. ,,----.=.• -,,,,,,,,,,:,i' , . . • . . .. If , ,,- ______ reek .. - .- . - • . 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E C: G EC / y:0 . : STEVE WEI I 250CTO4 I Dw O N O. 1 11 A ILCFZAFT FRACTIONAL± i ANGULAR: MACH: BEND : i f ' ' TWO PLACE DECNIAL ± (65-S) 1-5/8 SQUARE POST • • ALUMINUM RAILING SYSTEMS i THREE PLACE DECN.AL ± tv1FG APPR.! : • ! I ' WITH MID SUPPORT • ......• • INTERPRET GEOMETRIC i Q.A. : ...1_ , ! lAir 13272 Comber Wcry I TOLERANCiNG PER: . I wIr ESTERN PROPRIETARY AND CONFIDENTIAL 1 • R Corloos. V3W 5V9 mATERIAL ALLOY & TEMPER: 6035A-T6 : THE NFORmATON CONTAiN N ED THis DRAWING ' SI'S . SAC. T'IC' [ REV ■ A1LCO 'S THE SO-E PROPERTY Cr RALCRAF1 WESTERN i 1 TW mu.. Fir.nsH : RAlicc PRODUCTS OD.). ANY RERRODUCTON P RODUCTS : IN PART OP AS A WHOLE WITHCth THE WRITTEN . i LTD. r- PERmESION OF RAILCRAFI (WESTERN RAILCO ' - SOLIDWORKS 2D04 • PRODuCIS LTD.ItS PRoHlarrED. • scALE.1:1 WEIGHT: I SHERI 1 OF 1 : ■ . ! , 1 . _ • -,...3 6.00 1/40 FILLET CORNERS . . N - .• . • ...._ : - .• A : + : 1 • _L_ 1 i : 1 , 00.33 00.64 , I : - . - . . . . . ! . • 4.00 • • ; - • . • • - ; : I I : . • • • i • 4- .• TOP VIEW .• . . . . ..• . , , . If . .• • , , • , , . 0.25 „ 1 --- - f' t - 1 . • SIDE VIEW ,... , . . • 4 ,1 0 " .. ®TM i UNLESS OTHERWISE SPECIE -- DIMENSIONS ARE IN INCHES — NAME • DRAWN ! JGUIANG DATE f --- 20AUGOz ATE DRAWN: ID ■ TOLERANCES: . RAILCRAFT ERA CTIONAL± : CHECKED ! . • ; ANGULA.R: m,ACItt BEND t I ENG APPR.; STEVE WE: KAUGO4 ; DwC... NO. ,, TWO PLACE DECMAL t : 4"x6" FASCIA FACE PLATE ALUMINUM RAILING SYSTEMS ! THREE PLACE DECIMAL :.' • imFG APPR.: ; a■l!sir ! INTERPRET GEOMETRIC : 0.A. : T WITH COUNTERSUNK HOLES WESTERN 13272 c w TOLERANCING PER: Sow. Brtlish, Colombia :- ' . PROPRIETARY AND CONFIDENTIAL ____, ! Concoo. V3w 5v9 MATERIAL : THE INFORMA1CN CONTAINED iN THtS ORA wiNO SIZE ! DN... NO R AILCO ; IS THE SOLE PROPERTY a RAILCRAFT ;WESTERN FINLSH ; PM; CC F'ROD'JCTS ITO./ ANY REPRDDUCTON P , IN FART OR AS A wHaE WITHOUT THE WRITTEN ' ' t' RODUCTS L TD. SOLIDWORKS 2304 PERMISSIO OP RAILCRAFi WESTERN PAII CO ' PRODUCTS LTD.PS PROTill3FTED ■ SCALE:1,1 I WEISFIT: : .• ; SHEET I OF Western Railco Products Ltd. May 5, 2005 Project: 3073449 -4A Appendix B: Test Data (1 page) • • Intertek ETL SEMKO ` Test: Loads on Guards ' Date: 30- Mar -2005 Eng/Tech: Tommy Buchmann Client: Western Railco Project: 3073449 -4A Product: Welded Picket System with Fascia Posts Test Standard: ICC ES Acceptance Criteria for Guards and Handrails (AC 273) Exceptions: Third point loading used to impose equivalent UDL moment. Equipment: Artech 2500 lb load cell (Intertek ID D2723) Gauge Buster Model TR -1 -NK ( Intertek ID D2723) Guard Rail Particulars Height (h): 42 in. Length (I): 70 7/8 in. (o /c post spacing) Complied? Post Width (w): 1 5/8 in. (yes /no) Post Depth: 1 5/8 in. Picket Width 10/16 in. Picket Depth 10/16 in. In -fill Load (1sq.ft.) 0.56 kN 125 lbs ( yes I Vertical Uniform Load Test Req'd Vertical UDL: 1.83 kN /m 125 lbs/foot Equivalent Moment: 545 ft -lb Total Load 3rd Pt.: 554 lbs Proof Load: I 7811Ibs 1 yes I • Horizontal Uniform Load Test Req'd Horizontal UDL: 1.83 kN /m 125 lbs/foot Equivalent Moment: 545 ft-lb Total Load 3rd Pt.: 554 lbs Proof Load: I 781IIbs ( yes Horizontal Concentrated Load Test Specified Load: 0.89 kN 200 lbs Factored Load: 2.22 kN 500 lbs Allowable Deflection (1): 63 mm 2.49 in. Allowable Deflection (2): 89 mm 3.5 in. 1) Centre of Rail allowable (in.) Defl'n at Specified Load: 2 7/16 in. 2.75 1 yes Defl'n at Recovery: 1/16 in. Factored (Proof) Load: 500 lbs I yes I 2) Adjacent to Post allowable (in.) Defl'n at Specified Load: imam in. 2.75 1 yes I Defl'n at Recovery: MINIM in. Factored (Proof) Load: ..1111111M21 . Ibs I yes Max. Load to Failure: Ibs Maximum Permissible Span (in): 72.00 Note: Failure occurred at the tension side of the post to baseplate connection. , 11, LEWIS & • Lik14 / VAN VLEET ::, In c o r p o r a t e d q//^ , �:'� ��' v principals Cm /V, Os 20 0 chris c. van vleet. p.e. �i 4o / ,1,, Rio j. lewis. p.e. � /oy STRUCTURAL CALCULATIONS FOR Buildin g 2 Orchard Park Apartment Decks 9715 SW Frewing Street, Tigard, Oregon FOR J.R. Johnson, Inc. , ,Ku c T U itl N 8 • � _ 1 15,1 r i 1 + 3, ti 4,4� TAMES \' EXPIRES 12 -31 -2010 J Lewis & Van Vleet Inc. Project No. 09082 1, consulting engineers 18660 s.w. boones ferry road tualatin. Oregon 97062 (503) 885.8605 phone (503) 8E15.1206 fax LE11/1_r & consulting engineers b � I p- - l3._ � 18660 s.w. hoones ferry road Cl ._. c,l Citc�►J tualatin. Oregon 97062 Job No. By G....1 L (503] 885.8605 phone [503) 885.1206 fax Job VAN VLEET Date 7 — 0 ov Sheet No. $ -1 Incorporated � ' I f I 1 I • - • 1 I I ��Ilt� ��_ ` ' it 4� _ i • • �tl c ,� I I 1 I I t I- 1 I ! , -!- t I I i +- p s I 1 -� S 1 I ut 1 # d -nits ! 1 1 r i , -t ,— i Tom! �3 }1�.. L I , �.M [SQL 64tar 11y`�� N Yom o141 I1.0 0,- c g ,} T , s r Co,1 - 1 r • I I • • t 1, s t 1 i x { 1 1 , i f 1 7 I 1 1 T I 1 i • ( I t 1 , t , - i { F i I..:. • I • , , .( T � 49`�G2 �.e 0 1. _, i L. I � , I y � W J n i 1 1 i C II�� j/�� , � ` , .�1�A .: t , 2,Ip � ivt .� t /^ v, /mot o S� S— I • , i • - -_ LEWI F consulting engineers Job p �Gl�a {��,, op't's 18660 85. 605 phone ferry road Client 2 R - J o f 4 Sam tualatin. oregon 97062 Job No. By < ! 1 - [503] 885.8605 phone [503] 885.1206 fax VAN VLEET Date 1 —1 0 t Sheet No. S - "7, Incorporated i3 , { i I ► I - 1 - 1 - 1 • I _.._ I lam, VP • I I j.' )./ rjl, 1 i t- i f I i i 1 I i , i 1 Iy ..4. 1 m ! ( I I 4 5' 1 ; 1 T /0` G_ 5Mtj ti i. T , .. • • ' l --i © - 7 ! /��j } , {O. (1 6 ..z)G &) I I r 4 1. has. , 1 ,0,(1C25> -t- (41 = 11, p cf-- k = 21. _ 1.22 Z 40 hh C I 1 { t -- __ _-i. ! - A r A x _'- 1 1. iL.4_42G-T') J1 .._ i ' • ' 0 "'III 1 -1 i , i 1 1 1 1 f j' ; d 1 ■ i 1 , 1. I i i , ( i i t i .i i . I t X -7 i 4 ` p ; - 1 • ' i I 1_ 4 0 ibh -t_i 1 1E 1 I ‘'') z. . . Ih1 1 , o + 0 002,5 + bi ckj t 1 i ; I 1 ► I 1 4 t' � _. - _. L .- _ 1- �- i " - "i_- ._. _ . l 1 y r. T � , I Q I ` I 4 t ` I 1 1 i ' t f I T. . : - , '- trot I ,Ok• t LE I • consulting engineers Job c r e }. -f p_wci._jk_ J - Pr�. 113550 s.w. boons ferry road Client , I 12— cJ c� 1d O .5o A-1 tualatin. oregon 97052 Job No. By ,) t, (503) B135.0505 phone (503) 885.1205 fax VAN VLEET . Date 7 VAN I p q Sheet No. c -3 Incorporated �► ' I i I ! _ i i 1 Z ! a_ 1 { i I I - _- {- - . { - t} ; 2 sic O I F_„ w- - c►at.o _ , i , ! . G aT{ t r f I _ i + ._ F- r f Ile * r.. M.� _, T1d'tc t , , _, •w�yt ,Tnn f . LiS6 SSIM »i Ac- zi- Pb-- Gk ' / USE id-tAc- 4- , kl- to YL tot EJ 3 t> Nt a 1 C c , , r - i — _i , I I pp I d s Po } 1 W 1 � 1 _ i 1 i 1 . i ; I 1 i tVir 1 ' f _ i T 1 , 1 I 1 I� L ! I • 1 i ' 1 I ! ( 1 I 1 I O ff[ ,7 �i f ,, -1 1 -1 _ _.. h ' : 1 i , �...- ! , I 1 4 r • 1 • LEW15 & . XI consulting engineers p ,ay-r Client ,L. !? — �oDaNS vN I. 10560 s.w. boon ferny s fey road tualatin. Oregon 97062 Job No. By CexJ (503) 805.0605 phone (503) 865.1206 fax VAN VLEET Date 7 / 0 °t Sheet No. S —4. Incorporated I ! I ! _I ' - �i s yz_ ` tq : _.4' o Cri 1.11 ' `�1 2 . /M • '— —i i } l�1 a115 - J IIG — -00 i . 4, R : l e , 1 o,G ` i t t { 4/4 o+�+. ±1- P_ - �21 = t . Z s � fi C;! otter _a'th 4nD? t` ' t �, 1 1 rt i 1 1 S ,— i 1 1 s y- i 1 i • ! j I Q �1 . i i 1 O W b b ! iSelLaA;).. triti2 41. _c I Lei r . l.A l"3) { O Sc4tAINS ler t to o_G f m110'12.- - o . M e101.Err • I • F • 1 AuniElffinsa • LEWIS & '',' 1, ' consulting engineers Job o�.a,�;., �rzstalt ter,, 18660 s.w. boones ferry road Client J t2— sic:1W N Seri tualatin. oregon 97062 Job No. By Ca.1 Z. [503] 005.6505 phone [503] 885.1205 fax VAN VLEET Date 7 — 0 9 Sheet No. S - 5 Incorporated LI r I =' 1 • I 3 I � �],,�j _ems � I ' }.'Q' F GL y � �'''Q��"L • J -- I ! I — - — - - I ....L -1 --ti I .L - 1 , 1 I I j L I I 1.. ... I 35R- , -. 1.. -_1 4m - • 4- ' , - r ( _.._ I ! I i ; r` - . � - - �wAfc�., _ AtJI.� i - L- ►s�! _ _ � _ P6-044.:1., 1_ . 1 ' I L I ! ' : r ti E. °C r lc V I - . , 10 3 I =1ta j i 1 i ;1 'L tb � .S i O.s l ?.c'� ..si.F 4- I I I! 4- . i �� 1 I I i 1 _ i1 i : d�E.__ l✓ A< c . t'7 « 7 ;1 4 , b-1.5 ') A2. 4, 12-41 `t., i N C. WIND: A = 257, SOLI% C.r-✓ .) ((o,rT) C 2 .12Je t_s lo,s Mkt ? - I 1 -6 p er.{ (4-,s.-k- e 4 --1 , 3, ft-t c 2Z2 ,1.' . o • c NN ..-c Levattra. l.Eroif. " rte tat: __ � !� _ 2 t L, I)� 4� ` - �b T ,�-F o I 1 ■ I I k = r i.'°1#' , l a ‘‘I ' a ,� . �� 0 ;/ o . = >$ It '_i,�,p_/ I -. 1 I i . -_ - ' - ! Id'5*1 1nl-. t . . . P Cere.44 1ip4A -. 1- - 1.41 -71 o S -',r-c> ,F1,�st - � _ ll 1 i j rte- b ! ! SR I Vc ,l,, 1� i, IA s f ( --1i' t') 4.'r ..e,prj- � : ...G*�' ! ,1 3 — 4.1Z�L,t* (wfvmo f y . , , I • Got, '� OK 1N 0 E COMfY2.01.4_ ov eAfrPr :4.d -/ • If o_yi tZ omit.' 00 .CEe• . W/ . .4.. ,. • STRUCTURAL NOTES GENERAL � � ` D PROF �, , ECE\IEO • C . ` � i N � / 1. These notes set minimum standards for construction. The drawings govern over these s . ? y notes to the extent shown. Notify Lewis & Van Vleet Inc. Engineers (LVI) of any 5 2009 •`: 15,0;9 l ■ discrepancies prior to beginning work. AUG 0 Or $2. These drawings have been prepared solely for use in construction of the Center Plaza Apartments deck repair project located in Tigard, Oregon. Possession of these CITY OF TIGARD � r drawings does not grant license to construct or fabricate the whole or parts of this �U {LD {�G ® {� {SIGN •A }9 ' 2 , ti��2 010 ��' project in other locations. 3. The contractor shall verify all dimensions and conditions on drawings and in field. q Notify engineer of any discrepancies. 4. The contractor shall be responsible for providing all temporary support prior to I EXPIRE 12 E S 31 completion of the vertical and lateral load systems. LVI has not been retained to provide any services pertaining to job site safety precautions, or to review means, methods techniques, sequences, or procedures for performing the work. Unless we are specifically retained and compensated to do otherwise, our work is limited to the design of Work described on our drawings. 5. Where reference is made to ACI, AISC, ASTM, or other standards or codes, the latest ' edition shall apply. pQ \ ,\ 6. Inspection and or job supervision is not provided by LVI. JQ ,<, 7. All Work shall be in strict compliance With the latest edition of the International �, Building Code (IBC) and all other state and local codes Which apply - '? \� P ' \��'l' Ni DESIGN CRITERIA Q �� ` \ � � < k , - , LEWIS & 1. Gravity Loads: Q ,, iQ ; a. Dead Load 40 P sf '�� \ \\ J Q J• \, \` q0 ` � o �, � ,' ', �� 2 / � BUILDING 2 b. Floor Load P # \ \ lx ( , Q ' BUILDING 1 p" \ Q 0 , ?' .p WOOD FRAMING / VAN VLEET \ J \ ` \Y ,/ / , O /' � CONSULTING • \ \ P" P \? ` ` L ', `� / ENGINEERS y � 1. All lumber to be species and minimum grades as follows (unless otherwise noted Q `\ • `` \r 0 � , �© ✓ �/ /O / ‹/ ? �� # a. Joists Douglas '<• \ \\ e betiitipals in drawings: `\ ` \ 0 �/ ' ® ® O St - �` P.T. Dou las Fir #2 Q �� , ' - < ip � _ b. Beams, 4x and larger P.T. Douglas Fir # QQ� i0 c. Buc blocking, bridging & misc. P.T. Douglas Fir #3 pQ I\ P ?' O \v ' �O ? '�� � 4 : �` \ Q o d. Sills, ledgers, plates, etc. P.T. Douglas Fir #2 ).- � e. Decking Cedar or other Wood resistant to Q,`, \ \ ,< � � '/ ®® \ :i , / decay p `., 2. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless \ I Q Q � noted otherwise in drawings or manufacturer's literature. Use largest nail size , \ , \ \ Q '�' \ \ Q ,' indicated in manufacturer's literature. R 0 , p ` (t) 4÷ c - - a Z ' 3. All bolt heads and nuts bearing on wood to be provided with a Washer. Q 0 r - 1 OL 4. All fasteners (hangers, clips, screws, nails, bolts, washers etc.) in contact With k' ` 'Q _ f " -' t AFT ' A pressure treated or fire treated Wood to be stainless steel or hot dipped galvanized Q \ � \ � Q tit , , - � A,PT , ', 2q i Q I.: ' � material. Do not mix stainless steel and galvanized steel in the same connection. � ` � ; a3 , • 3 ', e ..:1 r ' 5. All nailing to be p IBC Table 2304.9.1. Obtain engineer's prior approval for all Q '�� ' ` s` \ c - ' ,p,P T ' , , �`P - i •, 3 � ' � uP \ I U P ' , � proprietary nailing or stapling systems. , [�' ,APT•, , 3 % P T • ' li K 6. All nails to be common wire unless noted otherwise. Staples are not an acceptable 0 � T ,,Ak P T ', AA 3q ' UP UP 1 1 ■ 3 2 1', 3 N• ( � (/� substitute without Engineer's prior Written approval. Minimum nail diameters are as N / f il 1 - � �`4 5 \ 43 \ up 1' , uP �, , � kir • ' 3 ' vs D follows: 41 ,, UP ', e P T : AFT ,, 3$ 3 , 1 pN , • � tit a. 8d = .131" uP , , �F , , A•0 , PS' r. b. 10d = 148" �P � : , �46 4 pN 'DN p BUILDING 4 3 1T Z • c. 12d = .14 a 48 pN - 1 1- d. 16d = .162" pN,' pN , , _ L e. 20d = .192" L THESE DECKS TO HAVE D 1/ 0 DECKING AND — , 7. Cutting and notching of joists is not permitted Without engineer's prior a roval. One + RAILINGS REPLACED ONLY u u inch diameter holes may be drilled in the center 1/3 of the member depth, but all other PROVIDE BLOCKING PER DETAIL 1 holes to be approved prior to drilling. 4/5 AT RAIL POST In 01 h STRUCTURAL AND MISCELLANEOUS STEEL e i CoMFL-Ex KEY PLAN °'m "r ii. "" o 0911102 — nolo= 1. Detailing, fabrication and erection of steel to conform to the Steel Construction 51.1 tr 'LAN 1" = 40 -(d" MOT NO Manual of the AISC. 2. All steel to be A36 except as noted. 3. Unless noted otherwise, all bolts to be A307 for anchor bolts and connections to I 5 Wood. All steel and bolts in contact with pressure treated wood to be hot dipped galvanized. BUILDING #2 PERMITS ,I n � �Ep PROFF • � i% G1Ng 1/' i � �i 15,09' Il Remus s� i r w ,1 i R /0 t , h "AMES \- I EXPIRES 12 -31 -2010 I NEW 2X4 OR 2X6 DECKING NEW 2X4 OR 2X6 DECKING 7 / 117/1/ r' T ig .0/ P L - 1 S 4 LEWIS & ' 1=1 Q LINE OF NEW S44 •��. DECK ABOVE - O.H. MATCH EXISTING 1.111111r NEW 4 X 8 BLOCKING AT y DIMENSIONS O NEW GUARDRAIL POSTS VAN V L E ET l ` 6 O• C°‘ CONSULTING ENGINEERS at 03 ' , a t .:. : 4 NEW 18 x 18" x 12" FOOTING x p G � P. Lr 11 I -- SAWCUT EXISTING SLAB ' ® C"'` AS REQUIRED t 0- i l''' _ _ - - - - - --F - I , NEW P.T. 4X8 , �� crl NEW P.T. 4X4 — W " ® " POST EXTENDS TO q' -8 1/2" 13/4 9' -8 1/2" 1 3/4 0 ,a; BOTTOM OF DECK 10'-0" IE E I. NEW P.T. 4X4 POST EXTENDS TO NEW P.T. 4X4 BOTTOM OF DECK POST EXTENDS TO BOTTOM OF DECK � • ' uV 2 ES1 °I_ OID 7R.Y1/1,.7 . 0 TYPICAL DECK FRAMING PLAN RD= No VINO TYPICAL DECK FOUNDATION PLAN NM la =r-0'' u2"c!Lie s-2 v � <c cO PROFF �� G l NE , ( 5-1 4 ; , . 1i',►', 15,09' �vm"s 11 � O.EG•. ti 9 'P } 9 � ' 2 3 . ti 0 � 4 3 15/16" MAX. CLR. II JA MES I EXPIRES 12 - 31 - 2010 I PROPRIETARY ALUMINUM GUARDRAIL SYSTEM - - - - - - - - - _ - - - - ANCHOR TO PERIMETER ' FRAMING OF DECKS , - DESIGN TOP RAIL FOR 200 LB. HORIZ. LOAD AT ANY POINT - DESIGN INTERMEDIATE MEMBERS FOR 50 LB. FORCE APPLIED ON 1 SQ. FOOT AREA - PROVIDE INSTALL CONTINUOUS 3 1/2' ADDITIONAL BLOCKING AS H PREFINISHED FLASHING 11/2' LEWIS & REQUIRED BY RAIL H BEHIND SIDING ABOVE 1/2' Al MANUFACTURER 1 NEW LEDGER -DO NOT NAIL DECK BOARDS, v THRU FLASHING TO LEDGER VAN VLEET i-G CONSULTING ENGINEERS EXISTING .LOCKOUT ' •x', eta fmt DECKING PER PLAN W/ C3) IN SIDING FOR NEW #8 X 3" DECK SCREWS TO LEDGER EACH JOIST (16" O.G.) 01•10011114011116110001000MONIONNISOMMII*010111111114.1.14.1111.4418"1111111411111111141.1111.11111.11.14.1." 11s i 1 111! 1I0 �.!� !a�l�4. 1 i �`� `' "ICE -DAM" 1/2,• ', A!� FLASHING MEMBRANE . /�� '- - EXTEND UP BEHIND �`�„ SIDING ABOVE AND OC (il r LAP OVER SIDING "5" � MOLD BELOW DECK i-- NEW SIMPSON ACE4 POST NEW JOISTS PER FRAMING i CAPS AT EACH POST PLANS IN SIMPSON LU26 HANGERS EXISTING APT. L BLDG. STRUCTURE u .� BEAM PER PLAN NEW P.T. 2X10 LEDGER WITH (3) #10 X II 3" SCREWS TO RIM JOIST AT 16" O.G. - " NEW P.T. 4X4 POST PER PLAN MATCH DEPTH OF EXISTING BLOCKOUT _� IN VINYL SIDING r i 3 1/2' n INSTALL CONTINUOUS PREFINISHED FLASHING 1/2' NI.Mi 4 UNDER LEDGER AND OVER SIDING BELOW ___ c:K L1V 0 YYP. DECK SECTION arm ai JUN -A I = V _on sans S-3 v „,, 00111111X44 � c �p PRO FF s , S � GINE / f ,, •� j i 15,0” wAsclis �r, , DAMES v I EXPIRES 12 -31 -2010 I PROPRIETARY ALUMINUM GUARDRAIL SYSTEM - ANCHOR TO PERIMETER .7.111 E.. • r• FRAMING OF DECKS � - DESIGN TOP RAIL FOR - _. i _ t - - 200 LB. HORIZ. LOAD AT iM�. �...It"1" ANY POINT - DESIGN . ,. • INTERMEDIATE MEMBERS , FOR 50 L.B. FORGE :. • ... .. APPLIED ON 1 SQ. FOOT w i & s AREA - PROVIDE - -__-_ LE ADDITIONAL BLOCKING AS REQUIRED BY RAIL .. . la,.. MANUFACTURER .. PLAN VAN VLEET CONSULTING I ENGINEERS Far NEW P.T. 4X4 POST NEW CONCRETE FOOTING DECKING PER PLAN (2) SIMPSON A34 EACH -SAWCUT AND REMOVE END OF BLOCKING EXISTING SLAB AS SIMPSON AB44 POST REQUIRE] —1:11— B ASE WITH 1/2" DIA. X 4" I EMBED. WED GE ANCHOR EXISTING SLAB j i Al y TO FOOTING Of BEAM PER PLAN UK -7 f' I> A # �'� A / (2) 3 EACH (L SIMPSON HTP31Z NEW JOISTS PER FRAMING Til - A v .'. WAY STRAP TOP AND PLANS = • % . • B i i IM. OF BLK' G. 3" CL > . • . D Z 4 X 8 BLOCKING WITHIN c r I q" sFcTioN ua 1 ^— 6" OF GUARDRAIL POST / (t NEW P.T. 4X4 POST PER PLAN BASE ANCHORAGE - NOT 18" SQ. REQUIRED WHERE GUARDRAIL / / Wi 2 TURNS 10 DEGREE CORNER ..„p O 4 DECK AT GUARDRAIL POST 5 TYF. FOOTING SECTION _ AUG22 -8 1" c I VI ., >A..2..+ p' per" -4 • o .. Apo S-4 v