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Plans LEWIS & L ii :( 1 111 VAN VLEET Incorporated prinEipals Chris c. van vleet. p.e. Barg j. lewis, p.e. STRUCTURAL CALCULATIONS FOR Buildin g 1 Orchard Park A Decks 9715 SW Hewing Street, Tigard, Oregon FOR • CITY OFTICARD Approved tAr J.R. Johnson, Inc. conditkonany Ap .••... -. See Letter ov: Fo1 r.� I Penult • _13,11C PRA FL lay: ! tee: GI NA. . i 15,1" 9 OFFICE COPY i o f a• JA ti [EXPIRES 12 -31 -2010 Lewis & Van Vleet Inc. Project No. 09082 -1 Tian -u s - S consulting engineers 18660 5.w. boones ferry road tualatin. oregon 97062 [503] 885.8605 phone [503)13135.1206 fax LEWIS & c J ob 0 1 2 c { 4- 2_p PA consulting engineers y- >Ar =rs. 1866❑ s.w. boones ferry road Client J p.._ �lolo� Spti) -- • tualatin. Oregon 97062 Job No. By 6.-.1 (-- (5031 885.8605 phone (503) 885.12 06 fax VAN VLEET Date Z — 0 cv Sheet No. -1 Incorporated • ... . .. .- 531E1143, :&17Fit 4aM.. Merr4F'"5rv` �Eh. 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I i , I , , : I • ; ' ' • ; , .., i , I : - • ' , 1 , ; . , • , , ! i . , . , . • • . • . . • LEWL5 & consulting engineers Job © v,d,6-124, p ,apt -,q 18660 s.w. boons ferry road Client .J 12- JotaN Sar-� Job No. By tualatin. oregon 97062 La .] L (503) 885.0605 phone (503] 885.1206 fax VAN VLEET Date - 7 - u 9 Sheet No. S -5 Incorporated I - _ ', 1 / t +/ _ '.. . a ' _r ( ;_.. - I _ 4 -{ i r ' ••; I- '`a“4 -VGi • I `*� L 5 -, f (1P . ll400- 2 ' .--- �+Er 143f, ' ... : _ � 1 i r I C 1 - t j.T. 4 -1 .� 1 i " ' t,- _ , r,,(c„ t 4 4 ; ; ; ; • ; t om, I : i i . i4--r 1 - 4TI_ 1 - , L dpi , �- •k 4 ../e_i - . - - -I ..__. 1:_ z l I i 1 I iw F ■ , t 1 b ES fit. l/l1 D' .' ' . 1'7 - T . 4 rt ti 4;Z. f T I , 1 1, 1N t o 'W 1r4 0 A - ')....S SO L.. it) '&3,5 { 610 ,) & 12-2'f t.S. 1•Q , e tt ) = I 1 • es f (.4-,s-4--' -- l o -i) c 212 I.B . VW.:, 01441; ou. tt, o► aT fi.. GC n s) , .C'7'.. - IEroefivi 2. j 1 r j $ t,t� �►� - c�;� _ 1 . :_. i � f = I - „. L I � Io ` ft l b .,n..,. ' I ' -y i r , 1 1 i i 1 I • • 1 T. , • ( I - i ►J R '- ..�rou ' TduS , - _ L .- , 1-� ;._z ? __l ( _164:0..)11.64 ; Uzi. i { `t :- 'ra. t . I ' . �� -r i - . /4'te a t, ' O's ?.1r+.rO - L I ' W I C -. i i , 1 P ro 1 t ip * �J 014 i 't' pJr: CDJJ t4..* 1- 01. to 4.8/47e1 L ISn/'(rt2 !H ....2 r . pre- l �. . VAII . . 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. 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 ofsketches to help you understand how the parts of the rail system come together. Picket F wvcrm fGP PAIL WELCIED PIOT1 PAL WALL M019df I swo ENiEI SLEEVE �- — 90 DEG 10P PAIL (Ram ��EP XEEVE i1ll ll I �iiMlIrj M f • Glass F ! 1� - - � � —ViELC D I30V10M I:PJL II 5 5f /8" PLAIN W A L L PD Wka 6065 f 5 r-.. rs � a / Ra %IPi' 5Ut?FAa MOUNMOUNT Ett„ ut zt &r d .I n {� i V � n K�I •( 188587Y"'�Avenue 5. \ t't' ✓V ✓ l IC (1Rit!`y.Y /1N.P,Afe) Kent, WA 98032 , Poactx Laded Psni4n f/ i p� t Raill .V� I r/GtA�M1I./UV, „ • —•.• -. •wQ+•• I 7V7F 2 ews t — • - Surface Mount4Wel'ded Picket 9,a =3 ., \� �„�, QA55RA'L y , press x to close Cable Rail _ 6 l i j rA � 3 "w. -- Return to Contents http: / /www.railpro.us /tech_notes.htm 8/5/2009 J_R_ JOHNSON, INC. TO: CITY OF TIGARD BUILDING PERMIT DEPARTMENT, COMPANY: CITY OF TIGARD, OREGON V4 t��b �� ` J 1p09 FROM: DEL STARR PSG o . 0p� DATE: 8/5/2009 I \GPI \A RE: ORCHARD PARK ARTS. 9915 SW FREWING ST. BLDG. #1 `, \` CITY OF TIGARD, THE FOLLOWING IS A SCOPE OF WORK FOR REPLACING FAILING DECK AT UNITS #7 AND # 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 SURFACE MOUNTED 42" PICKET STYLE ALUMINUM RAILING SYSTEM. IF YOU HAVE ANY QUESTIONS, PLEASE GIVE ME A CALL. (503) 240 - 3388. SINCERELY, DEL STARR 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 • �6T1A r°tia,yt _ � _ , . � ? - - r te x = . • S S S S • •RAILING SOLUTIONS? -US 0'V TRAILING SOLUTIONS Home Our Products Colors Tech Notes Receive a Quote Contact Us Contents 1. Building Codes 2. Post Attachments 3. Rail Termination 4. Fasteners 5. Glass Details 6. Glass Rail Warnings 7. Rail System Exploded Drawings 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 in 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 safe and attractive installation. .$TCrace M unt= This 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 /technotes.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. _ ,Post Termination - There 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 ARMOUR UNSDERFER ENGINEERING, INC. 13456 SE 27th PI., Suite. 200 AUE Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 q 3C9NED AMG O r� 2009 c,. OF �IGPRD LOG °\ \I G � STRUCTURAL CALCULATIONS FOR: Railing Post Connection to Wood Structure Portland, OR Client: RailPro USA 2700 NE Andresen Rd, #G2B Vancouver, WA 98661 PROFF �r� NGINEF'd 5; 73315PE 1 r e! ON . .• � y 13 D\''<,-* � u uNso 5 By EXPIRES: 06/30 /08 Bill Armour SE, SECB AUE No. 8197 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 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 ■AUE. Address: Portland, OR Date: 5/12/08 �` — 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 • — 4 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 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 ,ALPE 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 I Total Allowable Tension = 1526 lbs 10K - Adequate For Each angle Use (2) 1/4" dia x 4" lags at 3 -3/4" o/c 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 I • ilifiiiiii 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 AU �4 E./ - Address: Portland, OR Date: 5/12/08 I• 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: 3073449-4A 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 '/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 1/4" 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 1410 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 S stem Maximum Post System y to Post Inner Description Height Spacing Test Compliance (inches) inches In -fill Load Test Complied Picket Panel Insert 42" 70 7/8 " Uniform Load Test I Complied System Concentrated Load Test I Complied Note: A complete set of Test Data is provided in Appendix B. Western Railco 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. iw Reported by: -•-• Tommy Buchmann Technician, Construction Products Reviewed by: 0 - 7 - 1 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 - 11 CO I t Al . h tii . • --... --- ?4 CO 1 41?› . Fl k... ,...: -4 41 1 3 0 4 -- 1: 1500S 1500R PUNCHED POST MOUNT VV/P 5/8 SQUARE FASCIA 65-S POST 4 1/4" W/P RAIL 1500 SERIES BOTTOM SLEEVE PICKET SUPPORT LEG FACE PLATE Cl) Z . 65-S CENTER FASCIA POST PLAN VIEW 65-S CENTER FASCIA POST n m * WITH 4"x6"x1/4" FACE PLATE WITH 4"x6"x1/4" FACE PLATE g g .., Fi u, 1 b . :WF1 ' im 3 tp tn 0 n . . • 7.. 6'-1O 8 - ti < x FP, 8 IT L' ( - 1 < 1 x gg. vig rt'- °I —I il- - 7,■ 7'-1 8 - -- 1 7" 42 „ r _ CENTER TO CENTER DIMENSION INSIDE DIMENSION --"-- 3 I— li 0 ,--..... ... --4 C I I -- - C-- I I > M M - 0 "1:3 r- • • c _... ..... _ 3 .. 0 D . F - r1 m Z 0 c> 0.) . . . to a. c. , 0 "10 --t ni '-' Z c, co K r K OH > C -< Z > 42” • r..) o c, --1 F 0 z 0 • 2 F I > - 0 a 5 . Z f. g ca . . . A g - I • . Zi .. 7 '7 ' • C 1 4 • 4 • • . - • ' . • ' ' : 4 - • - .. ` . ' • 7 T .• 4 ' • Z1 O E X 7 . • • . • a 'I' • • 6 • . . . • . (1) 4 f - • ° ' 7 0 > . . ...._ 4 • .0 • • *---- . , • 4 ,i • . - —I a • • 0 m 9 11 . A . . • ' . . . . • <1 cnr m • WELDED PICKET RAILING FASCIA MOUNT 04APRIL2005 FRONT ELEVATION (E - -.,..,\._1 , 1500S OR 1500R TOP RAIL J POST MOUNT 1500 SERIES 5/8" SQUARE PICKET @ 4 -1/2" O.C. SPACING WELDED TO TOP RAIL . 65 -S FASCIA POST WITH M 4 "x6 "x1/4" FACE PLATE M H w H FACTORY PUNCHED r U WELDED PICKET a BOTTOM RAIL o I I- FASCIA SUPPORT LEG = ° w 4 "x6 "x1/4" FACE PLATE -� n z - Q ' 3/8 "0x3" ANCHORS HILTI KWIK BOLT = w 3" 0 w 0 i H .. a 0 . . . d . a a d 2 " ° a 1 j ° • ° - • • • a n a . . •WEtDED ' a - a. d 6 " FZAIUNG SYSTEM • • .6 . d d 4 d • 4 • d ° a • a d A d • • Bus.(604) 543 -7245 Web Site: www.railcraft.com TIME Fax.(604)543 -0447 42" WELDED PICKET RAILING Toll Free: 1-800- 211.4684 Email: railinfo @railcraft.com �� ®TM SYSTEM FASCIA MOUNTED I XA1LCRAFT 13272 COMBER WAY wESTEla10► CANA suRREYDA V3W ,B 9 TESTING (APRIL 2005) ALUMINUM RAILING SYSTEMS J R AILCO P SCALE 5 - /2" = 1 ' DA TE 20 APR I L2005 DRAWING NAME n Q RODUCTS LTD. ° r ORAFTPERSON JGUIANG RAIL ON 65 -S POST -TEST 1500S TOP RAIL -' 2- #10X1" STAINLESS STEEL m SCREW • ' 1500 SERIES ; `^ POST MOUNT 2000R TOP RAIL j� • --.. i 2- #8X3/4" STAINLESS STEEL SCREW --111141k— le 11116:S FASCIA POST 5/8" SQUARE) /J FULL WELD ON BOTH SIDES 4 "x6 "x1/4" c, ow FASCIA FACE PLATE WITH 4 - 7/16 "0 NOTE: SCREW HOLES • POST FULL WELD TO FASCIA FACE PLATE C9 • C• Bus.(604) 543-7245 Web Site: www.railcraft.com TITLE POST MOUNT ASSEMBLY Fax.(604) 5434447 Emaii: railinfo @railoraficom M Toll Free: lsoo- 2114ss4 FASCIA MOUNTED 13272 COMBER WAY R.AI LC RAFT III STERN SURREC. CANADA V3W Y 5V TESTING (APRIL 2005) ALUMINUM RAI SYSTEMS N R l EE A ®L C® P RODUCTS LTD • SCALE 5-1/2" = DRAW ING NAME 1' DATE 20APRIL2005 o DRAFTPERSON JGUIANG RAIL ON 65 -S POST -TEST 2.00 , . 1.86 1.7 ,,- .. . ( . a s i_ I ,— O ' • --.. I ____----. 0 . COI / 1 :I- -- ,— • 0 : : 0 1 . !lb _ j •.r7 ! 1 . , . , --- : , , i •: 1 . -- bb - 0.25 -.1 . 1 ÷ 411 S L----- Ti 1 --64--- 0.37 'SO. 0 77 11 --01.4-4--------i--.61-- . ! . --41.--: 0.93 .- . .-A-0:::*plaw ,, :. -::':. ' . .,.::::::A:1' • . ..:::::_, • •:::' , :: . A . :1 - •"::::',"r1= ., ''',;:! -...:::'- ''-;.- 4" , .,:_gl.t':•':::.7':•1i:,i'i:,-,ci , .:2" , ::: : ;' . 40 , k ,'- 'f4 ,' ,'Y' - -.'' . 3`::::: .' 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DRAWN ; JGUIANG ! 20SEPTD4 DATE DRAWN: TI OLERANCES: ' R.IN:ILCRAFT1 FRACTIONAL ; CHECKED i 1 ANGULAR: MACH! BEND ± : ENG APPR., KEN BOYCE I 20SEPT04 : DwG, NO ; ■ .1 TWO PLACE DECMAL ± i ALUMINUM RAILING SYSTEMS ! THREE PLACE DECMAL t : mfG APPR.! 1 i 2000S (SQUARE SERIES ) 1,-......... INTERPRET GEOMETRIC ID*. : TOP RAIL .• 13272 comb, w ! TOLERANCING PER: ! I WESTERN S PROPRIETARY AND CONFIDENTIAL - -- -- ------ .• jPS torlodo. V3W .5V91 MATERIAL ALLOY AND TEMPER 6063-7 ! THE IN1-0RmATON COsIAINED IN THIS DRAwING : SIT. , DWG. NO. RE'.. .:rt AILCO , 1 IS THE SOLE PR CF O'ERTY RA TCRAFT WESTERN I FINISH MEL FINE-I • A, 1 RAILCO PRODUCTS LTD.). ANY REPRODUCTION 1 P RODUCTS ■ ' - . IN PAR1 CR AS A WHO_E WRHOI: THE WRIT1 EN ' ! L TD. i SOLID WORKS 2304 • PERM5SION OF RE.acRAn IwE.57ERN RAILCO ' 1 PRODUCTS LTD.)LS PROHIBITED . 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I FRONT VIEW Lf) 10 T ...,,_ , ,.. 11 , 0 . I 1 i • :,,, • t ,1 (ENLARGED) V . i: - i I LO (NI —. " 121 0.688 --61"--1 0 0 —"N ----- 0.973 ---- • NOTE:. = - PUNCHED HOLE SIZE = 0.6875" , -,,..: INSIDE DIMENSION = 3-7/8" --- • .. -.,,,..,,,,v--,,,,...,:•-• . • CENTER TO CENTER DIMENSION = 4-1/2 _..,:' -- --.:.n_i- , ::,„.,. Atiq.:::,4; :' v• ' , -,,,,.. . , : • , •;• . • ....'"' 3.875" ,,,,t,:ir,, -,-- ... , ."- ,..4 , .. , •,-4 ,, . , - . .. fl '•:,:„':"":-'i.", = 4 ; : "- : •' , •-„, '4.,:iq:r.;::;.., • .' . - '',., .,-:4: , ..• . 4.. •1:1'..;Y:WP ' . - • • "C= .. , ,., • ,:;1:;;;',.''':!i:rb, .' " - ISOMETRIC VIEW IS ,, -:-:'•••• • ,, .,,.• ', 3.. . ' ;''T-:,04,1f#.tiW - ."' " • , • ">;-., 1 r INIMMINIIMIIII • '''*'W''''' " -, ' . i ... - • , . • ,.. ACTUAL SIZE UNLESS OTHERWISE SPECIFIED: NAME 1 DATE DATE DRAWN: 15 APRIL 2005 41 0".."2"1446 %. . O DIMENSIONS ARE IN INCHES , DRAWN ; JGUIANG ISAPROS : : TOLERACES: 1 : KEN F. BOYCE I 15APRO5 : D NO. RAILCRAFT FRACTIONAL:. , ANGULAR: N MACHt BEND ± CHECKED , r ENG APPR. I . PUNCHED : TWO PLACE DECIMAL i h,iaATPR.: i ! WELDED PICKET CHANNEL I 1 ALUMINUM RAILING SYSTEMS ! THREE PLACE DECIMAL ± ' i Nie■swo■dr . .1 INTERPRET GEOM.TRIC OA. I I • • . BOTTOM RAIL 1 inf ,c.„..... 13272 Cornba Way! TOLERANCING PER: ---, : ES T ERN Surrey. EeitishCoiurnbio ;-- ; PROPRIETARY AND CONFIDENTIAL ,.._ ' I R Canada, V3W Wei MATERIAL SWF. CHANNEL ; THE INFORMATON CONTAINED IN THIS DRAWING ! SIZE DWG NO K - 1 AILCO I ; IS THE SOLE PROPERTY CF RAII.C.RAET ( RN : ' 0 WESTE A : I RAIICO PRODUCIS ITN. ANT REPR REPRODUCTION ' ! FINISH MILL FINISH ; IN PART CR AS A WHOLE WITHOUT THE WRITTEN I , ; P RODUCTS L TD SOLIDWORKS 2004 I PERMISSION OF RAILCRA FT WESTERN RAIICO • ■ PRODUCTS LTD.)IS PROHIBITED. : SCAIE:1 I WEIGHT. i SHEET 1 OF 1 • _ ,....: ...._ . DRILL HOLE THROUGH IN THIS DIRECTION . co 0.563 : ia, 1..0 0 .1- 0 0 I -.1- CD c0 o . i • . . N•sai I • 1 1 --- A -j---1 1 1 0.050 I + CN • -- la s— i -' --- i ! solli■ummumin, _r_____ ...-., 1 r ....... — .• A i .. - 480 _L lio . --- 4 , - - , - .• . i u-.) .• .• .• : 0.834 -- -- :• . --0 -- ' to .• • • FRONT VIEW 6 SIDE VIEW • 1.030 a .• .• DRILL HOLE THROUGH IN THIS DIRECTION • , ,, :, 0 r 00 3.123 • co o —121-1 ....._...,.... • .,c, -..: ... i • I III 1 IrIl II I I W T III II .., 4 ..,,, .....•••...5„,,,,,„„,;,,,,„, ,,„:,. : pp. =--::. • . .. ..,-,-•:.,-",:',..,-,:,:. sir ii willir III Ul I I Ul 1 ill ill IS I I j gu I II L :,......,... .• 1.283 -10-] L 0.250 2.623 ISOMETRIC TOP VIEW DRAWING — UN LESS .... - LESS OTHERWISE SPECIFIED : NAME DATE ' : @ TM' i DRAWN I JGLIIANG i 1 DIMENSIONS ARE- IN INCHErS 1 21 DATE DRAWN: . ! TOLERANCES: : ' 1 20CTD4 1 DwG. No (RAI LCRAF T i ERA CTIONA L± CHECKEO KEN F. BOYCE 1 , , I ANGULAR: MACH± BENDS I ENG APPR. ' I --i TWO PLSCE DEC MA l S . . I ALUMINUM RAILING SYSTEMS I THREE PLACE DECMAL r 1 MFG APPR.( ( 4 ' 2000 SERIES POST MOUNT .......-4, INTERPRET GEOMETRIC i GA .• .• 10LERANCING PER: W ESTERN s.4.72.Cts7bp17.!,"'--- PROPRIETARY AND CONFIDENTIAL I- . ..-4" : ! •.% Lona2^5. V3W 5II?91 MATERIEL ALLOY P. TEMPER0 1(.0-75 i THE INFORMATION CONTAINED IN THIS SIZE DwG. NO REV. DRAWING I 1 n AILCO i--- -- LS FINISH MILL FINISH THE SOLE PRCPERTY CP RAILGRAFT (WESTERN . A i 28-01 i 0 • kAll_CO PRODUCIS LTD ). ANY REPRODUCTION I 1 IN PART CP AS A WHOLE WrIHOJI THE WRFTEN i !P RODUCTS LTD-1 SOLID WORKS 2004 PERM550N OF RAILCRAFT (WESTERN RAILCO t i . . PRODUCTS LTD.)IS PROH13(TED, : SCALE.1:1 WEIGHT, SHEET I Oi I r --------- --'-------- ------------- ----------- ---'--- —, i i ,. ! | ' i | it | | | | � | '' --V''' 1 ' . Oi '4N.5;'i t t ! - 1 ��� i ! / ! | ' ! i ° | / | • / 'i..' i � • • `� ` _- • ' ! • • / | • � | . . • ' `. 1, • Lo N . | | ry o` ' ! `n c� ' �[).[]7� � ' • � —_ - � • • � i / . �� . � ' i ` � Y ,/' -m L '` • /' .- _ - • / ' ' � ! / � | ��\ ~ O.]�� ��' � v i N _ �~�*____ 0 '� .� . • | • . " ISOMETRIC VIEW | ~ ! • | { ! ' • • DATE DRAWN: 27 OCTOBER 2004 . I ANGULAR: MACH: BEND: : ENG ARM! . ; I ALUMINUM RAILING SYSTEMS , THREE PLACE DE-CN.AL i t___ Ill■air .._ j INTERPRET GEOMETRIC ' O.A. WITH MID SUPPORT . 1 , a , , c o , ber "1 TOLERANCING PER: , i VV ES TERN sumey. British coiurnbio ; 1 PROPRIETARY AND CONFIDENTIAL ! I M Conoco. v3W 5V9I WOEFUL Alloy & TEmpm, 6035A 46 • THE INFORmATON CONTAINED !N THIS DRAwiNG . _ • 6.00 ita.-- ; • • 1/40 FILLET CORNERS • • - I • ± . , . •, . . 1 0 0 0.33 0 ■INIS (1)0.64 — — i 1 . . 4.00 • . . • . ; . : . . • . . i ! . , . . . . ._. _ .• 1 1 .• ! 4- ± .• .• TOP VIEW • • . • . : 1 T . , • . , 0.25 • • 1 I • I i A . SIDE VIEW ,.. • .• _ 1 UNLESS OTHERWISE SPECIFIED% ; NAME DATE . • @TM:" '--• DATE DRAWN: , DIMENSIONS ARE N INCHES . DRAWN : JGUIANG 20A UGO4 i TOLERANCES: . , - - — ....• RAII_CRAFT FARN,.=.ti.Aci,, END • ! E C N H G EC A LEO . : STEVE WEI 20AUGO4 DWG. NO , TWO PLACE DEC MAL • • : 4"x6" FASCIA FACE PLATE ALUMINUM RAILING SYSTEMS 1 THREE PLACE DECMAL :1- 1 MFG APPR.: NmoNM■g I INTERPRET GE-OMF.IRIC WITH COUNTERSUNK HOLES ---___. TOLERANCING PER; WESTERN 13272 Comber Woy I Surrey. British Colvmbic t— : PROPRIETARY AND CONFIDENTIAL . i ..., Coo. '13w 5v9: MATERIAL ' THE INF05/v1AION CONTAEED IN THIS DRAwANG 52E i DWG NO i REV. I K AILCO , IS1HE sou PR Y or- OPERT RAILCRAFT ;WESTERN RAIL CO PRODDGTS LTD.) ANY REPRODUCTION DUCTN A , i 0 FINISH i . - . _ SOLIDWORKS 2304 , IN FART CR AS A WHOLE WITHOUT THE WRFTEN P RODUCTS L TD PERMISSION O'' RAILCRAFT (WESTERN PALCO • ! PRODUCTS LTD.)!S PROHIBRED ■ SCALE:1:1 i WEIGHT: i SIEE1 I OF 1 I — -- ----I--- --j 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 10116 in. In -fill Load (1sq.ft.) 0.56 kN 125 lbs I 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: + 781IIbs I yes 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: ( 781IIbs I yes I 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 I yes I 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: . . in. 2.75 I yes I Defl'n at Recovery: IMMO in. Factored (Proof) Load: MEM= lbs yes Max. Load to Failure: . lbs Maximum Permissible Span (in): 72.00 e Note: Failure occurred at the tension side of the post to baseplate connection. STRUCTURAL NOTES ' GENERAL �� PROF fj 1. These notes set minimum standards for construction. The drawings govern over these � � ., � . notes to the extent shown. Notify Lewis & Van Vleet Inc. Engineers (LVI) of any \` `'r) . 15,i ` C discrepancies prior beginning discre ancies rior to be innin Work. �'-� i�,. 2. These drawings have been prepared solely for use in construction o f the Center Plaza ` C .�p09 lt/ Apartments deck repair project located in Tigard, Oregon. Possession of these ° drawings does not grant license to construct or fabricate the whole or parts of this W- -�j ®� -v 3 ti ° �, ,, E yo project in other locations. / �V I� Gp8D AMES 3. The contractor shall verify all dimensions and conditions on drawings and in field. Cie" ION�.5�® Notify engineer of any discrepancies. 4. The contractor shall be responsible for providing all temporary support prior to BOL ®1N I EXPIRES 12 -31 -2010 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. 1 5. Where reference is made to ACI, AISC, ASTM, or other standards or codes, the latest ' edition shall apply. �Q \~ 6. Inspection and or job supervision is not provided by LVI. 7. All Work shall be in strict compliance With the latest edition of the International d' • Q Building Code (IBC) and all other state and local codes which apply �Q \�Q V" \ S ,�� DESIGN CRITERIA , "\' K) 'c' �`Q / LEWIS 6 pQ � . P Q.� , \`' - �,o ti'oq , ' 4 1. Gravity Loads: �Q Q ? �O a. Dead Load 10 psf Q 'c' "Q �' b. Floor Load 40 psf BUILDING #1 ` .? \ P' �O \ ��� � ` ,, O ' o V I , ,' I q� / % ' ,q VAN VLEET BUILI�INCs #2 WOOD FRAMING ` ``/ � O N ? ). � , CON 5IJ x \ ` ' / / j , ENGINEERS - 1. All lumber to be species and minimum grades as follows (unless otherwise noted '� ' ` Q s `.� \ `� � '� �� -.9:, .� - y; in drawings: PQ D�Q ` ' �,� 'd -g - - , a. Joists P.T. Douglas Fir #2 J ,`, ' Y.v4, ,' C/ �p�S� b. Beams, 4x and larger P.T. Douglas Fir #2 '' Q ` . v , i 4� c. Bucks, blocking, bridging & misc. P.T. Douglas Fir #3 V's �` \ - O ? 6 ' �` d. Sills, ledgers, plates, etc. P.T. Douglas Fir #2 � �� 4 � ' �/� ?j e. Decking Cedar or other wood resistant to tt ,' ,� decay ( \/ 1``T� ` v ,V 2. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless JQ �\, `'Q ./ �© noted otherwise in drawings or manufacturer's literature. Use largest nail size ..',' • indicated in manufacturer's literature. .2 ` p Q (0�� ...., ®® r� `� � Z 3. All bolt heads and nuts bearing on Wood to be provided with a Washer. Q 0 r�"' 4. All fasteners (hangers, clips, screws, nails, bolts, Washers etc.) in contact with ,<, '�' ' . r --, •�• , APT• }- 1 • pressure treated or fire treated Wood to be stainless steel or hot dipped galvanized �Q\ P at$ ' r--, AP�(, ;A3 ‘, P }" material. Do not mix stainless steel and galvanized steel in the same connection. �Q 0 ? -r,,D�P 1 ; 33 ,' �P 1 �� 5. All nailing to be per IBC Table 2304.9.1. Obtain engineer's prior approval for all , Q ' � ' Q ., ' FT ......1- ∎ -0 , uP A`PT Y proprietary nailing or stapling systems. ry�'� , ,A,'P T • %A 3c, 1 3 ■ uP ' \ i : ; • ' 6. All nails to be common wire unless noted otherwise. Staples are not an acceptable , N• (� '1Q (/� substitute without Engine prior written approval. Minimum nail diameters are as ' ��� � 1 •' � ,� �P ' uP � � e l. � P ' r ;,A3� " �� 3 ', p1�• 0- , 4� 3 ' p ow faollow8d = 131" UP , t ,,r ' ^ , 42 �, ' , 4 O , p S 4, p N, • Z b. 10d = 148" p,PT:,A� ,� 4 ■ p C�>�• BUILDING #3 1 c. 12d = .148" 4 8 , 4(0 t p rl• 1. _ _ i d. 16d = .162" PS' S. p `- _ _ L t " e. 20d = .192" THESE DECKS TO HAVE DECKING AND V_ !L 7. Cutting and notching of joists is not permitted without engineer's prior approval. One RAILINGS REPLACED ONLY uV inch diameter holes may be drilled in the center 1/3 /3 of the member depth, but all other PROVIDE BLOCKING PER DETAIL- ga \ l. holes to be approved prior to drilling. 4/S AT RAIL POST STRUCTURAL AND MISCELLANEOUS STEEL COMPLEX KEY I LAIC OM 7J1.7' IA 3H1 o 011112 s tt'LAN 1 �� = 40'-0" ••� 1. Detailing, fabrication and erection of steel to conform to the Steel Construction 'm"° Manual of the AISC. 2. All steel to be A36 except as noted. S'l 3. Unless noted otherwise, all bolts to be A307 for anchor bolts and connections to BUILDING # PERMITS Wood. All steel and bolts in contact with pressure treated wood to be hot dipped galvanized. ccW) PROP , ,. ,4, , 1 N F , 15P9 l :ft. if ,..f s 1- • �/ 'JAMES I EXPIRES 12 -31 -2010 I - NEW 2X4 OR 2X6 DECKING NEW 2X4 OR 2X6 DECKING , //:////, 117/1!//' -'T / / /F./V/ //, I . I I I LEWIS & 11 I' I LINE OF NEW DECK ABOVE - 4 I I I S -4 ' O.H. II MATCH EXISTING NEW 4 X 8 BLOCKING AT DIMENSIONS , ® NEW GUARDRAIL POSTS VAN V L E ET Q I G CONSIJ ERR g \ 6% O , � CO ENGI ENGINEERS NEW 18 X 18" X 12" FOOTING X co P ' IN I - SAWCUT EXISTING SLAB ' 9 , t N 0_ ■ r AS REQUIRED �4 �p i -..u.r., --[ --1 ! 2 NMI _ _l_____ _ _ _ _ _ --1- _ - 1\_ I F- o - °- i' _ J © NEW P.T 4X8 NEW P.T. 4X4 WI e POST EXTENDS TO 9' - 1/2" 1 3/4" 9' -8 1/2" /FNEWO:TP1 3/4 " u � BOTTOM OF DECK 10'-0" NEW P.T. 4X4 POST EXTENDS TO .T. 4X4 WI BOTTOM OF DECK EXTENDS TO 1 BOTTOM OF DECK 1. mmil 2 c,,.. uu NKO 2 W m 9L.Y wow' TYPICAL BECK FOUNDATION PLAN 0 TYPICAL DECK FRAMING PLAN NO • • 1/2" = 1'100 1/2 = 1 S-2 . , . 1 „_,A _ -\V PROFF - S G1 N F L • !Iv • . w 1 5,099 • 9 REVISIONS 9 9N 'P ' 3 15/16 MAX. CLR. � B EHIND SIDING ABOVE 1 } • 23. u (/ AMES I EXPIRES 12 - 31 - 2010 I PROPRIETARY ALUMINUM GUARDRAIL SYSTEM - ANCHOR TO PERIMETER FRAMING OF DECKS / / - DESIGN TOP RAIL FOR 200 LB. HORI7. LOAD AT ANY POINT - DESIGN INTERMEDIATE MEMBERS FOR 50 LB. FORCE APPLIED ON I SQ. FOOT AREA - PROVIDE INSTALL CONTINUOUS 3 la ADDITIONAL BLOCKING AS H PREFINISHED FLASHING 1 1/Y LEWIS & REQUIRED BY RAIL H " MANUFACTURER X NEW LEDGER -DO NOT 4 NAIL DECK BOARDS >'' TN THRU FLASHING TO LEDGER VAN VLEET CONSULTING ENGINEERS A EXISTING BLOCKOUT 1 = p' a e. DECKING PER PLAN W/ C3 ) IN SIDING FOR NEW to #8 X 3" DECK SCREWS TO LEDGER EACH JOIST (16 O.G.) � ' "ICE -DAM" 1/2 r... 1 1 II A► FLASHING MEMBRANE rr ! - EXTEND UP BEHIND „,,..,,i, SIDING ABOVE AND of r, Mb LAP OVER SIDING 1 7" �'�► MOLD BELOW DECK i-a NEW SIMPSON ACE4 POST NEW JOISTS PER FRAMING i CAPS AT EACH POST PLANS IN SIMPSON LU26 HANGERS EXISTING APT. BLDG. STRUCTURE u I BEAM PER PLAN NEW P.T. 2X10 LEDGER WITH C3) 0 10 X ill 3" SCREWS TO RIM JOIST AT 16" O.G. - IL I\ ,? MATCH DEPTH OF EXISTING BLOCKOUT NEW P.T. 4X4 POST PER PLAN IN VINYL SIDING Tn. N n 3 1/2" 1 1 Iv • Y INSTALL CONTINUOUS PREFINISHED FLASHING 1/2' �I1 4 _ UNDER LEDGER AND OVER SIDING BELOW V f E Y Elm JILT 1ri. 0 yT 1 °/ DECK SECTIO . : eY I 1 ~/ 1 JUU - 1 - 11 CIO 5-3 �`,,c0 PROp , • a G IN.8 p N. •_ 15 , 0 99 9, a"9°Pa I 1' E • � 23, ' .. � 1` 'JAMES N... I EXPIRES 12 -31 -2010 I PROPRIETARY ALUMINUM GUARDRAIL SYSTEM - ANCHOR TO PERIMETER ;, 4111. . • FRAMING OF DECKS - DESIGN TOP RAIL FOR - - Al ., � . 200 LB. HORIZ. LOAD AT : �ifM• ANY POINT - DESIGN .. -: : `' INTERMEDIATE MEMBERS .: ....,:.: 01 FOR 50 L8. FORGE • • : . r APPLIED ON 1 SQ. FOOT AREA - PROVIDE': LEWIS & ADDITIONAL BLOCKING AS REQUIRED BY RAIL MANUFACTURER . ', ••• ••• . • - - ... VAN " PL" "N CONSULTING ENGINEERS boa 11� EN NEW P.T. 4X4 POST NEW CONCRETE FOOTING �+ DECKING PER PLAN sI EACH - SAWCUT AND REMOVE END OF F B B LOCKING EXISTING SLAB AS I SIMPSON A1544 POST REQUIRED WITH 1/2" DIA. X 4 EXISTING SLAB is. SIMPSON WEDGE ANCHOR �� TO FOOTING K L N I <\\ /\\ \• . _� ��� at BEAM PER PLAN UL /\ A � '� • , (2) 0 3 EACH a SIMPSON HTP31Z lik-- NEW JOISTS PER FRAMING 'Tp > • o u 4 WAY STRAP TOP AND PLANS 1 B lt TM. OF LK G. 3" C 4 X 8 BLOCKING WITH Cl-R. R. A . Z B -\ \ 9 q SECTION t l a-- " " Q, I\ —�'' 6" OF GUARDRAIL POST NEW P.T. 4X4 POST PER PLAN BASE ANCHORAGE - NOT 18" SQ. 1 , REQUIRED WHERE GUARDRAIL / / 1 1 k2 TURNS 10 DEGREE CORNER t_ vi illy 4 DECK AT GUARDRAIL. POST 5 TYF. FOOTING SECTION AUG22 -8 1 = 11-011 om ur a aw+ 1" i '- " �ll � nomo ono -4 MET NO s