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Specifications E CEVEI AUG 0 5 2009 J. R. JOHNSON INC_ CITY OF TIGARD BUILDING DIVISION 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- #3 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. Approved..,, • . NC S A SCOPE OF WORK FOR REPAIRING FAILING DOUBLE DECK AT UNITS #37/39, Conditionally Approved #41/43, AN� #4;•/47 AT ORCHARD PARK APTS. - MOM See Letter to: Follow...• A EMOVE AND DISPOSE OF THE EXISTING DECK BOARDS, RAILINGS, AND Permit Nu ber. di° .>EPAARATION WALL. THE DECK FRAMING WILL REMAIN. Add • 1112•�, • _NIS H AND INSTALL NEW 1 1/8" PLYWOOD DECKING AND PERIMETER FLASHINGS- By: 4 �s Date: s ntal' ' APPLY MINIMUM 3 - COAT ELASTOMERIC DECK COATING SYSTEM (NEOGARD: SEE ATTACHED SPECS). ®EFICE COPY RAILING SYSTEM. INSTALL AND INSTALL I N UM ADDITIONAL BLOCKING AS REQUIRED BY RAILING MANUFACTURER FOR RAILING ATTACHMENT. 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 ® - '+TM }t 1441 6 -�' �� -� r F = • • • • • • ORAILING SOLUTIONS F GU r TO A,.. ' LING SOLUTIONS Hone Our Product Colors Tech Notes Receive a Quote Contact Us l4 Contents RECEIVED 1. Building Codes 2. Post Attachments AUG 3. Rail Termination U 0 5 2009 4. Fasteners 5. Glass Details CITY OF TIGARD 6. Glass Rail Warnings BUILDING DIVISION 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. COurfa`ce_Mnu`ntT. 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. asciapcdount.�bis 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 conies 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. C "Post There may he 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 conies 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 1• 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 t- 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 come together. Picket Rail a,irMu, � nue ! .. at- OKfSfw /Wit ° • rIu�l / � �`' 11 11 • ■ `li` III ; 3 ..,lall(''I I . I1 . MAP r ) a/, F, t � . ,a:,� mani — 11 Glass Rail I •/- v i'°uua Op({..{[Yea '' eR[31C1 I r ,,......e< • ._.,,,, I ■ .Z .%,,,i < . . , , , . . I fr , \ ..r e mu. .KZ nA% I 1 n/31 e J L— _ __ i (RailPrO 1 rmou mane I = `° Ra17Prq� ' afrr� -- °�^ = aissest. . , .'tip : ; a.nssnon ":940:2..., -d f- Cable Rail r =_:, ,,,_ 11 - \ _ Q ) kRa2 .5,‘‘, .7:7. i 0 --- 1 Return to Contents http: / /www.railpro.us /tech_notes.htm 8/5/2009 RailPro - Custom Railing Solutions - Tech Notes Page 4 of 4 COPYRIGHT B 2009 RAILPRO. ALL RIGHTS RESERVED. http: / /www.railpro.us /tech_notes.htm 8/5/2009 Rai /Pro • • • • • •• RAJuNGSOLUTIONS Tech Bulletin Mounting to Waterproof Decks Mounting the rail — We believe that the most important element in preventing water infiltration is securing the railing to a solid surface. The system is only as good as what we mount to. For example, when we mount our post onto concrete and apply a standard load to the top of the post there is virtually no deflection. Structurally the post is solid. This means that if the post is mounting on a deck, any load applied to the post is transferred directly to the connection to the deck. If there is inadequate blocking then there will be flexing at that connection and you have the possibility of breaking any /all the seals. Screws — We typically use a #14 x 3" stainless steel pan head square drive screw. We believe that one of the most important prevention steps is the mounting of the railing into 3" of solid blocking. Without solid blocking, all other waterproofing steps can be rendered worthless as all of these depend on maintaining a seal. If the base plate is not securely anchored to prevent any "rocking ", that seal has a much higher possibility of being broken Screw Caulking — The holes for the screws are predrilled with a 3/16" drill bit to about 2" in depth. We then dip the screw into polyurethane sealant filling the threads with sealant before installing the screws. This provides more seal between the wood and screw threads. It also fills the hole in the base plate with sealant and seals around the top shank of the screw and screw head. Washer /Gasket — We use a special stainless steel washer that has a bit of a crown at the hole. There is neoprene that is adhered to one side of this washer. It is placed on the screw and as the screw is cinched down this washer flattens out and forms a seal. Base Plate Gasket — We use an EPDM gasket under the base plate. This gasket is sized to be 1/8" less than the base plate. This under sizing provides a "channel" under the base plate to act a "key" if you choose to apply sealant around the base plate. The gasket also provides additional sealing around the screw. For the slope of the waterproof deck, we have a special wedge shape gasket that will adjust for a ' /a" per foot slope. This eliminates the use of any shims to level the post. The gaskets work best on a smoother surface like metal flashing or a nontextured waterproof surface where compressing the gasket will fill in voids. Base Plate Caulking — Typically we do not caulk around the base plate as we believe that the steps taken above provide adequate protection. In addition if some how moisture did make it below the base plate, a bead of caulk would seal in the moisture. Sealed moisture is the worst condition you could create regarding structural damage. Mounting pedestal — An additional safety option is to use a ' /2" composite board pedestal base under the base plate and gasket. In the best situation, this is applied to the deck surface at the post position before the final coat of waterproofing. The bottom is covered with polyurethane and it is adhered to the deck surface. It is then drilled for the screws and you create a "sandwich" of post base, gasket, composite pedestal, polyurethane and deck coating. What this creates is a raised platform for the base plate so that water running by will not pool around the base plate. RailPro, 18856 72 Ave S., Kent, WA 98032 425 - 251 -5958 Fax 425 - 251 -6069 VtLtE,I2' PICKET MIL TOP MIL tsy WALL MOUNT CN1tI? 5,EhVE Ad 90 MG. TOP MIL I , I.1�I 1, , COPNp 5..VE 1I,;� , 1 4ir. -' 011111111111 100.4. . \AtL.P [2 C3OTTOM I.AIL 4 ) WALL MOUNT I 9/ 8" PLAIN rASCI A 1051' //Pre) ; Alai 6 a c FASCIA MOUNT Xtr�uded Alumiru,rm •••••• RAIUNG 17urabie 18856 72ND Avenue S. � � PICKT C 1`�IGLYCII>YL 150CYANRA) Kent, WA 98032 Powder Coated finish // 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 s e PRO/'FS LNGI J 73315PE r t. ON 44 4) 44/J 13 P UNSO 510214 By EXPIRES: 06/30/08 gill 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 • $ Lag Fastener 4.375 inch • • a — N wood 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 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 ( 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 10K - Angle is Adequate Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614-0 I. Project: Railing Post Connection to Wood Structure Pg. No: R 2 � E / Address: Portland, OR Date: 5/12/08 M 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 % 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 A" stainless steel screws. The Top Rail is then fastened to the Post with 2410 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 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 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. 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) 117A1 O_o�� • A 7 23 ki rn K. -',,' Ni... 6::;) J ( r O 1 1 ::1 " 1500S 1500R PUNCHED POST MOUNT W/P 5B' SQUARE FASCIA C ® rn W/P RAIL 1500 SERIES BOTTOM SLEEVE PICKET SUPPORT LEG 65 -S POST FACE " PLATE C CI) OM Z . 65 -S CENTER FASCIA POST PLAN VIEW 65-S CENTER FASCIA POST v+ 3 WITH 4"x6 "x114" FACE PLATE WITH 4 "x6 "x114" FACE PLATE o� Q N y rill! h o 5 4 K A v m- a g 6' -1 p8" gn -DC 3 7. - 17" ( i :0 m r4 8 a J -1 U3 N -- 42° CENTER TO CENTER DIMENSION INSIDE DIMENSION 3 r ,— n D mm Z F D 0 0 ° 0 . ° a 0 C.71 O -D 0 —I D C o Z 42" o r— crl m o Z G) ' F 70 0 O c D Z y 3 01 3 z olos Cn in 3 r ' l/l A a d . d a d v • .. d • a. D o o d Q Q r a • Q . o o .• • a Z T • Q _ • • m 14 co D o d • vd 4 v D d 4 WELDED PICKET RAILING FASCIA MOUNT 04APRIL2005 FRONT ELEVATION 1500S OR 1500R • TOP RAIL . pr-- um J . al 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 I'! / _ / 0 w 1- FACTORY PUNCHED r-1 U WELDED PICKET a BOTTOM RAIL b Lo I FASCIA SUPPORT LEG = in' 0 w - 4 "x6 "x1/4" FACE PLATE -1 ii Q 3/8 "0x3" ANCHORS HILTI KWIK BOLT z w 3" 0 > I w 0 i 1- co 0 4 d . d . v d . d v d 4 2" d v a • .o' d • •v D d • a d lI!i11 =ii • I . . Z. d T • - WELDED P P CKZ a . d . - . RAILENG SYSTEM - a •• • • L • d d • • d v v� • .d al v d a ,�� —E d v • o d w , z . w d e ax.'; Web Site:www.ralhaft.com TITLE 42" WELDED PICKET RAILING Toll Free. 1- B00- 2114884 Email: railinfo @railcraft.com r ®TM WESTERN 13272 COMBER WAY SYSTEM FASCIA MOUNTED RAI LC RAFT suREY•B.c. 9 TESTING ( APRIL 2005) o CANADA V3W SV ALUMINUM RAILING SYSTEMS J R AILCO P SCALE 5 -1/2" = 1' DATE 20APR IL2005 DRAWING NAME Q RODUCTS LTD. • DRAM-PERSON JGUTANG RAIL ON 65 -S POST -TEST 1500S TOP RAIL 2- #10X1" � STAINLESS STEEL m SCREW -. '' 1500 SERIES r t POST MOUNT 2000R TOP RAIL j� 2- #8X3/4" STAINLESS STEEL I S CR E W ��T► I IIIIIIIII 11 65 -S FASCIA POST (1 -5/8" SQUARE) FULL WELD ON LII / BOTH SIDES 4 "x6 "x1/4" c Ile FASCIA FACE PLATE WITH 4 - 7/16 "0 NOTE: SCREW HOLES POST FULL WELD TO FASCIA FACE PLATE • Bus.(604 ) 543 -7245 Web Site: www. railcratt.com TITLE POST MOUNT ASSEMBLY Fax.(604) 543 -4447 Email: railinfo@railcraft . com Toll Free: 1 -800- 211 -4884 ®7M . FASCIA MOUNTED RAI LC RAFT 13272 COMBER WAY T RN 5uRREI,B.C. TESTING (APRIL 2005) o II( / G/1 /! CANADA V3W 5V9 t ALUMINUM RAILING SYSTEMS csj N J R AILCo Q. SCALE 5-1/2" = DRAWING NAME 1 DATE 20AP R I L2005 A o P R®®UCTS LTD, DRAFTPERSON JGUIANG RAIL ON 65 -S POST -TEST �0 �. 1---42 rot— 1.86 ,...... 0 ,... ] ` { �' /' ` | | ' | • �� | i -l- �/ ` | ! | -�' • � . ' | T / / � ----- --- CO | ~ � ' 0, ' c* -- i � o� -- c] i | o` ' -� ' [} �� / ' r� ' | "/ / `' 1(- c� � | � Y � / / || / � � / . � !! T • ~'^ � | • | | | .. . � �� O.�� | O.�7 ' ! n(\ - — / r`~ | D . I 1 -. ÷ ! ! i ' ' • ' i , >• ~= ! | / • • --:'''' .• | ! • / ! • • | • . viii: . .• 4,40' • . . • • " UNLESS OTHERWISE SPECIFIED:. NAME i DATE ; , � | 7 , DATE DRAWN: / / ^ • TOLERANCES: • • ALUMINUM RAILING SYSTEMS ! THREE PLACE DECIMAL t : MfG APPR.! ' I i 2000S (SQUARE) SERIES • i am. ,_sn000, v3 5VR1 MATERIAL ALLOY AND TEMPEL 6963-T ; THE UM' ORM ON CO IN TH * DRAWING i SEE : DwG. NO. , rt AILCO ; FINISH MILL FINS'? RA PLC° PRODUCTS LTD.). ANY REPROACTION I 1, -.i IN PART CR AS A WHOLE WITHOUT THE WRITTEN . • r S : PRODUCT'S LTD(L! PROHIBITED. . r -------'�� -- ------��--� 2.24 2.10 ' � ° ��. ' . -------- N;) � ,. . | ' � `�� — -- | ' ' ' rv . . | ( ' --- L— � {] r•-.. -- �� ' � 0 0 ��l '^' ,t- __ _- v7 . / qk I / • [/ . i - ' � . 1 ^ • | | | 0.27 - 0 ' ~' 3g U /� . ! --**i 0.85 ` . � • ! i ! � • • ' �, _ '�� \ j,..D , ,,-.41 . . t......?>,..„... „--•. ,.- •-• ; , | ..----; ! `�� / � , / | ' / ' • ) | I UNLESS OTHERWISE SPECIFIED1 : NAME 1 DATE : . ( D M' , DIMENSIONS ARE IN INCHES ! DRAWN ' JGUIA NG I 20SEPT04 : _ .: ` • 200OR (ROUND) SERIES .• ALUMINUM RAILING SYSTEMS i THREE PLACE DECMAL I ! MFG APPR.: ! W 13272 Comber Way [ I PROPRIETARY AND CONFIDENTIAL , Concoo, V3w 5V9. MATERIAL ALLOT S. 1EMPER 6563-T : T)-E INFORMATION CONTAINED IN THIS DP.A WIJG , .....0. 1.312 _.0.1 r-, co co cp- 1--ine- 1.212 ------ o — <1' 66 ..----7--1 063 i F it__ M_ li_PMIBIIIIIPIIIIIIIIIIIIIIIIII _ i 0 . . Lf) T 11,, 6 , R0.033 - Lo 1, 1 FRONT VIEW : p i 1 .., , (ENLARGED) ... .• c) . 1 C.) I . if) : CN o CY --.0 0.973 • NOTE: • PUNCHED HOLE SIZE = 0.6875" . ..-.--.••,, •.:4:-,: -;,. INSIDE DIMENSION = 3-7/8'.' ,.-..vit,,...44.-Ji,• .:,.. . • CENTER TO CENTER DIMENSION = 4-1/2 .,.., ,,, .-•--- . igo"'-‘,. ,. . (t .,, , t . u „„.-,..,,,,,, : ,, i 6.„,.:& .. . • •, , , - - - . .-: - .• ....--. -.... 3.875" ' , <5U:1v • ..,,,,,,,,, • , ,,,,s.:•. .- .•_‘, ..., i -A .,..itt . . . . -,,,,,,, . .,..,:::;::::!::::;.-•,,,,,:.,..- - " I . -,, -:•.q,..,•„ :•••'. • - . ---,, . .:-. ,..,,,,,,..,,:•: ‘4,,. ,,, • •,.. --,, , .•., . ..Z"' .• ---' 4: ,,,-, .,,,,,- ...: . • • ...„:1, „ ,•••., ' --, • _ .•:-,.,,, ,•• ISOMETRIC VIEW • .4:1 - :-.4" ''"54Qt,:x.'• .4i e . ,. 4 , - W-1' '1J,!"' : -,- • I .7 ' • --".:' -' 01111111111111•111=■1111111 11!" - I '''■.k''' . • 1 1 ACTUAL SIZE • • UNLESS OTHERWISE SPECIFIED: I NAME ! DATE OThr • DiMENSIONS ARE iN INCHES DRAWN ! JGUIANG ' 15APROS : DATE DRAWN: 15 APRIL 2005 TOLERANCES: IR A I L C A R F ir i FRAC11ONAL. . CHECKED 1 ANGULAR: MACKt BEND ± , END APPR ; KEN F. BOYCE I 15APRO5 . DwG. NO 1 -. PUNCHED . • TWO PLACE DECIMAL ± . • ALUMINUM RAILING SYSTEMS I THREE PLACE DEC.N.AL ± ; MFG APR [ I WELDED PICKET CHANNEL , 4 . i_ _ 11 1■11■O r_ ___ __ . _ I GEOMC ! Q.A. ! 1 BOTTOM RAIL ---, • W ,,,, 13272 c w TOLERANCING PER: ESTERN Su ei. e,iti,■-. Coi.n. bio 1 , PROPRIETARY AND CONFIDENTIAL ". Lonodo, V3W 5V91 MATERtAL W/P CHANNEL i THE INFONMATON CONTAINED IN THE DRAWING , EL'E SW.,. NO. • REV. ! 1 R AILCO : LS THE SOLE PROPERTY CE RAILCRAFI (WESTERN : A i 0 1 FINISH MILL FINISH : RA ILCO PRODUCTS LTD.). ANY REPRCOUCTION . r‘ i I 1 ; IN PART CR AS A WHOLE WITHOUT THE WKFTEN - ' P RODUCTS : I L TO.' r PERMISSION OF RAILCRAFT ,WESTERN RAILCC ' : SOLIDWORKS 2004 i PRODUCTS LTD.)IS PRO-IF-ED i SCAL1 i WHOM: ■ , SHEET) OF 1 i • • DRILL HOLE THROUGH IN THIS DIRECTION . • 0.563 o. co a ..wa- -- 1.81 1 - -..- -4 o o I v o ! Co 1.623 —+ - 0 ( �, N Lo R } • 400 V L : 0.834 ' = ®— ; : FRONT VIEW 6 SIDE VIEW 1.030 — . I DRILL HOLE THROUGH • IN THIS DIRECTION 00 '- .."1------- - - - - -- 3.123 - co 0 r III I Al II it m f 111 "z. "*:'� 't+,", .':., b� � mil nu J ! i AI_ / I \ :., _fir. "''T " , AI 1 Al v '— C tiT( 'yf% n lit I um 1 AI i III Al I 1 W I L11 / ;.,. tl '. / 1 -- "aas -- 1.283 - -.0-- 0.250 • • . 2.623 . ISOMETRIC TOP VIEW DRAWING __ �� UNLESS OTHERWISE SPECIFIED NAME i DATE ` //"." ®TM ^ _.._...._____...____ ._.... — ._ — _ -- �__.____.____._.. - ___ ._ DATE DRAWN: ! 1 D 1MENSIONS ARE IN INCHES DRAWN JGUTANG I 2/00'34 ;— _ —' — TOLERANCES: - I CHECKED i KEN F. BOYCE 210C1 ' DwG. No, R eA I L C R A F T I FRACTIONA ANGULAR: MACH± BEND t i LNGAPPR. TWO PLACE DECIMAL t --- ----- . -. —__ — _._._. ALUMINUM RAILING SYSTEMS I THREE PLACE DECMAL t i MFG APPR., ---_...__...---' .--_.------ .--- ._.___.. 2000 SERIES POST MOUNT INTERPRET GEOMETRIC ; G.A. TOLER.ANCING PER: -- _._- _.-- -__ ■ .__ –.�— : 13 ?72 Combs woy PROPRIETARY AND CONFIDENTIAL s 1 ESTERN S . B vEW S 9 MATE ALLOY E. n – THE INFORMATION CONTAINED IN THIS DRAWING j S IZE ' DWG. N� . [anada. v3w SW ----- ALLOY L TEMPERr-0' 3 -75 A - ^ 8 - O 1 O ; L THE SOLE PROPEP,tY I. RAIICRAFT ;WESTERN L R ` NI�CO k FINISH MILL FINISH ' RA ILCO PRODUCTS LTD). ANY REPR=ICTION ' IN PART OR AS A WHOLE WITHOUT THE WRITTEN __... _ _ . _ _ _.___ ...___..._ . ... _.__ ... . j : PE RM5EON OF RAILCRAFT :WE STERN R,AILCO P RODUCTS L. TD __ __ _ -_.. SOLIDWORKS2004 PRODUCTS LT�.IISPROHISITE7, .SCALE ; WEIGHT: SHEET lo:l _— — • ..:?!.-:.f.:1.,..;-- • -;f - L-.4•10 : 1 . 625 -- ----0 .....0 „,, . - kkt‘24,:ker• ilxfi,.".:: • -,•-•1-44-i- ...,. .ft.,..,,- . . . /PO Ao i CNI 0 - '-a?, • * OA:- ;,:::,'-t, . • ..: , • 7 ., ‘, -4.,s, .• / l.),>s • ' ' . 1 . 465 ---- — 15D. rirt4,4k krcie•-•%•.: - ' - ' • , . '■..,_ I i ".'." 4. ?,` t,4 g. :11i , V; - 4;' , 4€C,' • Ai' .. : ' \ • • FT :/..W4:4:•E,4:-.,.. ; iI.-”,",,,,,,,:. . , . , . 0-,....,N;;;••:".1:&:5 .a.:;;i,,. 0,1 %.:. . • • _ 1 • : . 1 . • .. . • , , r4-40,i.:::; .is.-: :, :-.. . . 1 - ;if.4% , •; - (=':f.t . 1.., .;,.. . : • • • • ,. .. . .., ._ . „ . . .. . ...: • -; • -- la .• • • .,-,,T.:-.;".; ; ,`.-, ,, •.•,,, • - .tf,' .• • L-0 h. - - 'L- CN 0, I rib- e.,- i.j `-;. •-•••;`;:;, , R0.073 .0 • ° — ,-,..• . . • . • ._ — •?' :., -. „:.-,- -.- • ,- • _ '.:,.:-: :•:;;:;•4:::. ;;. c:;;;:•,. , ,.. . .. , • : *-j • r I' ._...... . . e .. ,,,:-,„,,, ., :.:.:,,,::•—:: R0.114 . tg.4,,,,u,,k;. ,_ , . • . :VA'It'J': .' '-' - '', . : • . . . . . . C i V .• 0 .125 4e...v..-., :..:-.,, -.-,.:...• •,. - *RD N ,..0 , :4-.14 :• ....;,, .,: ...,c,,,,.,7 .. 0 ---.0.—' ---- 0.030 g.,,, : ' . .. ,, ' : . • Q■ ' - '.. : C'', .' ' S I— "ekt.. . '71 •',;:',:',.;,'„,, . . . . ° TOP VIEW ..n' ...: ..;..) - - ..• . - - ,,i': zaf,c•-. , , :.,‘:::-.:4;‹ - . ,."..-..: ..-', - ,'-• .,. .,. :!. • - • - -.:. , - - . gA • ..:45i_A;..,i • - • -:•,- ..-.- t 0:7 ;•f•,::,,,l,,,•,.'•,: : . • --...k. : •:...--:..,:;.... ., ,..,, ;Mit . • .,',,;;A`,:, -:, - •.. ' : A ' ,..41 , V,i,i.,4,RV,1,: , ., • , . . . . ''' -,, .•.•,;Afroisi , -;;•:-.7.. -;v •sttAN ' ,:';.,‘;.,.':- •-:-.: ,-,;:; . •;• • • i - ' • fi:;f4;, i • • • •,:,,,I:t,..:v•-, . -„, • . . • .• . . 7 . . . ISOMETRIC VIEW • . . LUNLESS OTHERWISE SPECIFIED:' NAME - 1 - 7ATE : an., NG , DATE DRAWN: 27 OCTOBER 2004 ! DIMENSIONS ARE IN INCHES I DRAWN , JGUIA 1 250C104 ' T' OLERANCES: • RAI L11 C)44FTI A rR„ : ,, a ,T,, R :is ,,NA,,, : STEVE WEI I 2.50CTO.4 Dw NO ACHI BEND: : C EN H G EC AP I P D B. ■; TWO PLACE DECMAL ± ■ . 1 ' ( 65 - S) 1-5/8 SQUARE POST ALUMINUM RAILING SYSTEMS i THREE PLACE DECMAL ± : MFG APPR. • .4- I T i■imi■iir , INTERRET GEOMETR:C , CLA : : L _J WITH MID SUPPORT TOLERANCING PER: r - I WESTERN s.4.„32713.26firct=1 : PROPRIETARY AND CONFIDENTIAL I-- i ...,.,_ f .... uonodo. V3W 5V0' mATERI ALLOY E. TEMPER: 6005A-T6 ' TH TIT CONTAINED IN ThiLSDRA.NING i 5' , 1 u'' NO I REV, 1 i !K AILCO I :S H E SO-E PROPER1 CF RAILCRA F1 ( WESTERN FINISH MILL FINISH A i : RAILCO PRCOUC1SL1D.i. ANY REPRCDUCTON , P.■ . % I % 1 .... ; IN FART OR AS A WHO.. WITHCO THE WRITTEN , I P RODUCTS L TD.i SOLIDWORKS 2004 . PERmESION OF RA it.cRAn 1wESTERN R.ILCO : . PRODUCTS Li D.; IS PROHIBITED. SCALE:I I WEIGR1. i ) SHEET 1 L... I --- — — - - . , . .• . . 6.00 5......i, 1/4"0 FILLET CORNERS . . . \‘....\\I .• ... A . .• 0 . 00.33 0 ■1111111- 0064 , -0- , 1 : -.. • 1 i • - . : . . , • ! . . . . ; . . : . . .- . .• • • . ! 4.00 .• .• . : .- .• .• .• .. .• . • . . : • • . I I .• .• , I 1' I + TOP VIEW .• . . I , i ----- . : 1 • , , . 0.25 , )---{ 1 i t 1 i . . SIDE VIEW . . . . i UNLESS QTHERWISE SPECIFIED:: NAmE i DATE : ®TIA ---; : DATE DRAWN: , i DIMENSIONS ARE IN INCHES . DRAWN 1 JGUIANG 20AUGO4 : _ , TOLERANCES: F 20A UG04 DWGNO ..: RAH...CRAFT A R NG C L I I LA ° R I A C H • BENDS N D • CHECKED STEVE WE; 1 ENG APPR.1 i . . ■ ' TWO PLACE DECMAL • : ! 4"x6" FASCIA FACE PLATE , ALUMINUM RAILING SYSTEMS 1 THREE PLACE DECIMAL • : MFG APPR., , Nmmismi■gr • 1 INTERPRET GEOMETRIC i 0.A. WITH COUNTERSUNK HOLES , W ESTERN Comber Way i TOLERANONG PER: Sole,. Brtiish Cokonbc [— .--- .; PROPRIETARY AND CONFIDENTIAL Conaoa. V3w 5 MATERIAL i THE INFORMATION CONTAtJED IN THIS DRAWiNo ; Si- , DWG. NO 1 REv. • ! R AILCO FINISH , A THE SOLE PR WESTERN OPERTY a RAILCRAFT ! 1 RAIL CO PROCYJCTS ETD) ANY REPRODUCTION ! P RODUCTS - I IN FART OR AS A WHO..E WITHCA"J1 THE WRWTEN ' , r RODUCTS L TD.r . PERMISSIO‘I 0 RAILCPAFi !WESTERN P.AILCO ' . - . • ■ , ,SOLIDWORKS 2304 PRODUCT5 LTD.115 PE'.0,41BREa . SCALE1:1 1 WE3G HT: ! SHEET 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 EngfTech: 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 I yes 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 781I1bs I yes 1 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 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 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: =MEM in. Factored (Proof) Load: ' r+ s Ibs • yes Max. Load to Failure: simmegg lbs Maximum Permissible Span (in): Note: Failure occurred at the tension side of the post to baseplate connection. 1 ODOR FREE PEDA -CARD® Section 07 18 13 Pedestrian Traffic Coatings Guide Specification 1.4 QUALITY ASSURANCE ® A. Supplier Qualifications: Odor Free PEDA - GARD ® , as supplied by NEOGARD is approved for use on this project. PART 1 GENERAL B. Applicator Qualifications: Applicators shall be approved 1.1 SUMMARY to install specified system. A. Furnish all labor, materials, tools and equipment nec- C. Requirement of Regulatory Agencies: essary to install a fluid-applied, odor free pedestrian 1. The odor free pedestrian traffic coating system, traffic coating system to new or existing plywood and when applied over noncombustible deck, shall be concrete surfaces as specified in this section. rated Class "A" per ASTM E108 /UL 790 testing. 2. Materials used in the odor free pedestrian traffic B. The manufacturer's application instructions for each coating system shall meet existing Federal, State product used are considered part of this specification and local VOC regulations. and should be followed at all times. 1.5 DELIVERY, STORAGE AND HANDLING - C. Related Sections: A. Delivery: Materials shall be delivered in original sealed 1. Section 03 30 00 - Cast -in -Place Concrete 2. Section 07 60 00 - Flashing and Sheet Metal containers, clearly marked with supplier's name, brand 3. Section 07 90 00 - Joint Protection name and type of material. 1.2 SYSTEM DESCRIPTION B. Storage and Handling: It is recommended to store materials at 75 °F (23 °C) with careful handling to prevent damage to products. All materials shall be stored in A. Odor Free PEDA -GARD® shall be a complete system compliance with local fire and safety requirements. Do of compatible materials supplied by NEOGARD® to not store at high temperature or in direct sunlight. create a seamless waterproof membrane. 1.6 JOB CONDITIONS B. Odor Free PEDA -GARD® shall be designated for ap- plication on the specific type of deck indicated on the A. Environmental Conditions: drawings. 1. Do not proceed with application of materials when deck temperature is less than 40 °F. 1.3 SUBMITTALS 2. Proceed with work only when existing and fore - casted weather conditions will permit the application A. Product Data: Submit manufacturers' product data, mate- to be performed in accordance with the manufac- rial safety data sheets (MSDS) and installation instructions turer's recommendations. for the odor free pedestrian traffic coating system. 3. Do not apply materials unless surface to receive coating is clean and dry. B. Project Reference List: Submit list of projects as re- quired by this specification. 1.7 WARRANTY C. Samples: Submit samples of specified odor free A. Upon request, NEOGARD® shall offer its standard pedestrian traffic coating system. Samples shall be warranty upon receipt of a properly executed warranty construed as examples of finished color and texture request form. of the system only. PART 2 PRODUCTS D. Applicator Approval: Submit letter from manufacturer stating applicator is approved to install the odor free 2.1 MANUFACTURER pedestrian traffic coating system. A. NEOGARD® Division of Jones - Blair® Company, P.O. E. Warranty: Submit copy of manufacturers' standard Box 35286, Dallas, TX 75235, Toll Free (800) 321 -6588 warranty. Fax (214) 357 -7532, www.neogard.com. 10 -03 -08 07 18 13 - 1 Pedestrian Traffic Coatings 2.2 MATERIALS written approval by NEOGARD ®. 3. That the concrete was finished by a power or hand A. Odor Free PEDA- GARD ®: steel trowel followed by soft hair broom to obtain 1. Primer: Concrete and metal primers as required light texture or "sidewalk" finish. by NEOGARD ®. 4. That damaged areas of the concrete deck be re- 2. Flashing Tape: 86218 flashing tape having a stored to match adjacent areas. Use 100% solids minimum thickness of 30 mils. epoxy and sand for filling and leveling. 3. Liquid Flashing: 7400 -02 series polyurethane coating. 4. Base Coat/Wearing Surface: 7400-02 series poly- B. Plywood: Verify that the plywood deck work done under urethane coating, gray or tan in color. other sections meets the following requirements: 5. Aggregate: 7992 silica (quartz) sand. 1. Plywood is of exterior grade quality and minimumAPA 6. Sealant: 70991 or other polyurethane sealant (The Engineered Wood Association) grade mark of approved by NEOGARD ®. BC EXTwith B side to receive coating. Plywood shall be at least 5/8" thick. Tongue and groove plywood is 2.3 MATERIAL PERFORMANCE CRITERIA preferred. 2. Joist spacing beneath plywood deck has a maxi - A. Typical performance requirements of cured odor free mum spacing of 16" O.C. pedestrian traffic coatings used on this project are: 3. The plywood deck shall be sloped a nominal IA" to the foot and constructed as to drain freely. PERFORMANCE REQUIREMENTS OF CURED FILM 4. A maximum of 1/16" space between sheets of ply - PHYSICAL PROPERTIES TEST METHOD RESULTS wood is maintained while deck is being placed. Tensile Strength ASTM D412 2,500 psi 5. Spiral or coated nails are used and are driven Elongation ASTM D412 450% flush with the surface of plywood. Nails shall not Permanent Set ASTM D412 15% be countersunk. Tear Resistance ASTM D1004 200 -250 pli 6. Plywood decking is to be covered as soon as pos- sible after installation. Water Resistance ASTM D471 2.5% @ 7 days MVT @ 30 mils ASTM E96 • 1.3 English Taber Abrasion (cs17) ASTM D4060 15 mg /1,000 rev 3.2 PREPARATION Shore A ASTM D2240 77 - 85 A. Protection: Adhesion ASTM D4541 400 psi 1. Mask off all adjoining areas that are not to receive Weathering Resistance ASTM D822 Slight Chaulking the odor free pedestrian traffic coating system. Thermal Shock Alternate Heat/Cold No Loss of Adhesion 2. Provide a suitable work station to mix the coating "Standard Specifications for High - Solids materials. Content, Cold - Applied Elaslomeric ASTM C957 System Exceeds Waterproofing Membrane with Integral Requirements Wearing Surface" B. Concrete: 2.4 ACCESSORIES 1. Cleaning: Surfaces contaminated with oil or grease shall be vigorously scrubbed with a power broom A. Miscellaneous materials such as cleaning agents, and a strong non- sudsing detergent. Thoroughly adhesives, backer rod, deck drains, etc. shall be a com- wash, clean, and dry. Areas where oil or other posite part of the deck system and shall be compatible contaminants penetrate deep into the concrete with the specified odor free pedestrian traffic coatings. may require removal by mechanical methods. 2. Shot Blasting: Required surface preparation PART 3 - EXECUTION method for remedial construction, is also the preferred method for new construction. Mechani- 3.1 EXAMINATION cally prepare surface by shot blasting to industry standard surface texture (ICRI's CSP3 -4) without A. Concrete: Verify that the work done under other sec- causing additional surface defects in deck surface. tions meets the following requirements: Shot blasting does not remove deep penetrating 1. That the concrete deck surface is free of ridges oils, grease, tar or asphalt stains. Proper cleaning and sharp projections. If metal forms or decks are procedures should be followed to insure proper used they should be ventilated to permit adequate bonding of the deck coating. Note: If shot blast d in of concrete on exterior exposed deck. ing is not practical, treat concrete surfaces with 2. That the concrete was cured for a minimum of 28 10% to 15% solution of muriatic acid to remove days. ( Minimumof3 ,000psicompressivestrength). laitance and impurities. After acid has stopped foaming or boiling Water -cured treatment of concrete is preferred. , immediately rinse thoroughly The use of concrete curing agents, if any, shall with water. Re -rinse as required to remove muri be of the sodium silicate base only; others require atic acid solution. Acid etching does not remove Pedestrian Traffic Coatings 07 18 13 - 2 10 -03 -08 deep penetrating oils, grease, tar or asphalt stains. B. Base Coat: Thoroughly mix 7400 -02 series polyurethane Proper cleaning procedures should be followed to coaitng material and apply at a rate of 1 -1/2 gallons per insure proper bonding of the deck coating. 100 square feet (66 sf /gal) to deck surfaces in strict 3. Cracks and Cold Joints: Visible hairline cracks accordance with procedures outlined by NEOGARD®. (up to 1/16" in width) in concrete and cold joints Extend base coat over cracks and control joints which shall be cleaned, primed as required and treated have received treatment. with liquid flashing a minimum distance of 2" on each side of crack to yield a total thickness of 30 C. Wearing Surface: Thoroughly mix 7400 -02 series dry mils. Large cracks (over 1/16" in width) shall polyurethane coating material and apply at a rate of be routed and sealed with 70991 sealant. Seal- 1/2 gallon per 100 square feet (200 sf /gal) in strict ant shall be applied to inside area of crack only, accordance with procedures outlined by NEOGARD® not applied to deck surface. Detail sealed cracks and immediately broadcast 7992 aggregate, evenly with liquid flashing a distance of 2" on each side distributed, into wet coating at the rate of 10 pounds of crack to yield a total thickness of 30 dry mils. per 100 square feet. When dry, remove excess ag- 4. Control Joints: Seal secondary control joints with gregate and recoat surface with thoroughly mixed 70991 sealant. Sealant shall be applied to inside 7400 -02 series polyurethane coating material at a rate area of joint only, not applied to deck surface. of 2/3 gallon per 100 square feet (150 sf /gal) in strict Detail sealed joints with liquid flashing a distance accordance with procedures outlined by NEOGARD®. of 2" on each side of joint to yield a total thickness Total system coating thickness averages 32 dry mils of 30 dry mils. exclusive of aggregate. 5. Flashing Tape: Install 86218 flashing tape where *Note to specification writer: Thickness values of indicated on the drawings and /or where required cured film are averages and can vary due to finish of by the manufacturer prior to the application of the surface. base coat. 6. Surface Condition: Surface shall be clean and dry 3.4 CLEANING prior to coating. A. Remove debris resulting from completion of coating B. Plywood: operation from the project site. 1. Fill plywood imperfections with 70991 sealant and allow to cure. 3.5 PROTECTION 2. Joints in plywood decking to be caulked with 70991 sealant and allow to cure. Detail sealed cracks A. After completion of application, do not allow traffic on with thoroughly mixed 7400 -02 series polyurethane coated surfaces for a period of at least 24 hours at coating material a distance of 3" on each side 75 °F (23 °C) and 50% R.H., or until completely cured. of crack and embed Tietex stitchbond polyester fabric or other reinforcing fabric into wet coating. Apply additional thoroughly mixed 7400 -02 series END OF SECTION polyurethane coating material as required to fully encapsulate fabric and smooth out wrinkles. 3.3 APPLICATION A. Primer: Where required, apply 1/3 gallon per 100 square feet (300 sf /gal) to all concrete surfaces in strict accordance with procedures outlined by NEOGARD®. Within 24 hours of application of primer, base coat must • be applied. If base coat cannot be applied within 24 hours, reprime. The information, data and suggestions contained herein are believed to be reliable, based upon our knowledge and experience; however, it is expressly declared that Seller does not guarantee the result to be obtained in Buyer's process. SELLER HEREBY EXPRESSLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY FOR FITNESS FOR A PARTICULAR PURPOSE AND /OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED as to any and all products and /or suggestions described herein, whether such products are used alone or in combination with other materials. Buyer must make its own determination of the suitability of any product for its use, and the completeness of any information contained herein. Nothing contained herein shall be construed to constitute inducement or recommendation to practice any invention covered by any patent without authority from the owner of the patent. Applicator is an independent contractor of, and should under no circumstances be viewed as an employee or agent of, the NEOGARD® Division of JONES- BLAIR ®. OdorFreePedaGardGS CSI NEW.indd NEOGARD® Div. of JONES- BLAIR® 2728 Empire Central - P.O. Box 35286 - Dallas, Texas 75235 - Toll Free (800) 321 -6588 - Fax (214) 357 -7532 - www.neogard.com 10 -03 -08 07 18 13 - 3 Pedestrian Traffic Coatings 7430 Aromatic Urethane in Product Data Sheet APPLICATION G 7430 Urethane coating is designed for use as a surface applied waterproofing membrane on a variety of pre- pared substrates. • PRODUCT DESCRIPTION • Parking decks 7430 Urethane is a single component moisture - cured, • Mechanical equipment room floors • aromatic urethane designed for use as a waterproofing • Walking decks membrane for pedestrian and vehicular traffic bearing • Balconies surfaces. • Rooftop recreational areas • Sun decks 7430 is Sealant • Waterproofing & Restoration Institute • Lab flooring (Heavy -Duty) (SWRI) validated. • Clean rooms (Heavy -Duty) • PRODUCT NUMBERS AND COLORS Animal holding areas (Heavy -Duty) For surface preparation and application instructions, Standard colors are: 7430 Gray, 7435 Tan refer to NEOGARD's Surface Applied Waterproofing CURED RESIN PERFORMANCE Systems Application Manual. SAFETY Description I Test Method Results Tensile Strength ASTM D412 2,500 psi This product contains flammable aromatic solvents. Elongation ASTM D412 400% Excessive contact with bare skin should be avoided. It Permanent Set ASTM D412 <30% is good practice to wear gloves and to guard against Tear Resistance ASTM D1004 200 lb/in splashing the coating or solvent. Inhalation of fumes or vapor should be avoided. Use a NIOSH approved Water Resistance ASTM D471 <3% respirator. MVT @ 30 mils ASTM E96 1.3 English Taber Abrasion ASTM D4060 25 mg/1,000cs17 Every precaution should be taken to prevent fire. Drums Shore A ASTM D2240 75 -so and cans of coatings and solvents should be stored in a cool (75 °F) area safe from fire exposure. When Adhesion ASTM D4541 300 psi specified on container, protect materials from freezing. The above tested results are typical values. Individual lots may vary Open containers and /or the liquid coating must be kept up to 10% from the typical value. away from any source of igni- PRODUCT DATA tion, heat and sparks. Do not dNII SEALANT•WATERPROOFING 8 RESTORATION INSTITUTE smoke. Use explosion proof ' Issued to: Neogard,....e..,......,...,., Description I Test Method . I Results. equipment. Foam or dry pow- Product: 804 o Weight/Gal ASTM D1475 10.31bs/ al der fire extinguishers should ASTM 0412: Tensile Strength of Top Coat 9 9 7430 Topcoat Weight Solids ASTM D4209 82% be placed where they can be Elongation: 3415 %'280 psi' Pass ✓ quickly and safely reached in ASTM 4541: Adhesion of Base Coat Volume Solids Calculated 76% 70410 Basacoat case of fire. Pull -oft Adhesion: 400 psi Pass ✓ VOC EPA Method 24 212 g/I ASTM 0 4060: Abrasion Resistance of Top Coat 7430 Topcoat Viscosity ASTM D562 87 KU Abrasion Resistance: 16 mgms loss — mgms loss /1,000 cycles Pass ✓ Flash Point ASTM D3278 113 °F validation Date: 2/21/08-2/20/13 The above tested results are typical values. Individual lots may vary No. 208- 10308T Coyyrghr C MB up to 10% from the typical value. DECK COATINGVALIDA11ON www.swlrionline.org' The information, data and suggestions contained herein are believed to be reliable, based upon our knowledge and experience; however, it is expressly declared that Seller does not guarantee the result to be obtained in Buyer's process. SELLER HEREBY EXPRESSLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY FOR FITNESS FOR A PARTICULAR PURPOSE AND /OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED as to any and all products and /or suggestions described herein, whether such products are used alone or in combination with other materials. Buyer must make its own determination of the suitability of any product for its use, and the completeness of any information contained herein. Nothing contained herein shall be construed to constitute inducement or recommendation to practice any invention covered by any patent without authority from the owner of the patent. Applicator is an independent contractor of, and should under no circumstances be viewed as an employee or agent of, the NEOGARD Division of JONES- BLAIR ° . 07 3008/7430 S W R I P D. i nd d NEOGARD Div. of JONES - BLAIR' 2728 Empire Central - P.O. Box 35286 - Dallas, Texas 75235 - Toll Free (800) 321 -6588 - Fax (214) 357 -7532 - www.neogard.com LEWIS & FCE1VED AUG 0 5 2009 VAN VLEET CITY OF TIGARD Incorporated BUILDING DIVISION principals Chris c. van vleet. p.e. garp j. lewis. p.e. STRUCTURAL CALCULATIONS FOR Buildin g 3 Orchard Park A Decks 9715 SW Frewing Street, Tigard, Oregon FOR J.R. Johnson, Inc. 0 . 1 0 PROF45, 15,099 ti 23, y oo �� J AMBS EXPIRES 12 -31 -2010 J Lewis & Van Vleet Inc. Project No. 09082 S - -rtern -u 5 5 consulting engineers 1866❑ s.w. boones ferry road tualatin, oregon 97062 [503] 885.8605 phone (5031885.1206 fax LEWI5 N. consulting engineers Job 01 NA PA —k..K APT' S. 113660 s.w. boones ferry road Client J i)___ c).(0),-1 .C-0 tualatin. oregon 97062 [503] 005.13605 phone [503] 13[35.1206 fax Job No By ( .1 L, VAN VLEET Date 7 - o Ci Sheet No. - 1 Incorporated • i ' H _ _ ... -- -__ - ` a - i' '� �_ _._ — 1 -- i - ; 1 _ .. _... � j ' _ �- . -_ d � I -. _}.. - -_. SCI .•••-- _. -.-{.. I ;. . Y j i (+• -, 4 1 ■ t -. � 1 :. 0 ? 1 :• Idoiti4t.,', i, _4,...,2; *„ L i t.. 1112- 'ro E sz ire' 4 lt40 P.c . ,, i .. ...:, , f ) , I I f "i �1 t -. -I fi i i f , , ._ E__. �, ) l I . f , i' I �� ff I l : i I ; Ii i ...' _ .. ' . ' . _ - I - J i _. I ' I , . � _ 4 , - ,... _. .._ 4 ) . y I y 1r i I .. - ' , . � . � ' A! `:! g 6/ S. _ _ f �, -� . 7_� / - ,_ 1 , y I . I I , , /y _ I 4, + )r� cam m � ' i , s -z LEWI5 & 144 consulting engineers Job 02Gk �� A-2 S , 18660 s.w. boo es ferry road Client (-.1 J 0 11 , - 1 ,1- S.o => tualatin, Oregon 97062 Job No. By to (5 ❑3) 885.5605 phone (503) 805.12 06 fax VAN VLEET Date 1 -I D ° I Sheet No. S - ? , Incorporated • I , 4- � � � ..�_ i _ i �. . i ' i , ' mil"' _ -I jj Li j - I:. I.. 1:01, 1_,..F I IL Y p r . v 1 i 1 1 I j I 1 - - 1 - I I t 4- I j }� Y /y i . }�j t • T 4 T 4 1 # ! Ott ,. ? , - r :- Y . j i 1 • { I i ' ,__ 1 j I' • • - .- ' l r I -I } r 1 � . C1 � { ,, . 21.0 v' I - 0 '1 +" 1.4' 1 2s e cf- �b= 21,t�_ 1. 11.2. -5. r r '�'�°` -b- . '.2S� 1O -j,S - x.06 • ,. k t- -4-11 ><_I, �- 2.e 6`G3,3v r -rte 1 . wo� 4C3Z p l � 1 4 0.c.k 'L__1_ I 74-2: s c' 1 1 1 , . : : -- .. i .._ . .- , 1 • I J I • ;.I ' .. ' r Wz= Co.Q32+ - _iQ' tpot," DC J 111 1 1 i7-.r . .0 e ;Ili ; • • -7 " K 3,12 : rte... j _ LEWIS & consulting engineers Job ®t2krzt; FA-0-1.1.- Sri, 18660 s.w. boones ferry road Client . I 12-c� 1c3 I rs 5 o J tualatin. oregon 97062 Job No. By L [503] 885.8505 phone (503) 885.1205 fax VAN VLEET Date - 7 - I G q Sheet No. -3 Incorporated _l. _ ... ___ _ _ _.. t I I 1 _ - -- -I t i • t _ . -�, .a, . _ ..- I . 1 1 , , . .._ �{" p QSt• I 1 • �`� S p �GT - : 1 Lam B 2 � I c I 1 t • 1 _ I 4 I 1 I i RcLi .ovy+ . � �� 1._.... _ t l t - i--+-1----- _ I 5 .... : 1 l .l S � SIN1h5�r p,c. 4- Pb C/ ' U s E. kh..&cc $ p l z Fo(2- el-lo' ' M , G CI € t u n p n.e-t tr. rri5 -r' ,I , i ei { i a l' i (.. ! 1 V i : 7 I Z 'I - : -' i 1p S9nJ i . I L (( � i • I T .yam 1 I ; L - . , ,- -4-rl q 4. , I, 1 '00:71 - I I r LEWIS & Ilik consulting engineers Job r�,2�itl,e�.,, per„ ,, z 18660 s.w. homes ferry road Client � . - ,ctrW n�goN tualatin. oregon 97062 (503] 805.8605 phone [503] 805.1206 fax Job No. By CGt) L- VAN VLEET - 7 — at Sheet No. S 4- Incorporated 1_I- -L i 1 , tt , j T.. { I I I 15 d l i it cJ �� i , i — � f x . 1 .4— G r t I I I� r O • N w • 2 s ari • : E ; r. 0 1 1 • a fi 1 .fit}. I I, _ 651 Cop I !.t - S ' S ,b vt L f I F O W ca 1p SG12 - lie C L r2. C 'P ,Y • 0. 11. - f t ` • U-'U �✓ 0 (�.� tt. 10 S Arjr t (' G t . ■ I l p O r r 2 - T o t2 A 410 L lrs"r 1 1 . I , L . _ , i __ 1 I _- ' I it ... __.__�_ z 1 ; ! ; 1 , i _ ! f , I : t. i I i I _ 7 J I i i � J , _ ■ I ' ; -- LEWIS N. 114 consulting engineers Job o 1alc)G Y�.t' Pn�ra �.n c.�, 18550 s_w boones ferry road Client si 12 3ptd N Sc-) ,''' tualatin. Oregon 97062 Job No. By. (503) 885.8505 phone [503] 885.1205 fax C.0.3 L VAN VLEET Date - 7 - U 9 Sheet No. S S Incorporated .._. I L.o I f� i - I ∎ - Cv8 1.1;1�V i p 13r4t K.+ 2 -f L L,. li,i trtNei 44,41#4144 I i L 1 is ' I 4f �i ¢ )� [ - ' ) 4 -sr w- -1z•4'Tl� r icy V j I _ .... . _ T -- . 1, � a 1 jai- 4. 1 � 1 i , 1 E s .1b - w- 0 - ..f.'D f1t'._*t fir. 1-1 ( ?.'2.5 eel ! � 12 . SP—Aril-04 c w [M A • ,- '2-57 5o L, ID (S. )(.( (2 re-Art Ls) ov. ►�)2- c0151" 4 p.�M G, i ^ r te c..ev d .e. - I`!1 .= - ,- � 7 . ! $ 'IC I r I ; J _ !' 4 1 _ _ P .'_ .101£�T - moo: -l. 00110Z4r. :- --1.4i6,-4.144s. .'t.` rte ki-er 1 "..p. .'- �.4A-4' G0 ^-1 /i. t owi$, -r J+c�1 -Ir'E' — 'I t `- lit, 'rte 4>z bk.: r Tom.- b_eG-' ; o� -c .Ai A - ._ [5..oto i> f- IT, 1) (Joy) -- I . _ ,k • XI * I 72? •16 ._ 46/4M It. 6o ! cC,t # R- .. � n X12, .$ is *n u, , '.r- .6-- eL4P4±4.0 L -- . .i + * 4. '4_Z.. L6 04 Ii/46 I - i . , ' Le DL -; 1— - r-- !- d. -157 V'612 -14 ')646!&, gyp , o.03 �o�t W Nr� a.17t2�trs _ — Inc __c� t o �.a % �'t L 4 't, • � 0►�-rt r pies- ibt.42 . Wig' 1., -... - r--- -- ,_ w A REGENED .s STRUCTURAL NOTES AUG 0 5 2009 CITY OF TIGARD ��0 OF GENERAL BUILDING DIVISION i , 1 N E ; / O 1 ''' 1. These notes set minimum standards for construction. The drawings govern over these -' 4,, Is o,9 19' REM9[N4 I notes to the extent shown. Notify Lewis & i Van Vleet Inc. Engineers (LVI) of any A ,, discrepancies prior to beginning work. o • • G • h 2. These drawings have been prepared solely for use in construction of the Orchard Park Apartments deck repair project located in Tigard, Oregon. Possession of these r '� 23. � � ,.. drawings does not grant license to construct or fabricate the Whole or parts of this DAMES project in other locations. 3. The contractor shall verify all dimensions and conditions on drawings and in field. I EXPIRES 12-31-2010 I Notify engineer of any discrepancies. 4. The contractor shall be responsible for providing all temporary support prior to 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. 6. Inspection and or job supervision is not provided by LVI. A.,.. 7. All Work shall be in strict compliance With the latest edition of the International ■ 1�Q �Q ,,``p �� Building Code (IBC) and all other state and local codes Which apply N. As.. , . / LEWIS & DESIGN CRITERIA 1 <I 0) ' P 41) 4. , � Q pd ?�' -c//, a. Dead Load 1. Gravity Loads: 10 psf �' O � ' - BUILDING # 2 # Q� � ��` � � ' /v� �� /�d/ b. Floor Load 40 psf BUILDINCa 1 ¢ ,, ' ,q VAN vLEEr �, ` \ /\ �' O�� !, CONSULTING E WOOD FRAMING Q V EN bea Ifte 1. All lumber to be species and minimum grades as follows (unless otherwise noted A � O `'' 'O in drawings: � , iVA �. <� & . a. Joists P.T. Douglas Fir #2 Y d. Sills, ledgers, plates, etc. b. Beams, 4x and larger P.T. Douglas Fir # �' Q�� '� 'b �. �� c. Bucks, blocking, bridging misc. P.T. Douglas Fir #3 pQ O� O A S ' P.T. Douglas Fir #2 J ` �� } Ft- ,`,� Q' � `�4 � '4 e. Decking Cedar or other Wood resistant to �Q `` ` � `�� . decay ��. /11114% /11114% 2. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless Q 4 noted otherWise in drawings or manufacturer's literature. Use largest nail size Q , p Q �, � ; ®® rr_ i , -, ��, P' indicated in manufacturer's literature. A -) 3. All bolt heads and nuts bearing on Wood to be provided With a washer. �Q 0 " �' PT ' 4- 4. All fasteners (hangers, clips, screws, nails, bolts, Washers etc.) in contact With �. Q r 4 IL g I F material. Do not mix stainless steel and pressure treated or fire treated Wood to be stainless steel or hot dipped galvanized p Q � `s � � r %A , \ 3 3 % to ' ,, w l d galvanized steel in the same connection. Q , • 5. All nailing to be per IBC Table 2 304.9.1. Obtain engineer's prior approval for all ery �' ' � � , ; 3� 3,. � • '` uP� ;,�pT ,�A proprietary nailing or stapling systems. I �1 ` ' u P ' �P 32 Q � � � N 6. All nails to be common Wire unless noted otherwise. Staples are not an acceptable Q ,� 1''` -, A 3 uP ' , ', I 1. ` , 3 4 ' P IA , ' substitute Without Engineer's prior Written approval. Minimum nail diameters are as 4 . ' "', k It ; 1.02 P �p ∎ A ; � '; � j " ` % 17 Q— 3 .43 follows: uP ; UP � .■ 40 t. * ■ 1 T 1 ' # La z , a. &d = .131" ,� .. APT q �, , KKK t 171` BUILDING 3 b. 10d = 145" ' a(p �,,I 1 pr+ `- _ I l _l d. 16d = .162" 9N.' pL �__ L THESE DECKS TO HAVE DECKING AND Mil e. 20d = 192" . L L - - RAILINGS REPLACED ONLY — 0 7. Cutting and notching of joists is not permitted Without engineer's prior approval. One PROVIDE BLOCKING PER DETAIL J inch diameter holes may be drilled in the center 1/3 of the member depth, but all other 4/S AT RAIL POST a holes to be approved prior to drilling. ■ COMPLEX KEY PLAN SAMS !OMR oft WPM SITEPLAN 1° = 40 .®. 5'1 BUILDING #3 PERMITS „,ED PROFFs�, di �h .`�G1NE 'Z ` 4 15,099 %,11 vs ,O/ Gi FT fr, P} � ' 23, 3 15/16” MAX. CLR. P 'IA M ES I EXPIRES 12 - 31 - 2010 I PROPRIETARY ALUMINUM - - GUARDRAIL. SYSTEM - - - - - ANCHOR TO PERIM i I 1. FRAMING OF DECKS / - DESIGN TOP RAIL FOR 200 LB. HORIZ. LOAD AT ANY POINT - DESIGN I INTERMEDIATE MEMBERS ' I FOR 50 L.B. FORCE APPLIED ON 1 SQ. FOOT INSTALL CONTINUOUS 3 1/2' AREA - PROVIDE PREFINISHED FLASHING 11/2' ADDITIONAL BLOCKING AS H LEWIS & z BEHIND SIDING ABOVE 1/2' NEW LEDGER -DO NOT ta I REQUIRED BY RAIL MANUFACTURER NAIL DECK BOARDS V I THRU FLASHING TO LEDGER VAN VLEET CONSULTING I I ENGINEERS I 1 or . Domes EXISTING BLOGKOUT -' ±::r DECKING PER PLAN W/ C3) #S X 3" DECK SCREWS TO I IN SIIDI G FOR NEW EACH JOIST C16" O.G.) 3 'W MAX. CLR. 5 _ A �� ini ra ►� E41 Ili � _ Z v i► �0IP� jl�► i— � "IGE -DAM I' A'� F LA SH IN G M /1Nm ' - EXTEND UP BEHIND SIDING ABOVE AND ell ` r LAP OVER SIDING "3" (Y �Ir�— MOLD BELOW DECK 1--a NEW SIMPSON ACE4 POST NEW JOISTS PER FRAMING L41 CAPS AT EACH POST PLANS IN SIMPSON LU26 HANGERS EXISTING APT. BLDG. STRUCTURE BEAM PER PLAN NEW P.T. 2X10 LEDGER WITH C3) X10 X —v^ 3" SCREWS TO RIM JOIST AT 16" O.G. - i1 4 AIL MATCH DEPTH OF EXISTING BLOCKOUT • NEW P.T. 4X4 POST PER PLAN IN VINYL SIDING 3 1/2' WI n INSTALL CONTINUOUS PREFINISHED FLASHING 1/2' u UNDER LEDGER AND OVER SIDING BELOW U E o ALT 10, TYfi . DECK SECTION . A JUN —A ill c 15 _/AID NW NO �7[/ 5-3 ,4o PROF- �o S S �� NF ` •� REWSIENS 1 t's 4 v wir 0; E I. 0 00 'P 23. 1 ' e DAMES I EXPIRES 12 - 31 - 2010 • PROPRIETARY ALUMINUM GUARDRAIL- SYSTEM - ANCHOR TO PERIMETER �.►- • �•� FRAMING OF DECKS o 3 - - DESIGN TOP RAIL FOR y 200 1.8. HORDES LOAD AT , :_ . iM � �.. "et ANY POINT - DESIGN r INTERMEDIATE MEMBERS .0 0 LB FOR 5. FORGE , APPLIED ON 1 SQ. FOOT AREA - PROVIDE / LEWIS & BLOCKING AS ADDITIONAL- REQUIRED BY RAIL �r . MANUFACTURER . . . PI -AN VAN VLEET 1 !�' •I CONSULTING ENGINEERS NEW P.T. 4X4 POST NEW CONCRETE FOOTING I • DECKING PER PLAN E END SI OF BL K EACH - SAWCUT AND REMOVE END OF BLOCKI NG paSTING SLAB AS I SIM 44 POST PSON AB REQUIRED .-- BASE WITH 1 /2 DIA. X 4" [EXISTING SLAB ie-- EMBED. WEDGE ANCHOR is TO FOOTING N r A v 3 Ilr. TIM BEAM PER PLAN VA 3, \ / � \ Y/ , ,- - -0 I LL °/ (2) 'Q #3 EACH ~ � . A D SIMPSON HTP31Z NEW JOISTS PER FRAMING _ % BIM. OF BLK' . ' W STRAP TOP AND PLANS � 3" CLR. � DA Z u 4 X 8 B LOCKING WITHIN In in SECTION 1Q" 0 .. 6" OF GUARDRAIL POST / / NEW P.T. 4X4 POST PER PLAN BASE ANCHORAGE - NOT 18n SQ. / 1 t REQUIRED W GUARDRAIL / ,r TURNS 10 DEGREE CORNER u- r i E a! 4 GUARDRAIL. POST 5 TYF. FOOTING SECTION 1n -1 ,�, „� A. DECK AT — 1n - 1,-0° „pro .,.o �' S-4