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HomeMy WebLinkAboutStructural Evaluation ReportSTRUCTURAL EVALUATION REPORT For: ROYAL OUTDOOR PRODUCTS COMPANY A DIVISION OF ROYAL GROUP TECHNOLOGIES, INC. 100-A Royal Group Crescent Woodbridge Ontario, Cananda L4H .1X9 (877) 747-9255 ext. 2435 Contact: Michelle Olteanu WINCHESTER STORAGE BUILDING (MODEL S010) . WITH HIGH WINDLOAD KIT AND ADDENDUM O WOODBRIDGE STORAGE BUILDING (MODEL S108) WITH HIGH WINDLOAD KIT AND ADDENDUM REPORT #: 7560-01 DATE: August 8, 2003 Revised: December 14, 2004 Revised: April 7, 2006 Revised: May 10, 2007 R.F. Tucker, RE RADCO - Corporate 3220 E. 59TH ST. Long Beach, CA 90805 (562) 272-7231 - Phone (562) 529-7513 — Fax Philip Witherington, P.E. FL Lic. No. 61884 Staff Engineer RADCO - Florida 5456 A Crenshaw St. Tampa, FL 33634 (813) 243-0370 — Phone (813) 243-1314 4 i AUM STRUCTURAL EVALUATION REPORT REPORT # 7560-01 PRODUCT: WINCHESTER STORAGE BUILDING (MODEL S010) WITH HIGH WINDLOAD KIT AND ADDENDUM 0 WOODBRIDGE STORAGE BUILDING (MODEL S108) WITH HIGH WINDLOAD KIT AND ADDENDUM MANUFACTURER: ROYAL OUTDOOR PRODUCTS, INC. 100-B Royal Group Crescent Woodbridge Ontario, Canada L411 1X9 (877) 747-9255 ext. 268 APPLICATION: LAWN / UTILITY STORAGE BUILDING SCOPE:. At the request of Royal Outdoor Products, Inc., RADCO has evaluated the Winchester storage building (Model No. S010), and Woodbridge storage building (Model No. S 108) to verify that the building complies to the 150-mph wind load requirements as established in the 2004 Florida Building Code with 2005 and 2006 Supplements. Both sheds listed above are essentially the. same, except that the door appearances differ. In both cases, evaluation was performed with the high windload kit incorporated into the design. Section 1626 of the 2004 Florida .Building Code with 2005 and 2006 Supplements addresses impact test. requirements for buildings in High Velocity Hurricane. Zones. Exception f grants a provision for utility sheds to be exempt from this criteria provided they are no larger than 720 square feet in area. DESCRIPTION: The Winchester Storage Building and/or the. Woodbridge Storage Building is an outdoor utility building made of vinyl interlocking panels. The height of the building at the sidewalls is (69") sixty-nine inches (1.75 m). The height of the building at the peak of the ridge is (86") eighty-six inches (2.18m). The building is sold and packaged, as a kit of components comprised in interlocking vinyl panels, steel and aluminum channels, and fasteners which are assembled at the installation site to form the walls and roof.. The building is designed to be anchored to a concrete foundation or wood decking. The design and construction of the foundation must comply with local requirements and is subject to local approval. n Base channels are installed along -the perimeter of the building, and secured to ' the foundation with wood screws for wood foundations, and concrete screws for concrete foundations. Screw type and spacing are specified in the installation instructions. Base channels are U-shaped, made of aluminum, and designed for wall panels to be inserted into the U-shape. Connections from walls to channels are by #10 x %-inch (19-mm) screws at 6.6-inches (16.8 cm) on -center, with additional fasteners added at panel joints and steel stiffeners provided in the High Windload Kit. Both the walls and roof are comprised of interlocking panels consisting of joiner and groove .panels that slide together: Each panel measures 10.75-in6hes (0.273 m) wide by 2.5-inches (0.64 m) . thick. Each panel consists of (3) three hollow cells. The High Windload Kit includes galvanized steel channels, which are installed within the middle panel cells at every third panel maximum for added stability. Wall caps are screwed to the tops of the walls with #10 x %-inch (19-mm) screws at 6.6- inches (16.8 cm) on -center. Roof panels are interlocked together in the same manner as the walls. The ends of the roof panels are secured to the wall cap and the ridge cap with the same fasteners required for the other components. The. ridge beam is comprised of a formed vinyl section with two 12-GA steel channels bolted together inside the hollow cell of the vinyl section. Roof.panels are inserted into the formed sections and screwed from the roof panel. to the ridge beam using #10 x inch (19-mm) screws at 6.6-inches (16.8 cm) on=center. High Windload Kits are provided for all buildings sent to Florida. These kits are comprised of 16-GA steel channels, which are installed at approximately 30-inches (762 mm) on -center within specified cavities of the wall and roof panels. Also included are 3/8-inch (9.5 mm) diameter threaded steel rods, which provide a continuous means of anchorage from the roof ridge beam to the foundation at identified locations. The High Windload Kit includes additional fasteners, which are (2) #10 x . %-inch (19 mm) screws connecting the steel stiffeners to the panels at each end of the stiffeners, as well as additional fasteners at the panel joints. The flame spread and smoke developed ratings of the vinyl panels are 1.9 and 261 respectively, making this a Class A material as' specified by section 803.2 of the 2004 Florida Building Code with 2005 and 2006 Supplements. '-1 r EVIDENCE SUBMITTED: The following items included with this evaluation report serve. as evidence that this product is suitable for installation within the state of Florida: 1. Owner's Manual, Winchester Model SO10, Version 3.5 2. Owner's Manual, Woodbridge Model S 108, Version 1.4 . 3. Owner's Manual, High Windload Kit, Model W502, Version 1.0 4. Owner's Manual, High Windload Kit Addendum 5. Structural Calculations 6. Shear and Pull-out Test report provided by Trow Consulting Engineers, dated April 6, 1995 7. Physical Material Properties test report provided by ORTECH, dated June 13, 1997 8. Technical Specifications 9. Shop drawings RECOMMENDATION: RADCO recommends that the Royal Outdoor Products Winchester and/or Woodbridge Storage buildings be accepted for use in the state of Florida. The designs contained herein meet the design loads for 150 mph wind loads as indicated in the 2004 Florida Building Code with 2005 and 2006 Supplements, provided that: 1. The building components are as indicated in the Owner's .Manual, High Windload Kit, and design documents that. were. submitted to RADCO for evaluation. 2. The building .is erected and installed according to the requirements of the manufacturer's installation instructions, including the High Windload Kit. 3. The foundation must be capable of accommodating the anchorage connections indicated in the manufacturer's installation instructions and High Windload Kit. 4. The design and construction of the foundation must comply with the local requirements and is subject to local approval. .ti, �I�; --� - - _ - =, - - -,�> '•SERA"E5; . 0 op E llltl 1 -23�� m I' _ /rank you for cboosing the Royal Outdoor Products Storage Building. Please read this Owner's Manual completely before assembling your building, Retain manual and your dated sales slip for future reference and warranty claims. Assembly Safety Information As with any construction project, use common sense when assembling your building. Royal Outdoor Products cannot be responsible for any damages or injuries resulting from the incorrect use of any tools, equipment or the mishandling of any of the building components. • Use proper lifting procedures when handling the packages. • Take care when handling the individual components and wear gloves to avoid cuts or scrapes. • Follow proper operating procedures for any tools, ladders, etc. used when assembling the building, • Protect your eyes. Always wear safety glasses when assembling building and when using power tools and hammers. , • Do not assemble building during high winds. • Do not assemble building zif parts are missing. A par- tially assembled building may be seriously damaged by high winds. This building must be anchored to the foundation to prevent wind damage. See pages 4 and ,5 for how to anchor. Screws for anchoring are not Included. i , p i 'a 'Ill Iql 1 i 111' 1 I i„i ATTENTION:.Before you assemble the building: The 26 gauge galvanized steel doors, are primed,and ready to be painted (paint not'included). PLEASE TAKE A 'COMPIETE INVENTORY OF ALL PARTS USING TIC PARTS .LIST AND pART IDENIMCAMON GUIDE PROVIDED ON PAGES 1, 2 AND 3 :'PP NOT ATIEM PT TO ASSEMBIE BUIIDING IF PARTS ARE MISSING OR DAMAGED. TBE IIVIIRE DOOR INU-MING AIL WOOD MUST BE PAINIED WITHIN THE FIRST 30 DAYS OF pgSTAI 7 ATION WITH A HIGH QUAIITY E KTERIOR TRIM PAINT. (Paint and other recommended supplies not included). For assistance or replacement parts call: 1-8 7 7 -GO-ROYAL © 2004 ROYAL OUTDOOR PRODUCTS CO. 5289 HWY #7 Unit #7 PO Box #56649 • Woodbridge, Ontario, Canada • 1,41, 8V3 a::i's'' SERIES. IiM .{ fer to parts list on opposite page for matching CN1 FG1 FG2 AL2 AL1 JT1 JW1 JW1 JT1 CA N a� r"rr w ..Px s1 a , .,>:,.,,Fk .9 5., co N N JTl Q L Jw1 Jwl Q r 771 VVi r'.oPTj w,, P�W7M� RBl y�.PVi(1 r;, JT1 ' Jw1 ®� JW1 JT1 N u ���'PWv R1Cl mrrsP�W,'zF. a?aIll 53 ?�a3PF1t£.ms Pf1# e L t w. ta...,f,. at3z' ,77 Jw1 Jw1 �j'i JT1 U Q LL N SLR.:,,f,� JT1 r JW1 LW Uor JW1 Li JT1 . p RB1 AC'1 CN1 CN1 R N ,. LN 1 HD1 FG2 ���FG1 _,,tt Identification V iggg ]Eg 'go ,q Joiner Panel (1T1-JT5, JW1) Z1,77 .Groove Panel (Pl1-PT5, PW1) Base Channel Door Lintel Slope Wall Cap Ridge Beam (AL1-AL6) (LN1) (SCII -SC2) (RB1) 059�Y� 0 uk Ridge Beam Joint Cover Roof Fascia Cap Roof Fascia Cap Cover Ridge Beam End Cap (RJC1) (FC1) (FCC) (REQ Door Sweep (DS) Full -Scale Hardware Screw #10 x 3/4' (1.90cm) (AS) Tools Required • Power drill with Phillips® (#2) or a #2 square bit • Ladder - Carpenter's square - Level • Rubber mallet - Hammer - Safety glasses _--Gloves - Wrench -7/16"site , Measuring Tape - Minimum 16' feet (5m) -,,rob Vent A) BO, N I 5 Zl! z Door Handle (HL) Corner Post Ridge Support Beam (RS1 -RS2) O Slide Lock (LK) 7's Hinge Screw Door Handle Screw Nut #9 x 1" (2.54cm) #9 x 1" (2.54cm) (DHS) (DHS) Wall Connector MCI!) Materials Needed • Foundation screws • Silicone Caulking Door Pin • Paint for doors - Exterior (HP) grade enamel F6cia Gable (FG1-FG2) Astrigal (ASD 2 Prong Hinge Plates (DH) @ MMC Washer Boll (BS) a A- 3 v How to Prepare the Building Site and Arichor the Building • Construct foundation (concrete slab or wooden platform) and anchor base channels before assembling your building. Foundation and anchoring materials are not included. • Make sure that your building complies with your local building codes. • Before you excavate you will need to call local utility companies (e.g. phone, able, gas and electric) to ensure the area in which you plan to dig is clear of underground cables or pipes. Utility company personnel will come and mark these areas for you, usually at no charge. Always excavate the base construction area slightly wider than the dimensions of the base to give you some working room. • Select a location that is free from ground water and provides suitable drainage, ample room to erect the building, and an area that an be levelled properly. Decide on the type of foundation. Foundation must be complete before unpacking and assembly an begin. In selecting the site, allow approximately 5' (1.52m) of clearance on all sides and 8' (2.44m) more than the height of the building for assembly. Exterior dimensions of 10' x 8' (3.05m x 2.44m) building: Roof Width: 122 1/2' (311.2cm) Roof Depth: 9915/16" (253.9cm) Heigh: 86 3/8' (219.4cm) Wall Width:118 3/16" (300.2am) Wall Depth: 9711/16" (248.2am) Concrete Slab Option Slab should be 4" (10.16 cm) thick. To provide the best support for your building and to ensure that the comers are square, the slab must be sloped slightly away from the door opening and free of bumps and ridges. Follow Building Code requirements and provide a moisture barrier as specified by your concrete contractor. OPTIONAL Use Concrete Sealer paint on cured concrete floor to prevent moisture buildup in building. Materials Needed: (not included) (4) 10' x 2" x 4" (3.05m x 5.08an x 10.16cm) for forms (2) 8' x 2" x 4' (2.44m x 5.08cm x 10.16cm) for forms 1.02 yd.s concrete for 4" (10.16cm) thick slab Cut Sizes: (2) 120' x 2" x 4" (304.8c m x 5:08cm x 10.16cm) 12) 102' x 2" x 4" (259.0&m x 5.OBan x 10.16an) 16" x 2" x 4" (40.64an x 5.08cm x 10.16cm) with pointed ends All stated sizes are nominal dimeffilan . Concrete slab --------------- 123"(31242cm)----------------, ' — — — — — 811/2" (207.011w)--------, _ 41 1/2" (105.41an) — — k — — — — — — — — — — — — — — — — 120"(304.8an) ----------------' A,-,4 Wood Platform Option To provide the best support for your building and to ensure that the comers are square, the platform must be sloped slightly away from the door opening and free of bumps and ridges. Materials to construct platform may be obtained at a lumberyard. 1. Begin by marking out the area to be excavated. Remove loose sod, topsoil or fill to allow for the placement of a compacted gravel base. Excavating is required to achieve a firm foundation which will prevent your base from shifting/sinking and give overall stability. We recommend you dig to a depth that wil allow for a 2" gravel bed and will allow your base to be slightly above ground level. In some areas it may be required to dig deeper to achieve this goal. 2. fill the area with a minimum of 2" of medium to fine gravel. Grade your aggregate material as closely as possible to the final contour of the base surface. To ensure.proper drainage make sure to grade the slope of the base installation away from the front of the shed. Use either a hand tamper or plate compactor and firmly compact the gravel base material. 3. Have lumber cot to size and nail together following plan as shown. Recommended minimum nail length is 3". 4. Position platform onto she and drive stakes into the ground to anchor platform. 5. OPTIONAL: Paint floor to preserve platform. Materials Needed: (not included) (4) 10' x 2" x 4" (3.05m x 5.08an x 10.16cm) pressure treated studs (13) 8' x 2' x 4" (2.44m x 5.08cn x 10.16cm) pressure treated studs (3) 3/4° x 4' x 8' (1.90cn x 1.22m x 2.44m) exterior grade plywood Cut Sizes: 7m (2) ]0' x 2'x 4' (3.05m x 5.08an x 10.16an) art _ ! (2) 120" x 2" x 4' (304.Ban x 5.08an x 10.16an) From (1) 10' x 1°x 4' (3.05m x 5.08an x 10.16an) an (8) 141/2' x 2" x 4' (36.83an x 5.08an x 10.16an) From (1) 10' x 2"x 4' (3.05m x 5.08an x 10.16an) cut (1) 141/4' x 2" x 4' (36.2cm x 5.08an x 10.16an) (6) 141 /2" x 2° x 4' (36.83cn x 5.OBan x 10.16an) (1) 18' x 2" x 4" (45.72cn x 5.08an x 10.16cm) pointed for stake from (9) 8' x 2' x 4' (2.44m x 5O&m x 10.16cm) ad (9) 96' x 2° x 4' (243.84an x 5.08cn x 10.16an) From (2) 8' x Tx 4' (244m x 508an x is mcm) an (12) 141/4' x 2' x 4' (36.2cm x 5.08cn x 10.16an) (2) 101/8" x 2" x 4' (25.72cm x 5.08an x 10.16an) From (1) 8' x 2"x 4' (244m x 5.08an x 10.18cm) cut (2) 141/4' x 2" x 4" (36.2cm x 5.08an x 10.16cn) (3) 18' x 2' x 4" (45.72an x 5.08an x 10.16cm) pointed for stakes From (1) 8' xY x 4' (244m x 5.08an x is l6cm) aft (8) 101/8' x 2' x 4' (25.72an x 5.08an x 10.16cm) (1) 141/2' x 2' x 4' (36.83an x 5.08cm x 10.16cm) Plywood: from (1) 314'x 4' x 8' (1.90cm x 1.22m x 244m) cut (1) at 48" x 96" (121.92an x 243.84cm) from (1) 314"x 4' x 8' (1.90cm x 1.22m x 244m) ail (1) al 48' x 51" (121.92cn x 129.54an) (1) at 48" x 24" (121.92an x 60.96cm) From (1) 314"x 4' x 8' (1.90an x 1.22m x 244m) aft .,'1) at 48' x 51" (121.92an x 129.54cm) 1) at 34" x 24' (86.36cn x 60.96an) (1) at 17" x 24' (43.18an x 60.96an) I---------------- ,z0"(3019aa----------------I 1---- 49"112192m11--------- 46"(121.9W ----� 24"(60.96m) 1 I rs4"xirSTAM TIP. (44 171/2" 34 v4- I , I (66a9m) I � 151• � , � t12954m1) I I I I ' 66 3/4" (169m* 1821/2" tzI o9.65� 99. (251.46* I---------------- 1Z0•'(304*4----------------I - - - - - - - - - - - - 1076/r'(Z7L77a) -------------, 1 L------------ 96•(2U94®)------------- SO"aU2.)---------- 1 I I ------- 64"(162.5 * - - - - - - i I , -- -- 46"(12192u0 � 321i4" ro19ma � I I I � I ��sin^•I ! ! I I I � I A -s Base Channel Assembly Parts Needed: 2 Side Base Channels 2 Side Base Channels 1 Right Rear Base Channel 1 Left Rear Base Channel 1 Right front Base Channel 1 left Front Base Channel (Right and left are determined when facing the front of building.) Concrete or wood foundation must be installed. See pages 4 and 5 for instructions on how to prepare site and anchor building. Position 8 Base Channels on platform as shown (rear channels are longest). Allow 7015116" (180.2cm) between front Base Channels for door placemenn Use a carpenter's square to line up comers. Please note: The diagonal measurement included in the diagram may vary slightly from the actual measuremenL APPLY A CONTINUOUS BEAD OF SILICONE CAULK UNDERNEATH BASE CHANNELS, AROUND THE INSIDE PERIMETER OF THE BASE CHANNELS AND WHERE INDIVIDUAL CHANNEL PIECES MEET. CHECK 70 15116" (180.2cm) door opening dimension between front Base Channels. I � I -ai ` 9 l9�� Secure Base Channels (AL1-A16) to foundation using flat- "' head wood screws if your foundation iswood or flat -head r7 concrete screws for a concrete slab. These screws are 2 not included The recommended size of flat -head screws to use is 3/16" x 3/4" Use pre -drilled holes in channels as a guide for screw placement Install a minimum of 6 screws in each side and rear channel piece and 4 screws in each front channel. DOABLE CHECK 70-15116" (180.2cm) door opening dimension between front Base Channels. NOTE: Holes in exterior of Base Channels are for drainage only. DO NOT INSTALL SCREWS IN THESE DRAINAGE HOLES. A- 4, Back and Side Wall Assembly Parts Needed: 2 Comer Posts 10 Side Wall Joiner Panels B Side Wall Groove Panels 10 Back Wall Joiner Panels 8 Back WaII.Groove Panels 1 Wall Connector `,Right and left are determined when facing the front of the building.) It's helpful to lay out all the required panels on the ground around your foundation in their proper sequence. Note that the back wall panels are angled at the top edge and vary in length. 6 Install a group of 2 back wall panels labeled PT2 JT2 into .ems. Rim Phonnnl CgEM q, •K i USER General Assembly 1.1 The Joiner and Groove Panels are designed to make assembling your building easy. The Joiner Panel and Groove Panel slide together easily without additional lubricants There is not an inside or outside surface to the panels. Some panels are shipped preassembled in groups of 3 or 4. Due to the weight of the pre - assembled panels, you may find it necessary to disassemble some groups of 3 or 4 in order to assemble your building. Joiner Panel Groove Panel r =� First, insert a group of 3 pre -assembled side wall panels labeled JT1.4PT1.1T1 into side Base Channel at right rear comer. Make sure a Joiner hanel faces the comer. " V1. A- 7 Continue to build the right side wall f adding a Groove Panel PH followed by a Joiner Panel IT1. Make sure you'hold onto the panel unfit you insert it into the Base Channel; do not release the panel and allow it to drop into the channel. I Add Groove Panel PT7 to n 1 /4 Install a group of 2 back wall panels i� labeled PT2—IT2 into rear Base Channel. 9 Insert a group of 3 side wall pan- els labeled JTl- PT1 JT1 into side channel at the right front comeraBowing room for a Groove Panel PR Make sure a Joiner Panel faces the front comer. 1 Insert a ITS Joiner Panel to the P12 panel at the back wall. Continue inserting panels PT5-IT5-PT54T5-PT5JT5. Place the Wall Connector WC1 over the top of panels IT5-PT54T5-PT5-ITWT5JT5. �v -F 01 M Snap 2 piece Vent assembly IN provided into hole located at top of 1T4. Insert 1T3- 1j" - 4--) PT3JT4 along back wall on the left side. HINT. A ladder may be required when assembrng back wall. Insert PT4 to complete the back wall. InsL Post .J/801 Snap 2 piece Vent assembly VN provided into hole located at top of M. Insert 1T3- 1 _ nT2_ Ire ,1... heck wall on the right Al. Insert a group of 3 side wall panels labeled 1T1-PT11T1 into side Base Channel beginning at the left rear comer. 011 Repeat steps 8-10 to build left side wall. b A-,q . Front Wall Assembly Parts Needed: 2 Front Wall Joiner Panels 1 Right Door Jamb Groove Panel 1 Left Door Jamb Groove Panel 2 Comer Posts 1 Door Lintel 1 Header Assembly 4 Slope Wall Caps 4 Fascia Gables 2 Ridge Beam Sections 2 Ridge Beam Steel Support Beams 2 Ridge Beam Steel Support Beams 1 Ridge Beam Joint Cover 8 Ridge Beam Steel Insert Beam Bolt Set Sum d10 x 3/4" (1.90cm) (Right and left are determined when facing the front of buMng.) Install a Comer Post CK Repeat to install M and D12 in left front Comer. Lay out all the required 2 panels on the ground around your foundation in their proper sequence. Note that the front wall panels are angled at the top edge and vary in ledglh. The Door,Hinges must face the outside of building on the right and left Door lamb Groove Panels. I Insert J12 and D11 in front Base Channel at the right 1 27jfront comer. Add Door Untel LN1 across top of front walls. The Door lintel's 2v grooved'surface should fare up and screw holes should face inside of building. � 3i A —1 0 Push Header Assembly HDI all the way into Door Lintel LN1. q Make sure Comer Posts CN1 and panels are fully seated into Base Channels, Install a screw (#10 x 3/4" 4, 5-�j (1.9 an)) at each end of Door Lintel LNl ordy. Match up front and rear Slope Wall Caps (SCI, SC2) for both sides of building. Attach caps, pre-drilled t holes facing inside. Push down to fully seat install right Fascia Gable FG1 rx, on right side of front wall. F Install the other right Fascia 2411 2 Gable FG1 to left side of rear wall (as you are facing front of building). Repeat to install left Fascia Gable FG2 on left side of front wall. Install the other left Fascia Gable FG2 to the right side of rear wall (as you are facing front of binding). I I� Have one person push down on the Fascia Gables while the other installs one screw at each end of the gables from the inside. 3 A-11 Ridge Beam Assembly Layout Ridge Beam Steel Support Beams (RS1 & RS2) to proper length as in diagram. Line up holes and bolt Steel Support Beams together using bolt set provided (Note: 4 bolts are to be used to fasten beams together at the centre and 2 bolts are to be used at either end to fasten 6" supports). Tighten bolts using 7/16" wrench r RS1 RS2 f r RS2 RS1 9VSlide a Ridge Beam section RB1 onto assembled Steel Support Beam. Slide remaining Ridge Beam section RB1 onto assembled Steel Support 2 Beam. Note: Make sure the flush ends of the Ridge Beam sections meet in the middle of the assembly. CUT BACK END FLUSH END ^ n' - cm 1 �_q If you do not have the recommended rive feet of clearance on one side, you may follow these assembly instructions as an alternative: p Working from the inside of the building, slide roof Joiner Panel JW1 into fascia FG a at rear and frontof building. Note: You must remove both gables from the side that you have the clearance on to slide the JW1 panels down. Next, install Groove Panel PW1 and continue until entire side of roof is complete. Important: Make sure you slide roof panels down approximately eight inches from top of roof to allow the installation of the Ridge Beam. Ridge Beam as shown at Step 32 making sure bottom wing of Ridge Beam fits under Fascia (FG1 & FG2) at each end of walk. Slide Joiner Panel JW] nearest outside wall into Ridge Beam and continue at Step 35. Slide an Ridge, Beam Joint Cover RJCI onto Ridge Beam. Apply a bead - of silicone around joint where Ridge Beam pieces meet. Slide Ridge Beam Joint Cover over siriconed joint. , , Add Ridge Beam: Make sure bottom wing •of Ridge Beam fits under Fascia a Gables (FG1 & FG2) at each end of walls. A,1Z Roof and Door Assembly Parts Needed: 10 Roof Joiner Panels 8 Roof Groove Panels 4 Roof Fascia Caps 2 Roof Fascia Cap Covers 2 Doors 2 Door Sweeps 4 Door Pins 2 Door Handles 8 Door Handle Screws #9 x 1" (2.54cm) 1 Slide Lock 2 Ridge Beam End Caps Screws, #10 x 3/4" (1.90cm) (Right and left are determined when facing the front of the building.) Lay out all the required panels on the ground around the building in their proper sequence. f3i'�3;5'}4&�;`�•.^,a,: tz`^$K L Working from the outside of the building, slide roof Joiner Panel JW1 { into Fascia Gable FG at rear of building. + 2 Hint: Make sure panel is fully seated into the Ridge Beam. Instal 1 screw only into comer of Ridge Beam RBl into hole nearest outside wall 0 0 I 3j6Next, addroof Groove Panel PW1 and instal screw into Ridge Beam_hole only where Groove Panel PW1 meets Joiner Panel J111, Continue to add Roof Panels and screws until both sides of roof are built. To verify that your door h:standing property, ensaro that the two larger panels -are on top. The two smaller panels and the groove for the Door Sweep DS are. on the ,�,�` bottom. When the Hinge Plates DFl are installed the prongs on the Hinge Plate DH must face outward. DOOR TOP LARGE PANELS HINGE J LOCATION SMALL PANELS GROOVE LEFT DOOR RIGHT DOOR DOOR BOTTOM HINGE LOCATION A-13 Install the Door Sweep DS onto } each door by gently tapping the j sweep into the grooves on the door bottom. Important: Do not install Door Sweep DS until you have painted the doors. F BEVELE1 HOLES FRONT • r frf�.�� •Irrp�/� fi •rfrf,��� r -411)Install Door Handles X in pre -dulled holes with awed end of handle facing outside of building. TOP CK ED VN BOTTOM INSERT THESE SCREWS FIRST PARALLEL WITH DOOR FRANE t Before you attach the Hinge Plate DR please- identify the correct position of the hinge Ting, ' diagram a. The correct position of the hinge`` ` for the left door is (a) with the etched crown right -side up and facing you and 0) with the larger opening of the beveled screw holes facing you. The correct position of the hinge for the right door is (a) with the etched crown upside-do(n and facing you and @) with the larger opening of the beveled screw holes facing you. line up Hinge Plates DH so that they are parallel with the back of the door frame as in diagram b. Make sure that the two prongs are facing outward. Insert the two outside screws first to ensure the hinge is property aligned. =t/ Next, install sAstrigal ASf on — 212 left door of the building. Position Wgal on inside of left door so that the screw locator holes on the Astrigal are positioned on the left door and the positioning fin on the Wgal fps tightly against edge of left door. Mark hole locations on left door while holding Astrigal in place. Drill 1/16" diameter holes, making sure that the drill does not penetrate the exterior side of the door. Install Astrigal with #10 x 3/4" screws provided. ASTRIGAL E 0 PRONGS FACE I OUTSIDE OF DOOR A-1Y 15 v Before attempting to align doors, while inside the.building, insert a screw in the first hole of-, the, Base: Channels (AL5 & AL6) at the j Door Jambs (DJ1 & D12). If doors are uneven, refer to step 44. Note: The door hinges have a special mechanism that keeps the door locked into the hinge even if pins are removed. Do -not remove the hinges. Door Alignment Tips 1. Before you install screws in the Slope Wall Caps (roof/wall line), you must align the doors. DO NOT install screws unless the doors are lined up properly. 2. Ensure the doors are not upside down. The Door Sweep groove must be at the bottom. 3. If you have installed your doors and you are experiencing problems, as in Figure a, use the following instructions to correct: To obtain an even vertical gap between the doors, i.e. the doors are touching at .the top or the bottom, gently push the building back and forth, not side to side. To obtain an even horizontal gap between the doors and the Door Lintel, i.e. the top of one door is,higher than the other,`gently push the shed side to side. You will notice that the doors shift as you push the building. 4. If you have installed your doors and you are experiencing problems as in Figure b, use the following instructions to correct: In Figure b, the right door does not line up properly with the left door because the bottom of the right door appears bent inward. To correct this, gently push on the building at the top of the front right comer (at the point shown in Figure b) until the right door is aligned properly. If the left door appears bent inward, cor- rect the alignment by pushing on the top left comer of the building. 5. Complete your assembly by installing a few screws at a time. For example, install two or three screws and check your doors. Repeat this procedure until all the screws are installed. 6. If you are still experiencing problems, all the 1.800 consumer service line for �— assistance. A -r o� i Cover roof ends with Roof Fascia Caps M. Make sure Roof Fascia Caps FC1' are flush with roof panels at each'end. Install screws, alternating top and bottom pre - drilled holes in Roof Fascia Caps M. L� r 5 4-J Shelving Instructions (Optional) i�i Please make sure that all shelving and support screws (not provided with building) are installed into the seam between panels. Snap Roof Fascia Cap Covers FCC in place where } the Roof Fascia Caps FC1 meet. i End Caps RFC in front and crews. t • Screw installation 4-" Inside the building, beginning in each comer, secure rear Fascia Gable FG with screws } s to back wall panels. Pre -drilled holes should fine up where the panels are joined. It is helpful to have one person on the outside of the building pushing down on the Fascia Gable FG while the second person inserts the screw from the inside. Install 3 screws into both front Fascia Gables FG beside door opening while one person holds the Fascia Gables FG down from the outside. IMPORTANT.• Be sure to check door alignment several times during screw installation to ensure building has not moved out of alignment. If it has, realign and resume installation of screws. —w I First, install lower screws on Slope Wall Caps (SC] & SC2) into side wall panels. Next, inspect side wall to ensure it is visually straight - from the front comer to the back comer along the length of the building. If your wall is not straight, correct it by pushing the wall inwards or outwards accordingly. Upon confirmation, install screws into the top of Slope Wag Caps *(SC] & SC2) into the roof panels. Install-#10 x 3/4" (1.9un) screws in the Door } .; Lintel LN1 and front Fascia Gables (FG1 & FG2). 5� Have one person push the lintel upward at the centre so as the. Lintel bends upward slightly while the remaining screws are installed in the Lintel, Finish by installing a screw at the bol- ..,� v tom of all panels - front, back and sides into Base Channels on inside only (Note: holes in exterior of Base Channels are for drainage only). DO NOT INSTALL SCREWS IN THESE DRAINAGE HOLES. Mark hole locations on Inside of door � while Slide Lock LA is held into the hole provided in the Door Lintel LN1. Drill 3 holes,1/16" diameter into the door (make sure that the drill does not penetrate the exterior side of the door). Install Slide Lock with p10 x 3/4" (1.90cm) screws provided. NOTE: With Astrigal AS1 in place you may need to position Slide lock over top of Wgal in order to line up Slide Lock with pre -drilled hole in Lintel. ,V, /J'I& Instructions For Cleaning Congratulations on your purchase of a fine quality Storage Building from Royal Outdoor Products. With proper maintenance your vinyl storage building will exceed your expectations for years to come. Cleanin It is recommended that you clean your storage building, at least twice'a year to prevent a build up of dirt. Most often a heavy rain is sufficient in cleaning it or you may want to wash your building with a standard garden hose. If neither rain nor hosing does a satisfactory job, follow these instructions. Cleaning your new building is quite. easy and the following cleaners can be utilized Simply Green', FantasticTm, Soft Scrub"", Lestoill, Murphy's Oil Soap', WindexTm, and Tilex, you may also consider a mixture of 30% vinegar and water solution to use as a cleaner. Use a soft cloth or an ordinary long handled soft bristle brush to wash. Avoid using any chlorine -based cleaner, nail polish remover laundry, detergent, furniture polish cleaner, and other cleaners containing organic solvents which could effect the surface appearance of the building. For stains such as pencil; paint, oil stains-andIg use a mildly abrasive cleaner with the understanding that any abrasive material could have a deleterious effect on the surface appear- ance. Caution: Any material, which covers up the vinyl, may cause serious damage and is not covered by the warranty. Remove leaves, dirt, sap or excessive snow which may accumulate on the roof, do not place any lattice, vines, tar, shingles, tarps or other materials such as paint onto the surface of the vinyl. ant Any structural modifications to the building will void the product warranty. Always refer to your product manual for guidance. If yourequire additional assistance contact 1-877-GO-ROYAL �(467-6925). M Model S010 Attach serial Structure made in Canada Owners Manual number sticker from Printed in Canada 10' x 8' (3.05m x 2.44m) plastid crate cover here U.S. Pat appl'd for for future reference. 3� Royal outdoor Products Co. —J A Divislon of Royal Group Technologies Inc. 5289 HWY #7 Unit #7 • PO Box #56649 • Woodbridge, Ontario, Canada • L4L 8V3 http://www.royaloutdoor.com q A4 Royal Outdoor Products Vinyl Storage Buildings 10 Year Non -Transferable Limited Warranty Royal Outdoor Products Co. 5289 HWY #7 Unit #7 PO Box #56649 " Woodbridge, Ontario, Canada L4L 8V3 V Royal Outdoor Products Co., a division of Royal Group Technologies Inc., (" Royal") in respect of Vinyl Storage Buildings manufactured by it (hereinafter referred to as "Products") warrants to you the original purchaser of Products, that subject to the terms and conditions herein contained, the Products are and will be free from defects in materials and workmanship. that result in warping, rotting, corroding, flaking, pealing, blistering, or abnormal discoloration of surfaces. This warranty will remain in effect for a period of 10 years as long as you are the original purchaser of the Product and if the Product used in non-commercial applications. All failures to Products covered by this warranty will be repaired, replaced or restored by Royal in accordance with the terms and conditions of this warranty. By acceptance and use of the Products, you agree with Royal's liability, and replacement of the Products at Royal's option, as provided herein. Products which experience color change due to normal weathering are excluded from.this warranty (including non -uniform fading and color changes resulting from unequal exposure of panels to the sun and elements.) For the purpose hereof, the term "normal weathering" means exposure to ultraviolet (sun) light, and extremes of temperature and atmosphere which will cause any colored or painted surface to fade, darken, chalk or acquire a surface accumulation of dirt or stains. The severity of these conditions depends on air quality, the geographic location of the property at which the Products are installed, and other local conditions over which Royal has no control. Royal shall not be liable for and this warranty does not apply or extend to any failure, defects or damages arising from or connected with, without limitation, misuse, neglect, faulty or improper Installation. This warranty is void if structural parts and components not supplied by Royal are used. Failure, damage, defects or malfunctions resulting from misuse, abuse, negli- gence, alteration, accident, lack of proper maintenance, impact of foreign objects, hail, tornado, hurricane, other violent storm, flood, fire, pollutants, chemicals, acts of God and other causes beyond Royal's control shall not be considered defects under this warranty and are not covered in any way by this warranty. Royal shall not be liable for inconvenience, labor, loss.of time, maintenance, removal or reinstallation of the Products or other incidental, special or consequential damages arising in rela- tion to the purchase -or use of the Product. This warranty Is void ff.the surface of the Product is covered with paint dr' any other foreign material, other than as specifically directed in the owners manual included with the -Product. re 10 Year Limited Warrant -Non Commercial Applications coverage provided by this warranty is extended to cover_individuals who are using the Products as home- u„ers and does not extend to Products purchased by_or installed upon proper owned b and other entities including without limitation corporations partnerships ids or any other mult1-hou§d2 arrangements, ; This warranty becomes valid only after the product warranty card has been submitted to Royal Outdoor Products Co within, 30 days of installation. The warranty can also be activated by contacting Royal Outdoor Products Co, Customer Care Center at 1 877 GO ROYAL (467-6925) or by visiting our web site at www.royaloutdoor com. Warranty Claims- - defects to obtain warranty service. Should the Products contain a manufacturing defect p i mptiy contact the Royal Outdoor The owner must give prompirriddce of any Products Co Customer Care Center at 1 877;,GO ROYAL (46776925) .or by mail.at 5289 HWY,#7 Unit #7, PO Box #56649, Woodbridge, Ontario; I:41,%W to register the claim with a customer care representative. ftoyal.will require proof of purchase, Product serial number and a:clear photograph of the defective:part(s) -(or actual parts) if requested). Royal will, at Its option, repair or replace such defective part(s) free of, charge, including freight charges within North- America. Royals shipping service will deliver parts under this warranty within 8 to 10 business days. This warranty is not applicable outside North America: In order to,ensure warranty'coyerage you must register your Product within 30 days of'purchase. Warranty registration can be accomplished by calling 1877 GO ROYAL (40-6925), infling InIhe completed Product warranty card or registering online at www.ioyaloutdoor.com. Shipping Instructions: If requested for inspection, defective parts must be shipped to Royal Outdoor Products Co, Customer Care Center, shipping address will be provided upon approval. Please include the following Information in the package: full name, home address, telephone number, Product model number and part number. When returning product please use an insured method of delivery such as Fed Ex insured accordingly, with the signature option on, or your preferred courier service. You must pay for return shipment, as we will not accept C.O.D. returns or any additional shipping charges, which may occur when packages are entering Into Canada. Royal reserves the right to discontinue or change any of its Products, including colors, without giving notice to the purchaser. Should a Product covered by this warranty be unavailable, Royal reserves the right to substitute a Product that is of equal quality according to Royal's sole discretion or to refund the portion of the original price for defective part of the Product reflective of its original contribution to the cost of the Product. THIS WARRANTY IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, LIABILITES OR OBLIGATIONS OF ROYAL EITHER EXPRESSED OR IMPLIED, EXCEPT THAT THE DURA- TION OF ANY IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED IN TIME TO THE DURATION OF THIS WARRANTY. ROYAL SHALL IN NO EVENT BE LIABLE FOR CONSEQUENTIAL OR INCIDENTAL OR SPECIAL DAMAGES OF ANY RIND FOR BREACH OF ANY EXPRESS WRITTEN OR ORAL OR IMPLIED WARRANTY ON PRODUCTS. YOUR EXCLUSIVE REMEDY SHALL BE ENFORCEMENT OF THIS WARRANTY UPON THE TERMS AND CONDITIONS HEREIN CON- TAINED. NO REPRESENTATIVE OF ROYAL OR ITS DISTRBUTORS OR DEALERS IS AUTHORIZED TO MARE ANY CHANGE OR MODIFICATION TO THIS WARRANTY [ime jurisdictions do not allow limitation on how long an implied warranty lasts, so the limitations contained herein above may not apply to you. Some jurisdictions do not allow the exclusion or limitation on consequential or special damage, so the above limitations or exclusions may not apply to you. This warranty gives you specific legal rights, and you may also have other rights, all of which vary from jurisdiction to jurisdiction. A-18 lodel S108 —Owner's Manual 10' x 8' (3.05m x 2.44m) Version 1.4 PLEASE READ OWNER'S MANUAL COMPLETELY BEFORE ASSEMBLING YOUR'BUILDING. ALL STATED SIZES ARE NOMINAL DIMENSIONS. S-0 WO " ' RRIDUE SHE lank you for choosing the Royal Outdoor Products. Storm Building. Please read this Owner's Manual completel before assembling: your building. Retain manual and. you dated sales slip for future reference and warranty claims: Assembly Safety Information As with any construction project, use common sense when assembling your building. Royal Outdoor Products cannot be responsible for any damages or injuries resulting from the incorrect use,of, any tools, equipment,or..the mishandling of any of the building components. • Use proper lifting .procedures when handling the packages. • Take care when handling the individual components and wear gloves td avoid cuts or scrapes. • Follow proper operating procedures for any tools, ladders, etc:' used when assembling the building. • Protect your eyes. Always wear safety glasses when assembling building and when using power tools and hammers. • Do not assemble building during high winds. • Do not'assemble building if parts are missing. A par- tially assembled building may be seriously damaged by high winds.. • This building must be anchored to the foundation to prevent wind damage. See pages 4 and 5 for how to anchot.'Sciews for anchpring are nqt included. PLEASE TAKE A COMPLETE INVENTORY OF ALL PARTS USING THE PARTS LIST AND PART IDENTIFICATION GUIDE PROVIDED ON PAGES 1, 2 AND 3. DO NOT ATTEMPT TO ASSEMBLE BUILDING IF PARTS ARE MISSING OR DAMAGED. For assistance or replacement parts call: r -- 1-877-GO-ROYAL ® 2004 ROYAL OUTDOOR PRODUCTS CO. 5289 HWY #7 Unit S7 PO Box #56649 • Woodbridge. Ontario, Canada • L4L 8V3 i9 -/ I Ofer toartslist on i page for matcUm 0 CN1 AL2 ALl IT1 Jwl Jwl -a-up-m- Ly i lllpm-� E ,7A- In a LL iwi JW1 U. IT1 jwl Jwl cl In Jwl Jwl ¢ LL W-M LL IT1 Jwl iw 171 AL6 RB1 ALS CM t; HD1 �FG 1 'tFG�2� in 0 C-4 cn JTl JTl 371 '-art Identification aIORICRO1 I;EI PAII,91;P,iRIVPIK���f��t����'"� Joiner Panel Groove Panel (1T1-JT5, JW1) (PT1-PT5, PW1) Comer Post Fascia Gable Base Channel Door Lintel Slope Wall Cap Ridge Beam Ridge Support Beam (CN1) (FG1-FG2) (AL1-AL6) 01) (SC1-SC2) (81) (RS1-RS2) r 3z� O t •sW"fhFdROY�LL• ®.i`� v o mel o - Ridge Beam Joint Cover Ridge Beam End Cap Roof Fascia Cap Roof Fascia Cap Cover Vent Door Trim Vertical Door Trim Horizontal Astrigal (RJC1) (REC) (FC1) ' (FCC) (VN) (DTV1, DTV2) (DTH1) (ASD Door Sweep Wall Connector Door: End Cap -Short Door End Cap - Long 2 Prong Hinge Plates lock Bracket Door Handle Slide lock X (WO (DEC1) (DEC2) (NH) (LB) K) (LK) Full -Scale Hardware Screw Hinge Screw Door Pin #10 x 3/4' (1.90cm) #9 x 1' (2.54crn) (HP) (AS) (D O Q Nut Washer Bolt Door Handle Bolt Set (Black) (BS) (DHBS) Tools Required Materials Needed • Power drill with Phillips® (#2) or a #2 square bit • Ladder • Carpenter's square • Foundation screws • Level • Rubber mallet - Hammer Safety glasses • Gloves • Silicone Caulking I• Wrench - 7/16" size • Measuring Tape - Minimum 16' feet (5m) • 1/4" drill bit rc�e•�mo-�remm��m I Ae3 How to Prepare the Building Site and Anchor the Building • Construct foundation (concrete slab or wooden platform) and anchor,base channels before assembling your building. Foundation and anchoring materials are not included. • Make sure that your building comples with your local building codes. • Before you excavate you will need to call local utifity companies (e.g. phone, cable, gas and electric) to ensure the area in which you plan to dig is clear of underground cables or pipes. Utility company personnel will come and mark these areas for you, usually at no charge. Always excavate the base construction area slightly wider than the dimensions of the base to give you some working room. • Select a location that is free from ground water and provides suitable drainage, ample -� room to erect the building, and an area that an be levelled properly. Decide on the type of -foundation. • Foundation must be complete before unpacking and assembly can begin. • In selecting the she, allow approximately 5' (1.52m) of clearance on all sides and 8' (2.44m) more than the height of the building for assembly. Exterior dimensions of 10' x 8' (3.05m x 2.44m) building: Roof Width:1221/2. (311.2cm) Roof Depth: 9915/16' (253.9ao) Height 86 3/8' (219.4cm) Wan Wuith:118 3/16" (300.2an) Wan Depth: 9711/16' (248.2cm) Concrete Slab Option Slab should be 4' (10.16cm) thick. To provide the best support for your building and to ensure that the comers are square, the slab must be sloped slightly away from the door opening and free of bumps and ridges. Follow Building Code requirements and provide a moisture barrier as specified by your concrete contractor. OPTIONAL: Use Concrete Sealer paint on cured concrete floor to prevent moisture buildup in building. Materials Needed: (not included) (4) 10' x 2' x 4" (3.05m x 5.08an x 10.16cm) for forms (2) B' x 2' x 4' (2.44m x 5.08am x 10.16cm) for forms 1.02 yd.1 co►arete for 4' (10.16ar) thick slab Cut Sizes: (2) 120' x Y x 4' (304.8an x 5.08cm x 10.16an) 02) 10Y x 2" x 4" (259.08tm x 5.0&m x lo.16am) (14) 16" x 2' x 4' (40.64un x 5.08cm x 10.16cm) with pointed ends Concrete slab - - - - - - - - - - - - - - - - 123" (312A2am) - - - - - - - - - - - - - - - - i ' 811/2" (207.01am) --------, j- - 41 1/2" (105.41.) - - '---------------- 120" (384.8an) ----------------' All staled sizes are nominal dnoerafarrs. /3-4 Wood Platform Option To provide the best support for your building and to ensure that the mmers are square, the platform must be sloped slightly away from the door opening and free of bumps and ridges Materials to construct platform may be obtained at a lumber yard. 1. Begin by marking out the area to be excavated. Remove -loose ' emove loose. sod, topsoil or full to allow for the placement of a compacted gravel base. Excavating is required to achieve a firm foundation which will prevent your base from shifting/sinking and give overall stability. We recommend you dig to a depth that will allow for a 2" gravel bed and will allow your base to be slightly above ground level. In some areas it may be required to dig deeper to achieve this goal 2. Fill the area with a "minimum of 2" of medium to fine gravel. Grade your aggregate material as closely as possible to the final contour of the base surface. To ensure proper drainage make sure to grade the slope of the base -installation away from the front of the shed. Use either a hand tamper or plate compactor and firmly compact the gravel base material. 3. Have lumber cut to size and nail together following plan as shown. Recommended minimum nail length is 3". 4. Position platform onto site and. drive stakes into the ground to anchor platform 5. OPTIONAL: Paint floor to preserve platform. Materials Needed: (not included) (4) 10' x 2" x 4" (3.05m x 5.08cm x 10.16cm) pressure treated studs (13) 8' x 2' x 4" (2.44m x 5.08cm x 10.16cm) pressure treated studs (3) 3/4' x 4' x 8' (1.90an x 1.22m x 2.44m) exterior grade plywood Cut Sizes: am (2) 70x 2'x 4' (3.05m x 5.08cm x 10.184 an (2) 120' x 2" x 4" (304.8an x 5.08cm x 10.16an) From (1) 10' x 2" x 4' (3.05m x 5.08cm x 10.16cm) art (8) 141/2" x 2' x 4' (36.83cm x 5.08an x 10.16an) From (1) 10' x 2'x 4' (3.05m x 5.08am x 10.16cm) ad (1) 141/4' x 2' x 4' (36.2cm x 5.08cm x 10.16911111) (6) 141/2' x 2' x 4' (36.83an x 5.O8an x 10.16cm) (1) 18' x 2' x 4' (45.72an x 5.08cm x 10.16cm) pointed for stake From (9) 8' x 2'x 4' (244m x 5.OBtm x 10.16am) ad (9) 96' x 2° x 4' (243.84cm x 5.08cm x 10.16cm) From (2) 8' x 2' x 4' (2440 x 5.08am x 10.160 ad (12) 141 /4' x 2' x 4' (36.2cm x 5.08an x 10.16cm) (2) 101/8' x 2' x 4' (25.72an x 5.08an x 10.16an) From (1) 8' xYx 4" (244m x 5.08am x 10.16am) ad (2) 141/4' x 2" x 4" (36.2cm x 5.O8an x 10.16an) (3) 18' x 2' x 4' (45.72an x 5.08cm x 10.16cm) pointed for stakes From (1) 8' x Y x 4' (244m x 5.08am x 10.16cm) ad (8) 101/8' x 2' x 4' (25.72an x 5.08am x 10.16an) (1) 141/2" x 2' x 4' (36.83an x 5.OBan x 10.16an) Plywood: From (1) 3/4'x 4' x.8' (1.90am x 1.22m x 244m) ad (1) at 48' x 96" (121.92an x 243.84an) From (1) 3/4" x 4' x 8' (1.90crm x 1.221FIx 2.44m) all (1) at 48' x 51' (121.92an x 129.54an) (1) at 48' x 24" (121.92an x 60.96cm) From (1) 3/4' x 4' x 8' (1.90ae x 1.22m x 244m) at (1) at 48' x 51' (121.92an x 129.54an) ,'(1) at 34' x 24' (86.36an x 60.96cm) \ (1) at 11' x 24" (43.18an x 60.96am) ------- 110 (701Bua----------------, ' - - - - - 96" f24U4W - -" ' I- - - - 4r(12'mW ----; 24-M96NO i --- 4rnz1J2aa ----, ra4•a19.3rAW rn. (49) T r-i---j- . n1a (44.450 j 341/4" ' (1ns4m) , 1 ' 1 e4 3/4- (169MW I ' u' o9ss� sr (251.46W L---------- ,---------------- 120-CMW----------------I j ------------ 1075/6"(Z7137ua -------------I , , L------------ W(2UJ- ------------" '-------- eo-CZ03.W ------- I----. 4rn21.92w I 96" (243J4u) Af.-"S' APPLY A CONTINUOUS BEAD OF SILICONE CAULK UNDERNEATH BASE CHANNELS, AROUND THE INSIDE PERIMETER OF THE BASE CHANNELS AND WHERE INDIVIDUAL CHANNEL PIECES MEET CHECK 7015116" (180.2cm) door opening dimension between front Base Channels. Position 8 Base Channels on. platform as shown (rear channels are longest). Allow 70151160 Base Channel Assembly (780.2cm) between front Base Channels for door placement. Use a carpenter's square to line up comers. Please note: The diagonal measurement included in the diagram may Parts Needed: - vary srightly from the actual measurement: 2 Side Base Channels 2 Side Base Channels 1 Right Rear Base Channel 1 Left Rear Base Channel 1 Right Front Base Channel 1 left Front Base Channel (Right and. left are determined when faring the front of buildiing.) Concrete or wood foundation must be installed. See pages 4 and 5 for instructions on how to prepare site and anchor building. 2Secure Base Channels (AL 1-AL6) to foundation using flat- head wood screws if your foundation a wood or flat -head �'' concrete screws for a concrete slab. These screws are a not included. The recommended sae of flat -head screws to use u 3/16" x 3/4" Use pre -drilled holes in channels as a guide for screw placement. Install a minimum of 6 screws in each side and rear channel piece and 4 screws in each from channel. ® DOUBLE CHECK 70-15116" (180.2cm) door opening dimension between front Base Channel NOTE: Holes in exterior of Base Channels are for drainage only. DO NOT INSTALL SCREWS IN THESE DRAINAGE HOLES. /31rP Back and Side Wall Assembly Parts Needed: 2 Comer Pons 10 side Wall Joiner Panels B Side Wall Groove Panels 10 Back Wall Joiner Panels B Back Wall Groove Panels 1 Wan Connector ;Right and left are determined when facing the front of.the building:) It's helpful to lay out all the required panels on the ground around your foundation in their proper sequence. Note that the back wall panels are angled at the top edge and vary in length. 6 Install the group of 2 back wan panels labeled PIP--JT2 into rear Base Channel. General Assembly `"`� The Joiner and Groove Panels are designed to make assembling your building easy. The Joiner Panel and Groove Panel slide together easily without additional lubricants. There is not an inside or outside surface to the panels. Some panels are shipped preassembled in groups of 3 or 4. Due to the weight of the pre - assembled panels, you may find it necessary to disassemble some groups of 3 or 4 in order to assemble your building. Joiner Panel Groove Panel First, insert a group of 3 pre assembled side wall panels labeled JTl-PT1 JTt into side Base Channel at right rear comer. Make sure a Joiner Panel faces the comer. 16. rj 9-7 R Continue to build the right side wall adding a Groove Panel PTi followed by a Joiner Panel JT1. Make sure you hold onto the panel until you insert it into the Base Channel; do not release the panel and allow it to drop into the channel. Add Groove Panel PTl to complete right side wall. 12 Install a group of 2 back wall panels labeled JT2-PT2 into rear Base Channel. Insert a group of 3 side wall pan- els. labeled JTl- - a VV PTi-JTi into side channel at the right frbm comer allowing room for a Groove Panel PT1. Make sure a Joiner Panel faces the front corner. Insert a JT5 Joiner Panel to the P12 IF, panel at the back wall. Continue inserting panels PT5JT5-PT5-JT5-PT5-JT5. j Place the Wall Connector WC1 over the top of panels ij/ 3-F JT5-PT5-JT5-PT5-JT5-PT5-JT5. i6' 8 ® Snap 2 piece Vent assembly VN provided into hole located at top of A InsertJT3- 11 4-J P13-M,along back wall on the left;Mde. HINDA ladder may be required when assembfing back wall. Insert PT4 to complete the back wall 116. Inst ijl8j� POV Snap 2 piece Vent assembly_ IN provided Into hole located,at top of M. Irwrt M- I DT2ITA,1..,.., back wall onthe right side. Insert a group of 3 side wall panel labeled JTl-PT1 JTl into side Base Channel beginning at the left rear comer. �� Repeat steps 810 to build left side wall. r 0 Parts Needed: n L.J Front Wall Assembly 2 Front Wall Joiner Panels 1 Right Door lamb Groove Panel 1 Left Door Jamb Groove Panel 2 Comer Posts 1 Door lintel 1 Header Assembly 4 Slope Wall Caps 4 Fascia Gables 2 Ridge Beam Sections 2 Ridge Beam Steel Support Beams 2 Ridge Beam Steel Support Beams 1 Ridge Beam Joint Cover 8 Ridge Beam Steel Insert Beam Bolt Set Screws d10 x 3/4' (1.90cm) (Right and left are determined when facing the front of building.) 2!2 Install a Comer Post CfJi. Repeat to install 112 and DJ2 in left front corner. O 0 Insert M and DJ1 in front Base Channel at the right 211"1front comer. Lay out all the required panels on the 2ground around your foundation in their proper sequence. Note that the front wall panels are angled at the top edge and vary in length. The Door Hinges must face the outside of building on the right and left Door Jamb Groove Panels. Add Door Lintel LNl across top of front walls. The Door lintel's grooved surface should face up and screw holes should face inside of building. 15-/D Push Header Assembly HD1 all the way into Door Untel LN1. 275 Make sure Corner Posts CN1 and panels are fully seated into Base Channels. Install a screw (#10 x 3/4" (1.9 cm)) at each end of Door Lintel 1N1 only. j bw d Match up front and rear Slope Wall Caps (SC1, SU) for both sides of building. Attach caps, pre -drilled holes facing inside. Push down to fully seat. a I Install right Fascia Gable fG] on right side of front wall. r Install the other right Fascia Gable FG1 to left side of rear wall (as you are facing front of building). Repeat to install left Fascia Gable fG2 on left side of front wall Install the other left Fascia Gable FG2 to the right side of rear wall (as you are facing front of building). Have one person push down on the Fascia Gables while the other installs one screw at each end of the gables from the inside. g'11 PI ® Ridge Beam Assembly Layout Ridge Beam Steel Support Beams.(M & RS2) to proper length as in diagram. Line up holes and bolt Steil Support Beams together using bolt set provided (Note: 4 bolts are to be used to fasten beams together at the centre and 2 bolts are to be used at either end to fasten 6" supports). Tighten bolts using 7/16" wrench. r . , RS1 RS2 .. . RS2 RS1 ;;% Slide a Ridge Beam section R81 onto assembled Steel Suppon1eam. Slide remaining Ridge Beam section R81 onto assembled Steel Support 2219' Beam. Note: Make sure the flush ends of the Ridge Beam sections meet in the middle of the assembly. CUT BACK END FLUSH END ^ UORIN F,M' If you do not have the recommended five feet of clearance on one side, you may follow these assembly instruction as an alternative: Working from the inside of the building, slide roof Joiner Panel 1Wi into fascia FG 3�' at rear and front of building. Note: You must remove both gables from the side that you have the clearance on to sfide the JW1 panels down. Next, install Groove Panel PW1 and continue until entire side of roof is complete. Important: Make sure you slide roof panels down approximately eight inches from top of roof to allow the installation of the Ridge Beam. . Install Ridge Beam as shown at Step 32 making sure bottom wing of Ridge Beam fds under Fascia Gables (FG1 & f62) at each end of walls. Slide Joiner Panel M nearest outside wall into Ridge Beam and continue at Step 35. 0 n Slide on Ridge Beam Joint Cover R1C1 onto Ridge Beam. Apply a bead of silicone around joint where Ridge Beam pieces meet Slide Ridge Beam Joint Cover over siTiconed joint 3j2Add Ridge Beam. Make sure bottom , wing of Ridge Beam fits under Fascia Gabkti {fG1 & fG2) at each end of walls. pf.{ 2 0 Roof and Door Assembly 3�13 Parts Needed: �i 10 Roof Joiner Panels 8 Roof Groove Panels 4 Roof Fascia Caps 2 Roof Fascia Cap Covers 2 Door Panels 2 Door Trim Vertical 2 Door Trim Vertical (pre drilled) 4 Door Trim Horizontal 4 Door find Caps - Short 4 Door End Caps - Long 2 Door Sweeps 4 Hinge Plata - 2 Prong 4 Door Pins 2 Door Handles 4 Door Handle Bolt Set (Bolt, Washer, Nut) 1 Lock Bracket 1 Slide lock 2 Ridge Beam End Caps 16 Hinge Screws P9 x 1" (2.54cm) Flat Quad Screws, P10 x 3/4' (1.90cm) (Right and left are determined when facing the fr9m,of the building.) Lay out all the required panels on the ground around the building in their proper sequence. 4? r I I A g Working from the outside of the building, slide roof Joiner Panel JWI into Fascia Gable FG at rear of building. 3�'14- . m Hint Make sure panel is.fully seated into the Ridge Beam 3Next, add roof Groove Panel PWI and install screw into Ridge Beam hole only where Groove Panel PWI meets Joiner Panel JWf. .)6 , r i Continue to add Roof Panels and screws until.both sides of roof are built. Install 1 screw only into comer of Ridge Beam 01 into hole nearest outside wall. Begin assembling the door by placing a Door - " Panel DP on a flat smooth surface so as not to damage it's finish. 16 -i3 Slide the Door Trim Vertical piece ON1 with no holes onto the Door Panel 02,10) as shown making sure that the top edge with the lip (see inset diagram) is facing up and the bottom edge with the groove is facing down. Take care to space the trim evenly on the door frame TOP MU PMIDQ UP SWE 0 WHOM Ma (woo Then, slide a Door Trim Horizontal piece DTH onto the Door Panel as shown making sure that the top edge with the lip (see inset diagram) is facing up. Adjust the Door Trim Vertical Piece as necessary to ensure it is centered between the rizontal top and bottom he Door Trim. TOP ma(GUMP Dothe door. uP not flip a =L==� BOITOM EDGE ONSUX) 442! Insert the barbed flap of the Door End Caps - Short DECI into the slot of the unfinished comers of the Door Trim Vertical piece DTVI as in inset diagram a. Push the Door End Cap down fully so the top of the cap is flush with the top of the door as in inset diagram b. .4 3rNext, slide a Door Trim Horizontal piece DTH onto the Door Panel as shown making sure that the top edge with the lip (see inset diagram) is if up. Do not flip the door. MP EM PWO uP BaTiounialinix) , with Slide a Door Trim Vertical piece D1112 with holes onto the door panel as shown making sure that the top edge ... ... with the lip (see (inset diagram) N fac- ing up and the bottom edge with the groove 4 fac- ing down. Me care to space the trim evenly on MP EDGA (OMDO the Door Panel. Do not flip the door. SOTIDAI EM (W04 Attach the Hinge Plates DH with'the prongs facing up as shown using 09 x 1 I (2.54cm) screwsprovided. Do not oyerfighten. .......... . . . . . . . . . . . . . . . . . . . . . 13- /4 ® , Identify the correct face of the door. The back of the- door has a groove in the left and right door trim (Figure a). The front of the door has no groove. Position a door so that the Hinge Plates DH are on the left side and the prongs on the Hinge Plates face outward (Figure b). Position the remaining door so that the Hinge Plates D11 are on the right side and the prongs on the Hinge Plates face outward (Figure c). na " O BACK OF DOOR GROOVE DS DOOR TRIM HE PRC FF ON ""IGE NGS CE SIDE w ji F 35.3/4- + 13 Air Wyf r p .O• �R BACK OF DOOR ge-x 00, M Y •�- •-a f K Measure down 35 3/4" from s� the top of the right door trim facing the back of the right door �.tT and mark a line. Close both doors and from the inside, extend the line across to the left door. Place a Lode Bracket LB on the door so that the screw hole is on the line you previously marked and drill through to the outer edge of the door using a 1/4" drill bh. Place the bottom end of the Door Handle Dh over the hole and lightly fasten in place using a Door Handle Bolt Set. Visually Bne up the top of the Door Handle so that it b parallel to the edge of the door trim and drill through to the hole to the inner edge of the door using a 1/4" drill bit Fasten the upper part of the Door Handle in place using a Door Handle Bolt Set. Repeat to install the remaining Lode Bracket and Door Handle on the other door. mportant: The above measurement of 35 3/4" will place the door handle at average door height. You may wish to increase or decrease this measurement to place the door handle at a height that.suits your needs. 4—j! �a�' Install the Door Sweep DS onto each door by gently tapping the sweep into the grooves on the door bottom. - E �iti r NOTE The Door Sweep must be fully seated into the door. to allow for proper operation Next, install .4f� Astrigal ASI on 4 left door of the build'mg. Position Astrigal on inside of left door so that the screw locator holes on the Wgal are positioned on the left door and the positioning fin on the Astrigal fits tightly against edge of left door. Mark hole locations on left door while holding Astrigal in place. Install Astrigal with 110 x 3/4" screws provided. ASTRIGAL 4: )6 / 5^ Before attempting to align doors, while inside the building, insert a screw in the first hole of the Base Channels (ALS & ALQ at the «�• Door Jambs (Dl1 & Dl2). If doorsare uneven, refer to step 50. Note: The door hinges have a special mechanism that keeps the door locked into the hinge even if pins are removed. Do not remove the hinges. 5j,"Ov Door Alignment Tips 1. Before you install screws in the Slope Wall Caps (roof/wall line), you must align the doors. DO NOT. install screws unless the doors are lined up properly. 2. Ensure the doors are not upside down. The Door Sweep groove must be at the bottom. 3. if you have installed your doors and you are experiencing problems, as in Figure a, use the following instructions to correct To obtain an even vertical gap between the doors, i.e. the doors are touching at the top or the bottom, gently push the building back and forth, not side to side. To obtain an even horizontal gap between the doors and the Door lintel, i.e. the top of one door is higher than the other, gently push the shed side to side. You will notice that the doors shift as you push the building. 4. If you have installed your doors and you are experiencing problems as in Figure b, use the following instructions to correct: In Figure b, the right door does not line up properly with the left door because the bottom of the right door appears bent inward. To correct this, gently push on the building at the top of the front right corner (at the point shown in Figure b) until the right door is aligned properly. If the left door appears bent inward, correct the alignment by pushing an the top left comer of the building. 5. Complete your assembly by installing a few screws at a time. For example, install two or three screws and check your doors. Repeat this procedure until all the screws are installed. 6. If you are still experiencing problems, call the 1-800 consumer service line for 1 assistance. Door Juts Outward If'/to a'------4E4 • Z Screw Installation Inside the building, beginning in each corner, secure rear Fascia Gable FG with screen to back wall panels. Pre -drilled holes should lineup where the panels are joined. It is helpful to have one person on the outside of the building pushing down on the Fascia Gable FG while the second person inserts the screw from the inside. Install 3 screws into both front Fascia Gables FG beside door opening while one person holds the Fascia Gables FG down from the outside. IMPORTANT: Be sure to check door alignment several times during screw installation to ensure building has not moved out of alignment. If it has, realign and resume installation of screws a — First, install lower screws on Slope Wall Caps (SCI & SC2) into side wall 0 panels. Next, inspect side wall to ensure it is visually straight from the front comer to the bads comer along thelength of the building. If your wall is not straight, correct it by pushing the wall inwards or outwards accordingly. Upon confirmation, install screws into the top of Slope Wall Caps (SC1 & SC2) into the roof panels. 4 - Install d10 x 3/4' (1.9cm) screws in the Door Untel LN1 and front Fascia Gables (FG1 & FG2). t Have one person push the Lintel upward at the centre so as the Unteltends upward slightly while the remaining screws are installed in the Lintel.. . Finish by installing a screw at the bot- y�l 4-i tom of all panels - front, back and sides into Base Channels on inside only. Note: holes in exterior of Base Channels are for drainage only. DO NOT INSTALL SCREWS IN THESE DRAINAGE HOLES. Mark hole loca- jrtans on inside of door while Slide lock LK is held iftto the hole provided in the Door Lintel LN1. Drill 3 holes,1/16' diameter into the door (make sure that the drill does not penetrate the exterior side of the door). Install Slide lock LK with d10 x 3/4" (1.90cm) screws provided. NOTE: With Astrigal ASI in place you may need to position Slide Lock over top of Astrigal in order to line up Slide Lock with pre -drilled hole in Lintel. /g-/7 S Cover roof ends with Roof Fascia Caps FCL Make sure Roof Fascia Caps FC1 are flush with roof panels at each end. Install screws, alternating top and bottom pre - drilled holes in Roof Fascia Caps FC1. _ r Snap Roof fascia Cap Covers FCC in place where 5:)'� 7, the Roof Fascia Caps FC1 meet 6jG Shelving Instructions (Optional) Please make sure that all shelving and support screws (not provided with building) are installed into the seam between panels. 1-0 E f Ridge Beam End Caps RfCin and back, and install screws. 13--ie Royal Outdoor Products Vinyl Storage Buildings 10 Year Non -Transferable Limited Warranty Royal Outdoor, Products Co. 5289 HWY #7 Unit #7 PO Box #56649 Woodbridge, Ontario, Canada L4L 8V3 Royal Outdoor Products Co., a division of Royal Group Technologies Inc., (" Royal") in respect of Vinyl Storage Buildings tanufachrred by it .(hereinafter referred to as "Products") warrants to you the original purchaser. of Products, that subject to the terms and conditions herein contained, the Products are and will be free from defects in materials and workmanship that result in warping, rotting, corroding, flaking, pealing, blistering, or abnormal discoloration of surfaces. This.warranty will remain in effect for a period of 10 years as long as you are the original purchaser of the Product and if the Product used in non-commercial applications. All failures to Products covered by this warranty will be repaired, replaced or restored by Royal in accordance with the terms and conditions of this warranty. By acceptance and use of the Products, you agree with Royal's liability, and replacement of the Products at Royal's option, as provided herein.' Products which experience color change due to normal weathering are excluded from this warranty (including non -uniform fading and color changes resulting from unequal exposure of panels to the sun and elements.) For the purpose hereof, the term "normal weathering" means exposure to ultraviolet (sun) light, and extremes of temperature and atmosphere which whll cause any colored or painted surface to fade, darken, chalk or acquire a surface accumulation of dirt or stains. The severity of these conditions depends on air quality, the geographic location of the property at which the Products are installed, and other local conditions over which Royal has no control. Royal shall not be liable for and this warranty does not apply or extend to any failure, defects or damages arising from or connected with, without limitation, misuse, neglect, faulty or improper installation. This warranty Is void if structural parts and components not supplied by Royal are used. Failure, damage, defects or malfunctions resulting from misuse, abuse, negB- gence, alteration, accident, lack of proper maintenance, impact of foreign objects, hail, tornado, hurricane, other violent storm, flood, fire, pollutants, chemicals, acts of God and other causes beyond Royal's control shall not be considered defects under this warranty andare-not covered in any way by this warranty. Royal shall not be liable for inconvenience, labor, loss of time, maintenance, removal or reinstallation of the Products or other incidental, special or consequential damages arising in rela- tion to the purchase or use of the Product. This warranty is void if the surface of the Product is covered with paint or any other foreign material, other than as specifically directed in the owners manual included with the Product. ids or any other multi -housing arra ge e-M& This warranty becomes valid only after the product warranty card has been submitted to Royal Outdoor Products Co within 30 days of installation. The warranty can also be activated by contacting Royal Outdoor Products Co, Customer Care Center at 1 877 GO ROYAL (467-6925) or by visiting our web site at www royaloutdoorcom. Warranty Claims: The owner must give prompt notice of any defects to obtain warranty service. Should the Products contain a manufacturing defect promptly contact the Royal Outdoor Products Co, Customer Care Center at 1 877 GO ROYAL (467-6925) or by mail at 5289 HWY #7 Unit #7, PO Box #56649, Woodbridge, Ontario, 14L 8V3 to register the claim with a customer care representative. Royal will require proof of purchase, Product serial number and a clear photograph of the defective part(s) (or actual part(s) if requested). Royal will, at its option, repair or replace such defective part(s) free of charge, including freight charges within North America. Royal's shipping service will deliver parts under this warranty within 8 to 10 business days. This warranty. is not applicable outside North America. In order to ensure warranty coverage you must register your Product within 30 days of purchase. Warranty registration can be accomplished by calling 1 877 GO ROYAL (467-6925), mailing in the completed Product warranty card or registering online at www.royjaloutdoor.com. Shipping Instructions: t If requested for inspection, defective parts must be shipped to Royal Outdoor Products Co, Customer Care Center, shipping address will be provided upon approval. Please include the following information in the package: full name, home address, telephone number, Product model number and part number. When returning product please use an insured method of delivery such as Fed Ex insured accordingly, with the signature option on, or your preferred courier service. You must pay for return shipment, as we will not accept C.O.D. returns or any additional shipping charges, which may occur when packages are entering Into Canada. Royal reserves the right to discontinue or change any of its Products, including colors, without giving notice to the purchaser. Should a Product covered by this warranty be unavailable, Royal reserves the right to substitute a Product that is of equal quality according to Royal's sole discretion or to refund the portion of the original price for defective part of the Product reflective of its original contribution to the cost of the Product. THIS WARRANTY IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, LIABILITES OR OBLIGATIONS OF ROYAL EITHER EXPRESSED OR IMPLIED, EXCEPT THAT THE DURA- TION OF ANY IMPLIED .WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED IN TIME TO THE DURATION OF THIS WARRANTY. ROYAL SHALL IN NO EVENT BE LIABLE FOR CONSEQUENTIAL OR INCIDENTAL OR SPECIAL DAMAGES OF ANY RIND FOR BREACH OF ANY EXPRESS WRITTEN OR ORAL OR IMPLIED WARRANTY ON PRODUCTS. YOUR EXCLUSIVE REMEDY SHALL BE ENFORCEMENT OF THIS WARRANTY UPON THE TERMS AND CONDITIONS HEREIN CON- TAINED. NO REPRESENTATIVE OF ROYAL OR ITS DISTRBUTORS OR DEALERS IS AUTHORIZED TQ MAKE ANY CHANGE OR MODIFICATION TO THIS WARRAM Ome jurisdictions do not allow limitation on how long an implied warranty lasts, so the limitations contained herein above may not apply to you. Some jurisdictions do not allow the exclusion or limitation on consequential or special damage, so the above limitations or exclusions may not apply to you. This warranty gives you specific legal rights, and you may also have other rights, all of which vary from jurisdiction to jurisdiction. ,4,11 4 /3 -,Z_D Instructions .For Cleaning Congratulations on your purchase of a fine quality Storage Building from Royal Outdoor Products. With proper maintenance your vinyl storage building will exceed -your expectations for years to come. Cleanin It is recommended that you clean your storage building at least twice a year to prevent a build up of dirt. Most often a heavy rain is sufficient in cleaning it or you may want to wash your building with a standard garden hose. If neither rain nor hosing does a satisfactory job, follow these instructions. Cleaning your new building is quite easy and the following cleaners can be utilized Simply Green'T', Fantastic, Soft Scrub'TM, Lestoill, Murphy's Oil SoapTm, Windex'"', and TilexT" , you may also consider a mixture of 30% vinegar and water solution to use as a cleaner. Use a soft cloth or an ordinary long handled soft bristle brush to wash. Avoid using any chlorine -based cleaner, nail polish remover laundry, detergent, furniture polish cleaner, and other cleaners containing organic solvents which could effect the surface appearance of the building. For stains such as pencil, paint, oil stains and tar, use a mildly abrasive cleaner with the understanding that any abrasive material could have a deleterious effect on the surface appear- ance. Caution: Any material, which covers up the vinyl, may cause serious damage and is not covered by the warranty. Remove leaves, dirt, sap or excessive snow which may accumulate on the roof, do not place any lattice, vines, tar, shingles, tarps or other materials such as paint onto the surface of the vinyl. 1 ant: Any structural modifications to the building will void the product warranty. Always refer to your product manual for guidance. If you require additional assistance contact 1-877-GO-ROYAL (467-6925). Model S108 Attach serial Structure made in Canada Owners Manual number sticker from Printed in Canada 10' x 8' (3.05m x 2.44m) plastic crate cover here U.S. Pat. appi'd for for future reference. Iff Royal Outdoor Products Co. A Division of Royal Group Technologies Inc 5289 HWY #7 Unit #7 • PO Box #56649 • Woodbridge, Ontario, Canada • L4L 8V3 http://www.royaloutdoor.com �4-ZI �fiNt }` 3H lry 1 fii L41 i� 6yv 7a ,S8r F'. y+� �L"�✓�4... 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C 3W _a Fir.,, f-a" , ,i• -' W �..,n lr 8 �{cs a fay •i{ '_..4'•', e, Y" tix i[t fz v "wit, .ta :ss ax. f ;. a. �' f't.�9?a d_„a-� , xt.s e..•s.. tom. k ,. • ". r , ©. tl,#�� yy e��A`�ji 1II�;irp��F•1 F� :r /�?�� � my� ® e Y � ta`*: ® ,r� t� �1. ® 4,7+-�+ x% a .• v '�^3„ �;i ��S �r��.4ti Sit 4 T4 'wa���k�. 'i ? +.$3«C G��7iXn'��'T,�t ;� �, � ® �/Y'�'� � �� �� � ! � � 1�� "�-��, ^ t .'� �F rr wa.?�_.n. � l;"� �� t v+ x �.rsh rs^&�4ikli.:} � 1.y-,z v i.. ;ice I'�r--•fi+'`"�e ya 3js i� ',' 4� �vam! -r; �. s�;s1 �, r s .r '.xa ..-= �.d'.$t-s''%, _} "t,. .t^t ,a. ..... ..1.. T4: i. _ t s'•, ..a ...t - .. ., - _.— __ F Congratulations on .your purchase of a fine windload kit -from. Royal Outdoor Products.Co. Your windload kit. is 4 for use with the Winchester S010, S011, S020 and Woodbridge S108 models orlly:, Please follow'these-,easy steps along with your storage building manual to ensure that your.windload kit will be installed properly. IN LUDED MATERIALS: ` +—= 60 13116" ,(154.5 cm) --► Steel Insert SLl 6 pcs. 60 13/16" (1,54.5 cm) �---- 73 1132" (185.5-cm) --- ------r----------------- ------------------------------ �-- 68 25132" (174.7 cm) ► Steel Insert S12 6 pcs. 68 25/k2' (174.7 cm)' ------------------------------------ 80 21 /32" (204.9 cm) Steel Insert S13 4 pcs. Steel .Insert S14 2 pcs. 73 1 /32" (185.5 cm). 80 21 /32" (204.9 cm) ; leeve Anchor -SA 13 pcs. .. - ---- . -- .Screw.AS_21.0-pcs. 3/_8" Lock Washer LW .3/8" Hex Nut HN 5" x 3/8" #10 x 3/4" (1.90cm) 8 pcs. 5 pcs. 3/8`' Rebar --9 1,/8" length RV 1 pc. Lintel Inseff:1T.1 1 pc. 3/8" Rebar with coupling - 72 .13/161, length. RWC.,1 2 pcs. 3/8" Rebar with coupling - 83 13/16" length RWC2 1 pc: AD.D&IOINAL MATERIALS NEEDED: (NOT INCLUDED) � a lI �fi 9/16" Open Box Wrench c ;!r j `�e1�,. Hacksaw or -Cutters Measuring Power Drill with Phillips® 9/64" metal drill bit Tape (#2) or a #2 square bit 7/1`6" metal drill bit 3/16" x 1 1 /4" Concrete Screw 1 /2" metal drill bit 61 required 3/.8" concrete drill bit 0 2004 ROYAL OUTDOOR PRODUCTS CO. • 5289 HWY #7 Unit #7 • PO Box #56649 • Woodbridge. Ontario, Canada • L4L 8V3 Using the diagram as a guide, drill a 7/16" hole. into the left front Base Channel AL6 (in shed kit) as indicated using a metal bit. -------------- 91 I - I I I � I I DRILL USING A O W 7/16" DRILL BIT I I � N I I 3 I I I I O I I I I I I I I I I 1 1/4" (31.75mm) / — — — — — — — — — — — 0 0 0 i p -- o _ .� ..0. _... --o - - y Using the diagram as a guide, t ' drill a 7/16" hole into the right front Base Channel AL5 (in shed kit) as indicated using a metal bit. --———————— — — — — �I I I I a I I DRILL USING A I O 7/16" DRILL BR I oNi 3 I + i I N I 3 I I I I O I I I I I I I �^- 1 1/4" (31.75mm) ` — — — — — — — — — — — . o o O 1 - ..o o......., o o --——— — - - — —— w-. Using the diagram I 16/32" 1 (15.28mm) ( as a guide; drill la I I 7/16" hole into the I right rear Base I I Channel AL2 (in shed kit) as indicated using a metal bit. I I I I + E I I I DRILL USING A 7/16" DRILL BR r I m m I I I I O I I I I I I I I I ` — — — — — — — — — — — — — Position and square all Base Channels to _AMI _.MW the concrete foundation -as outlined in step 1 of the storage building assembly manual. Secure all Base Channels to the foundation as in step 2 of the manual except use the 3/16" x 1 1/4" concrete screws (not included) and install a screw at all 61 screw hole locations. e Z Using a 3/8" cor m— ; suggested), drill e "PF AL2, AL5 and AL using the 3 holes drilled in steps 1-3 as a g� Clean hole with Blow Out I (not provided). Thread the nut onto the Sleeve Anchor SA until flush with the top of the sleeve. Using a hammer, drive the Sleeve Anchors SA into the holes so that 1" remains above the surface at all 3 hole locations. Remove the nut when *anchors are in place. 77 77 r Ensuring that 1" of the Sleeve Anchor SA is above the surface, place the Flat Washer and Nut onto the Sleeve Anchor SA and tighten until finger tight. H Tighten the Sleeve Anchors SA an additional 2-3 turns using a 9/16" open box wrench at all 3 hole locations. e 3 a Assemble the walls of yoi r indicated in the storage t v for the panels not shown y- each of the Sleeve Ancho �_t or opening, place a 3M' Lock over the Sleeve Anchor SA follow( 3/8" Rebar with Coupling 72 13) length RWC1. Tighten with a 9/11 open box wrench until the. Lock Washer LW compresses. Repeat this step at the center of the rear track using the Rebar with Coupling 83 13/16" length RWC2 and Lock Washer M. Insert the remaining back wall panel € f PT4 to complete the rear wall ensur- ing the rebar is in the center cavity. Insert the doorjamb panels DJ1 and DJ2 at the front right and left respectively, ensuring the rebar is in the cavity nearest the door opening. Next, slide the Steel Inserts S12-Sl4 into the wall at the panels indicated in the diagram. The Steel Inserts must be placed into the center cavity of the panel with the open side of the Insert facing the exterior of the shed. Steel Inserts S12 go on the side walls at the panels shown in the diagram. Two Steel Inserts S13 go on the front walls into the DJ1 and DJ2 panels. The remaining Sl3 & S14 Steel Inserts go on the back wall at the panels shown in the diagram. L- 4 At Step 21 of the storage building manual, orientate the fil steel Lintel Insert LT1 so that the welded hex nut is to the front of the storage building. The nut should be slightly �— offset to the right of center. With the PVC Door Lintel LN1 in place, position the steel Lintel Insert LT1 ensuring the hole at each end is over the Rebar. Next, secure the steel Lintel Insert LT1 to the Rebar with a 3/8" Lock Washer LW and Hex Nut HN. Tighten until the Lock Washer LW fully compresses. INSIDE OF SHED PLACE I==O PLACE OVER OVER O Q+ DJ1 DJ2 FRONT OF SHED _ Thread a 3/8" Hex Nut HN about an inch up the 9 1/8" ii _J rebar RE1. - ._.. . Hex Nut of 3/8" Reba Lower the tighten until, the Lock We step 22 of the storage bi Ei' e 5r Turn a 01 Ridge Beam Section `upside down if,3} and drill a 1 /2" hole through the bottom face, at V" `-� the location indicated in the diagram. Using a hacksaw or other cutting tool, cut away a section approximately 2" x-1 1/2" on the right side of the R81 at the location indicated in the diagram. This opening provides clearance to tighten the nuts in step 16. Repeat these steps on the other RB1 Ridge Beam Section. RR RBI RIDGE BEAM STEEL SUPPORT BEAM ASSEMBLY Slide on the Ridge Beam Joint Cover RIC1 onto one end of a R81 Ridge Beam Section as in step 27a of the storage building manual. Slide the assembled Ridge Beam Steel Support Beams into the R81 Ridge Beam Sections exactly as shown. The ridge beam assembly is upside-down to allow you to drill the holes at step 15. — — — — — — — — — — — — — ---- -- DRILL USING A {-19/32" (15.15mm) I 1/2" DRILL BIT I1 I 1 u\7 N I I t• � 1 1 1 + I I 1 1 I I I I I I I 1 1 1 I 1 1 0 o I I I ---———————— — — — — — � 1 1/2" (38.10mm) 21/32" (64.18mm) - - - - - - - - - - }------- I �__ 2" (50.80mm) --� I %,——————————— — — — — — I Assemble the Ridge Beam Steel Support Beams, supplied 114-2 with storage building kit, as shown.in the diagram. Note that the longer RS1 piece is on the left side at the front and at the right side at the back. Also note that the bolt goes in from the longer RS1 to the shorter RS2 at the front and back. •'` A :o ,A L -!o l � I aligr you SupF Repe Turn Slide 27c of the storage building manual. 0 Place the assembled ridge beam into place atop the 1 storage building and thread the Rebar at the front and back through the holes drilled in Step 15. Next, secure the ridge beam to the Rebar with a 3/8" Lock Washer LW and Hex Nut HN. Tighten until the Lock Washer LW fully compresses. NOTE: You may find it helpful to slide the,:front right and rear left Fascia Gables FG1 back temporarily to complete this step. 01 7 After all roof panels have been installed, after Step 33 of the storage building manual, insert the remaining •117 Steel Inserts S11 into the roof at the panels indicated in the diagram. Steel Inserts S11 must be placed into the center cavity of the panel with the open side of the,insert facing the exterior of the shed. -\` NOTE: Steel Inserts S/1 can not be installed into Skylight Panels. If you have a Skylight Panel at a location that requires a Steel Insert you must move the Skylight Panel to another location on the roof. i 10, 0 To increase the building's stability and strength, an additional screw must be added near each -mob existing screw. Begin on the side walls, at the lower leg of the Slope Wall Caps. From the existing screw, measure 1 /4" towards the joiner and measure 3/4" up from the bottom edge of GROOVE the Slope Wall Cap leg and insert a #10 x 3/4"screw AS. Follow this PANEL JOINER step throughout the building at all lower Slope Wall Cap screw locations. PANEL NOTE: Take care not to overtigten screws. GROOVE PANEL 111/SCREW �1NALL)JOINER PANEL (1njINSERT (WALL) JOINER PANEL WIDTH 10 5/8" At the upper leg of the Slope Wall Caps. From the ` r existing screw, measure measure 1 /2" in from the center of each screw hole location and insert a #10. x 3/4"screw AS. Repeat this step throughout the interior of the building at all upper Slope Wall Cap screw locations. NOTE: Take care not to overtigten screws. JOINER PANEL WIDTH = 10 5/8" GROOVE'PANEL (ROOF) SCREW INSERT GRO(O�VfAE � NEL SCREW n I . INSERT .11 SCREW JOINER PANEL (ROOF) GROOVE PANEL JOINER PANEL GROOVE PANEL (ROOF) 0 Continue at the front and back walls, at the AMB i Fascia Gables. From the existing screw, 0 measure 1 /4" towards the joiner and 7/8" up from the ,bottom edge of the Fascia Gable leg and insert a #10 x 3/4"screw AS. Follow this step throughout the building at all Fascia Gable screw locations. NOTE: Take care not to overtigten screws. GROOVE PANEL (WALL) I JOINER PANEL INSERT (WALL) INSERT SCREW SCREW GROOVE PANEL (WALL) ��, 3�,r ..a � � � .� �yFw��"`SCREW�x�� £ A< x 4£ •? '' 'tt x11$X ie ,v, P..i i r ^rk 7/e ;�y�; a P�FASCIA GABLE,�LEG��„ �� �� ��° 7/e � �,�.,��''�,,;� �,� �i�t���`»�� � ,��, ��t�g �'�,�������s .. "�ii�'•e =,efix ,tea a, M ..fir 2.EXISTIN�� �: k ■ � � SCREW � .��: �1�,���•��'��.-�a���.' JOINER PANEL WIDTH = 10 5/8" _ At the Ridge Beam, from the existing screw, measure 1 /4" P i towards the joiner and 7/8" up from the bottom edge of the Ridge Beam and insert a #10 x 3/4"screw AS. Follow this step throughout the building at all Fascia Gable screw locations. NOTE: Take care not to overtigten screws. GROOVE PANEL III II JOINER PANEL (ROOF) I /INSSEERTT Jlll (ROOF) Finally, reinforce Pi� the Base Channels. The screws at the Base Channels are I JOINER PANEL WIDTH = 10 5/8" GROOVE PANEL JOINER PANEL INSERT JILCGRO ROOD OVE NEL SCREW GROOVE PANEL JOINER PANEL (WALL) (WALL) not at the seams of the pane s. 4�'Ne Drill the pilot holes for the rein- I NE forcement screws at the seams of the panels (approximately 1 /2" inch in from the existing screws). Using a power drill with a 9/64" metal bit, drill through the Base Channels, taking care to pene- trate only the Base Channel. Repeat this step throughout the interior of the building at all Base Channel screw locations. After you have drilled All the pilot holes, insert the #10 x 3/4"screws ,*S provided with the windload kit into all holes drilled at the Base Channels. NOTE: Take care not to overtigten screws. GROOVE PANEL JOINER PANEL WIDTH = 10 5/8" JOINER JOINER PANEL PANEL GROOVE PANEL 'JOINER PANEL GROOVE PANEL (WALL) GROOVE PANEL Gf / D i _ To complete the windload kit installation you 3 must drill pilot holes through the Steel Inserts at the base channels, slope wall caps and ridge beam. Use the. drawings at step 1.0 and step 17 to identify where you placed the Steel Inserts. Start at a side wall, at the Slope Wall Cap locate a panel with a Steel Insert. Find the center of the panel and mark a line as in the diagram below. Mark lines 1 /2" to the left and right of the center line. Find the mid -point of the leg and mark a line across as in the diagram. Using a power drill with a 9/64" metal bit, drill through the leg of the Slope Wall Cap, making sure to pen- etrate through to the steel insert. Repeat this step throughout the interior of the building at all Slope Wall Cap, Base Channel and Ridge Beam Steel Insert Iocatidn't. 0 STEEL INSERT SLOPE WALL CAP or BASE CHANNEL or RIDGE BEAM -holes through -the steel inserts at the required locations, .insert the #10 x 3/4"screws AS provided with the windload kit into all holes drilled in steps 23 & 24. Follow this step throughout the building at all interior screw locations. Next, drill pilot holes through the Steel Inserts at F� the fascia gables. Use the drawing at step 10 to t: -"—' identify where you placed the Steel Inserts in the front and back walls. At the Fascia Gable locate a panel with a Steel Insert and find the center of the panel and mark a line. Mark lines 1 /2" to the left and right of the center line. Measure up 1/2" from the bottom edge of the Fascia Gable and mark a line as in the diagram below. Using a power drill with a 9/64" metal bit, drill through the leg of'the Fascia Gable, making sure to penetrate through to the steel insert. Repeat this step throughout the interior of the building at all Fascia Gable locations. I& Royal Outdoor Products Co. A Division of Royal Group Technologies Inc. ; STEEL ;INSERT; , ; 5289 HWY #7 Unit #7 • PO Box #56649 • Woodbridge, Ontario, Canada • L4L 8V3 http://www.royaloutdoor.com Assemble the walls of your storage -9 building as indicated in the storage building manual, except for the panels not shown in the diagram. At the back wall install the ff5-PTS panels except for the center PT5 panel. At each of the Sleeve Anchors SA beside the door opening, place a 3/8" Lock Washer LW over the Sleeve Anchor SA followed by a 3/8" Rebar with Coupling 72 13/160 length RWC1. Tighten with a 9/16' open box wrench until'the Lock Washer LW compresses. Repeat this step at the center of the rear track using the Rebar with Coupling 83 13/16" length RWC2 and Lock Washer LW. Install the remaining PT5 panel at the center of the back wall. i 1i ! r`Itet Lay the Wall Connector WCI flat on the ground as shown. Starting at the left end, measure 23 SAO (60.2cm) inwards from the point shown in diagram A and mark a line. Measure a further 3 Iff (8.3cm) from the line you just marked and mark another line. Repeat the above proceedure starting at the right end. Next, measure 36 W (91.7cm) inwards from the point shown in diagram A and mark a point at the middle of the Wall Connector. Using a 1' hole saw, drill a hole at the 36 rift' (91.7cm) point you marked above. Next, using a Vh' bit, drill holes where indicated using diagram B as a guide. The holes should be between the guidelines you have drawn and as close to the edge as possible. Once you have drilled all eight 1h' holes, use a jigsaw or keyhole saw to cut out the shaded area in diagram C. / __ ,Phen complete your Wall Connector should look like diagram D. I- 23 s/a" (60.2cm) 23 5/8" (60.2cm) -I A ° 36 t/s" (91.7cm) DRILL USING A V2" (1.27cm) DRILL BIT B ° • IDRILL USING A 1" (2.5Acm) HOLE SAW CUT USING A JIGSAW OR KEYHOLE SAW [ ° ° 0 =1 d D a Place the Wall Connector WCl over the back wall panels as instructed in v l , the storage building assembly'manual making sure to thread the. rebar through the center hole. Slide the Steel Inserts 514 into the holes in the WO Wall Connector. The Steel Inserts must be placed into the center cavity of the panel with the open side of the insert facing the exterior of the shed. Insert the remaining back wall panels to complete the rear wall ensuring that with panel PT4 the rebar is in the center cavity. Insert the door jamb panels DO and DJ2 at the front right and left respectively, ensuring the rebor is in the cavity nearest the door opening. Next, slide the Steel Inserts S12-S13 into the wall at the panels indicated in the diagram. Steel Inserts S12 go on the side walls at the panels shown in the diagram. Two Steel Inserts SI3 go on the front walls into the DJ and DJ2 panels. The remaining S13 Steel Inserts go on the back wall at the panels shown in the diagram. Turn the Header Assembly HDl upside-down. At the first inner wall, measure in 1 /2" from each outside edge and mark a line. Extend these lines down 2 5/8". Repeat until you have measured and marked all the remaining inner walls. Using the keysaw or a hacksaw or snips cut along the lines you have marked. You can solely cut slightly deeper than the required 2 5/8", rather than cut too short. After you have cut all the 25�e marked walls, begin folding down the flaps as shown. 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'E nwFe�jm►-s Pm(wipin -r ►-'}EST Dm�«4 cLqa u L.O ti u 348 56 i?4 x = F • A.ffi C1cl., 21 k�ps �,� -Cash -11 = . 1. � ,*4 P-xm a ow tcx>% cF 'Q--F LOW 1 fuPr A.,.e-TuAL CcnJc>r-nc w% W iu_ pls-TgArbL 'm Lo&os Q+XS={LY To � / 1'•JW I A5 kk:LL . n 3�Co1.9 IY09leaps &trw- lc� P�>� # � Cw T uFr lam. v �. r�A co a c 0 ca W 9 nr �ly St�j,cx� — d:o�"�'� �;Ff6.1�� �,�. aoro 2�•I 6177)(5r3,000 pSiX87g1 m") Pam. t��2.t b&Y to xto Om Lan 160 T4A4 pbuwE Sao IS, So WALL- 36y (�tbey3,3�q� 0,$3 80 Ito • �i�, - Co.7tc� �►+)C2�,�ao��:) �+ Co.o �77xsi3,000)Cs.��(� = ?o,ats,���: 72,E+69 �4 8.49" V4UC34 C&CAllAlk" o. 88" sib* _ '10.75 _ 0.3Q" $ 1 {So oK . 11 + (-Ili $}tt2"� 38y (20,8 is, 266 24 46.815,106) S.-V . vi4,1 CL c 0 zw f,Lwwjr-q: o.$to psi O. RS4 psi 0.411 ps; p old Psi T OAM ps; 0. IV C-439 _ - mS`l ps; C44o.5 paf )C�2,�G.t� (>y ��� � ll,�y) = 6.111 psi -i-�o 2 b 2 n w r�T — �m -011, oT� �0.`��`�+ WoIXU8X�15 -- (0.8Io}( J = v5l,t71 416. 2 it Z Z ID 3 c�O.tOuac.'el^k �a.lCa�+k'1'' ,, ,,- �--+�'1'd�+�TY �$ W� P 01TIo"o LOAD ACTPJG CAJ FkAr lip L.'r-6 a ca a. CL uj0 rV r N C L ti a) 0 m Z W L . �'-�P'6-aJs : 3j� ,�'��� � ��y,5 ,� (Q ��! �,� SSE �- P-�AL C,�►.�la g 1,� �.,rr C�,•wELs 12 ' 1.0 w cl�,lcn le z 22q F. - FL Cocl: = q2s (1.(ox ;� 5) - low 2` = Z CbCj = (200 f X14) (6.U&) Cd : r < Lo , 0.15 _ - 6.28(o D Y a 8� five �4.3�2•+ 1. . C Co+C� tCo tg 85c�a .ts c*1 sIoML-441, 10 scams rB scR s t'WAU- 8-f321Co Cd- LTS , 6 - ro 31u.� k 111.1N� � - BsG a, st ldus, lD s -,f4 ?mbL WALL- ALL- q N � ps,)(11 f5`� k9S"� " C�Co l� 8(0`�0���'I fJCIr++ ° .3� sc .n - r 3cT tp Co,4 @ E5 t ate. �°Qc. tip I t�-�" P-V (� °- L ['�-AL �t�P '- �2'�S�c►"ts��i3{ 75�.�*�'� = 11,71s7 4 c 0 a E w ° r t') r (p CD C7 � � C cn z w i;AD I� P�M06- 2.,S4 kK t2 --- '�= ma xk= 1.3`{ in`t Sx= I.o$inl �= l.BCoig1 $W ui 1.5° x71 42. t2 }psi ¢ � e �t,�n 42.IZ ks_ 3q �+ y 1. 8o tnz r S � b : aR C5o Ks.)= . 45 ks > 39 W :. OK (7.3"t kip)(-7Cf 2h 3 ' t 6.�{fo8�► Sam + 'TZ c.9° :• 04 i44 psi 0.85 �,� a 42.r+ ksi ok a P uj C o r- y �(D zw W 9 A 4aysls K J�- r zo..ITDL 1r iINfl FR:ZSsJRJ-- AcrsNc, IM4 - - - . (zs)G.5� (io.4 /I) n 12. a.90 �,�= 12 o.'qa al a. C O tG G. ui o Y U COcn ti y o c llf �4 L'iF'. STFFENEIL5 r 2 .5gt)3 - (1.155- 0.2oRX2581—b. 3 - �0.105 �5$r}t1:t55 �- D:IoS)� IZ 12 2 -[ � - .114 Iny / = l4. (a3~�; �0.�1�,i + (0.�8,�2X25�(►.3(�")_� i C2 2.52Xe.o8}� -f- �O. C3.���F (tI3 +6.Y� y Iz t� 12 r t �Z�� _ �Lll`f in'�29,Oc�1oaD�+ �0.o1"i'7��5t3,00�?.o�Ss� ` 33,0�•�1`'9 (Ile 2 J SD-Zo arp-4a W - _ (vii O(b. caq) = 3�.tilo Pit 5(34. •l1O)(13)q Ito � del 3$�I tI•f.� i'A 4c-jD 41" cq•--->1.��25c Ws @ t emb Ok I -F �t�� 1q,a• • �}•6 � G.GMa... � �q.c �c.i• T2A" JIWI 0(24) is 6s7Abj-mp-p&wsL a je� Y i5.�• �w M 20- �• �• 2 z �2G-i.#:.o1 6Vspaa-.j,,4 a LoAO -- 0.'f 4} 0 x8�+�°L)C8�+ �18� = 18to, 3`t8 MAP �tALou.�a (u& Iaa+ r. Isj-*/Gr 2lc,`f t33�39.6+'i/�.2+52.8•�S�A-�6�+72.6+79•Z-�8�•&{1�Y)+ < 'Z(.-j#jecfEw a ak LAID — (0.411 +0-e6l)�0` XV) _ 3314 2G .. 127 #/-WSW < 2to'i� OA4h,,,,,.V. 114 4clo+13.2+ ft+%A +3 nG+AIW 452.8 -+5q y -& b6 +IU 41-2 +25 $ +9M +q9 + toss + 82.2) + (1Xtr) + 1 - -ri A Axtea < qc1* 6u a- :. ok Rot,-1•j' �- i C 10 s�.a� �►P) i► ' �RES�s o,&,.� quwLFa by SmEWA" yF �I(oo2 rn, 16.ow • hiEaaF'.►E VAL ja low, its V15 vans cAt JWeLL LAD. nr--�111 1 1�.slc�►.t �+T� 2=o4 FW. ,�/ems GW-X*� , EXF. t 2cd6 5/1,/07 ?--Ant_b I-JC-j �►.t1�F-.•.ret. p��sw� �t�T : GCS = t o.t8 1 A5GE 1 98 WWO Loi Gm : 1�1�Dwe� WALL _.50_l p; L aw >-.WdLL. ^ 6-gv9 . psc. WI►• 4AW toOF-- -- -6y-o NaF Lak"^ *b �� - - y4.4..PF C * c L `' _ 9`g L _ 118 , = t.2o 9% . o.83 B 98 115 OtILL(S) 3y:-7psf . ! - tl&fo 60.41 rs; 6.13 1.0 4.8s 0.0029"-t - kZ k11� I o.002s6 to.as�Cl.o)Co.$s�C+so)�(ij t'-- 32.0 ps; G- OAS ItipW,oAO WALL-- WW = 3Z.O�cF Lt0.85i� a.8 } + 0.1g� ITS paf xUm= Lem wtipz WALL - P LW = 32:o ps; (o.8SC -0;5) . - 6.18 ] _ - 14.4 psf x t:6 s W DWWC� RAF - PWR : 32.0 F"9F E (o.as) (-o9) - 6.181 - • 30.E psf x I R abF - p M = 32. 0 fn; E (6.85) t-o.6) - o. to ] - - 27. 1 psf k 1.6 = -35.3 (1.21)(o Ti)= %.ch psf * 1.6 �iN t�fT. ,, a L.IDIL 3z=q £ (L2t) Co. = 3 o.-I fmf * t•6 = 49.( pFe I F8G to* - -929 psi Ct.'�t�(o:Tt) • .�o.0P34 x 1.6 - L W E-o PmF -29.8 p f , t. 6 - w to ►.n Pcr* - - 29. 8 Fs 1- C 1.2t�(Q.� = - 27 8 prF 3, i.6 = LW itaaF U.(0 VxF -2 t.1 ps; it 6y psf 44-S I;- 44.5 poF - 33. S p3 �--/ z 4 qT 7 r r r i Co V N N N N N L ee t. P-:-:c� -T OZ -) PS (�c' = 32.o psf -!.y -O.tg So.�F x�6 = -80.9 rf `i (LW i) pof (-1.1 - 0.16) = ' 41.o p4 k 1.6 - 65.5 psf 377.8 psf k 1.16 s Ems.'-t v F P 9_2, = 3*2.o if (-I. -I -0.18) a-foa,2paF ZZ3 ,a 32O psf (-2.G -0.19) =-89.opoF a (XI = 32.0 psf ( 0.5 4 0.18) = ?.«�4 F t � k-- W&L -5412 pry = -SQiE p3 - izaff �•3 P�f (1.21�Co.77) _ 19.6 paf -71.0Tvf - 66.2 pol: SU MM4ri-Y 'A -`r*.3 +c1.6= -IyZ3 p� % i.b= 34.8 pof x 1.6 • GO A psf + I.(..M. .. $p.g Ptf x1.6= 31.a pbf t� 2c�o,4 F8G AIMD LWS r--l.iTc+4 T.4,-�sa u%i> jm Ta& oa.lG►in,AL SST cF 1�4&zeD Tmc- Soot FIN-- F<.)F- M "FPS LDS• F2r- CWTU A. exc."Mt, ASCJE 1-`US l� . 2) i,. LL LOAM For, G tc- M4Tz.4� �.�-�-•tom "fit 2coy Fec M+p VwL bR(UlgAt- paPc c x <Al WIND rol- T4a pscJE l-oZ AP.D TIE 209:14 fat,. T01- t MATED 3) M�AR.�BI� ' _ T►,.r xr1 �� ASGt -1. OZ 2my . A� -Me VI&Wrz L..tsTEp Int 2001 Fac. 9 A �VAI- OF UFpoT�p RR�*x -5i4wLa ► z Z&-jQ> ow 2ov-t F& ', WdT A3M `f- 4z •. /i -� Cr 5zSfC�.i 46cr-- zcoq Fec 5t7 j-W F-*P. jkn�- AL PM(f�Qe"T It-p<m-T,oc4c.& rAr—TCOL- Z:Wz 01-i -Rjftr- EvA.LUrucA4 Fa� 'nck4 CAprDAmmcm fp4cnlrmzim,LM. Tor varwo-T 40005 upakrik Tots-% V/ iFic- 6,,o�W (Sn.) tinv-4w, -ma,LF- 45jtz4GT4 7Et4Sd.#—L W t., �TWLLJ% I is It rn* In h2 pkbL AD �rI74t,&L Pvvez- 1.50" 0.44 5 oil 1-if" h2- 1-82h 0. 1.5561 m = 030 V .0.08 C. O-W -W tl 97-/4 www U)COV) moo r N vvv r r r N N N 0 Q t1i dz . Q o 6.47- SX�C • (o.oa^Xi.az's+o+ C► „XiXoos°)3-+ C�Xa.oshK� ')��-ZS 4-0.01 12 t2 v o + a4��l + (2)(b.o8"xa.c�S"�� d•9t�+a.a�"�Z i2 0.0`llay-{ 0 + _0 + 0.4164 + NO $' + ^'° + 10.10 Y kF _' Q•y2 1Q� a 0.92 ih 9 LRO ie ��•••• J�j a 0. 69 ill Q V X)c 0. 51 -Ll%l Axe a (2){a:o8''x I.So") = 0.214 in 0.,24 (ZX b.GA0.0e) + (o.c►s" i 2„� = o. �i �� 2t.6,4 % MIA, .61. —i 21��f •81� 3�.S���Il.op� 3"j,8p�-�v.bP,�t O.ts►�-a.to►� � zto3� 8.�85 d �63�a-'s5l � (rrta YE44 NA I� r CA N N 11LilLUU uuiw N CO to O O h al S9It u'�z r.i,�p►J R J = S�� l��ia6-n n 8oq" 2 =8I" 4, PNnt_y�ts W/oJi I,,jtND- �.6psf•6 tsf In Ptf z I1.5 pl; 11 32.4 pit % 2.7 pt i + tt.S Pl; _ 14.2 pt; A4 Vv (11.5 1,)(71° + 3(17pt;XtZ.S") lo8i psi < 5,7750ps; d� Z(2) ( 0,6I i-O 2 (a1-1 inl) .z y : CN.5 Pl'x71") (33. S t4 •Tt" - 35-5") - 1Co,s M to, 28o pa; R, - W,G,(2j-a.)+,Lk6 21 A„IX,L.Y�51S L J f W1,4D YQT 33 pat 5,15o Ps: •. aK Z (17 f-" )62 5" X'(11 ") - 12.e) "i' 2CTt") z H..s. ��e= C2.SpI:x12.5"x3) a 33.8,4 Z /(o l rrur 1L IL W =Lz col upU) inON r N Q r r r N N N N N N S �v.laLys� 1�li►.to �co.� 2Y.8 a4 s ( 25.7 _Ca i p1 �(tz S"� (91Y - t2S) F6 s 8.9 x2-3 T— Z3: f - {05.5 in. t- - 2 -1�.'71 in.16. + 114 in.ib_ ; 8St 2 tOG in. 16. 9 i3 irrL �- F— �►f*ols xt2 � (u.5 pIcX23:1 �'' ._ 6 �`� «.i�. •e� a p • t).51 W 9 5�.li.5pfi;x23.1 `') 38y (46Z �1s}(5�3,oa�psc c•69�g' 24 (x3 t")C5i3pca pa�`.�a.��Xa'tS�G IZit i iWO a ,` 1 ` TIGOL S a 6 wivi I� is f erm&be U4 10 tn to 0.1 4pMt3 11►2 CoM�xX+ 0.tX: °° cl irx�„ Lqds �or ire ourF me of r nUn�r� def lea►on turi�is }wrcm.,, Q.10 x 06A c5t = 1.057. w(f11in acc�ble 'inlee�ar�ct ,67-17, 740 ' I �. �- o � I t b= b.L 3aks► : t c �$`� d 21 UA ST>E��{= e.� (33ksi) _ 0 M ( 2)(1..25°Xo.o3p� 0 2(e ins rrt r ILI W W — 3.oq ! tAcoN 10012 - I - M V i N N N 20 8 � I I 0•�t8 2.285" 0.041 0.0 C8 I.15" 0.0 M 3 0.o91 0. o+s" 0.001 0. p( 1.15 0. 418 5 0.0c6 2.Z95„ 0.041 � O.Zoinl 0.24o in3 I - I t•LA. _' b.2yo +n3 Re, 0.9 i3 m E 3 2. Milt-* = (3.o4"Xb.03"� + { O.o9l in X 0.9t3" . 0.010 + (2)(o•03" (2.25v)3 8:g13;`jZ + (2xb-W)(O.CS) 4-WO.OA0.W)(2.21S"-41W), 12 L ESS et- aF. - d•2oloin Sxk = 0.2ot; ins b.2oCo my — O.I�iB in3 r xK — y =(So.CopaF� 23.54 +23.�`, = 99.5 pi m $-29 pii CR"+ 60.-n" = 244 t IL 2� E w 1` r r I I L3W9 z== NfAN LOT -- CM rCY.0 wz a r� r r CC14 CJ tj •+a �,,,� ,we Gap $ OM6 U1i �� CC MMid�le � i10 {Zo � 8't ")y ' = d. {08" •t ojc 1 i f I • I w /7 r ROYAL OUTDOOR PRODUCTS Gage :=19 t :=0.0418 al :=t•0.6 a2 :=t•2.25 a3 :=3.04.,t a4 :=a2 a5 :=al dyl :=2.3 —.2 dy2 :=1.15 dy3 := 2 dy4 :=dy2 dy5 :=dy1 At:= al + aZ+ a3 + a4 + a5 Ady:=al dyI+a2•dy2+a3•dy3+a4•dy4+a5dy5 At=0365 NA := Ady NA = 0.912 na :=NA At lm0.643 t z 2•t•2.253 z 0.6•t3 2 := 12 + a3 (na— 2� + i2 +2•a2•(dy2— na) +2• 12 +al.•2•��(dyl— na) Sx1 :_ L'a Sx2 Inc Sx :=if(Sxl<Sx2, Sxl, Sx2) 2.3 — na na w := 8.29 1 := 76 wmid := 6.28 Imid := 84 Fy 0.9.36000 4 fy:_ w•Iz wmid•(lmid)z Fy = 3.24•10 8•Sx fymid •_ 8 Sx BendCheck 1 := if(fy< Fy, "OK" , "NO GOOD") BendCheck 1 = "OK" BendCheck2 := if(fymid<Fy, "OK" , "NO GOOD") BendCheck2 = "OK" . 1/7 1 Gt-Z v Royal RubbermaidTM Storage Shed: Shear and Pull-out Testing -Prepared-for: ........ - _..-- Royal. Plastics Limited 4945 Steeles Avenue West Weston, Ontario M9L 1 R4 Trow Consulting Engineers Ltd. 1595 Clark Boulevard Brampton, Ontario Telephone: (905) 793-9800 Facsimile: (906) 793-0641 BR-09012-A April 6, 1995 'Report No.: T95.4- T Trow ` T r Royal Rubbermaid"4 Storage Shed: Shear and Pull-out Tealing BR-09012-A Trow Table. of Contents 1. Introduction ' 1.1 Background ........................... .,............................. .................................................1 F: 1.2 Objective........................................................................................................ I 2. Test Program 2.1 Test Set-up and Procedure...................................................................................... 2 2.1.1 Shear Testing.............................................................................................. 2 2.1.2 Pull-out Testing.......................................................................................... 2 3. Test Results and Discussion 7 3.1 Shear tests .............................................................................................................. 7 t3.2 Pull-out Tests.......................................................................................................... S 4. Concluding Remarks 8 Photographs Photographl: Shear test set-up.....:.:.................:.......:................:.............................................. 6 Photograph 2: -Pull-out test -set-up :. - 6 r t Tables Tablel: Shear Test Results............................................................................................7 Table 2: Pull Out Test Results....................................................................................... 8 i= L Figures Figure I.: A perspective view of the Storage Shed................:.........................:............... 3 Figure2: The Storage Shed........................................................................................ 4 Figure3: Test set-ups ................................................. ............................. ............. 5 1A__l a" Royal Rubbermaid- Storage Shed: Shear and Pull-out Testing BR-09012-A Tow 1, Introduction ' Trow Consulting Engineers Ltd. (Trove) was contracted by Royal Plastics Limited (Royal) to conduct a comprehensive series of tests on their newly developed storage shed. Pursuant to the submission of our formal Proposal GTR-95-503I, verbal authorization to proceed with V testing was given by Mr. Peter McCarthy on February 4, 1995. 1.1 Background The Royal Rubbermaid Storage Shed is assembled using hollow, interlocking, extruded polymer components. The walls and the roof of the shed are mainly comprised of pre. fabricated cored 3-cell panels. Relevant perspective, plan, and elevation views of the shed are provided in Figures 1-2. x It is anticipated that inside the storage shed some shelving will be installed for storing L gardening tools. The shelving will be installed using standard 200 - 250 mm wide boards and shelving brackets, the bracket will be fastened to .the plastic shod walls by means of screw av fasteners. 1.2 Objective The objective was to determine the -maximum shear and tensile capacity of the screw to wall connection. 2. Test Program For shear testing, the test program involved the connecting of three 3-cell wall panels together using four #IO x 34 inch screws ( 2 on each side) and loading the cen[re panel. A _ total of six shear tests were conducted. For tensile testing, one 010 x 34 inch screw fastened to a three -cell panel was tested. A total of ten tensile tests were conducted. Testing was carried out at Trow's Structural' and Building Science Laboratory located in Brampton, Ontario on March 10, * 1995. During testing the laboratory temperature was 20t1°C. Y f Z Royal RubbermaidTM Storage Shed: Shear and Pull-out Testing BR-09012-A Trroow 2.1 Test Set-up and Procedure For these series of tests, a structural steel reaction frame consisting of four columns and an adjustable cross -beam was employed. One structural steel pedestal was used to support the test specimens. A Power Team model RD256 double acting hydraulic cylinder, manufactured by Owatonna Tool Company(OTC), was used to apply the force. " The Ioad was transferred through an intertechnology Sr. No. 24541375K S-type load cell to the test specimens. The load level was monitored by means of an Intertechnology digital process indicator. 2.1.1 Shear Testing The three 3-cell panels were 150 nun long. The middle panel was set 50 mm higher than the adjacent panels, and fastened in -place with four #10 screws at the joints as shown in Figure 3a { Testing involved applying an axial load'to the middle panel of the three interconnected 3-cell °r panels. A concentrated load was applied via a 6 mm thick steel plate such that loading was uniformly distributed directly over the centre wall .panel. The test set-up is shown in Photograph 1 and in"Figure 3a. r 2.1.2 Pull-out Testing Two 3-cell panels were interconnected through. the sliding joint. One #1.0 x, 34 inch screw was fastened to the joint of the panels through the loading assembly. The test specimens were clamped to the steel pedestal. The screw was subjected to axial load, using a hydraulic cylinder and a load cell, until it pulled out of the joint. The schematic of the test set-up is shown in Figure 3b and Photograph 2. .2 � 7 �i �7 Op I• l �R L V T Royal Rubbermalcrrw Storage Shed: Sheer and Pull-out Testing BR-09D12-A Trow 1 The drawing was provided by Royal Plastics Limited. Figure 1: A perspective view of.the Storage. Shedl 3 �9 N4001 "m Royal Rubt)ormaidTm Storage Shed: Sheer and Pull-out Testing BR-09012-A Tfow 1 1 TM W,00. m� swat L140CA30ft 07.7307 I jbo drawing waa provided by Royal Plastics Limited. Figure 2: The Storage Shod' "'k i' F'- Royal Rubbermald' Storage Shed: Shear and Pull-out testing BR-09012-A TroNr LOAD Figure 3a: Shear test set-up LOAD Threaded Rod connected to Load Cell & Jack Threaded Jig zl# 10 screw with Two 3 cell Wall Panels washer fastened through sliding joint. Figure 3b: Pull-out test set-up Figure 3: Test Set-ups 5 Royal Rubbermaid"' Storage Shed: Shear and Pull-out Testing BR-09012-A Trow Photograph 1: Shear test set-up Photograph 2: Pull-out test set-up ►i 6 i. F� 40 i T Royal Rubbermaidr" Storege Shed; Shear and Pull-out Testing BR-09012•A Trow 3, Test Results and Discussion 3A Shear Tests A summary of shear test results is provided in Table 1. Table 1: Shear Test Results Test No. Ultimate Load Comments W (Ibs) 1 4.62 1039 Failure occurred with the centre panel moving downwards approximately 15 mm and the -plastic material below -the screw being crushed. 2 4.40 989 The mode of failure was similar to Test No. 1'. 3 3.11 1150 " 4 4.51 1014 " 5 4.62 1039 " 6 5.50 1237 " x 4.80 1078 Average shear load for four screws z j 1-.20- - . '267' -Average shear load for:one screws a 6.42 '95 Standard Deviation CV 8.9% Coefficient -of Variation The mode of failure in all six tests was identical; the plastic crushed as. the screws were pushed downwards. The.average failure load with four screws was 4.40 W (1.20 kN for one screw). The coefficient of variation of test results is Iess. than 10%, indicating reasonably good correlation and repeatability. .7 r7 ti T Royal RubbermaldTM Storage Shed: Shear and Pull-out Teating BR-DB012-A Trow 3.2 Pull-out Tests The results of pull-out testing are summarized in the table below. Table 2: Pull-out Test Results - Test No. Ultimate Load M (Ibs) Comments 1 1.48 333 At the maximum load -the screw pudled out of the joint. 2 1.40 314 The mode of failure was similar to Test No. 1. 3 1.42 319 " 4 1.54 347 " S 1 1.57 354 " 6 1.57 353 " "7 1.56 351 " 8 1.66 374 The screw pulled up and ripped the plastic material at the joint along the web adjacent the hole. g 1.54 346 The mode of failure was similar to Test No. 1. 10 1.51 339 " x 1 1.53 343 Average Pull-out capacity 6 -------17:7----- -Standard Deviation---- _..._._. CV 5.1% Coefficient of Variation When the screw -to -plastic connection was tested in tension, failure occurred with the screw pulling out of the plastic, as expected. The average failure load was 1.51 kN. The test results were reasonably consistent and repeatable with a low standard deviation and 5% coefficient of variation. 8 = T Royal Rubbermaid' Storage Shed: Shear and Pull-out Testing BA-09012-A Trow 4. Concluding Remarks i' As tested, the average maximum shear capacity of the connection for one *10 x 34 inch )` screw was 1.53 kN (343 lbs). Failure of plastic material occurred around the screw; the screw'did not deform or shear up to and at the maximum IoO. 1 The tensile capacity of the connection, as tested, was 1.20 kN (269 lbs). Again, the plastic failed; the screw did not exhibit any sign of deformation. We trust the above is satisfactory. if you have any further questions or comments; please do not hesitate to contact us. Trow Consulting.Engineers Ltd. r Arjan Arenja, P.Eng. AFA!cBumetat, Ph.D., P.Eng. f Project Manager �� Technical Director Materials and Systems Testing' Building Science 0 1<40 Physical Material Properties Test of RoyalloyTi' S Material A Report to: Royal Building Systems (Cdn) Ltd. 1 Royal Gate Blvd. Woodbridge, Ontario L41. 8Z7 . Attention: Mr. Arlan Arenjar P.Eng. Technical Manager Tel: (905) 254-0698 Fax: (905) 264-0699 Submitted by: Andrew M. Cameron. Project Technician Building Performance Report No. 97-J53-M0090A 5 Pages, Appendix Date: . June 13, 1997 ,ter/ 4RTECH ORTHCI-1 Corporation, 2395 Speakman Dr., Mieeieeauga, Ontario, Canada LSK 03 Phone: (905) 822.41 L I Fax: (905) 923-1446 1) This report Is provided pursuant to an agkement W(ween ORTF.CH Corporation 4) This report rc(an only to the particular samples, tactics, material, instrunlen4 Of other and the bddressce in re)tktt of Services provided to the addressee. and is subject to the subject used and referred to in it, and it limited by the tuts and/or analyses performed. remtr of the agreement. and the limitations stated in the report. Similar arrieles may not be of like quality, end other testing and/or analysis programs might 2) Thu report it for the comidcnunn of the addressee only, and may nor be published or be desirable and might give different results. The menuon of eommeteul products, rued distributed without otir wr,treo c6mcrit. Anyone other than the addressee who receives a source or their use in connection with material reported In this report it trot'to be eonsmrcd copy of rhie report it advisea that there fire limitations concerning Its contents which may as an actual or implied endorsement:. require prnfessinnal interpretation. ORTF.CH has no Iiabiliry to anyone, other elan iu 5) Apart (rain ORTECH's obligations in meet nnrmal ptorestional standards In parfor- toniractua) obligatiusts to the addressee, for any. lasses, expenses or damages ocessioaad ,fiance of the agteemen4 there is no rcpteientation, warranty, Oatantee or other obligation of ORTECH or its employee+ arising out of this report. In particular, ORTFCH makes no by tiro Ste, diurlbution or circulation of this rcynn. 3) Netnccr shls report not otir ntmc may be used in any way in connection with the isle, warranty or representation with respect to the usefulness of any infoimaeion, eppsrstus, offer or advctriscmcnt of any sreicle, process or service, the raising of capital or the teak• inethod or process dixlosed in this report, or that the rue of arty information, apparatus. inq of brip investment. mcrhM or process disclosed in the report rtwy ant infringe privately owned rights. 6-0 Table of Contents 1.0 Accreditation Page No. 2.0 Registration 3.0 Introduction 1 4.0 Sample Selection 1 5.0 Test Program _6.0 Witness Test Program 2 7.0 Test Results 2 6.0- Conclusions 5 Appendix A: The GEON Company Physical Testing Laboratory Accreditation's h ORTECH Evacuation of "Roy alloy"' B" Page 1 of 5 For: RoyarSuilding Systems Report No, 97-J63 M0090A 1.0 ACCREDITATION Canadian General Standards Board #76002, Standards Council of Canada #101. SBCCI 2.0 REGISTRATION ISO 9002 - 1994 registered by QMI, Registration #001109. 3.0 INTRODUCTION At the request of Mr. Arlan Arenja of Royal Building Systems Ltd., ORTECH was contracted to randomly select and witness testing of the Panel elements constructed by Royal Building Systems Ltd. Testing of the Panel element was to determine the physical material properties of Royalloy B as a finished product. Testing was to be conducted at The GEON Company Physical Testing Laboratory. 4.0 SAMPLE SELECTION On the 31st January 1997, an ORTECH representative visited the Royal Building Systems plant located in Woodbridge, Ontario. Accompanied by Arlan Arenja, six Panel element were randomly selected, signed and dated by Renato Veerasammy, P.Eng. for shipment to Geon Physical Test Lab. 5.0 TEST PROGRAM Royal Building Systems Ltd, required the samples submitted to be tested to the following standards: • Tensile Modules and Strength ASTM D638 • Flexural Modulus and Strength -ASTM D790 • Hamess (Rockwell) ASTM D785 • Izod Impact ASTM D256 • Drop Dart Impact ASTM D4226 ,. I 7 ' y T _ ORTECH • Evaluation of "RoyalloyT"' B" Page 2 of 5 For: Royal Building Systems Report No. '97-J53 M0090A 6.0 WITNESS TEST PROGRAM On 12th May 1997, a building science engineer from O_RTECH met with Mr. Gary Cornell of Geori at -the Avon Lake facility in Cleveland, Ohio.' Mr. Cornell conducted a general tour of the laboratory facility which included: . . Identification of samples received from Royal with the signature of ORTECH's Renato Veerasammy, P.Eng. attached. • A general review of all the test equipment to be used. Review of all calibration certificates foe all equipment to be used. • Review of all the required standard test procedures from ASTM • Review of all the standard operating procedures for each test procedure. • Review of the laboratoryaccreditation credentials (Appendix A) The individual test from the required test program were each started with the building science engineer in attendance. The data from each of the test completed was immediately given to the building science engineer in attendance. All test for the Royalloy Panel elements were completed in the presence of the building science engineer with no emissions: 7.0 TEST RESULTS A brief test description and the test results determined by'Geon Physical Test Lab for the "Royalloy B" Panel element are summarized" in the following sections: Test No. I Tensile Modulus and Strength ASTM D638 Determination of the tensile properties of unreinforced and reinforced plastics in the form of standard dumbdell-shape test specimens when under defined conditions. 6-3 ORTECH Evaluation of "Royalloy"" B" Page 3 of 5 For: Royal Building Systems Report No: 97-J53 M0090A samples Modulus Stress at Stress at Energy to Strain at 5treas at Energy at Strain at PSI x10' Peak (psi) Break Break Yelld (9G) Yield Yield Break rQ (Pei) (Iba-Irt) - (lbs.) (Ibs-In) 1 527.8 5750 573 389 2.47 Z77.8 9.437 90 2 552:2 5680 4542 666 2.47 294.5 10.110 139 3 532.6 5780 1633 396 2:54 260.2 9.159 96 4 539.2 5740 5227 704 2.50 272.0 9.370 158 6 549.3 5790 .5089 640 2.50 26.1.8 9.022 151 Moen 940.2 5750 3414 559 2.50 273.2 9.419 127- St. Dow 10.5 46 2156 154 0.03 13.9 0.419 32 Cool. Of Var % 1.9 0.8 63.2 27.5 1.1 b.t 4.5 25.0 Test No.2 Flexural Modulus and Strength ASTM D790 Determination of flexural properties of unreinforced and reinforced plastics in the form of rectangular bars and is applicable to rigid and semirigid materials. For the "Royalloy 13" Procedure B was conducted, designed for materials that undergo,large defleotion during testing. Sample 4 Flexural Stress At Load at Stain at Displacement Energy to Modulus Yield (psi) Yield (Iba) Yield (InAn) at Yield (in) Yield qbs-In) pal X1W 1 511 10290 13.81 0.0361 0.262 2.30 2 S24 10420 13.80 0.0354 0.264 2.39 3 513 10280 18.63 0.0377 0.242 3.11 4 511 1.0240 18.62 0.0370 D.243 3.05 5 508 10200 15.19 0.0362 0.258 2.51 Mean 513 10280 15.99 0.0385 0.253 2.89 Deviation 6.0 62 2.43 0.0013 0.010 0.36 coat of Var. z 1.2 0.9 15.2 3.6 4.0 13.4 6-4 r ORTECH - Evaluation of "Royalloy"" B" Page 4 of 5 For: Royal Building Systems Report No. 97-J53 M0090A . Test No.3 Harness (Rockwell) ASTM D786 Testing for the indentation hardness of plastics by the means of the Rockwell hardness tester. - The sample average thickness was 0.105". Sample No. Hardness Number 1 _ 102.0 2 103.0 3 103.0 4 100.0 5 102.0 Average 102.0 Std, Dev. 1.2 Goof. of Var. (%) 1.2 Test No.4 Izod Impact ASTM D256 The determination of the resistance of plastics to breaking by flexural shock as indicated by the energy extracted from standard pendulum -type hammers Sample # Impact ftlbAn Type Break 1 1.9 C . 2 1.9 C 3 1.7 C 4 1.7 C 5 1.9 C Break Type Total % Ave. Std. Dev. Coot of Var.% Complete 5 100 1.8 0.11 6.0 Total Exc. NB 5 100 1.8 0.11 6.0 Total Inc. NB 5 100 1.8 0.11 6.0 6-:6 - ORTECH Evaluation of "RoyalloyTM' B" Page 5 of 5 For: Royal Building Systems Report No. 97-J53 M0090A Comments: C.Break, a break in which the specimen separates -into two or more pieces. NB Break, an incomplete break where the fracture extends less than 90'% of the distance between the vertex of the notch and the opposite side. Test No. 5 Drop Dart Impact..(Procedure A & B) . ASTM D4226 Determination of the energy required to crack rigid PVC plastics sheeting and profile flat sections used in building products. Procedure B was used for this test which determined the minimum impact required to cause brittle failure. Mean Failure Energy (in'Ibf) 112 Estimated Standard Deviation 6.9 Average Thickness (in) 0.100 MFE/AVG. Thickness 1120.0 MFE/Avg: Thickness (in.lb./mil) 1.12 General Comments: All failures were Brittle Failures. 8.0 CONCLUSION The randomly selection and witness testing of the "Royalloy B " systems was conducted by Geon on the 12th May 1997 and the subsequent data recorded and presented for review in this report is authentic as witnesses.. 4ndrew.M. Cameron, Arch. Tech. Project Technician Building Performance Renato Veerasammy, P.Eng. Project Manager Building Performance s ORTECH ` ,Evaluation of "Royalloy B" Appendix For: Royal Building Systems Report No. 87-J53 M009QA Appendix A The GEON Company Physical Testing Laboratory Accreditation's (3 Pages') 6-7 American Association for Laboratory Accreditation SCOPE OE ACCR TA IO THE GEON COMPANY Physical Test Lab One Geon Center Avon Lake -OH 44012 — Gary Cornell Phone: 216 930 1363 MECHANICAL Valid To: September 30, 1997 Certificate Number: 0514.01 In recognition of the successful completion of the orm e a uatiofollownnprocess.rubberan accreditation is granted to this laboratory to pf plastics tests' LLtber Tensile Properties Durometer Hardness Effect of Liquids Abrasion Resistance (Rotary Platform. Double -Headed) plastics ._ Tensile Properties Deflection Temperature under Flex Load Stiffness as Function of Temperature Rockwell Hardness (R Scale. Proc. B) Flow Rate (Extrusion Plastometer) Specific Gravity/Density Impact Resistance (Tup) Tear Resistance Compression Set Brittleness Temperature (Impact) Deterioration (in an Air Oven) Coefficient of Thermal Expansion Flexural Properties Brittleness Temperature (Impact) Capillary Rheometry Vicat Softening Temperature I.mpact-Resistance.(Izod) PVC Resin Fusion (Torque Rheometer.) Determination of fogging characteristics of vehicle interior trim materials volatile loss from plastics using activated carbon methods Xenon -Arc Weatherometer Heat Distortion test of thermoplastic insulations and jackets for wire and cable using the following standards or portions of standards: AS-M D256, D395, D412 (Method A). D471, D573. D624, D638, D648, D696, D746. 0786 (Method 8), D790. D792. D1043. D1203. D1238. 01525, D2137, D2240, D2538, D2565, D2633 (Section 41), D3389, D3835. D4226 SAE: J1756 656 Quince Orchard Road, #620 • Gaitliersburg,.MD 20873-1409 • Pbone: 301 670 1371 • FAX,-. 869 149.9 THE AMERICAN. ASSOCIATION FOR LABORATORY ACCREDITATION ACCREDITEDLABORATORY A2LA has accredited THE OEON COMPANY PHYSICAL TEST LAB Avon Lake, OH for technical competence in the field of i Mechanical Testing 0 The accreditation covers the specific testa and types of t®sts listed on the. agreed scope of:accreditation. This laboratory forthe Competencets the. no ts of' ISO/IEC Guide 25-1 ng General es" (equivalent r iu valent to relevant requirements Calibration and Testing Laboratories" (eq of the ISO 9000 series of standards) and any additional program requirements :in the identified field of testing. Presented this 29th day of January, 1996. Pfesident For the Accreditation Council Certificate Number' 514.01 Valid to September 30,- 1997 For tests or types tests to which this accreditation applies, please refer to the laboratory's Mechanical Scope of Accreditation �s� ` w 1 0 1 a THE AMERICAN ASSOCIATION ;A;FOR LABORATORY ACCREDITATION f'ANSI.11" r aI;tit. ISO 9002 REGISTERED QUALITY SYSTEM Through the Registration Panel of its Accreditation Council, A21-A has registered the Quality System of The Geon Company Physical Test Lab of Avon Lake, OH This quality system meets the requirements of the ANSIIASQC G9002 IISO 90021 standard for physical property determination and mechanical property testing of plastic and rubber materials . JSIC 87341. Presented this 29th day of January, 1996 president For the Accreditation Council Certificate Number R-01.3 Valid to September 30, 1997 36 Royal Outdoor Products, Inc. A Member of she Royal Grvs* of Compass*= TECHNICAL SPECICICATIONS FIRE RATING: Based Standard -- Red Oak =100 Flame spread: > 100 < 100 < 50 < 25 -- Class A or Class 1 Our rating is 19... in the lowest class. SMOKE DEVELOPED: Measures amount of smoke produced The two classes are: <450 >450 Our rating is 261. RATE OF BURN: ASTMD 635-91 Based on a P x 6" strip ofproduct. Rate of bum is measured after 30 seconds. Our rating is 13 millimetres. 100 Royal Group Crescent, Woodbridge, Ontario, Canada L41-1 1 X9 Tel.: (800) 949-7410 Fax.: (905) 652-6002 hi t! s Table 2.2: Materials Properties of Royal Polymer Property ASTM Test Method Code Requirement Results Specific gravity D792 report value 1.47 Heat deflection temperature D648 > 70 °C 75 °C (load 1.82 MPa) annealed at 650C > 158 OF 167 OF Coefficient of linear expansion D696 < 6 x 10' 5.8 x 10"5 cm/cm/°C cm/cm/°C <3.3x1075 3.2x10-5 in/in/OF in/in/OF Shrinkage 1/2 hr 82 °C D3679 max 3 1.3 Ash content D229 report value 25 Tensile strength D638 > 37.7 MPa 40.0 MPa > 5500 psi 5750 psi Tensile modulus D638 > 2800 MPa 3725 MPa > 377000 psi 540200 psi Elon ation at yield D638 report value 2.5 % Elongation at break . D638 report value 127 % Flexural strength D790 report value 70.9 MPa 10280 psi Flexural modulus D790 report value 3537 MPa 513000 psi Hardness Rockwell D785 report value 102 Hardness Shore D D2240 80 t 5 81 Notched Izod impact resistance D256 > 53.4 96.1J/m > 1.0 1.8 ft-lblin Drop dart impact D4226 report value 4982 J/m Procedures A & B 1.12in-lb/mil W—Z r r FAX NO. :7278649552 Oct. 03 2002 O2:13PM P2 e OCT-8-20 U! 39 RJYHL tfLJ t w i Ivu 21 CFSLT Version 3.51 Flov_ Date: 24W/02 Sac:ion: Section 1.sxt 13ev. Time: 11:22;36 AM Charn8178.74K57.f31x15.24xt.3 Rtv. BY: Phane: Fax: AlSI Specification_ -Supplement 1 --------•--- Fully Braced Strength1996 ------------ -------- --- - ----- ------"-- Potir:ce ::oReet pasitsve teomen� 0.7712 iCc co-v=pss:on 0?:.O 45.139 W gdsixo i.4687 kN-m 2 803 2 3 tin- C Cllr)►� 133065 lye �0 233.ao mro-Z 1xB 6794.7 -.m-3 sxot:l Syetl} 5393.2 _w'3 T 1-'3 3 66.- . Sxetbl 7478.5 mw.-3 Sye(rl -,P�sier. pM 57.03E k4T �- Ne4 at�e ;;omQnt gegative WMWI: S a r OV97Y 12.590 k21 u oy17.786 kN - t�xo 29c322 rae-i 65celtl 7478.5 rm-3 SXatbl 6794.7 mm43 Q.rjyo 0.763 i lc.-m Tye 123730 rz'4 Sye:l: 5609.9 r�'3 sye(r) 3729.5 r►-3 ,=1 = MTAL P.85 4 Is FJIM FAX NO. :7278649552 OCT-y. lL•J� i LraL I vetsasuss a.a I Rev. Date: 24I04102 S®ct)on: Section 1.atx pAv. Time: 11-&36 AM ,4 Channei 78.74X57.91xt5.240.3 Rev. Sy. atone: Fa)t: Oct. 03 2002 02:13PM P3 W AW-/ 'Oop Section inputs --------- ---------------------------------..---W. - Materials X653 Sg Grade 33 08 Nt; strenut:h increase =rom cold work 203400 ?an 33 kt'i Modulue o! Elam -City. 227.53 Y.PA - yiald Strength. FY me q $ lea s rePa Ttncila Strengt-%, Fu rpirg Constastr; dvesrid¢, Ctir 0 stet^4 Torsion Constant Override, J stiffened Channel. iickness 1.3 m* alace.aent: o! Part troy origin: X to center of graViSY 0 MM Y to Center at gra.vitY 0 eM Outside dia-ensians, open shape Langeh Angle Radiuslint) web (mm$ (deg) 1 15.240 270.000 2.6000 Nose 2 57.910 180.000 2.6000 single 3 78.74C 94,000 2.E000 single 4 S7.910 D.000 2.6000 single 5 15.240 -90-000 2.6000 Noaa k Holy Size Qiss:.ance Coat- (am) (MM) 0.000 0.000 7.520 0.000 0.000 28.955 0.000 0.000 35.110 0.000 0.060 28.955 0.000 0.000 7.620 Full Section Properties --------------------------------z--------- Area---- 273.54 w^2 wt. 0.321422 Wlm Width 23.4.26 m: _ Ix 298015 XP^4 rx 32.710 = UY 0 mm 9x ( t: ) 7569.6 mte-3 y ( t ) 39.37 0 ate: cc 0.000 deg Sxlb) 7569.6 mm-3 y(b; 39.370 wn 133065 ttat^4 meicht tY 79.740 snm 21.297 DOXo -52.035 !nn1 xy sy(1) 5993.2 =-3 x(1) 22.390 stn 3S.330 mm To jx 0.000 mta 62.366 mn sy W 3766.3 W3 x(r) Width 57.910 smn jy 0.000 ma I1 298015 mm^4 rt- 32.110 Mr. 12 133065 mn-4 431080 ma^4 r2 re 21.857 -ye. 39.340 rm: P-1w 204807392 Ic 10 1285288 mm-4 ro 65.233 tfmt J 91 tnn "4 . t;r FROM P -�: • f _ OCT-03-2002 l2: 38 FAX NO. :7278649552 Oct. 03 2002 02:14PM P5 ROYAL BUILDING SYS. • AZ too wo. 7 r . w r'.... ok+ I"W,r. — C1 txt�TH N+o "A a "GAM 171e. ts.0e40' I �.sasta.'&" a=23r 5.Op0 1PANQ �, AWUT CENTRE UNE FRo?wet rx to um is ART IS ep„t+u s wvouus4m ALL WCT e[ coma. f hC 2000 i� Tie'$ OOC�t ■ 1[CmNmOQCs L•MITFD AT FW D COPY '9 c�rvx.(t oP Xvr.t r°o. Ci':CR DWA dSC: TO OrHM 7R (iSYJ cJQ M.s ols OF Rays! Grou? Yachnologiea Umitea it K 4McN. „R s :r.E Nei�"�+ ss+Gn os �*� R, nts R e • Sr'EGIfIEC jC.048j PS1400506 To�ER�GEs u►+LE-,_ of 18 Gc o:cn:H.s a�G I "R o,M�mslcm E ti p6248 S 0.5 w. x Xx T G t _ AS SPECIFIEO pC_42-25 A ROYAL ROYAL RtASjICS GROUP 1400SOG PANEL STIFFENER 1 , FAX NO. :7272649552 FROM OCT-03--20W 12' 3B ROYFL BUILDING Yam.' . Oct. 03 2002 02:14PM P4 7VJ C-W" wig • �•• -- Area: 1 S 16,5733 Perimeter, 1 �B4.677C Bounding box: X:-136.3595 -- 136.3595 a Y: -32 0000 32.000" A- Certroid: X: 0.0000 Y: 0.0000 2.9 3 ink Moments Of inertia; X: 1 Y 2 28-981045(3193.317640 93.34' �x tA3 Product of inertia: XY: 0.0000 Radii of gyrotion: X: 28.78 83_0100 Principol moments and X-Y directions about centrold: 1: 1222325.9540 along (1.0000 0.0000) J: .1 C450193.3176 along [0.0000 1.OG001 ---------------- REGIONS ------------------ Area: 1563.7498 Perimeter: 1611.2770 Bounding box: X:-133.9562 -- 133.9562 r Y:-32.0000 -- 32-OCCO Centroid: X: 0.0000 Y: 0.0000 y 2.102 p 2 tiny Moments of incrtio: X: 1207971.5B62 '� Y: 11351769.8242 �'• S 2.343 1% Product of Inertia: XY: 0.0000 • • JY s Radii of gyration: X: 27.7936 Y: 85.2017 Principal moments and X-Y directions about ceniroid. l: 1207971.5862 c!ong [1.Co00 O.GOGC] ,I: 4.1351769.0242 along [C.0000 1.0000] 14 1 -6 3112.04[122 17/321 OVER ALL TOP OF SDEWALL w N Pl U) n TOP OF SLAB REAR VIEW 3001.55 [11115/32] LEFT TO RIGHT WALL a N V EL Q m a0 . F- N F m NO cc L. � 1-1 . — 4 f� ^w C (L m0 Of Q v0 m � 1 1803:74 V1I tt� OPENING TOP OF SLAB 895.35 [35 I 4.67 [31161 DOOR SIDE DOOR GAP 3.69 [5M2] CENTRE DOOR GAP FRONT ELEVATION IL Na �O r00. rr a 0 F- O. PLd]r: ROYAL OUTDOOR PRODUCTS J. DESCRIPTION: D1 METAL CHANNELS, VENT LOCATION, RIDGE BEAMS UPDATED REAR PANEL DIVIDER ADDED 3001.62 [718 3l161 rl 51500.81 159 3/321co —+{ tq m �0i 9 T / m 600.16 [23 SJ6] �- - 1801.30 VO 29/321 10' X 8' SHED ALUMINUM CHANNEL ASSEMBLY SIDE ELEVATION Ro al Building S`:'StBrl1S C'I I I I iniitF,j COPYRIGHT GF ROYAL 6UILGIWG SYSTEMS �CDhlj LIk11TED AFIGySHALL NOT 8E COPIED, All RlOittS RCScf;=� DISCLOSED TO OTHERS, OP. USED FOR ANY PURPOSE OTHER THAN THAT FOP VIHICH 17 IS GIVEN, WITHOUT THE 'WRITTEN PERMISSION OF ROYAL. TOLERANCES UNLESS OTHEP.'!:'ISE SPECIFIED '.4ALL THICKNESS: ACAD NO.: DECIMALS ANGULAF DIMENSIONS ARE IN MM N/A PX1402201 X.X f 0.4 f 0.5 MATERIAL ; COLOUR: DRAIUN: CHECKED: CTRL NO.: X.XX t 0.4 AS SPECIFIED 111414 DO NOT SCALE DRAh'ING ROYAL SIZE: DATE: GROUP ROYAL OUTDOOR PRODUCTS CO. 'A' 2004-12-14 5CALE: REV: 1 : 50 1 E1 STORAGE BUiLUING' I U' n O' � — f:3SEiviBLY '^"• FAR Ni .: 2 OF 2 N/A `T'— I I SC1 JT1 PT1 JT1 PT1 JT1 PT1 JT1 PT1 JT1 SC2 C G. PLANT: ROYAL OUTDOOR PRODUCTS N'.1 DESCRIPTION: 1 1PANEL DIVIDER ADDED JT2 PT2 JT3 m JT4 PT4 JT4 Pm JT3 PT2 JT2 W C1 Ji5 PT6 .ITS PT6 .� PT6 Ji5 `— S1 JT2 PTS =Fy...ght n 2004 ROyol Building Systems (CDN) Limited All Rights Reserved TOLERANCES DECIMALS ANGULAR0.5 x.x t 0.4 f 0.5 x.xx t 0.4 DO NOT SCALE DRAWING ROYAL ROYAL 01 GROUP S1 DJ1 DJ11 JT2 PTS JT1 PT1 JT1 PT1 JT1 PT1 JT1 PT1 01 N SC1 LN1 LT1 HDTF1000 NGT;v`HIS D3CU;JE:;:T '�::� ::� :::F�n;,i i rii PROP, : AR', ; .-TZ;7E G COPYRIGHT OF ROYAL BUILDING SYSTEMS (CON) LIMITED AND SHALL NOT BE COPIED, DISCLOSED TO OTHERS, OR USED FOR ANY PURPOSE OTHER. THAN THAT FOR WHICH IT IS GIVEN, WITHOUT THE WRITTEN PERMISSION OF ROYAL. UNLESS OTHERWISE SPECIFIED WALL THICKNESS: ACAD NO.: D0,4ENSIONS ARE IN MM N/A PX1402202 ATERIAL / COLOUR: DRAWN: CHECKED: CTRL NO.: AS SPECIFIED 1 111409 SIZE: DATE: FDOOR PRODUCTS CO. 'A' 2004-12-13 SCALE: REV: 1 : 40 C 1 STORAGE BUiLDING[ 10' X 8' j - EXFL',JvED S:;EET: 1 CART ••=r 2 N/A %r. 2 MFG. PLANT: DIE FIUMUR: ROYAL OUTDOOR PRODUCTS f REV. DESCRIPTION: Al PRELIMINARY f B1 WALL THICKNESS CHANGED TO 2.032(0.080) I I B2 DIMENSION CHANGED I C1 1) RENAMED PART 2) MODIFIED DRAWING TO JD EDWARDS REQUIREMENTS I I I a C I I I I a a I b I ' a I I b I a a I I I a C I I I I I DETAIL A SCALE 2 :1 f 68.83 [2.7101 REF - 64.77 (2.5501 - 46.23 [1.820) REF I I I I I 7.62 [0.3001 I � I ' I 38.10 [1.5001 I I I 17.27 [0.680) I I ' I I I I � 10.41 [0.410) I I I l l 11.30 [0.4451 RADII: f . FULL NOTE: CAPSTOCK a 0.38 [0.0151 PART IS SYMMETRICAL ------------- LOCATION: b = 0.76 [0.030) ABOUT CENTRE LINE c = 2.29 [0.0901 C,�F��I7ht "�1 LnI lZ hlVli'.L �i Vv Vi..Ci'IT ' Vir n,iv� IirF�Ri.in lv,. PRJ✓ riC1�1 1 n:i�j iJ FRI .Li TCV GI POvOl 1=rOLIp Technologies Limited - OPYP.IGHT OF ROYAL GROUP TECHNOLOGIES LIMITED AND SHALL THAN NOT SE COPIED, THAT FOR WHICH RES^feed DISCLOSED TO OTHERS, OR USED FOR ANY PURPOSE OTHER All Rights IT IS GIVEN, WITHOUT THE WRITTEN PERMISSION OF ROYAL. TOLERANCES UNLESS OTHER`A'ISE SPECIFIED WALL THICKNESS: 2.03 mm U.O.S. ACAD NO.: PE1400019 DECIMALS ANGULAF DIMENSIONS ARE IN MM x.x f 0.4 f 0.5 MATERIAL i COLOUR: DRAWN: CHECKED: CTRL NO.: x.xx t 0.4 AS SPECIFIED 110233 DO NOT SCALE DRAWING ROYAL ROYAL PLASTICS INC. ROYAL 'A' DATE: 2003=09-16 GROUP SCALE: REV: 1 1 C1 ALL CC-1 N E 01 TO R r o 4 m m � SHEET: PAR. N1:.. 1 OF 1 WC r-3 C 14.66. [0.577] 602.11 [23.7051 82.55 [3.250] 435.93 [17.163] 82.55 [3.250] 1805.26 [71.0731 a 917.30 [36.1141 [2.500] -025.40 1834.58 [72.228] 63.50 [2.500] 14.66[0.577] WINDLOAD KIT PANEL DIVIDER FAB. FEB4/05 .1=4 4 MFG. PLANT: DIE NUMBER: REV. DESCRIPTION: Al 102826 81 FROM CONCEPT PA1400401A1-01A B2 MATERIAL SPECIFICATIONS ADDED AND ACAD NO. CHANGED 64.81 0.000 �:� r2.552 0 020] 31.75 [1.250] 90.50° 90.25° REF 19.05 [0.750] REF f f 64.51 U 50 r2.540-0-020, RADII: UNMARKED - 0.51 [0.021] NOTE: 1) GALVALUME SHALL CONFORM TO ASTM A2100 t FULL 2) MATERIAL THICKNESS TOLERANCE -0105 j o. 041 THEORETICAL SHARP Copyright © 2000 LNOTIC THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AND IS PROTECTED BY Royal il"oup Tc ; nclz:,g e5 LiRiited CO^YRICHT OF ROYAL GROUP TECHNOLOGIES UM!TED AND SHALL NOT BE CO^!ED. DISCLOSED TO OTHERS. OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH All Rights Reserved IT IS GIVEN. WITHOUT THE WRITTEN PERMISSION OF ROYAL. TOLERANCES UNLESS OTHERWISE SPECIFIED WALL IIILI14LSS : ACAD NO.: DECIMALS ANGULAR DIMENSIONS ARE IN MM 1.214 [0.0478]18Ga PS1400511 x.x i 0.4 f 0.5 MATERIAL COLOUR: DRAWN: CHECK : CTRL NO.: x.xx t 0.4 AS SPECIFIED 106352 DO NOT SCALE DRAWING ROYAL SIZE: DATE: ROYAL PLASTICS INC. 'A' 2000-03-27 GROUP SCALE: REV: 1 : 1 1 82 METAL CHANNEL [64mm] SHEET: PART NO.: 1 OF 1 1400511 r 6•- r 0 G. PLANT: ROYAL OUTDOOR PRODUCTS V.1 DESCRIPTION: A CONCEPT 64.81_0.� r2.5520.000 � 020] 31.75 [1.2501 90.50° 90.25° ' REF 19.05 [0.7501 REF fl If fi4.51_.51 r2540 020] RADII: UNMARKED o 0.51 10.0211 f e FULL THEORETICAL SHARP Copyright u 2005 NOTIC THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO 41D IS PROTECTED BY B 1Gt]IeS Limited COPYRIGHT OF P^YAL CROUP TECHNOLOGIES LIMITED AND SHALL NOT BE COPIED, RJy01 UfGU( Technologies All Rh n logierved DISCLOSED TO OTHERS, OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS GIVEN, WITHOUT THE WRITTEN PERMISSION OF ROYAL. TOLERANCES UNLESS OTHERWISE SPECIFIED '"ALL THICKNESS9 : ACAO No.: k DECIMALS ANGULAR DIMENSIONS .ARE IN MIJ 0.030-0.036" PS 1400521 —01 A x.x i 0.4 f 0.5 MATERIAL / COLOUR: DRAWN: CH CKE : CTRL NO.: x.xx t 0.4 G90 111932 ROYAL DO NOT SCALE DRAWING SIZE: DATE: ROYAL ROYAL OUTDOOR RODUCTS CO. 'A' 2005-10-11 SCALE: REV: 1 : 1 01A METAL CHANNEL [64mm] SHEET: PART NO.: 1 of 1 N/A MR �. NDu ROYAL OUTDOOR PRODUCTS DIE_NUIABER REV. DCSORIPfbN: Al I ORIGINAL A-89218tTA0 [35.12520.039J 834.270.89 [32.845t0 ^35J ❑ s S ❑ Z... L �L s LLT o� �4 FRS m ap � o� g$ g7 B g K m DTHCF-795 (2X) DS318B (2X) DS34B (2X) AV Copyright lQ' 2005 ROYAL Royal Group Technologies Limited All Rinhls Reserved GROUP NOTICE THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AND IS PROTECTED BY COPYRIGHT OF ROYAL GROUP TECHNOLOGIES LIWTED'ARO SIWL NOT BE COPIED. DISCLOSED TO OTHERS. UN USED FOR ANY PIRPOSE OTHER THANTHAT FOR WHICH IT IS GIVEN. WIIHOUT THE WRITTEN PERMISSION OF ROYAL ROYAL OUTDOOR PRODUCTS CO. PREMIER 35" DOOR ASM TOLERANCES DECIMALS ANGULAR %.x t 0.4 10.5 %.%% t 0.2 UNLESS ODRERWSE SPECIFIED DIMENSIONS ARE METRIC (nmI) DO NOT SCALE DRAWING WTEROL I COLOUR: WA. T10.%01ESS AS SPECIFIED X.XX Trim U.O.S. DRAWN: CIIECXED: SIZE: SCALE: 35' DOOR ASM �B' NTS REV: Al DATE: 2005-04-27 ACM NO: PX1400232 NOTE: REFER TO FABRICATION DRAWING No. PF1400407 FABRICATED PART No. YPABS33-1779 DTHCF-1816 (2X) SHEET; I Or 1 CTRL NO.: 111642 PART NO: N/A MFG. PLANT: DIE NU1,16ER: ROYAL OUTDOOR PRODUCTS 34.2710.89 [32.845:1:0.03 REV. DESCRIPTION: Al ORIGINAL ROOVE DEPTH=5.08 [0.200] ONES 24.40 [0.961] J 2.00 [0.079] GROG DETAIL SCALE 3X CR O C404 O cli II cli 0 0 NOTE: TOOL No. 3800001 EXTRUDED TO SMALLER WIDTH. J 2'Di-15 N:Tl: T: A,2 :S 7::::: COPYRIGHFEF ROYAL GROUP TECHNOLOGIES LIMITED AND SHALL NOT BE COPIED, Royol Group Technologies Limited DISCLOSED TO OTHERS. OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH All Pights Reserved IT IS GIVEN, WITHOUT THE V.11RITTEN PERMISSION OF ROYAL. TOLERANCES UNLESS OTHERWISE SPECIFIED ILL THICKNESS: DECIMALS ANGULAR DIMENSIONS ARE IN MM X.xx mm U.O.S. x.x ± 0.4 ±0.5 MATERIAL .1 COLOUR: DRAWN: CH ECKED: 0.2 I ACID NO.: PF1400407 CTRL NO.: x.xx ± AS SPECIFIED 111643 DO NOT SCALE DRAWING I Wzt.: DATE: ROYAL ROYAL OUTDOOR PRODUCTS CO. 'A' 2001-04-27 REV: GROUP SCALE: NTS Al 33" DC,-- FA;4EL 135" PRElvilERM DOOR' - FABRICATiu- Nl 1 OF 1 PAPT No.; YPABS33-1779 -f- S