Central Span Product Guide HELPFUL INFORMATION ON PANELS, TRIMS, GUTTERS AND ACCESSORIES 2" 16" COVERAGE Copyright 2018, Central States Manufacturing, Inc., All Rights Reserved. D C GUID_PROD_CentralSpan_180201
The men and women at Central States Manufacturing, Inc. would like to welcome you. OUR MISSION Central States Manufacturing, Inc. is a 100% employee-owned company devoted to the personal growth and well-being of our owners. We are dedicated to increasing the value of our company by making Raving Fans of our customers through exceeding their expectations, being easy to do business with, demonstrating excellence in all aspects of our business and being committed to improving their business. It is our promise to maintain honesty and integrity with everyone our lives may touch. With thanksgiving for the blessings we have been given, we are committed to serving the communities where we live and work by giving back a portion of our time, talents and profits. Effective 02/2018 Information subject to change 3
INDEX Information in the catalog may vary by plant location. Please call your salesperson to verify product availability. Central Span Information...5 Panel and Color Codes...6 Central Span Section Properties / Wind Loads... 7 Material Inventory / Unloading...8 Storage / Handling Roof Panels...9 Installation Basics / Field Cutting...10 Sealants...11 Fasteners...12 Converting Pitch to Degree...13 Trims Over Open Purlins...14-15 Trims Over Decking...16-18 Accessories...19-22 Gutters...23 Notice: The application and detail drawings in this manual are strictly for illustration purposes and may not be applicable to all building designs or product installations. Projects should conform to local building codes. Central States Manufacturing is not responsible for the performance of the material if it is not installed correctly. Information contained in this booklet was in effect at the time of publication and is subject to change without notice. 4 Effective 02/2018 Information subject to change
The Central Span panel has a traditional flat pan, vertical rib appearance, often preferred by traditional architects for superior appearance and performance. Central Span roofs meet the requirements for a wide range of roof slopes, shapes, loads, weather and related conditions. It has many of the features required for architecturally shaped roofs. CENTRAL SPAN 2 Vertical Mechanically Seamed Structural Roof Panel. 16 panel coverage. Minor striations in the flat. Clip has a full 3 of Thermal Movement. 90 or 180 seam. Roof Slopes 1/4:12 and greater. Factory applied sealant. One of the highest uplift ratings in the industry. 2" 16" COVERAGE Effective 02/2018 Information subject to change 5
PANEL CODES Use the panel and color codes below to create the code you need. For example: Central Span 16" Autumn would be VSR16AU. PANEL PROFILE TYPE CODE Central Span 16" Standard VSR16(color) Central Span 16" Swedged VSR16(color)SW Central Span 16" No Striations* VSR16(color)NS Central Span 16" No Striations, Swedged* VSR16(color)SWNS *NOTE: Striation waver must be signed before producing any order without striations. Panels with no striations may exhibit oil canning in the flat area of the panels. This is common to the industry and does not affect the integrity of the panel and is not a reason for rejection. COLOR CODES FLUROPON Ash Autumn Beige Brite Bronze Dark Bronze Evergreen Galvalume Roman Sand Slate Gray Smoke Terratone Tudor Verdigris CODE AS AU BE BT BZ DB EV GL RB SA SG SM TE TU VE Galvalume is a registered trademark of BIEC International, Inc. 6 Effective 02/2018 Information subject to change
16" WIDE, CSMI CENTRAL SPAN PANEL Gauge 24 Thickness (inches) 0.0221 Weight (psf) 1.254 Yield Stress (ksi) 50.0 Allowable Shear (kips/ft) 0.79 Ixx in4/ft 0.1943 SECTION PROPERTIES Top in Compression (Positive Bending) Section properties and allowables are calculated in accordance with North American Specification for the Design of Cold-Formed Steel Structural Members (2001 Edition & 2004 Supplement). I +/- is for deflection determination. S +/- is for bending determination & Ma is allowable bending moment. Ma is allowable bending moment and Va is allowable shear. All values are for one foot of panel width. Minimum deliverable bare steel thickness should not be less than 0.95 of design thickness. Allowable intermediate bearing at 2.5 = 0.357 kips/ft. Allowable end bearing at 2.5 = 0.126 kips/ft. Sxx in3/ft 0.1113 Ma in.kips/ft 3.333 Ixx in4/ft 0.0900 Bottom in Compression (Negative Bending) THEORETICAL ALLOWABLE LIVE & WIND LOADS Sxx in3/ft 0.0762 Ma in.kips/ft 2.282 ALLOWABLE LIVE LOADS - All loads in pounds per square foot. Gauge 24 Span Span (ft) Condition 2 2.5 3 3.5 4 4.5 5 6 SS Stress 555.5 355.5 246.9 181.4 138.9 109.7 88.9 61.7 L/180 2122.4 1086.6 628.8 396.0 265.3 186.3 135.8 78.6 DS Stress 325.9 219.3 156.9 117.4 91.1 72.6 59.2 41.4 L/180 5108.1 2615.4 1513.5 953.1 638.5 448.4 326.9 189.2 TS Stress 366.7 249.4 179.6 135.1 105.0 83.9 68.5 48.1 L/180 4005.1 2050.6 1186.7 747.3 500.6 351.6 256.3 148.3 Allowable load based on stress is the smallest load due to bending, shear and combined bending and shear. Allowable load based on deflection limit cannot exceed allowable load based on stress. These loads are for panel strength. Frames, purlins, clips, fasteners and all supports must be designed to resist all loads imposed on the panel. Allowable uplift loads based on stress have not been increased by 33.33 % for wind uplift. Allowable loads for deflection are based on deflection limitation of span/180. For roof panels, self weight of the panel has to be deducted from the allowable inward load to arrive at the actual live load carrying capacity of the panel. SS = Simple span, DS = Double Span and TS = Three or more spans ALLOWABLE WIND UPLIFT LOADS - 24 Gauge Material (F y = 50 ksi). All loads in pounds per square foot. 90 Seam 180 Seam Span 1592Test 1592 COE Ultimate Load Design Load Design Load 2.0 232.3 136.4 140.8 2.5 113.2 116.9 3.0 94.3 97.3 3.5 80.9 83.5 4.0 70.8 73.1 4.5 62.9 64.9 5.0 96.5 56.6 58.5 Span 1592Test 1592 COE Ultimate Load Design Load Design Load 2.0 326.1 191.2 197.6 2.5 157.6 163.0 3.0 131.3 135.8 3.5 112.6 116.5 4.0 98.5 101.9 4.5 87.6 90.6 5.0 134.7 78.8 81.6 The above tabulated loads are generated from certified ASTM E-1592 testing. Intermediate design loads are interpolated from ultimate test loads. Design loads contain a safety factor of calculated per AISI. COE design load contains a 1.65 safety factor per COE 07416 Specification. These load capacities are for the panel itself. Frames, purlins, clips, fasteners, and all supports must be designed to resist all loads imposed by the panel. Allowable wind uplift loads have not been increased by 33% as allowed by some codes when wind load controls. This material is subject to change with out notice. Contact Central States for most current values. Effective 02/2018 Information subject to change 7
RECEIVING & HANDLING MATERIAL INVENTORY Your material is carefully inspected and crated before leaving the plant and accepted by the transportation company as being complete and in satisfactory condition. It is the carrier s responsibility to deliver the shipment intact. It is the consignee s responsibility to inspect the shipment for damages and shortages when it is delivered. Conducting a material inventory at the time of delivery is essential. By conducting the materials inventory, the erector is able to identify any material shortage or damage and avoid stopping installation later because of such shortage or damage. It is imperative that any shortages or damage of the delivered materials be noted at once and clearly marked on the bill of lading before signature of acceptance. Notify Central-States immediately of any conflicts. Central-States will not be responsible for shortages or damages unless they are noted on the bill of lading. In the case of packaged components (such as clips, fasteners and sealants, etc.), the quantities are marked on their container and should be checked against the bill of materials. Central-States must be notified of any shortages or concealed damage within 15 days of delivery. EQUIPMENT FOR UNLOADING AND LIFTING Hoisting equipment is necessary to unload and position the panels and accessory crates for site storage and installation. The equipment must have sufficient capacity and reach to place the material where it is required for efficient installation. Slings will be required to minimize panel damage. The recommended slings are nylon straps of 6 minimum width and of sufficient length to accommodate the panel bundle girth. A spreader bar will be required for the longer panel crates to assure correct sling spacing and uniform lifting. The spreader bar must be large enough to handle the maximum panel bundle weight and length. A forklift is handy for unloading and placing shorter panel and accessory crates. LIFTING ROOF PANEL BUNDLES Under normal conditions, panel crates less than 35 long can be lifted with two slings spaced at third points. Panel crates longer than 35 can be lifted with three slings located at quarter points using a spreader bar to achieve correct sling spacing for uniform lift. Slings should be located under the cross boards. Loads should always be checked for secure hook-up, proper balance, and lift clearance. Tag lines should be used if necessary to control the load during lifting, especially if operating in the wind. Panel crates less than 25 long may be lifted with a forklift only if the forks are spread at least 5 apart and blocking is used to prevent panel damage by the forks. *For illustration only. Actual packaging may differ from drawing. 8 Effective 02/2018 Information subject to change
RECEIVING & HANDLING FIELD STORAGE Upon acceptance of the shipment, the customer or his representative is responsible for proper handling storage and security of the roof materials. Central- States is not liable for damage or loss of materials at the job site. The roof panel bundles should be stored on the job site in accordance with the following recommendations: A. Store panels in a protected area, out of standing water and drifting snow, etc. B. Elevate panels with blocking to allow air circulation under the bundle. C. Slope panels for drainage of moisture from the panels. D. As necessary, cover panels with waterproof tarp, allowing for air circulation (do not wrap tarp under panel crate or restrict air movement). E. Inspect panels daily for moisture accumulation. When moving panel bundles, extreme caution should be taken to prevent damage to the panel edges. Uncrated panels should be supported at each end and at 10 spaces. All bundles or loose panels on the roof should be banded to the roof structurals at the end of each workday. On steep roofs, provisions should be taken to prevent panels and panel crates from sliding off the roof. Be sure to set panel bundles on the roof in the proper direction for the installation sequence. Trim and accessories should be stored in a secure area and protected from damage, weather, and theft. Fasteners, sealants, closures, etc., should be stored out of the weather and protected from contamination. *For illustration only. Actual packaging may differ from drawing. F. If panel bundles contain moisture, the panels should be dried and re-stacked. Use care in re-stacking to avoid damage to panels. G. Opened or re-stacked panel bundles should be secured to prevent wind damage. TIP Stack blocking so bundle is sloped for drainage. HANDLING INDIVIDUAL ROOF PANELS To lift individual panels, lift one of the panel by the seam letting it hang naturally to prevent buckling. Pick-up points should not be more than 10 apart. Do not pick-up panels by the ends only, or in a flat position. If the individual panels are to be lifted to the roof by hand line, the common method is to use the vice grip C clamps. Position the clamps on the flat of the panel as close as possible to one edge so the panel is lifted in a vertical position. The jaws of the vice grips must be padded to prevent damage to the panel surface. The clamps should be uniformly spaced, no more than 10 apart and the hand lines must be pulled in unison so that uneven lifting does not buckle the panel. Be sure the clamps are tight on the panel and the line is secure to prevent dropping the panel which can result in personal injury and property damage. Effective 02/2018 Information subject to change 9
INSTALLATION BASICS PROPER TOOLS Before you start paneling, be sure that the proper equipment and tools are on hand. The tools must be in good operating condition and operators should adhere to safety precautions at all times. EQUIPMENT LIST Seam Clamp Minimum of (2) required Motorized Seaming Machine* Manual Seaming Tool Screw Guns Designed for use with self-drilling screws Socket Extensions 6 extension for screw gun Hex Socket Heads 5/16 and 3/8, magnetic Drill Motor 1/4 capacity Drill Bits Assortment Sheet Metal Cutter or power shears or nibbler C Clamps vise grip, with swivel pads Pop Rivet Tool 1/8 capacity Improper use of tools, too few tools, inadequate power source, or other equipment deficiencies slow down the installation process. The cost of inefficient working is usually greater than the cost of providing good equipment. Sheet Metal Shears left and right cut Steel Measuring Tape 12, 50, 100 Nylon String Chalk Line (No Red Chalk) Brooms Marking Pen (No Lead Pencil) Caulk Guns for 1/10 gallon sealant tubes Power Source and Extension Cords capable of handling the total equipment requirements, including 20-amp seamer machine, without power drop due to extension cord length. * Seamer rental information at centralstatesmfg.com. FIELD CUTTING ABRASIVE SAW PROBLEMS Abrasive saws (circular saws with friction disks) are not recommended for cutting roof panels or flashing. Abrasive saws create high heat that may burn away the protective coating from the panel edge, causing the edge to rust. Also, abrasive saw dust contains fine, hot steel particles, which accumulate on panel and flashing surfaces where they rust and can cause staining and rusting of those surfaces. Rust caused by abrasive saw damage or abrasive dust particles can be excluded from warranty claims. SHEARING METHODS It is recommended that panels and flashing be cut with shears to provide a clean, undamaged cut. On shear cut edges, the protective coating extends to the edge of the cut and is often wiped over the edge to further protect the base metal. Whenever possible, fit the material so that the factory cut edge is exposed and the field cut edge is covered. When field cutting complex shapes, it is usually easier to cut out a 1 wide strip using both left and right hand shears. The 1 cutout provides clearance to smoothly cut the flats and the clearance to work the shears around tight corners. When making repetitive cuts (such as cutting panels at a hip condition) it is recommended that a template be made from a piece of drop-off panel or flash to provide fast and accurate marking of the field cut. When using panel material for the template, cut off the top portion of the panel ribs so that the template is easily laid onto the panel being marked. MARKING PANELS Avoid marking the panels for cutting, etc., in a manner that will leave visible markings and stains, etc., on the finished roof surface. Use chalk or felt tip ink markers. Do not use red chalk or graphite (lead) pencils on unpainted panel surfaces, the graphite can cause rusting of the surface. 10 Effective 02/2018 Information subject to change
TEMPERATURE EFFECTS Temperature extremes must be conred during installation of the roof due to the sensitivity of sealants. The recommended installation temperature range is 20º F to 120º F. At colder temperatures, the sealant stiffens resulting in loss of adhesion and compressibility. At hotter temperatures, the sealant becomes too soft for practical handling. On cold but sunny days, the panel s surface may become warm enough to accept the application of a heated sealant even though the air temperature is below 20º F. CONTAMINATION To assure proper adhesion and sealing, the sealant must have complete contact with adjoining surfaces and achieve 30% compression. Contaminants such as water, oil, dirt and dust prevent such contact. The panel and flashing surfaces must be dry and thoroughly cleaned of all contaminants. Before applying tape sealant, the sealant should be checked for contaminants. If the sealant surfaces are contaminated, it must not be used. During cool weather, condensation or light mist can accumulate on the panel and flashing surface and not COMPRESSION To assure proper adhesion and seal, the tape sealant must be compressed between the panel and flashing surfaces with firm and uniform pressure. In most cases, the required pressure is applied by the clamping action of screws pulling the adjoining surfaces together. However, the tape sealant s resistance to pressure becomes greater in cold weather. INSIDE CORNERS An in radius, such as where the panel flat meets a rib, is usually the most critical area to seal. A common mistake for the installer, is to bridge the sealant across the in radius. When the lapping panel or flashing is pushed into place, the bridged sealant is stretched When overnight temperatures fall below freezing, the sealant should be stored in a heated room so it will be warm enough to use the following day. On hot days, the sealant cartons should be stored off the roof in a cool and shaded area. While on the roof, sealant rolls should be kept shaded until actual use. In very cold weather, it is recommended that the fasteners be tightened slowly and only tight enough that the sealant is in full contact with the panel or flashing. Then on the next sunny day, complete the tightening process after the sun warms the panel and flashing surfaces. be easily noticed. It is recommended that sealants always be kept under protective cover and that the panel and flashing surfaces be wiped dry immediately before installation. Tape sealant is provided with a protective paper to reduce contamination. Incomplete removal of the protective paper will prevent the sealant s adhesion to the panel or flashing surfaces. Always check that the protective paper is completely removed. Do not remove the protective paper until immediately before the panel or flashing is installed over the sealant. During cold weather, the fasteners must be tightened slowly to allow the sealant time to compress. If the fasteners are tightened too fast, the fastener may strip out before the sealant compresses adequately, or the panel or flash may deform in the immediate area of the fastener, leaving the rest of the sealant insufficiently compressed. and thinned. The sealant may then be too thin to adequately seal this critical area. When tape sealant is applied at an in radius, it is recommended that the sealant be folded back on itself, then push the sealant fold into the radius. Do not tear but cut the tape sealant to length with a box knife. SEALANTS Effective 02/2018 Information subject to change 11
FASTENERS SCREW GUN Use torque control and variable speed screw guns for driving self-drilling screws. 2000-2500 RPM screw gun speeds are necessary to attain efficient drilling speeds. High tool amperage (4 to 7 AMP) is required to achieve the proper torque for proper seating and to secure the fastener. SOCKETS Use good quality sockets. Good fitting sockets reduce wobble and stripping of the screw heads, especially the alloy and capped heads. They also minimize objectionable paint chipping and scuffing on colored screws and minimize damage to the protective coating on unpainted screws. Magnetic sockets collect drill shavings, which will build up and eventually prevent the socket from seating properly on the screw heads. One method of removing the drill shavings is to roll up a ball of tape sealant and push the socket into the sealant. When the socket is removed from the sealant, most of the drill shavings will remain embedded in the sealant thereby cleaning the socket. This process should be repeated as often as needed to keep the socket clear of drill shavings. SOCKET EXTENSION A 4 or 6 socket extension is recommended for installing the panel clip screws. With the extension, the screw can be driven straight down without tilting the screw gun to clear the panel or clip. Since socket extensions are slow to wear out, it is usually more cost effective to purchase socket extensions and good quality sockets rather than purchase sockets with builtin extensions. INSTALLATION Before starting the screw, the materials to be joined must be pressed together with foot or hand pressure. The pressure must be maintained until the screw has drilled through all the materials and the threads have engaged. Most self-drilling screws require 20 pounds of pressure to maintain the drilling action and to start the thread cutting action. Also, applying such pressure before starting the screw gun will usually prevent tip walking or wandering. If too little pressure is applied, the drill point may not cut into the metal and the point will heat up and become dull. If the pressure is too heavy, the bottom material may be deflected away, causing a standoff condition, or the drill tip may be broken or split. Screws must be held perpendicular to the panel or flashing surface during starting and driving. For proper seating of the fastener-sealing washer, the panel or flashing surface must be clean and drill shavings must be removed from under washers before seating. The fastener must be driven perpendicular to the panel surface so that the washer can seat level without warping or cupping. Do not over drive screws. Over driving can strip the threads and/or damage the sealing washer. Use screw gun with torque control set to function properly for the combination of fastener size, hole size and material thickness. The fastener should be driven tight enough to uniformly compress the washer but not so tight that the washer splits or rolls out from under it s metal dome. The recommended procedure is to tighten the fastener until the sealing washer just starts to visually bulge from under the metal dome. As a good installation practice, all roof installers should carry approved oversized screws. Upon stripping or breaking a screw, the screw must be immediately removed and replaced with the appropriate oversized screw. Do not defer the screw replacement to be remembered and fixed later, or to be found by the clean-up crew. The majority of such screws will be overlooked until the customer complains of leakage. 12 Effective 02/2018 Information subject to change
CONVERTING TO DEGREE Use these charts to calculate degrees when designing custom trim. Please specify pitch when ordering. 90 110 100 80 70 130 120 60 50 135 90 30 150 140 40 30 160 20 170 180 10 0 1:12 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 SINGLE SLOPE ES Fascia, Eave, Endwall, Tie-In, Gutter 94 99 104 108 112 116 120 123 126 129 132 135 DOUBLE SLOPE ES Hip, Valley 173 167 160 154 148 143 138 134 130 126 123 120 RIDGE CAP 170 161 152 143 135 127 120 113 106 100 95 90 TRANSITION TRIM Find the box that intersects your lower and upper roof pitches. If the intersection lands in the gray area, select an Lower Transition trim. Upper Transition Trim 3:12 154 Lower Transition Trim 10:12 154 3:12 10:12 UPPER ROOF (INCHES OF RISE OVER 12" OF RUN) 1:12 2:12 3:12 4:12 5:12 6:12 7:12 1:12 2:12 3:12 4:12 LOWER ROOF (INCHES OF RISE OVER 12" OF RUN) 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 13:12 14:12 15:12 16:12 17:12 175 171 166 162 158 155 151 148 145 142 140 137 135 133 132 130 128 175 175 171 167 163 159 156 153 150 147 144 142 140 138 136 135 133 171 175 176 171 167 164 160 157 154 152 149 147 145 143 141 139 138 166 171 176 176 172 168 165 162 159 156 153 151 149 147 145 144 142 162 167 171 176 176 172 169 166 163 160 158 155 153 151 149 148 146 158 163 167 172 176 176 173 170 167 164 162 159 157 155 153 152 150 155 159 164 168 172 176 177 173 170 168 165 163 161 159 157 155 154 8:12 151 156 160 165 169 173 177 177 174 171 169 166 164 162 161 159 157 9:12 148 153 157 162 166 170 173 177 177 174 172 170 167 166 164 162 161 10:12 145 150 154 159 163 167 170 174 177 177 175 173 170 168 167 165 163 11:12 142 147 152 156 160 164 168 171 174 177 178 175 173 171 169 168 166 12:12 140 144 149 153 158 162 165 169 172 175 178 178 176 174 172 170 169 18:12 Effective 02/2018 Information subject to change 13
TRIMS OVER OPEN PURLINS All angles are 90 or 45 unless otherwise noted. All trims are 24 gauge unless otherwise specified. RIDGE CAP PART # LENGTH GIRTH ROOF SLOPE SSRCP102(color) 10'2" 23.5" Specify roof slope. RIDGE END CAP SSRCE(color) 14" Specify roof slope. VENTED RIDGE CAP CSLVRDG102(color) 10'2" 22.5" Specify roof slope. For use over decking and open purlins. SCULPTURED RAKE SSRA102(color) 10'2" 19.25" N/A SSRA204(color) 20'4" 19.25" N/A RAKE SLIDE SSRS102(color) 10'2" 3" N/A FIXED PEAK BOX SSFXPB(color) 1'6" 21" 1/2-6:12 SS121FXPB(color) 2'6" 21" 1/2-3 3/4 :12 Specify roof slope. Use with SSRA102, SSRA204 sculptured rake trim. BOX PANEL CAP TRIM SSPC102(color) 10'2" 8.5" Specify roof slope. 14 Effective 02/2018 Information subject to change
TRIMS OVER OPEN PURLINS All angles are 90 or 45 unless otherwise noted. All trims are 24 gauge unless otherwise specified. PART # LENGTH GIRTH ROOF SLOPE SCULPTURED EAVE TRIM SSEA102(color) 10'2" 14.25" Specify roof slope. SSEA204(color) 20'4" 14.25" Specify roof slope. SCULPTURED HIGH SIDE EAVE TRIM SSHI102-2(color) 10'2" 20.375" 1/4-1 3/4 : 12 SSHI102>2(color) 10'2" 22.0625" 1 3/4-4:12 SSHI204-2(color) 20'4" 20.375" 1/4-1 3/4 : 12 SSHI204>2(color) 20'4" 22.0625" 1 3/4-4:12 SIDEWALL SSSF102(color) 10'2" 10" N/A ENDWALL SSEF102(color) 10'2" 13.5" Specify roof slope. LOW VALLEY VSRLVAL102(color) 10'2" 34.5" Specify roof slope. HIGH VALLEY VSRHVAL102(color) 10'2" 36.75" Specify roof slope. Effective 02/2018 Information subject to change 15
TRIMS OVER DECKING All angles are 90 or 45 unless otherwise noted. All trims are 24 gauge unless otherwise specified. RIDGE CAP PART # LENGTH GIRTH ROOF SLOPE CSLHR102(color) 10'2" 17.5" Specify roof slope. VENTED RIDGE CAP CSLVRDG102(color) 10'2" 22.5" Specify roof slope. For use over decking and open purlins. RESIDENTIAL DRIP EDGE CSLRDC102(color) 10'2" 10.5" Specify pitch GABLE SUPPORT VSRGPS102(color) 10'2" 8.5" N/A GABLE TRIM ANGLE VSRGTA102(color) 10'2" 3.5" N/A TRIM CLEAT CSLTC102 10'2" 6.75" Specify roof slope. Random color. 16 Effective 02/2018 Information subject to change
TRIMS OVER DECKING All angles are 90 or 45 unless otherwise noted. All trims are 24 gauge unless otherwise specified. EAVE FLASHING PART # LENGTH GIRTH ROOF SLOPE CSLEA102(color) 10'2" 10.375" Specify roof slope. HIGH EAVE/ GABLE FLASHING VSRGA102(color) 10'2" 11" Specify roof slope. GABLE FLASHING CSLGA102(color) 10'2" 9.25" N/A RAKE FLASHING CSLRA102(color) 10'2" 7" N/A ENDWALL CSLEW102(color) 10'2" 14.75" Specify roof slope. Effective 02/2018 Information subject to change 17
TRIMS OVER DECKING All angles are 90 or 45 unless otherwise noted. All trims are 24 gauge unless otherwise specified. VALLEY PART # LENGTH GIRTH ROOF SLOPE CSLVAL102(color) 10'2" 27.5" Specify roof slope. COUNTER FLASHING CSLCF102(color) 10'2" 6" N/A TERMINATION ZEE VSRRAKEZ102(color) 10'2" 4.5" For use over decking and open purlins. END DAM VSRED16 16" GALVALUME VSRED16(color) 16" PAINTED For use over decking and open purlins. FLAT SHEET FSK102(color) 10'2 48.5" 24 ga. 18 Effective 02/2018 Information subject to change
ACCESSORIES FLOATING CLIP FOR 3/8" STAND-OFF PART # LENGTH WIDTH VSRLCLIP 4 5/16" 2 3/8" 22ga. Galvanized Steel Tab, 16ga. Galvanized Steel Base FLOATING CLIP FOR 1 3/8" STAND-OFF VSRHCLIP 4 5/16" 3 3/8" 22ga. Galvanized Steel Tab, 16ga. Galvanized Steel Base FLOATING PERIMETER PLATE FOR 3/8" STAND-OFF VSRLPPLATE 10' 2" 3" 1 1/2" 16ga. Galvanized Steel 3/8" 1 1/2" FLOATING PERIMETER PLATE FOR 1 3/8" STAND-OFF VSRHPPLATE 10' 2" 3" 16ga. Galvanized Steel THERMAL SPACER BLOCK PART # LENGTH WIDTH THICKNESS TS1638 16" 3 3/8" Extruded polystyrene foam. Longer lead times may apply. Effective 02/2018 Information subject to change 19
ACCESSORIES PART # COLOR LENGTH #PER BAG BACK-UP CHANNEL VSRBP-172 CLIP FASTENER #10 FOR PANEL CLIP & EAVE PLATE ATTACHMENT TO WOOD DECKING VSRWFAST 1 1/2" 250 CLIP FASTENER #14 FOR PANEL CLIP & EAVE PLATE ATTACHMENT TO STEEL PURLINS 114CLIPFAST 1 1/4" 250 TRIM FASTENER / METAL TO METAL PANCAKE FOR TRIM TO PERIMETER PLATE 12FASTENER 1" 250 LAP FASTENER #14 FOR END DAM ONLY 78ZLAP 7/8" 250 METAL DECK FASTENER #12 209FASTENER 2" 250 FOR FASTENING CLIP TO METAL DECKING Longer lead times may apply. 20 Effective 02/2018 Information subject to change
ACCESSORIES PART # COLOR LENGTH #PER BAG LONG LIFE LAP FASTENER FOR EXPOSED TRIM FASTENING 78(color)ZACLAP all 7/8" 250 LONG LIFE ENDLAP/EAVE FASTENER 114(color)ZACMM all 1 1/4" 250 FOR PANEL ENDLAP/EAVE ATTACHMENT SHOULDER FASTENER #14 FOR FLOATING RAKE PLATE ATTACHMENT TO STEEL PURLINS 114SHOULDER 1 1/4" 250 ROOF FASTENER FOR END DAMS, RAKE Z'S, AND VALLEY PLATE 1FFASTENER 1 1/2" 250 POP RIVET POP(color) 100 FOR FLASHING JOINTS 1/8" body diameter Effective 02/2018 Information subject to change 21
ACCESSORIES SEALANT PART # COLOR LENGTH URETUBE 10.3oz tube (white) ENDLAP SEALANT VSRELT 30' roll FLASHING SEALANT Paper Backing 3/16" BTR 40' roll Sealant 7/8" PREVENT PREVENT 8' SECTION SCULPTURED RAKE END SSRE(color) n/a n/a n/a PART # LENGTH GIRTH ROOF SLOPE Use with SSRA102, SSRA204 sculptured rake trim. Specify left or right. OUTSIDE CORNER BOX SSOCB(color) 18" 16" n/a Use with VSRGU, SSRA102, SSRA204 sculptured rake trim. Specify roof slope. 22 Effective 02/2018 Information subject to change
GUTTERS SCULPTURED GUTTER PART # LENGTH WIDTH ROOF SLOPE VSRGU102 10'2" 24.8125" Specify roof slope. VSRGU204 20'4" 24.8125" Specify roof slope. BOX GUTTER CSLGU102 10'2" 24.875" Specify roof slope. CSLGU204 20'4" 24.875" Specify roof slope. GUTTER EAVE TRIM CSLGET102(color) 10'2" 7.5" Specify roof slope. GUTTER STRAP 10 CL246 10" 2.25" SCULPTURED GUTTER CSLGS102(color) 10'2" 3.125" FIELD CUT TO LENGTH CL246 FOR SCULPTURED GUTTER END CAP CLGS102 FOR BOX GUTTER SSGEN(color) CSLBGEND(color) Left and right Left and right Specify roof slope. N/A SSGEN FOR SCULPTURED CSLBGEND FOR BOX GUTTER DOWNSPOUT CSLDS102(color) CSLDS122(color) CSLDS142(color) CSLDS162(color) CSLDS182(color) CSLDS204(color) 10'2" 12'2" 14'2" 16'2" 18'2" 20'4" DOWNSPOUT WITH KICKOUT CSLDK102(color) CSLDK122(color) CSLDK142(color) CSLDK162(color) CSLDK182(color) CSLDK204(color) 10'2" 12'2" 14'2" 16'2" 18'2" 20'4" DOWNSPOUT ELBOW CSLDSE45(color) DOWNSPOUT CONNECTOR CSLDSLVE(color) Effective 02/2018 Information subject to change 23
www.centralstatesmfg.com