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51 BEACH AVE RES19-0058 GULFLOK ROOF • i • -3, V41411ri& a -- FLORIDA PRODUCT APPROVAL Gulf Coast SUPPLY & MANUFACTURING LOKTM MINGU "N.0.011651.2 � "O� ER 15/32" PLYWOOD FLORIt 111 GU 1,7 Lo - i APPROVE'' N � 11651.2 R Product Evaluation Report ., ,f ini ... GULF COAST SUPPLY & MANUFACTURING, LLC. 11? �' V ,4 0.032" Aluminum GulfLokTM 16" Wide Roof Panel over 15/32" Plywood Florida Product Approval #11651.2 R3 Florida Building Code 2017 JOB B COPY Per Rule 61G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 0`'""''',, Newberry, FL 32669 OPN,EL S. k& '• ocENSF tit' Engineer Evaluator: ='E' NO 75518 Dan Kuhn, P.E. #75519 = * Florida Evaluation ANE ID: 10743 ;53•. STATE OF Fs▪ OR10 VLocke Bowalidator:den, RE. #49704 '','S'�NAL,ENGy0,/05/202- 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON,FL 33487 • FL COA #30464 ../.1411111111M . FLORIDA PRODUCT APPROVAL Gulf Coast SUPPLY & MANUFACTURING GUI ' . w ,..„,,,, . ,,, ,,„. . ... . .„ . 11110, 441k EL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.2R3 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 75/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply 1/4"-5/16" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table "A" Panel Assembly A B Maximum Total Uplift Design Pressure 52.5 psf 116.0 psf Panel Slot Fastener Spacing 5 3/16" O.C. 5 3/16" O.C. Sealant on Male Rib NOT USED USED *Design Pressure includes a Safety Factor=2.0. FL# 11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPOR R KUHN ENGINEERING, LLC N. ;.:w -- f - .. „ -- . 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL Cf , , -'1111111111K\ • a. FLORIDA PRODUCT APPROVAL Gulf Coast . ,, .., ,.... SUPPLY & MANUFACTURING GU �, T .. L KM 491 .'OIL a.a a ' INUM GULF WI" 7 O' `VANE - ER 15/32" PLYWOOD '4 ' r,,.,..•,•.e r ii. APPRO'' • ' N • . 11 . R ,_ Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 -Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0337T-10 Dated 03/07/2011 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL# 11651.2 R3 •OCTOBER 5,2017 PRODUCT EVALUATION REPORT EKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9. BOCA RATON, FL 33487• FL COA #30464 V-‘1441111ri& FLORIDA PRODUCT APPROVAL GulfCoast SUPPLY & MANUFACTURING 1411;;i1 a TM LUMINUM GULF .+' ." WI •OOF PANE ER 15/32" PLYWOOD FLORI 11—, ., • •-11 _ �:APPRO -j N • R Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL# 11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT J KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487• FL COA #30464 1 V141ILIKIV, '. ENGINEER'S LOAD TABLE SPEC GulfCoast • SUPPLY & MANUFACTURING ; , , — ; LOKTM 111 U Wi.* - 'ANE ER 15/32" PLYWOOD FLORIDA PROD APPROVE NO. 11 . R ENGINEER LOAD TABLE: 0.032" Aluminum Gulf LokTM 16" Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height<_ 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER n) SPACING SPACING SPACING SPACING SPACING SPACING SPACING CDX ZONE 1 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A CDX ZONE 2 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B ZONE 3 #10 12x1" CDX Assembly A Assembl Assembl - _Assmbl B Assembl B Assembly B Assembly B 1.)PANEL DESCRIPTION:GULFLOKTM, MIN.0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT (1)#10-12X1"PANCAKE TYPE A, Mt" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5'/e"O.C.;ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5'/e"O.C. WITH '/a -5/16 DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING: MIN. 15/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. 'ZONE2 HIP ROOF a Note: Dimension(a)is defined as 10%of the minimum width of the building or ZONE3 rl 40%of the mean height of the roof,whichever is smaller, however, (a)cannot be ■ ,\\,t a -----la less than either 4%of the minimum width of the building or 3 feet. 4 \\ 1 0 ASSEMBLY A RIDGE 16" COVERAGE --or 1 ■ ■ r-2 % ,„, EAVE i5 ZONE2 GABLE ROOF a, (1) #10-12 X 1"TYPE A PANCAKE ' a SPACING: SEE UPLIFT TABLE RIDGE ASSEMBLY B a - 1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT a. _;a ZONE 1 '1 (1) #10-12 X 1"TYPE A PANCAKE ' SPACING: SEE UPLIFT TABLE ."ZONE 3 -EAVE FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT JKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9. BOCA RATON, FL 33487 • FL COA 4'30464 GuGulfCoast SUPPLY & MANUFACTURING APPENDIX F: REVISION LOG 8 March 2018:First publication. (888)393-0335 I www.gulfcoastsupply.com FLIPPING THE"FLIP FLOP"MACHINE Hipping the shafts.Check and tighten the roller's retainer screws machine to change the seaming direction is a three as necessary.(D)On painted roofs,especially during step process.The machine will need to be held aloft very hot or abrasive conditions,spraying or misting the during this process in order to not damage the panel seams with water,or a light lubricant such as WD-40, finish. ahead of the seaming machine may significantly reduce Step 1:Using your / burnishing and forming marking of the seam surface. index finger, lift up on ! (E)On very dry Galvalume roofs,spraying or misting the release trigger until • ---- the seams with water or a light lubricant such as WD- Vi 4 9 you hear or feel the top ..,�i;n"f = 40,ahead of the seaming machine may significantly plate disengage. �= { _ ''..-. ,.4 :'` i reduce seaming friction and Galvalume build-up on the f"sT i' /�' forming rollers.(F)When 180°Seaming,the increased "/ '-� seaming pressures may require spraying or misting the seams with water,or a light lubricant such as WD-40, Step 2:While still / ahead of the seaming machine,significantly reducing JI holding the seamer . ;! / / burnishing and forming marks of the seam surface. aloft,use your free hand '�>`" J COOLING VENTS T-_-) prevent motor overheating,the to rotate the forming - n»tor has vents and an internal fan to provide cooling . • '4: rollers to the next stage. , � �)� •• air flow over the internal motor parts.Check frequently 11 to assure that these vents are kept clean and clear of debris,etc.While the machine is running,never cover ' / the machine or place it in a position where the cooling Step 3:Continue to / 1(r '_ air flow to the vents will be restricted. rotate the unit until 4-1141,iHOUR METER Your roof seamer may be equipped with the release trigger i — � an hour meter near the machine's power port.This is reengages and is •• I' used by D.I.Roof Seamers to track the maintenance of stabilized with a clicking ,y ' ;�*' ' •�' the machine. This meter will only run when the power sound.The unit is now •- . //- � �• switch is in the"ON"position. DO NOT attempt to alter ready to be set onto the �; or otherwise tamper with this meter. Evidence of this next work areawill result in additional charges. If the meter displays SEAMING MACHINE MAINTENANCE ne seaming anything other than normal numeric values,please machine is a precision fabricated, high performance, refer to the ELECTRICAL REQUIREMENTS&SAFETY portable roll forming machine.This relatively section of this guide to insure proper power supply and lightweight machine does the tough job of forming the contact D.I.Roof Seamers Technical Support at extra strong 90°and 180°Seam finished seam under 1-888-343-0456 for instructions. often rugged field conditions.Although designed for tough industrial use,the seaming machine requires For more information, instructional videos and proper maintenance to assure proper seaming and much more,visit www.diroofseamers.com or call efficient,trouble free operation.Caution:Failure to 1-888-343-0456. properly maintain the seaming machine as instructed below can result in faulty or damaged seams and costly Copyright©2012 Developmental Industries,Inc.I Rev. 10.2 break-down of the seaming machine. Used with permission. FORMING ROLLERS The forming rollers require the following regular maintenance:(A)Assure that the forming rollers are free of dirt,grease,sealant/mastic, etc.(B) Spray the forming rollers with WD-40(or equal). (C) Assure that the forming rollers are tight on their (888)393-0335 I www.gulfcoastsupply.com of scratching of the seam surface.The roof panel seams Under such conditions, minor burnishing, pressure must be cleaned of grease or other contaminants marks and dark marking of the seam surface is normal which can cause seaming machine slippage and and acceptable. Many markings may be removed with marking , `the seam surface. mild cleaning solutions or solvents. RUNNING "FLIP FLOP"MACHINE THE SEAMINGt�, ' , NOMENCLATURE ;;_ MACHINE _ heck • +;'.+,{.AA following information • that the machine's {�'• ' identifies the o• perational •_, . • 1 •path is clear of , �+'`,?',� ',I parts of the"Flip Flop" power cords,tools, 0 `� , seaming machine. . ,, ,.t., . debris,tether '1:1'::, DIFFERENCE IN SEAMING •l a'I lines,etc.Start the DIRECTION This machine ` , .- - machine by turning ry unique labor '', on the machine's toggle switch.Watch the machine and saving machine because finished seam carefully for any indications of machine it can form bi-directionally or can be two machines in malfunction or faulty seaming.Caution:The seaming one.The 900/90°machine can be run,then"flipped"to machine must always be in the vertical position while run on the adjacent seam ,. seaming.Do not allow the machine to tilt sideways to save"drag back"time. when locking the machine onto the seam or while the The 90°/180°machine machine is running.On roofs with high stand-off clips, can be run as 90°Seam walking or standing on the panel next to the machine then be"flipped"to run in ,,' ,' • can deflect the panel and cause the machine to tilt. Do the opposite direction on not walk or stand on the panel next to the machine the same seam to form while it is running. 180°Seam. ________ STOPPING THE MACHINE Stop the machine by turning LOCKING THE MACHINE off the machine's toggle switch.Always allow sufficient ON THE SEAM When space for the machine to coast after turning the the machine is in the machine off. Do not run the machine into previously correct position on the ' •' r ' installed end dams or other obstructions.Note:The seam, pull the locking ►-7 ' '." 180°Seam will stop just short of the installed end dams handle out to the locked -,. approximately 12".The seam should already be 90° position.The locking 1' hand crimped at the ridge prior to installation of the handle should lock with end dams.The end dams are designed for 90°Seams minimal resistance when only.This does not affect the performance of the roof force applied. If the locking handle will not readily lock, system.Caution:Stop the machine immediately and roll the machine forward or backward slightly until a investigate any indication of machine malfunction or position is found where the locking handle will readily faulty seaming. If the machine does not correctly form lock. If the locking handle still does not work,check the the seam, DO NOT continue seaming and contact D.I. hand crimping to be sure it is in the proper form.Once Roof Seamers Technical Support at 1-888-343-0456. the locking handle is locked,check that the forming UN-LOCKING THE MACHINE After the machine is rolls are properly aligned. turned off and has fully stopped,lift up the locking STARTING THE SEAMING PROCESS The basic seaming handle to the open position to un-lock the machine process of starting, running and stopping the"Flip from the seam. Using the lift handle,the machine Flop"machine is the same as described previously in can be lifted from the seam.If the machine must be this guide.Follow the same basic safety tips such as stopped and removed before completing the seam, use of tether lines, stopping the machine near the eave use a felt marker to mark the position of the machine's and ridge,unlocking the machine,etc. Note:The 180° front wheel on the panel.The machine can later be Seam will stop just short of the installed end dams repositioned on the mark to complete the seaming. approximately 12".The seam should already be 90° CHECKING THE FINISHED SEAM At the completion hand crimped at the ridge prior to installation of the of each seam,check the full length of the seam for any end dams.The end dams are designed for 90°Seams indications of faulty seaming.The seaming operation only. exerts high pressure bending forces on the seam. (888)393-0335 I www.gulfcoastsupply.com al entanglement into the seaming machine rollers. Insure and in severe cases reduction in roof performance that the cord is seated completely into the machine's specification. You may use D.l:s Panel Clamps to assist power port to prevent a faulty connection and damage you in the installation of you panels. Contact us at to the motor. 1-888-343-0456 or online at www.diroofseamers.com INSURANCE You should provide adequate insurance to order. coverage on the seaming tools while they are in your 900 HAND CRIMPING possession and use.No credit will be issued if you lose Orient the 90 , , _. the machine and you will be fully responsible for any Crimper onto the roof C}0C/iI, and all rental charges plus the retail value of the Roof panel seam as shown. The Seamer and the Seaming Kit including the case. stationary handle must be t ; SEAM TYPES Your project's design and roofin the horizontal position u performance requirements govern which C�� and the operating handle `;;'";'r seam type is required. Different seam types must be rotated up to the 1' :r may be required on specific areas of the open position. When the ,--„,_-,,z,, same roof. In all cases, refer to the erection tool is correctly positioned wao" drawings to determine the required seam type and on the panel, push the location. The 90°Seam requires stationary handle down seaming the roof panel with the 90°Hand solidly against the top of Crimper at the eave, ridge end of the roof panel and at the seam. While holding the endlaps. Then seaming the full length of the roof the stationary handle in the panels with the electric seaming machine. horizontal position,rotate #1'1' The 180°Seam requires that the roof panel be the operating handle down l; j; previously seamcrimped to the horizontal position. 90°Hand Crimper.ed Theor as pointwith mustthe be This will form the seam. I seamed with the 180°Hand Crimper. Then re- CHECKING THE FINISHED SEAM Rotate the operating seaming specific areas of the roof with the electric handle to the open position, remove the tool and check seaming machine. that the seam is correctly formed. If the hand crimper ROOF PERFORMANCE The roof panels must be does not correctly form the seam, DO NOT continue correctly seamed before the roof system can provide its seaming and contact D.I.Roof Seamers Technical designed wind load and weather resistance capability. Support at 1-888-343-0456. This means that an un-seamed or improperly seamed ROOF SEAMER DIRECTION The direction of the roof is subject to wind load failure and/or weather seaming machine will be noted near the power switch resistance failure. D.I.recommends that you"seam or on the motor. Note the seaming direction BEFORE as you go" This means that the roof panels should attempting to use the tool. be seamed as they are installed. This minimizes the MACHINE POSITION ON THE ROOF PANEL With the opportunity for modulation issues and other common locking handle held up in the open position, set the installation problems seaming machine onto the starting end of the roof _•- A•. panel's seam over the hand crimped portion of the s r seam. Roll the seaming machine forward to align the front tooling over the un-seamed portion of the r seam.When the machine is in the correct position on ' the seam,pull the locking handle out to the locked ;. • position. The locking handle should lock with minimal resistance when force is applied. If the locking handle will not readily lock,roll the machine forward or backward slightly until a position is found where the PANEL INSTALLATION -" locking handle will readily lock. If the locking handle Insure proper installation of still does not lock,check the hand crimping to be sure your roof panels according to the panel manufacturer's it is in proper form. Once the locking handle is locked, instruction.Poor installation practices can result in check that the machine's tooling is properly engaged. faulty seaming. Such faulty seaming can result in CLEAN THE SEAMS The roof panel must be thoroughly seaming difficulty and objectionable seam appearance cieaned of abrasive dirt or dust that can cause scuffing (888)393-0335 I www.gulfcoastsupply.com APPENDIX E: DI SEAMERS INSTRUCTION SHEET Gulf Coast is proud to partner with DI Seamers to provide mechanical seamers built specifically for Gulf Coast panels. Please refer to http://gulfcoastsupply.diroofseamers.com/for more information and for the latest instructions.This instruction sheet is accurate as of March of 2018. GENERAL This seaming guide is provided by times while on the roof. The machine may be too heavy Developmental Industries, Inc./D.I. Roof Seamers as to carry up a ladder. Always hoist the machine onto the recommended procedure for seaming of your the roof with proper lifting equipment or with a proper roof system. This guide is intended to be used with sized rope/tether attached securely to the machine. your Installation Guide and your project's erection When starting and finishing the seaming machine at drawings. You are responsible for proper seaming the edges of the roof,the operator and machine must of the roof in accordance with the erection drawings be securely positioned and tethered so the that they and this seaming guide,and in accordance with good can safely lift the machines on and off the seam. When engineering and construction practices. running the machine in the down-slope direction, SEAMING KIT The seaming equipment will normally be the machine will have greater inertia and coasting provided as a seaming kit. The seaming kit will consist distance. When not locked on the seam,the machine of the following:(1)Seaming Kit Shipping/Storage can freely roll on its wheels.Always secure the machine Container-Contains and protects the seaming tools to prevent its rolling or sliding off the roof. At the end during shipment and daily storage.(2) Roof Seamer of use or when the seaming tools are not in use,the -Electric Roof Seamer for forming your roof panel. machine must be stored in the seaming kit container, in The machine is specially equipped and setup for your a safe and dry area. The seaming tools must be cleaned particular roof panel.(3) Shipping Documents-Copies and dried before storinq. of your shipping information and certifications for each ELECTRICAL REQUIREMENTS&SAFETY The seaming piece of equipment in the kit. (4)Seaming Guide-A machine motor requires a minimum electrical power Guide for basic use,operation and troubleshooting. supply of 20 amp @ 120 Volts @ 60 Hz AC. The electrical (5) Hand Crimper(s) -These ARE NOT automatically service and cords to the seaming machine must included when you order your machine because some be of sufficient capacity to provide the full 20 amp builders own their hand crimper(s).(6) Field Repair Kit @ 120 Volts at the seaming machine. If other tools - This kit contains some perishable items that may wear or equipment are being used on the same service, during your use of the machine and the tools to replace the service and cord capacity must be increased them with, if needed.Anything used from this kit must accordingly. Low voltage due to insufficient cord size be replaced with the used part. Failure to do so will or excessive cord length will cause overheating and rpsHit in a charge for the missing items. burnout of the seaming machine's motor. RECEIVING&SHIPPING Upon receipt of the seaming RECOMMENDED EXTENSION CORD SIZE kit,and before signing the shipping receipt,verify that Distance(Ft) 0-50 50-100 100-200 200+ the seaming kit is received in good condition without damage or loss of contents. If there is damage or loss, Wire Gauge 12 10 8 6 immediately file the claim with the shipper and notify Verify the power cords are fitted with the correct plug D.I. Roof Seamers at 1-888-343-0456. Upon completion for safe and secure electrical connection to the seaming of roof seaming,promptly return the seaming kit to machine. Insure that the power cords are properly the D.I.Roof Seamers facility that your equipment was grounded and that the service has a ground fault circuit shipped from. breaker. Insure that the electrical cord is sufficient HANDLING&STORAGE Always provide safe and length to extend the full length of the area to be secure handling of the seaming tools when in use. The seamed without stress on the cord or its connections. machine and other parts can cause severe damage and Insure that the path for the cord is clear and that injury if they fall,the machine should be tethered at all the cord is clear of snagging on the panel edges or (888)393-0335 I www.gulfcoastsupply.com miiimilmw -... . .. r 24GA MEGALOC STRUCTURAL REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a )Site is located in Any Exposure b.) Structure has a mean roof height of 30'or less / c.) Roof is either a gable roof with slope between it\t ..../...:00100. . 0:12 and 12:12.ora hip roof with slope between 000 L.:,, i 0:12 and 6:12 Ilii PP?, d.) Structure is a low rise,regular shaped building. per ,+/' ' ASCE 7-10 e.)Site and structure are free of characteristics which /`:o;r �' would require further analysis(e.g. wind Gable Roof(7°<8 S 45°) Hip Roof(7° <8 S 27°) channeling buffeting. across wind loading, vortex shedding. or instability due to flutter or galloping). 0 Interior Zones ■ End?ones ■ Corner Zones KM1s Zo'1,1V am Zone 4 PxrS lore l;W a'' Z ' S RooE5-Lore3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN D60 PATTERN D48 PATTERN D36 60"CLIP SPACING 180' SEAM, (2) 48"CLIP SPACING, 180° SEAM. (2) 36"CLIP SPACING, 180° SEAM.(2) FASTENERS PER CLIP FASTENERS PER CLIP FASTENERS PER CLIP —'l SEAN _ —•W b6AM --,.°4 SA!L NEGALOC PANEL 24GA GANI ME'OALOC PAN[s. :A A AN N i MEGALOC PANEL 2'IOA IMIN I COVERAGE It MAX) COVERAGE tt MAX) COVERAGE II'w41Anl / NEGALOC CUP 4E.1A:OC CUP MEGA:OC CUP Ci•IC PASCAKE SCREWS J •��M 13,•SO PANCAKE scREWSJ o4'O<TVP ,./I:i e.O PAyCA1se SCREwi J aper TVP PER CUR rve KR CuP T» PER CLAP TVP PATTERN 024 PATTERN 012 24"CLIP SPACING 180 SEAM (2) 12"CLIP SPACING, 180' SEAM (2) FASTENERS PER CLIP FASTENERS PER CLIP l- --«•1°3 bESS" •!3 SEAM MEGALOC PANEL 240A Mess, MEGALOC PANEL:4011 Nell COVERAGE IV;MAX) COVERAGE It NAKI MEGALOC CUP MEGALOC CLD / ol4'OC Ives 5 I OC TSP Gi P l0 PANCAKE SCREWS- i21 e W PANCAKE SCREWS PER CO"TVP P.w'i a •r. LOAD TABLES 24ge(min) VerseLoc on 16ga steel taming(Min) with#10 screws, 18" VA de panel(n*4(NOT APPROVED FOR HVHZ) Wind. 129 130 140 150: 160 170 180 200 Zone 1 D60 060[060 D60 048 048 D48 Zone 2 D60 0.48 048 036 036 Zone 3 (888)393-0335 I www.gulfcoastsupply.com 50 032 ALUMINUM (MIN) MEGALOC REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Any Exposure b.) Structure has a mean roof height of 30'or less / t C.)Roof is either a gable roof with slope between 0:12 and 12:12 ora hip roof with slope between k •; I d,) Sand 6:12 dStructure is a low rise. regular shaped building, per s .� ASCE 7-10 e.)Site and structure are free of characteristics which \.)1 would require further analysis(e.g.wind Gable Roof(7°<0 545') Hip Roof(7° <0 5 27') channeling/buffeting. across wind loading, vortex shedding. or instability due to flutter or galloping) Interior Zones ■ End Zones ■ Corner Zones Roeh-1c.r 1/W s„s-tax 1 Reefs-Zone 1/Ws Its-2fee 3 Qooh-Zar 3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN D24 PATTERN D12+ 24" CLIP SPACING, 180° SEAM, (2) 12" CLIP SPACING, 180 SEAM, (3) FASTENERS PER CLIP FASTENERS PER CLIP MEGALOC PANEL.032 MEGALOC PANEL.032 ALUMINUM(MIN) r—ta0'SEAM ALUMINUM(MIN) –Iso SEAM COVERAGE 22-(MAX) COVERAGE 22-(MAX) STAINLESS STEEL STAINLESS STEEL MEGALOC CLIP MEGALOC CLIP (21114 PANCAKE SCREWS ®24'0C.TYP 31 114 PANCAKE SCREWS ®12'OC,TYP PER CLIP TYP PER CLIP.TYP LOAD TABLES 032 Aluminum(rnin) Mega Loc on 22ga steel deck (nm )with#14 screws(min),18" wide panel (max)(NOA only) Wind: 120 130 140 150 160 170 180 200 Zone 1 D24 D24 D24 D24 D24 D24 D24 D24 Zane2 D24 D24 D24 D24 D24 D24D24 12+ Zone 3 D24 024 D24 D24 D24 b124012 INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS (888)393-0335 I www.gulfcoastsupply.com 24GA (MIN) MEGALOC REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Any Exposure b.)Structure has a mean roof height of 30'or lessmak c.)Roof is either a gable roof with slope between 0:12 and 12:12,ora hip roof with slope between 0:12 and 6:12 r ` d.) Structure is a low rise, regular shaped building, per ASCE 7-10 e )Site and structure are free of characteristics which would require further analysis(e g wind Gable Roof7° <8 S 45° channeling/buffeting. across wind loading. vortex ( ) Hip Roof(7° <85 27`)_ shedding. or instability due to flutter or galloping). Interior Zones ■ End Zones ■ Corner Zones Roan-r0,4:;W°tk-Zone 4 pooh Zone 2 Ws 11-2o+e 5 3cOs ZcM 3 0. 10 percent of least horizontal dimension or 0 4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN D24 PATTERN D12+ 24" CLIP SPACING, 180° SEAM, (2) 12" CLIP SPACING, 180° SEAM, (3) FASTENERS PER CLIP FASTENERS PER CLIP :s0 SEAM ,to SE='., MEGALOC PANEL 24GA ii. N) ` 1.IEGA.00 PANEL .7.43A'MIN, COVERAGE SEE LOAD TABLE • CO`:ERAGE SEE LOAD TABLE • MEGALOC CUP MEGALOC C, 8l 21'OC 12'OC Tti P 2)PANCAKE SCREWS ,31 PANCAKE SCREWS- PER CUP TYP PER CUP TYP ISEE LOAD TABLE FOR (SEE LOAD TABLE FOR FASTENER SIZE( FASTENER SIZEi LOAD TABLES 24ga(min) MegaLoc on 15/32"plywood(mit)with 24ga(min) MegaLoc on 22ga steel deck(min) 810 screws. 18"wide panel(max)(NOT with 814 screws.22"wide panel(max)(NOA APPROVED FOR HVHZ) only) Wind:; 120 130 140 150 160 170 180 200 Wind. 120 130 140 150 160 170 180 200 Zone 11 D24 D24 0241 D24 D24 D24 D24 012 , Zone 1 D24 D24 024 024 D24 D24 D24 D24 Zone 2j D24 D24 024:024 D12 012 072 Zone 2 D24 D24 024 D24 D24 D24 D24 b12+ Zone 3 j D24 D12 D12I D12 Zone 3 D24 D24 024 024 D12 1240124012+ INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS. CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS. (888)393-0335 I www.gulfcoastsupply.com m 160Z PURE COPPER (MIN) VERSALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Any Exposure b.) Structure has a mean roof height of 30'or less c )Roof is either a gable roof with slope between �� a 0:12 and 12:12,ora hip roof with slope between Z •P to- „ 0:12 and 6:12 �i k d.) Structure is a low rise,regular shaped building, per ASCE 7-10 , e.)Site and structure are free of characteristics which would require further analysis(e.g wind Gable Roo!(T° 8 5 45°) Hip Roof(7' <tl_<27 ) channeling buffeting, across wind loading vortex shedding. or instability due to flutter or galloping), ❑ Interior Zones End Zones U Corner Zones 44444 Zone i I Wansiav 4 4oey Zeno 2/3.4444444.4 5 aoois Zen! 0: 10 percent of least horizontal dimension or 0.4h,whichever Is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9m), FASTENER PATTERNS PATTERN D16 PATTERN D8 16" CLIP SPACING. 180' SEAM. (2) 8" CLIP SPACING. 180' SEAM. (2) FASTENERS PER CLIP FASTENERS PER CLIP VERSALOC PANEL, 160Z VERSALOC PANEL. 1602 PURE COPPER(MIN) 180 SEAM PURE COPPER(MW) 180 SEAM COVERAGE 18" MAX) COVERAGE 16'(MAXI .r VERSALOC CLIP � VERSALOC CLIP C 16-OC TYP ,B C 8"OC.TYP (2)rt0 PANCAKE (21410 PANCAKE SCREWS PER CLIP SCREWS PER CLIP TYP TYP LOAD TABLES 16oz pure copper(min)VersaLoc on 15/32" plywood(nm ) with S10 screws, 16"wide panel (max)(NOA only) Wind 120 1301 1401150 160. 170 180 200 Zone 1 D16 D1610161016 0161016 D16 D16 Zone 2ID16 D16 D1611016 D16 D8 D8 D8 Zone 3 016 D16 D8 D8 D8 D8 i D8 INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS. (888)393-0335 I www.gulfcoastsupply.com 032 ALUMINUM (MIN) VERSALOC REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Any Exposure .410,0 b.)Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between 0:12 and 12:12,ora hip roof with slope between s 0:12 and 6:12 „co ;- v d.)Structure is a low rise,regular shaped building, per ASCE 7-10 .. e.)Site and structure are free of characteristics which • ' would require further analysis ie g wind Gable Roof(7' <8<_45') Hip Roof(7' N=27') channeling/buffeting, across wind loading, vortex shedding, or instability due to flutter or galloping) 0 Interior Zones U End Zones ■ Corner Zones Root-Zo.e:'.5.113.2[,'•4 Rook-Zone 21W all*-Zer,*5 Roots-Lore 3 0; 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9m) FASTENER PATTERNS PATTERN S16-S PATTERN D8 16” CLIP SPACING, 90' SEAM, (2) 8" CLIP SPACING. 180' SEAM, (2) FASTENERS PER CLIP FASTENERS PER CLIP 90'SEAM VERSALOC PANEL 032— - WIEN CHEYCAULK ALUuINUM(YN) (DO NOT ALLOW CAULK 10 VIRSAL OC PANE L.032 _ ro I Ar LUAT COVERAGE 70'(MAx1 SET BEFORESEAMNGI NUM(MN)� COVERR AGGEE20'(MAX) VERSALOC CLIP I -—VERSALOCCLIP Q la-OC TYP f�r OC,TYP 121110 PANCAKE (2)s TO PANCAKE SCREWS PER Cl IP SCREWS PER CLIP TYP T YP LOAD TABLES 032 Aluminum(inn)VersaLoc on 15/32"plywood (min)with m0 screws(min),20"wide panel (max)(NOA only) Wind_ 120 130 140' 150 160 170' 180 200 Zone 1 S16e.S16sS16eS16s(S16s,S16s1S16s 616s Zone 2 S16eS160165S16016s616016s D8 Zone 3 S16e.S16sS16sS16sS16s D8 D8' INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS. (888)393-03351 www.gulfcoastsupply,com .,. '.ate ; t 24GA (MIN) VERSALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Any Exposure y.--: / b.)Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between 0:12 and 12:12.ora hip roof with slope between �` y j ...4. spo .. . 0:12and 6:12 sai d )Structure is a low rise regular shaped building, per ASCE 7-10k�' e.)Site and structure are free of characteristics which mil '� would require further analysis(e g wind Gable Roof(T<8 5 45°) Hip Roof(7° <11527°) channeling/buffeting, across wind loading, vortex shedding, or instability due to flutter or galloping) 1i Interior Zones . End Zones ■ Corner Zones kook zam 1/WCIkZOnt4 5oo41.Z.Snt 11 W.NFZOnt S noo's-ZaneS a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN D24 PATTERN D8 24" CLIP SPACING, 180° SEAM. (2) 8" CLIP SPACING, 180` SEAM. (2) FASTENERS PER CLIP FASTENERS PER CLIP �---'BC St a'. VERSALOC PANEL 24GA MINI VERSALOC PANEL 24GAiMWI COVERAGE SEE LOAD TABLE COVERAGE SEE LOAD TABLE VERSALOC CUP it 24'OC TYP VERSALOC C. 12)RtO PANCAKE •e.oc-., SCREWS PER CLIP (21110 PANCAKE TYP SCREWS PER CLIP 'Y P PATTERN D6 PATTERN S16 6" CLIP SPACING, 180` SEAM, (2) 16" CLIP SPACING, 90- SEAM. (2) FASTENERS PER CLIP FASTENERS PER CLIP <<1e0 s E 1 -90 SEAM VERSALOC PANEL 24GA MIN) vERSALOC PANEL 24GA04INI COVERAGE SEE LOAD TABLE COVERAGE SEE LOAD TABLE VERSALOC CUP VERSALOC CLP / a 6-OC TYP / •141'OC,TYP 12)$10 PANCAKE J (2)$10 PANCAKE) SCREWS PER CLIP, SCREWS PER CLIP. TYP TYP LOAD TABLES 24ga(min)VersaLoc On 15/32"plywood(rrin) 24ga(min) VersaLoc on 15,37'piywood(min) with#10 screws. 20"wide panel(max)(NOA with#12 screws. 16"wade panel(max) only) Wind: 120 130 140 l 1501 160 170 180 200 .'.irc 120_130 140 15C 160 170 180 200 Zone t D241 D24 D24 D24D24,D24 06 06 Zcre 1,S16 S16 S16 St6 S16 S16 S16 S16 Zone 2�D24 024_D24 D6 D6 06 06 06 Zone 2 S16 S16 S16 S16 S16 S16 8a Zone 3 06 D6 06 06 06 Zone 3`S16 S16 S16 86-- $8 INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS (888)393-0335 I www.gulfcoastsupply.com m 032 ALUMINUM (MIN) GULFSEAM REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Any Exposure • 1/4 b.)Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between : . 0:12 and 12:12.ora hip roof with slope between ) 0:12 and 6:12 d.)Structure is a low rise, regular shaped building, per ASCE 7-10 e.)Site and structure are free of characteristics which Gable Roof <8 S 45' U would require further analysis(e.g.wind ) Hip Roof(7 <N 5 27 1 channelingibuffeting, across wind loading, vortex shedding. or instability due to flutter or galloping). ci Interior Zones . End Zones Corner Zones Roofs-2cee1,Ws'ss-2oxa Rears-Zoe I;Wsg2o!eS Ruurs Sar3 a. 10 percent of least horizontal dimension or 0,4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 ml, FASTENER PATTERNS PATTERN A18 PATTERN A6 18" CLIP SPACING, (2) FASTENERS PER CLIP 6" CLIP SPACING, (2) FASTENERS PER CLIP 16 OR 18" COVERAGE (-- 16 OR 18" COVERAGE —1 c.J slititl Simi cis /J foam IKA* ��OC IVB 04%11 011 MINIM Pt II l• X 1/11100A1 Mw, I,, LOAD TABLES 032 Aluminum(min)OuifSeem on 15!32"plywood (min)with#10 screw(min), 18"wine panel(max) OT --PR•VEO FOR HVHZ Wind: 120 130 140 150 160 170' 180 200 Zone 1 A18 A18 A18 awn A18 M8 Zone 2 A 18 CMEMEnan Zone 3 A18 M8 032 Aluminum(min) GulfSeem on 15/32"plywood (nein)with#10 screw(min). 16"wide panel(max) (NOT APPROVED FOR HVHZ1 Wind: 120 130 140 150 160 170 180 200 Zone 1 A18 A18 A18 A18 A18 A18 A18 A18 Zone 2 A18 A18 A18 A18 A18 1A6 A6 A6 Zone 3,A18 A18 A6( AS A6 A6 (888)393-0335 I www.gulfcoastsupply.com 4: Vii_, N , 24GA (MIN) GULFSEAM REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Any Exposure � b.)Structure has a mean roof height of 30'or less ,f,,, c.)Roof is either a gable roof with slope between 0:12 and 12:12-ora hip roof with slope between t' , ,,.., spo 0:12 and 6:12 d1 .%' '14 ,)Structure is a low rise,regular shaped building, per 'C ASCE 7-10 „ .ri. �. e )Site and structure are free of characteristics which '� ' would require further analysis(e.g wind Gable Roof(7'<0 S 45') Hip Roof(74 <0 S 27°) channeling buffeting. across wind loading, vortex shedding. or instability due to flutter or galloping). ❑ Interior Zones . End Zones ■ Corner Zones Roofs-Zane 11 W 4 Ils-Irne 4 ROMs-Zone I JMfs/1ZOM S ROOlif Zov.3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN A24 PATTERN A18 24" CLIP SPACING, (2) FASTENERS PER CLIP 18" CLIP SPACING, (2)FASTENERS PER CLIP 16 OR 18" COVERAGE .. 16 OR 18"COVERAGE rv.raw.: ~�_- # ..I.. asast e .r�I i df.*NAOMI A••-0 !Wilt NO. N.M...O. Waive fir Cis til •w, .n PATTERN Al2 16" CLIP SPACING, (2) FASTENERS PER CLIP r--- 16 OR 18"COVERAGE-- —( LOAD TABLES '1111."'"" a.n+1111.0/" 24ga(min) GulfSeam on 15,132"plywood(min) dr ocin. c OW*NI .rt *MC 1.4A *MON 041 CAM MK, with#10 screw(mn), 18"wide panel(max) (NOT w! APPROVED FOR HVHZ) Wine 120 130i 1401 150 160 170 180 230 Zone 1 A24 A24 A24A24 A24 A24 A24 Al2' Zone 21A24 A24 A:1 A24 Al2 Al2 Al2 Zone 31 A24 A 12 I A 12 A 12 24ga(min)GuifSeem on 1x4's on 15132"plywood 24ga(min) GuifSeem on 1x4's on 15,132"plywood (min)with*'10 screw(mein). 16"wide panel(mem) (min)with#10 screw(min). 18"wide panel(max) (NOT APPROVED FOR HVHZ) (NOT APPROVED FOR HVHZ) Wind. 120 130 140 150 160 170 180 200 wino 120 130 140 150 160 170 180 1 200 Zone 1 A18 Ale Ale A18 A18 A18 A18 A18 Zo-e 1 A24 A24 A24 A24 A241A24 A21 A24 Zone 2 A18 A18 A18 A18 8 A18 Zone 2 A24 A24 A24;A24 A24 A24 A 4 Al2 Zone 3 A18 A18 A18 Zone 3 A24;A24 A241 A24 Al2 Al2 lA 12 A1 (888)393-0335 I www.gulfcoastsupply.com m yr:; a ,fA° "y,r .r 032 ALUMINUM GULFLOK REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a )Site is located in Any Exposure / b. b.) Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between i \ 41111.. 0:12 and 12:12,ora hip roof with slope between r 0:12 and 6:12 1111Y' rise Structure is a low se regular shaped building, per 111,1". ASCE 7-10 -" I>"" e.)Site and structure are free of characteristics which would require further analysis(e.g. wind Gable Roof(7°<8 5 45°) Hip Roof(7° <8 5 27') channelinglbuffeting, across wind loading, vortex shedding. or instability due to flutter or galloping). E Interior Zones III End Zones II Corner Zones Roots-tore:l Nottsgmt 4 Roofs•innt 3/84°'5-tax, 00,7•1 zone 3 O. 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN A PATTERN B FASTENER EVERY HOLE (6" OC NOMINAL) FASTENER EVERY HOLE (6" OC NOMINAL) WITH TITEBOND IN SEAM r---- 16" COVERAGE ---I -- 16" COVERAGE ....._e_ TA- .., 71 --e...._•,.STAMM f.$ I - ►APKAIII l0°Mwfl nuitsaf IAINM ND rinrs °°/Ms' °°' •*o11.4.rr,V. lute,8400 Mar wfe,Mat LOAD TABLES 032 Aluminum(min)Gulft.ok on 15132"plywood (min)with a10 screw(min) (NOT APPROVED FOR HVHZ) wind_1201 130. 130 150 1160• 170 1.80 `CG Zone 1! A A A A . A A B_ B Zone A A B B A . B 8 8 Zc ne 3! B 1 B __ 8 8 B (888)393-0335 I www.gulfcoastsupply.com m r< 26GA (MIN) GULFLOK ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a Ste is located it Any Exposure w: b ) Structure has a mean roof height of 30'or less c )Roof is either a gable roof with slope between s 0:12 and 12:12.ora hip roof with slope between 0:12 and 6:12 ti d.)Structure is a low rise,regular shaped build+ng. per ASCE 7-10 \ , e )Site and structure are free of characteristics which Gable Roof(7' <0 5 45.) Hip Roof(7 H 5 270 ) would require further analysis(e g wind channeling/buffeting, across wind loading. vortex Interior Zones End Zones Comer Zones shedding or ,nstability due to flutter or galloping). ROCAS.ZJ,e:;w.�YZTe. aoor..zo..7,w.is.zare5 aoorszaes a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). PATTERN A PATTERN B FASTENER EVERY HOLE (6" OC NOMINAL) FASTENER EVERY HOLE (6" OC NOMINAL) WITH TITEBOND IN SEAM 16"COVERAGE - - 16" COVERAGE .90 Thi Pswoll 1«w PATTERN C FASTENER EVERY HOLE (6" OC NOMINAL) WITH 2' CLIP 16" COVERAGE ---i TWA LOAD TABLES 26ga In n)GuifLok on 15132"plywood(min)with tt10 screw(nm) Wind 120 '30 140 150 160 170 180 200 Zone 1. A . A A A A A A B Zane_ A A I B B B B B Zone3 B B B B B . C C INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE FBC AND THE HVHZ SECTION OF THIS MANUAL (888)393-0335 I www.gulfcoastsupply.com APPENDIX D: LOAD TABLES FOR EXPOSURE D 24GA (MIN) GULFLOK ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Any Exposure ,i4010,101 ab. /� b.)Structure has a mean roof height of 30'or less // ii " c.)Roof is either a gable roof with slope between 0:12 and 12:12.ora hip roof with slope betweenIlk ,., ' ` pi.._. ,, 0:12 and 6:12 ' y} ,, d.)Structure is a low rise. regular shaped budding. per ASCE7-10 ' - ` - r. ` Hip Roof(T �:0<27') e.)Site and structure are free of characteristics which Gable Roof(73<6 S 45') would require further analysis(e.g. wind ( channelingibuffeting, across wind loading, vortex Interior Zones End Zones Comer Zones shedding. or instability due to flutter or galloping), E1 §a .zu r; N,,rzarts a>o -Zone2,w.'bior<, eoo,zane3 a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). PATTERN A PATTERN E FASTENER EVERY HOLE (6" OC NOMINAL) FASTENER EVERY OTHER HOLE (12" OC NOMINAL) h -16' COVERAGE t ---16" COVERAGE - I —",� T if .,...N..., 4. �� 7 iti011•AM/t - 'wows f1M/ tOi 1/IfL }WA YMi IH4V VM111 IMO HIM Yw/ PATTERN B PATTERN C FASTENER EVERY HOLE (6" OC NOMINAL) FASTENER EVERY HOLE (6" OC NOMINAL) WITH TITEBOND IN SEAM WITH 2' CLIP 16" COVERAGE- I 16" COVERAGE - I :,.oarw,MMED :OA COP t.r yi____ r» rwlcrl —wl 1naa�11[t VF .. __..,-` CAM,NOtrmItINIR f lM�Mwl tvtIl g101 rt. �'� ,.MMNtc tYMiMM[ LOAD TABLES 24ga(mon) GuffLok on 15/32" plywood(run)with #10 screw(rain)(NOT APPROVED FOR HVHZ) I Wind: 120 130, 1401_150 160. 170. 120 _X Zone 1 E E E E E _ EE E E Zone 2 E E EEE A ' A A Zone 3, E E A18 [ 8 l C._I._C_ (888)393-0335 I www.gulfcoastsupply.com 40 FBC 1518.2 Underlayments Underlayment shall be as defined in Section 1513.Underlayment shall be installed in compliance with the roofing component product approval and shall be in compliance with the following minimum requirements. FBC 1518.2.1 Underlayment shall be attached to a nailable deck in a grid pattern of 12 inches(305 mm) between the overlaps, with 6-inch (152 mm)spacing at the overlaps. FBC 1518.2.2 Where the architectural appearance of the underside is to be preserved,the underlayment shall be secured in accordance with Section 1519.5.2. FBC 1518.2.3 Tin caps and nails or cap nails shall be as defined in Section 1517.5.2. FBC 1518.2.4 Underlayment nails shall be as defined in Section 1517.5.1. FBC 1518.3 If the underlayment is a self-adhering membrane,the membrane shall be applied over a mechanically attached anchor sheet,attached in compliance with Section 1518.2.1. FBC 1518.4 All underlayment applications for prepared roof coverings shall be applied in compliance with the manufacturer roofing assembly product approval,and shall be not less than one of the following:(1)A double layer of an ASTM D 226 Type I,with a 19-inch(483 mm) headlap;or(2)A single layer of an ASTM D 226,Type II with a 4-inch (102 mm) headlap;or(3)A single layer of an ASTM D 2626 coated base sheet with a 4-inch (102 mm) headlap,and (4) All endlaps shall be a minimum of 6 inches(152 mm). FBC 1518.9 Metal Panels/Shingles FBC 1518.9.2 The entire application method of all metal panel/shingle systems shall be detailed in the product approval and RAS 133,as applicable. FBC 1518.9.4 Metal panel/shingle systems shall not extend more than 1 inch (25 mm) beyond the roof eave. FBC 1518.9.5 All intersections shall be flashed in metal as provided in Section 1517.6, RAS 111 and the roof assembly product approval. (888)393-0335 I www.gulfcoastsupply.com 111 FBC 1517.5 Fasteners FBC 1517.5.1 Nails shall be minimum 12 gage,annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch (9.5 mm) in diameter;and lengths sufficient to penetrate through the thickness of plywood panel or wood plank decking not less than 3/16 inch (4.8 mm),or to penetrate into a 1 inch(25 mm)or greater thickness of lumber not less than 1 inch (25 mm).Nails or wood screws shall be hot dipped electro-or mechanically galvanized to a thickness sufficient to resist corrosion in compliance with TAS 114,Appendix E,Section 2(ASTM G 85).All nails shall be listed by a certification agency.All nail cartons or carton labels shall be labeled to note compliance with the corrosion-resistance requirements.No roofing material shall be fully or partially adhered directly to a nailable deck,unless otherwise noted in the roof assembly product approval. FBC 1517.5.2 Such fasteners shall be applied through"tin caps"no less than 15/8 inches(41 mm)and not more than 2 inches (51 mm) in diameter and of not less than 32 gage(0.010 inch) sheet metal."Cap nails"or prefabricated fasteners with integral heads complying with this section shall be an acceptable substitute.All"tin caps;"'cap nails"or prefabricated fasteners with integral heads shall be tested for corrosion resistance in compliance with TAS 114, Appendix E,Section 2(ASTM G 85),and shall be product control listed.All cartons or carton labels of"tin caps," "cap nails"or prefabricated fasteners with integral heads shall be labeled to note compliance with the corrosion- resistance requirements. FBC 1517.6 Metal Roofing Accessories All metal accessories for roofs shall be not less than 26 gage G-90 galvanized or stainless steel, 16 ounce copper, 0.025-inch (0.6 mm)thick aluminum, lead sheet with a minimum 2.5 pounds per square foot(12.2 kg/m2)or equivalent noncorrosive metal alloys or composite materials manufactured for use as roof termination.All composite and nonmetallic flashing materials shall have a product approval. FBC 1517.6.1 Metal accessories may be of a manufactured,shop-fabricated or field-fabricated type,providing the materials and fasteners are in compliance with the minimum requirements of this code and shall be sized,designed and installed in compliance with methods set forth in RAS 111. FBC 1517.6.2 Gravel stop or drip edge profiles shall be as follows. FBC 1517.6.2.1 The vertical face shall be a minimum of 11/2 inches(38 mm)and shall extend down not less than 1/2 inch (12.7 mm) below the sheathing or other member immediately contiguous thereto.In all cases,the deck flange shall be not less than 2 inches(51 mm) in width.Gravel stop or drip edge shall be sized,designed and installed in compliance with RAS 111. FBC 1517.6.2.2 Gravel stop or drip edge shall be designed so that the bottom(the kick of the metal)of the drip edge shall have a minimum of 1/2-inch (12.7 mm)clearance from the structure. (888)393-0335(www.gulfcoastsupply.com m FBC 1514.2.1 Locations. Where flashing is of metal,the metal shall conform with the provisions of RAS 111. 1514.2.3 Metal Flashings and Terminations Metal flashing and terminations shall be of the material and thickness described in Section 1517.6 and RAS 111 of this code,and shall be designed and installed in accordance with RAS 111. FBC 1514.2.4 Metal Counterflashing Metal counterflashing shall be of the material and thickness described in Section 1517.6 and RAS 111 of this code, and shall be installed in accordance with RAS 111. FBC 1514.2.4.1 Metal counterflashing shall be built into walls,set in reglets or applied as stucco type and shall be turned down over base flashing not less than 3 inches(76 mm). FBC 1514.2.4.2 Metal counterflashing shall be side lapped a minimum of 4 inches(102 mm). FBC 1514.2.4.3 Metal counterflashing,where set in reglets or surface-mounted,shall be waterproofed,in accordance with applicable application standards. FBC 1514.2.4.4 Where metal counterflashing is used as the means of sealing (such as a vented system) it shall be set in an approved sealant, sealed with an approved adhesive on the top flange and all joints shall be sealed with an approved sealant and lapped a minimum of 4 inches(102 mm). FBC 1514.2.5 Roof Penetration Flashing FBC 1514.2.5.1 System Type Slope All pipes shall be flashed with approved lead sleeve-type, pitch pans or other approved methods detailed in the roofing system Fibrous Cement Shingles 4:12 assembly product approval.Lead flashing shall not be less than 2.5 Metal Panels pounds per square foot(12.2 kg/m2). Flanges shall be a minimum of 4 inches(102 mm). Architectural 2:12 Metal Shingles 4:12 FBC 1514.2.5.2 Mortar or Adhesive Tile 2:12 Other roof penetrations shall be suitably flashed with curbs,collars, pitch pans,in compliance with RAS 111 or an approved method, in Mechanically Fastened Tile 4:12 compliance with the roofing system assembly product approval. Asphalt Shingles Laminated 2:12 FBC 1514.2.5.3 No roof penetration shall be located in roof valleys. 3-Tab 2:12 Quarry Slate 3 1/2:12 FBC 1515.2.2 Minimum Slope Wood All roofing assemblies must be installed in compliance with the slope requirements specified in the product control approval,in Shakes 4:12 compliance with Table 1515.2. Shingles 3 1/2:12 FBC 1515.2.5 Ridge Vents Ridge vents shall have a product approval,and shall be tested for wind driven rain in accordance with TAS 110 and Section 1523. (888)393-0335 I www.gulfcoastsupply.com 111 APPENDIX C: HIGH VELOCITY HURRICANE ZONE EXCERPTS FROM THE FLORIDA BUILDING CODE The following excerpts are from the 2017 Florida Building Code(FBC),which is publically available here: https://codes.iccsafe.org/public/collections/FL. These excerpts are provided as a courtesy reference only;always consult the local building department and a complete copy of the applicable building codes. Key Requirements: • Underlayment shall be installed,and shall have an approved HVHZ product approval or Miami-Dade Notice of Acceptance(NOA).(Per requirements of TAS 100 testing.) • Roof deck shall meet the requirements of PS1, PS2,or ANSI/APA PRP 210.(FBC 2303.1.4) • Maximum on center fastener spacing perpendicular to rib shall be 12"in the field and 8"at the ends of a panel. Maximum on center fastener spacing parallel to rib shall be 12"These spacing supersede the values listed in the load tables.(FBC 2222.4.2,2222.5.1) • Fastening shall be sufficient to provide resistance for lateral movement as required by rational analysis.Note that in most cases the roofing deck should be designed to provide all necessary lateral resistance;diaphragm design is excluded from Gulf Coast product approvals. • Edge metal and flashing shall be installed in accordance with RAS 111.(FBC 1514.4.2) • Minimum slope:2:12.(FBC 1515.2.2) FBC 2222.4.2 Structural Sheets Positive attachment of sheets shall be provided to resist uplift forces.Attachment shall be as set forth in Section 2222.3.1 and as required by rational analysis,and/or tests, but not less frequently than the following maximum spacing: 1. One fastener shall be placed near the corner of each sheet or at overlapping corners of sheets. 2. Along each supporting member,the spacing of fasteners shall not exceed 8-inches(203 mm)on centers at ends of sheets or 12-inches(305 mm)on center. 3. The spacing of edge fasteners between panels,and between panels and supporting members, parallel to the direction of span,where continuous interlock is not otherwise provided shall be not more than 12-inches(305 mm)on center. 4. Fastening shall be by bolting,welding,or other approved fastening device that provides a resistance to lateral movement as required by rational analysis or by test, but not less than 400 pounds per lineal foot(5838 N/m). FBC 1514.2 Flashings All roof flashing and terminations shall be designed and installed to resist the windload requirements of Chapter 16(High-Velocity Hurricane Zone)of this code,and shall be in compliance with the provisions set forth in RAS 111. (888)393-0335 I www.guifcoastsupply.com 2. The minimum slope for lapped,nonsoldered seam metal roofs with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4-percent slope). Lap sealants shall be applied in accordance with the approved manufacturer's installation instructions. 3. The minimum slope for standing seam of roof systems shall be one-quarter unit vertical in 12 units horizontal (2-percent slope). FBC 1507.4.4 Attachment. Metal roof panels shall be secured to the supports in accordance with the approved manufacturer's fasteners. In the absence of manufacturer recommendations,the following fasteners shall be used: SECTION 1511 EXISTING ROOFING FBC 1511.3 Recovering versus replacement. New roof coverings shall not be installed without first removing all existing layers of roof coverings down to the roof deck where any of the following conditions occur: 1. Where the existing roof or roof covering is water soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for additional roofing. 2. Where the existing roof covering is wood shake,slate,clay,cement or asbestos-cement tile. 3. Where the existing roof has two or more applications of any type of roof covering. 4. When blisters exist in any roofing, unless blisters are cut or scraped open and remaining Materials secured down before applying additional roofing. 5. Where the existing roof is to be used for attachment for a new roof system and compliance with the securement provisions of Section 1504.1 cannot be met. Exceptions: 1. Complete and separate roofing systems,such as standing-seam metal roof systems,that are designed to transmit the roof loads directly to the building's structural system and that do not rely on existing roofs and roof coverings for support,shall not require the removal of existing roof coverings. 2. Reserved. 3. The application of a new protective coating over an existing spray polyurethane foam roofing system shall be permitted without tear-off of existing roof coverings. 4. Where the existing roof assembly includes an ice barrier membrane that is adhered to the roof deck,the existing ice barrier membrane shall be permitted to remain in place and covered with an additional layer of ice barrier membrane in accordance with Section 1507. (888)393-0335 I www.gulfcoastsupply.com classification indicated in Table 1507.1.1.Underlayment shall be applied and attached in accordance with Table 1507.1.1. Exception:A reinforced synthetic underlayment that is approved as an alternative to underlayment complying with ASTM D226 Type II and having a minimum tear strength per ASTM D1970 or ASTM D4533 of 20 pounds(9.1 kg)shall be permitted.This underlayment shall be installed and attached in accordance with the underlayment attachment methods of Table 1507.1.1 for the applicable roof covering and slope,except metal cap nails shall be required where the ultimate design wind speed, VL,u,equals or exceeds 150 mph. Table 1507.1.1 Underlayment Table Roof Covering Roof Slope 2:12 and Less Underlayment Roof Slope 4:12 and Underlayment Section Than 4:12 Underlayment Attachmenta Greater Underlayment Attachmenta ASTM 0226 Type I or II ASTM D4869 Type II, Ill or IV ASTM D226 Type II Metal roof 1 ASTM D4869 Type IV 2 panels ASTM D6757 ASTM D6757 1507.4 ASTM D1970 3 ASTM D1970 3 a Underlayment Attachment 1. Roof slopes from two units vertical in 12 units horizontal(17-percent slope),and less than four units vertical in 12 units horizontal (33-percent slope).Apply a 19-inch(483 mm)strip of underlayment felt parallel to and starting at the eaves,fastened sufficiently to hold in place.Starting at the eave,apply 36-inchwide(914 mm)sheets of underlayment,overlapping successive sheets 19 inches(483 mm),end laps shall be 6 inches and shall be offset by 6 feet.The underlayment shall be attached to a nailable deck with corrosion- resistant fasteners with one row centered in the field of the sheet with a maximum fastener spacing of 12 inches(305 mm)o.c.,and one row at the end and side laps fastened 6 inches(152 mm)o.c.Underlayment shall be attached using metal or plastic cap nails with a nominal cap diameter of not less than 1 inch.Metal caps shall have a thickness of not less than 32-gage sheet metal.Power-driven metal caps shall have a minimum thickness of 0.010 inch.Minimum thickness of the outside edge of plastic caps shall be 0.035 inch. The cap nail shank shall be not less than 0.083 inch for ring shank cap nails and 0.091 inch for smooth shank cap nails.Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4inch into the roof sheathing. 2. Roof slopes of four units vertical in 12 units horizontal(33-percent slope)or greater.Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 4 inches(51 mm),end laps shall be 6 inches and shall be offset by 6 feet.The underlayment shall be attached to a nailable deck with two staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches(305 mm)o.c.,and one row at the end and side laps fastened 6 inches(152 mm)o.c.Underlayment shall be attached using metal or plastic cap nails with a nominal cap diameter of not less than 1 inch.Metal caps shall have a thickness of not less than 32-gage sheet metal.Power-driven metal caps shall have a minimum thickness of 0.010 inch.Minimum thickness of the outside edge of plastic caps shall be 0.035 inch.The cap nail shank shall be not less than 0.083 inch for ring shank cap nails and 0.091 inch for smooth shank cap nails.Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than 3/4 inch into the roof sheathing. 3. Roof slopes from two units vertical in 12 units horizontal(17-percent slope),and greater.The entire roof deck shall be covered with an approved self-adhering polymer modified bitumen underlayment complying with ASTM D1970 installed in accordance with both the underlayment manufacturer's and roof covering manufacturer's installation instructions for the deck material,roof ventilation configuration and climate exposure for the roof covering to be installed. Exception:A minimum 4-inch-wide(102 mm)strip of self-adhering polymer-modified bitumen membrane complying with ASTM D1970,installed in accordance with the manufacturer's instructions for the deck material,shall be applied over all joints in the roof decking.An approved underlayment in accordance with Table 1507.1.1 for the applicable roof covering shall be applied over the entire roof over the 4-inch-wide(102 mm)membrane strips. FBC 1507.4.2 Deck Slope Minimum slopes for metal roof panels shall comply with the following: 1. The minimum slope for lapped, nonsoldered seam metal roofs without applied lap sealant shall be three units vertical in 12 units horizontal (25-percent slope). (888)393-0335 I www.gulfcoastsupply.com Appendix B: Building Code Excerpts The following excerpts are from the 2017 Florida Building Code(FBC),which is publically available here: https://codes.iccsafe.org/public/collections/FL.The FBC is based on the International Building Code(IBC), and the section numbering is identical in most cases.Typically the FBC is more restrictive,so the excerpts below are from the FBC.Building codes for other states are available here:https://codes.iccsafe.org/public/. These excerpts are provided as a courtesy reference only;always consult the local building department and a complete copy of the applicable building codes. FBC 2303.1.5 Wood Structural Panels Wood structural panels,when used structurally(including those used for siding, roof and wall sheathing, subflooring,diaphragms and built-up members),shall conform to the requirements for their type in DOC PS 1, DOC PS 2 or ANSI/APA PRP 210.Each panel or member shall be identified for grade,bond classification,and Performance Category by the trademarks of an approved testing and grading agency. FBC 1503.2.1 Flashing Locations Material Minimum Gage Weight Thickness (lbs per sq ft) Flashing shall be installed at wall and roof (Inches) intersections,at gutters,wherever there Copper 1 (16 oz) is a change in roof slope or direction and around roof openings.Where flashing is of Aluminum 0.024 metal,the metal shall be corrosion resistant Stainless Steel 28 with a thickness of not less than that provided in Table 1503.2. Galvanized Steel 0.0179 26(zinc Exception:This requirement does not apply to coated G90) hip and ridge junctions. Aluminum Zinc 0.0179 26(AZ50 Coated Steel Alum Zinc) FBC 1503.6 Crickets and Saddles Zinc Alloy 0.027 A cricket or saddle shall be installed on the Lead 2.5 (40 oz) ridge side of any chimney or penetration Painted Terne 1.25 (20 oz) greater than 30 inches(762 mm)wide as measured perpendicular to the slope. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. FBC 1506.2.1 Compatibility of Materials Roofs and roof coverings shall be of materials that are compatible with each other and with the building or structure to which the materials are applied. FBC 1507.1.1 Underlayment Unless otherwise noted, underlayment for asphalt shingles,metal roof panels, metal roof shingles, mineral surfaced roll roofing,slate shingles,wood shingles,and wood shakes shall conform to the applicable standards listed in this chapter. Underlayment materials required to comply with ASTM D226,D1970,D4869 and D6757 shall bear a label indicating compliance to the standard designation and,if applicable,type (888)393-0335 I www.gulfcoastsupply.com Appendix A: Reserved (888)393-0335 I www.gulfcoastsupply.com 24GA MEGALOC STRUCTURAL ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES .--- a.1 Site is located n Exposure B / ilkb.)Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between 1.5:12 and 12:12,ora hip roof with slope between 1.5:12 and 6:12A • ' ..... d.) Structure is a low rise, regular shaped bu.ldmg. per ASCE 7-10 X,r e I Site and structure are free of characteristics which Gable ROOF(7°<0 5 45°) Hip Roof(7° <8 5 27°) would require further analysis(e.gwind channeling/buffeting, across wind loading, vortex shedding, or instability due to flutter or galloping). El Interior Zones II End Zones ■ Corner Zones *Wilms it walialsne 4 roots•Zore3/we4ZOMS 43or3•21one3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN D60 PATTERN 048 PATTERN D36 60"CLIP SPACING 180' SEAM (2) 48"CLIP SPACING 180 SEAM (2) 36"CLIP SPACING 180 SEAM (2i FASTENERS PER CLIP FASTENERS PER CLIP FASTENERS PER CLIP _.t SE All ----IraWm •e:: 5c A,., McGALCC Pants.NC64 MP+ uEGALCC PANG: :4;'...A V Yi MtOALOC PANEL.240A tUrc 11 COYenAOe 1...r1 COVERAGE rr,MAA! COYFRAOE 1e twirl GALOC CUP MEGALOC CtV MEGAioC C LP .or acTVP / •Lr'OCTYP / eWOCTyr 2)rr10MACAO ,1,etpPANCAKE*Maw% 1:roPANCAKE°CRE'nS-/ PER Ct.tTP PER CUP.TNT PER CUP tYP PATTERN 024 PATTERN D12 24"CLIP SPACING 180 SEAM. (21 12"CLIP SPACING 180 SEAM (2) FASTENERS PER CLIP FASTENERS PER CLIP ----- r— NO'E�M _-�,I* SE WEGALOC PANEL.24014.01.41COVA°A.2400AKI COvtWAGE trmAx Ar N/OALOt CLI LKOALOC Ct / •,'ottr► 0I7OCTYP r2,e,0 PA'.CAKE SCA.* 121!1 PAMPA.SCAM PEA CUP.T1? NII CuP.tYP LOAD TABLES 24ga(inn) VersaLoc on 16ga steel franang(min) with#10 screws. 18"wide panel(max)(NOT APPROVED FOR HVHZ) 'A enc 120 130 140 150 160 170.180 200 Zone 1 D60 060 060 060 060 060'060 060 Zone 2 D60 D60,D60 D60.060 0481048 . Zone 3 D60 D60 LD48D48[D36 D36 D36 (888)393-0335 I www.gulfcoastsupply.com lal 032 ALUMINUM (MIN) MEGALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Exposure B / b.)Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between 1.5:12 and 12:12.or a hip roof with slope between ,14%*--N 1.5:12 and 6:12 �c d.) Structure is a low rise, regular shaped building. per ASCE 7-10 e.)Site and structure are free of characteristics which Gable Roof7*: 24GA (MIN) MEGALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Exposure B b.)Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between 1.5:12 and 12:12,or a hip roof with slope between 1.5:12and6:12 d ) Structure is a low rise,regular shaped building per ASCE 7-10 e.)Site and structure are free of characteristics which Gable Roof(7°<8 S 45°) lip Roof(7° <8 S 27°) would require further analysis(e g. wind channeling/buffeting, across wind loading, vortex Interior Zones 111 End Zones Corner Zones shedding. or instability due to flutter or galloping). ❑ Roots-20tt1/Wa -Z e8 Roof slant 2tw.u5-mws 100015,Zone3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3ft(0.9m), FASTENER PATTERNS PATTERN D24 PATTERN D12+ 24" CLIP SPACING, 180' SEAM, (2) 12" CLIP SPACING, 180' SEAM. (3) FASTENERS PER CLIP FASTENERS PER CLIP ISO'SEAM p C sea. . MEGALOC PANEL 24GA(IAN MEGALOC PANEL 24GA COVERAGE SEE LOAD TABLE COvERAGE SEE LOAD TABLE MEGALOC Cup MEGALOC CLIP 24'OC TYP I a 12'OC TYP (2}PANCAKE SCREWS- .3,PANCAKE SCREWS . PER CUP.TYP PER CLIP TYP (SEE LOAD TABLE FOR SEE LOAD TABLE FOR FASTENER SIZE) FASTENER SIZE) LOAD TABLES 24ga(rein)MegaLoc on 15!32"plywood(min)with 24ga(min) MegaLoc on 22ga steel deo*(mn) #10 screws, 18"wide panel(max) (NOT with#14 screws, 22"wide panel(max)(NOA APPROVED FOR HVHZ) only) Wind- 120 130 140 1 x, 160 170 '80 2C0 Wind.1120 130 140 150 160 170 180 200 Zone 1 024 D24 024.024 024 D24 D24 024 Zone 1 D24 024 D24 024 D24 024 D24 D24 Zone 2 D24 024 D24 024 024 024 D24 024 Zone 2 024,024 024 024 024 D24 024 024 Zone 3 024 4 024 024 i 024 024 012 012 012 Zone 3 D24 D24 024 024 D24,024!D24 024 INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS. CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS. (888)393-0335 www.gulfcoastsupply.com 4 _ • 160Z PURE COPPER (MIN) VERSALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES b.)Site ru tsre locatedasin Ecan re B /' / 1, b.) Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between tr _ 1.5:12 and 12:12.or a hip roof with slope betweenI I I k 101°111 \ 11111 1.5:12 and 6:12 .r- d.) Structure is a low rise. regular shaped bU 'il:ng per ASCE 7-10 • • e.)Site and structure are free of characteristics which Gable Roof(7° <0 S 45') Hip Roof((7' <8 j < 27 would require further analysis(e.g wind _ channeling/buffeting, across wind loading, vortex shedding, or instability due to flutter or galloping). ❑ Interior Zones II End Zones . Corner Zones w•k•Ime4 a001+-Zoa2/w•us-ZeneS Air*/Zone 1 0: 10 percent of least horizontal dimension or 0 4h,whichever is smaller.but not less thar either OE of least horizontal dimension or 3 ft(0.9 m), FASTENER PATTERNS PATTERN D16 PATTERN D8 16" CLIP SPACING, 180° SEAM, (2) 8" CLIP SPACING. 180` SEAM• (2) FASTENERS PER CLIP FASTENERS PER CLIP VERSALOC PANEL. 1602 1gp SEAM VERSALOC PANEL 160Z PURE COPPER(MIN t PURE COPPER(MINI 190 SEAM COVERAGE 16-(MAX) COVERAGE 16'(MAX t f • VERSALOC CLIP Ts% VERSALOC CLIP e 16"OC TYP fr. 8"OC TYP 12)010 PANCAKE (21010 PANCAKE SCREWS PER CLI SCREWS PER CLIP TYP TYP LOAD TABLES 16oz pure copper(rain) VersaLoc on 15132" plywood(min)with 1x10 screws, 16"wide panel (max)(NOA only) Wind: 120 130 140 150 160 170 180 200 Zone 016 016 016 016 016 016 D16i016 • Zone 2,016 016 D16 016 016 016 016 D16 Zone 3 016 D16 0161016 016 016 De De INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS (888)393-0335 I www.gulfcoastsupply.com 032 ALUMINUM (MIN) VERSALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a i Site is located in Exposure B ►k b ) Structure has a mean roof height of 30'or less ' c ) Roof is either a gable roof with slope between 1.5:12 and 12:12,or a hip roof with slope between Z 1.5:12 and 6:12 ..d.) Structure is a low rise. regular shaped building. per a ;$ ASCE 7-10 ;,l • • a` e.)Site and structure are free of characteristics which Game Roof(7°<A S 45°) HipRoof 7° <A<27°) would require further analysis(e g wind channeling/buffeting, across wind loading, vortex shedding, or instability due to flutter or galloping) ❑ Interior Zones El End Zones al Corner Zones Y 9 P 9) Ilooh,tore 1 t W abZLve 4 aooh-tore z/Wabzone 5 Roofs-z«.3 a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9m). FASTENER PATTERNS PATTERN S16-S PATTERN D8 16" CLIP SPACING, 90' SEAM, (2) 8" CLIP SPACING, 180' SEAM. (2) FASTENERS PER CLIP FASTENERS PER CLIP vp'SEAM VERSALOC PANEL.072 i WITH CHEYCAULK PO NOT ALLOW CAULK TO VERSALOC PANEL,032''`, ALUMStUY(YQi) 1 ALUYINUYtUN) \ tap :it,I. COVERAGE 10 (YAx) ` SET WORE SEAMING) COVE RAGE 20-(MAX) IvERSALOC CLP j \--Ms&in.L;I o-' AirOC.TYP // 0rocTYP t21110 PANCAKE (2)t 10 PANCAKE SCREWS PER CLIP SCREWS PER CLIP TYP TYP LUAU I AbLtS 032 Aluminum(min) VersaLoc on 15132"plywood (min)with#10 screws(min),20"wide panel j (max)(NOA ontyt Wind 120 130 140 150 160.170 180 200 ,, Zone 1 St6sS16sS16sS16sS16sS16sS16sS16s Zcr'.e 2S165616s S16sS16s�S16sS16sS16sS16s Zane 3 S16SS16siS16sS16sS16s_S16sS16sS16s INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS (888)393-0335 I www.gulfcoastsupply.com Ea 24GA (MIN) VERSALOC ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Exposure B b.) Structure has a mean roof height of 30'or less 1 c.)Roof is either a gable roof with slope between I 1.5:12 and 12:12.or a hip roof with slope between 1.5:12and 6:12 d ) Structure is a low rise.regular shaped building per ASCE 7-10 e )Site and structure are free of characteristics which Gable Roof(7'<8 S 45') Hip Roof(7' <6 would require further analysis(e.g wind channeling/buffeting, across wind loading, vortex Interior Zones ■ End Zones ■ Corner Zones shedding, or instability due to flutter or galloping). ROD'S.Zone 1iWalls imer Roars-z 2/*ah2a+es Roofs4cn3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN D24 PATTERN D8 24" CLIP SPACING. 180° SEAM. (2) 8" CLIP SPACING, 180- SEAM, (2) FASTENERS PER CLIP FASTENERS PER CLIP ---tpp'SEA.: VERSALOC PANEL 24GA(PAN I —181 SEAL. VERSALOC PANEL 24GA(A1 COVERAGE SEE LOAD TABLE Jry COVERAGE SEE LOAD TABLE VERSALOC CLIP 24'OC TYP VERSALOC CLIP 2i*10 PANCAKE / Q e OC TYP SCREWS PER CLIP 12i 410 PANCAKE) P SCREWS PER CUP TY TYP PATTERN D6 PATTERN S16 6" CLIP SPACING, 180` SEAM, (2) 16" CLIP SPACING, 90' SEAM. (2) FASTENERS PER CLIP FASTENERS PER CLIP 180 SEAM 90 SE.".' VERSALOC PANEL 24GA iN VERSALOC PANEL 24GA YIN COVERAGE SEE LOAD TABLE COVERAGE SEE LOAD TABLE \--VERSALOC CLIP VERSALOC CLIP Crl'OCTVP / 16-OC 410 PANCAKE (2)410 PANCAKE SCREWS PER CLIP SCREWS PER CLIP TYP TYP LOAD TABLES 24ga(nein)VersaLoc on 15/32"pl rwood Oran) 24ga(min)VersaLoc on 15/32"plywood(min) with#12 screws. 16"wide panel(max) with#10 screws. 20"wide panel(max)(NOA Ch) Wind: 120 130 140 150 160 170 180 200 Wind: 120 130' 140 150' 160 170 180 200 Zone 1.024 D24 D24 D24.024 024 D24 D24 Zone 1 S16 S16.S16 S16 S16 S16,S16 S16 Zone 2 D24 D24 D24 D24,D24 D24 024 D6 Zone 2 S16 S16 S16 S16 316 S16 S16 S16 Zone 3 D24 024 D24 D24 D6 06 D6 D6 Zone 3 S16 S16 S16 S16 S16 S16 S16 S8 INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS. CONSULT THE HVHZ SECTION OF THIS MANUAL FOR MORE DETAILS. (888)393-0335 www.gulfcoastsupply.com d 032 ALUMINUM (MIN) GULFSEAM ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES .r. a.)Site is located in Exposure B ,. k. b ) Structure has a mean roof height of 30'or less C.)Roof is either a gable roof with slope between 1.5:12 and 12:12.or a hip roof with slope between \ Ilk \4 1.5:12 and 6:12 5` ,-'' % 4'e d.)Structure is a low rise.regular shaped building per ASCE 7-10 kjN�., e.)Site and structure are free of characteristics which Gable Roof 7°<9 S 45' x 1 Hi Roof would require further analysis(e g windP (11°111111111111111:11111111::" channeling buffeting. across wind loading, vortex Interior Zones End Zones Corner Zones shedding, or instability due to flutter or galloping). pods_ l/wa.►a.K. aourr4eeltlwaat.2rn.e5 ,+oo*s„ne, o: 10 percent of least horizontal dimension or 0 4h,whichever Is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9m) FASTENER PATTERNS PATTERN A18 PATTERN A6 18" CLIP SPACING, (2) FASTENERS PER CLIP 6" CLIP SPACING. (2) FASTENERS PER CLIP 16 OR 18" COVERAGE i----- 16 OR 18" COVERAGE t =cal:. fLt.YYIJ �� 3[N1 C'. GW St M1J t� O)110 wAwfw,a • t'M1H MU Vi VOIOICM11 �a'0{th PAIN /# KA M!/(A p./ 4uYMW NM] 30111116 RR Cl/ 4 VYMYY IN*i VIP rw LOAD TABLES 032 Aluminum(nen) GulfSeam on 15132"plywood (min)with 410 screws(min). 18"wide panel (max)LNOTAPPROVED FOR HVHZ) Wind 120 130; 140 FF 150 160 170 180 200 Zone 1 A18 A18 A18A18 A18 A18 A18 A18 Zone 2 A18 A18 A18 A18 A18 A18,A18 A18 Zone A18 A18 A18 A18 A18 A18A18 032 Aluminum(min) GultSeem on 15/32"plywood ' (nen)with#10 screws(min). 16"wide panel (max)(NOT APPROVED FOR HVHZ) Wind.'120 130 i 140 150 160 170 180 200 Zone 1 A18A18 A18 A181A18 A18 A18 A18 Zona 2 A18 A18 A18 A181 A18 A18 A18 A18 Zona 3 A18 A18 A18 A18 A18 A18 A18 A6 I (888)393-0335 I www.gulfcoastsupply.com 133 24GA (MIN) GULFSEAM ROOF ZONES REQUIREMENTS TO USE THESE LOAD TABLES a.)Site is located in Exposure B b.) Structure has a mean roof height of 30'or less J °;10.0.1/4 c.)Roof is either a gable roof with slope between 1.5:12 and 12:12,or a hip roof with slope between . � ► A; 1.5:12 and 6:12 d.)Structure is a low rise,regular shaped building, per ASCE 7-10 • e.)Site and structure are free of characteristics which Gable Roof(7*<0<45') Hip Roof(T<8527 ) would require further analysis(e.g.wind channelingibuffeting. across wind loading. vortex shedding. or instability due to flutter or galloping) ❑ Interior Zones III End Zones Corner Zones .x-'s-ton: ha s-tae+ ono4-timet ire s-tme} Rook•Zonl a: 10 percent of least hot itontal dimension or 0.4h,whichever is smaller,but not less than eithe'4%of least horizontal dimension or 3 ft(0.9 m). FASTENER PATTERNS PATTERN A24 PATTERN A18 24" CLIP SPACING. (2) FASTENERS PER CLIP 18" CLIP SPACING, (2)FASTENERS PER CLIP r-- 16 OR 18" COVERAGE 16 OR 18" COVERAGE - t �rtw CAW ROM fNtM rtt OAP. Wei VIP PATTERN Al2 16" CLIP SPACING, (2) FASTENERS PER CLIP r 16 OR 18" COVERAGE - LOAD TABLES `T 24ge(rein)GulfSeam on 15/32'plywood(min) I pre,o,+wtw., with#10 screws(min), 18"wide panel(max) ht.COO (NOT APPROVED FOR HVHZ) rw Wind: 120. 130 140 150. 160 170 180 200 Zone 1 A24 A24 A24 A24 A24 A241A24 A24 Zone 2 A24 A24 A24 A24 A24 A24 A24 A24 Zone 3 A24 i A24 A24 A24 A24 Al2IA12 Al2 24ga(rnin)GulfSeam on 1x4's on 15132"plywood 24ga(min)GulfSeam on 1x4's on 15/32"plywood (mn)with#10 screws(mn). 16"wide panel (nm )with#10 screws(min). 18"wide panel (max)(NOT APPROVED FOR HVHZ) (max)(NOT APPROVED FOR HVHZ) Wind: 120° 130 140 150 160' 170 180 200 Wind: 120 130 140 150 160 170' 180 200 Zone 1 A18 A18 A18 A18 A18 A18 A18 A18 Zone 1 A24 A24 A24 A24 A24 A24 A24 A24 Zane 2 A18 A18 A18 A18 A18 A18 A18 A18 Zone 2 A24 A24 A24 A24 A24 A24 A24 A24 Zone 3 A18 A18 A18 A18 A18 A18 A18 Zone 3 A24 A24 A24 A24 A24 A24 A24 A24 (888)393-0335 I www.gulfcoastsupply.com m 032 ALUMINUM GULFLOK REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Exposure B - b.) Structure has a mean roof height of 30'or less / c.)Roof is either a gable roof with slope between + `. t 1.5:12 and 12:12,ora hip roof with slope between1. \,' \�' ) Structure and 6:12 4` ' d.; Structure is a low rise, regular shaped building, per ASCE 7 e.)Site and structure are free of characteristics which �/ would require further analysis(e.g. wind Gable Roof(7°<0 5 45°) Hip Roof(7° <0 5 27°) channelingr'buffeting. across wind loading, vortex shedding. or instability due to flutter or galloping) 0 Interior Zones U End Zones . Corner Zones aocts•:ar i/weerzone 4 tocfsiotrr2/wok ono Pooh-Zoor3 o: 10 percent of least horizontal dimension or 0.4h,whichever is smaller.but not less then either 4%of least horizontal dimension or 3 ft(0.9 mi. FASTENER PATTERNS PATTERN A PATTERN B FASTENER EVERY HOLE (6" OC NOMINAL) FASTENER EVERY HOLE (6" OC NOMINAL) WITH TITEBOND IN SEAM 16" COVERAGE ---t i- 16" COVERAGE ---1 jt__. SIM UMW EIS T rtllrrMR VV PNIGM[ a11104PNIe\ r,tef two[t m rast[M a qw.. �a r°vewfrr f Yf eY Mot, .14/ LOAD TABLES 032 Aluminum(min)OufiLok on 15/37'plywood (min)with#10 screw(min)(NOT APPROVED FOR HVHZ) Wind 120!, 130 140 150_160 170 180' 200 Zone1 AAA A _ A A A l A Zcne2 A A A A A B B B Zcne3 A A i A B B B B B (888)393-0335 I www.gulfcoastsupply.com 26GA (MIN) GULFLOK REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Exposure B b )Structure has a mean roof height of 30'or less • c )Roof is either a gable roof with slope between 0,1 1.5:12 and 12:12,or a hip roof with slope between 1.5:12 and 6:12 ' d )Structure is a low rise,regular shaped building, *>11.111-4 011. per ASCE 7-10 e.)Site and structure are free of characteristics s' which would require further analysis(e.g.wind Gable Roof(7'<9 S 45°) Hip Roof(7° <8<270) channeling/buffeting, across wind loading, vortex shedding. or instability due to flutter or galloping). ri Interior Zones End Zones Corner Zones ods Zai l:Wens sone 4 Foils Ze-e2/Weth-ZnreS 0.o01,-ZonS O. 10 percent of least horizontal dimension or 0.4h,whichever is smaller.but not less than either 4%of least horizontal d:mens on or 3 ft(0.9 m). PATTERN A PATTERN B FASTENER EVERY HOLE (6"OC NOMINAL) FASTENER EVERY HOLE (6" OC NOMINAL) WITH TITEBOND IN SEAM 16" COVERAGE 16" COVERAGE 1 ♦L("trtr4 rrlr SAVE NIA tit.' .,:, OW , t •- �. IMO 1 VreY rVll! IeoA OW LrttAILL 01,11 PATTERN C FASTENER EVERY HOLE (6" OC NOMINAL) WITH 2' CLIP 16" COVERAGE WA°,II ' M e1e'AIICAR lgriato nm l0eewtl VA*,"el! lnsA 01411 LOAD TABLES 26ga(min)Gulflok on 15/32"plywood(min)'Nth 810 saw(min) With 120 130. 140 1501160 170. 180 200 Zoite 1 A A A A A A A A . Zone 2A A A A A A A B Zone 3 A A A A B B B B INSTALLATION IN MIAMI-DADE OR BROWARD COUNTY MUST MEET SPECIFIC HVHZ REQUIREMENTS. CONSULT THE FBC AND THE HVHZ SECTION OF THIS MANUAL (888)393-0335 I www.gulfcoastsupply.com fir ms- , - yv ,. tea-:Ye .7„.-",,-.--i-7. � , , 24GA (MIN) GULFLOK REQUIREMENTS TO USE THESE LOAD TABLES ROOF ZONES a.)Site is located in Exposure B t ''�' b.) Structure has a mean roof height of 30'or less c.)Roof is either a gable roof with slope between ••• ( .... 11101.P. 0 1.5:12 and 12:12,ora hip roof with slope between 1.5:12 and 6:12 ,i_ } ilk d.) Structure is a low r se -egula' shaped building. 'S� per ASCE 7-10 e.)Site and structure are free of characteristics which would require further analysis((e.g.wind Gable Roof(7°<8 5 45°) Hip Roof(7° <85 27°) channeling'buffeting. across wind loading. vortex shedding. or instability due to flutter or galloping) El Interior Zones - End Zones . Corner Zones Rears.2en 1!W°x?ere 4 Roofs aril 2l W&KZont5 Room-30rr3 0: 10 percent of least horizontal dimension or 0.4h,whkhever Is smaller,but not less than either 414 of least horizontal dimension or 3 ft(0.9 m). PATTERN A PATTERN E FASTENER EVERY HOLE (6” OC NOMINAL) FASTENER EVERY OTHER HOLE (12" OC NOMINAL) I 16" COVERAGE I 16" COVERAGE -— «.......L1--- .1....1.001 `� �''' urlrl•rt.r rYg11e°I P, n°a►wl / LvtSSno:l tVitil,°1Mia w. MAIM, PATTERN B PATTERN C FASTENER EVERY HOLE (6" OC NOMINAL) FASTENER EVERY HOLE (6" OC NOMINAL) WITH TITEBOND IN SEAM WITH 2' CLIP 16" COVERAGE ( 16" COVERAGE 14 MU.+,"ILti,Vv 1 M rr°�01.74 lMT1LM1e avr• rlo�ewrl «rMKAK Min,MIi MA 0.1 FFF��� Luft•t°lri►, rN04* Mill 11111V Mit/ 7e°LIM41 LOAD TABLES 24ga(min)Gulflok on 15132"plywood(min)with 010 screw(min) (NOT APPROVED FOR HVHZ) Wind: 120 130 140 150 160170 180 2_C0 Zone 1 EEEEEEEE Zone 2 E E E E E ' E E E Zone3 E E EIE E ( E1A (888)393-0335 I www.gulfcoastsupply.com Eg Section 1609 Wind Loads 130 120 115 140 115 130 150120 lift ILINI amyl it b. •.. iiiiir . , 'OK 11 140 -ill. '' ' sem„ 140 158 L." i ', 150 140 Nay yi ., p 160 r Matas: 150 ois , 1. wires are t.Thmatt design 3 ne<one gust wind %.nerds in miles per hour (Ws) at 33 170 ft tide) above ;round for Erposaera C wt A0A0 2. Linear interpolation between contorts 160 tOda. is permitted. ..- wan a1M 3. Islands and coastal *rues outside the last contour *ball use the las wind speed ,170 ,% , contour of tho coattail area, •r, 4. haaataioaus terrain, gorses, atoms prdsontories, and special 4441 regio* shall be esadned for unusual mad condi- 180 0 lions. 5. *Ind spends correspond to approximately 180 t a I% probability of exceedwae is SO years (Annual treeedance Probability a 0.40243, %k! • 700 yearsl. 'Note that this figure only applies for buildings classified as 5 • '5 risk category II---this includes residential and mast retail/office construction. Refer to FBC Table 1 5-1 for more information Figure 1609A Ultimate Design Wind Speeds, Vuu,for risk category II buildings and other structures (888)393-0335 I www.gulfcoastsupply.com 20 Wind Speed Map 115(51 ) 140(63) r 150(67) .. 140(63) 15a(s7) 160(72) 160(72) 170(76) 170(76) J 115(51) 150(67) ',,,,_.:'./180(80) 120(54 130( 8)140(63) 1 08(80) Figure 26.5-1A Basic Wind Speeds for Occupancy Category II Buildings and Other Structures(excerpt) From ASCE 7-10. Refer to ASCE 7-10 for full map and further details. (888)393-0335 1 www.gulfcoastsupply.com m Panel Uplift Ratings Guiflok Fastener Pattern Panel and Substrate I Uplift Capacity (psf) Each panel has been tested A 24ga on plywoodlwood plank 81.75 to TAS 125, UL58O/UL1897, a 24ga on plywood/wood plank �� — 96.75 and/or ASTM El 592 in the C 24ga on plywood/wood plank 121.7.5 various fastener patterns and E 24ga on pynacxi+"wood plank 161 substrates shown in the table. �_ A 26ga on plywood/wood plank 63.5 These ultimate uplift values 8 26ga on plywood/wood plank 121.75 are reduced by a factor of C 26ga on ptywoadlvx�od plank 161 safety of 2.0 or as required by A 032 on plywood/wood plank 525 -- the Florida Building Code. 8 032 on pywoodwrood plank 116 GulfSeam For projects where the wind Fastener Pattern Panel and Substrate j Uplift Capacity(psf) uplift calculations have been Ae4 244a 18in panel on pywoodtwerxl lank 89.25 completed for a specific Al2 24ga 18in panel on pywoodlwood plank 108.5 project,compare the ASD A24 24ga 18in panel on 1x4 on plywood/synod plank 114 design uplift pressures to the At 2 i 24ga 18in panel on 1x4 an plywood/wood plank 159 panel capacity uplifts shown. A18 24ga 16in panel on 1x4 on plywood/wood plank 93.5 (Note that the rated panel A18 032 18"panel on plywood/wood plank 86 uplifts are reduced by a factor A18 032 16"panel on plywood/wood plank 86 of safety of 2.0 or as required A6 032 16"panel or n!vwoodcwood plank 138 5 by FBC—therefore these panel capacity values may be VersaLoc compared to the ASD design Fastener Pattern Panel and Substrate ( Uplift Capacity (psf) uplift pressures.) L) .1 24ga 16"panel on plywood/wood plank �. 59.75 D6 24ga 16"panel on plywood/wood plank 123 5 Refer to Appendix A for 1x4 S16 249a 20"panel on ptywoodtwood plank(NOA) 91.75 attachment requirements. -- S8 24ga 20 panel on plywood/wood plank(NOA) . 121.75 D8 24ga 20"panel on plywood/wood plank(NOA) 189.25 S16-S 032 20'panel on plywoodrwood plank(NOA) 118.00 D8 032 20"panel on plywoodiwood plank(NOA) 159.25 016 16oz Copper 16'pan on plywood/wood plank(NQA) 82.25 D8 16oz Copper 16'pan on plywoowwood plank(NOA) 159,25 _ MegaLoc Fastener Pattern Panel and Substrate Uplift Capacity (psf) D24 24ga 18"panel on piywocxlrwood plan 71 012 24ga 18"panel on pywoodiwood plank 108.5 024 24ga 20`panel on 22ga steel deck(NQA) 112 D12+ 24ga 20"panel on 22ga steel deck(NQA) 181.75 060 24c a 18"panel on 16ga open framing 45.00 048 24ga 18"panel on 16ga open framing 63.75 036 24ga 18"panel on 16ga open framing 82.50 024 24e 18"panel on 16ga open framing 101.25 012 24ga 18"panel on 16ga open framing 120.00 024 032 18"panel on 22ga steel deck(NOA) 110.50 D12+ _ 032 18'panel on 22ga steel deck(NOA) 166.75 (888)393-0335 I www.gulfcoastsupply.com 110 Load Tables Gulf Coast Supply maintains load tables for each product in various installation conditions.These load tables indicate the fastening requirements for the roof zones and wind speeds shown. Because building design and site considerations impact the wind load and response characteristics,these tables only consider a generic"typical" installation.These tables ONLY APPLY when the indicated requirements are met. Refer to each load table for the specific requirements. If unique considerations exist beyond the scope of this load table,the services of a design professional may be required.Subject to additional site-specific design fees,Gulf Coast Supply&Manufacturing is able to complete most engineering services required or to refer a third-party design engineer. How to use the load tables: If the intended installation meets the requirements listed,the tables provide a prescriptive design basis for selecting the appropriate fastener pattern and fastener spacing. Follow these steps to properly apply the load tables: 1. Determine Wind Speeds.Check with the local building department to determine if the municipality has adopted a wind speed requirement.Some municipalities permit the use of windspeed.atcouncil.orq. If a wind speed is not prescribed,there are tables in ASCE 7 and the Florida Building Code which can be used to determine the design wind speed (see next few pages). Furthermore, some project specifications may stipulate a different requirement. Be sure to check all applicable sources. 2. Select the page for the appropriate panel profile. 3. Find the material (e.g.24ga/26ga/29ga steel)and the substrate(e.g. plywood, 1x4 purlins,OSB) being considered. 4. Find the wind speed column for the selected material and substrate;note the fastener pattern for each zone. 5. Use the roof layout images to determine the location and extent of zones 1,2,and 3. 6. Reference the fastener pattern images to determine the fastening details. Install the roofing panels in each zone with the required fastener pattern and spacing. Notes: • Fastener spacings shown are the maximum allowable spacings.Use of reduced spacing (i.e.installing more fasteners) is acceptable and meets the intent of these load tables. • Material thicknesses are minimum values.Use of thicker material (e.g.using 26ga instead of 29ga or using 0.040 when the table lists 0.032)is acceptable and meets the intent of these load tables. • Fasteners listed are minimum diameter fasteners. Larger diameter fasteners are acceptable and meet the intent of these load tables. • A dashed line indicates that the panel and substrate selected is NOT suitable for installation in that wind zone. • or exposure D locations,please refer to Appendix C. Methodology: • Uplift requirements are calculated using method 1 in ASCE 7-10. • Design uplifts are calculated from uplift requirements using ASD load combinations.No downward loads are considered as counteracting the design uplift. • Panel rated uplift capacities are reduced by factors of safety as required by FBC. • The de-rated panel capacities are compared to the ASD design uplifts calculated. (888)393-0335 I www.gulfcoastsupply.com Similar to the end wall trim,when the side of a -:• -., roof section meets a wall instead of a hip or a1i gable,a side wall trim is used.Side wall trim is ..i"-, b4 installed similarly to the end wall. i7 ..j '1�: ' • 4"end lap(minimum).Sealant(caulk ,, t or butyl tape)to seal the laps is ,I' "" Z- ^. �.'f... recommended but not required. • Both end and side wall trims are attached - ',z '.`f l ••.-. to Z flashings which have been previously installed. ___ _-- -- • Z flashing must be cut or notched to fit between the panel ribs and must be sealed to the panel flat and the ribs with appropriate sealants.The gap between the panel rib and the Z flashing should be less than 1/8"and must be filled with sealant.Attach transition to Z flashing with rivets as required. • Install from eave to ridge(bottom to top)so that runoff does not feed into an overlap. • There are a number of wall flashing options—two additional methods are shown to the right. Roof Penetrations Since penetrations are literally holes in the roof,and since holes in the roof cause leaks, it is of critical importance that all penetrations be properly flashed and sealed. Pipe boots are recommended for pipes(e.g.vent stacks) and should be installed as shown. Install pipe boots with a continuous bead of sealant and fasteners every 1"or more as needed to ensure a complete seal.Whenever possible, locate pipe boots in the flat of a panel, not on the rib.Skylights and chimneys are installed with a combination of end wall and side wall trims.Large penetrations (greater than 30"in width)typically require a structure called a cricket to divert water around the penetration. 10 /i rill/ , / 0 ,A tUj ). 4sf '�' j , Choose pipe Slide over pipe Form to roof profile Apply sealant Fasten to complete opening and trim Panel Laps Gulf Coast recommends using full length panels,with a single panel running from ridge to eave.When this is not possible,the ends must be lapped a minimum of 12"and sealed completely with sealant or butyl tape. (888)393-0335 I www.gulfcoastsupply.com ps into an overlap. • Slide open hem of gable rake onto previously installed Z flashing and gable cleat. • Z flashing must be sealed to the panel flat with appropriate sealants.Attach gable rake to Z flashing with rivets as required. • Box out the bottom end of the gable. Valleys 1.4 Valleys are low points where two slopes meet.Valleys are high risk areas for ° ` j leaks and must be carefully flashed and installed.Valley trim is installed before the panels so that the panels can overlap and provide an uninterrupted drainage plane. • Panel end must be hemmed onto a panel starter that is installed in the valley.Install butyl (or other suitable sealant) between the panel starter and the valley. • 12"end lap(minimum).Sealant(caulk or butyl tape)to seal the laps is required. • Install from eave to ridge(bottom to top) so that runoff does not feed into an overlap. • The valley should be designed to keep the depth of water from the design rain storm from flooding the ribs. Transitions Some roof designs will include roof sections at different slopes.Where these g• ; slope changes occur, install a transition trim.Working from bottom to top, install the lower panels,Z-flashing on the lower panels,then the transition trim. Next, install a panel starter on the top edge of the transition,and install the upper panels.The transition trim will overlap the lower panels and underlap the upper panels to provide a continuous drainage path.Use of butyl tape(or sealant)and foam closures is recommended to provide a watertight connection and to protect against wind driven rain.The upper panels are installed over the transition trim to complete the uninterrupted ,.y ""•' travatwe, osint drainage plane. A gambrel style roof may change slopes several times,with steeper slopes on -- the lower sections of the roof. Install gambrel flashing in the same manner as a typical transition trim. • 4"end lap(minimum).Sealant(caulk or butyl tape)to seal the laps is recommended but not required. • The top panel into a transition must be hemmed onto a panel starter installed in the transition trim itself. Install butyl(or other sealant) between the panel starter and the transition. • Slide open hem of bottom edge of transition onto previously installed Z flashing. • Z flashing must be cut or notched to fit between the panel ribs and must be sealed to the panel flat and the ribs with appropriate sealants.The gap between the panel rib and the Z flashing should be less than 1/8"and must be filled with sealant.Attach transition to Z flashing with rivets as required. • Install from eave to ridge(bottom to top) so that runoff does not feed into an overlap. Walls Where the peak of a roof section meets a wall instead of a ridge,an end wall trim is used.As with most trims, many different styles,sizes,and methods ., can be employed.The use of butyl tape(or sealant)and foam closures is recommended to provide a watertight system and to protect against wind driven rain. (888)393-0335 I www.gulfcoastsupply.com 113 Eaves The bottom edge of the roof,or the eave,is protected with eave drip to provide a continuous metal surface for water to runoff from the roof to the ground. Fascia trim is recommended below the eave drip to fully cover the structural member. Except in unique cases,eave drip is installed before the panels. • The panel end must be hemmed onto the extended eave drip.If a flat eave drip is used (no extended eave or bullnose),install a panel starter and hem the panel end onto the panel starter. • 4"end lap(minimum).Sealant(caulk or butyl tape)to seal laps is recommended,but not required. • Fasten into roof deck with low profile fastener(or other suitable fastener). • Restraint of the exposed vertical face is not required for faces less than 4".If desired,attach with an eave cleat installed prior to the eave drip,or fasten through the exposed face using fasteners with sealing washers. Ridges The top of the roof,or the ridge, is made watertight with a ridge cap.There are a variety of styles, sizes,and method of attachment, but the concept is the same. Butyl tape(or sealant)and foam closures are recommended to provide watertightness and protect against wind driven rain.Ventilated F - closures are available for most panels and should be used if ventilation is desired. • 4"end lap(minimum).Sealant(caulk or butyl)to seal the laps is recommended,but not required. • Slide open hem of ridge cap onto previously installed Z flashing. • Z flashing must be cut or notched to fit between the panel ribs andPer - must be sealed to the panel flat and the ribs with appropriate sealants. '"` The gap between the panel rib and the Z flashing should be less than 1/8"and must be filled with sealant.Attach ridge cap to Z flashing with rivets as required. ���= • Box out the ends of the ridge cap. • For extra watertightness performance,the panel ends underneath the ,,,, ,�„ ,,,•„•,1i 4.1•014•11.0•.•••••••0.100111••6., ridge may be turned up and sealed to the ribs. " ` rya Hips Hips are similar to ridges, in that it is a high point where panels meet.Where hips differ is that a hip is sloped while a ridge typically maintains a constant elevation. Hips are made watertight with ridge cap as described and shown above,with the following additional notes: • Install from eave to ridge(bottom to top)so that runoff does not feed into an overlap. Gables The open sides of a roof,or gable ends,are protected with gable trim.There is a variety of styles,sizes,and methods of attachments, but two primary designs.Use butyl tape and other sealants as required to ensure a watertight1110 seal between the roof panel and the trim.Fascia is recommended to fully protect the structural member. • 4"end lap(minimum).Sealant(caulk or butyl)to seal the laps is recommended, but not required. • Install from eave to ridge(bottom to top) so that runoff does not feed (888)393-0335 I www.gulfcoastsupply.com m Trim Details 4// Metal trim(referred to interchangeably as trim or flashing) is a critical component to provide a watertight roofing system and is required by code in specific areas.Flashing/trim consists primarily of specifically formed metal pieces to provide watertight details around corners,edges,penetrations,and other areas of the roof which are likely to leak.Some building codes may require more stringent or different standards than those contained herein—the more stringent requirement always takes precedence.Consult the applicable building code for each project to ensure code compliance.Gulf Coast Supply maintains a number of Florida Product Approvals (FPAs) that indicate code compliance with the Florida Building Code(FBC)3 and the High Velocity Hurricane Zone (HVHZ,defined as Miami-Dade and Broward counties)'.These products must be installed per the requirements of the FPA and this detail manual. Because intended uses of a structure and the design thereof will vary widely, it is not possible to prescribe a single standard that is suitable in every situation.Therefore,the.owner,designer,and installer must develop and agree on the appropriate details and specifications to employ. For example,consider an unoccupied, 100 square-foot shed that is not located in a hurricane prone region.A much lower quality roofing system may be acceptable and appropriate for this use.Conversely,a large multiple story, multiple family residence on the beach in south Florida will have a much greater requirement for watertightness, structural performance,and resistance to wind driven rain. The details and commentary in the following pages are intended to provide a baseline, minimum standard that is acceptable for a low-end application (e.g.the shed described above).It is ultimately the owner's responsibility (often delegated via contract to a designer and/or installer)to determine and select the details and specifications that are appropriate for each project.As the requirements of each project will vary,Gulf Coast does not warrant the fitness or suitability of any details or design for any specific project.5 Gulf Coast Supply may provide advice on design and details;however this is strictly limited to a manufacturer's recommendation,and does not guarantee code compliance or fitness for use with a specific project.The services of a design professional should be employed if this is required. Common Trim Locations Ridge Hip 4f. I 145k Gable Valley Eave 'Refer to Appendix B for FBC excerpts. 'Note that the HVHZ has certain specific standards which are mandated by the FBC.These standards are summarized in Appendix C,but the FBC should be consulted as required to ensure compliance. 'The one notable exception is the weathertightness warranty program,which may warrant the weathertight performance of a roofing system under specific circumstances. (888)393-0335 I www.gulfcoastsupply.com 111 For estimates,the rough factors below can be used to calculate approximate clip and fastener requirements. Panel Type Clips per Clips per Fasteners Fasteners sq.ft. lin.ft. per sq.ft. per lin.ft. 26ga GulfLokT' N/A N/A 3.3 2.5 24ga GulfLokT" N/A N/A 1.9 1.4 GulfSeam" 1.1 0.8 2.1 1.6 Versa/MegaLocTM 1.1 0.8 2.1 1.6 Notes:Sq.ft.values assume 16"panel. GulfSeam'""and Versa/MegaLoc"clip spacing may vary widely—use these factors with caution. Number of Trim Pieces Most trims are sold in 10'lengths.To calculate the number trim pieces required,measure each ridge,valley,eave, gable,etc.,and divide the measurement by 10:See the trim details later in this manual for more information on trims.Note that most trims require a minimum overlap of 4': QuickQuoteTM Service Gulf Coast Supply is pleased to offer free of charge a QuickQuoteTv service which can create a detailed estimate of the panel and trim requirements for any roof requirements.This estimate can be created from satellite imagery (if available), blueprints/drawings,or even a simple sketch with dimensions.Contact Gulf Coast Supply for more details about this service. (888)393-0335 I www.gulfcoastsupply.com Estimating Materials 12" Panel Length 51 I Panel lengths can be determined by measuring the distance from ridge to eave,or ' 4 estimated via the following method: 30" f Divide the building width in half and multiply by the appropriate slope factor shown.Add 1"-3"as desired to hem the panel ends at the eave and take off 1/z"to 2" gap at the ridge(if desired).For example,a 30'wide building at a 5/12 slope would be:30'divided by 2 is 15' times 1.083 is 16'-3"(round to nearest inch).Add 2"for Roof Slope Slope Factor hem and subtract 1"for a gap at the ridge for a final panel length of 16'-4'1 1/12 1.003 Number of Panels 2/12 1.014 3/12 1.031 Each panel has a specified"coverage."The actual panel width will be greater than 4/12 1.054 the coverage, however part of each panel will be overlapped by the adjacent 5/12 1.083 panels,so the net exposed width is the coverage.To determine how many panels 6/12 1.118 will be required,divide the eave or ridge length by the coverage.Round up to the nearest whole number. For example,a 30'-6"ridge length with GulfLokr" 8/12 1.202 panels(16"coverage)would need:30'-6"divided by 16"for 22.875 panels,which is 10/12 1.302 rounded up to 23 panels. It is often a good idea to order one or more extra panels 12/12 1.414 at the longest length on the job. Number of Fasteners The number of fasteners and clips depends on the panel selected and the fastener or clip spacing.The table below can be used to determine the number of fasteners by multiplying the square feet or linear feet by the factor shown. For example,consider a 5000-square foot roof with a GulfSeamT"panel using clips at 18"on center.This is pattern A18 for GulfSeamT",and will require 5000 square feet times 0.9 clips which gives 4500 clips.Clips are typically sold individually,while most fasteners are sold in bags of 250. Fasteners will likely also be used for some trim items(Z-flashing, panel starters,etc),and it is a good idea to order 10-15%extra fasteners just in case. Panel Type Fastener Pattern Clip Spacing Clips per Clips per Fasteners Fasteners (o.c.) sq.ft. lin.ft. per sq.ft. per lin.ft. GulfLok'"Pattern A 1 fastener in every hole N/A N/A N/A 3.2 2.4 GulfLok'"Pattern B 1 fastener in every hole+caulk N/A N/A N/A 3.2 2.4 GulfLok'"Pattern C 1 fastener in every hole+clip N/A N/A N/A 3.2 2.4 GulfLok'n Pattern E 1 fastener in every other hole N/A N/A N/A 1.6 1.2 GulfSeam"'Pattern A24 2 fasteners per clip,16"panel 24" 0.7 0.5 0.8 1.0 GulfSeam""Pattern A18 2 fasteners per clip,16"panel 18" 0.9 0.7 1.0 1.3 GulfSeam"'Pattern Alt 2 fasteners per clip,16"panel 12" 1.3 1.0 1.5 2.0 GulfSeam'"Pattern A6 2 fasteners per clip,16"panel 6" 2.7 2.0 3.0 4.0 Versa/MegaLocr'Pattern D60 2 fasteners per clip,16"panel 60" 0.3 0.2 0.3 0.4 Versa/MegaLoc'"Pattern D48 2 fasteners per clip,16"panel 48" 0.3 0.3 0.4 0.5 Versa/MegaLoc'"Pattern D36 2 fasteners per clip,16"panel 36" 0.4 0.3 0.5 0.7 Versa/MegaLocr'Pattern D24 2 fasteners per clip,16"panel 24" 0.7 0.5 0.8 1.0 Versa/MegaLoc'""Pattern S16/D16 2 fasteners per clip,16"panel 16" 1.0 0.8 1.1 1.5 Versa/MegaLocr'Pattern 012 2 fasteners per clip,16"panel 12" 1.3 1.0 1.5 2.0 Versa/MegaLoc'"Pattern D12+ 2 fasteners per clip,16"panel 12" 1.3 1.0 2.3 3.0 Versa/Megaloc""Pattern S8/D8 2 fasteners per clip,16"panel 8" 2.0 1.5 2.3 3.0 (888)393-0335 I www.gulfcoastsupply.com 131 Field Cutting Metal Panels Tin snips or electric nibbler/shear tools are recommended for field cutting panels.Cutting a metal panel with any device will create small slivers of metal that must be removed from the panel to avoid rusting or damage to the panel.The use of circular saws or other abrasive cutting tools is not recommended as these tools will create significant heat which can burn the panel coating and may produce tiny,hot metal particles which can become embedded in the panel finish.Both of these conditions are likely to result in premature rust and corrosion of the panels. Care and Maintenance Gulf Coast Supply recommends that a metal roof be assessed annually to check for any damage or deterioration. This can be done from the ground in most cases(binoculars may be helpful).Consider visually assessing the following items: a. Look for water stains both outside and inside the building(if possible)that may indicate a leak. b. Check for missing,loose,or deteriorated fasteners.Thermal expansion and contraction of the metal, foot traffic,and wind-induced movement may back fasteners out or otherwise compromise the fastener performance.Overtightened/over torqued fasteners are especially susceptible to back out over time. Tighten or replace fasteners as needed. c. Assess condition of any visible sealant.Metal roof longevity studies indicate that sealants are often the first component to fail.Replace cracked or peeling sealant. Remove loose debris and clean the roof as needed.Mild biodegradable cleaners, household ammonia,or household bleach may be used when necessary(dilute 1/2 cup of 5%bleach in 1 gallon of water).Consult the warranty information or contact the manufacturer for more information on your specific system. (888)393-0335 I www.gulfcoastsupply.com 10 Installing GulfLokTM (snaplock, clipless system or nail strip) GulfLoki'installation begins as described above.The first panel is fastened to the gable end by driving fasteners through the panel near the female leg (opposite the nail strip edge). Next,the other side of the first panel is fastened through the nail strip.The next panel is snapped on by pressing the female leg of the next panel onto the male leg of the previous panel.Firm pressure is required to make this snap.The use of a white rubber mallet may be helpful but should be used with care.(Black rubber is more likely to mark the panels.)Once the panel is snapped,the opposite end is fastened through the nail strip.Continue this pattern across the roof section. Refer to the product approvals and the load tables in this document for fastener spacing and other special fastener requirements. The process of snapping and unsnapping the panels may cause permanent deformation of the outside edge of the female leg.It is recommended that the panels be snapped in place only one time.However,if the project requires it,the panels can typically be pried apart with a flat head screwdriver or claw hammer. Some installations require a Titebond sealant(or similar) in the seam.This provides extra watertightness performance,but also acts as an adhesive.The sealant should be applied to the inside of the peak of the female leg prior to installation of the panel.Once set,the panels may be very difficult to separate. Installing GulfSeamTM (snaplock, clip system) GulfSeam'M installation begins as described above.The first panel is fastened to the gable end by driving fasteners through the panel near the female leg (opposite the nail strip edge). Next,the male rib on the other side of the first panel is held down with clips.The clips are fastened to the roof deck with two or more low profile/pancake fasteners.The female leg for the next panel is snapped onto the first panel,clips installed, next panel snapped,and so forth.Continue this pattern across the roof section. Refer to the product approvals and the load tables in this document for clip spacing. Installing VersaLocTM and MegaLocTM (mechanical seam) VersaLoc' and MegaLoc ' require the use of clips and special seaming tools.Typically, hand seamers are used to begin the seam,and a mechanical seamer can complete the seam.Gulf Coast is proud to partner with DI Seamers to provide mechanical seamers tailor built for Gulf Coast panels. Please see Appendix E for a copy of DI Seamer's instruction manual and see http://gulfcoastsupply.diroofseamers.com/for more information.Refer to the product approvals and the load tables in this document for fastener spacing Fastening Nailstrip Panels and Clips Correct installation of fasteners is critical to ensure performance of the roof.Overtightening can strip out the substrate,reducing the fastener pullout/withdrawal performance.Overtightening a nail strip panel can over- engage the panel and create a waviness the nail strip. Use drill/drivers,screw guns or similar tools with maximum RPM of 2,500. Depth-sensing nose pieces are recommended to ensure consistent tightening of fasteners. Impact drivers are not recommended as they may overdrive or damage the fastener. Install the number and spacing of clips and fasteners as required by the load tables contained in the product approvals and this document. Remove any metal shavings/fragments.Failure to brush off or otherwise remove all of these metal shavings will result in rusting. (888)393-0335 I www.gulfcoastsupply.com Installation Storage and Handling Metal roofing panels are designed to shed water, not to hold Tarp water for an extended period of time.Thus,it is important to (loosely attached store panels dry—position a stack of panels away from standing to permit airflow) water,elevate one end to allow water drainage,and cover = _= — loosely with a tarp as shown in the image.Storing panels under — -= \ cover or indoors is recommended.Panels must NOT be stored in vicinity of:saltwater,corrosive chemicals,pressure treated Elevate end of panels Panels lumber,fertilizer,or other chemicals.When handling panels,be sure to support the panel to avoid damage from bending of the panel.In general,no more than 1/3 of the length of a panel should be unsupported. Preparing the Roof Deck In most cases,the rafters or roof trusses will be covered with a sheathing material (plywood,OSB,etc.)which is then covered with underlayment.The design and construction of the roof structure and decking is outside the scope of this document.However, it is important to note that a poorly prepared roof deck will likely result in a poorly installed metal roof.The roof panels will generally match the shape of the roof deck—if there are ridges in the underlayment, uneven decking or other high areas,these imperfections will likely show through the metal panels. Order of Installation Typically,eave drip,valley trim,and transition trim are 4 ►' Measure one panel installed with the underlayment.Metal panels are installed width along ridge next. Finally,ridge/hip caps,gable trim,and end/side wall trim are installed last.(Note that not all trims will be required in all cases.) Installing Metal Panels Measure one panel Install the first panel with the overlap side along the gable. 4 i width along eave It is common to measure one panel width along the ridge and the eave,and to chalk a line between these points.(See images)Aligning the panel edge with this line will help set - the first panel.It is extremely important to set the first panel square;any deviation will ripple across all of the remaining panels. ,1- Nail strip and/or male Typically,the first panel is attached on the gable end by leg on field of roof driving fasteners through the panel directly to the deck. (This portion of the panel is then covered with Z-flashing and 4 ; Female leg on gable rake.)The other end of the panel will receive a clip or gable end of roof will be fastened through the nail strip. (888)393-0335 I www.gulfcoastsupply.com Roof Slope/Pitch 12" All Gulf Coast Supply roofing panels can be installed on slopes of 3:12 and 3 I7/ nic� 11111 greater(3"of vertical rise/drop for every 12"of horizontal run).For low slope installation below 3:12, please contact Gulf Coast Supply.Most panels can beLI no, �� installed to 1:12 slope if the side laps are sealed,and even lower slopes may belei •1 ■ permitted on a case-by-case basis. =IIIIII Determining Roof Pitch/Slope (888)393-0335 I www.gulfcoastsupply.com 111 Wind Performance: • The wind load which a roof experiences is based on location and dimensions of the building. Discontinuities,or areas Wind Zones on Wind Zones on Gable Roof Hip Roof where the roof changes direction/slope,will be exposed to higher pressures than the field of the roof.Typically roof O 0 '0Q;_O_;C! O; __4_ _ . ;Q pressures are described in three zones:zone 3 consists of O O corners,zone 2 includes edges(ridges,eaves,&gables),and O O.' zone 1 represents the field. , • In most cases,exposed fastener roof systems fail when the 0. O .00. O 0 0� ;o O; 0 :0 fasteners pull out from the decking.Therefore,ensuring proper installation of fasteners is critical to achieve the ' , desired wind performance.Gulf Coast Supply provides load � X00, ©� tables which indicate the required fastener spacing for each O: O .001-6-.11:5 roof zone in different wind speeds. • Roofs are typically designed primarily for"uplift"loads— the effect of a strong wind will essentially pull the roof upwards. Therefore,it is important to think of wind performance as a continuous"load path."When the wind pulls upward on a roof,that force is transmitted by fasteners to the roof deck,which transfers the force by fasteners to the rafters/roof structure,which further transmits to the walls,and on to the foundation.The weakest link along the load path will cause the system to fail,even if all other components perform satisfactorily.A metal roof panel may be able to resist hurricane force winds, but if the fasteners have been overtightened and stripped out the plywood decking,the system may not perform as desired.Structural assessment and design can be a complicated endeavor,and the services of a qualified entity may be helpful/necessary. Oil Canning: • Oil canning is a visible waviness in the flat areas of a roofing panel.It is an intrinsic aspect of cold formed,light gauge metal panels but is typically an aesthetic issue only.Oil canning is not a defect and is not a reason for rejection. • The risk of oil canning can be reduced by selecting heavier gauge metals, specifying striations(large,flat areas are most prone to oil canning),ensuring a completely flat/square/level deck(deck imperfections will reflect through the panels), properly driving fasteners(over driving creates stresses in the panel),and ensuring proper handling and storage during construction (twisting/bending panels will introduce internal stresses). Dissimilar Metals&Galvanic Corrosion Dissimilar metals in contact are at risk for galvanic corrosion.To avoid this,a roof system must be properly designed and specified to ensure that dissimilar metals are not in contact with roof panels or located upstream2 of roof panels.Copper and lead present a particularly high risk of galvanic corrosion,and materials containing copper and/or lead must not be installed in contact or upstream2 of metal roof panels.Damage due to galvanic corrosion is NOT covered by warranties.Note that most treated lumber contains copper-based substances—metal roof panels installed in contact or downstream from treated lumber are at increased risk of galvanic corrosion and rust-staining. z Since virtually all metals will leach some particles into rainwater,any case of dissimilar metal installed such that rain runoff will travel from the dissimilar metal before contacting a metal roof panel is considered"upstream,"and presents an increased risk of galvanic corrosion and rust staining. (888)393-0335 I www.gulfcoastsupply.com 6 Roof System Design Design Philosophy ilie instructions and details presented in this manual are the manufacturer's recommendation for a quality installation of metal roofing products produced by Gulf Coast Supply&Manufacturing.The manufacturer recognizes there are multiple acceptable methods of installation and that design and construction practices can vary widely by contractor,designer or locale. Furthermore,the recommendations contained herein are intended for a typical roof;the specifics of any installation may drive different requirements. The design of a facility falls along a spectrum which must balance cost and risk.An attempt to completely Low Risk of Problems eliminate risk would result in a cost-prohibitive Definitely OK design that is overly conservative(refer to image).On the other hand,a design which accepts too much risk Unconservative Overly o may fail and cause property damage,serious injury, (System Failure) $ $ C(ToonservativCostly;e or death.It is the responsibility of the designer to specify a design which establishes a balance between cost and risk that is acceptable for the intended facility use.Even an outstanding design will still require some maintenance and/or repair throughout the lifespan of the facility. The minimum standards in this manual provide a low cost,generally low-risk installation. Recommended components or design standards will further reduce the risk of water intrusion,wind damage,or other maintenance/repair needs. Water Tightness: • Pipes and other penetrations are common areas for leaks to develop.When these penetrations are necessary, take extra care to flash and seal properly. • Installing the proper trim items and panel closure strips will reduce the risk of water intrusion at roof edges and transitions,which are high-risk areas for leaks to develop. • Use of a quality underlayment on the decking beneath the metal panels provides an important secondary water barrier.Underlayment is required by code in many areas,and Gulf Coast Supply recommends it in most scenarios.Generally speaking,a synthetic self-adhering (peel and stick) underlayment provides the highest level of protection,synthetic through-fastened underlayment provides a mid-level water barrier,and asphalt roofing felt provides the minimum performance required by code(when applicable). • Gulf Coast Supply highly recommends use of full length panels that run from ridge to eave in order to eliminate end laps(another common source of leaks). • Exposed fastener panels(panels fastened directly through the panel)will have hundreds of holes where the fasteners are installed.The use of properly installed roofing screws with sealing washers should effectively seal these penetrations.A hidden fastener system(sometimes referred to as a standing seam roof)can virtually eliminate the risk of water intrusion at the fastener. • Metal on metal connections are typically not watertight unless a sealant(butyl tape or caulk) is applied between the metal pieces.Therefore, it is critical that sealant be used when watertight connections are required.Some examples of metal on metal connections are panels attached to trim,trim attached to trim, and panels attached to panels. (888)393-0335 I www.gulfcoastsupply.com polyester(SMP)chemistry has improved vastly over the years,but still lags the PVDF resins in chalk and color performance.SMP paints are harder and can offer more scratch/abrasion resistance, but the hardness can also make them brittle. Finally,a mill-finish, bare/unpainted steel is available with an acrylic finish.The mill finish metal has a hot dip AZ55 aluminum-zinc coating (generally superior to galvanization and sometimes referenced by the tradename Galvalumel.Note that the mill finish will oxidize and darken over time and may not occur evenly.The mill finish is also susceptible to smudges or other markings during installation. Warranties Gulf Coast Supply&Manufacturing offers warranties for both corrosion of the base metal,as well as paint performance(chipping/peeling/cracking,chalking,and fading).Please refer to www.gulfcoastsupply.com or contact a sales representative(888-393-0335)for the most recent warranty information. Life-Cycle Costs A common objection to metal roofing is the perception that it is more expensive.This is really only a high"initial cost"—when considered over the life of the facility,the total"life-cycle cost"of metal is often lower than other roof options.The life-cycle cost considers the total expected cost to maintain and repair a building system over the entire life of the building.For example,a shingle roof might be expected to last 20 years while a metal roof may be expected to last 40 years.This means the property owner would have to purchase two shingle roofs but only one metal roof over a 40-year period.When considering life-cycle costs,the durability of metal roofing often results in a lower total cost of ownership than shingles,despite a higher initial cost.See the"Metal vs Shingles" page at www.gulfcoastsupply.com,which links to an ongoing study that projects 60-year life expectancies for some metal roofs. (888)393-0335 I www.gulfcoastsupply.com a Product Selection Product Lineup Gulf Coast Supply&Manufacturing produces the following hidden fastener(commonly referred to as standing seam) panels: GulfLokT"is a nailstrip panel,which is a snap-lock,clip-less system.GulfLokTM has a 1"tall(nominal) seam or rib on a typically 16"coverage panel.The nailstrip design provides slots for fasteners and eliminates the need for clips.As a snap-lock panel,the system does not require any special seaming tools, making GulfLok"a popular choice for residential markets and light commercial projects. GulfSeamTM is a snap-lock,clip system.Similar to the GulfLokt",the snap-lock system does not require any special seaming equipment.The clip system gives more options to float out imperfections in the roof substrate.Gulf Seam has a 13/4"tall seam and typically a 16"coverage.The seam is a thicker, bolder seam,making the panel most suitable for upscale residential and commercial projects. VersaLoc1"and MegaLocT"are mechanically seamed panels and require specific tools and equipment to seam together.This seaming process gives superior strength and weathertightness,at the cost of additional complexity of installation.The superior performance of these mechanically seamed systems make them the right choice for any project where strength and weathertightness are critical.Typically,these panels are installed on commercial projects,particularly metal buildings.VersaLocT"has a 11/2"tall seam,while MegaLocT"has a 2"tall seam. Both panels are typically produced with a 16"coverage. Most profiles are available with striations, mini-ribs,or flat.To reduce the risk and visibility of oil canning, striations are recommended in most cases. Panel Materials Gulf Coast Supply produces roofing panels in 55%aluminum-zinc alloy coated 29ga,26ga,and 24ga steel.Some panels are also available in 0.032 and 0.040 aluminum as well as stainless steel and pure copper.Depending on the project specifics,additional materials may be used for limited production runs. Paint Options Most panels are offered in three paint options.The Kynar''' Fluropon'70%polyvinylidene fluoride(PVDF) is the highest performing paint available,with superior UV resistance and outstanding color retention.The PVDF resin provides excellent chalk resistance while mostly ceramic pigments hold color well over time.The silicone modified ' Kynar and KynarS00 are registered trademarks of Arkema Inc.Fluropon is a registered trademark of The Valspar Corporation.Galvalume is a registered trademark of BIEC International Inc. (888)393-0335 www.gulfcoastsupply.com 131 �f. N About . • this _ tr 07. Manual What's in this manual?It's 50 pages long...do I actually need to read it?What is this document for? All fair questions.We hope this manual will be useful if you are curious about any of these questions. What kind of products does Gulf Coast have?What metal and color choices are available? See Product Selection (see page 3). What should I be thinking about when I am designing or specifying a metal roof(as a property owner, a designer,and/or an installer)?What are some important considerations to keep in mind? See Roof System Design (see page 5). How does a metal roof get installed?Can I do this myself?See Installation (see page 8). How can I figure out how much material I need (and how much will it cost)?See Estimating Materials page 1 1). What about trim?What kind of trim do I need and how is it installed? See Trim Details(see page 13). How many fasteners do I need?What spacing should I use? How can I be sure my roof won't blow away? See Load Tables(see page 17). What about building codes?See Appendix B(see page 33). What is the HVHZ,and what do I need to know about it?Short answer: if you're not in Miami-Dade or Broward counties in Florida,you can ignore this. If you are working those two counties, see Appendix C(see page 36). Even with 50 pages, it's just not possible to fit everything in one manual. Please check out our website at www.gulfcoastsupply.com for more information on panel profiles,colors, product approvals, project photos,and more.Or give us a call at(888) 393-0335. /�a` Gulf Coast Supply&Manufacturing reserves the right to change or delete information contained herein without prior notice or obligation to make changes to products previously Guffpurchased.Check www.gulfcoastsupply.com or contact Gulf Coast Supply for the latest version. n .. MANUFACTURING Publication date:08 March 2017 (888)393-0335 I www.gulfcoastsupply.com .. ........0 • 1,...._s wir . . HIDDEN FAStENER DETAIL MANUAL . . ...,....._,........ __..... .,...„ .... ...\ ,.,_ . IN& Gulf Coast. SUPPLY & MANUFACTURING did Ur _ ..„- • , • - - -- kg:1'f li. '' . Nit ix- ''..- 11/P *o- il' ,:j— .. , ••'-' ''‘''`v •Ai,. ,. - ' r (888) 393-0335 I www.gulfcoastsupply.com