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Home My WebLink AboutB12-0369NOTE: THIS PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES : T��IVOFYAtL . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12-0369 Job Address: Location......: Parcel No....: 2633 CORTINA LN VAIL 210314202003 OWNER SCHORPP, HERBERT G 08/16/2012 2633 CORTINA LN VAI L CO 81657 APPLICANT HORN BROTHERS ROOFING MANUELROCHA 2325 S JASON ST DENVER CO 80223 License: C000003523 CONTRACTOR HORN BROTHERS ROOFING MANUEL ROCHA 2325 S JASON ST DENVER CO 80223 License: C000003523 Project #: PRJ12-0467 Applied.....: 08/16/2012 Issued. . . : 09/24/2012 08/16/2012 Phone:303-274-1111 08/16/2012 Phone: 303-274-1111 Description: REROOF: TEAR OFF EXISTING WOOD SHAKES AND INSTALL 43 SQUARES OF GERARD STONE COATED STEEL. Occupancy: Type Construction: Valuation: $28,998.00 .....««« .............»...,......,,.,.....,...,,..,............................... FEE SUMMARY ....,......,.....,.......,...................................»»..........,,.,.. Building Permit --------> $431.65 Bldg Plan Check ---> $280.57 Use Tax Fee -- > $379.96 Electrical Permit > $0.00 Elec Plan Check – > $0.00 Restuarant Plan Review > $0.00 Mechanical Permit —> $0.00 Mech Plan Check - > $0.00 Additional Fees------------> $0.00 Plumbing Permit ---> $0.00 Plmb Plan Check -----> $0.00 Recreation Fee— -> $0.00 Investigation--------------> $0.00 Will Call--- > $5.00 TOTAL PERMIT FEES— > 51,097.18 Payments– --> 51,097.18 BALANCE DUE -> 50.00 •ewwewxww�.ewww�rewrwwn�rrur�eierwreiei+r�wxezt,ee�retwwwu�»�:►��tt��:►wwrtwv.wwwww�nrxxrrwtrewxxwwe+�eewwwreawxwesrw►wweeerrr:ee,eteie�e�e:��w:t��e��Rt��w►w►+.awwrwxsrtrrerxxwxx:v�e DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit 012811 !!'jtl�1 •+w+www:esrt:��►r�eewxxxwrw��wrt�rr»xwws��n.:s.,'»wR+ww:��:�►��z�,e,evwwwwr,.�t::t►�Hi�rr�wwxrti�►�t�w,ewwv�wetr�xrt�»we�wvrxwrtr►*ewewwxexe,r��t��w»srkttt�m�tr»Rxxwtxtthmirr,Hr�� CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: 612-0369 Owner: SCHORPP, HERBERT G Address: 2633 CORTINA LN VAIL Location: �s.�i+t��w�e►w�-ax��:�►�v+ne►wy.ww:w�►i��r�vwxt�tt�f��.ewwwwwi�r�tR��vwww�s.t��Kt��wwewvra��tttt+�x��wwwwww��mwxwwew�it�r��►►u�ee►�vwwy.�i��t►��rw�wvwxi�rk��r�ee+w.ewwx+.�:»+�,tm+wr,e»w� combination permit_012811 1 V 11t� V1 1!'uJ.i V ................,...*...x,..**.****««,,.,««««**«*.«««*.«.,...*..****..«,.********..***«,....*«**.,«****««.*««**««*.,*.#.««***«..«#**««**..*««,.**,..,«****«.*,.*.. REQUIRED INSPECTIONS AND STATUSES Permit #: B12-0369 Owner: SCHORPP, HERBERT G Address: 2633 CORTINA LN VAIL Location: ................ *....,. *....... «. * «...,,....,�, �.... *...,,,.......................,. *. *... *. «* *. * * *... *.,, # *. * * ««.. * *,.,. *..,............., �....,,.... * *,,.. *. �... Item: 00090 BLDG-Final Item: 00534 PLAN - FINAL C/O combination permit_012811 ********++**************************** *********************�****+*+********* **************** TOWN OF VAIL, COLORADO Statement ++************************************ **�****+**+++************************* ****+*+++******* Statement Number:R120001352 Amount: $816.6109/17/201209:48 AM Payment Method: Credit CrdInit: WC Notation: Master Card VIA Phone ------------------------------ ----------------- Permit No:B12-0369 Type: COMBINATION BLDG PERMIT Parcel No:2103-142-0200-3 Site Address: 2633 CORTINA LN VAIL Location: Total Fees: $1,097.18 This Payment: $816.61Tota1 ALL Pmts: $1,097.18 Balance: $0.00 *******+**+************�*+*�*********� ***********+*++***************+*+*+*** �****+********** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ---- BP 00100003111100 BUILDING PERMIT FEES 431.65 UT 11000003106000 USE TAX 4 0 379.96 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 ------------------------------ ------------------------------ TOWN OF UAIL COM DEU 15 S FRONTRGE RD. UAIL� CO 81657 978-419-2324 TERMINAL I.D.; 1802 MERCHANT #; MC PUR ��Ki�uki�k6970t MAIL ORDER BATCHt BBB561 INV:000001 pUTH:09703S SEP 17a 12 08:40 TOTAL �816.61 k � � Q_ � � W �-------- I A6REE TO PpV ABOVE TOTAL APIOUNT ACCORDIN6 TO CARD I55UER R6REEMEHT (MERCHANT AGREEMENT IF CREDIi VOUCHER? I�RCHaNT COPY ***********sts***************��**s************�**r*********s*s*�s*****sr**********s*s**�**** TOWN OF VAIL, COLORADO Statement *s*********«*::**��ss************rr*r�s**ss*********«:***««*:*#�******r***•******�**::**:*** Statement Number: R120001206 Amount: $280.57 08/30/201210:29 AM Payment Method:Credit Crd Init: LC Notation: credit card from Josue Jasso Horn Brothers Roofing ----------------------------------------------------------------------------- Permit No: B12-0369 Type: COMBINATION BLDG PERMIT Parcel No: 2103-142-0200-3 Site Address: 2633 CORTINA LN VAIL Location: Total Fees: 51,097.18 This Payment: $280.57 Total ALL Pmts: $280.57 Balance: $816.61 ****sss****�***�*��****************s*r�*****»**r********�********************s************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 280.57 - �`�,-0 3 (Q.� TOWN OF VAIL COM DEU < �.� �UpIIFRCOTA81691� � � � ' -�_ �� 9)9-479-2324 TEAMINAL I.D. � 2901 IERCHANI N: M�4749t MAIL ORDER BATCH: A8A558 AUT H� 087115 AUG 30a 12 �9�2� TOTAL �2$0.57 :� CUS10liA COP4 TOWN OF VAIL' Department of Community Development 75 South Frontage Road Vail, CO 81657 Tet: 970-479-2128 www.vaiigov.com Development Review Coordinator �(�� I � C9► - PERMIT APPLICATION (This permit is applicable to one and two family dwelling units only) Project Street Address: 2633 Cortina Lane (Number) (Street) (Suite #) Contractor Information Business Name: Horn Brothers Roofing Business Address: 2325 S. Jason St. �;ty Denver State: CO Z;p: 80223 Contact Name: Josue Contact Phone: i303) 356-8545 Contact E-Mail: �osue@hornbrothersroofing.com I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 1 agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. � wne Own r's R presentative Signature (Required) p cant I or ation Applicant Name: Josue Jasso Project #: C �� - (�"l (Q 1 Building Permit #: ,�� - � 3 �(j�J Lot #: Block # Subdivision: Work Class: Alteration ( ) Work Type: Exterior (�) Type of Building: Single-Family (�Duplex (0) Joint Property Owner Approval ( ) Yes (�'fVo Roof Materials Provided ( Yes (Qj No Cut Sheets Included (0) Yes (0) No Color: ��'.•, �� W �� Submittal Checklist Complete/Attached (0) Yes (Q) No Plans Included (0) Yes (o) No Detailed Scope and Location of Work: Tear off wood shake and install 43 squares of Gerard Stone Coated Steel ` � Q/11/C�'� �J%I.x�� I I.M p,ilAX�/�r (use additional sheet if necessary) Applicant Phone: �303) 356-8545 Value of all work being pertormed: $ � (value based on IBC Section 109.3 8 IRC Section 108.3� � Applicant E-Mail: Josue@hornbrothersroofing.com L$�9��— Project Information Her'bert SChof Owner Name: pp Parcel#: � 1�— 1`"��'�� /(�3 (For Parcel #, contact Eagle County Assessors Office at (970328-8640 or visit www.eag lecounty. us/patie) For Office Use Only: Fee Paid: �.p�g�, �j� Received From: Cash Check # CC: Visa / MC Last 4 CC # exp. date: Auth # Date Received: D �c�� AUG �9 2Q1�� TOV1/N C�F VAIL 1�A5 0�8 ��esr �i sign in sign out shopping cart Orde� Status �,._ .-. .z . ' ' 800-298-4328 � y � ,, ., 8�4-6Z9-7397 r ' � � � # � SNOW �V�ARDS ; ��=: �.. � _ .. ._ . �� ,, � °a�"r°�§� ��:? .. HOME INSTALLATION PROCEDURES CONTAGT US SNOW GUARD PRODUCT LINE a MSDS! SPECS Install Information 1. Determine desired locatio� of Polar Blox per manufacture's recommendation. 2. Apply a transparent silicone adhesive to the base unit. (Use a non-Acedc acid type on Galcalume or Galvanized roofs.) 3. Use two self tapping #14 screws with neoprene washers under the heads, screw through the Polar lox and roofing material, into the purlin or structural support. 4. Make a seal around [he entire perime[er of the snow guard. 5. Each Polar Blox should just up from the roof's surface perpendicular to its slope and face diagonally skyward toward the ridge at the top of the roof. Directions for Adhesive Mounting 1. Determine desired IocaGOn of Polar E31ox per manufacture's recommendation. 2. Clean the surface witli soap and water or rubbing alcohol. Allow to dry completely before installing. 3. The Polar lox should be placed with the holes down toward the roof. 4. Smear the adhesive on the bottom side of the Polar Blox, covering the entire surface to be mounted. 5. Press Polar lox on roof, making sure there is no air trapped underneath. Squeeze-out is the recommended finish. 6. In warmere temperatures it may be necessary to secure the Polar Blox temporarily, until the adhesive firms. 7. The minimum application temperature is SOoF and the full curing time is 28 days. For further assistance or questions, please cal� and ask for technical assistance. Recommended Adhesives: Surebond SB-190 for Kynar pain[ed roofs, Surebond SB-895 for Galvanized or Galvalum rooFs. Universal Guard Installation o�z��z In a staggered pattern, space guards 12" on center horizontally along the eve line. // /� ,l �/ Place one row for every 50' of the rooPs run from eve to ridge. For roof panel widt�s for 9-12" use one guard per panes per row. For roof panels widths of 12- �/ �` ;/� ��' 24" use 2 guards per panel per row. !� j;' � :!' / �%i' 3/12 to 6/12 Slope <''� . ' � (//,/��, i'/ /� !� _.fi��/ One row of Polar Blox staggered perNn Go /'� , "�yj „�� perlin or 12" on center horizontalty using �' � � glue for every 25' of roof. FIGURE: lengtfi /� ii� of roof divided by cwo plus one for each � ��, �'� ��/ �,� row required on each side. ��," ��, www.polarblox.com/techinfo.asp 1/3 6/12 Slope and up One row of Polar Blox for everyy 12' of roof from eve to ridge. Place guards 12" on center /�� /j� in a straight row. FIGURE: one for each foot of roof plus one for each row required. General layout recommendations. Snow load variations must be considered. Please call // j � for a customized layout. � � �� /i�� / Standing Seam Guard Installation � �_ ___ _ 1. Tools Needed: Standing Seam Guards- 3/8" Ratchet and 3/16" Socket with Allen Wrench Attachment (as sold by Polar B�ox); Original Standing Seam Guards - 3/8" Ratchet and 5/32" Socket with Allen Wrench Attachment (as sold by Polar Blox) 2. Place first snow guard approximately 2' from edge of eve. Tighten set screws with a reasonable amount of torque, but do not over tighten. Set screws should be preset to keep panel centered. 3. When using guards only, keep guards at an even space from eves which should be over bearing walls. 4. When using optional ice bars, piace bar in end of installed guard and place new guards on opposite end of bar before installing it. Continue installing in this manner until entire edge is covered. 5. Be sure the required number of rows are used to ensure safety. Design Considerations 1.) Make sure all panels are securely attached to the roofing structure. 2.) The structure must be designed to carry the additional load created by Polar Blox guards. This is extremely important 3.) Do not instail Polar Blox on overhang. They should be located over bearing walls when possible. 4.) More than one row may be required depending on area snowloads. Check with the factory for recommendations 5.) It is the responsibility of the buyer to verify that all design loads and requirements are met before installation occurs Owners must be made aware of the possible extreme conditions which may be created by stopping hazardous sliding of snow and ice. If the extremes are resulted they should be physically removed from the roof. Slate or Shingle Installation Vertical spacing between each row is 12" to 18" depending on the exposure (i.e. 7 A�/� exposure would yield a 15" vertical spacing) Horizontal spacing is 24" on center. First row of snow guards should be placed on the third row up of roofing. Three row layout pattern is needed for every 15' of the roof's run. � � Minor Rib Guard Installation � �_ 0 to 2/12 Slope In a staggered pattern, space guards 12" on center ___1� horizontally along the eve line. Place one row for every 50' of the roof's run from eve to ridge. For roof panel widths of 9-12" use one guard per panel per row. For roof panel widths of 12-24" use 2 guards per panel per row. 3/12 to 6/12 Slope One row of Polar Blox staggered perlin to perlin or 12" on center horizontally using glue for every 25' of roof. 6/1Z Slope and up One row of Polar Blox for every 12' of roof from eve to ridge. � j %� / Place guards from 12" on center in a straight row. FIGURE: � �/ � � one for each foot of roof plus one for each row required. /� General layout recommendations. Snow load variations must ___f// be considered. Piease call for a customized layout. k�/,�i�////k�d ,�!/ ; �i /� /i � , j �/ �� Copyright r`2012 Polar Blox Toll Free: 800.298.4328 155 Gilbert Hollow Road Local: 814.629.7397 Hol�sopple, PA 15935 Fax: 814-629-9090 www.pofarblox.com/techinfo.asp 2/3 ICC-ES Evaluation Report ESR-1491* Reissued July 1, 2011 This report is subject to renewal in two years. www.icc-es.orq �(800) 423-6587 �(562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 04-THERMAL AND MOISTURE PROTECTION Section: 07 41 13 Metal Roof Panels REPORT HOLDER: GERARD ROOFING TECHNOLOGIES 955 COLUMBIA STREET BREA, CALIFORNIA 92821-2923 (714)529-0407 www.qerardusa.com EVALUATION SUBJECT: STEEL ROOFING PANELS: TILE; SHAKE; CANYON SHAKE; BARREL VAULT; NB TILE IN THE FOLLOWING BRANDS: ALLMET, ARMOR, ECO LOC, ENERGY LOC, GERARD, ROOF LOC, STONE LOC, STORM LOC, STORMTILE 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 and 2006 Intemational Building Code� (IBC) ■ 2009 and 20061ntemational Residential Code� (IRC) Properties evaluated: ■ Fire classification ■ Wind resistance ■ Weather resistance 2.0 USES The steel roofing panels described in this report are used as Class A, B or C roof coverings over new and existing roofs. 3.0 DESCRIPTION 3.1 General: The steel roofing panels are formed from SS Grade 33 minimum galvalume sheet steel having AZ50 Gass, hot- dipped, aluminum-zinc coating complying with ASTM A 792. Both sides of the panels are treated with a corrosion- inhibiting coating. The steel is 26 gage with a nominal base-metal thickness of 0.0179 inch (0.45 mm). After the panels are formed, the upper surface and flange edges are coated with crushed stone chips that are bonded to the panels with an acrylic resin. A clear acrylic overglaze is applied to the panels to complete the process. The panels, when installed, weigh 1.4 pounds per square foot (6.84 kg1m2). 3.2 Tile and Shake Panels: The Tile panels are 453/4 inches (1162 mm) wide by 15'/2 inches (394 mm) deep and weigh 5.83 pounds (2.65 kg). The dimensions are actual panel dimensions. The shake panels are 443/a inches (1137 mm) wide by 15'/2 inches (394 mm) deep and weigh 5.69 pounds (2.58 kg). The products are illustrated in Figure 1. 3.3 Canyon Shake Panels, Barrel Vault Panels, and NB Tile Panels: The Canyon Shake panels are 45 inches (1143 mm) wide by 16.5 inches (419 mm) deep and weigh 5.83 pounds (2.65 kg). The Barrel Vault panels are 43.84 inches (1114 mm) wide by 15.58 inches (396 mm) deep and weigh 5.31 pounds (2.41 kg). The NB Tile panels are 46 inches (1168 mm) wide by 16 inches (406 mm) deep and weigh 5.78 pounds (2.62 kg). The panels are illustrated in Figure 1. 4.0 INSTALLATION 4.1 General: All panels must be installed in accordance with the applicable code, this report and the manufacturer's published installation instructions. 4.1.1 Slopes: The panels must be installed on roofs with minimum slopes of 3:12 (25 percent). For roof slopes less than 3:12 (25 percent), the panels are considered decorative and must be installed over a roof covering system complying with the applicable code, subject to the code official's approval. 4.1.2 Underlayment: Underlayment must be a minimum of two layers of Type I(No. 15) or one layer of Type II (No. 30) asphalt-saturated organic felt complying with ASTM D 226, or one layer of Elk VersaShield recognized in ICC-ES evaluation report ESR-2053. 4.1.3 Severe Climate Areas: In areas where there has been a history of ice forming along the eaves and causing a backup of water, an ice barrier must be installed in accordance with IBC Section 1507.5.4 or IRC Section R905.4.3.1, as applicable. 4.2 Tile, Shake, NB Tile, Barrel Vault and Canyon Shake Panels (Batten and Counterbatten Applications): 4.2.1 Battens and Counterbattens: Wood battens must be nominally 2-by-2 or 1-by-4, having a specific gravity of 0.36 or greater. Batten spacing must be in accordance with the following: *Revised January 2012 ICC-L:S F.valvation Reports are rmt to be construed as represenling aestieetics o� arsy other attrihules not speciJicuffy ndcfressed rror are they to be conrlrued �� as ar endorsement oflhe subjec! oJ�the report or a recwnmenclatiort for i!s use. There is no warranty hy I('C Evaluation Service, IZC, e�rpress or implied as to any fir�ng or orher marrer in this reporl, or as to arry praduct covered fiy the repon. �: +��rMU .� �� Copyright OO 2012 Page 1 of 11 ESR-1491 I Most Widely Accepted and Trusted Page 2 of 11 Tile 143/8" (365 mm) Shake 14'/2" (368 mm) Canyon Shake 13'/8' (352 mm) Barrel Vault 14" (356 mm) NB Tile 14'/4' (362 mm) Counterbattens must be nominaliy 1-by-4, having a specific gravity of 0.36 or greater. Steel battens must be hat-shaped sections with a 1'/2-inch (38 mm) minimum height, fabricated from minimum No. 22 gage galvanized steel with a minimum base-metal thickness of 0.0299 inch (0.76 mm). Battens must be as shown in Figure 2. 4.2.2 New Construction For panels installed on solid, closely fitted or spaced sheathing, wood battens must be attached to the supporting framing members that are spaced a maximum of 24 inches (610 mm) on center, with corrosion-resistant ring-shank nails or screws through wood structural panel decking in accordance with Tables 1 and 2 or, for roofs without decking (spaced sheathing), in accordance with Tables 5 and 6 provided the space between boards is filled as necessary to provide the base for fastening. In-fill material must be of the same thickness as existing material. When counterbattens are used, they must be fastened to framing at a maximum of 24 inches on center. Steel battens must be attached to the supporting framing members that are spaced a maximum of 24 inches (610 mm) on center, with two No.10 by 3/4-inch-tong (19.1 mm), corrosion-resistant sheet metal screws into each framing member. Panels adjacent to the ridge are field-adjusted by cutting and bending vertically. Valleys must be framed using wood or steel counterbattens spaced 6 inches (152 mm) apart, fastened on both sides of the valley. Valley flashing must be No. 26 gage [0.0179 inch (0.45 mm)], corrosion-resistant metal with a minimum of 4 inches (102 mm) end lap and must be installed in accordance with Section 1507.5.7 of the 2009 IBC, Section 1507.5.6 of the 2006 IBC, or IRC Section R905.4.6, as applicable. Other flashings must comply with and be installed in accordance with IBC Section 1503.2 and IRC Section R9032 and the manufacturer's published installation instructions. All full-size panels must be fastened to the roof prior to the cutting of panels for placement at hips, ridges or valleys. The panels must be staggered a minimum of one module, and must be fastened to the battens with corrosion-resistant ring-shank nails or screws in accordance with Tables 1, 2, 5 and 6, as applicable. Fasteners must be positioned outside water channels along the down-turned edge of the panel. Care . must be exercised in nailing to avoid striking the finished surface of the panel or over-driving the screws. Ridge and hip boards must be minimum 2-by nominal lumber and project approximately 4 inches (102 mm) above the rafters or existing roof surface. The panels must be fastened to the side of the ridge and hip boards after mitering, cutting and bending, then capped with the appropriate trim. Gable ends must be capped with gable cap pieces, rake or barge molds, or individual trim caps. Roof openings and penetrations must be flashed, in accordance with IBC Section 15032 or IRC Section R903.2 and Figure 3. Care must be taken to adequately waterproof the openings and support them with additional blocking or roof framing as necessary. 4.3 NB Tile, Barrel Vault, and Canyon Shake Panels (Direct to Deck Application): 4.3.1 Battens: When required, wood battens at the first course of panels at the eave must be nominally 1-by-2 or nominally 1-by-4 SPF standard grade or better, and steel battens must be hat-shaped sections with a'/8-inch (22 mm) minimum height, fabricated from minimum 22 gage galvanized steel. 4.3.2 New Construction Application: The panels must be installed directly on a minimum 15/32-inch-thick (11.9 mm) plywood, close fitted sheathing or spaced sheathing complying with the applicable codes. Full-size panels must be placed starting at the eave course and fastened to either fascia board, wood battens or steel battens. Fasteners in accordance with Tables 1 and 2 must be placed into the front downturn portion of the panel, penetrating through the back of the panel beneath into the decking or close fitted sheathing, and into spaced sheathing in accordance with Tables 5 and 6 provided the space between boards is filled as necessary to provide the base for fastening. In-fill material must be of the same thickness as existing material. 4.4 Fire Classification—New Roofing: 4.4.1 2009 IBC and IRC: Steel roofing panels, when instalted in accordance with this section (Section 4.4.1), are recognized as Class A or Class B roof assemblies in accordance with ASTM E 108 or UL 790. 4.4.1.1 Class B(Assembly 1): When a Class B roof assembly is required, the installation must be on nominally 1-inch-thick (25.4 mm) wood structural panel decks or spaced sheathing, with fill-ins of nominally 1-by-4-inch boards covered with one layer of Type II (No. 30) asphalt- saturated organic felt complying with ASTM D 226, or one layer of mineral-surfaced 72-pound cap sheet, listed by an inspection agency accredited by the International Accreditation Service, and installed in the customary manner with 2-inch (51 mm) head laps covered by the panels. 4.4.1.2 Class B(Assembly 2): The panels must be installed on a minimum 15/32-inch-thick (11.9 mm) wood strudural panel, or spaced sheathing covered with one layer of Elk VersaShield underlayment recognized in E S R-2053. 4.4.1.3 Class A(Assembly 1): The panels must be installed on a minimum 15/3rinch-thick (11.9 mm) wood structural panel, or spaced sheathing covered with a minimum '/Z-inch-thick (12.7 mm) gypsum board or '/a-inch-thick (6.4 mm) G-P Gypsum DensDeck� mechanically fastened to the deck with optional one layer of Type I(No.15) felt over the gypsum board. This must be followed by nominally 2-by-2 batten strips mechanically attached to the deck in accordance with Section 4.2 with the panels nailed or screwed to the batten strips. 4.4.1.4 Class A(Assembly 2�: The panels must be installed directly on a minimum '/32-inch-thick (11.9 mm) wood structural panel or spaced sheathing covered with one layer of Elk VersaShield recognized in ICC-ES evaluation report ESR-2053. 4.4.1.5 Class A(Assembly 3): The panels must be installed on a minimum 15/3z-inch-thick (11.9 mm) wood structural panel or spaced sheathing covered with one layer of Elk VersaShield recognized in ICC-ES evaluation report ESR-2053, followed by the panels fastened to batten strips. 4.4.2 2006 tBC and IRC: Steel roofing panels installed over solid or Gosely fitted sheathing or spaced sheathing in ESR-1491 I Most Widely Accepted and Trusted Page 3 of 11 accordance with Sections 4.2 and 4.3 are recognized as Class A roof assemblies under the exception to Section 15052 of the 2006 IBC and Section R902.1 of the 2006 IRC. 4.5 Reroofing Application: 4.5.1 General: With the existing roof covering material removed, all conditions noted in Sections 4.1, 4.2, 4.3 and 4.4 apply. The existing roof must be inspected and prepared in accordance with the requirements of IBC Section 1510 or IRC Section R907. If the existing roof covering was installed on spaced sheathing, the gaps must be completely filted in to provide closely fitted decking having joints spaced approximately '/a inch (32 mm). For nonGassified roof covering system, additional structural sheathing boards must be attached to the roof framing to partially fill in the spaced sheathing as required to accommodate all batten fastening locations. 4.5.2 Tile, NB Tile, Barrel Vauft, Shake and Canyon Shake Panels (Batten and Counterbatten Application) Panels installed over existing wood shake, wood shingle, asphalt shingle or gravel-surfaced roofing must be subject to the conditions set forth in this section. Battens must be installed in accordance with Tab�es 3 and 4. Wood counterbattens must be installed paralfel to the framing (perpendicular to the eaves) at a maximum spacing of 24 inches (610 mm) on center and fastened in accordance with Tables 3 and 4. When the panels are installed over an existing classified roof, the resulting roof classification remains the same as the existing roof classification, except as noted in Section 4.5.3. When installation is over wood shingles or shake roofs, the entire existing roof surface must be covered with gypsum board, mineral fiber, glass fiber or other approved materials securely fastened in place in accordance with Section 1510.4 of the IBC or Section R907.4 of the IRC. As an altemate to the materials specified above, one layer of Elk Corporation's VersaShield underlayment (ESR-20531 must be used to cover the entire existing roof. For installations over existing built-up roof coverings, all loose gravel and debris must be swept off. Blisters in the plies must be cut and nailed flat. Raised perimeters, such as gravel stops, must be covered by the roofing system. Where the system is installed over integral gutters, a fascia board nailed to the rafters must be provided and installed outside the gutter. 4.5.3 Fire Classification—Reroofing (2009 IBC; 2009 IRC): 4.5.3.1 Class C: When installation is over existing nonclassified (nonrated) wood shakes and wood shingles, the ridge and hip caps must be removed. Existing roof coverings must be cut back flush with the fascia or barge cover. Wood counterbattens must be installed parallel to the framing (perpendicular to the eaves) at a maximum spacing of 24 inches (610 mm) on center. Counterbattens must be fastened to the framing members with corrosion- resistant nails or screws in accordance with Table 3. Battens must be fastened to the counterbattens with corrosion-resistant ring-shank nails or screws in accordance with Table 1 and 2. The panels must be fastened to the wood battens with corrosion-resistant ring- shank nails or screws in accordance with Table 1 and 2. New flashing must be installed over and around all existing valleys, vents and chimneys in accordance with the requirements of the applicable code. The valley used in reroofing must be as shown in Figure 3. When installed in accordance with this section, the resulting roof classification is Class C. 4.5.3.2 Class B: When a Class B roof assembly is required over an existing nonclassified (nonrated) roof covering, installation must be as described for the Class C roof in Section 4.5.3.1, with the following addition: Mineral- surfaced, 72-pound (32.7 kg) cap sheet, complying with ASTM D 3909, must be fastened in place over the existing roofing material with minimum 2-inch (51 mm) head and side laps, prior to the application of counterbattens and battens. The cap sheet functions as a fire-resistive sheet and is permitted to be used to satisfy the underlayment requirement of Section 4.1.2. As an alternative to using mineral-surtaced, 72-pound (32.7 kg) cap sheet for Class B installations, an underlayment of 1'/2-inch-thick (38 mm), foil-faced, fiberglass blanket insulation, or 1'/z-inch-thick (38 mm), foil-faced, fiberglass batt insulation placed between each batten, or one layer of Elk Corporation's VersaShield underlayment (ESR-2053), is permitted to be installed. Installation of the underlayment must be with the foil face up and 2-inch (51 mm) headlaps over the existing roof surface prior to the application of counterbattens and battens. 4.5.3.3 Class A: When a Class A roof assembly is required over an existing nonGassified (nonrated) roof covering, installation must be as described for the Class C roof in Section 4.5.3.1, with one of the assemblies described below. a. One layer of minimum '/a-inch-thick (6.4 mm) G-P Gypsum Corporation DensDeck� overlayment, followed by battens, must be placed directly over existing roof covering (mechanically fastened to the roof deck) or attached to counterbattens. b. One layer of Type G3 Cap Sheet, granule side up, must be placed over existing roof covering, followed by counterbattens mechanically fastened to the roof deck. Battens must be mechanically fastened to the counterbattens, followed by 1'/2-inch-thick (12.7 mm) FSK-faced insulation, foil face up, placed between each batten row. c. One layer of Elk VersaShield underlayment recognized in ESR-2053, followed by one layer of Type II (No. 30) asphalt-saturated organic felt complying with ASTM D 226 followed by the panels fastened to the batten strips. 4.5.4 2006 IBC and 2006 IRC: Steel roofing panels installed in accordance with Section 4.5.1 and over existing asphalt shingle or built-up roofing as per Section 4.52 are recognized as Class A roof assemblies under the exception to Section 1505.2 of the 2006 IBC and Section R902.1 of the 2006 IRC. 4.6 Wind Resistance: The maximum allowable wind uplift pressures are as shown in Tables 2 and 6. The installation must be as described in Section 4.0. 4.7 Live Loads: The Gerard steel roofing panels described in this report have an allowable load of 85 psf (415 kg/m2), when applied to 2-by-2 SPF battens at 143/a inches (365 mm) on center. 5.0 CONDITIONS OF USE The Gerard steel roofing panels described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: Page 4 of 11 ESR-1491 I Most Widely Accepted and Trusted 5.1 The panels must be installed in accordance with the 6.0 EVIDENCE SUBMITTED applicable code, this report and the manufacturer's 6.1 Data in accordance with the ICC-ES Acceptance published installation instructions. In the event of Criteria for Metal Roof Coverings (AC166), dated conflict between this report and the manufacturer's February 2011 (under the 2009 IBC and IRC) or May published installation instructions, this report govems. 2008 (under the 2006 IBC and IRC). 5.2 Prior to reroofing with the panels, the existing roof g_2 Engineering calculations for wind uplift tests and must be inspected and approved by the code official, gravity load tests. as required by the applicable code. 7,p IDENTIFICATION 5.3 A copy of the instructions must be available at all times on the jobsite during installation. If there are any Pallets of the steel roofing panels described in this report conflicts between the manufacturer's published must bear a label indicating the manufacturer's name, installation instructions and this report, this report age cy (Underwr te shnLabo atories) and the evaluation governs. report number (ESR-1491). 5.4 The roofing panels are produced in Brea, Califomia, under a quality control program with inspections by Undervvriters Laboratories Inc (AA-668). Ta61e 1: Wind Speed and Nla��nwm Me�n Roof Height for Coostructioo oser Sdid Deck � Roof Roof Slope 3:12 to 6:12 Panel Type Fastener Pattema ?anels over deck2 Panels over batten' C�ble Roof PanelType Panels overdeckZ Panels over batten; Hip Roof PanelType Panels overdeckZ Panels overbatten s 1 ? 1 2 3 4 Fa�posure B Gust W u�d Speed (rt�h) < 9p 100 I10 120 l30 60 60 60 60 60 60 60 60 60 60 6p 60 33 18 n/a 60 60 60 60 40 60 60 60 60 60 60 60 60 60 60 >6:12 to 12:12 Fas►ener Pattem' <120 130 1 b� 60 ? 60 60 1 b� 60 3 60 6� 5 6� (� Roof Slope 3:12 to 5.6:12 Fastener Pattem� 1 2 1 3 Ma�mrum Mean Roof Height (ft) 140 45 60 n/a 24 42 60 150 28 60 n/a n/a 26 60 < 9p 60 60 45 60 60 60 100 60 60 17 60 60 60 Ma�nrtum Mean Roof Height (ft) E�osure B Gust W ind Speed (rt4h) 140 I50 160 170 60 60 60 60 GO 60 60 60 60 43 27 18 hp 60 47 3l 60 60 60 60 �gp <120 60 60 60 60 n/a 60 21 6� 60 60 Fxposure C Gust W ind Speed (rt4h) ll0 120 130 6p 46 21 60 60 60 n/a n/a n/a 43 19 n/a 60 42 19 60 60 60 140 n/a 49 n/a n/a n/a 60 I50 n/a 26 n/a n/a n!a 32 Fa�osure C Gust W ind Speed (�h) 130 140 150 160 ]70 180 bp bp (p 60 47 27 bp bp 6p 6p 60 57 38 19 n/a n/a n/a n/a (�p 40 21 n/a n(a n/a bp 6p 60 60 42 25 Ma�num Mean Roof Height (ft) E�osure B Gust W ind Speed (mph) <100 110 120 130 140 150 60 60 60 60 60 60 60 60 60 60 60 60 Gp 6p 60 40 24 n/a 60 60 60 60 60 60 160 <100 60 60 60 60 n/a 60 60 60 E�osure C Gust Wind Speed (mph) I10 120 130 140 150 160 bp (p 6p 60 35 19 60 60 60 60 60 60 43 19 n/a n/a n/a n/a bp bp 60 60 32 17 For SI: 1 ft= 304.8 rrm, 1 mph = 0.44 m�s n/a - Not Applicable � Mean roofheights were detemnned frommaadmumalbwable wind uplift pressures (See Table 2) and wind loads calwlated in accordance with ASCE 7-05 for an enclosed building with im�ortance factor of 1.Q Ka = 0.85 & Ka = L0. Z Canyon Shake, Barrel Vauh & NB Tile over deck 3 Tile, Shake, Canyon Shake, Barrel Vault & NB tile over batten. 4 See Table 2 for fastener pattem description. ESR-1491 I Most Widely Accepted and Trusted Page 5 of 11 Table 2: Fastener Pattern & Maximum Allowable Wind Uplift Pressures for Solid Deck` Panel Type Fastener Components Roof Zones Pattem 1 2 3 Panels over � Panel' 8d @ 10.5" o.c. 8d (a� ] 0.5" o.c. 8d (a� 10.5" o.c. deck' (10 per panel) - 93.5 psf (10 per panel) - 93.5 psf (10 per panel) - 93_5 psf 2 Panel' 8d @ 10.5" o.c. 8d @ 525" o.c. 8d (�a, 525" o.c. (10 per panel) - 93.5 psf (18 per panel) - 12925 psf (18 per panel) - 12925 psf 1 Panel' 8d (a� 12" o.c. (5 per panel) 8d @ 12" o.a (5 per panel) 8d a, 12" o.a (5 per panel) Batten° 5 (1) 16d - 52.5 psf ( I) 16d - 52.5 psf (1) 16d - 52.5 psf 2 Panel' 8d �a, 12" o.c. (5 per panel) Sd (a), 12" o.c. (5 per panel) 8d @ 12" o.c. (5 per panel) Batten`•s (1) 16d - 52.5 psf (1)16d - 52.5 psf (2) 16d - 9125 psf Panels over 3 Panel' Sd (a� 12" o.c. (5 per panel) 8d @ 12" o.a (5 per panel) 8d @ 12" o.a (5 per panel) batten2 gatten°•' (1) 16d - 52.5 psf (2) 16d - 9125 psf (2) 16d - 9125 psf 4 Pane13 8d (a� 12" o.c. (5 per panel) 8d @ 12" o.c. (5 per panel) 8d @ 6" o.c_ (8 per panel) Batten'•s (1) 16d - 52.5 psf (2) 16d - 9 L25 psf (2) #8 - 15925 psf 5 Panel' 8d (a� 12" o.c. (5 per panel) 8d �a, 12" o.a (5 per panel) 8d @ 6" o.a (8 per panel) Batten`' (2) 16d - 9125 psf (2) 16d - 9125 psf (2) #8 - 15925 psf For SI: 1 in = 25.4 mm, 1 psf = 47.88 Pa ' Canyon Shake, Bazrel Vault & NB Tile over deck. Z Tile, Shake, Canyon Shake, Barrel Vault & NB tile over batten. 3 The panel fasteners are 8d - 2-3/8 inch long ring shank corrosion resistant nails or # 10. 2 inch long corrosion resistant wood screws ° The batten fastener into rafters are ] bd - 3-1 /2 inch long ring shank wrrosion resistant nails or #8- 3 inch long corrosion resistant wood screws_ 5 Batten fastening for new construction. For reroofing over existing roofing with counterbatteq see Table 3 for number of fasteners. 6 In jurisdictions enforcing the IBC and the IRC, the design wind pressure must be determined in accordance with IBC Section 1609.6 and [BC Tables 1609.6.2.1 (1), (2), (3) and (4); and IRC Section R301.2.1. ESR-1491 I Most Widel and Trusted 6of11 Table 3. Batten and Counterbatten Spacing and Fastener Requirements for Reroofing with CounterbattenandRafterofSpecifcGravity >0.36'� Type Wind Roof Type a�d �aPe Speed Gable Roof 9ope 3:12 to 6:126 GaMe Roof 9ope >6:12 to 12:12 Zone I Zone 2 Zone 3 (mph) EXpo�e B C B Zone 1 Zone 2& 3 Fasteners C B C B C 16d #8 16d #8 16d #8 I6d #8 16d #8 16d #8 B C 90 Batten� 2 1 3 1 3 16d �%8 16d #8 16d #8 16d #8 Coimterbatte� � 5 z 5 Z 6 2 2 1 3 � 3 (P = 125")" 14 I 4 10 14 7 14 4 14 � 3 � Co�mterbatten a 4 14 4 14 10 14 7 14 10 14 7 � 4 (P = 1.00") I0 14 7 14 4 14 4 14 4 14 nfa 10 10 I4 7 14 7 14 4 14 Coimterbatten(p=p_75^�4 7 �4 4 14 4 14 n/a 10 n/a 10 n/a 7 7 100 Batten' 3 � 3 � 4 2 14 4 14 4 14 4 14 Co�terbatten (p = l.25")' � p 1 q 7 14 4 14 q � 6 � n/a 3 3 � q � 3 � 4 2 Co�mterbatten (p =�.pp^ � �4 4 14 n/a ]0 10 14 7 14 7 14 4 14 )° 14 4 I4 4 14 n/a 10 n/a 10 n/a 7 14 7 14 4 Coimterbatten(p=0.75")' 4 14 4 � 14 4 lq' 14 n/a 10 n/a ] 0 n/a 7 n/a 4 4 14 4 14 4 14 n/a 10 110 Batten' 3 1 4 1 5 2 n/a 2 n/a 2 Coimterbetten + n/a 3 3 1 4 2 4 1 5 2 �P —� 25") 7 14 4 14 4 14 n/a 10 n/a 10 n/a 7 7 14 4 14 7 14 4 14 Co�terbatten (p = 1.00")^ 7 14 4 14 4 14 n/a 10 n/a l0 n/a 7 14 4 14 4 14 Coimterbetten (p = 0.75" 4 4 14 4 4 14 4 � 14 n/a 10 n/a 7 n/a 7 n/a 4 4 14 n/a 10 4 14 n/a 10 �Z� Batten' 4 1 5 2 6 2 n/a 3 n/a 3 Coimterbatten (p =�.zs^�+ 7 14 4 n/a 4 4 1 g 2 4 2 6 Z 14 4 14 n/a 10 n/a 10 n/a 7 7 14 4 i 4 4 14 4 14 Coimterbatten (p = 1.00")" 4 14 4 14 n/a 10 n/a 7 n/a 7 Coimterbatten + n/a 4 4 14 4 14 4 14 n/a 10 (p = 0.75") 4 14 n/a I 0 n/a 7 n/a 7 n/a 4 n/a 4 4 14 n/a 10 n/a 10 n/a 7 130 Batten' 4 2 5 2 n/a 2 n/a 3 Coim[erbatten n/a 3 n/a 4 4 2 6 2 5 2 n/a 2 (p = 125")° 4 14 4 14 n/a 10 n/a 10 n/a 7 n/a 4 4 14 4 14 4 l4 n/a 10 Co�mterbatten (p = 1.00")' 4 14 n/a ]0 n/a 10 n/a 7 n/a 7 Co�mterbatten (p = 0.75")° 4 14 n/a 10 n/a 7 n/a q °�a 4 4 14 n/a 10 4 14 n/a 10 n/a 4 n/a 4 n/a 10 n/a 7 n/a 10 n/a 7 140 Batten' S 2 6 2 n/a 3 n/a 3 Coimterbatten (p = 1.25")' 4 14 4 14 n/a � p ��a 7 n/a 3 n!a 5 5 2 �/a 2 6 2 n/a 3 Coimterbatten (p = 1.pp")^ 4 14 n/a 10 n/a 7 n/a 4 n/a 4 n/a 4 4 14 n/a ] 0 n/a 10 n/a 7� Coimterbatten (p = 0.75")" n/a 10 n/a 7 n/a 7 n/a 4 150 Batten' 5 2 n/a 2 n/a 3 n/a 4 n/a 4 n/a Sa 6a 2� n/a 2 n/a 2 n/a 3 Coimterbatten (p =].Zg^�+ 4 14 n/a 10 n/a ]0 n/a 7 n/a 4 n{a 4 4 14 n/a 10 ❑/a 14 n/a 10 Coimterbatten (p = 1.00")° 4 14 n/a 10 n/a 7 n/a 4 n/a 4 n/a 4 n/a 10 n/a 7 n/a 10 n/a 7 Coimterbatten (p = 0.75")" n/a ] 0 n/a 7 n/a 4 n/a 4 n/a 4 n/a n/a n/a 7 n/a 7 n/a 7 n/a 4 For SI: 1 ft= 304.8 mm, 1 in = 25.4 mm, 1 mph = 0.44 m/s n/a - Not Applicable � Nwnber of batten fasteners and counterbatten fastener spacing were determined from wind loads calculated in accordance with ASCE 7 for an enclosed building with importance factor of I.0 and NDS specifications. Maximum mean roof height is 40 ft. 2 The counterbatten and rafter shall be minimum Spruce-Pine-Fir or wood of specific gravity > 0.36. ' For batten to counterbatten attachment, the number of fasteners required at each intersection are shown for each wind load condition. ° For co�mterbatten to rafter attachment, the fastener spacings along coimterbetten are shown for each wind load condition. The counterbatten fastener shall penetrate into the rafter a minimiun distance (p) as shown on the table. 5 The batten and counterbetten fasteners are 16d - 3-1 /2 inch long ring shank corrosion resistant nails or #8 - 3 inch long corrosion resistant wood screws. 6 For hip roof betWeen 3:12 and 5.6:12, Zone 3 shall be treated as Zone 2. ESR-7491 I Most wdely Accepted and Trusted Page 7 of 11 Table 4. Batten and Counterbatten Spacing and Fastener Requirements for Rerooting with Counterbatten and Rafter of Specifc Gravity >0.5'� Cnat Type Roof Type and 9ope Wind CwMe Roof 9ope 3:12 to 6:126 Crable Roof 9ope >6:12 to 12: l2 Speed Zone 1 Zone 2 Zone 3 Zone 1 Zone 2& 3 (mph) Exposure B C B C B C B C B C Fastener5 16d #8 16d tt8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 90 Batten' I 1 1 1 2 1 2 1 2 1 3 1 1 1 2 1 1 1 2 1 Co�mterbatten (p = I 25")° 14 14 14 14 14 14 10 14 10 14 7 14 14 14 14 14 14 14 14 14 Counterbatten (p = 1.00")° 14 14 14 14 14 14 10 14 10 14 7 14 14 14 14 14 14 14 14 14 Counterbatten (p = 0.75")° l4 14 14 14 10 14 7 14 7 14 4 14 14 14 10 14 14 14 10 14 100 Batten3 1 1 2 l 2 1 3 1 3 I 4 2 1 1 2 1 2 1 2 I Co�mterbatten (p = 125")° 14 14 14 14 14 14 10 14 10 14 7 14 14 14 14 14 14 14 14 14 Cowiterbatten (p = 1.00")^ 14 14 14 14 10 14 7 14 7 14 4 14 14 14 14 14 14 l4 10 14 Coimterbatten (p = 0.75")° 14 14 10 14 7 14 4 14 4 14 4 ] 0 14 14 10 14 10 14 '7 14 110 Batten' 2 1 2 1 2 1 3 1 3 1 4 2 2 1 2 1 2 1 2 I Coimterbetten (p = 125")° 14 14 14 14 10 14 7 14 7 14 4 14 14 14 14 14 14 14 10 14 Co�terbeiten (p = 1.00")° 14 14 10 14 10 14 7 14 4 14 4 14 14 14 10 14 10 14 10 14 Coimterbatten (p = 0.75")° 10 14 7 14 7 14 4 14 4 14 n/a 10 ] 0 14 7 14 10 14 7 14 120 Batten3 2 1 2 1 3 1 4 2 4 2 5 2 2 1 2 1 2 1 3 1 Coimterbatten (p = 1.25")° 14 14 10 14 10 14 7 14 7 14 4 14 14 14 10 14 14 14 10 14 Counterbatten (p = 1.00")° 14 14 10 14 7 14 4 14 4 14 4 10 10 14 7 14 ] 0 14 7 14 Co�mterbatten (p = 0.75")° 10 14 7 14 4 14 4 10 4 10 n/a 7 10 14 7 14 7 14 4 14 130 Batten' 2 1 3 1 3 1 4 2 4 2 6 2 2 1 3 1 2 1 3 1 Co�mterbatten (p = 125")° 14 14 10 14 7 14 4 l4 4 14 4 10 14 14 10 14 10 14 7 14 Co�mterbatten (p = 1.00")" 10 14 7 14 7 14 4 14 4 14 n/a 10 ]0 14 7 14 7 14 7 14 Co�mterbatten (p = 0.75")° 7 14 4 14 4 14 4 10 n/a 10 n/a 7 7 14 4 14 7 14 4 14 140 Batten' 2 1 3 1 4 2 5 2 5 2 n/a 3 2 1 3 1 3 1 4 2 Coimterbatten (p = 125")' 10 14 10 14 7 14 4 14 4 14 n/a 10 10 14 7 14 10 14 7 14 Coimterbatten (p = 1.00")° 10 14 7 14 4 14 4 l0 4 10 nIa 7 10 14 7 14 7 14 4 14 Co�mterbatten (p = 0.75")' 7 14 4 14 4 10 n/a 10 n/a 7 n/a 4 7 14 4 14 4 14 4 10 I50 Batten' 3 1 3 1 4 2 5 2 6 2 n/a 3 3 l 3 2 3 1 4 2 Co�mterbetten (p = 1.25")' 10 14 7 14 4 14 4 14 4 10 n/a 7 10 14 7 14 7 14 4 14 Coimterbatten (p = I_00")° 7 14 4 14 4 14 4 10 n/a 10 n/a 7 7 14 4 14 7 14 4 14 Coimterbatten (p = 0.75")' 7 14 4 14 4 10 n/a 7 n/a 7 n/a 4 4 14 4 14 4 14 4 10 For SI: 1 ft= 304.8 mm, 1 in = 25.4 mm, 1 mph = 0.44 m/s n/a - Not Applicable ' Niunber of batten fasteners and co�mterbatten fastener spacing were determined from wind loads calculated in accordance with ASCE 7 for an enclosed building with importance factor of 1.0 and NDS specifications. Ma�cimiun mean roof height is 40 ft. Z The counterbatten and rafter shall be minimwn Douglas Fir or wvod of specific gravity > 0.50. ' For batten to counterbatten attachment, the nwnber of fasteners required at each intersection are shown for each wind load conditions. ° For co�mterbatten to rafter attachment, the fastener spacin� along coimterbatten are shown for each wind load condition. The co�mterbatten fastener shall penetrate into the rafter a minim�nn distance (p) as shown on the table. 5 The batien and coimterbatten fasteners are lbd - 3-1/2 inch long ring shank corrosion resistant nails or #S - 3 inch long corrosion resistant wood screws. 6 For hip roof betHeen 3:12 and 5.6:12, Zone 3 shall be treated as Zone 2. ' To convert wind speed from 3 second gist to fastest mile, use TaMe 16093.1 of the IBC or Table R301.2.1.3 of IRC. ESR-1491 I Most Widely Accepted and Trusted Page 8 of 11 Table 5: Wind Speed and Maximum Mean Roof Height for New Construction over Spaced Sheathing' Gable Roof Roof Slope 3:12 to 6:12 Maximinn Mean Roof Height (ft) Panel Type Fastener Exposure B Exposiue C Pattern° Gust W ind Speed (mph) Gist W ind Speed (mph) < 90 100 110 120 130 140 150 < 85 90 95 100 110 120 130 Panels fastened to I" x 4" batten 1 60 60 60 37 21 n/a n/a 60 60 60 46 19 n/a n/a 2 60 60 60 ` 60 60 38 24 60 60 60 60 60 I 37 17 1 35 17 n/a nla n/a n/a n/a n/a n/a nla n/a n/a n/a n/a Panels fastened to 2" x 2" batten' Z 60 60 34 . 18 n/a n/a n!a 60 48 29 18 n/a n/a � n/a 3 60 i 60 60 ! 49 28 17 n/a 60 60 60 60 27 n/a n/a Gable Roof Roof Slope: >6:12 to 12:12 Ma�cimum Mean Roof Height (ft) Panel Type Fastener Expos�e B Expos�ue C Pattern° Gust W ind Speed (mph) Gust W ind Speed (mph) < 110 120 130 140 150 160 170 < 100 110 120 130 140 I50 160 Panels fastenedto 1" x 4" batten 1 60 60 60 60 60 58 38 60 60 60 60 52 27 n/a 3 60 60 60 60 60 60 60 60 60 60 60 60 57 31 Panels fastened to 2" x 2" � 60 54 31 18 n/a n/a n/a 60 31 n/a n/a n/a n/a n/a batten' 3 60 60 54 32 20 n/a n/a 60 60 28 n/a n/a n/a n/a 4 60 60 60 60 60 60 50 60 60 60 60 60 39 21 Hip Roof RootSlope 3:12 to 5.6:12 Maxim�nn Mean Roof Height (ft) Panel Type Fastener Expos�ue B Expos�e C Pattern° Gust W ind Speed (mph) Gust W ind Speed (mph) < 100 110 120 130 140 150 160 < 90 100 110 120 130 � 140 150 Panels fastened to 1" x 4" batten 1 60 60 60 60 50 31 20 60 60 60 52 24 � n/a n/a 3 60 60 , 60 60 60 60 59 60 60 60 60 60 54 28 1 60 34 18 n/a n/a n/a n/a 48 18 n/a n/a n/a n/a n/a Panels fas[ened to 2" x 2" batten3 3 60 60 60 60 43 27 17 60 60 60 43 20 n/a n/a 4 60 60 60 60 60 40 26 60 60 60 60 35 17 n/a For S[: 1 ft= 304.8 mm, I mph = 0.44 m/s n/a - Not ApplicaMe ' Mean roof heights were determined from maximum allowable wind uplift press�es (See Table 6) and wind loads calculated in accordance with ASCE 7-OS for an enclosed buildinQ with importance factor of 1.0, K, = 0.85 & Kti = 1.0. � Canyon Shake, Barrel Vault & NB Tile fastened to nominal 1" x 4" SPF batten. 3 Tile, Shake, Canyon Shake, Barrel Vault Bc NB tile fastened to nominal 2" x 2" SPF batten. ° See Table 6 for fastener pattern description. Table 6. Fasteoer Pattern & Maaimum AllowaMe Wind Uplift Pressures o�er Speced Sheathin� PanelType Fastener Cortq�onents RoofZones Pattem 1 2 3 I pane�' 8d (�a, 10.5" o.a (10 per panel) 8d t(�, 10.5" o.c. (10 per panel) 8d (a� 10.5" o.c. (10 per panel) Batten°'S (1)16d-65.Opsf (1)16d-65.Opsf (1)16d-65.Opsf Panels fistened 2 p�e�3 8d @ 10.5" o.a (10 per panel) 8d @ 10.5" o.c. (10 per panel) Sd @ t0.5" o.c. (10 per panel) to 1" x4" batten� Batten°'s (1) 16d-65.Opsf (1) 16d-65.Opsf (2) 16d-892psf 3 p�e�' 8d (�a, 10.5" o.c. (10 per panel) 8d (�a, 10.5" o.c. (]0 per panel) 8d �a, 10.5" o.c. (10 per panel) Batten°'s (1) 16d - 65_0 psf (2) 16d - 892 psf (2)16d - 892 psf 1 p�e� 8d @ 12" o.c. (5 per panel) 8d (a� 12" o.c. (5 per panel) 8d (�a, 12" o.c. (5 per panel) Batten4� (1)16d-359psf (1)16d-35.9psf (l)16d-35.9psf 2 p�e� 8d (�a, 12" o.c. (5 per panel) Sd @ 12" o.c. (5 per panel) 8d (a), l2" o.c. (5 per pane� Panels fastened gatteo4 5 (1)16d - 35.9 psf (1)16d - 35.9 psf (2) 16d - 702 psf ro 2" x2" batten� 3 pa�e� 8d @ 12" o.c. (5 per panel) Sd (�a, 12" o.c. (5 per panel) Sd �a,12" o.c. (5 per panel) g�eo°'s (1) 16d - 35.9 psf (2)16d - 702 psf (2) 16d - 7Q2 psf 4 p�e� 8d �a, 12" o.c. (5 per panet) Sd (a� 12" o.c. (5 per panel) 8d @ 12" o.c. (5 per pane� Batten°'s (2) 16d - 702 psf (2) 16d - 702 psf (2) 16d - 702 psf For SI: 1 m= 25.4 mm, 1 ps f= 4Z 88 Pa � Canyon Shake, Barrel Vault & NB Tile fastened to norttinal 1" x4" SPF batten. z Tile, Shake, Canyon Shake, Barrel Vault & NB tik fastened to nominal 2" x 2" SPF batten. 3 The panel fasteners are Sd - 2-3/8 mch bng ring shank corrosion resistant nails or # 10. 2 mch bng cocrosion resistant wood screws. 4 The batten fastener into rafters are 16d - 3-i/2 inch long rmg shank corrosion resatant nails or #& 3 inch bng cortosan resistant wood screws. 5 Batten fastenmg for new constcuction. For reroofmg over existing roofing with counterbatten, see Tables 3 or 4 for number offasteners. 6 In junsdictions enforcing the IBC and the IRC, the design wind pressure rtwst be deteimined in accordance with IBC Section 1609.6 and IBC Tables 1609.62.1 1 2 3 and 4 and IRC Section R301.2.1. ESR-1491 I Most Wide/y Accepted and Trusted Page 9 of 11 zsm.� r �sam,� a5a• F•-- — n �w• rsb.w �somm� � pAOeat�q o�n r r+a�w �z��a �I � f �s�a- ,.as� � mm' (361.6nn1 � � ��_ 1' 11ommW I�ml TILE PANEL 15 1/2" X 45 3/4" r sae ro � csomm) r see �a �s°'*^� � t• Nomnai �i � I ,..�. ,�� ` ,. �,Y,., �� SHAKE PANEL 15 1/2" X 44 3/4" �� . i�� 4�� ri s�eorQn_sae� a3.8<" � NEi COVERAGE 42" � '__ — � 9 N �n ri ri C �L-7y�7:�� MISSION CAP 6° X 15 1/4" � .6�)' 6•\ h � '.,�r11D.:��11��'\�I!"\A/"\II� �1�/"�11�"�� I - - SHAKE CAP 6" X 15 1/4" �, � ..�,�i �y �;� -i ►- �• :�� T :; tl � .I` i � � 1 r �• ��,.� "I �.' �' 1NOM.1 � � n n � — f-i° (r+oa.) NB TILE TYPICAL PANEL PRQFILE 26 CA. �ALVALUTAE STEEL WITH 8'CNE COATED 7N:SH FIGURE 1—PRODUCT ILLUSTRATIONS -I I- " (�_) � � � o � L -i h r �.ar.> ESR-1497 I Most Widely Accepted and Trusted Page 10 of 11 MISSION TRIM FRAMING fOUR 2 X 2 5' APAifiT (OtIT- &DE EDC� TW0 2 X 2 S APART (Qllf- sioe �noq RIDGE NP (127rma (127mrnF SIIAKE TRIM FRAMINf TWO 2 X 2 ON TOP OF EACH Olfl@i �/� This rrwttqd Cert de ueed w�th �Ei�i Mbslon lthi. � Use tfris tt�eU�otl wMh 3halce caP «�M STEEL BATTEN CHANIVEL SECTIONS PANEL BATTEN CHANNEL SEGTfONS 1I � 12'�-11e � �� FIGURE 2—BATTENS ua'H , � �---2�� ESR-1491 I Most Wide/y Accepted and Trusted Page 11 of 17 1 x 4 COUNTERBATTENS �`;r'' �'% .. �/ � �< � rt ; � I 1 � _ r �� ' \ / f ° � �o� I %o� ' � ' � _, - j`' ��, `� '``�!I \_ -.. ` ' ��_ � �'' 2 X 2 �1i�N -� 50 x 50mm) Cut cYarr nols lor plp� purtr�YOn. RIO(iE TR�1i1 � � ` '---- i �. . . `_`� NOfQ1ARE ��^ � �. FIGURE 3—TYPICAL DETAILS /�I� RAK� 1 RIDOE C� J � MEASUqEMENTS FlAKE +ww ron . � t � � t. � I `. La� .�..J O ICC-ES Evaluation Report ESR-1491 Supplement Issued January 1, 2012 This report is subject to renewal on July 1, 2013. www.icc-es.orq �(800) 423-6587 �(562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 41 13—Metai Roof Panels REPORT HOLDER: GERARD ROOFING TECHNOLOGIES 955 COLUMBIA STREET BREA, CALIFORNIA 92827-2923 (714) 529-0407 www.qerardusa.com EVALUATION SUBJECT: STEEL ROOFING PANELS: TILE; SHAKE; CANYON SHAKE; BARREL VAULT; AND NB TILE IN THE FOLLOWING BRANDS: ALLMET, ARMOR, ECO LOC, ENERGY LOC, GERARD, ROOF LOC, STONE LOC, STORM LOC, STORMTILE 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Gerard Roofing Technologies steel roofing panels, recognized in ICC-ES master report ESR-1491, have also been evaluated for compliance the codes noted below. Applicable code editions: ■ 2010 Califomia Building Code (CBC) ■ 2010 California Residentia/ Code (CRC) 2.0 CBC The Gerard roofing panels described in master report ESR-1491 may be used where the CBC requires a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CBC Section 1505.1.3, provided installation is in accordance with the master report. The roofing panels may be used in the construction of new buildings located in a Fire Hazard Zone within a State Responsibility Area or any Wildland-Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of Sections 701A.3 and 705A of the CBC. 3.0 CRC The Gerard roofing panels described in master report ESR-1491 may be used where the CRC requires a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3, provided installation is in accordance with the master report and the additional requirements of Section R905.4 of the CRC. The roofing panels may be used in the construction of new buildings located in any Wildland-Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of Sections R327.1.3.1 and R327.5 of the CRC. The products recognized in this supplement have not been evaluated for compliance with the Intemational wldland-Urban Interface Code�. This supplement expires concurrently with the master report reissued July 1, 2011. LCC-h.;S Evaluation Reports are not to be construed as represenling aeslhelics or arry� other attributes not specifically addressed, nor are lhey to be construed � as an end��rsement ojthe subject of the reprut or a recommenda6onJbr irs use. '!'here rs no warranry by ICC E.valuation Service, /J,C, erpress or implied, as � �o orry finding or other maner in this report, or as m arry prodvct covered bi� �he reporr. ��PU��e�a � Copyright �O 2012 Page 1 of 1 • i 10-12-2012 Inspection Request Re ortin• • Page 17 4:21 pm Vail, CO - City Of l0P/9 12_0(41 Requested Inspect Date: Monday,October 15,2012 Site Address: 2633 CORTINA LN VAIL A/P/D Information Activity B12-0369 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type Occupancy: Use: Insp Area: Owner SCHORPP, HERBERT G Contractor: HORN BROTHERS ROOFING Phone: 303-274-1111 Description: REROOF:TEAR OFF EXISTING WOOD SHAKES AND INSTALL 43 SQUARES OF GERARD STONE COATED STEEL. Requested Inspection(s) Item 534 PLAN-FINAL CIO Requested Time: 08:00 AM ?' Requestor Phone: Comments 303-356-8545 Assigned To BGIBSON Entered By: MHAEBERLE K Action Time Exp: Item 90 BLDG-Final Requested Time: 10:30 AM Requestor Phone: Comments 303-356-!545 Assigned To JMO I'' ON Entered By: MHAEBERLE K Action r■. ∎Ima Time Exp: ( 61\51( Z f3AC)) Inspection History Item: 90 BLDG-Final Item: 534 PLAN-FINAL C/O REPT131 Run Id: 14896