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HomeMy WebLinkAboutB07-0210t TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT COMM BUILD PERMT Permit # B07 -0210 Project # PRJ07 -0202 Job Address: 241 E MEADOW DR VAIL Status ...: ISSUED Location.......: VAIL VALLEY TRANSPORTAION CENTER VISITORApplied ...: 07/10/2007 Parcel No....: 210108227002 Issued ...: 07/11/2007 Expires.....: 01/07/2008 OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT TURNER MORRIS,INC. 5054 MARSHALL STREET ARVADA CO 80002 License: 647 -B CONTRACTOR TURNER MORRIS,INC. 5054 MARSHALL STREET ARVADA CO 80002 License: 647 -B 07/10/2007 Ji u � C- 07/10/2007 Phone: 303 - 431 -1300 07/10/2007 Phone: 303 -431 -1300 Desciption: VISITOR CENTER REROOF -TEAR OFF EXISTING SHAKES AND REPLACE WITH DAVINCI SLATE Occupancy: Type Construction: Valuation: $33,299.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 FEE SUMMARY **+++*+s+*++s+ss++++s++s++*+* * * + * * * * * *r * + * * * + * * + + + + + + + + * * + *r Building - -> $482.15 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> $798.55 Plan Check - -> $313.40 Recreation Fee -- ---------- > $0.00 Additional Fees ---------- > ($798.55) Investigation -> $0.00 TOTAL FEES---- - - - - -> $798.55 Total Permit Fee--- - - - - -> $0.00 Will Call - ---> $3.00 Payments ----- --- ------- —> $0.00 BALANCE DUE — ------ > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 07/10/2007 JRM Action: AP INFO SUNMITTED CLASS A ROOF 110 MPH EXPOSURE Item: 05400 PLANNING DEPARTMENT 07/10/2007 RLF Action: AP ** rrrrr *rss +r * *rs +►ss *s ++ rrrrrrr+ rrrrrrr* rrr* rrrrrrrrrrrr *rrrrrrrr * +* rrrrrrr *rrrrrr +r +rrrr + + * ++ rrr * + * * + * *r + * ++ *rrrrrr * *r *rrr * * * * * * * +* *rrrr * + *rr ** ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B07 -0210 as of 07 -11 -2007 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT COMM BUILD PERMT Applied: Applicant: TURNER MORRIS,INC. 303 - 431 -1300 To Expire Job Address: 241 E MEADOW DR VAIL Location: VAIL VALLEY TRANSPORTAION CENTER VISITOR Parcel No: 210108227002 Description: VISITOR CENTER REROOF -TEAR OFF EXISTING SHAKES AND REPLACE WITH DAVINCI SLATE 07/10/2007 Issued: 07/11/2007 01/07/2008 Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. I I See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS 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. 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 towns 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 B LEPHON> AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. /� / ATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER �s u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Project #: 'O Building Pe it #: e rorrtage Rd. Vail, Colorado 81657 INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials UILDING: $ 3 3 � 9 9 ELECTRICAL: $' OTHER: $ PLUMBING: $ MECHANICAL: $ TOT/*: $ # Contact Eagle County Assessors Office at 970 - 328-8640 or visit ioi - 09;x- -27oo- )�- Job Name: ob Address: ILA I Legal Description Lot: 8 -r_ B Filing: V,, J /f ; JJ a q Subdivision: uetanea aescnpuon w vmrK: Tom/ l5A -r. NGi f / l c.� L✓! w V. ^C Work Class: New O Addition ( ) Remodel Repair ( ) Demo ( ) Other ( } Work Type: Interior ( ) Exterior I Both( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single - family ( ) Two-family ( ) .Multifamily ) Commen;ial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T ype of Fireplaces Existing: Gas Aggliances G21 Logs Wood /Pellet Wood Burning N2ffM of Fire aces Pro sed: Gas 82gliances j I Gas Logs Wood/Pellet Wood Bumin NOT ALLOWED Does a Fire Alarm Exist: Yes ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) OFFICE'USE ONL -kyvq/c QTY -b - I f�f DKI- , ORMS\Permits\ n9 417- 2007.1)OC Page 1 of 7 04/17/2007 Jul 10 07 01:51p Norma Ellis 9702625943 p.2 Town MVdl OFFICE COPY ��U I) Roof Proposal Vail Transportation Center Vail c0 Davinci Slate Jul 10 07 01:51p Norma Ellis 9702625943 p.3 ' d 4 4.6 1I1I 1I1I1�1I1 � I I i N/I�, I di dm d I d1 d 1 �1tI 11 i� 1 111 1 16 1 41 i 1 d Idt/ �Id ,d1 1d i 1I �1d1Id11111 ��/11d1lj1a® XIIIISIIdI�1/tdld1l/tI i � 1 1f 1111 1 d Idd d1d 4 1 I 4 1 , 1 11 1111 1 I �d d I I PROJECT: Vail Transportation Center Slate Roofs Reroof building three (refer to Turner Morris roof cad drawings) SCOPE OF WORK: Tear off existing shakes, replace new underlayment, and install new Davinci like slate product SPECIFICATION: I . Tear off existing wood shakes on building three. (Roof will be lcfl water tight at the end of each work day.) 2. Install Tamko High quality metal and tile bituthene underlayment on building three. 3. Individually waterproof each roof penetration. 4. Install new metal flashings according to the manufacturer's specifications. 5. Install the Davinci slate according to the manufacturer's specifications. (All Davinci materials and freight will be provided by the City of Vail.) 6. Install prefinished snow stops peppered 15 per square on building three, 7. Install 50' of 2 bar custom snow fence, below the solar panels on building 3. S. Install 30' 120v 6w per ft Bylin Roof Ice Melt System on upper eaves above solar panels of building 3. 9. Install 6" seamless K- style gutters below Bylin eave panels (painted to match existing). Install two 2 "x3" down spouts Kynar painted to match existing. Down spouts to drain into existing gutter. Install heat tape into gutters and down spouts. 10. Install 24 gauge Kynar prefinished drip edge on the rakes and eaves of building three. Step shingle will also 24 gauge Kynar prefinished to match. ,_Juded: Turner Morris will provide Fork lift, and crane to unload products and to load slate onto roofs. Exclusions: Electrical, snow removal, building permits, any Davinci materials not ordered correctly, the delivery, freight from Davinci, taxes, roof leaks caused by ice damming COMMERCIAL RJGE SYSTEDAS bC54 hfarshall Str =e; Summit County 303/431-1301-L) Office Arvada, CC) 80-002 Off970- 26� -�70D 3031431 -6400 Fex Jul 10 07 01:51p Norma Ellis 9702625943 p.4 DaV416 DaVinci Roofscapes have invented wonderfully thick, welt textured, natural looking slates which contain both colour blends and a variety of sizes of widths pre- packaged and ready for the roofer to install. You'll have to look real close to realize that it may not be real state. In many ways it actually tooks better with the random sizes, and thicker texture. DaVinci State reveals an absolutely elegant architectural appeal. The real ultra rich took of real slate but at a more affordable price both for materials and installation. This product is light weight, hail resistant, easy to walk on, high impact resistance, with authentic looks and colours. This is by far the most natural looking slate we have ever seen. bar none. In terms of texture and realism the DaVinci Slate is the best looking in the industry, especially with its multiple widths and unique pre -blend colour offerings. Now to top this off, they have released, in the summer of 2005, a brand new profile called DaVinci Shake. It is thicker and longer than the states and comes in three (soon four) realistic wood shake colours. These polymer shakes have a subtle colour blend to enhance the beauty of their 5/8" thick synthetic shakes, and they do an excellent job of mimicking real medium thickness resawn wood shakes. For those of you on the Westcoast, the Pacific Northwest, and in Southwest SC where wood look is the first choice, these DaVinci Shakes offer everything you are looking for. "DaVinci Shake synthetic shingles showcase nature's gorgeous colours and textures... while delivering a level of performance never before seen in a synthetic" 'The ideal blend of natural beauty and advanced technology, with none of the pitfalls of real wood. Its a beautiful blen&indeed." The features of DalVind Shake include: littp.-,/ ,.A• w,�v .roofizlastore.cwDa`'iuci.htnl 7/10/2007 Jul 10 07 01:52p ' Da`iisci. Thickness Norma Ellis A 518" profile is over twice the thickness of other synthetic shakes. Extra Thickness deepens shadow -tines for an authentic top -grade appearance. 4- Deep- Grained surface texture also enhances natural beauty. Multiple Widths 9702625943 Produced in an equal mix of 9 ", 8 ", 7", 6" and 4" shakes. - Creates a non - repeating natural look...as opposed to the man -made look of other "wide- panels" or other three size only synthetic shakes. http:i itvxvw .roofin�store.cwDaVinci.htm p.5 7/10/2007 Jul 10 07 01:53p Norma Ellis 9702625943 p.8 TAMKOe TW METALS AND TILE PRODUCT DATA Underlayment DESCRIPTION TAMKO$ TW METAL AND TILE UNDERLAYMENT is a flexible, fiberglass reinforced, self- adhering rubberized asphalt sheet membrane with a polymer film on the surface and a removable treated release film on the adhesive side. USES TAMKO TW METAL AND TILE UNDERLAYMENT is well suited for use as an underlayment where prevention of water penetration is required prior to installation of a metal roof system or a mechanically fastened the roof system'. TW Metal and Tile Underlayment also provides secondary protection against water penetration after installation of the roof system. When fasteners penetrate the TW Metal and Tile Underlayment membrane during installation of a metal roof system, the metal roof systern manufacturer's recommendations should be followed to assure watertight integrity at the fastener penetrations. •P.etore installing TW Metal and Ti'e Underlayment under copper rooting, a dasign professional must be vnsuiten to enay" tns intera n Of the building, root deck, and root assembly with regards to adequate temperature resistance. ADVANTAGES • Textured surface provides skid resistance. • Strong fiberglass reinforcement for added stability during installation. • Split treated release film for easier installation, • Meets ASTM D 1970 for nail sealability of self - adhering roofing underlayments. • High temperature resistance up to 250° F. • Can be left exposed for up to 90 days before applica• lion of finished roof. • ICC -ES Legacy Report ER -5939 • Miami -Dade County Florida NOA 02- 0110.01 Exp. 07/05/07 • Florida Building Code Approval # FL 1478 LIMITATIONS - Membrane should not be applied to damp, frosty or contaminated surfaces. • Membrane should not come into contact with prod- ucts containing coal -tar pitch. - Best applied at temperatures of 40 °F and higher. 2 Square Roll Size 200 sq. ft. Roll Dimensions 39 -3/8" x 61' Thickness 75 mil Rolls Per 37" x 47" Pallet 20 rolls "All values stated as nominal. 1 T r'wria. I-. I . -- -- - - - -- Typical Value Property Test Method 30 ibf /in. Tensile Strength, Membrane ASTM D 1970 40% Elongation Modified Bitumen Portion ASTM D 1970 15° F Low Temp. Flexibility ASTM D 1970 ASTM D 1970 15 {bffft width (min.) Adhesion to Plywood at 75° F ASTM E 96 (BW) 0.05 perms (max.) Permeance CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen.. Do not burn this product. Corporaite om 220 West 4th Street, Joplin, Missouri 64801 800- 641 -4691 TAMKO° Corporate Central District 220 West 4th Street, Joplin, Missouri 64801 800 -641 -4691 800 -368 -2055 Northeast District 4500 Tamko Drive, Frederick, Maryland 21703 2300 35th Street. Tuscaloosa. Alabama 35401 800.228 -2656 HOIQ.DIlli6 PR000C'f'S Southeast District 7910 South Central Expressway, Dallas. Texas 75216 800443 -1834 Southwest District District 5300 East 43rd Avenue, Denver, Colorado 80216 800-530-8868 Western 'iv imiadnn MIW,107 Ju1 10 07 01 :53p Norma Ellis 9702625943 p.9 TAMKO TW Metal and Tile Dnderlayment APPLICATION INSTRUCTIONS SURFACE PREPARATION To begin, remove any dust- dirt, loose nails or other protrusions from the deck of new roofs. Remove all sMngles, roofing felt; nails, or other existing roofing materials and debris from the deck of existing roofs. Sweep tho ouphly to remove any dust and dirt. For best application, apply TAMKO TW METAL AND TTI.L-• UNI DERLAYMEN 1 only in fair weather and when air, substrate, and membrane temperatures are above 40° F. FOR ROOF DECKS App!: TAMKO TW METAL AND TILE UNDF.RLAYMhNT from low to high point in shingle fashion as shown below, n that laps Shrill shed ,*ester- ON-crisp edge seams 4 ". Ind seams should be overlapped 6" and staggered_ Wherc nexx scary, the membrane rrsae' be unrolled and cut into 14 to I cfoot lengths. Align the membrane on the lower edge of the roef Remove the release film from the membrane then press the membrane into place. Roll lower edges firmly with a wallpaper roller or other hand roller, "Broom it, to installed membrane using an industrial flat broom or squeegee. bear down on the installed membrane with the broom or squeegee to insure total, even adherence to the substrate. Care should be taken not to damage the surface when broommg. FOR VALLEYS AND RIDGES Where necessary, the membrane may be unrolled and cut into 4- to & -foot lengths. Pecl the release film and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge outward in each direction. For valleys, apply the membrane Starting at the lowest point and work upward. Overlap all sheets a wanrnturn of 6 inches. The TW METAL AND TILE UNDERLAYNIENT should be used on "closed valley" applications only 'TCht MFIALAND TU.E tTNDER- LAYMENT should not be left permanently exposed to the weather. It must be covered by roofing materials. TW METAL AND TILE UNDERLAYMENT FIELD APPLICATION qrt r•. �1 �1 rn j 4 -edge lap , , if W VALLEY FLASHING DETAIL • Vie/ rsr4eYie I ' �- r -- _ 1 r� I i i i PROVIDE VENTILATION WHEN USING OVER THE ENTIRE ROOF DECK Wilen using TW METAL AND TILE UNDERLAYMM TT over the entire roof +leek the roof must include a system to provide adequate ventilation for all space immediately below the roof deck. Such ventilation system should be designed in accordance with architectural design standards appropriate to the size, nature, and location of the structure and should include both ridge and soffit venting. For further information on providing adequate ventilation contact your architect, building contractor, building materials supplier, or TAMKO IMPORTANT: 'files can slide during roof loading and until properly fastened. In order to protect TW Metal and Tile Underlayment from damage, care must be taken to insure stability of stacked tiles, Fasteners and batten strips must be used when install - ing tiles over TW Metal and Tile. TAMKO requires the fastening of every the in addition to mortar or adhesive, or foam regardless of the slope. These are TAMKO's minimum requirements. State and local registrations may contain additional requirements. 112017 T.A.AK0 Building Products, Inc. TAN4KO` is a registered trademark of TANIKO building Products. Im. This product is covered by a 5 -year limited warranty. For information regarding or a eery of TMvIDW's limited warranty, contact your local TANIKO representative, visit us online at mr%vw.tamko.com, or call us at 800 - 641 -46yt. Jul 10 07 01:54p Norma Ellis 9702625943 p.10 The NRCA Roofing and Waterproofing Manual— Fourth Edition 1027 Note: Asphalt roll roofing material should not be applied to roof decks with a slope less that) 2 inches per foot (17 %). There is one exception to this: 19 inch (483mm) selvage edge (double- coverage) roll roofing may be applied on roof decks having a slope of 1 inch per foot (8.3 01o) or more, provided the deck has uniform slope to drain the roof. All water should drain off the roof by forces of gravity, rather than remain on the roof in small puddles and be expected to evaporate. B. Asphalt Shingles may be applied: e On roof decks having a slope of 4 inches per foot (33%) or more, ii a minimum of one layer of No. 15 asphalt saturated (non - perforated) ASTM D -226 or ASTM D -4869 felt is applied horizontally (in "shingle" fashion) to serve as the underlayment. e On roof decks having a slope of 3 inches per foot (25%) or more, if two layers of No. 15 asphalt saturated non - perforated ASTM D -226 or ASTM D -4869 felt are applied "shingle" fashion as underlayment.. with 17 inch (432mm) exposure and 19 inch (483mm) sidelap. Note: NRCA does not recommend application of asphalt shingles, at maximum exposure, on slotaes iess than 3 inches per foot (25 %). Some manufacturers will allow application of asphalt shingles on lesser slopes. However more stringent undertayment specifications and reduced shingle course exposures, as Weil as careful consideration of roof layout, valley details and climatic conditions are thought necessary by NRCA. Note: NRCA suggests that interlocking asphalt shingles, laminated shingles, and no- cut -out strip shingles be applied on roofs with a slope of 4 inches per foot (3301o) or greater. Due to the relative irregular runoff surface of some interlocking and laminated shingles, some valley constructions have experienced hampered runoff in the valleys. Depending upon the valley type specified, valley slope, and the root areas orientation into the pre- vailing weather, some interlocking and laminated shingles may be most successfully used on slopes of 4 inch- es per foot (33 %) and steeper —where runoff is aided by the additional slope. Bear in mind that with some adjacent sloping roof areas intersecting in a valley, the actual slope of that valley may be less than the slope of the adjacent field of the roof. (See Item 3.7, Valleys, for additional information.) When interlocking, laminated or no -cut- out strip shingles are to be applied on slopes less than 4 inches per foot (33 %), it is recommended that careful consideration be given to underlayment specifications, climatic conditions that may be anticipated, valley flashings and other details. 1.5 Additional Underlayment Requirements and Ice Dam Protection Membranes A. When a single layer of underlayment is required, one layer of No. 15 asphalt saturated (non- perforated) felt should be applied horizontally. Heavier underlayment is usually not necessary unless required by local building code, or area standards. NRCA recommends that the No. 15 asphalt saturated felt meet or exceed the standards set forth by ASTM D -226 or ASTM D -4869, for Type I fett. In single layer applica- tions, all felts should be lapped a minimum of 2 inches (51 mm) over the preceding felt sheet. Endlaps should be a minimum of 4 inches (102mm). The underlayment should be fastened appropriately for the slope of the roof, as necessary to hold the felts in place until the installation of the primary asphalt roofing materials. B. When a double -layer underlayment is required, two layers of (at a minimum, No. 15 asphalt- saturated [non - perforated)) felt should be applied horizontally, as shown in Figure 1. First, a 19 inch (483mm) wide starter sheet should be applied along the downslope roof edge (e.g., eave). A full -width sheet should then be applied, completely covering the starter sheet. Succeeding sheets should be lapped 19 inches (483mm) over the preceding sheets, leaving a 17 inch (432mm) exposure. End laps should be a minimum of 6 inches (152mm). It is suggested that the felts be nailed as necessary to hold the felts in place until the primary steep -slope asphalt roofing material is applied. C. Regardless of the type of underlayment required, or the slope of the roof, in locations where the January mean temperature is 30°F ( -1 °C) or less, NRCA suggests installation of an ice dam protection membrane. An ice dam protection membrane may consist of: e Two plies of No. 15 asphalt- saturated organic felt, one nailed to the deck and the second set in hot, Type III (steep) or Type IV (special steep) asphalt or asphalt lap cement e A combination of a heavy weight coated base sheet nailed to the deck, and another felt ply or plysheet set in hot steep asphalt or asphalt lap cement 9 A self- adhering polymer- modified bitumen membrane, ASTM D 1970. Jul 10 07 01:54p Norma Ellis 9702625943 p.11 1028 The NRCA Roofing and Waterproofing Manual -- Fourth Edition _ The ice dam protection membrane should be applied starting from the downslope perimeter (e.g., eaves) and extending upslope a minimum of 24 inches (610mm) from the inside of the exterior wall line of the building. (See Figures 1 A and 1 B.) Note: On slopes less than 4 inches per foot (25 %), NRCA recommends the ice -dam protection membrane be extended a minimum of 36 inches (914mm) upslope from the inside of the exterior wall line of the building. Note: Ice dam protection membranes, by themselves, cannot be relied upon to keep teaks from occurring. Careful consideration of roof ventilation, insulation, and project specific detailing for the particular climatic conditions is vital. Also, self- adhering modified bitumen underlayment must not be left exposed for long peri- ods of time. Self- adhering modified bitumen undedayments should be covered with the primary roofing .mater- ial as soon as practical to prevent premature degradation of the modified bitumen material. Table 3 Approximate area of the United States that has an average January temperature below 3D°F ( -1 "C). METAL DRIP - EDGE AT RAKE APPLIED OVER UNDERLAYMENT STAGGER FELT PLIES OF UNDERLAYMENT BACK -NAIL SHEETS MATERIAL ADHERED UP TO A -- POINT 241 (610mm) (OR 36° (914mcn) -= -- -AS REQUIRED) INSIDE THE EXTERIOR WALL LINE OF BUILDING TO PROVIDE AN ICE DAM - WOOD DECK PROTECTION MEMBRANE 2 (483mm) 1s° (4S3mm) 17' _ (432mml ` METAL DRIP AT DOWNSLOPE EDGE APPLIED DIRECTLY ON DECK OR OVER A NARROW WIDTH OF ASPHALT- SATURATED FELT TO SERVE AS A SEPAFIATOR NO. 15 ASPHALT - f SATURATED FELT \ STARTER COURSE COVERED WITH ASPHALT CEMENT FIRST AND SUCCEEDING COURSES OF UNDERLAYMENT TO BE 36' 1914mm) WIDE AND LAPPED 19' (483rnml NOTE - ALL WCIGIrrS AND DIMCNSIONS An[ APPnOXiMATC Figure 1A Application of double layer feR underlayment and eave flashing as ice dam protection membrane. Jul 10 07 01:55p Norma Ellis 9702625943 p.12 The NRCA Roofing and Waterproofing Manual —Fourth Edition im 19.R 483mm) 36' METAL DRIP -EDGE AT RAKE APPLIED OVER UNDERLAYMENT METAL DRIP AT DOWNSLOPE EDGE APPLIED DIRECTLY ON DECK OR OVER A NARROW WIDTH OF ASPHALT- SATURATED FELT TO SERVE AS A SEPARATOR STAGGER SACK -NAIL SHEETS �I WOOD DECK' - - -\ • `- (483mm)\ " PLY OF SELF - ADHERING UNDERLAYMENT MATERIAL ADHERED UP TO A POINT ?A" (610min) (OR 38' [914mm] AS REQUIRED) INSIDE THE EXTERIOR WALL LINE OF BUILDING TO PROVIDE AN ,ICE DAM PROTECTION - MEMBRANE " " FIRST AND SUCCEEDING COURSES OF NO. 15 ASPHALT- SATURATED FELT UNDERLAYMENT TO BE 36" (914mm) WIDE AND LAPPED 19" (483mm) NOTE - ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE Figure 1B Application of self- adhering modified bitumen underlayment material as lee clam protection membrane. 1.6 Requirements for Fasteners Following are the requirements for fasteners that are used to attach asphalt roofing materials that are installed for use as steep -slope roof coverings. A- Attach asphalt roofing materials and asphalt shingles with round -head, sharp- point, galvanized (or the equivalent) steel or aluminum roofing nails with barbed or otherwise deformed shanks. R. Roofing nails should be made of 11- or 12 -gauge wire, and the heads should be 3/s inch (1 Omm} to '/1, inch (12mm) in diameter as recommended by the specific shingle manufacturer. C. Nails should be long enough to penetrate through all layers of roofing materials. Nails should extend through the underside of plywood or other acceptable wood panel decks, and penetrate at least . inch (19mm) into wood plank decks. D. Re -cover roofing (the application of new asphalt roofing materials over existing asphalt roofing materials), requires the use of longer nails to adequately penetrate the deck as appropriate for the specific deck type. (See Asphalt Shingle section of the Reroofing Chapter for additional information.) E_ The nailing of hips, ridges and some on -roof accessories (e.g., shingle -over ridge vents) requires the use of longer nails, as the fastener generally must penetrate through more layers of roofing before it can pene- trate the roof deck. F The number of nails required for each product is specified in the manufacturer's instructions. Cautionary note: Some building codes currently dictate the number of fasteners to be used with asphalt shingles. G. When gypsum, concrete plank, cement wood -fiber or similar non -wood materials are used for the roof deck, special fasteners and other specific fastening details are required to provide securement of asphalt roofing materials. In such cases NRCA urges that the fastening specifications be agreed to by the deck material manufacturer and the asphalt roofing manufacturer. Jul 10 07 01:56p Norma Ellis 9702625943 p.13 The NRCA Roofing and Waterproofing Manual— Fourth Edition 1107 Figure 5 Example of offset commonry uses wan plain Ulu. ;Uglju a.v �� �••� -••- width of the tile. hlgure O uampIB vl larvua a.ww.. •a.n.,� ....�........... r- -- ---- - -- -- -- -- 22 Roof Deck Inspection NRCA recommends that the roof deck be inspected prior to the application of the roofing to ensure that no significant delamination, warpage, bowing, or separation from the rafter or trusses has occurred. If wood panel sheathing is to be used as the substrate for the tile, check that panels are spaced approximately A inch (3mm) to allow for expansion. 2.3 Fasteners 2.11 Nails A. If nails are used to attach tiles to wood plank, boards, or wood panel roof decks, the nails should be round -head, sharp - point, of a minimum 1 I Stubs gauge, hot- dipped galvanized nails, stainless steel, Jul 10 07 01:56p Norma Ellis 9702625943 p.14 1105 The NRCA Roofing and Waterproofing Manual— Fourth Edition copper, bronze, or cut brass roofing nails. Nail heads should be low profile, smooth, and flat. Shanks may be smooth, barbed, or otherwise deformed for added pull -out resistance. B. Nails should be long enough to penetrate through all layers of roofing materials and achieve secure anchorage into the roof deck. Nails should extend through the underside of plywood or other acceptable wood panel decks, and penetrate at least Y• inch (19mm) into wood plank decks. (See Figure 7_) PROPERLY IMPROPERLY DRIVEN DRIVEN � I UNDERDRIVEN OVERDRIVEN DRIVEN STRAIGHT, NOT DRIVEN FAR ENOUGH, DRIVEN TOO TIGHT, GOOD PENETRATION INADEQUATE DECK CRACKING OR PENETRATION. HIGH NAIL BREAKING THE TILE COULD ATTRIBUTE TO CRACKING OR BREAKING OF THE OVERLYING TILE. TILE UNDERLAYMENT PLYWOOD ROOF DECK NOTE -1. ALL DIMENSIONS INDICATED ARE APPROXIMATE Figure 7 Proper and improper nailing of tile. C. The minimum shank diameter should be 0.120 inches (3mm) or No. 11 Stubs gauge. Consideration should also be given to the slope of the roof, weight of the tile, and snow, wind and seismic toads as they relate to the attachment and fastener selection for a specific project. D. When attaching tiles, nails should not be driven with heads forced against the tile, drawing the tile tight to the substrate. Instead, nails should be driven so that the nail head clears the surface of the tile. and the the hangs on the nail. 232 Other Methods of Attachment Other methods of attaching file include using clips, hooks, straps, and wire-tie systems. Designers should consult the the and fastener manufacturers for specific fastener requirements and recommendations. 2.4 Perimeter Flashing — "Drip- Edge" Depending upon the severity of the climate and anticipated rainfall and freeze -thaw cycling, the use of perimeter drip -edge metal flashing may be considered for use with tile. However, for many tile roofing pro- jects, perimeter metal flashing is not specified because specific perimeter tiles are used for finishing rakes, etc. If perimeter metal flashing is considered, NRCA recommends that metal flashing be formed with a drip - edge (along the bottom) to allow water to drip off the edge of the roof without affecting the underlying Con- struction. Where perimeter flashing is specified, NRCA recommends that heavy gauge (e.g., 24 gauge) pre - painted, galvanized steel or an equivalent coated aluminum, copper, or stainless steel material be specified for use along perimeter roof edges. The following procedures may be used to install perimeter drip -edge flashing: A. Apply the underlayment felt or self- adhering ice dam protection membrane under the flashing, extending up the rake. B. Extend the underlayment to lap over the flashing's upper flange, along the downslope edges of the roof. Jul 10 07 01:57p Norma Ellis 5702625943 F.15 • The NRCA Roofing and Waterproofing Manual — Fourth Edition 1109 C. The upper flange of the metal flashing should extend back up the slope of the roof 2 to 3 inches (51 to 76mm), or more as required, to rest smoothly on the roof deck. Secure the flashing with appropriate iength nails spaced approximately 10 inches (254mm) on center as shown in Figure S. Stagger nail the metal to prevent splitting the underlying wood construction. Note: in some regions, downslope metal flashing is not commonly used with certain types of tile. STRIP OF NO. 30 \ 1 FELT ON DECK �\ FIELD FELT - -� �r OVERLAPS _ FLANGE F 1 EXTENDED r EDGE UNDERLAYMENT —� 1I PERIMETER ROOF DECK DECK FLASHING OPTION A \� -TO ROOFING NAILS • _' -�'f -l" �� EXTENDED PERIMETER --- I DRIP -EDGE FLASHING OVER UNDERLAYMENTI ALONG RAKES I TRIM AND BEND IN EXTENDED PERIMETER DRIP -EDGE TO FORM CLOSURE ••—FLASHING BELOW UNDERLAYMENT AT CORNER ALONG DOWNSLOPE PERIMETER EDGES \� FIELD FELT i/ OVERLAPS r FIELD FELT" FLANGE / /� OVERLAPS FLANGE RAISED`"-.\ ROOF _EDGE , ROOD PER METER EDGEy! PERIMETER DECK FLASHING DECK J FLASHING OPTION B OPTION C NOTE -ALL WEIGHTS AND DIMENSIONS ARE APPROXiAAATE � Figure 8 Application of extended drip -edge metal flashing at eaves arty r0nww + .o'.�.. types of file roofing. D. In high wind areas, nail spacing should be more conservative to resist the higher wind -uplift pressures. Until research has established design guidelines and fastening schedules for attaching perimeter metal flashing on steep -slope roofs, a rule of thumb is to fasten the perimeter flashing approximately 4 inches 0 02mm) on center in high wind areas. Jul 10 07 01:57p Norma Ellis 9702625943 p.16 The NHCA Roofing and Waterproofing Manual— Fourth Edition 1213 The following criteria are important to bear in mind when determining the appropriate step flashing size: • Headlap: The step flashing must be Longer than the exposed surface of the slates, so that the step flash - ings overlap each other by a minimum of 3 inches (76mm). On relatively low slopes in severe climates, or at roof -to -wall intersections that are expected to be oriented into wind - driven rains, it is suggested to specify more than the minimum 3 inch (76mm) headlap. Four inches (102mm) of step flashing headlap may not. be uncommon on roofs less than 8:12 (67 %) slope and /or in severe climates. • Vertical Extension Up Wall: The step flashing should extend up the wall or vertical surface sufficiently to allow the siding, cladding, or metal counterflashing to overlap the step flashing by a minimum of 2 inches '---I mm). For example, the step flashing should be extended approximately 4 inches (102mm) up the adja- cent wall or vertical surface if the siding, cladding, or metal counterflashing is to be kept 2 inches (51 mm) aoove the finished roof surface. The extension up the vertical wall is critical so the wall cladding /siding may overlap the step flashing by at least 2 inches (51 mm). • Extension onto Roof: The step flashing should extend approximately 4 inches (102mm) onto the field of the roof, so that each step flashing overlaps the underlying slate by approximately 4 inches (102mm). Some contractors in severe climates prefer to use a step flashing that extends 5 inches (127mm) or more out onto the underlying slate. • Thickness or Gauge of Metal: The step flashing should be made from a durable material and I>e of thick enough gauge to achieve at least the expected design life of the steep -slope roof covering used with it. For chimney flashings, NRCA recommends a minimum of 20 ounce (0.685mrn) copper or another metal com- patible with surrounding components, that has anticipated design life at least equivalent to the slate being specified. The following procedures may be used to install step flashing at vertical walls, prior to the application of the wall cladding or siding. A. Extend the underlayment felt approximately 3 to 4 inches (76 to 102mm) up the vertical wall. (See Figure 23.) i 3" (76mm) MIN. STEP F UNDERiAYMENT FLASHING HEADLAP�� Fi' %"'--- EXTENDING UP i + \ / SiDEWALL y/ STEP FLASHING WALL COVERING — �_ EXTENDING 4" UNDERLAYMENT �\ (102mrn) MINIMUM UP WALL SIDING /CLADDING - - MAINTAIN 2' 1" (51mm) ABOVE WALL CLADDINWSIDING I. / ROOF SURFACE r SERVES AS J/ COUNTERFLASHING AND SHOULD OVERLAP j STEP FLASHING A 11 MINIMUM OF 2' (51mm) -- SLATE I NOTE - DIMENSIONS ARE APPROXIMATE Figure 23 Use of metal step flashing for weatherproofing the intersection of a sloping roar and vertical wall. B. install the starter course. Butt the starter course that intersects the wall firmly against the wall, and fasten the slate in place. C. Apply the first piece of metal step flashing over the starter course, so that the step flashing extends Jul 10 07 01:58p Norma Ellis 9702625943 p.17 1214 The NRCA Roofing and waterproofing Manual— Fourth Edition approximately 4 inches (102mm) up the vertical wall. Extend the metal step flashing so that it overiaps the end of the starter course by a minimum of approximately 4 inches (102mm). Each step flashing should be placed just upslope from the exposed edge of the slate that will overlap it. The step flashing is fastened through the flange. Nail the step flashing near the upper comer of the flange, as depicted in Figure 23. D. Install the first course of slate, and butt the end of the slate that intersects the wall firmly against the step flashing. Fasten the slate in place, and consider moving the nail that would be driven near the edge of the slate nearest the wall (that would be driven through the step flashing) over slightly so the metal flange is not punched by the nail. E. Install the second step flashing, being sure to overlap the first step flashing a minimum of 3 inches (76mm). Fasten this second step flashing through the upper comer. F. Install the second slate course, and butt the end of the slate that intersects the wall firmly against the sec- ond step flashing. Fasten this second slate in the same manner as the first slate. G. Install the succeeding step flashing and slate courses in the same manner as the first and second step fiashing and slate courses. H. The wail's felt or air retarder sheet material and the cladding or siding must be brought down over the upper portion of the step flashings' vertical flange a minimum of 2 inches (51 mm) to serve as counter - flashing. The siding should be held far enough up above the roof surface so that the ends of the siding can be painted or maintained as necessary to prevent dampness from degrading the siding and roofing materials. 2.9.4.3 Flashing Around a Chimney Masonry chimneys are usually built on a separate structural support or foundation from that of the building's foundation_ The chimney is normally subject to some differential settling, and flashing the location where the chimney projects through the roof requires a type of construction that will allow for movement without dam- age to the weather -tight integrity of the roof and associated flashings around the chimney. To satisfy this requirement, four separate types of flashings should be installed around the chimney. (See Figure 24 Generally the four flashings are referred to as: • Aoron flashing, which is installed around the downslope face of the chimney • Step flashing, which is installed up the sides of the chimney and woven between the courses of slates • Cricket or Backer flashing, which is installed on the upslope side or back of the chimney • Counterflashing, which is secured to the masonry For chimney flashings, NRCA recommends a minimum of 20 ounce (0.685mm] copper or another heavyweight metal that is compatible with the surrounding components, that has a design life at least equivalent to the state roof being specified. Jul 10 07 01:58p Norma Ellis 9702625943 p.18 ,W ENGLERT- Coatings and Technology Englert is one of the few single - source metal roof manufacturers with an in -house coil coating line and an exceptionally broad range of finishes tc meet any design objective. Whether your design calls for a natural weathered appearance or bright high - performance, Full- strength fluoro- carbon color — Englert offers a complete array of standard finishes. Custom Colors Englert offers a wide range of custom colors with short lead times and tow minimum order require- ments depending on the type of substrate. Englert can match the color of virtually any material, including brick, wood and fabric. PermaColor 3500 Englert's PermaColor 3500 standard 35 -year low gloss color coatings are comprised of a 7 to .9 mt iull strength 70% Kynor 500 /Hyiar 5000 fluorocarbon (Poiyvinylidene fluoride PVDF) coating over a urethane primer of .2 to .3 mil on the finish side, with primer and a washcoat on the reverse side on steel, or with just a woshcoot on aluminum. ULTRA-CoolTI is state-of-the-art when it comes to energy - efficient metal roofing. Using BASF's ULTRA -Cool coatings, ULTRA -Cool meets Energy Stara specs for Cool Roofs and not only saves energy but money as well becouse: • Heat is reflected away from the building • Smog is reduced when environ- ntenlai temperatures ore reduced • Energy costs are saved because of cooler interior spaces • life ex:nectoncy of the roof is increased due to less expansion and contraction • Monetary incentives are increas- ingly being offered for switching to reflective roofing products • Emissivity values of the coatings exceed 80% PermaMetallics 2000 Metallic Copper (non-aging) is comprised of a .8 to .9 mil metallic fluorocarbon full strength 70`/0 Kynar 500 finish coating over a urethane primer of .2 to .3 mil on the finish side, with primer and washcoat on the reverse. Preweathered Galvolume coating is comprised of o .8 to .9 mil ful! strength, 70% Kynar 500 fluoro- carbon (Polyvinylidene fluoride PVDF) coating over a urethane primer of .2 to .3 mil on the finish side, with primer and a wash- coat on the reverse. Galvaiume- Plus'= Englert now offers a premium steel product known as Galvaiume -Pius. This produc' has the advantage of on acrylic coating to reduce mill finish discoloration and uneven weathering. This metal is available as a new hi!ech solution to standard uncoated steel. PermaColor and PermaMetallics Durability Tests Description _ Method D_ urability I _Substrates Gloss ASTMD523.89 10' mox Ha- 2H. steel and aluminum si-el and aluminum steel and aluminum Pencii Harcness ASTNrD3363 -00 Flexibility T-Band ASTM D4145 -83 120021 1 J Flexibility Tend A$N-N1,15- 53120021 2 -T steel i1 Mandral ASTM -0522 93o 120011 no cracking steel and aluminum --- -- - - -- -- - Adhesion AS TM.D3359 -02 %9a9; f 1,1091 — no azhesion loss no c tes or toss steel and aluminum steel d al,. inum Reverso !m pod AST.MD2 no crc kirk FaIiing Sard I ASTM -0953 -92 12C07) 1100liters per mil. OFT steel cra al :minuet l Mortar Resistant— e ASTM-C267 -0' i n, cHect~ �s :eel ord alU7unVT Acid Pollvtanls ) AAMAa05.2 -91 <5 units color Aango' reel and olum:nvm Acid Rain Kesl ern ich 10 cycles min. steel and aluminum A'koli Resistance i ASTM01308 -02 no effect steel and aluminum Salt Foy i ASUAB 11742 - posses 3000 hours —' aluminum . Salt Fog 1 ASTM 8117 -02 passes 100_0 hors steel Humidity i ASTN4)2247 -02 passes 3000 hour I aluminum Hurndiy ASTM-02 -02 posses 1000 hours j steel - - -� — Color Ratention - - -AST_J%— — DB22 -01 passes 3000 hours - -- — tees c d o umimum - S. Flocdo Exposure - - - -- - - .. _ _ ASTM - 62244 -02 max. 5 units thongs lee: and oh,mirvm I - - -- — -- I Chalk Resistance ASTM-04214 -98 min. toting of 8 1 steel and aluminum Kynar 500° is a registered trademark ofAtofina Chemicals, fine. Hyfor 5000` is a registered trademark of Avsimont +JSA. Inc. Galvolume° and Golvafume Plus' ore registered vodemarks of BIK Internotional, lrc. ULTRA -Coot" is a trademark of BAST Distributed by: rerm Friona: 73, '_ i?� Fax: �732� fl258 826 884 Sales. ;Offices North Amencami3ffioes Cct:.ada 122' -Ear Stith Ave+-ve � .�_: Denver. CO 60216 Phora; 1303) 286.6070 For.: 3031266-7019 Conneetie'ut 4 us. Poin` Rood Wnilmgford, CT 06492 Phone: )2031 265 -6704 Fax: (203) 265.18711 Ori1 5 i t (J `ai ;S_^v.' ^V 6.t_IrvalCl Tema, F'_ 336`.9 Phone: !813; 248 -2296 Fax ;613} 247.3290 2525 Uov�e Rood, Suite 370 Davie, FI 33 7 PF,, . • f95J 1 4244-t333 Fcx- j954j 424-4583 i ;no 27A Fc1e Nvocd Court Ronseoville, ti 0))446 Phare: 1615) 407 -1527 Fax: ;8' :51 407.1529 Massa , "s 44 v4 en Strao1 Danvers, MA 01923 Phcee: 1976) 774{PO06 Fax: (978) 7-14-1-'026 tVt:�.J.er— s�ev 120%' nmLcy Avenue Penn Amcov Ni 08961 m�. F'nona: oil 376 1 1 ii; Fax. j732 326-1 i 15 New York 45 Dixon Aver,,e r.rrlltj'Iil ?k', N"', 1 i7v1 Pls-,,e: ,'631) A41-7700 Fa =: '631) 441.77CS Per. r svt�•.r•n� _- 561 Calera Street P,it,_burgh, PA 15207 Phone. +4 i ) 461-13.5 Fax 14 21 4 6'14007 South Ca; c+ na 3" r. 3onc, Suite 8 o-ombia, ., 2920v Fhcne: 18031 743 4515 Fax- 18C3178'.,-4516 Tennessee 3465 Norti Pend Clrc.e, Suite C Alcoa. R,' 3'701 PF,one: 18651 9 iO -0090 Fax: Ia65) 9/0"109:3 +rg -,hie 85oO firgm,n Meadows Drive M�na>sos 'A 20109 - Prone . (71'1 a6r -5430 Fox 03� 36'-9447 5 70 Fhurston Avenue, Suite 'try ma beach, 'rA -2_34355 Phone: (75T 363fi622 T•.ex: - (757-7 363.2513 ` International 0{fiee ' 4` � Frante , rgaedySso4ifOSARL 1- 800- ENGLERT http: / /www.englerrinc.com 20)5 Englert Inc. Ail righ!s reserved. 903C'08 Aux SN A ❑Molcfnct Vacmard ti}cr6o a Goppei Servo", Inc. 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Z>5 ?......�...?d 16 36 37 38 it 1 { 22 r 23 74 2) 2a 2? 2 ... . 2 V .. .. .. _ y.... .. y,.,...,. - ..... �... - _ 15 ... ....16 11 it 1 19 20 21 79 3{ ........ i. ............. _ 3,7 so 23 :.....:;�.... ,.... 14 15 to 1T ! 10....... 18.,.....�>....... ?1....:.... ... i4 s ........ ...:......_.............. . s....,..,._p ._....,.;..... 10 zo 2f n .. ... .. ..Z6 2a ; 27 2B 1! 30 31.. ,..3... » ............._.__ .r....,...._.... . 24 : it r e i 13 14 r 16 to 1 19 .... _..........._,.......... ........ .....................�......... ... ................_ . _.. ....... Values in ohatt 11111 tothe nutnwr o� snowpu•t7ds p4+ quare_ The throe raw pamm (pkdured right; should be lr1e691ted along di eaves. ouentlUse per' equua (cw. above) Ihoutd be Installed aboare the three raw pattem slang sae war 11`9 en" root surha to wlllin 10 teal ai the rtdpe. To 9sHrMe quanlba9. wl!lpry the d0" "qulletity per equare" by the number of aquarss V roof am. Toes quanbly does S=Gr t N the 3 row pettem along the save. tithe rater lerGOia 15 or ,es•, In a75 per snwrlcad or leas 411110. only 1111104 MW petiern rdonq lheeaue Is needed. The qua" par equwa is m3ed ana 200 Ila1101CIN clpaeblRY 0ACh das 2x* safety roargtn, por en" guard. c _ O Q on CS -- Lc LrI LL QZ n 0 c� a i3 d (D O N G3 N UI .p co Any ques Iw$ Ca11 Alpine Snow Gutsds at t- X188.756.4273 Document VeMkn 06.04 -'Zoo0 ft is highly recormended that yw contact tta manufacturer ran a tecoumnded'ayout_ -0 (D Jul 10 07 02:00P Norma E l l i s &V*fw&" Sty to snow Gum-4.2 9702625943 p.20 Z89 Hand Stm t MattnsviUG, YT 05661 USA !'1maw. M.766A273 Fact: 588.7669994 WWW ,d*ncu-- gnerds.com The detail below shows a sample snow gaard iosbllfiIdM ao a fWf wilt a rsfter g =WW than 15 feet AU snow PWd iastalladons must have the smdmd ftcec_raw pattssn along rim earn Remwimg "OWp ads sbwAd bd �y _ mP of the thrWrow pauem and wiWln 10 *a of the ridge. To SgMV gignddes nec", soc � S � "Smw O wd Quantity Cbvt" For help whh spacing or locath* the avow guards. see Alpine S"' C haft for Pad Style Snowgmrds." 2M, 2005, 2004 VCMBE SIM t QWC[ Sa•l o� Leo r&V72 Top 14 feet ofraRtrr does nvt require snow guards eaccept in exUVOM snow load areas_ R=aining snow guards evcaly spaced between duco.ww pease and 10 foot area shown at left. Sumlard durC -raw pattern, 24 inches on- centtx with the middle row staggered 12 inches. Doc„a„e Vemim 11.012M Jul 10 07 02:00p Norma Ellis 9702625943 p.21 NOTES: -- R 1.SNOW GUARDS TO BE INSTALLED ACCORDING REV. COCRIPTK>N DATE TO MANUFACTURER'S SPECIFICATIONS. - 2.130 M _ L U AND COLOa� .AC�KM 4CONTACT MNUFACTURER FOR SUGGESTED YO. R1.50 X80 PAD STYLE SNOW GUARD FOR CORRUGATED ROOFS c 2405. VMMM 9tfe i c0pw v& ` 2,15 AI*e� UacdS 1 ��° L SN`owGU-A-R-D- S NOTES: -- R 1.SNOW GUARDS TO BE INSTALLED ACCORDING REV. COCRIPTK>N DATE TO MANUFACTURER'S SPECIFICATIONS. - 2.130 M _ L U AND COLOa� .AC�KM 4CONTACT MNUFACTURER FOR SUGGESTED YO. R1.50 X80 PAD STYLE SNOW GUARD FOR CORRUGATED ROOFS c 2405. VMMM 9tfe i c0pw v& ` 2,15 Jul 10 07 02:01p Norma Ellis 97026225943 p.22 Ki; - ( if EN10 NEERED SYSTEMS Part 2 ..... �� 2.01 Roof Ice Melt (RIM) System A. Custom engineered RIM System manufactured by Bylin Engineered Systems, 1800 Golden Foothill Parkway E! Dorado Hills, CA, (1- 888 - 313 - 56.66). B. RIM Cover Panels to be 20oz copper or 40 mi! aluminum, with Kynarbased paint finish. 2.02 SRH / WFP Heating Cable A. The heating cable shall be UL and CSA listed specifically as electric root and gutter de -icing and snow- melting equipment. B. The heating cable shall be of parallel resistance construction capable of being cut to length and terminated in the field. C. The heating cable shall consist of two parallel nickel - plated copper bus wires embedded in a radiation cross- linked self - regulating conductive polymer core specifically designed for snow and ice melting. The heating cable shall be capable of varying its heat output along its entire length. The heating cable shall inciude a polyolefin dielectric jacket rated 300 VAC at 105 °C, a tinned - copper braid (14 AWG equivalent wire size), and a UV stabilized polyolefin overjacket. D. SRH / WFP Heating Cable supplied by Bylin Engineered Systems, E1 Dorado Hills, CA (1- 888 -313- 5666). 2.03 Control Panel A. Custom engineered high efficiency control panel to control the operation of the RIM System and gutter and downspout SRH ' WFP heating Tables. The ccntr+�l panel shall include a load center with 30ma ground fault circuit breakers, temperature controllers, solid state relays. terminal block and accessories. B. Control Panel supplied by Bylin Engineered Systems, Ei Dorado Hills, CA (1- 888 -313- 5666). 2.04 Junction Box I Power Termination A. The heating cable circuits shall be connected to the power wiring in an approved junction box with approved termination components. PART 3 ... _­_3 .`_?c^ 3.01 Inspection A. The Contractor shall inspect the materials supplied against the Packing List acid Design and Installation Manual. The Contractor shall note any discrepancies and work with the manufacturer to resolve. 3.02 Installation A. The RIM System, SRH / WFP Gutter / Downspout Heating system and Control Panel shall be installed in accordance with the manufacturer's Design and Installa +ion, Manual. Any deviations shall be reviewed and approved by the manufactur =)r. B. Coordinate with the RIM System and SRH / WFP heating cable instailers, the gutter and downspout installers and the control panel wiring and section conduit and junction box wiring installers. C. The electrical contractor shall test the SRH 1 WFP heating cables, complete the test forms and submit them to Bylin Engineered Systems for review and approval. Gs doc Jul 10 07 02:01p Norma Ellis 9702625943 p.23 ■ ENGINEERED SYSTEMS Part 1 ... 1'_-',_-7 ° -F" 1.00 References ns, Supplementary Conditions and Section A. Requirements of the General Conditio 01001, Basic Requirements, apply to the work of this Section. 1.01 Section Includes A. Roof Ice Melt (RIM) System Materials and Components. RIM Svstem designs shall be supplied for Class 1 - Large Snow Load Accumulation Areas and RIM2 System designs shall be supplied for Class 2 - Moderate Snow Load Accumulation Areas. This project is in a Class (Select 1 or 2) Snow Load Accumulation Area. B. SRH / WFP Heating Cable and Accessories for Gutters and Downspouts. C. Control Panel including Ambient Sensing Thermostat, Temperature Controllers, Load Center with Ground Fault Circuit Breakers, Solid State Relays, Switches Lights and Accessories. 1.02 Related Work In Other Sections A. Section _ _ _ -_ — Roof Design Details B. Section _ _ _ _ _: Gutter and Downspout Details 1.03 Quality Assurance A. The RIM System, SRH / WFP Heating Cables and Control Panel shat; t)e manufactured and supplied in conformance with Bylin Engineered Systern's gr;ality assurance program. B. The manufacturer shall have at least ten (10) years experience in the dF sign an,1 supply of Roof and Gutter De -Icing Systems. 1.04 Submittals A. Furnish detail drawings showing layouts for each RIM Section, cross soction drawings, control panel drawings, and installation instructions. B. Furnish Installation Check -Out Forms to be completed after the installation is finished. 1.05 Product Delivery, Storage And Handling A. RIM System Equipment, SRH / WF-P Heating Cables and Control Paned shall be delivered in undamaged condition. The jobsite supervisor will inspect the materials when delivered and notify the trucking company and manufacturer ht any damage within 24 hours of receipt of materials. 1.06 Warranty A. The SRH / WFP Heating Cables shall be warrantied against defects in material and workmanship for a period of two (2) years from date of final acceptance. B. The Control Panel components shall be warranted against defects in materia. and workmanship for a period of one (1) year from date of acceptance. C. The manufacturer, at his option, shall either repair or supply replacement materials it that materiai is defective per the above warranty definitiors. Key: L2- ctrical Loafs Notes: RIM2 Save Panel 20 Vac: t , Electrical connections, circuit breakers, wiringiconcluil a.-,!d installation C , = are by others unless otherwise specified. 1 EPSC2 - Eave Panel Splice Cover t2.7A 2. Gutters and downspouts are supplied by others. Where required, aylin EPE82 Eave Panel [nd Bracket supplies the heating cable for heating the gutters and' downspouts. RIM2 Valley Panel rch: 7.3A 3. Refer to Bylin dwg S -R -002 for sample heater cable routing, and dwgs - -� - - = Cutler /Downspout, Heated 5 -W -001, -002 and!or •003 for sample heater wiring diagrams. t ocation 4. Ambient sensing thermostat(s) must be placed in a location. protected ® = Junction Box, Suggested RiM panels i-t & 1.4 have extra 1 1,2 frorn solar gain and away from artificial heat sources. = Heat Shrink End Cap ieet of cover panel to allow for Iicld mitre cut on one end. Jr/ ; i1, It) i ;" Field mitre -cut to tit (refer to Hylln dwg <% S -D -007) 1.? 15111 y} ,y I t h t.a •� 1) IF. ilk ?N 9 5 r,,aler wndetl - le Radux:: C�- , -- _ `-- , II WI- --- - -- - - - ---G811 AS -55 i= ssecomn'rerulcy _qFCI*1 JN 2 1lealer Cable Routing - - -- (Total - !19 it WIF ii 1 1 (s fit 15 t1 ( 11) 1,3 It 7 -- - - - - - - - - - - - - - - - - - - - - - - i t yell :prawn By T?4-Sept-2002 atlr / _ JF RIM2 Panel Layoul °tale Cirtm(� E' Drakpvinr� None Sylin Engineered Systems Drawing Number ;tic G -- r 0­1 r r,3. c: 5762 S -L- 00 2 tl Rev fate Description, 6y tiara a.n r r+o Fat 916- 03 - >G55 El r c 0 0 C N O Z O i 3 d m LA c� O ro m N M Cp -P LJ N Jul 10 07 02:02p Norma Ellis 9702625943 p.25 Bylin Engineered Systems BYL /N 4800 Golden Foothill Parkway, El Dorado I fills, CA 95762 Phone: 916-933-5666 / Fax: 916- 933 -5959 WFP Roof and Gutter De -lcing Cable Self- Regulating Heating Cable The WFP -612 and WFP -622 heating cables are specifically designed for freeze protecting piping systems in ordinary areas (non- hazardous locations) and for roof and gutter de -icing utilizing Bylin's patented HIV2 System and standard zig -zag applications per IEEE 515.1. rrvuucL Jpeunicauuna ... Outer Jacket (with UV inhibitor) Tinned Copper Braid Bus Wires Radiation Cross- linked Polyolefin Insulation Radiation Cross -linked Heating Core Bus Wire ........................ ............................... 16 AWG, Nickel - plated Copper Heating Core ................... ............................... Radiation Cross- linked Polyolefin Primary dielectric insulation ...................................... Radiation Cross - linked Polyolefin Metallic Braid ............ ............................... 16 AWG (equivalent size;; Tinned Copper OuterJacket. ........................................ ........................3i4inch Minimum Bend Radius ........................... ............................... 314 inch Supply Voltage ............................... ............................120 or 208 -277 Vac (`ahla Salarrtinn Model Operating in Snow /Ice 20A CB 30A CB Number i Voltage (nominal) C�? 0`F @ 32 °F I (q" 0 °F 321F WFP -612 120 Vac 8 W/ft 130 ft 165 ft 19S ft 240 ft WFP -622 208 -277 Vac 8 W /ft 270 ft 330 ft 405 ft 480 tt Gables Meei or txceea me ruiiuwniy i csL5 ... Abrasion Resistance ............................... . ........... UL 1588 (8.3); !-EEE 515,1 14.3.4) ColdBend ............................... . ................ IEEE 515.1 (4.2.10) .............. Deformation.................... ............................... . .......... 515.1 (4.2.8 11-t_E 515.1 4.2.1 Dielectric Withstand .. ............................... ................. Di . .... UL 1588 (8.2 Resistance to Impact ......................... ........................... Resistance to Cutting ........ ............................... I .. ... ............... IEEE 515.1 (4.3.3) UL 1588 18.1) Resistance to Crushing ....................... ............................... UL 1588 9.1 -9.3) i-emperature .............. . _ ..................... .................. UV and Condensation . ...................... ... iEEE 515.1 (4.3.2) ............................... Vertical Flame ....... ...................... . . ............................... UL 1586 (8.5) IMPORTANT: Ground fault protection is required for each branch circuit. �. Use only Bylin approved components with this heating cable. Jul 10 07 02:02p Norma Ellis B- Pin Engineered Systems 4800 Golden Foothill Parkway, El Dorado Hills, CA 95762 Phone: 996- 933 -5666 • Fax: 996 -933 -5959 RIM Eave Pane! 9702625943 p.26 E1VG11YEERED SYSTEMS 1 ranee 3f e 9 Description The patented RIM Eave Panel is designed to mount on the roof eave and minimize the formation of icicles and ice dams during the Winter season. First developed in 1993, RIM Eave Systems have successfully eliminated icicle and ice dam problems on hundreds of commercial and residential applications. Specifications Material Selection: Copper or Kynar painted aluminum Color Selection (Alum.): 15 standard colors, 10 custom colors Heating Cable Supplied: 3 runs per foot of panel Model SRH -1 for 120V operation Model SRH -2 for 208. 220, 240, 277V operation Panel Lengths: Up to 10 feet per panel Components Supplied: Power connection kit(s), panel splice covers, panel end caps Note: Heated gutters and downspouts should be specified for eaves above walkways, driveways, decks and lower roofs. inspection Request Re .,porting age 42 Requested Inspect Date: Monday, May 19, 2008 Area Insp tetAdd ess: 241 E MEADOW DR VAIL A/P /D Information VAIL VALLEY TRANSPORTAION CENTER VISITOR Activity: 607 -0210 Const T Type: A -COMM Owneer: Occupancy: Sub TOWN OF VAIL Type: ACOM ISSUED Contractor: TURNER MORRIS,INC. Use: Ins Area: Status: ISS ISS Description: VISITOR CENTER REROOF -TEAR OFF EXISTING SHAK 303 - 431 -1300 Phone: Requested Inspec_ t_ i_ o_n� AND PLACE WITH DAVINCI SLATE C Requesecr: TURNER MORRIS NC. C�/ � � � � Assigned To: JMON Requested Time: 09:00 AM Action: DRAGON Phone: 303 -431 -1300 -or- 401 - Time Exp: �_ Entered B : 0662(SCOTT) By: SBELLM K insuection Histo Ite70 BLDG sc BLDG-Framing -Mi ** 07/25/07 Item: Comment• 90 BLDG Insppector * A�roved ** UNDERLAYMENT -Final 09/25/07 APPROVED Inspector: pp ** shahn ved Action: AP APPROVED Action: AP APPROVED gin _M a: 755b TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT COMM BUILD PERMT Permit # B07 -0211 Project # PRJ07 -0202 Job Address: 241 E MEADOW DR VAIL Status ...: ISSUED Location.......: VAIL VALLEY TRANSPORTAION CENTER VISITORApplied ...: 07/10/2007 Parcel No....: 210108227002 Issued ...: 07/19/2007 Expires.....: 01/15/2008 OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT GRID FEEDERS PO BOX 1639 EAGLE COLORADO 81631 License: 895 -B CONTRACTOR GRID FEEDERS PO BOX 1639 EAGLE COLORADO 81631 License: 895 -B 07/10/2007 07/10/2007 Phone: (970) 688 -4347 07/10/2007 Phone: (970) 688 -4347 Desciption: VISITOR CENTER REROOF- INSATLL PV ARAY AND GRID TIE INVERTER Occupancy: A3 A3 Type Construction: I B Valuation: $24,971.00 Revision Valuation: $0.00 Total Sy Ft Added: 0 ## r+s###+## s# rtrtrtrt+s#s#ss**##** rt* rt++ rts # # * # * # * # # * * *+ ++s + # # # # # * * * # # * * ## FEE SUMMARY *#######*******##s*#+##***#** * * + + # # * + * # *s * * # * * * * * +s * +s # +ss #* Building - -> $391.25 Restuarant Plan Review - -> $0.00 Total Calculated Fees —> $648.56 Plan Check —> $254.31 Recreation Fee--- - - - - -> $0.00 Additional Fees--- - - - - -> ($648.56) Investigation -> $0.00 TOTAL FEES---- - - - - -> $648.56 Total Permit Fee ------- > $0.00 Will Call —> $3.00 Payments-------- - - - - -> $0.00 BALANCE DUE- - - - - -> $0.00 sss++*+s++ss+s++ss+s*+***++s+sss+++++s+***++*s*s+s+s+ss*+*+*+s+s+*+++++ss*****+++s+s+*++s++++s+s+ss+s++****+*+++++ +s + * + * + * + * * + +s + + + +s +s # +ss + + + + ++ Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2007 CDAVIS Action: DN No information submitted with application See Notice 07/19/2007 cdavis Action: COND Not all the inopfrmation was clear See Red- Line comments on applciation package Item: 05400 PLANNING DEPARTMENT 07/10/2007 RLF Action: AP ** sss**** sssws** sssss* s** s* ws***** ws******* ss***** sw* s*** s* wss******* sss***** ssss**** ssss***** w******* wsss******* sw * * * * * *sssss * * * * *ws *ssss *s * * *ss See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS 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. 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 towns 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 ADJ✓ANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. A OF OWNER @COFACTOR FOR HIMSELF AND OWNER ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B07 -0211 as of 07 -19 -2007 Status: ISSUED Permit Type: ADD /ALT COMM BUILD PERMT Applied: 07/10/2007 Applicant: GRID FEEDERS Issued: 07/19/2007 (970) 688 -4347 To Expire: 01/15/2008 Job Address: 241 E MEADOW DR VAIL Location: VAIL VALLEY TRANSPORTAION CENTER VISITOR Parcel No: 210108227002 Description: VISITOR CENTER REROOF - INSATLL PV ARAY AND GRID TIE INVERTER Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. _ ", 05-16-2008 Inspection Request Reporting Page 42 4 +08 Dm Vaal, CO - City Of Requested Inspect Date: Monday, May 19, 2008 Inspection Area: JRM Site Address: 241 E MEADOW DR VAIL VAIL VALLEY TRANSPORTAION CENTER VISITOR A/P /D Information Activity: B07 -0210 Type: A -COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: TOWN OF VAIL Contractor: TURNER MORRISJNC. Phone: 303 -431 -1300 Description: VISITOR CENTER REROOF -TEAR OFF EXISTING SHAKES AND REPLACE WITH DAVINCI SLATE Requested Inspection(s) Item: 540 BLDG -Final C/O Requestor: TURNER MORRISJNC. Assigned To: JMONDRAGON Action: Time Exp: Inspection History Item: 30 BLDG - Framing Item: 70 BLDG -Misc. **A pproved ** 07/25/07 Inspector: JRM Comment: UNDERLAYMENT APPROVED Item: 90 BLDG -Final ** Approved ** 09/25/07 Inspector: shapn Comment: Item: 537 PLAN -FINAL C/O Item: 540 BLDG -Final C/O Requested Time: 09:00 AM Phone: 303-431-1300 I -or- 401 - Entered By: SBELLM K IV V Action: AP APPR VED� Action: AP APPROVED REPT131 Run Id: 7958 u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR LINSIAMN Project #:. M7 Building Permit #: . '0 maw OVO` M 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Pe on and Phone #'s: r l iziz(�t'iZS g Email address: Fax #: _ Contractor Signature: /COMPI FTF VAI IIATIONS FOR RmLDING PERMIT (Labor & Materials) BUILDING: $ ELECTRICAL: $ OTHER: $ Z <l 7 PLUMBING: $ MECHANICAL: $ TOTAL: $ ZY 9 7/ For Parcel # Contact Eaale Countv Assessors Office at 970 - 328 -8640 or visit www.eagle- county.com. parcel;# Name: 'A A Job Address: IS 77;1 Legal Description 1�1Block: Filing: Subdivision: Owners Name: —: Address: Phone: 4172 Z Ig Architect/Designer: Address: Phone: Engineer: Address: Phone: Detailed description of work: t i _ n ; Lz i) ,,- / v�;Z �K Work Class: New i4 Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) FWork Type: Interior ( ) Exterior ( ) Both Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other �ej No. of Existing Dwelling Units in this building: Np No. of Accommodation Units in this building: 1,214 FNo[Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning 14 No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes C -) No( ) Does a Fire Sprinkler System Exist: Yes,(x) No( ) FOR OFFICE USE ONL Date Received :::Received By ;; .r , F: \cdev \FORMS \Permits \Bui Idi ng \building.permit_4 -17 -2007. DOC JUL 0 9 2007 TOWN OF VAIL Page 1 of 7 04/17/2007 I TOMtFVa BUILDING PERMIT APPLICATION CHECKLIST SINGLE FAMILY /DUPLEX CHECKLIST This checklist is to be used with any single family /duplex permit (new construction, addition, or remodel application.) ❑ Town of Vail Design Review Board approval must first be obtained (may not apply to interior remodels) ❑ Plan Check Fee must be paid at the time of application for projects over $100,000 valuation (see attached schedule) The following information must be shown on all 4 sets of plans: Architectural Plans Site Plans. Provide all site plan information as required for the Design Review Application for your project. Refer to the DRB application checklist for complete details. Construction staging plans. Provide construction staging and materials storage site plans. ,,Lj- Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of mechanical equipment clearly shown Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails, windows, doors, and finish grades. Window sizes and operation types. Specified on the floor plans or elevations. y Stairways, guards, and handrails Show all stairway details with rise /run, handrail and guard details (� Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces. Rescheck compliance certificate and inspection checklist (new construction and additions only). Provide a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as required on the Rescheck compliance report. Fireplaces. All fireplace types shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural Plans c@F�1' Soils Report. Include 2 copies of the soils report for your lot. All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer. Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed /Exposure, Soils report number and soil bearing capacity referenced per the soils report. Foundation plan. Provide a complete foundation plan with all footing /foundation section details Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. Include framing construction details and connection schedules. Oth r Items Asbestos form completed. Asbestos test and report provided if any existing construction is proposed to be disturbed. See Town of Vail asbestos testing requirement form. Plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees will be paid upon issuance of a building permit. 1 have read and understand the requirements of this checklist. If any required information is missing from the application, I understand the application will not be accepted. Applicant's Signature Date F: \cdev \FORMS \Permits \Building \building _permit 4- 17- 2007.DOC Page 2 of 7 04/17/2007 More information is required. No information submitted with application Contractor notified verbally on -site meeting 7/10/07 Information required. - Structural analysis of new system loads imposed ✓ - Type of solar panels being istalled (photo- volteic vs.Thermal - How anchored to roof? y - Cutsheets on system it - Electrical information Awasmaj 'l. ~vfs 'ONsE.o 01 1 18 AuD GtrnDa fierow% 4R1&6*1M wti 516 (,4„�w��f�D� T60TO .6 qq*144;G Sr+". AALL-Amt q j IS1OS rh.i0 u"aNG '3elrMtw�O�+a+r uv :vs"A.. 'RAoir 'i l ib y. NA Eo'7 • otza g. �, fort • ot�b Anderson & Hastings C o n s u l t a n t s, I n c. OZ ! ( Town of Vail Scott E. Beck JamesOFFICE JamesV llau HlS;ti COPY Stanley D. Lewis Robert V. Leberer Gerald P. Adkinson Bryan M. Camph se APPROVED July 18, 2007 Commmly DevAprod Q." time Imm ftowFV� . C- C E D �I -b4p saw" rasa* SectlotA� uiiding grdert—i—d-vpM�� ,1, WUMM The ieauance or rantin a a D to be a it for, or an approval A aryvl0l�oRlf 71r$.dF d this code or of any other adinano� of JUL 1 8 2007 % rb presuming to au to viola0o Or ortoMtM Vi a code or other ordinances )urisdfdion alyl lbt bit valid. The issuance of a permit based on construdiort documift WA p F VAI L other data shall not vent the building offidel from mqu-hV tilt! TOWN Rstr 1 =ve o f Review SO B� 1 structure wh or any other ordiryNON d ? �-ECZ t KI-S -Pt�W PLANS MDATEAt your requd the roof supporting structure of the Visitor Center at the Vail Transportation Center for its capacity to support a system of solar panels. A solar panel system weighing 2.8 pounds per square foot, in addition to a new replacement roof, were considered in our review as contributing to the total loads acting on the structure. Our evaluation was based on the original structural design of the building, done by our firm, as well as information contained in the SolarMount Installation Manual 214. Based on our review, it is our opinion that the existing structure has the capacity to support the additional weight of the solar panel system, (as mounted, in accordance with the SolarMount Installation Manual), along with the design liv ads sti ulated b F.a le County. We are available at your convenience to discuss this report. ru o l= U 16-t L ktoT V,A,&-L� Ccx�l t,/ �.. t TC i'f — U ``���tttlttllllltbi�i�� Sincerely, p0 REF jd, �iV ZAl —�-2 1 A $4 f n 3 SEC_ 3 ° 29111 = Robert V. Leberer T �SJQ E � "'°o� �: w RVMls R V L 07 -18. L1W(07 )999 -9741 C o n s u l t i n g S t r u c t u r a l a n d C i v i l E n g i n e e r s Union Terrace • 12596 West Bayaud Avenue, Suite 350 • Lakewood, CO 80228 Phone (303) 433 -8486 • Fax (303) 433 -0408 Walter Gersde Registered Professional Engineer Department of Civil Engineering Town Of Vail University of New Mc co Albuquerque, "87131 OFFICE P Phone: (505)277- 3458 Email gerstle@umn.edu September 13, 2005 Mr. John Liebendorfer UniRac, Inc. ' • OZ 11 3201 University Blvd SE, Suite 110 Albuquerque, NM 87106 -5635 Subject: Engineering Certification for UniRac SolarMountTm Universal Roof Mounts Dear Mr. Liebendorfer, I have tested and analyzed the structural design of UniRac's SolarMount Universal PV Module Roof Mount System in the following manner. (1) Laboratory test reports dated August 28, 2001, August 31; 2001, October 30, 2001, and January 28, 2002, and April l 22, 2002. (2) Structural design calculations based upon: (a) "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures ", The Aluminum Association, Washington D.C., 2000. (b) "The Uniform Building Code: Structural Engineering Design Provisions", International Conference of Building Officials, Whittier, CA, 1997. (c) "International Building Code: Structural Engineering Design Provisions", International Code Council, Inc., Falls Church, Virginia, 2003. (d) "Manual of Steel Construction: Load Resistance Factor Design ", 3`d Ed., American Institute of Steel Construction, Chicago, H., 2001. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the attached UniRac document: SolarMount Code - Compliant Planning and Assembly with Uniform 'Building Code Certification, Installation Manual 214, UniRac, Inc., Pub. x- 040402 -2ii, April, 2004. If you have any questions or concerns regarding the contact me. Sincerely I . n % JJ.# 47 UniRac SolarMount system, please T8 NO. 's GE45704 Scott Schmitz From: Matthew Charles Sent: Thursday, June 14, 2007 8:26 AM To: Scott Schmitz Subject: FW: Transportation Center From: Richard Miller Sent: Wednesday, May 16, 2007 9:17 AM To: Bill Carlson Cc: Matthew Charles; Bill Sepmeier Subject: Transportation Center M Here is the response from my structural architect on the roof and trusses. Town W Vail OFFICE COPY "600 #/(21'x9' -7) = 3 # /sq. feet. which is light. I'm sure that the roof was designed for many times this amount, possibly in the order of 20 # /sq. foot dead load and whatever live load (snow) the local building code calls for, probably in the order of 100 # /sq. foot. Therefore the load of 600# is relatively meaningless. Since there are apparently no structural drawings, it would be difficult to quantitatively calculate the relatively small effect the weight has on the structure and substructure. I would be willing to write a letter that addresses my opinion but I am not willing to put a professional engineers stamp on it as I could be dragged into some litigation that may or may not be associated with this endeavor. I seems to me that the architect for the town of Vail is the one to contact concerning the details of the attachments. A letter form a professional engineer such as myself that expresses only a professional opinion is all the architect should need. I'm sure he knows this weight is nothing." I have left a message with Mike @ Hi -Pro Roofing about getting a quote on the new roof. I have not heard back yet, and if you want to make contact with him directly, his contact is 970 - 274 -3406. I will be out of the country until Tuesday May 22nd. Please contact Bill or Tennessee (both cc'd above) with questions or concerns.... Richard Miller Grid Feeders /Satcom Resources P 970.688.4347 800.331.2295 F 970.748.3096 M 508.237.5927 E richard(@eridfeeders.com www.eridfeeders.com www.satcomresources.com t � Town of Vail OFFICE COPY SO RMOUN r U.S. Des. Patent No. D496,248S, D496,249S. Other patents pending. Code - Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification ........ ............................... 2 Part I. Scope, certification, and installer responsibility ........ 3 Part II. Procedures for code - compliant installations using the SolarMount® Module Mounting System...... 4 Part III. Installing SolarMount® with top mounting clamps ..... 9 Part IV. Installing SolarMount® with bottom mounting clips ...15 Warranty................... .............................20 D E C IE 0 W IR 0�1 JUL 18 2007 N OF VAIL 00 -1- o -Z ( 1 UniRac welcomes input concerning the accuracy and user friendliness of © 2004 by UniRac, Inc. this publication. Please write to publications @unirac.com. All rights reserved. i September 2006 Mr. Hal Newman UniRac, Inc. 1411 Broadway Boulevard NE Albuquerque, NM 87102 -1545 Subject: Engineering Certification for UniRac's SolarMountTM Universal PV Module Mounting System Dear Mr. Newman, Brian Spring Structural Engineering 161 LINDEN LN MILL VALLEY. CA 94941 Td: (41 S) 491 -2880 Attached is the UniRac Calculation worksheet and Installation Manual #214, Pub. 040316-1 ii, Copyrighted by UniRac, Inc., March 2004, 20 pages. I have reviewed these calculations, and certify their results are accurate. The calculations determine the design level forces for wind, as prescribed .in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214. The calculations are based upon: 1. "The 2001 California Building Code, California Code of Regulations ", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions ", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. `Manual of Steel Construction: Load Resistance Factor Design ", 3rd Ed, American Institute of Steel Construction, Chicago, IL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures ":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code - Compliant Planning and Assembly ", Installation Manual #214, Pub. 040316 -Iii, Copyrighted by UniRac, Inc., March 2004. The structure to which the UniRac SolarMount system is connected should be evaluated on a case -by -case basis, per Part I of the Installation Manual, to ensure it's adequacy to accept attachments and to support all applied loadings, per the building code. Please call me Sincerely, Brian Spring, PE, SE Installation Manual 214 SolarMount Code - Compliant Planning and Assembly MARM" Part I. Scope, certification, and installer responsibility Please review this manual thor- The installer is solely responsible for: oughly before oughly before installing your system. • Complying with all applicable local or national building This manual provides (1) sup- codes, including any that may supercede this manual; porti porti ng documentation for • Ensuring that UniRac and other products are appropri- ng permit applications ate for the particular installation and the installation relating to UniRac's Solar- environment; Mount" Universal PV Module • Ensuring that the roof, its rafters, connections, and Mounting system, and (2) plan- other structural support members can support the array ning and assembly instructions under building live load conditions (this total assembly for SolarMount. is hereafter referred to as the roof rafter assembly); SolarMount products, when • Using only UniRac parts and installer - supplied parts as installed in accordance with specified by UniRac (substitution of parts may void the this bulletin, will be structur- warranty and invalidate the letter of certification on ally adequate and will meet page 2); the 2001 California Building • Ensuring that lag screws have adequate pullout strength Code and the Uniform Building and shear capacities as installed; Code, 1997, hereafter UBC 1997 UniRac also provides a limited . Maintaining the waterproof integrity of the roof, includ- warranty on SolarMount prod- ing selection of appropriate flashing; and ucts (see p. 20). • Ensuring safe installation of all electrical aspects of the PV array. P.W 3 INNIM6 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Part II. Procedures for code - compliant installations using the SolarMount Module ounting System This bulletin is designed to support applications for build- 1. Determine the Basic Wind Speed ing permits for installations using SolarMount- PV Module Mounting System, manufactured by UniRac, Inc. at your installation site Follow the six steps below and the installation instructions on For the United States, see "Minimum Basic Wind Speeds in pages 9 -20 to install SolarMount in compliance with the 2001 Miles per Hour," reproduced below. California Building Code and the UBC 1997 If your installation is outside the United States or if you need Before proceeding, note the following: further assistance, consult a local professional engineer or your local building authority. • This bulletn i addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3onpages 6 -7. ,00 go!*-- io `TI I / ,?,�3 c qo wt PH F'XA3,,�cji2 � B 9 . S 'c, wst- ` r? I X4 90 ` oa , ISO �100 . \�.. �. HA,C WMO SPFFn At rtSP -- ■ tiPf^::IAI WIMIHFGKJY 1:NT_M`CLATCN DCMLCN.1W St`[C] CLtiTp.;11C I, ACC_MAj__ X114USCy:AAfl!.1W vJN'pVIIi IN MGANI) ttti' Y WINS LANE >11"aAIS ;EEEU E':" 11MVA1 I IIU MI Yk Ut t WANE. AM; tEE 1 ki IIVt ANUS IS 110 iE'tEU MA' +tlk ASS:.NEG iJNE(:JYtItAN1 Kt'WEE�. iME �U�14tLR1E 4A1'ME LEARFiT IhIAN] N1N Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. 111, Wind Design, Fig. 16. 1, "Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16 -1, vol 2. p. 36). ftr 4 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Y IRM' 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: axposuxE B has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. E"osuRE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one -half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t $"osuxE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. \\.,3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ing Design Provisions, Div. III, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. 1_wvft t S l 16rk 61�: Table 1. Design Wind Pressure (pso by Wind Speed and Exposure Category Design force applies to surface pressure and /or uplift (withdrawal Category C 15' roof height 17 Basic Wind Speed (mph) 29 35 70 80 90 100 110 120 130 Cate ory B 46 54 64 25' roof height 19 25 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source: These Design Wind Pressure (P) values are based on the formula P = C. * C * q, * 1w (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design Provisions, Div. III, Wind Design, P. 38.10). Assump- tions. w = 1 and C = 1.3. , 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. r_ To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum o e Design Dead and Live Lo If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. LA6 1�oLTS n4Lr-T BE l" SC*t -1O ill a 2arMe-S ft f- 7W Ejct sn tilt - UAMCtJ ft OCX. 'S Spur rq g o ? Wilt=` Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Table 2. SolarMountTm Loads (lbs) per Footing at Standard Raker Spacings To meet code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. Minimum Minimum Design Live Load as a Minimum Minimum Design Live Load as a Design Function of Design Wind Pressure Design Function of Design Wind Pressure Dead Load 20 psf 30 psf 40 psf 50 psf Dead Load 20psf 30 psf 40 psf 50 psf AstroPowerAP65,AP75 RWE Schott ASE 300 48" rafter (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA AstroPower APi I I0,APi120 RWE Schott SAPC165 (See Sharp NE- 16SU1) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT 190 64" rafter (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPowerAPil65 72" rafter (foot) spacing 44 260 390 520 650 48" rafter (foot) spacing 31 194 291 387 484 Sharp NE -80U 1 64" rafter (foot) spacing 41 258 387 516 646 48" rafter (foot) spacing 33 158 237 315 394 72" rafter (foot) spacing 46 291 436 581 726 64" rafter (foot) spacing 44 210 315 420 526 BP Solar 375, 380, 580, 585 72" rafter (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND -123U1 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" rafter (foot) spacing 33 198 297 396 495 Sharp ND -NOECU (140W) 64" rafter (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 S94 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 4170 72" rafter (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE -165U I, NT 175U 1, NT 185U 1 64" rafter (foot) spacing 44 279 418 557 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 1 10, EC 115 72" rafter (foot) spacing 53 310 465 620 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND- 167UI 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FSSOD 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SM 1 10 64" rafter (foot) spacing 47 210 315 420 525 48" rafter (foot) spacing 32 173 259 345 432 72" rafter (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" rafter (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" rafter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafter (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 524 Kyocera KC 120, KC 125G 72" rafter (foot) spacing 46 236 354 472 590 48" rafter (foot) spacing 34 187 281 374 468 Shell SQ 140, SQ 150, SQ 160 64" rafter (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 72" rafter (foot) spacing 51 281 421 561 701 64" rafter (foot) spacing 48 284 426 568 710 Kyocera KC 158G, KC 167G 72" rafter (foot) spacing 54 320 479 639 NA 48" rafter (foot) spacing 28 169 254 339 423 SunWize SW85, SW90, SW95 64" rafter (foot) spacing 37 226 339 452 564 48" rafter (foot) spacing 35 190 285 380 474 72" rafter (foot) spacing 42 254 381 508 635 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" rafter (foot) spacing 30 162 244 325 406 SunWize SW 115, SW 120 64" rafter (foot) spacing 40 216 325 433 541 48" rafter (foot) spacing 34 190 285 380 474 72" rafter (foot) spacing 45 244 365 487 609 64" rafter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" rafter (foot) spacing 30 163 245 327 409 UniSolar 64 64" rafter (foot) spacing 39 218 327 436 545 48" rafter (foot) spacing 25 179 269 359 448 72" rafter (foot) spacing 44 245 368 490 613 64" rafter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269 403 538 672 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 hr 6 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly V11 ® Table 3. SolarMountTm Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must be at or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac, Design Wind Pressure 20 psf 30 psf 40 psf 50 psf AstroPowerAP65, AP75 Maximum Foot Spacing (inches) 131 Minimum Foot Design Live Load (Ibs) 429 Minimum Foot Design Dead Load (Ibs) 89 AstroPower AN I 10, AN 120 -165U I) Maximum Foot Spacing (inches) 118 Minimum Foot Design Live Load (Ibs) 476 Minimum Foot Design Dead Load (Ibs) 82 AstroPower APi 165 76 62 54 Maximum Foot Spacing (inches) 118 Minimum Foot Design Live Load (Ibs) 476 Minimum Foot Design Dead Load (Ibs) 75 BP Solar 375, 380, 580, 585 90 73 63 Maximum Foot Spacing (inches) 131 Minimum Foot Design Live Load (Ibs) 431 Minimum Foot Design Dead Load (Ibs) 84 BP Solar 3125 92 75 65 Maximum Foot Spacing (inches) 117 Minimum Foot Design Live Load (Ibs) 483 Minimum Foot Design Dead Load (Ibs) 81 BP Solar 3160, 4150, 4160, 4170 72 S8 51 Maximum Foot Spacing (inches) 114 Minimum Foot Design Live Load (Ibs) 496 Minimum Foot Design Dead Load (Ibs) 79 Evergreen EC 102, EC 110, EC 115 Sharp ND- 167UI Maximum Foot Spacing (inches) 114 Minimum Foot Design Live Load (Ibs) 494 Minimum Foot Design Dead Load (Ibs) 82 First Solar FS50D Shell SM 110 Maximum Foot Spacing (inches) 131 Minimum Foot Design Live Load (Ibs) 430 Minimum Foot Design Dead Load (Ibs) 95 Kyocera KC80 Shell SQ70, SQ75, SQ80 Maximum Foot Spacing (inches) 145 Minimum Foot Design Live Load (Ibs) 387 Minimum Foot Design Dead Load (Ibs) 88 Kyocera KC 120, KC 125G Shell SQ 140, SQ 150, SQ 160 Maximum Foot Spacing (inches) 120 Minimum Foot Design Live Load (Ibs) 468 Minimum Foot Design Dead Load (Ibs) 85 Kyocera KC 158G, KC 167G SunWize SW85, SW90, SW95 Maximum Foot Spacing (inches) 126 Minimum Foot Design Live Load (Ibs) 445 Minimum Foot Design Dead Load (Ibs) 73 Photowatt PW750 SunWize SW 115, SW 120 Maximum Foot Spacing (inches) 129 Minimum Foot Design Live Load (Ibs) 436 Minimum Foot Design Dead Load (Ibs) 80 Photowatt PW 1 250 UniSolar 64 Maximum Foot Spacing (inches) 128 Minimum Foot Design Live Load (Ibs) 436 Minimum Foot Design Dead Load (Ibs) 79 Photowatt PW 1 650 Maximum Foot Spacing (inches) 129 Minimum Foot Design Live Load (Ibs) 436 Minimum Foot Design Dead Load (Ibs) 83 107 93 83 526 610 680 73 63 56 96 83 75 581 670 757 67 58 52 96 83 75 581 670 757 61 53 48 107 92 83 528 606 683 68 59 53 95 82 74 588 677 763 65 ' 56 51 93 80 72 607 697 784 64 55 50 93 80 72 605 693 780 67 58 52 107 92 83 527 604 681 78 67 60 118 103 92 472 549 613 72 63 56 98 85 76 573 662 740 69 60 54 103 89 80 545 628 706 60 52 46 105 91 81 533 616 685 65 57 50 105 91 81 536 620 689 65 56 50 105 91 81 533 616 685 68 59 52 Design Wind Pressure 20 psf 30 psf 40 psf 50 psf RWE Schott ASE 300 Maximum Foot Spacing (inches) 104 85 74 Minimum Foot Design Live Load (Ibs) 538 660 766 Minimum Foot Design Dead Load (Ibs) 126 103 89 RWE Schott SAPC 165 (See Sharp NE -165U I) Sanyo HIT 190 Maximum Foot Spacing (inches) 125 102 88 Minimum Foot Design Live Load (Ibs) 451 553 636 Minimum Foot Design Dead Load (Ibs) 76 62 54 Sharp NE -80U I Maximum Foot Spacing (inches) 131 107 92 Minimum Foot Design Live Load (Ibs) 430 527 604 Minimum Foot Design Dead Load (Ibs) 90 73 63 Sharp ND -123U1 Maximum Foot Spacing (inches) 117 96 83 Minimum Foot Design Live Load (Ibs) 480 590 680 Minimum Foot Design Dead. Load (Ibs) 92 75 65 Sharp ND -NOECU (140W) Maximum Foot Spacing (inches) 133 108 94 Minimum Foot Design Live Load (Ibs) 424 516 599 Minimum Foot Design Dead Load (Ibs) 72 S8 51 Sharp NE-1651.111, NT 175U I, NT 185U I Maximum Foot Spacing (inches) 114 93 81 Minimum Foot Design Live Load (Ibs) 491 601 698 Minimum Foot Design Dead Load (Ibs) 83 68 59 Sharp ND- 167UI Maximum Foot Spacing (inches) 124 102 88 Minimum Foot Design Live Load (Ibs) 450 556 639 Minimum Foot Design Dead Load (Ibs) 71 58 50 Shell SM 110 Maximum Foot Spacing (inches) 125 102 88 Minimum Foot Design Live Load (Ibs) 450 550 633 Minimum Foot Design Dead Load (Ibs) 84 69 59 Shell SQ70, SQ75, SQ80 Maximum Foot Spacing (inches) 131 107 93 Minimum Foot Design Live Load (Ibs) 429 526 610 Minimum Foot Design Dead Load (Ibs) 84 69 60 Shell SQ 140, SQ 150, SQ 160 Maximum Foot Spacing (inches) 112 92 80 Minimum Foot Design Live Load (Ibs) 497 612 710 Minimum Foot Design Dead Load (Ibs) 84 69 60 SunWize SW85, SW90, SW95 Maximum Foot Spacing (inches) 119 97 84 Minimum Foot Design Live Load (Ibs) 470 575 664 Minimum Foot Design Dead Load (Ibs) 86 70 61 SunWize SW 115, SW 120 Maximum Foot Spacing (inches) 119 97 84 Minimum Foot Design Live Load (Ibs) 470 575 664 Minimum Foot Design Dead Load (Ibs) 84 69 59 UniSolar 64 Maximum Foot Spacing (inches) 123 100 87 Minimum Foot Design Live Load (Ibs) 459 560 650 Minimum Foot Design Dead Load (Ibs) 64 52 45 66 854 80 79 713 48 83 682 57 74 758 58 84 669 45 72 775 53 79 717 45 79 710 53 83 680 53 71 788 53 75 741 54 75 741 53 78 728 40 "V 7 WANUK" Installation Manual 214 SolarMount Code - Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the s of the Design Dead Load and Design Live Load for the sp ci- fied spacing. SolarMount foot macin, If they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). Ensure that ive Loads do not exceed Pull -Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1 -inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the Overhang standoff to the rafter. Figure 2. SolarMount foot spacing refers to the distance between feet on the same rail. Over- hang, the distance from end of the rail to the first foot, maybe no more than half the foot spacing. Table 4.`_9 - 11-out (withdrawal) capacities (lbs) in typical roof truss lumber Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir Hem, Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) Specific gravity 0.50 0.46 0.46 0.43 0.46 0.55 0.42 0.50 514- shaft* 2'/: "thread depth 665 588 588 530 588 768 513 665 Lag screw specifications s %- shaft* 3 /e" shaft,* per I " thread depth per 1 " thread depth Sources. Uniform Building Code, American Wood Council. Notes. (1) Thread must be embedded in a ru ter or other structural roof member. (2) Pull -out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See UBC for required edge distances. *Use flat washers with lag screws. 8 266 235 235 212 235 307 205 266 T 304 269 269 243 269 Thread 352 depth 235 304 d F Installation Manual 214 SolarMount Code - Compliant Planning and Assembly MMMM" Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount to a pitched roof. Contents Laying out the installation area.......... 10 Laying out L -feet ......... 11 Installing L -feet .......... 11 Laying out standoffs ...... 12 Installing standoffs ....... 12 Installing SolarMount rails .................... 13 Installing the modules..... 14 Figure 3. Exploded view of a low - profile installation mounted flush to the roof with L-feet. -ior� r. clamp kAb \ SolorMount roil .d= End L-toot �,�� clamp .ti }ate Table 5. Part quantities End Mid Table 6.Wrenches and torque SMR Series SolarMount Rail Sets (model no. = rail length in inches) Wrench Recommended clamps 3 'Is , /e " flange size torque (f t4bs) Rails L -feet bolts nuts K" hardware 1/116- 15 SMR48 thru 106 2 4 4 4 ' /e" hardware ' /�b" 30 SMR120thru 180 2 6 6 6 4 SMR 192thru216 2 8 8 8 CT5 CT Series Clamp Sets (model no. = modules accommodated) End Mid % +" module K "x S /e" A" flange clamps clamps clamp bolts safety bolts nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 10 2 12 CT5 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 QStainless steel hardware can seize up, a process called galling.To significantly • reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 9 VII�RA�C� Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Laying out the installation area The width of the installation area is equal to the length of one The installation can be laid out with rails parallel to the rafters module. (high - profile mode) or perpendicular to the rafters (low- pro - The length of the installation area is equal to: file mode). Note that SolarMount rails make excellent straight • the total width of the modules, edges for doing layouts. • plus 1 inch for each space between modules (for mid - Center the installation area over the rafters as much as pos- clamp), Bible. • plus 3 inches (11 /2 inches for each set of end clamps). Leave enough room to safely move around the array during installation. Low - profile High - profile mode mode NP 10 Figure 4. Rails may be placed parallel or perpendicular to rafters. Installation Manual 214 SolarMount Code - Compliant Planning and Assembly M RM' Laying out L feet L -feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the 1 L -feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- mined in procedural steps 4a or 4b (pp. 5, 8). Figure 5 When determining the distance be- tween the rails in high - profile mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 13/4 inches. If multiple high - profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. Overhang 25% typical Foot spacing each end , 6 50% typical Lower roof edge R� Rafters Figure 6. Low - profile .layout 25% maximum typical each end ` ' / - 50% minimum typical 13/4 -► f` ~/ N i Foot spacing Lower roof edge Overhang I I Rafters LL' Figure 7 High- profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single- slotted square side of the L -foot must always lie against the roof with the double- slotted side perpendicular to the roof. 11 M111=6 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). I. Figure 8. Raised flange standoff (left) and flat top standoff used in con- junction with an L foot. When determining the distance be- tween the rails in high - profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by'/16 of an inch. If multiple high - profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. NP 12 Overhang Foot spacing -► 25 %t typical �- each end h: ' ✓F ,,.- 50% minimum \, ;• , s -- - - -o �- -+ - t typical Lower roof edge �`— Rafters —1 Figure 9. Low - profile layout 25% typical 50% minimum each end 1=J�T typical •'\ v " p I Foot x-7/16' -�- _ -- °_�.— spacing \ % �i Overhang Lower roof edge ; I'. t Rafters Figure 10. High- profile layout Installing standoffs Ensure that the standoffs face as shown in Figure 9 or Drill 3/1e -inch pilot holes through the underlayment Figure 10. into the center of the rafters at each standoff location. SolarMount steel standoffs (15 /8" O.D.) are designed Securely fasten each standoff to the rafters with the two for collared flashings available from UniRac. Aluminum 5/16" x 31/2' lag bolts provided with it. two -piece standoffs (11 /8" O.D.) take all-metal flash - Note: You must verify that the lag bolts you use are ings, also available from UniRac. adequate for your installation by following proce- Install and seal flashings and standoffs using standard dural steps 4A or 4B (pp. 5, 8). building practices. Installation Manual 214 SolarMount Code - Compliant Planning and Assembly M R=* Figure 11. Splice bars slide into the footing bolt slots of SolarMount rail sections. Clamping bolt slot ti ;r Mounting Footing slots bolt slot �' • , Figure 12. Foot -to -rail splice attachment Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low - profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. Edge of installation area Figure 13. Low -profile mode Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low- profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the % -inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. Figure 14. High- profile mode For the safest high - profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed. No. 13 MIRM" Installation Manual 214 Installing the modules SolarMount Code - Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J- boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J- boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high - profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the first module with T -bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. Turn the second module face up (Fig. 16). With T- bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable clamps to rails with self- tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 15). Check that all flange nuts on T -bolts are securely fastened. FrIn 7r T High - lipped module (cross section) SolarMount rail Module '' /2' minimum frame '/V module bolt I and flange nut i Rail End clamp —� Figure 15 J -boxes Figure 16 i Module frames i i 'A" module bolt and flange nut Rail Mid clamp I Figure 17 Spacer Low - lipped module (cross section) Figure 18. Mid clamps and end clamps for lipped frame modules are identical. A spacer for the end clamp is necessary only if lips are located high on the module frame. 14 SolarMount rail Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Milt=" Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area.... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails... 18 Installing module -rail assembly.. 19 Table 7. Part quantities ........._... _I ` iai 92E 1 AO' Figure 19. SMR and CB components SMR Series SolarMount Rail Sets (model no. = rail length in inches) Recommended size ' /e" footing ' /e- flange X - hardware %6" Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CB Series Clip Sets (model no. = modules accommodated) '/, "module A- flange Clips bolts nuts CB2 8 8 8 CB3 12 12 12 CB4 16 16 16 CB5 20 20 20 CB6 24 24 24 CB7 28 28 28 CB8 32 32 32 Table 8.Wrenches and torque Wrench Recommended size torque (ft4bs) X - hardware %6" 15 %" hardware %6" 30 QStainless steel hardware can seize up, a process called galling.To significantly • reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 15 IMIRM" Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Distance between lag bolt centers 2" Distance between module mounting holes `I3�t PV module Q Module bolt Cliff Rai;---► L -foot --- ;n Lag bolt Distance between +-- laq bolt centers 1/4 s -# s !14 -*-- Distance between module mounting holes f "' Figure 20. Clip Arrangements A and B Ns. 16 Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: Ifyou choose Arrangement B, either (1) use the upper mounting holes of the L-feet or (2) be certain that the L-feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports — either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L- feet" (p. ii). Leave enough room to safely move around the array during installation. The width of a rail- module as- sembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Installation Manual 214 Laying out and installing L feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L -feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code - Compliant Planning and Assembly V11® Roils i r r r r r r r I I i i r i i I r Insf all now ' Figure 21. Rails laid out perpendicular to the rafters. Ratters Install later ----- - -->.i Lower roof edge Rafters Mounting block t dk Install Install L -`eet L-feet now +� r later Mounting Rails block `l Figure 22. Rails laid out parallel to the rafters. ftK 17 MASU O Installation Manual 214 SolarMount Code - Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 19, p.15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p.16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot - pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self- tapping screws. Page 18 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly V1 IR"' Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). Mount in the lower hole for a low, more aesthetically pleasing installation. Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L- feet" above. Torque all footing flange nuts to 30 foot - pounds. Verify that all lag bolts are securely fastened. clip slots Mountirg slots Flange Foofi tg �, nut boll slot / \ \� Figure 23. Leg -to -rail attachment Page 19 VNMM4 Installation Manual 214 SolarMount Code - Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc., warrants to the original purchaser ( "Purchaser ") of product(s) that it manufactures ( "Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ( "Finish Warranty "). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified byAAMA 609 & 610 -02 — "Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and Flashings, may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. NV 20 UniRac, Inc. 1411 Broadway NE 505.242.6411 www.unirac.com Albuquerque NM 87102 -1545 USA 505.242.6412 Fax James V. Hastings Stanley D. Lewis Robert V. Leberer Gerald P. Adkinson Bryan M. Camphouse Anderson & Hastings C o n s u l t a n t s, I n c. Mr. Bill Carlson, REHS Town of Vail 75 S. Frontage Road Vail, CO 81657 Bo7 -o2r1 July 18, 2007 Town of Vail OFF1 CT COPY Re: Visitor Center at the Vail Transportation Center — Roof Review Dear Mr. Carlson: At your request we have evaluated the roof supporting structure of the Visitor Center at the Vail Transportation Center for its capacity to support a system of solar panels. A solar panel system weighing 2.8 pounds per square foot, in addition to a new replacement roof, were considered in our review as contributing to the total loads acting on the structure. Our evaluation was based on the original structural design of the building, done by our firm, as well as information contained in the UniRac Installation Manual 808.1. Based on our review, it is our opinion that the existing structure has the capacity to support the additional weight of the solar panel system, (as mounted in accordance with the UniRac Installation Manual), along with the design live loads stipulated by the Town of Vail. We are available at your convenience to discuss this report. RE o� 0A�pCEN j'-.,;.p� 29116� A: RVL/bls RV L07- 18.LTR/(07 )999 -9741 Sincerely, V T2� /,/, Robert V. Leberer C o n s u l t i n g S t r u c t u r a l a n d C i v i l E n g i n e e r s Union Terrace • 12596 West Bayaud Avenue, Suite 350 • Lakewood, CO 80228 Phone (303) 433 -8486 • Fax (303) 433 -0408 Anderson & Hastings C o n s u l t a n t s I n c Roma L, Stevens Scott B. Beck James V. Hastings Stanley D. Lewis Robert V. Leberer Gerald P. Adkinson Bryan A Camphouse Mr. Bill Carlson, REHS Town of Vail 75 S. Frontage Road Vail, CO 81657 July 18, 2007 Re: Visitor Center at the Vail Transportation Center — Roof Review Dear Mr. Carlson: At your request we have evaluated the roof supporting structure of the Visitor Center at the Vail Transportation Center for its capacity to support a system of solar panels. A solar panel system weighing 2.8 pounds per square foot, in addition to a new replacement roof, were considered in our review as contributing to the total loads acting on the structure. Our evaluation was based on the original structural design of the building, done by our firm, as well as information contained in the UniRac Installation Manual 808.1. Based on our review, it is our opinion that the existing structure has the capacity to support the additional weight of the solar panel system, (as mounted in accordance with the UniRac Installation Manual), along with the design live loads stipulated by the Town of Vail. We are available at your convenience to discuss this report. �ooll I I IIlll / / / /�� r°oo�P�� ± -o 00a 29116 �' r•,. jE Lv° '. ►nnnn RVL/bls RVL07- 18.LTR/(07)999 -9741 Sincerely, 72-/61 V -/� Robert V. Leberer C o n s u l t i n g S t r u c t u r a l a n d C i v i l E n g i n e e r s Union Terrace • 12596 West Bayaud Avenue, Suite 350 • Lakewood, CO 80228 Phone (303) 433 -8486 • Fax (303) 433 -0408 Stanley D. Lewis Robert V. Leberer Gerald P. Adkinson Bryan M. Camphouse Anderson & Hastings C o n s u l tan t s, I n c. Mr. Bill Carlson, REHS Town of Vail 75 S. Frontage Road Vail, CO 81657 X07 - 02// July 20, 2007 Town of Vail FIELD COPY Re: Visitor Center at the Vail Transportation Center — Solar Panel Anchorage. Dear Mr. Carlson: This letter is supplemental to our previous letter, dated July 18, corresponding to the support of roof mounted solar panels at the Visitor Center at the Vail Transportation Center. In addition to our review of the existing roof structure, we have evaluated the proposed mounting details for the attachment of the solar panels, as illustrated in the UniRac Installation Manual 808.1. It is our understanding that the specific panels will be Mitsubishi MF 180 UD 4 180, which have the same dimensions as the 170 series, and that the support rails will be attached to the existing 2 x 12 rafters with 1/4" diameter lag screws, with a minimum penetration of 2'/4 ". Our evaluation included an analysis of forces specific to the site location, corresponding to the 2003 International Building Code, including a basic wind speed of 90 miles per hour (3 second gust), exposure B. Based on our review, it is our opinion that the attachment details contained in Installation Manual 808. 1, using the fasteners described above, are adequate to safely anchor the panels for the live loads stipulated by the Town of Vail. We are available at your convenience to discuss this report. ,pU111111111//// z REGIS "NCEIVT'� _ • o e 29116 LAJ zz A �c� i%/`�S /O N A; IE *x�`\`. RVL/bls RVL07- 20.LTR/(07)999 -9741 Sincerely, F" � Robert V. Leberer C o n s u l t i n g S t r u c t u r a l a n d C i v i l E n g i n e e r s Union Terrace • 12596 West Bayaud Avenue, Suite 350 • Lakewood, CO 80228 Phone (303) 433 -8486 • Fax (303) 433 -0408 Anderson & Hastings C o n s u l t a n t s I n c Ronald L. Stever Scott E. Beck James V. Hastings Stanley D. Lewis Robert V. Leberer Gerald P. Adkinson Bryan M. Camphouse Mr. Bill Carlson, REHS Town of Vail 75 S. Frontage Road Vail, CO 81657 July 20, 2007 Re: Visitor Center at the Vail Transportation Center — Solar Panel Anchorage. Dear Mr. Carlson: This letter is supplemental to our previous letter, dated July 18, corresponding to the support of roof mounted solar panels at the Visitor Center at the Vail Transportation Center. In addition to our review of the existing roof structure, we have evaluated the proposed mounting details for the attachment of the solar panels, as illustrated in the UniRac Installation Manual 808.1. It is our understanding that the specific panels will be Mitsubishi MF 180 UD 4 180, which have the same dimensions as the 170 series, and that the support rails will be attached to the existing 2 x 12 rafters with 1/4" diameter lag screws, with a minimum penetration of 2'/4 ". Our evaluation included an analysis of forces specific to the site location, corresponding to the 2003 International Building Code, including a basic wind speed of 90 miles per hour (3 second gust), exposure B. Based on our review, it is our opinion that the attachment details contained in Installation Manual 808. 1, using the fasteners described above, are adequate to safely anchor the panels for the live loads stipulated by the Town of Vail. We are available at your convenience to discuss this report. `�XX� \U111 111111 / /�����, X00 RED /S ;' ��0�0•��,NCENY% �P0, + 0�29116Q.� ��S/,0 N Al \t *��`��� RVL/bls RVL07- 20.LTR/(07 )999 -9741 Sincerely, vz-,4 �/ & Robert V. Leberer C o n s u l t i n g S t r u c t u r a l a n d C i v i l E n g i n e e r s Union Terrace • 12596 West Bayaud Avenue, Suite 350 • Lakewood, CO 80228 Phone (303) 433 -8486 • Fax (303) 433 -0408 11 -09 -2007 Inspection Request Reporting Page 62 5:02 gm Vail, CO - City Of Requested Inspect Date: Monday, November 12, 2007 Inspection Area: JRM Site Address: 241 E MEADOW DR VAIL VAIL VALLEY TRANSPORTAION CENTER VISITOR A/P /D Information Activity: B07 -0211 Type: A -COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: I B Insp Area: JRM Owner: TOWN OF VAIL Contractor: GRID FEEDERS Phone: (970) 688 -4347 Description: VISITOR CENTER REROOF- INSATLL PV ARAY AND GRID TIE INVERTER Reauested Inspections Item: 90 BLDG -Final Requested Time: 08:00 AM Requestor: GRID FEEDERS / SCOTT SCHMITZ Phone: 207 - 319 -5770, SCOTT Comments: WILL CALL SCOTT 1 HOUR AHEAD; SOLAR PANELS Assigned To: JMONDRAGON Entered By: LCAMPBELL K Action: Time Exp: Inspection History Item: 30 BLDG - Framing Item: 70 BLDG -Misc. Approved 07/27/07 In�s gector: JRM Action: PA PARTIAL APPROVAL Comment: ONE LINE OF MOUNTS IN PLACE 07/30/07 Inspector JRM Action: PA PARTIAL APPROVAL Comment: WORK STILL IN PROCESS, NOT ALL MOUNTS WERE IN PLACE AT TIME OF INSPECTION Item: 90 BLDG -Final REPT131 Run Id: 7216 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ORAd M Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ( U 2 ADD /ALT COMM BUILD PERMT Job Address: 241 E MEADOW DR VAIL Location......: VAIL VALLEY TRANSPORTAION CENTER VISITOR Parcel No....: 210108227002 OWNER TOWN OF VAIL 05/22/2008 C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT TURNER MORRIS,INC. 5054 MARSHALL STREET ARVADA CO 80002 License: 647 -B CONTRACTOR TURNER MORRIS,INC. 5054 MARSHALL STREET ARVADA CO 80002 License: 647 -B 05/22/2008 Phone: 303 -431 -1300 05/22/2008 Phone: 303431 -1300 Permit #: B08 -0178 Project #: � -6Zd4 Status.. ISSUED Applied..: 05/22/2008 Issued ...: 05/22/2008 Expires...: 11/18/2008 Description: TRANSPORTATION CENTER- ALL ROOFING EXCEPT VISITORS CENTER (COMPLETED IN 2007) Occupancy: Valuation: $102,000.00 Type Construction: Total Sq Ft Added: 0 wwww+ aaawwwwawwwwawwaaawawwwaaww++ wwwwww++ wrare+++++ raaa++ y+++++ raaaaar+ raar+++++++++++++► wwwwwwwwwwwa+ ww+ ww++ wrr++ r+++ r+ a+ araarraaaaaaa++ a+ aaa+++++ aaaaaaaaaaaaara +aaaa+aaaawwwwawwww DECLARATIONS 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 informatior as required is correct. 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 towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. 8:00,AM of Oymer or / G Print Name bld_alt construction _permit_041908 TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM y � Date FEE SUMMARY ++++++......+ w. ww+«««..«+«««««..+«««+. r.«+««+«.« ++.+++rrr +.«+++ +raaaaa.«,w « « «w« Building Permit Fee- -> $1,004.95 Will Cal Fee— - $4.00 Total Calculated Fees —> $3,502.17 Plan Check — $653.22 Use Tax Fee > $1,840.00 Additional Fees —> $3,502.17) Add'I Plan Check Hours -> $0.00 Restuarant Plan Review —> $0.00 TOTAL PERMIT FEES --> $0.00 Investigation —> $0.00 Recreation Fee -- -> $0.00 Payments > $0.00 Total Calculated Fees - -> $3,502.17 BALANCE DUE > $0.00 wwww+ aaawwwwawwwwawwaaawawwwaaww++ wwwwww++ wrare+++++ raaa++ y+++++ raaaaar+ raar+++++++++++++► wwwwwwwwwwwa+ ww+ ww++ wrr++ r+++ r+ a+ araarraaaaaaa++ a+ aaa+++++ aaaaaaaaaaaaara +aaaa+aaaawwwwawwww DECLARATIONS 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 informatior as required is correct. 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 towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. 8:00,AM of Oymer or / G Print Name bld_alt construction _permit_041908 TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM y � Date ' w► w► f► ffrrfr+ rr► rr: rr» ffw+ rr+ rrrrrwww+ r►►► f► ffrwwwrr►►►►► ffwrr+:: arr►+ rffwrrr+++ rr+►+►► r► fr►► rfffrrrrr+► r► ffffrw► r►►► rrf►►+ rr+ aa► rrrarfwwrrr+ r►►►►►►► rrfrfrrwf►aa►► ►►rfffrf+arr ►►►►► APPROVALS Permit #: B08 -0178 as of 05 -22 -2008 Status: ISSUED + rwraffffffffffrrrrrrr rfffffff: f+ rrwrraafffeffrrra+ a++► w► fwffr► r+++ rrarrfrrrrrrxrxrrrrrrxararraarar�frxrrrarrarxaxxrrxaaaaaaaxxrrrrrrrxrararrnxxrrrrrrrrrraaaraaarrrr :txararaarxrx►r Item: 05100 BUILDING DEPARTMENT 05/22/2008 RLF Action: AP Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS wrfrrr: rra+► aarr► r►► rrrrr+ rr+ rar+ r►►► fffxrrr+ a++ r»►►►►►► afwwwwwrrr: rraa► ra:►►►►►►►► fwf►►►►: rwwwxwrxrr++► a►► f► wwrr► rrrra► r►►► a► ff► fswwrwrrrr► aaraaaaaafaafwfewwrrwwa +aarawrarwwwww:rr See the Conditions section of this Document for any that may apply. bld_alt construction _permit_041908 • xr++ aaaafxrx+ raaaaxfr+ a: ffa+ rraaaa++ rarsraffr++ aaaraffrrraaaaaffa: a+ aaaaaf+ r`+ raaaaaaffrr+ r+ r+ aaaffrr++ aafar»+ araaaar +araaaff +a+r+rt +afar►afr:+ arras +f++++rraraafaf++aaaa ++a +�+araf CONDITIONS OF APPROVAL Permit #: B08 -0178 as of 05 -22 -2008 Status: ISSUED a+ aaaxxrrra: aaxfaxxx++ aaaafrxxrrraarxxrr+++ fxxrrraaaffxxxrara+ aafxxxr+ rf++ ff►► afxxrr+ aaaf++ aaaxfxx+ aa: aafar+ aaaaaarrx�aaaaafrxr+: araaaarraaas:t::: xarawrs :raafaarraaaaaaaxxa► : :a »ra Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. bid_alt_ construction _permit_041908 f TOWN OF VAIL 75 S. Frontage Rd. Vail, Colorado 81657 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED RZO „ 7-0 Z Project #: Fox `-t—+cf"2�415 2 Building Permit #: ✓ 970- 479 -2149 (Inspections) TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and /Phone #''s: TIAe?wl� �'/�! 5 =AG 540 Email address: 54m7�G 40N,,,e_r ,,.,- G Fax #: Y7p — �ZG Contractor Signatur COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials) BUILDING: $ h9; Z, O 9D ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ For Parr_PI it Contact Faule County Assessors Office at 970 - 328 -8640 or visit www.eaale- countv.com Parcel Job Name: vA / 4ob Address: Legal Description Lot: Block: Filing: Subdivision: Owners Name: o� .-/ Address: Phone: Architect/Designer: Address: Phone: Engineer: Address: Phone: Detailed description of work: Work Class: New( ) Addition( ) Remodel( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both( ) 1an Does EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single- family ( ) Two - family ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning FNo/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE ONLY***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date Received: Received By: F: \cdev \FORMS \Permits\ Building \building —permit_4 -17 -2007. DOC MAY 2 2 2008 TQMdfd OF VAIL 09 7/2007 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07 -0128 -02�` Job Address: 241 E MEADOW DR VAIL Status ...: ISSUED Location.....: VAIL VALLEY TRANSPORTAION CENTER VISITORApplied ..: 07/16/2007 Parcel No...: 210108227002 Issued . .. 09/20/2007 Legal Description: j-1 _6 2d9, Expires. .: 03/18/2008 Project No : OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT DANICI ELECTRIC PO BOX 7246 BRECKENRIDGE CO 80424 License: 114 -E CONTRACTOR DANICI ELECTRIC PO BOX 7246 BRECKENRIDGE CO 80424 License: 114 -E 07/16/2007 07/16/2007 Phone: 970 - 390 -1173 07/16/2007 Phone: 970 - 390 -1173 Desciption: ELECTRICAL FOR VISITOR CENTER SOLAR PANELS Valuation: $200.00 Square feet: 0 *******************#**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY *****#*##*#*********#******** * * * * * * * * * * * * * * * * * * * * * * * * * * * # # ** Electrical--- - - - - -> $48.75 Total Calculated Fees - -> $51.75 Investigation ---> $0.00 Additional Fees-- - - - - -> ($51.75) Will Call- - - - - -> $3 . 00 Total Permit Fee--- - - - - -> $0.00 TOTAL FEES - -> $51.75 Payments------ ---------- > $0.00 BALANCE DUE--- - - - - -> $0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 07/18/2007 shahn Action: AP per aproved drawing. Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS 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. 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 towns 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 AIYVANCE BY 149 OR A.T OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI i3 '7— 07Z OZ, Project #: Building Permit #: OVAk v� Electrical Permit #: IZ8 7YttlJiT � 970- 479 -2149 (Inspections) 7755 SS.11Frrontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION Ele r'cal Contractor: Town of Vail Reg. No.: Contact Person and Phv,!is: 0�l c ( �I �. 1 -- � �) Nam 34 o -- (1- 3 E -Mail Address: S�l�a <t E �� l�ffi� i r��c cllu�, ,. Fax #: V /r) Z't Contractor Sianature: COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: r .. ELECTRICAL VALUATION: $ 0O !'nnta�^/ Fan /a !'nirnfv dccACCnrc n>cA at 97n- _37R -R64o nr vi_Sit www.eaale- rountv.r_om forParce/ # Parcel # Job Name: �,� Cif i ✓ � � Job Address: �' � a Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: Phone: Detailed description of work:: i 6-PD S OZ4 f� �/� � 'Lj tiv,✓ %�i/•� Work Class: New( Addition ( - -) Remodel ( ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both.) Does an EHU exist at this location: Yes( ) No L Type of Bldg.: Single- family ( ) Duplex ( ) Multi- family ( ) Commercial �4 Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this permit for a hot tub: Yes No Does a Fire Alarm Exist: Yes( No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE ONLY * * * * * * ** DRS Fees: F: \cdev \FORMS \PERMITS\ Building\ electical_permit_11- 23- 2005.DOC Page 1 of 2 11/23/2005 * * * * * * * * * * * * * * * * ** F: \cdev \FORMS \PERMITS\ Building\ electical_permit_11- 23- 2005.DOC Page 1 of 2 11/23/2005 Liji- D p AI� ?"" 6 F D,ST j7 c T)aAur_ t —_ —L V 1 �L O Y /„�;_,(� I � / l�./� !•J / %7 J I '=l �V f� �tY� Col., i r L I 'oroX1:) J I Y b&,472 A7 111,4)'t-) L� IJC /- �IScowl�d gar j1e7. )C NAG GZG���,� Ac_ UN672ou,u UE D TOWN OF VAIL J /'Rrro 3�Z v �2Yof? !iJka � fJ�yT iU ��JTRt'NC� c L ! f �11 t/ ). �,�+ ►� °� Town of Vail U, here � bo .. _ t.Yoi ,i Close to you. Big selection, Keep your eyes Satisfaction. Guaranteed. w�4'4t> Your eyecare benefit is brought to you by TOWN OF VAIL e and VSP. Your • .. from • Exam covered in full . ............................... every 12 months Prescription Glasses Lenses covered in full ......................... every 12 months Single vision, lined bifocal and lined trifocal lenses. Polycarbonate lenses for dependent children. Frame ..................... ............................... every 24 months Frame of your choice covered up to $120. Plus 20% off any out -of- pocket costs. —OR— Contact Lens Care .... ............................... every 12 months When you choose contacts instead of glasses, your $120.00 allowance applies to the cost of your contacts and the contact lens exam (fitting and evaluation). This exam is in addition to your vision exam to ensure proper fit of contacts. If you choose contact lenses you will be eligible for a frame 12 months from the date the contact lenses were obtained. Current soft contact lens wearers may quali for a special contact lens program that includes a contac lens evaluation and initial supply of replacement lenses. Learn more from your doctor or vsp. com. Extra Discounts and Savings Laser Vision Correction Discounts Prescription Glasses -Up to 20% savings on lens extras such as scratch resistant and anti - reflective coatings and progressives -20% off additional prescription glasses and sunglasses* Contacts* -15% off cost of contact lens exam (fitting and evaluation) *Available from the same VSP doctor who provided your eye exam within the last 12 months Your Copays Exam............................................ ............................... $10.00 Prescription Glasses ........................ .........................$25.00 Contacts ..................... .............................No copay applies Dollar for dollar you get the best value from your VSP benefit when you visit a VSP network doctor. If you decide not to see a VSP doctor, copays still apply. You'll also receive a lesser benefit and typically pay more out -of- pocket. You are required to pay the provider in full at the time of your appointment and submit a claim within 6 months to VSP for partial reimbursement. If you decide to see a non -VSP provider, call us first at 800 - 877 -7195. Out -of- Network Reimbursement Amounts: Exam............................................ ............................... $35.00 Lenses: Single Vision ........ ............................... .........................$25.00 LinedBifocal ................................. ............................... $40.00 LinedTrifocal ................................ ............................... $55.00 Frame........................................... ............................... $45.00 Contacts..................................... ............................... $105.00 VSP guarantees service from VSP network doctors only. In the event of a conflict between this information and your organization's contract with VSP, the terms of the contract will prevail. E07 -0128 : Entries for Item: 190 - ELEC -Final 09:07 02/01/2013 Action Comments By Date Unique_ Key AP shahn 11/12/2007 A000107 609 Total Rows: 1 Page 1 Action Comments AP Total Rows: 1 B07 -0211: Entries for Item-90 - BLDG -Final 09:07 02/01/2013 Page 1 By Date Unique_ Key shahn 11/12/2007 A000107 608 Page 1