STOREFRONT, CURTAINWALL & ENTRANCES
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1 2007 STOREFRONT, CURTAINWALL & ENTRANCES
2 Series Flush Glaze Guide Specifications General Description Furnish all necessary materials, labor and equipment for the complete installation of aluminum framing as shown on the drawings and specified herein. Fixed window framing shall be Series Flush Glaze (2" x 4 1/2") as manufactured by Tubelite Inc., Walker, Michigan. Whenever substitute products are to be considered, supporting technical literature, samples drawings and performance data must be submitted ten (10) days prior to bid in order to make a valid comparison of the products involved. Test reports certified by an independent laboratory must be made available upon request. Performance Requirements Air infiltration shall not exceed.06 CFM/Ft 2 when tested in accordance with ASTM E-283 at a test pressure of 6.24 PSF. There shall be no uncontrolled water entry when tested in accordance with ASTM E-331 "Water Penetration of Exterior Windows, Curtainwalls and Doors by Uniform Static Air Pressure Difference" at a test pressure of 15 PSF. There shall be no uncontrolled water entry when tested in accordance with AAMA at a dynamic pressure equivalent of 15 PSF. Structural performance per ASTM E330 shall be based on a maximum allowable deflection of L/175 of the span or 3/4" maximum. The system shall perform to those criteria under a wind load of (architect specify) PSF. There shall be no buckling, stress on glass, edge seal failure, excess stress on curtainwall structure, anchors and fasteners or reduction in performance when tested in accordance with AAMA at a temperature range of 0 0 to F. There shall be no "Life/Safety" type failures (glass breakage, anchor failures, or structural damage) when tested in accordance with AAMA 501.4, seismic test (lateral cycling.) Thermal transmittance due to conduction (U c ) shall not be greater than.60 - poured & debridged only (or.63 - slotted only) BTU/Hr/Ft 2 /F degree when tested in accordance with AAMA Condensation Resistance Factor (CRF) shall not be less than 56 - poured & debridged only (or 53 - slotted only) when tested in accordance with AAMA The system shall have a Sound Transmission Class (STC) rating of 32 and an Outdoor-Indoor Transmission Class (OITC) rating of 26 when tested in accordance with ASTM E90-97, ASTM E (reapproved 1994) and ASTM E Products Materials Extrusions shall be of aluminum alloy 6063-T5 extruded within commercial tolerance and free from defects impairing strength and/or durability. Main framing sections to be of.075 inch minimum wall thickness and glazing stop moldings of.060 inch thickness. Screws, bolts and all other accessories to be compatible with the aluminum under normal service conditions. Glazing shall be by means of an exterior and interior roll-in wedge of high quality extruded elastomeric material. Optional: Thermal barrier shall be a two part chemically curing, unfilled polyurethane casting resin poured in place for perimeter members. Intermediate vertical members shall be slotted for efficient thermal performance. Finish All exposed framing surfaces shall be free of scratches and other serious blemishes. Finish to be: (architect select) Etched and clear anodized (AAM12C22A31) Clear - Class 2 (OA) (AAM12C22A41) Clear - Class 1 (2A) Electrolytically deposited color (AAM12C22A44) Class 1 Champagne (4K) Light Amber (2K) Amber (1K) Statuary Bronze(3K) Black (OD) Fluoropolymer painted color. Execution Installation Shall be in accordance with the manufacturer s installation instructions and the approved shop drawings. Note: In keeping with Tubelite s policy of continuing product improvements, all specifications are subject to change without written notice by the manufacturer. 2007
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6 Series Flush Glaze Isometric Assembly Details D BUTTS E OFFSET PIVOTS F CENTER HUNG CONCEALED CLOSER G BUTTS H OFFSET PIVOTS A P-1133 x T- w,,,, j A - T WATER DIVERTER <EA. SIDE) E P-1134 m MODIFIED (EA. SIDE1 x NOTE! USE DRILL FIXTURE P-1139 TUBELITE smemc+mberuman(is 1998
7 Series Flush Glaze Isometric Assembly Details A NOTE! \ \ USE DRILL E E I E //I NOTE E B E E E-14142, WATER I I DIVERTER I I (EA SIDE, I I i E NOTE! USE DRILL FIXTURE P-1139
8 Series Flush Glaze Isometric Assembly Details NOTE! r USE DRILL FIXTURE P-1139 T T T NOTE! T E T USE DRILL FIXTURE P-1139 / I / /f E T (4) S T / T-14142, m WATER DIVERTER (EA. SIDE) L-141U4 /-=a. L T T T NOTE! USE DRILL FIXTURE P-1139
9 Series Flush Glaze Isometric Assembly Details E m (3) s-2 P-Y141 CLIP 7 / / I I t E / m (3) s-202 L E-4531 P-503 FILLER E , L P-503 FILLER / t E-4531 E P E-1451 / E-4531 P-503 FILLER tf P-973 CLIP (INCLUDES SCREWS) 531 D m NOTE! ---- USE DRILL FIXTURE P-1139 < E-1438 F HARDWARE PART NUMBER DOOR REINF. FRAME REINF. PART NUMBER PART NUMBER SLOTTED BUTT P P MORTISED BUTT P-092 I INTERMEDIATE p-75l LH,-,R RH OFFSET PIVOT! P-1219 P-360 I I P-1218 P-683 I
10 Series Flush Glaze Isometric Assembly Details x NOTE! E ,,- E USE DRILL FIXTURE P-1139 p-1218 CLIP MODIFIED P-092 : // / 0 P-695R G P-675 J,. S-056 r- E-1438 HARDWARE PART NUMBER DOOR REINF. FRAME REINF -050 PART NUMBER PART NUMBER SLOTTED BUTT P P-538 MORTISED BUTT P-092 P-1219 INTERMEDIATE p-75i OFFSET PIVOT LH OR RH P-360 TUBELITE ST-b
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59 14.53 T14000 Series Flush Glaze Structural Values Shape Description Area Ixx Sxx Iyy Syy T1400 Vertical Mullion T1430 Heavy Duty Vertical Mullion T1435 Open Back Heavy Duty Vertical T14022 Snap-In Filler With Deep Pocket T /2" x 4 1/2" Open Back Horiz * * * * * T " x 4 1/2" Self Mating Horiz * * * * * T14106 Expansion Mullion (Female Half) T14107 Expansion Mullion (Male Half) T14108 Corner Mullion - Single Pocket T14109 Corner Mullion - Single Pocket T14110 Corner Mullion - Double Pocket T14141 Open Back Vertical T14142 Snap-In Filler - Shallow Pocket T14143 Horizontal Mullion * * * * * T14240 Open Back Horizontal * * * * * T14241 Open Back Vertical With Pocket * * * * * T14242 Snap-In Filler With Pocket * * * * * T /8" x 4 1/2" Open Back Vert * * * * * T45005 Open Back 135 Degree Corner Mull * Consult Factory For Section Properties
60 14.54 E14000 Series Flush Glaze Structural Values Shape Description Area Ixx Sxx Iyy Syy E1400 Vertical Mullion E1403 Horizontal Mullion E1430 Heavy Duty Vertical Mullion E1435 Open Back Heavy Duty Vertical E1438 Open Back Door Jamb - No Pocket E1451 2" x 4 1/2" Slick Tube E14021 Door Jamb With Two Pockets E14022 Snap-In Filler With Deep Pocket E /2" x 4 1/2" Open Back Horiz E " x 4 1/2" Self Mating Horiz E " x 4 1/2" Slick Tube E14103 Horizontal Mullion E14106 Expansion Mullion (Female Half) E14107 Expansion Mullion (Male Half) E14108 Corner Mullion - Single Pocket E14109 Corner Mullion - Single Pocket E14110 Corner Mullion - Double Pocket E14124 Door Header - Single Pocket E14125 Door Header - No Pocket E14140 Open Back Horizontal E14141 Open Back Vertical E14142 Snap-In Filler - Shallow Pocket E14143 Horizontal Mullion E14144 Open Back Door Jamb With Pocket E14145 Door Jamb - Back To Back Doors E14240 Open Back Horizontal E14241 Open Back Vertical With Pocket E14242 Snap-In Filler With Pocket E " x 6" Door Header E " x 6" Open-back Sill E " x 6" OB Head, Jamb or Vertical E " x 6" Snap-in Filler with E14644 Pocket 2" x 6" Open-back Door Jamb E " x 6" Open-back Door Jamb E45005 Open Back 135 Degree Corner Mull /14/03 E14000SP.doc
61 MID AMERTCA TESTTNG LABORATORr tnc SIGNAL HILL DRIVE.CATAWISSA. MISSOURI63015 (636) Fpx(636) 257-s425 DATE OF REPORT: LOCATION OF TESTING: DATES OF ERECTION: DATES OF TESING: PRODUCT NAME: JOB NUMBER: CLIENT: March 24,2006 Mid America Testing Laboratory, Inc October l0-21,2005 November 8 * March I l, 2006 l Center Series 05107L-Center-THO Tubelite 'l-he following were present for all or portions of the specimen erection and testing: Mr. Steve DeYoung Mr. Les Olds Mr. Eric Kraus Mr. Travis Swisshelm Ms. Cindy Barrow Mr. Rick Heitmann Tubelite Tubelite St. Charles Glass Mid America Testing Laboratory Mid America Testing Laboratory Mid America Testins Laboratorv INTRODUCTION As requested Mid America Testing Laboratory provided a structural chamber for purposes of weatherization, structural and thermal testing on the Tubelite center system. The test unit rvas erected on site bv St. Charles Glass and Glazins under the direction of 'fubelite. UNIT DESCRIPTION The test unit was identified as a Tubelite T14000 Center Series and measured a nominal 8' wide X 8'high. A total of four (4) lites of glass were incorporated into the test specimen with the overall depth of the thermally broken system measuring 4 Yr" deep. The depth was equally created with the interior and exterior extrusions.
62 March 24,2006 T14000-Center THO FORMAL TESTING All tests were performed utilizing the base guidelines provided by Tubelite incorporaring the appropriate procedures outlined by AAMA and ASTM as referenced below: I. PRELOAD + I 5.0 PSF static pressure (50% of the positive design load for ten ( I 0) seconds). ALLOWED: RESULTS: No failure of the svstem No failure of the system The above result constitutes an acceptable performance. 2. STATIC AIR INFILTRATION (ASTM E283) at6.24 PSF (50 MPH wind and 1.2" H20). ALLOWED: RESULTS: 3.8 CFM gross leakage or.06 CFM pcr square foot. 3.0 CFM gross leakage or.047 CFM per square foot. 'fhe above results constitutc an acceptable performance. 3. STATIC WATER INFILTRATION (ASTM E33l) at 10.0 PSF (63 MPH wind and I.92" HzO) with a water spray rate of five (5) gallons per hour per square foot minimum for fifteen (15) minutes. ALLOWED: RESULTS; No uncontrolled water infiltration to thc room side. No uncontrolled water infiltration to the room side. The above result constitutes an acceptable performance'
63 March 24,2006 T14000-Center THO 4. STATIC WATER INFILTRATION (ASTM E33l) at tz.o psf' (69 MpH wind and 2.3" H2O) with a water spray rate of five (5) gallons per hour per square foot minimum for fifteen (15) minutes. ALLoWED: RESULTS: No uncontrolled water infiltration to thc room side. No uncontrolled water infiltration to the room side. The above result constitutes an acceptable performance. 5. DYNAMIC WATER TNFTLTRATION (AAMA 501. I ) with a I 00 MpH wind velocity at the prop creating a slip stream wind speed at the face of the wall of 69 Mpll at the wall equivalento 12.0 PSF. Water was applied at a rate of five (5) gallons per hour per square foot for fifteen (15) minutes. ALLOWED: RBSULTS: No uncontrolled water infiltration to the room side No uncontrolled water infiltration to the room side. The above result constitutes an acceptable performance. 6. STRUCTURAL DESIGN LOADING (ASTM E330) with each load being held fbr a duration often (10) seconds PSF ( 50% Positive Design Load) PSF (100% Positive Design Load) PSF ( 50% Negative Design Load) PSF (100% Negative Design Load) ALLOWED: No member shall have deflection greater than L/175 of its span or.37" vertically a.25" horizontally.
64 March 24,2006 T14000-Center THO RESULTS: No member exceeded the allowable deflection criteria with the maximum vertical deflection of.33" and maximum horizontal deflection of.15". The above results constitute an acceptable performance. 7. CONDENSATION RESISTANCE (AAMA ) with the temperatures being held for a period of two (2) hours after stabilization. Eight (8) sets of reading were taken at fifteen (15) minute intervals with averages used to calculate the CRF value. 'fhe following were the base conditions: Warm side ambient temperature: Cold side ambient temperature: lnterior humidity: Exterior wind speed: 68 degrees Fahrenheit 0 degrees Fahrenheit 35o l5 miles per hour Calculated CRF Value: 8. STATIC AIR INFILTRATION (ASTM E283) at6.24 PSF (50 MPH wind and 1.2" r r20). ALLOWED: RESULTS: 3.8 CFM gross leakage or.06 CI'M per square foot. There was no measurable change in the air infiltration as a result of the thermal testing. 'fhe above results constitute an acceptable performance. 9. STATIC WATER INFILTRATION (ASTM E33l ) at 12.0 PSF (69 MPH wind and 2.3" H:O) with a water spray rate of five (5) gallons per hour per square foot minimum for fifteen (15) minutes. ALLOWED: No uncontrolled water infiltration to the room side.
65 March 24,2006 T14000-Center TI{O RESULTS: 11o uncontrolled water infiltration to rhe room side. The above result constitutes an acceptable performance. l0 (AAMA 501.1) with a 100 MpH wind velocity at the prop creating a slip stream wind speed at the face of the wall of 6g MpH at the wall equivalento 12.0 PSF. Water was aiplied at a rate of five (5) gallons per hour per square foot for fifteen ( l5) minutes. ALLoWED: RESULTS: No uncontrolled water infiltration ro the room side. No uncontrolled water infiltration to the room side. The above result constitutes an acceptable performance. 1 l. STRUCTURAL PROOF LOADING (ASTM 8330) with each load being held for a duration often (10) seconds PSF ( 75% Positive Design Load) PSF ( 150% Positive Design Load) PSF (75% Negative Design Load) PSF (150% Negative Design Load) ALLOWED: RESULTS: No member shall have permanent set in excess of.zy of its span or shall therc be any failure of the system. No member exceeded the allowable permanent set or was there any {ailure of the system. The above results constitute an acceptable performance.
66 March 24,2006 T14000-Center THO SUMMARY: -fhc Tubelite T14000 Center system has met the desired levels of performance as clirected by the client. Should you have any questions regarding the information contained in this report please feel free to contact the laboratory. l'his document is valid for a period of four years from date of testing and may not be reproduced without permission of the testing laboratory. Respectful ly Submitted, Rick A. Heitmann President RAII:mm 'R-Ccntcr-l-l l0
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