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Home My WebLink AboutTEST REPORTSCERTIF[kl) ESTING i IBQRAIQIiIES_ Architectural Divisioo o 7252 Nauoirs i.c Rd_ ! orian<i i, H. 12822 (407) 3S4-7744 a Fiix (407) 1R4-7751 Web Site: wwt .ctlar •1%com E-mail: ct(arch rom SCARIFIED BY St. Lucie County Report No.: CTLA 2037W-2 DC Not. No.: CTL 10011 CTL Certification #: 08-0528.05 Test Requested By: Ingersoll Rand 9017 Blue Ash Rd. Cincinnati, Ohio 45242 Date; June 28, 2010 Test Dates: June 21" — 26", 2010 Tests Conducted: TAS 201 (Lg. Missile), TAS 202 (with deviations, no water test) & TAS 203 Design Pressures: Specimen 1 (TAS 202) - Outswing + 80.0 psf. - 60.0 psf. Specimen 2 (TAS 202) - Inswing + 60.0 psf. - 80.0 psf. Specimen 3 & 4 (TAS 201, TAS 203) + 70.0 psf. - 70.0 psf. (1) DESCRIPTION OF SERIES .Model Designation: SZ Series 3070 Steel Commercial Flush Door,18 gauge Overall Size: All Specimens - (Frame) 40.00" wide x 86.00" high x 5.75"" deep. Confi¢uration. All Specimens - X No. & Size of Panels: All Specimens - (1) Slab 35.79" wide x 83.19" high. (2) MATERIAL CHARACTERISTICS Frame Material: All Specimens ASTM A-366 16 Ga. Steel, cold rolled as stated by manufacturer FrameConstruction: All Specimens Cold rolled steel measuring 2.0" wide face x 5.75" deep x 4`y Mitered comer tab and slot construction. Extruded alutnA;„ 0.500" high x 5" wide x 36" long coped to fit into maipd'u rt' el . _;Nfiiel three (3) #12 x 1.50" wood screws. __ *: NO 20;24 Page 2 of 8 Ingersoll Rand Report #: CTLA 2037 W-2 Slab Construction: All Specimens Glazine• Weather-stripping: All Specimens OTY One (1) Strip One (1) Strip One (1) Strip One (1) piece Hardware: All Specimens Single slab measure 35.79" x 83.19" x 1.75". 18 Ga. Galvanized steel skins. Polystyrene core laminated to both inside faces. Vertical edges square with a continuous mechanical seam. Top and bottom rails contained 16 GA. steel channels measuring .688" x 1.660" x 35.66" long, spot welded to face sheets nominally 2" from each end and 6" on center thereafter. Lock reinforcement is 14 - - - Ga. and 8 Ga. hinge reinforcements. N/A DESCRIPTION PS-074 Weather-strip PS-074 Weather-strip Bulb vinyl bumper basket .250" o.d. Fas-seal door sweep two (2) fin LOCATION Frame Head Frame Jambs Length of threshold Slab bottom OTY DESCRIPTION LOCATION Three (3) Ives 5BB1 hinges 4.5" x 4.5" x .134" thick with Three in each frame jamb four (4) .210" dia. X .525" self threading measuring from rabbet in head Phillips head countersunk screws to frame and to center of hinge at 9.75", four (4) Phillips head countersunk screws to the 41.69" and 73.625" leaf. Six (6) Wire hinge spacer. One behind each hinge on door leaf. One (1) Falcon T series, Grade 1, cylindrical lock 1/2" Door Slab latch throw. One (1) National Guard 950A Threshold w/bumper. Frame Sill. Reinforcement: All Specimens OTY DESCRIPTION LOCATION One (1) Cylindrical lock reinforcement, 14 GA Door leaf lock stile galvanized steel Three (3) Hinge reinforcement, 8 GA galvanized steel Door leaf hinge stile measuring 1.25" x 8" long. �4tlllttJ Three (3) Hinge reinforcement, 7 GA steel measuring FrattspYla��/i�r 1.23" x 9.19" long. �. sTArc or- Page 3 of 8 Ingersoll Rand Report#: ' CTLA2037W-2 Weep holes: Sealant: All Specimens N/A Latex caulking as needed to seal unit into rough opening. INSTALLATION: Screws and Method of Attachment: All Specimens Specimens were tested in wooden test buck, installed with eight (8) 3/8 x 4" lag bolts (4 per jamb) and three (3) #12 x 1.50" wood screws. Head: None Sill: Three (3) #12 x 1.5" wood screws located 6.5", 18", 29.5" Jambs: Eight (8) 3/8" x 4" lag bolts. Four (4) in each Jamb, located measuring from bottom to top at 4", 19.97", 51.9", ! 111111r11, W k STATE OF Z' Page 4 of 8 Report #: Ingersoll Rand CTLA 2037W-2 ' ` Test Sequence: TAS 202 1. Air Infiltration 2. Y2 Test Pressure Positive 3. %2 Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Full Test pressure Positive 7. Full Test Pressure Negative Performance Test Results ASTM 283-91 ASTM E330-02 ASTM E330-02 ASTM E330-02 ASTM E330-02 ASTM E330-02 ASTM E330-02 Deflection Gauges locations Deflection was measured with two (2) 5" CDI Dial Indicators Location #1 2" above lock. Location # 2 Mid -span of fasteners in jamb. AIR INFILTRATION Air Infiltration Tests were conducted in accordance with TAS 202-94 Air @ 1.57 psf. Actual Allowable Specimen 1 .13 cfm/ft2 .34 cfm/ft2 Specimen 2 .14 cfm/ft2 .34 cfin/fV STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with TAS 202-94 Specimen 1 - Outswing Range of test Time (See.) Load (asE) Loc. Positive loads (Design Pressure + 80.0 psf.) 1/2 Test 30 60 Design 30 80 Loc.I Test Negative loads 1/2 Test Design Test Loc. 2 30 120 - Loc. 1 Loc. 2 (Design Pressure — 60.0 psf.) 30 45 30 60 30 90 Loc. I Loc. 2 Loc. I Loc. 2 I 2 91 Deflection Perm. Set Allowable 0.286" 0.149" 0.022" 0.333" 0.041" 0.128" 0.322" 0.087" All Permanent set numbers are gross numbers Location (1) - Max. allowable Perm. Set after test load (0.4% of 83.25" span) = 0333 Location (2) - Max. allowable Perm. Set after test load (0.4% of 32.0" span) = 0.12��^. 0.140" 0.333" 0.014" 0.128" Page 5 of 8 Ingersoll Rand RBport #: ' CTLA 2037W-2 Performance Test Results (Continued) STATIC AIR PRESSURE TESTS (Continued) Specimen 2 - Inswing Range of test Time (Sec.) Load (osf.) Loc. Deflection Perm. Set Allowable Positive loads (Design Pressure + 60.0 psf.) 1/2 Test 30 60 Design 30 80 Loc.1 0.336" Loc.2 0.091" Test 30 120 Loc.1 0.145" 0.333" Loc.2 0.015" 0.128" Negative loads (Design Pressure — 80.0 psf.) 1/2 Test 30 45 Design 30 60 Loc.1 0.275" Loc.2 0.145" Test 30 90 Loc.1 0.023" 0.333" Loc.2 0.042" 0.128" All Permanent set numbers are gross numbers Location (1) - Max. allowable Perm. Set after test load (0.4% of 83.25" span) = 0.333" Location (2) - Max. allowable Perm. Set after test load (0,4% of 32.0" span) = 0.128" Title of Test Method Specimen 1 Forced Entry AAMA 1304 -02 Passed 300 Ibs Resistance Load peak was 30 seconds Specimen 2 Forced Entry AAMA 1304 -02 Passed 300 Ibs Resistance Load peak was 30 seconds Note: At the conclusion of testing, there was no opening thru which access to the interior hardware, or locking devices could be gained. In addition there was no openingwhi6 allowed for entrance i `gkthkWpppjjnen tested. The leaf remained locked, closed and no locks or hinges disengaged. ��51�C;AAy�ii n 2092A4,11yf o W_ ,aCt e_ STA'fHOF \ ;,rN� Page 6 of 8 Ingersoll Rand Report #: CTLA 2037W-2 Performance Test Results (Continued) Impact Test: Laree Missile Impact tests were conducted in accordance with TAS 201-94 Each specimen was impacted with an 8 ft., 9 lb. Southern yellow pine 50mm x I00mm (2" x 4") at the following locations: Note: Specimen 3 (Outswing) & 4 (Inswing) X measurement from left edge of specimen. Y measurement from top edge of test specimen. Type and weight of missile: # 2 Southern Yellow Pine 2x4, Length approx. 89-5/16" & 9 lb. Specimen 3 Specimen 4 Specimen # Impact No. Speed Ft/See. X Meas. Y Meas. 3 1 49.7 20.00" 41.50" 3 2 49.5 33.50" 75.00" 4 I 49.3 20.00" 4 2 50.1 33.00" Result: None of the impacts penetrated the specimen. 42.00" 76.00" itllilli O:. �i STATE OFOR it :2 Page 7 of 8 Ingersoll Rand Report #_ CTLA 2037W-2 Performance Test Results (Continued) Fatigue Loading Test Cycle tests were conducted in accordance with TAS 203 Specimen 3 & 4 Positive loads Design Pressure + 70.0 psf. Ranee of Test Actual Load (psf.) # of Cycles Cycles/min. +.0 to 0.5 35.0 600 56 +.6 to 0:6 42.0 70 56 +,.0 to 1.3 91.0 1 671 cycles completed Negative Loads Design Pressure - 70.0 psf. Range of Test Actual Load (Qsf.) +,0 to 0.5 35.0 +.0to0.6 42.0 +.0 to 1.3 91.0 671 cycles completed it of Cycles Cycles/min. 600 56 70 56 Deflection Set 0.375" 0.00" Deflection Set 0.250" 0.00" Result: Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. There were no cracks longer than 5" x 1/16" through which air could pass observed. The results obtained and reported apply only to the specimens tested. Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results. Drawings to be Submitted: Submittal drawings numbered, 2037W sheets 1 thru 3 of 3, and marked with the CTL st are a part of this report. '+,,, STATE OF Page 8 of 8 Ingersoll Rand Report M CTLA 2037 W Remarks: Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CTL for a period of ten (10) years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test - - results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the client is accurate and that the physical and chemical properties of the components are as stated by the manufacturer. Observers Yuriy Farber - Ingersoll-Rand Kevin Schmidt - Ingersoll-Rand Snehil Solanki - Ingersoll-Rand Dade County Witness: Not present All Tests Witnessed by: Ramesh Patel P.E. Stephen Gibbs - CTL Jonathan Pittenger Lab Technician Architectural Division Certified Testing Laboratories cc: Ingersoll-Rand (4) Ramesh Patel (1) File (1) fr' No 20224 1 GrATE OF I HA• ILL I 40.875 yr 40' FFRAME k r-- y-.S76- E HS i I Hr hU1C' L� 9.750 6 IfQ FA` (5E€ NOTE a) Hxx v EQ.- ® � � LEII'Haxz HTTN I loin � 4 1w. @ SEE NGFE 7. SPA* 11.5fF—i / H s7s• w I FL30• TW- SILL ISTALLATMM MPICAL' j CI , Date' Verity 1 2' FRIIF ESHING ORATORIES ARCHITECTURALiiiii DIVISION 7252 NARCOOSSEE ROAD ORLANDO, FLORIDA 32822 HEMS, L ONE ROV OF PS074 VEATIERSTRIPPDIG PER JAMS Alm HEAa 2. AfORt REQmIDpIT9 SEE SHD 2 FOR TESTED AlUQ2 AHm D6TALLATMN 3. HI REQUIREMENT& KIN Go H DKFS LOCATIMM A75' FROM RABBET I1 HEAD TO CL W TOM MiGE I&W FROM FL" TO Cl- OF BITTTOM MD", EQUALLY SPACED OH BLTWEEK l SEE SHEET 6 FOR AVAILABLE STANDARD UPEKM MEs A m SPECD7CATDHS S HAMAFE DISTALLATDN AS PER HAMFACTURER'S DSfRUCTm6 6. 4' FACE HEAD IS AVAD-ABLE WEN FRAME IS GRCUFCB VnW CamCRETE 7. APLLY FALLK AS IEEOE M Fi PRCCUCf IS MOT APPROYM MERE EATER 09FLTRATXN D NOTE:3- {.Y x 4X BUTT HWES .ISO 11A1. (4) 012-24 US PER MIME CORE UATMAL• '9 ,1 POLYSTYRENE 35.8H' X'81.3• YAX. 10 t — Su r OL9ETi SHL2 NAri GUARD eDDA .tao',utna. soea is. ss x or x x• um Ingersoll Rand SerAT Tdhdoom FS S HME FLUSH DOOR IFT BY FAUXIH 2037w A 'DCAD IT v 3 86" �."It OF PART 6 SLOTS Rxm^sEcnw ITI— 35.625 -� �- 0.75" g 28.12 FAS-SEAL MOOR SVEEP TOTAL: (4) EMA ANCHORS NTH LAG 0.`25" 0.5" BOLTS 31.93) PER JAMB OF WOOD �— STUD IIATDNAL UARD 950 SERIES TVRESIILO WITH SILICONE, VUM 15.97 1 1 ANCHOR TYP. OR NEOPRENE D�pER _ /_�) LREFER TO 4" J SILL INSTALLATION DETAIL (SHT.1) LOCK —IN 19 WELD —IN j�w SHIM SPACE 1/{' MAX 1 74 SE)F-�DIE31E AFwIfF1SiINi16 CfATv;3? ESi;.IG A"�..�'�,lSf-`..+1 ARCHITECTURAL DIVIS1014 7252 NARCOOSSEE ROAD OALANDO. FLORIDA 32822 CTLA No. -- Date Verified: Verified Bv.- 2" 5.75" "Diw JAI® 1.94" BENT TABS V SEASSEMBLY 'KD' 'KNOCKED -DOWN' ASSEMBLY VEAT/ERSTRD"PING DETAD_ WJ. 11I1Eld1M TYPICAL EXCEPT WHEN SPECIFIED) APPROVED STRIKE JAMB Ingersoll Rand ANCHOR DETAILS / MOUNTING CONDITIONS 2037W N 0FIT NGLABMTOIC�1° 7252 NARCOOSSEE ROAD K c v i s r u N s ORLANDO, FLORIDA 32M ` iEs IPTMN I DATE CTL1 No. d.o3'1 w-A TEST mG usrzeno I' 1)ati Verified:— >;.. VcHried.By: �4 li• A: �1 cn�rwt ccr.»s�r FALCON IU-SMM ` UORTM LOCKSET I5-32 MS S 0 Fp120,000 PSI n #12-24 MS SS F1r-120;000 P.Si FALCON, T-SERIES goo m.a CYUNDRICAL LEVER LOCKSET W Ingersoll Rand SorR� Tsdiedoyu ee rur mv/lw YNF �v+a+. NNRS76T FIR TE SOWS 9NiE FW91 DOOR BY WI slFFl.Cf1AFf ■m way BY c'KmR: T. a uo Mu -ass 2037W 4 APR'tOVE➢ M #12-24 A SS Fy=120 K AVAILABLE FUNCTIONS T101 wG;Op T501 .MR T381 _� T411 Q-1Qr T571 T511 T521 T561 u T581 T851 T881 DESIGN PRESSURE RATING MAX. DOOR SIZE MIN. LATCH THROW 11 OUTSWING I INSVVNG L3070 9/16• +BOb60 PSF +60/A0 PEP LARGE AND SMALL MISSILE RESISTANT PER TAS 201 d 203 CYLINDRICAL LOCKSET FALCON T-SERIES f a ' � a CK ✓ cRIVIFI rMlIG A."RAT01LE5 o ARCHITECTURAL DIVISION 7252 NARCOOSSEE ROAD ORLANDO, FLORIDA 32822 CTL.A No. ? o ! AI - DateYerifictL_ Verified By: AVAILABLE LEVER DESIGNS I S• Clf ry avuaN 1 t5 I � TIASANS, 1T� 1 QUANTUM DATE I A I NEV YNF I6/8Dn0 1 1 ANTERIOR 1,F an•Max PANEL OUTSYANG DOOR WRH TSERIESCYDNWdUL LOCK BY FKCON BA'UA+C j PANEL HEIG4Tg-- Ws"HG DOOR Ym T.SFN£S CYL1MOfUCN. LOCX BY F'ALOIX1 NOTES, 1. ALL FINISHES OFFERED. 2. SEE CHART FOR AVAILABLE FUNCTIONAL OPTIONS 3. ELECTRICAL INSTALLATION IS UNDER SEPARATE APPROVAL AND MUST BE RENEWED BY CORRESPONDING AUTHORITY. a. THIS LOCKSET IS APPROVED TO BE EQUAL ALTERNATIVE TO BE USED IN SINGLE 18 GA STEEL COMMERCIAL DOORS MOLDING CURRENT APPROVAL WITH MID PANEL HARDWARE LATCHING THE LOWEST DESIGN PRESSURE RATING SHALL APPLY. 5. THE DEVICE SHOULD BE INSTALLED W COMMERCIAL STEEL DOOR NO V40ER THAN OPTIONAL AND SIGNAL NIGHER THAW 0!•. 6. ALLOWED SIGNAL SWITCH ANDPOWEROESN'T TRANSFER UNITS MAY BE USED AS ALLOWED BY CODE AND IF IT DOESN'T AFFECT THE MECHANICAL PROPERR 7. ALL ELECTRICAL COMPONENTS MUST BE UL APPROVED. S. THIS HARDWARE CAN BE INSTALLED AS PART OF IMPACT RESISTANT UNIT. FLORIDA BUILDING CODE PRODUCT APPROVAL T SERIES BY FALCON CYLINDRICAL LOCK SHEET I DF I I a..