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RC-15-2204 (2) f MIAMDADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy, ES Windows,LLC 3550 NW 49th Street Miami,FL 331.42 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ES-H340 Thermal"Aluminum Single Hung Window—S.M.I. APPROVAL DOCUMENT:Drawing No.WIS-01 titled"ES-H340 Thermal Alum Single Hung Wdw. (S.M.I.)",sheets 1 through 9 of 9,dated 01/09/15,with revision A dated 05/21/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. :..•:. MISSILF IMPACT RATING: Small Missile Impact Resistant. 0 9 0 6. LABELING: Each unit shall bear a permanent label with the manufacturer's narfiis'd'a'rogo, Bat Aliquilla,""' Colombia S.A., model/series, and following statement: "Miami-Dade County PrW �Control Approved"i•••• unless otherwise noted herein. •••••• 9999 . 9999. RENEWAL of this NOA shall be considered after a renewal application has beetiefkk d•and than has been•0•- no change in the applicable building code negatively affecting the performance of thl5 Mbduct. •• •' *00000 TEimINATION of this NOA will occur after the expiration date or if there has;ee*%i revision;;change.0;; in the materials,use, and/or manufacture of the product or process.Misuse of this i6T as an ei�t"e hent of any product, for sales, advertising or any other purposes shall automatically termi'fW8 this NOA. Failure td'* comply with any section of this NOA shall be cause for termination and removal of NOA. '••' ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0129.11 MIAMI•DADE COUJITY Expiration Date: June 25,2020 fev/17, Approval Date: June 25,2015 7 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W15-01,titled"ES-11340 Thermal Alum Single Hung Wdw.(S.M.I.)", sheets 1 through 9 of 9, dated 01/09/15,with revision A dated 05/21/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Small Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 7)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of model ES-11340 aluminum single hung windows,prepared by Fenestration Testing Laboratory,Inc. Test Report No. FTL-7607,dated 06/12/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 11/11/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. a 0 2. Glazing complies with ASTM E1300-09 9696" 9999.. . . 0 .. 9999 D. QUALITY ASSURANCE 96 96" 96 96 96 00" 1. Miami-Dade Department of Regulatory and Economic Resource JnR). :9909: 9999.. 9999 . 9999. E. MATERIAL CERTIFICATIONS •••••• •• ••• 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont I tNemours 8t Co.,Ine•••;• for their"DuPont Butacite®PVB Interlayer"dated 04/11/13;RNp*ng on 12/11/16� • .9690. . . 9999.. 99 . 6 999 6 9 00 0 Q anue Pere E. Product Control E am' er NOA No. 1529.11 Expiration Date: June 25,2020 Approval Date: June 25,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTmw) 2. Test report No. ATI-60520.02-106-18,prepared by.Architectural Testing, Inc., dated 11/09/06, with revision date 11/29/06, issued to Ensinger,Inc., for their Teeatherm@ 66GF insulbar material comprised of Polyamide 66 with 25% glass fibers, per ASTM G 155-00se1, "Standard Practice for Operating Xenon Are Light Apparatus for Exposure of/Non-Metallic Materials", per ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics", for exposed & unexposed sample per Xenon Arc after 4500 Hours, ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position" , ASTM D1929-96 (2000)e01"Standard Test Method for Determining Ignition Properties of Plastics" and ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics" and ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics",signed and sealed by Joseph A.Reed,P.E. 3. Standard Material Values Data Sheet from Ensinger for"Tecatherm 66 GF Polymide 66 with 25%glass fibers,black—Mechanical Properties and Thermal Properties. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest, dated January 12, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Testing proposal issued by the Product Control Section,dated 04/15/13, sjgneq by Jaime Gascon,P.E.,Product Control Supervisor. 0 000000 ...... . ..0 .... . G. OTHERS 000••0 0..0 0000•• 600000 . :*Soo:1. None. •••••- . . 0000.. 0000 . 00000 ...... . . 90.60 . .. .. 0000 0000.0 ...... . . . 00 . 0 0 .00000 0000 . .. . • .0000. 00 . Manuel ere . Product Control Ex mine NOA No.15-0 . 1 Expiration Date: June 25,2020 Approval Date: June 25,2015 E-2 54" 54' INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 47 5/8' 47 5/8" D.L.O. (FIX. LITE) O.L.O. (FIX. LITE) 5" MAX. A 12" MAX. 5" MAX. A 12" MAX. HEAHCORN/ERS 3 SI�LLD HEAD/SILL T HEAD CORNERS SILL DSILL r I i 5 II II II II CD 4 d II $ II r\i 4 II cl �Z cV in a It it I — v\i Gz7 M 4 I I I I M N _j I A \\�� IIi \ E'n M O l I it ==fN FALSE MUNTINS C m ' o o C l m (SURFACE APPLIED) MAY 8E USED 47 5/8" 47 5/8c0i D.L.O. (VENT) D.L.O. (VENT) 51 1/2' 51 1/2" VENT WIDTH VENT WIDTH TYPICAL ELEVATION TYPICAL ELEVATION EQUAL LITES UNEQUAL LITES (ORIEL TYPES) •• •.• • • • • • •• Z ES-H340 (S.M.I.) •• ••• 00 THERMAL ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWSJO BE AS,PER . ••. CHARTS SHOWN ON SHEET 2. • APPROVAL APPLIES TO SINGLE UNITS•OR SIDE BY*SIDE •• 0 COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WH OTHER WINDOW TYPES IN MODULES OF TWO O&VORE WjNQ0VS.V,lqG • MIAMI—DADE COUNTY APPROVED MULLIONS IIS BET)YWS ; : LOWER DESIGN PRESSURE FROM WINDOW'S O.%44"j AP.-PRM: WILL APPLY TO ENTIRE SYSTEM. ••• 000 0 0 EQUAL MTES WINDOW$ EQUAL LITES WINDOWS UNEQUAL LITES (ORIEL TYPE) W1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PS. INTERIOR INSUL. LAM. INTERIOR INSUL. LAM. INTERIOR INSUL: LA FRAME DIMS. GLASS FRAME DIMS. GLASS FRAME DIMS. GLASS WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) -INT.(-) WIDTH HEIGHT EXT.(+) 1N 18-1/8" 80.0 90.0 18-1/8" 80.0 90.0 18-1/8" 80.0 9 25-1/2" 80.0 90.0 25-1/27 80.0 90.0 25-1/2' 80.0 9 ,31' 80.0 90.0 31' 73-1/4' 80.0 90.0 al" 80.0 9 36' 25' 80.0 90.0 36" (7) 80.0 90.0 __ 36" 49-5/8' 80.0 9 39" (3) 80.0 90.0 39" 80.0 90.0 39' (5) 80.0 9 43" 80.0 90.0 43" 1 80.0 90.0 j 43 80.0 9 47" 80.0 90.0 18-1/6" 80.0 90.0 47' 80.0 9 52-1/8" 80.0 90.0 25-1/2' 80.0 90.0 x 52-1/8" 80.0 9 54" 1 80.0 90.0 31" 75' 80.0 90.0 54" 80.0 9 18-1/8" 80.0 90.0 36" (7) 80.0 90.0C � 18-1/8" 80.0 9 25-1/2" 80.0 90.0 39' 80.0 90.0 25-1/2" 80.0 9 31' 80.0 90.0 43" 80.4 90.0 31" 80.0 9 36" 37-3/8" 80.0 90.0 18-1/8" 80.0 90.0 W 36" 55" 80.0 9 39" (4) 80.0 90.0 25-1/2" 80.0 90.0 39" (5) 80.0 9 43' 80.0 90.0 31' 81" 80.0 90.0 43' 80.0 9 47' 80.0 90.0 36' (8) 80.0 90.0 47' 80.0 9 52--1/8' 80.0 90.0 1 39" 80.0 90.0 52-1/8" 80.0 9 54" 80.0 90.0 r NUMBER IN PARENTHESIS INDICATE 54" 80.0 9 18-1/8" 80,0 90.0 MIN. NO. OF ANCHORS PER JAMB. 18-1/6" 80.0 9 25-1/2- 80.0 90.0 25-1/2" 80.0 9 31, 80.0 90.0 31' 80.0 S 36' 49-5/8' 80.0 90.0 36' 62 80.0 5 39" (5) 80.0 90.0 39" (6) 80.0 S 43' 80.0 90.0 43' 80.0 5 47' 80.0 90.0 47' 80.0 1 52-1/8" 80.0 90.0 52-1/8" 80.0 <. 54' 80.0 90.0 54" 80.0 1 18-1/8" 80.0 90.0 18-1/8" 80.0 S 25-1/2' 80.0 90.0 i i ••i i i i i INTERIOR FRAME WIDTH 25-1/2" 80.0 1 31" 80.0 90.0 ••� ••i �•i i•i • • 31' " 80.0 1 36" 55" 80.0 §900 36" 69 80.0 1 39' (5) 80.0 39" (7) 80.0 4 43" 80.0 �• •i� ••• �i� • • 43" 80.0 1 47' 80.0 • • • •• • • ; FLUSH FRAM 47" 80.0 S 52--1/8" 80.0 •• • ••• • 18--1/8" 80.0 1 54" 80.0 90.0 25-1/2" 80.0 18-1/8" 80.0 90.0 ••• • • • • ••• • • 31" 73-1/4' 80.0 25-1/2' 80.0 90.0 i i • i i•i i • • INTERIOR FRAME WIDTH 38" (7) 80.0 31" 80.0 90.0 •i• i� •i �•• •i• i 39' 80.0 36" 62" 80.0 90.0 43' 1 in- /ON on n Ann .e i"" L ,..... tB. TYPICAL ANCHORS WOOD BUCK SEE ELIEV. TYPICAL ANCHORS FOR SPACING EDGE DIST. SEE ELEV. FOR SPACING °4 a' h °'d a I LtOE'DIST. Q • gid . d 4 r4 a 6. � T p, b.a .. °.• d- td N e v E A O M22 E02 ,I! II II ski i� I M18 Ij? Ij ii I I MI5 TYFICA EDGE DIST. —� 1f " DIA 1/4" DIA �4u DIA OPTIONAL TO SPRING LATCH INTO 2BY'••• Mt1 E02 \ v=i THRU 18' �! 1-1/4" 1 E09 i TYPICAL ANCHORS DIRECTLY M7 SEE ELEV. M21 FOR SPACING M7 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 144" DIA MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM „ F' • li is • • • t0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 144 D� INTO MIAI W M22 `. ; ii ` ii : :.: • °• INTO ME1 STEEL ALUMINUI (STEEL It M i.�iANCHOR INTO COP ... INTO WO( INTO ME1 •• • • 1�1 4 WOOD AT M9 CONCRETE 1/4" MAK. INTERIOR FRAME WIDTH 1/4" MAX. SHIM SHIMS E03 M18 D M23 M23 M18 E03 _ TYP1CAl. ANCHORS SEE ELEV. FOR SPACING 1 1/4- ca /4"m _ a o lBY ° WOOD BUCKS M22 M15 M19 EXTERIOR 1 9 TYPICAL ANCHORS D.L. OPG. E2 M22 a d SEE ELEV. FOR SPACING INTERl( : . 1/4" MAX. INTERIOR FRAME WIDTH 1/4" MAX. SHIMS E SHIM PENT WIDTH TYPICAL ANCHORS E03 M13 M17 M16 M15 SEE ELEV. FOR SPACING • ••• • • • • • •• ------------- _.._._.._ =.._ _ _.. .. _..-.._.._.._.._.._.._ .. ._.._. • — TYPICAL ANCHORS • _ SEE ELEV. a ° • • • FOR SPACING L m a o • • • . • • • STRUCTURE • .. •. • • • .. .. A . a M7 M7 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV.FOR SPACING m METAL STRUCTURE d a 6 4 a 'd. 4•a 6 4:. fT Yl � bGE DIST. 4 4. N DOE DIST. /El Q E14 ALT. TYPICAL ANCHORS SEE ELM FOR SPACING F- s t� w 0 .. ... . . . • . e- • •• • • • • ••• • • ••• • ••• • •e• •00 s • • • • • • e• • •• • • •• 00 ee• • • • • • • • • • •• •• • • 0 0 •• •• 0003 0 J--frnal 1/4' MAX' INTERIOR FRAME WIDTH 1/4' MAX. SHIM SHIMS E07 TYPICAL ANCHORS SEE ELIEV. FOR SPACING Al 1 1/4' IN7 19Y ° WOOD DUCKS v TYPICAL ANCHORS d SEE ELEV. FOR SPACING :r 1/4' MAX. SHIM •• •.• • • • • • •• W • • •• • • • • • MQ •• ••• •• • • • •• • ••• • ••• • ••• TYPICAL ANCHORS • • • . . . • • • SEE ELEV. • • • • . • • FOR SPACING •• • • • • • • • • • •• • •• • • •• ••• • ••• • • • METAL STRUCTURE • • • • • • • • • • • •• •• • • • •• •• ITEM # PART i REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS E01 ES-1-1340-501 1 FLUSH FRAME HEAD 6063—T6 — E02 ES—H340-003 4/ LITE GLASS STOP 6083—T6 — E03 ES-1-1340-505 2 FLUSH FRAME JAMB 6063—T6 — E04 ES—H340-007 AS REQD, SCREEN ADAPTER/COVER 6063—T5 E05 ES—H340-503 1 FLUSH FRAME SILL 6063—T6 — E06 ES—H340-502 1 FLANGE FRAME HEAD 6063—T6 E07 ES—H340-506 2 FLANGE FRAME JAMB 6063—T6 — E06 ES—H340-504 1 FLANGE FRAME SILL 6083—T6 — E09 ES—H340-507 i FIXED INTERLOCK 6063—T6 — E10 ES—H340-508 i VENT INTERLOCK 6063—T6 — E11 ES—H340-509 1 BOTTOM RAIL 6063—T6 — E12 ES—H340-510 2 JAMB STILE 8063—T6 — E13 ES—H34D-021 — JAMB TRIM 6063—T5 E14 ES-9502 AS REQD. HEAD FRAME COVER 6063—T5 — M2 ES—H340—G02 AS REQD, EXTERIOR GLAZING WEDGE (FIX. LITE) EPDM DUROMETER 60±5 SHORE A M3 ES—H340—GOI AS REQD. GLAZING GASKET (VENT) EPDM DUROMETER 60±5 SHORE A M4 ES-21-904A AS REQD. SETTING BLOCK (FIX. LITE) EPDM DUROMETER 80±5 SHORE A M5 ES-7530-801A AS REQD. SETTING BLOCK (VENT) EPDM DUROMETER 8015 SHORE A M6 — AS REQD. INTERIOR GLAZING TAPE POLYURETHANE THERMALBOND M7 W23241 NK AS REQD. PIU: W'STRIPPING -- — M8 Q30OT190 AS REQD. Q—LONG W STRIPPING — — M9 WPSA 1/ WEEP FOAM PAD, 2" X 1" X 5/8" FOAM OPEN CELL M10 3032 2/ VENT SWEEP LOCK DIE CAST ALUM. — M11 ES1050--PL1 — SWEEP LOCK FLAT BOLT ST. STEEL M12 SKOS-4000.000 — VENT LATCH INTERLOCK DIE CAST ALUM — M13 ES-1012 — LATCH SPRING LS 4050 ST. STEEL — M14 WA2L — WEEP HOLE COVER RIGID PVC — M15 30-31 2/ VENT ULTRA LIFT BALANCE STEEL ROD M16 — 2/ VENT O'U1f •• ; ••• NYLON FASTENED W/ (1) #8 X 1/2- FH SMS M17 21803 — NON•'ALT •i ••i i • ••• • ST. STEEL — M18 ES—H340—POI — SAS H►STOP•• •• • • • •• RIGID PVC — M19 ES-1000—P1 — NOTCH CAP NYLON M20 2310 — INSOLB"40MM J167 •;• ••• •;• POLYAMIDE ENSINGER M21 1673 — IN$PLUM:20MM•QFFSIE4 • : : : POLYAMIDE ENSINGER M22 — — 1N6WkBA4 12MM;MET• • • POLYAMIDE ENSINGER M23 #10 X 1-1/4" AS REQD. ASSEMBLY FASTENERS ST. STEEL PH SMS M24 f 8 X 1/2' — NON o*N6T SCREWS • • ••• • • ST. STEEL PH SMS M25 #6 K 1/2" BALANCE (4JID.E SCV* ; ; • ; ST. STEEL FH SMS • 000 0 0 • ••• • • 3.403 3.403 1.845 L-p ,472 062 .062 T.090 TYP. TYP. _.622 1.372 `.622 15 .8712 4L -� i.307 •080 1.365 .fl72 .�- 1.747 1.747 090 .090 I M2o 1OMM FLAT -1.503--j 1, 1.503-moi E12 VENT SIDE RAIL .071 EOi FLUSH FRAME HEAD E06 FLANGE FRAME HEAD 1,488 .244 �1.590� r�0 �1.590�j 080 .090 k-.787 .�Y� c .111 2.750 M2i 20MM OFFSET 1.875 3.373 3.373 .070 .071 EE-fF-1 J 062 1.489 082 1.489 1.740 TYP. TYP. .244 159 E09 FIX. MEETING RAIL 1-f 2.812 1.617 .472 3.179 3.679 E03 FLUSH FRAME JAMB Ep7 FLANGE FRAME JAMB 1.42 .070 2.500 M22 t2MM OFFSET 2.020 2.020 TECATHERM@66 GF INSULB SCALE 1:1 •• ••• • • • • • • .090 • • • • • • • • a MATERIAL = POLYAMIOE • • • • • ••• TENSILE STRENM = 13031 PS • • •' ••• • • • • • 1.365 RATE OF BURN = .752 IN./MIN. .070 SELF IG14MON TEMP. = 793' F 070 TYPi. 44 0 2.938 E1O VENT TOP RAIL FLASMOKEt DENSITY 1.63 1'C 1.644 .080 nt'' • 2.938• ... ••• • • • • • • • •• • • • • • • • 1.365 ••• • • • .564 1.064 �- ••• • •, ••• • • .090- 3.468 i i �•i i i i••3;� 2.437 n � 1.500 n_ �h M23 m VENT TOP CORNER FRAME TOP CORNER . . . . . . . . . . .. . . . .. .. . ... . ... M23 PCL XL error warning: 111ega1MediaSize ••••.• • • 06000•0 • • • • 0 0000 • • 6666••0000*0 6666 6006•• • 6066 • • ••*000: • • •0000• 6606 • 66060 • •6.0•. • • 666•6• •• •• ••• • •0 0400 • 6666•• • • • • • • • • :090:0 660049 • • 6 • 6 . • • 6066•• i 1355 NW 97 AV SUITE 200MIAMI, _ SURVEY No. 15-0000748-1 TELEPHONE: OtJRIDA )264 a w a it r U Jr)J Ja rS � m 6 r• ' TELEPfdONE:(305)264-2660 °� FAX:(305)264-0229 DRAWN BY: LG. LAND SURVEYORS SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE =1"=20' 70.00' TOTAL R/W LOT-2 LOT-1 BLOCK-37 BLOCK-37 J� AN � • • ••• • 0000 •�•••� ••F.I.P3/4" W.M. I 90'20'52" • . 4JO CAP 89'39'8"' .... �•• •• •• -- I CONC.DRIVE � �i • • • ••• 000.0• •••• •• • • • � 0000 • ••.• • •• 0000 • ' • ••...• 17.27' 29.00' • ••.• • •• 21.20' -TA/S • 0.0..9 0000.• •••• • • • • N 0000 _ N V LOT-23 N LOT-24 BLOCK-37 BLOCK-37 REMAINDER 2.65' 2.30 LOT-23 ' 0.25'CL BLOCK-37 — A/C o (N.A.P.) o 4.0�! O 0 00 u7 co ~ A � n ONE STORY N ON PL _ IRES. # 10208 0.45 6.75' ri in r` 9.74' 1105' o C2 21.50' 25.00' F.I. 3/4" NO CAP Y M Mo I O O M 90-20152— e.C. 903 F.I.P 3/4" F.I.P 3/4" 67.27' NO CAP NO CAP FJ.P 3/4" 'R " NO CAP k=25.00 U.P. L=39.42 Tan=25.15 ZZ, 6=90'20'52" r� h CH=35.46 jj; i r � � Pv}.i6f'r` }s' �� f _E •'S�y4n f L ,.�P}.� aFO��,fPyt f i-�S iy�nji�� Q m 8 J 5 b k' �sl iilif '� CD O - SURVEYOR'S NOTE: r A)Aphalt Drive Encroaching onto Subject Property on the North side of the property. B)Overhead Utility Line Encroaching onto Subject Property on the Nortwest side of Property. SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey. The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. f 1355 NW 87TH AVE,SUITE 200 MIAMI,FL 33172 Nbv Surveyors SURVEYNO 15-0000748-1 TELEPHONE:(305)264-2660 c - FAX:(30b)284-0228 "' DRAWN BY: LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF E15FT LOT 23 AND ALL LOT 24, BLOCK 37*OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 1,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 10208 NE 4 AVE,MIAMI SHORES, FL 33138 FOR: CORY GITTNER LOCATION SKETCH Scale 1" = NT.S. 1 .,C — 57 51zrT r � o _ .. If •o'so I ., sc stl, �<N T'w D� «s e17,6� v z 5! !Ie 7 c s '� ! z ° ar I w y 7 f n to. • ` q 1iVAt •• I _ IS IG I'( Ib I I! tOrl Itt t!Q C1711a If I' d 19 io II t: t ' � •• •• • I - 5 a I e- 14 - .. I _ _ _ , • • •• ••t ••• T reo ! I �JG IS!• C ': ��• • • • I • 0 2 ° ! STR E.T SUBJECT v o• ••••• •� J•• �'• • • • • _ .. .. ' a '�• i u .. .. 3v St Sc. i KI • • • `.• 1 f I b ,'� 6 — U ( •••••• • • PRO 4 f IM art II ID S 7 5 41 J 2 I� Z IG ••'ii•• 0 I• tc [I.xt TJ, _ 4 1•I 1p I _'.•• •• IG • `7• I ) 20 21 12t 7J� IJ-14 ID IL q 16 11 120 zl 22,71 74-_ ; •••• • • •• •• •• •50 ! / I c•-' icl - I ILo s.. SGI .. I50 L! • ••• • • • S41n+0-1 IJ •"0:00 •.••• •. T I 1O 1 •••••• •••*1 • _!I B 7 I G 5 3 2 I - „u• u ,o 7 3 2 I r • 6 5 _ w W •• • •• • fief-•--•. � IL • • • • IO.IE 11•ID I� iol zl x;it•C -u� wi,5 ••• ' ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL -OH-OVERHEAD UTILITY LINES A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE h A.E.=ANCHOR EASEMENT IN.BEG.=INGRESS AND EGRESS R.P.=RADIUS POINT C.B.S.=WALL(CBW) A/R=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L.F.=CHAIN LINK FENCE AIS=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT RM/=RIGHT-OF-WAY -D-p I.F.=IRON FENCE B.C,=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION v B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=3ET IRON PIPE L.B.#oU44 it,r W.F.=WOOD FENCE B.M.=BENCH MARK M/H=MANHOLE SWK.=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT •0.00 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION OF THE CL=CLEAR O/S=OFFSET W.S.=WOOD SHED PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO C.L.F.=CHAIN LINK FENCE OVH.=OVERHANG C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK =ANGLE COUNTY,TOWNSHIP MAPS. EASEMENTS P.C.=POINT OF CURVE L =CENTRAL ANGLE 2)THIS IS A SPECIFIC PURPOSE SURVEY. CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. C.P.=CONCRETE PORCH PL.=PLANTER =CENTER LINE 1: 4)IF SHOWN,ELEVATIONS ARE REFERRED TO C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND =MONUMENT LINE MIAMI-DADE COUNTY. D.E.=DRAINAGE EASEMENT SURVEYOR D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING EASEMENTS P.O.C..=POINT OF COMMENCEMENT BM# ELEV. FEET OF N.G.V.D.OF 1929. DRIVE=DRIVEWAY P.P.=POWER POLE ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F .=FIRE HYDRANT MONUMENT F.I.P =FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.I.R.=FOUND IRON ROD PVMT.=PAVEMENT F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL 8 DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY I'SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. BY EASEMENTS AS SHOWN AF2E PER PLAT e00K UNLESS OTHERWISE SHOWN. E R IBAR (DA F I LD W K) THE TERM"ENCROACHMENT*MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 cOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL -ENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND HIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). fEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. HE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE:X COMMUNITY/PANEUSUFFIX:120652 0302 L DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION:NIA REVISED ON: CERTIFIED TO: CORY GITTNER N O�GE �gq� *p�,G�RtIFlO,�rF y* NO.2534 C yy E T: n $ STATE OF "tORI $Jfy r FIND SUaJ� SURVEYOR'S SEAL S 1355 NW 97TH AVE,SUITE 200 MIAMI,L 33172 SURVEY NO 15-0000748-1 TELEPHONE:(305)284Nova Surveyor., Inc.l d 2660 1 FAX:(305)264-0229 DRAWN BY: LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF E15FT LOT 23 AND ALL LOT 24,BLOCK 37,'OF AMENDED PLAT OF MIAMI SHORES SECTION NO.1,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. PROPERTY ADDRESS: 10208 NE 4 AVE,MIAMI SHORES,FL 33138 FOR: CORY GITTNER LOCATION SKETCH Scale 1"= NT.S. •� I — 10 1 c' , 10 a : 501 . I I so Rt. N 10 1 O f by 9 L V • 7 G 5 •) 'J I ' 1 <'tl II W y 7 v 5 4 S 2 • 7 la — r o �c.m s• L D;19 90.Sl:tr r3' ' 4 I S G r 14 _'S 16 n Ib 111 t0 tl I22 IISQ C/7l/0 /S 1• tl s9 r0 tl t.' i f STR ET SUBJECT v/ 1 a_` r ,0 1 b ��I /ci•rrc;rb,,li7r r4e'? _ 42 •° 11Ir1 a °=9If18I 11fSlc: bwq 7765 ic � q, 1 7 FA i . 4 • ,9 2� ' S , 12t if- Ifs to ID K It Ib H 20 21 •2r,?i 74-_ •50 g h Soi sr - I iso 5'• SGS .. Igp L 101 ST >=T 50 i a •: r,G ` sbI a'ro�.i SJ .. � SC4 1 O 9 d 7 3 5 9 b '7 Z imp tz a l./ i. A, ii lr.'-"� '1' '� I�.�C" 16,r('tef i`l .ol2t z;ir•N,� 91r,g l s .. I.r ,9 .o,zl zz ra ra-/Q ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL --0H-OVERHEAD UTILITY LINES A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE AE.=ANCHOR EASEMENT IN.&EG.=INGRESS AND EGRESS R.P.=RADIUS POINT 77-71 C.B.S.=WALL(CBW) A/R=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L.F.=CHAIN LINK FENCE A/S=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT ASPH.-ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT R/W=RIGHT-OF-WAY 0 tr I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 rr rr W.F.=WOOD FENCE B.M.=BENCH MARK WH=MANHOLE SWK.=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT •0.00 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM • U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER ASSUMED 1)IF SHOWN,BEARINGS ARE REFERRED TO AN A CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION A THE CL=CLEAR 0/S=OFFSET , W.S.=WOOD SHED C.L.F.=CHAIN LINK FENCE OVH.=OVERHANG PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO =ANGLE COUNTY,TOWNSHIP MAPS. C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK 2)THIS IS A SPECIFIC PURPOSE SURVEY. EASEMENTS P.C.=POINT OF CURVE A =CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE t =CENTER LINE 1:7500 FT. y, C.P.=CONCRETE PORCH PL=PLANTER 4)IF SHOWN,ELEVATIONS ARE REFERRED TO C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND MONUMENT LINE MIAMI-DADE COUNTY. D.E.=DRAINAGE EASEMENT SURVEYOR D.M.E.-DRAINAGE MAINTENANCE P.O.B..-POINT OF BEGINNING EASEMENTS P.O.C..-POINT OF COMMENCEMENT BM# ELEV. FEET OF N.G.V.D.OF 1929. DRIVE=DRIVEWAY P.P.=POWER POLE ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB E.T.P.-ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE F.F.E.-FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.I.P,=FOUND IRON PIPE PT. SURVF�YOR'§CERTIFICATtON =POINT OF TANGENCY F.I.R.-FOUND IRON ROD PVMT.=PAVEMENT / 77rts'i— •• • F.N.=FOUND NAIL PWY=PARKWAY / I HEREBYCERWIF`►THAT THIS"BOUNDARY SUR�•Y:A F.N.D.=FOUND NAIL 8 DISK R.=RECORD DISTANCE THE PROPERTY DPSCRIBE12 ALPREVN,AS RECENTW 4 SURVEYfj(j4wrVAWN U SUPERVI IQQII�� LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY P3URVEY"1: COMPLIES WI'4H THE MINIMUM TECHNICAL S ATJb4S ASSET"gllq&NT'HE FLORIDA400ARD OF • • THERE THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TIIY BE EASEMENTS RECORDED IN THE PUBLIC TLESI SUTRANCCE AND FINANCING,AND SHOULD NOT BE FLOR D&ASHOWN ON THIS SURVEY. DIONTSTRATIVE QE ND SURjWYOR§IN UANTtO CHAPTER 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA."IMES. • •• ••••• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, ••• •• 000 • •• ••• AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS • • OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. •• • •• ••• BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN •' THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. • • OSZ6A-.�r EASEMENTS AS SHOWN 033E PER PLAT BOOK,UNLESS OTHERWISE SHOWN. BY. a� THE TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. •••••JD ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE • • • • FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO •••• • }} •••00: AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SUFkAY(VrjP. 2534• • FOOTING ANO/OR FOUNDATIONS. STATE OF FLORIDA(VALID @WIESrDF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN 70NE:X COMMUNITY/PANEL/SUFFIX:120852 0302 L DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION:NIA. REVISED ON: CERTIFIED TO:CORY GITTNER tv A AGE 'Ieq'P *U,L�•�RT I FIC,gl�'p9* a; No.2S34 '.a W E 0 n 9 a ` STATE 06 y0`q � ' O N•. o1, A140RIDP.'q- 9Jfi ` {tgN0 SUR��O SURVEYOR'S SEAL 3 t • ,,,, FLORIDA1355 NIN 97AV SUITE 200 1 , 1 11 TELEPHONE.(305)264-2660 FAX.(305)264-0229 DRAWNBY: LG. LAND SURVEYORS SHEET No. 2 OF 2 � t " pl ?!� 7• Ji{1hr iE�fps�f•.WA &� Y&u}r5 �N r< a.. ----- -, �E ^.,_'f ''�,x`TN! Y k.• i Y` S.',,i.ur. 6 4.k.'? T,'riern;�;3,e,•g �'4a ;'M-"x sk-„�x!JS''t 1.n's'. S`-yd-herk.ha! -ir a'�,. 5-53' -i.C'.4`~s"��• d,_N r3-rt'��i.r s s �° "' k ' •:.ei.a; A' xF r ai73 C n! a ad if: J�„F.�f u ` .' - �-s s � #•�'S r�r .. :'.; 3 s.E'a,>; N. trx 'kx -r q'd' +° _' ;a, ! q�,riy.�ly�RPNF!°[i fEr r, •,iE / R�O Q V,fi v tsi`tA" tvt.•{� d °k r ! .. �'.Y M' r'q/i ul`L4 k! 3 �£ E "• !'�.;�!:_ �E ;u °34.211, 3 .._,.�:,:.§„a.k.. • iEx d2 'Yax i -`rryk�RE � CONC.DRIVE rF* kE n rieFs wq IX %2gs.p iso i • / ': nt•a is NON' a ^"sem �y a LOT BLOCK-371 ; 011 i4t 4 }Yn14f� i •• i ' '41�'°��.}.MM. 2.7 ci 3Jt:py 110 it. tt- I id% ?k v Y ,mss !.� akE'f rkpg ,! i--y} 4 a.z.' t i psi,,%NyaZau� �” Y'.>w.. a �r g d t +e ��c s�,� �4•�his # 10208 tin .45 Will an vi VAN .' !. fr i�Z RIP 3/4- IL 67.27' NO CAP �.� F.1 •- -f F� s<z��Nth'-� � A=900201 ,F .''4fix;,a . ail fL �abr E [ ka£�rl �.Fs''u` ! a owl ° w• btiR� � siresN arc ay aq.3 `'`€ "� e em'°'!d,�' .r tiE �..* I, !°°art 5n� x:' a•,£`�� fAra a moi. �{ywA 19+' .. xs,n.::x. ir.r -sr.EE 'A. % .,. e3s".: u= :b�"'"-iP _.'4:.E <i�,l•'S -._- - ,,r Ef Cc 4 E . ': fiF:e h 3A M 7] �-�' .�.. � '�1.ws��s:�, ''�*��=1 7.;�./eA.t �'v"ti 3- > >� •s'x a � _ ya _ r�- �., - `MEMOsP 5 a .px -gnp Ni df Iri "a y -Yy !}q V >a'-l ��• 3 v4.:r,i43A. l� 1:IL� ;I Et.11 ix�e � • `n ,PrnLa pa -` t •r c !.�:sl 'S°R : �!� FR�,,�; .��.� �_`•rw?�•cu�5�'� �� "R�`�, � ��''�;�} *��£$��' r.mol j HVAC Load Calculations For CORY GITTNER "••• .. 0000 • 10208 N.E.4 AVE 0000.. 0000 0000.. MIAMI SHORES, FLORIDA •�•;•� 33138 ' . 0000 0000.. 0000 0006 0000 00000 06.00. .. 0000. .. .. . .. 0000.. 60600. • 0 6 0 • 00 0000. •. 666666 • . . 666666 .. . . 666 6 0 66 RxemNmAL KrIVACHVAC LoADs S Prepared By: KERRY t /A��e SEPTEMBER 25,2015 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. s Rhvac-Residential &Light Commercial HVAC Loads Elite Software Development, Inc. Charles Mitchell Engineering Design GeneFal PFejeet infoFmatien Project Title: CORY GITTNER Project Date: SEPTEMBER 2 5, 2015 i Client Name: CORY GITTNER Client Address: 10208 NE 4 AVE Client City: MIAMI SHORES �feti?r9 r19M9 i r••i � Reference City: MIAMI SHORES, ••• "";' Florida Building Orientation: Front door faces EAST .••••• •••••• •• • Daily Temperature Range: Medium •• • Latitude: 25 Degrees •••••• Elevation: 9 ft.Altitude •...•• ••••• Factor: 1.000 ...... .. ..:..' .. .. . .. ...... Outdoor Outdoor Outdoor Indoor Indoor 4pains •• Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb DiNrenoe ...... Winter: 50 46 n/a n/a 70 •Na i Summer: 90 77 56% 50% 75 •• 515 ••• :" Total Building Supply CFM: CFM Per Square ft.: 0.768 Square ft. of Room Area: 1081 Square ft. Per Ton: 600 Volume (ft3) of Cond. Space: 11,077 Building Leads Total Heating Required Including Ventilation Air: 22,859 Btuh 22.859 MBH ! Total Sensible Gain: 26,801 Btuh 80 Total Latent Gain: 6,814 Btuh 20 % Total Cooling Required Including Ventilation Air: 36,000 Btuh 4.00 Tons (Based On Sensible +Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i Y Rhvac-Residential &Light Commercial HVAC Loads Elite Software Development, Inc. Charles Mitchell Engineering Design A re a awn 1 at DOW Description Quan Loss Gain Gain Gain 1A-cb-o: Glazing-Single pane, operable window, clear, 12 260 0 772 772 metal frame with break, u-value 1.08, SHGC 0.5 1A-cb-o: Glazing-Single pane, operable window, clear, 112.1 2,419 0 6,132 6,132 metal frame with break, u-value 1.08, SHGC 0.5 11A: Door-Wood -Hollow Core 60.1 564 0 735 735 12A-5sw: Wall-Frame, no insulation in stud cavity, R-5 1647.6 3,922 0 :4,299. 4,215 board insulation, siding finish, wood studs •••••• 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 1587 1,016 •„•Q, • , 31555 Floor(also use for Knee Wails and Partition • 0000.. Ceilings), Unvented Attic, No Radiant Barrier, Any 0 0• 9.0 :0609: Roofing Material, Any Roof Color R-30 insulation • 22A-ph: Floor-Slab on grade, No edge insulation, no 193 5,242 .0000. ..• A 0000.00000•:•08 • insulation below floor, any floor cover, passive, heavy ..•..• •0•• 0000.. PON moist soil •••• � •0 Subtotals for structure: 13,423 ' •0• j§,4ppo •1-6!4 9 People: 4 800, 0 920 • 1 Equipment: '300' .11= 1,700 Lighting: 300 1'023 1,023 Ductwork: 6,395 1,363 6,403 7,766 Infiltration: Winter CFM: 138, Summer CFM: 112 3,041 4,151 1,846 5,997 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 100, Summer CFM: 100 System 1 Ahu-1 Load Totals: 22,859 6,814 26,801 33,615 Supply CFM: 1081 CFM Per Square ft.: 0.768 Square ft. of Room Area: 1081 Square ft. Per Ton: 567 Volume ft3 of Cond. Space: 11,077 1 System Lo ds Total Heating Required Including Ventilation Air: 22,859 Btuh 22.859 MBH Total Sensible Gain: 26,801 Btuh 80 % Total Latent Gain: 6,814 Btuh 20 % Total Cooling Required Including Ventilation Air: 36,615 Btuh 2.80 Tons Based On Sensible +Latent Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I f FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CORY GITTNER NEW SYSTEM Builder Name: Street: 10208 N.E.4 AVENUE Permit Office: City,State,Zip: MIAMI SHORES ,FL,33138 Permit Number: Owner: CORY GITTNER Jurisdiction: 232600 Design Location: FL,MIAMI 1. New construction or existing Existing(Project 9. Wall Types(1831.8 sqft.) Insulati ft• 16Area a.Concrete Block-Int insul,Exterior .'.t=5.0 • 18 31.8 0 ftz•••••• 2. Single family or multiple family Single-family b.WA " ' 0.•••• z • 3. Number of units,if multiple family 1 c. N/A ...;.•R= 000• ft2b6 0 0 00 .4. Rumber of Bedrooms 2 d. WA •'•••R= • ft •000•• z • 10.Ceiling Types (1081 sqft.) •0000 0JnsulatipA000 a • • 5. Is this a worst case? No a.Under Attic(Vented) ••'R=30.0 188+W ••••• 6. Conditioned floor area above grade(ft2) 1081b.N/A ••••••R= •• • fti•:••' • • Conditioned floor area below grade(ft) 0c.N/A on •• R= •• •••• ft2•••••• .0000• 2 • 7. Windows(124.1 sqft.) Description Area 11 � R a.Sup:Attic,Ret:Attic,AH:Main: ' : 0 ,� 317.4..0.:. a. U-Factor. Sgl,U=1.08 124.10 ftz • • ••••• • SHGC: SHGC=0.50 • •• 0••••0 b. U -Factor. N/A ftz 12.Cooling systems kBtu/N �i r • cien SHGC: a.Central Unit 480(1'SEE'R:16.00 c. U-Factor: WA ftz SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ftz a.Electric Strip Heat 23.9 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.170 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems 8. Floor Types (1081.0 sgft.) Insulation Area a.Electric Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2400ft2 b. b. Conservation features EF:0.990 N/A R= ftz C. None WA R= ftz 15.Credits Pstat Glass/Floor Area: 0.078 Total Proposed Modified Loads: 44.32 PASS Total Standard Reference Loads: 55.23 1 hereby certify that the plans and specifications covered by Review of the plans andO�Z�ST9?� this calculation are in compliance with the Florida Energy specifications covered by this ��' O Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: r /`�� Before construction is completed r ° PATE: e On �l - r this building will be inspected for compliance with Section 553.908 * a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COO W's OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/16/2014 10:42 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: CORY GITTNER NEW SYSTEM Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1081 Lot#23 Owner: CORY GITTNER Total Stories: 1 Block37/Sub Division:MIAMI SHORES #of Units: 1 Worst Case: No Plat Book:10-70 Builder Name: Rotate Angle: 0 Street:10208 NE 4 AVENUE Permit Office: MIAMI SHORES Cross Ventilation: County:DADE Jurisdiction: 232600 Whole House Fan: City,State,Zip:MIAMI SHORES, Family Type: Single-family FL 33138 New/Existing: Existing(Projected) Comment: CLIMATE •'• ' ••+•++ .. . sees • IECC Design Temp Int Design Temp "'48aling -150 n Dailffawp+ Design Location TMY Site Zone 97.5% 2.5% Winter Summer' Days Moisture Rprgge.. FL,Miami FL_MIAMI_INTL AP 1 51 90 70 75 �•e914.5 '...56° •�4�+ BLOCKS •• •• • •+ ...... Number Name Area Volume + • • • e 0 00:0 • e . • 1 Block1 1081 9729.5 •.•• . 000 :''°'; SPACES as ' Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1081 9729.5 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 192 ft 0 1587 ft2 1 0 0 • ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1636 ft2 0 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2400 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss T e 1 Under Attic(Vented) Main 30 2400 ft2 0.11 Wood 10/16/2014 10:42 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below r)mt To Wall Type Space R--Value Ft n Ft n Area on sor 1 W Exterior Concrete Block- Int Insul Main 5 50.08 9.5 475.8 ft2 0 0.75 0 2 S Exterior Concrete Block- Int Insul Main 5 46.33 9.5 440.1 ft2 0 0.75 0 3 E Exterior Concrete Block-Int Insul Main 5 50.08 9.5 475.8 111:2 0 0.75 0 4 N Exterior Concrete Block-Int Insul Main 5 46.33 9.5 440.1 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Ft In In FtWidthArea 1 W Wood Main None .46 3 6.7 20 ft2 2 S Wood Main None .46 3 6.7 20 ft2 3 E Wood Main None .46 3 6.7 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Single(Tinted) Yes 1.08 0.5 12.0 ft2 1.17 ft 0 i 2 ft0 in Drapes/blinds None 2 W 1 Metal Single(Tinted) Yes 1.08 0.5 14.4 ft2 1.17 ft 0 i 2 ft 0 in Drapes/blinds None 3 S 2 Metal Single(Tinted) Yes 1.08 0.5 28.8 ft2 1.17 ft0 i 2 ft 0 in Drapes/blinds None 4 E 3 Metal Single(Tinted) Yes 1.08 0.5 28.8 ft2 1.17 ft0 i 2 ft0 in Drapes/blinds None 5 E 3 Metal Single(Tinted) Yes 1.08 0.5 40.0 ft2 1.17 ft 0 i 2 ft0 in Drapes/blinds None INFILTRATION •••••• 0000.. 0.. 0000 0000.. # Scope Method SLA CFM 50 ELA EgLA ACH :::000::BCH 50 1 Whole house Best Guess .0005 2081.4 114.26 214.89 .345 ."".8.2832. 0000 0000 00000 HEATING SYSTEM """ 0 0 a 0 00 00 00 00 0 00 00.000 # System Type Subtype Effidienm Ca ac' :0*:0: 0 Block Ducls 1 Electric Strip Heat None COP: 1 23.88 kBtu/hr 0 00&:t sys#1 0 0 0 000000 COOLING SYSTEM 0.00 # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 3600 kBtu/hr 1128 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTvae Location EF cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 60 gal 120 deg None 10/16/201410:42 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftZ DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 317.4 ft Attic 79.35 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb' pr may Jun Jul Au Se Oct Nov Dec Venting Jan HFeb Warr ar Wo r € 1May PJun Dju,Jul PAug Nap woct Nov Nov Dec Thermostat Schedule: HERS 2006 Reference Holrs Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION :000:0 0000.. Type Supply CFM Exhaust CFM Fan Watts HRV Heating System MU -Tie QQAlifig System • 00•• Runtime Vent 100 0 0 1 -Electric Strip00 Heat 9'0 1 -Central609•Unit 000.00 0000 6000. 6.6. •6 . 6 0000 0000 00.06 •906.6 60 9 .6.6. 90 00 . •• ..000• .966•• • 6 • 9 • 0000.. •6..•• • 6 . .0609. 10/16/201410:42 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 10208 NE 4 AVENUE PERMIT#: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK 4 _ _ Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. X Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors= 0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and X controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the X primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this codg. ;•••• • 403.3.3 Building framing cavities shall not be used as supply ducts... .... .... . Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with of*q6i*Vpcies in �,. X ;••• Table 403.4.3.2. Provide switch or clearly marked circuit bcealter •.... ... • (electric)or shutoff(gas). Circulating system pipes insulated to= R-2. ..:. +accessible manual OFF switch. .... . Mechanical 403.5 Homes designed to operate at positive pressure or with7neChinical X ventilation ventilation systems shall not exceed the minimum ASHIJAE 62 level;•"' No make-up air from attics, crawlspaces,garages or outdo&E:adjac�ent.. ."' to pools or spas. .. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 N/A &Spas HP shall have the capability of operating at two or more speeds.Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per X Tables 503.2.3. Equipment efficiency verification required.Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. X 10/16/201410:42 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the Energy Performance Index, the more efficient the home. 10208 N.E. 4 AVENUE, MIAMI SHORES, FL, 33138 1. Kew construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 10 81.ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 `4. Number of Bedrooms 2 d.WA R= ft2 �. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1081.00 ft2 .6. Conditioned floor area(ft2) 1081 b.N/A R= ft2 7. Windows"` Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.08 124.10 ft2 11.Ducts R ft2 SHGC: SHGC=0.50 a.Sup:Attic,Ret:Attic,AH:Main 6 317.4 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: WA ft2 a.Central Unit 37.6 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat ?•3.9 9OP:1.00 Area Weighted Average Overhang Depth: 1.170 ft. ***Soo Area Weighted Average SHGC: 0.500 ; •• • ••••:• 8. Floor Types Insulation Area 14.Hot water systems ee ' ."" eo•• a.Slab-On-Grade Edge Insulation R=0.0 1081.00 ft2 a.Electric ***:so Cap0gallons•0ee6.0 • EF:0.99 • b.N/A R= ft2 •••••• c.N/A R= ft2 b. Conservation features 000000 •••• • • None sees does Does• • • "�'• •• •• Pst�4'•'• 15.Credits •• •• • •• see••• • 1 certify that this home has complied with the Florida Energy Efficiency Code for Building :�•.'� ' T>FdtST :.•••o Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: COD WFi'i'�O *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software • zR k 5. »h'w 4 � 'iiA Arm RUUD � �{ .�1 s 7 " .. � r ° 9�>� � y _.. f 'f�,�. f �'.fl�r 1r{f��.a.�' .'- f _ a f -' �" "fir l� +Ya !N`�.� ti� m m N e UPRL- Series Efficiencies Ranging to 17 SEER/13 EER/9.5 HSPF Nominal Sizes 2 to 5 Ton [7.03 to 17.6 kW] RF Cg, + ei D Vt Ds :...:• LISTED • • • •••••• • "proper sizing and installation of equipments critical to • 0000 • •• i achieve optimal performance.Ask your Cc*"c*w for details•••• •••••• or visit www.energystargov." •••i•• • • y�, • 0000•• ' t< - 0000 0000 • • ;. 0••• 000• ;a 0000• „•j'� 00.00• •• • •• 0000• • • • J. ..'. •• •• • 00 00000 0 0000•• • • • • • • • 0000•• 0000•• • • • •0000• •• 0 4 • Industry's lowest profile design: 33" maximum height • Reliable Two-Stage operation for precise temperature control and • The Comfort Control'System'"provides over 37+on-board On-Demand dehumidification.When matched with ECM gas diagnostics and fault history codes for condensing units with furnace or air-handler,the system adjusts airflow to help control single-phase compressors by detecting system and electrical humidity for unsurpassed comfort in the cooling mode. problems.The integrated diagnostics with Active Protection TM • All controls are accessible by removing one service panel. prevents compressor operation when potentially harmful condi- Removable top grille provides access to the condenser fan tions are detected.Sends"Call for Service'alert notification to motor and condenser coil. the thermostat to alert the homeowner of required service. • Attractive, louvered wrap-around jacket protects the coil from • Serial Communication Enhanced—When installed with aYard hazards and weather extremes.Top grille is steel rein- Serial Communicating Air Handler(RHPL-HM****JC) or forced for extra strength. Cabinet is powder painted for all- Communicating Gas Furnace and user interface control weather protection. (UHC-TST501 CMMS or UHC-TST550CMMS) Series 500 • For quiet operation and improved efficiency, models feature an thermostat this unit offers 4 or 2 wire installation, auto- ECM two-speed condenser fan motor with a 3-blade outdoor fan. configuration, and diagnostic messaging with full communi- • All models meet or exceed a 1000-hour salt spray test per cating capability. ASTM 61 17 Standard Practice for Operating Salt Spray Testing • Legacy Enabled—Unit can be conventionally wired using Apparatus. 24VAC with noncommunicating Ruud air-handlers or furnaces • Dual Fuel capable with select thermostats. with non-communicating thermostat. • Features a 10-year conditional unit replacement warranty and 10-year parts warranty when properly installed with a new Ruud air handler or Ruud indoor coil with a Ruud gas furnace.See product warranty card for additional information. m F�• I'w Sk'5I,'., � ��:, +r 1� 1 .1rY{�n. >r:�f�� ".+ t? — O o f FORM NO.P22-798 TAOLE OP CONTENTS iUPRL SERIES y h�:�9 ModelFeatures ..............................................................................................3 Model Number Identification............................................................................4 Accessories....................................................................................................4 Scroll Compressor..........................................................................................4 Performance Data......................................................................................5-15 Electrical&Physical Data..............................................................................16 UnitDimensions............................................................................................17 Refrigerant Line Size Information....................................................................18 LimitedWarranty ..........................................................................................19 ...... .... ...... . .... .... . .... .......... ..••. ...... .. . ..... . . .. .. . .. ...... .. . . ... . . 00 0 r;; ■ � � �11�,� ;_ ¢� .i;:� �t f I��,'}'- '�tl a��5il��k��I,i S �' � �{I�rrt*w;� !��`�h �..�:..: � � a ;'"�F�!{ £ ' MODEL FEATURES UPRL SERIES The Comfort Controlz System*" Features: ■The Ruud Exclusive Dual 7 Segment LED Display easily ■The Fault Recall feature will allow for the last six fault-codes shows system status codes and conditions. to be displayed,and will retain these codes even if power ■A Sealed Switch replaces the standard failure occurs. contactor and features optical control Sealed Switch. ■Built-in short-cycle protection allows the compressor to and latching .r restart easily without removing the oil from the compressor. mechanism.The � A 30-second minimum run-lime for every compressor call sealed switch allows the oil to return to the compressor. prevents infiltra- �; tion of insectslow 4 `�`: ■Active Protection prevents the compressor from operating if ' and dust.Amini- damage could occur. ,4, mal switching arc, ■The compressor and fan are by the optical controlled independently, control,offers greater reliability.The which reduces the starting load R latching mechanism consumes less and light dimming. power while reducing chatter. ■A manual push-button is offered to operate the com- `�' ' ■The Status Indication and System Diagnostics feature ther- pressor and fan for 5 seconds mostat communication capability,built-in diagnostics,cur- to allow for an operation rent sensing and high&low switch monitoring.The thermo- check. • • •,,,,, stat communication capability alerts the homeowner of any ■In order to save time and money,rs+placerrneM automotive e' necessary service requirements. fuses can be utilized insteaeltdreplacing tboap$re cogUgl,:, Faster,more accurate service is pro- +` 'Y � ry board. 000000 e , , vided with the built-in diagnostics,by V690: e e•• 0000 .•• providing the HVAC professional with : Problem-Sorv�il g Lfreasy' 00.06 dependable information.In addition, ••.•. high and low pressure-switch moni- ,, aoo^ro ----------------- -- ---��•�e : •e e e .•e6e 6 toring prevents the system froi , operating when damage could occur. ; 80% - --r':' - ' •6 • e .660.6 Standard Features: • UPRL-JEC Heat Pumps 9 p"Diagn4i'A..: 1. 2-stage operation in both cooling and heating mode. 4070 p Ruud comfort 2. Scroll compressor is hermetically sealed and incorporates I Control°System internal high temperature motor overload protection,and tore ,— durable insulation on the motor windings.It is externallyMti mounted on rubber grommets to reduce vibration and noise. o% 3. Compressors have an internal pressure relief assembly to Entry Level Experienced protect against excessive pressure differential. 4. All refrigerant connections are on the exterior of the unit, located close to the ground for neat appearing installations. TWO-Stage Scroll® Compressor 5. Cabinet is constructed of powder painted galvanized The scroll compressor is the key to efficiency for this Ruud steel.The full wraparound louvered grille protects the coil model. It's the latest in high-efficiency compressor technology. from damage. The advanced scroll compressor offers low noise and vibration 6. Copper Tube—Aluminum Fin coils are used on all models. characteristics and features 7. The control box is located in the top corner of the cabinet tolerance to liquid refrigerantj" - providing for easy access through a service panel. and system contamination.The , 8. Service valves are standard on all models. scroll also has low start torque, eliminating start problems in the 9. Field connections for power and control wiring are kept field.And its unique design • separate. enables the UPRL-JEC Heat _ 10. Every unit is factory charged and run-tested. Pump to perform efficiently, 11. Separate compressor compartment for easy service access. quietly and reliably.All models •12 Drawn,painted base pan for extra corrosion resistance and have a 10-year compressor I warranty as standard. ' r, '� a sound reduction. - 13. The UPRL-JEC has a 10 year limited parts warranty,plus a All controls and compressor 10 year conditional unit replacement warranty.See the are accessible for servicing by General Terms of Limited Warranty for more details. removal of the service panel. 14. Hard Start Kits—Standard on all JEC models. 15. Enhanced compressor sound wrap is standard. 16. Control Box Cover. 17. The UPRL-JEC is shipped with a liquid line filter drier, (not-installed). 18. The UPRL-JEC features factory-installed auto-reset low and high pressure controls. now ■ MODEL RD./ACCESSORIES/COMPRESSOR -UPRL SERIES Model Number Identification U P R L — 024 J EC RUUD REMOTE EFFICIENCY DESIGN COOLING ELECTRICAL VARIATIONS HEAT PUMP 16 SEER SERIES CAPACITY DESIGNATION EC=EQUIPPED WITH THE R-41 OA 025=24,000 BTU/HR [7.03 kW] J=208/23OV-1-60 COMFORT 037=36,000 BTU/HR[10.55 kW] CONTROL2 SYSTEM" 049=48,000 BTU/HR[14.07 kW] 061=60,000 BTU/HR[17.58 kW] Accessories • Outdoor Thermostats— • Dual Fuel High Pressure Control—RXME-AO1. RXPT-AO1—One outdoor thermostat in box. This kit is required if this heat pump is installed in a dual fuel RXPT-A02—One outdoor thermostat for mounting in box for application. use with RXPT AO1 or A03. • Communicating 2 Wire Kit—RXME-A02. RXPTAO3—One outdoor thermostat with emergency Heat This kit will allow the outdoor unit to communicate to the Relay wired and mounted in box. system with only 2 wires. RXPT AO Two outdoor thermostats with emergency Heat . ::069:0 0000•• Relay wired and mounted in box. • • 0 0000 • • Blower Time Dela Control—RXMD-006. • • • Y 0000•• 0000 0000•• • Fossil Fuel Kits—Not required.See Ruud Thermostats 0 0 0 0 0. 0 Specification Sheet(T22-001). :9006: .000 00.• • Low Ambient Control—Cycles outdoor fan to maintain ade- quate condensing pressures assuring liquid refrigerant flow to 0::::. 0 0 :::::0 0:0 0 0 the coil.Allows low temperature operation in the cooling cycle • • • • • down to OeF [-17.8eC]outdoor temperature. It is recom- 0 0 0 ' " ""0• mended that this control be installed in units to be operated :";'; 0 00 at outdoor ambient temperatures under 70eF[21 eC](Model • • • • 000000 0000.. 0 • No. RXAD-AO8) • • • [ ]Designates Metric Conversions 0 ' Thermostats s �' 200-Series t Programmable 300-Series500-Series ` Deluxe Communicating) .(` Programmable " Programmable 400-Series �n - Special Applications/ 4,,y Programmable Drand Descriptor Serles System Type (3 Characters) (3 Characters) (2 Characters) (2 Characters) UHC TST 213 UN MS 200=programmable GE-Gal 300-Delum Programmebie UN-UnWemal(AGHP/OE) 400-special Appgratlone/ SS=Single-Slage UHC-Ruud TST-Thempetet Progremmeble MD-Moduiaft Furnace MS.Mul"tag. DF-Dual Fuel 500-C.mmunkativ programmable CM=CommuMcaOrg •Photos are representative.Actual models may vary. For detailed thermostat match-up information, see specification sheet form number T22-009. Performance Data AHRI Standard Conditions Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. - AHRI Cooling Performance AHRI Heating Performance(7(°F 121°C]Indoor) 80°F(26.5°C]/67-F[19.5°C]WB Indoor Air Outdoor Modal Numbers 95°FI35°C]09 Outdoor Air outdoor Air Outdoor Air AHRI Rating Unit Stage AHRI Ratings 47°F 18.5°C]OB/ 17°F[-8.5°C]0B/ 47°F[8.5°C10B/ 17°F I-6.5°C]Og/ DOE UPRL- Net Sensible Net Latent Indoor AlAlow Sound 43°F I6°C]WB 15°F[9.5°C]WB 43°F[6°C]WB 15°F[-9.5°C]WB Region Id BTU/H lkW] BTU/H[kW] Total CFM[�] Rating HSPF SEER EER dB BTU/H IkW] COP BTU/H[kW] COP BTU/H[kW1 BTU/H IkW] to Coli to Air Mover Capacity Rev. 1 14700[4.3] 6300[1.8] 600[283] 67 1 010.01 010.0] 3.94 2.6 22600[6.6] 14000[4.1] 9 4/25/2012 2 18500[5.4] 6900[2.0] 775[366] 70 2260016.6] 14000[4.1] RCSL-H'2621 CU RHPL-HM2421 1-dehumld 12500[3.7] 510011.51 25400[7.41 17 13 525[248] 2-dehumld 16800[4.9] 7400[2.2] 650[307] 1 14600[4.3] 6300[1.81 600[283] 67 1660014.9] 9300 12.71 RGFE-07?MCK? 2 18800[5.5] 6700 12.01 25400[7.4] 17 13 825[389] 70 22800[6.7] 3.86 14100 14.11 2.16 22800[6.7] 14100[4.1] 8.5 1 14600[4.3] 6300[1.8] 575[271] 67 16600[4.9] 9300[2.7] RGFG-06?MCK? 2 18300[5.4] 6900[2.0] 25200[7.4] 17 13 800[378] 70 22800[6.7] 3.86 14100[4.1] 216 22800[6.71 14100[4.11 8.5 RGFG-07?MCK? 1 14500[4.2] 6300[1.8] 25600[7.5] 17 13 600[283] 67 16600[4.9] 9300[2.7] 2 18900[5.5] 6600[1.9] 850[401] 70 22800[6.7] 3.84 14200[4.2] 216 22800[6.71 14200(4.2] 8.5 1 14600[4.3] 6300[1.8] 625[295] 67 16600[4.91 3.88 920012.7] RGGE-O6?MCK? 2 18800[5.5] 6700[2.0] 25600[/.5] 17 13 825[389] 70 22800[6.7] 14100[4.1] 2.16 22800[6.7j 14100[4.1] 8.5 1 14600[4.3] 6300[1.8] 575[271] 67 16600[4.9] 3.88 9200[2.7] RGGE-07?MCK? 2 18400[5.4] 6900[2.0] 25200[7.4] 17 13 800[378] 70 22800[6.7] 1410014.1] 2.16 22800[6.71 14100[4.1] 8.5 1 14600[4.3] 6300[1.8] 3.88 625[295] 67 16600[4.9] 9200[2.7] RGJF-O6?MCK? 2 18800[5.5] 6700[2.0] 25600[/.5] 17 13 825[389] 70 22800[6.7] 14100[4.1] 2.16 22800[6.7] 14100[4.1] 8.5 1 1460014.3] 1 6300[1.8] 575[271] 67 16600[4.9] 9200[2.7] 025JEC RGJF-07?MCK? 2 18400[5.4] 6900[2.0] 25200[7.4] 17 13 800[3781 70 22800[6.7] 3.88 14100[4.1] 2.16 22800[6.7] 14100[4.1] 8.5 RCFL-H`2617 RGLE-07?AMK? 1 14600[4.3] 630011.81 25200[7.4] 17 13 600[283] 67 1660014.91 3.9 9200[2.7] 2.16 22600[6.6] 14000[4.1] 8.5 2 18400[5.4] 6900[2.01 1 800[378] 70 22600[6.6] 14000[4.1] 1 14600[4.3] 630011.8] 575[271] 67 16600[4.9] 3.88 9300[2.71 RGPE-05?BMK? 2 18400[5.4] 6900[2.0] 25200[7.4] 17 13 800[378] 70 2260016.61 14100[4.1] 2.16 22600[6.6] 14100[4.1] 8.5 1 14600[4.3] 6300[1.8] 625[295] 67 16600[4.9] 3.9 9200[2.7] RGPE-07?AMK? 2 18800[5.5] 6700[2.0] 25600(7.5] 17 13 825[389] 70 22600[6.6] 14000[4.1] 2.16 22600[6.6] 14000[4.1] 8.5 1 14600[4.3] 6300[1.8] 575[271] 67 16600[4.9] 3.82 930012.7] RGRM-04?MAE? 2 18300[5.4] 6900[2.0] 25200(7.4] 17 13 800[378] 70 22800[6.7] 14200[4.2] 2.14 22800[6.71 14200[4.2] 8.5 RGRM-06?MAE? 1 14600[4.3] 6300[1.8] 25400[7.4] 17 •13• 600[283] 67 16600[4.9] 3.84 9300[2.7] 2.16 22800[6.7] 14200[4.2] 8.5 2 18700[5.5] 6700[2.0] 0 �125:38M •7 2 00 I!7'J 14200[4.2] e RGRM-07?MAE? 1 14500[4.2] 6300(l.81 25400[7.4] 17 •13 12 [4 .91 3.78 930012.7] 2.14 23000[6.7] 14300[4.2] 8.5 2 1880015.5] 6600[1.9] • • 15(%j] T•-A 2"[111 1 14300[4.2] 1 1560014.6] 6100[1.8] 750[354] 67 1670014.91 1 9400[2.8] e RGTM-O6?MAE? 2 18800[5.5] 6700[2.0] 25400[7.4] 17 13 825[389] 70 22800 16.71 3.86 14100[4.1] 2.12 22800[6.71 14100[4.1] 8.5 1 14600[4.31 6300[1.8] • • • 60 [ ] t47 10tj[4.9]: 9200[2.7] m ROCA-070E03 25200[7.4] •17 18 3.9 2.16 22600[6.6] 14000[4.1] 8.5 B r 2 18400[5.4] 6900[2.0] •• • •804[78] 2b4[6.64 14000[4.1] Q A•••• • •• :• O Highest sales volume tested combination required by DOE test procedures. • IB 3 • [ ]Designates Metric Conversions m n ••• • • • • ••• • • in • •• •• • • • •• •• ••• • • • ••• • • Performance Data AHRI Standard Conditions70 Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. A o e I AHRI Cooling PerformanceI AHRI Heating Performance(70"F[21"C]Indoor) m 3 WF 125.5'C1/67"F[19.5°C]WB Indoor Air Model Numbers OFF[35`C]DB Outdoor Air Outdoor Air Outdoor Air AHRI Rating A Z Outdoor 47°F 18.5"Cl DB/ 1rF[-8.5'C1 DB/ 47"F[8.5'C]OB/ 171F[-8.5'C10g/ DOE ■m Unit Stage AHRI Ratings Sound 43'F UPRL- Not Sensible Net Latent Indoor Alrllom 16`C1 WB 15°F[-9.5°C1 W8 43"F[6°C1 WB 15"F 1-9.5°CI WB Region IV ■ O ID Coil W Air Mover BTU/H[kW) BTU/H[kW] CaTotalpacity SEER EER CFM RatingdB BTU/H[kWl COP BTU/H[kW] COP BTU/H[kW] BTWH WHSPF D Rev. RCFL-H'2617 ROLA-07OE03 1 14500[4.2] 630011-81 25200[7.41 17 13 600[283] 67 1660014.9] 3.9 9300[2.71 2.14 22600[6.6] 1400014.1] 8.5 4252012 2 18400[5.41 6900[2.0] 800[378] 70 2260016.61 140M[4.1] ■ RCFL-H'2617+RXMD-CO6 Coil Only 1 14000[4.1] 6300[1.8] 24800[7.3] 15 12 600[2831 67 16400[4.8] 3.9 90M[26] 214 22200[6.5] 13600[4.0] 8.2 2 17900[5.2] 6900[20] 775[366] 70 22200[6.5] 13600[4.01 RGFE-07?MCK? 1 14600[4.3] 6300[1.8] 25600[7.5] 17 13 600[283] 67 16600[4.9] 3.88 9200[2 7J 2.16 22800[6.7] 1410014.1] 8.5 y 2 18800[5.5] 6700[2.0] 825[389] 70 22800[6.7] 1 14100[4.1] 1 14600[4.3] 6300[1.8] 575[271] 67 16600[4.9] 3.88 9200[2.7] RGFG-06?MCK? 2 1840015.41 6900[P.O] 25200[7.4] 17 13 800[3781 70 22800[6.71 14100[4.1] 2.16 22800 16.71 14100[4.1] 8.5 1 14500[4.21 6300[1.8) 600[283] 67 16600[4.9] 3.86 9200[2.7] RGFG-07?MCK? 2 19000[5.6] 6600[1.9] 25600[7.5] 17 13 850[401] 70 22800[6.71 14100[4.1] 2.16 22800 16.71 14100[4.1] 8.5 1 14600[4.3] 6300[1.8] 625[295] 67 16600[4-91 3.9 9200[2.71 RGGE-06?MCK? 2 18800[5.5] 6700[2.0] 25600[7.5] 17 13 825[389] 70 22600[6.1 14000[41] 2.16 22600 16.61 14000[4.1] 8.5 RGGE-07?MCK? 1 14600[4.3] 1 630011.81 25200[7.4] 17 13 575[271] 67 16600[4.9] 3.88 9200[2.71 2.16 2260016.6] 14100[4.1] 8.5 2 18400[5.4] 690012.01 800[378] 70 22600[6.61 14100[4.1] 1 14600[4.3] 630011.81 625[295] 67 1660014.91 9200[2.71 RGJF-06?MCK? 2 1880015.5] 670012.0] 25600[7.5] 17 13 825[389] 70 22600[6.6] 3.9 14000[4.11 216 22600[6.6] 14000[4.1] 8.5 1 14600[4.3] 6300[1.8] 575[2711 67 16600[4.9] 9200[2.7] 025JEC RGJF-07?MCK? 2 18400[5.4] 6900[2.0] 25200[/.4] 17 13 01378] 70 22600[6.61 3.88 1410014.11 2.16 22600[6.6] 14100[4.1] 8.5 1 14600[4.3] 6300[1.8] 600[283] 67 16500[4.81 3.92 9200[2.7] RCFL-H'2621 RGLE-07?AMK? 2 18400[5.4] 6900[2.0] 25400[7.4] 17 13 800[378] 70 22600[6.6] 14000[4.1] 2.16 22600[6.6] 14000[4.11 8.5 i- 1 14600[4.3] 6300[1.8] 575[2711 67 16600[4.9] 3.9 9200[2.7] RGPE-05?BMK? 2 18400[5.41 6900[2.0] 25200[7.4] 17 13 800[378) 70 2260016.6] 14000[4.1] 2.16 22600[6.6] 14000[4.1] 8.5 1 14600[4.3] 6300[1.8] 625[295] 67 16500[4.8] 3.92 9200[27] RGPE-07?AMK? 2 18900[5.51 6700[2.0] 25600[/.5] 17 13 825[389] 70 22600[6.6] 14000[4.1] 2.16 22600[6.61 14000[4.1] 8.5 " - 1 14500[4.21 6300[1.81 575[271] 67 16600[4.9] 3.86 9200[2.7] ' RGRM-04?MAE? 2 18300[5.41 6900[2.01 25200[7.41 17 13 800[378) 70 22800[6.7] 14100[4.1] 2.16 22800[6.7] 14100[4.1] 8.5 1 14600[4.3] 6300(l.81 600[283] 67 16600[4.9] 9200[2.71 RGRM-06?MAE? 2 18700[5.5] 6700[20] 25400[7.41 17 13 825[389] 70 22800[6.7] 3.86 14100[4.1] 2.16 22800[6.7] 14100[4.1] 8.5 1 14500[4.2] 6300[1.81 25 2 67 16600[4.9] 9300[27] t. RGRM-07?MAE? 25400[7.4] 17 '13• 3.8 2.14 22800[6.71 14200[4.2] 8.5 2 18800[5.5] 6600[1.9] i 01 76 22800r[6.7] 14200[4.2] - RGTM-16?MAE? 1 15600[4.61 6100[1.8] 25400[7.4] 17 X13 :50:3 88900[4.9 3.86 9300[2 7] 2.14 22800[6.71 14100[4.11 8.5 _ 2 18800[5.51 6700[2.01 X825[389] •70 228061[0.7] 14100[4.1] ROLA-070-03 1 14600[4.3] 6300[1.8] 25400[7.4] 17 13 60012831 67 16400[4.8] 3.92 9200[2.7] 2.16 22600[6.61 14000[4.1] 8.5 2 18400[5.41 6900[2.01 Jw 0 *00 800•[371] 1 70 1 226 [6. 14000[4.1] _ OO Highest sales volume tested combination required by DOE test procedures. • • • [ ]Designates Metric Conversions •; ;• • • • • • • • • • • • • • • • • • Performance Data AHRI Standard Conditions Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. AHRI Cooling Performance AHRI Heating Performance(70*F 121*Cl Indoor) 80*F(26.5°Cl/57*F 119.5*C]WB Indoor Air Outdoor Model Numbers 95*F[35*C]DB Outdoor Air Outdoor fir Outdoor Air AHRI Rating Unit Stage AHRI Radngs 4rF[a.5*C]DB/ 1rF[-8.5*C]OB/ 47*F[8.5*C]DB/ 1rF[-8.5*C]DB/ DOE UPRL- Net Sensible Net Latent Indoor Atrtlom Sound 4rF 16*Cl WB 15-F[-9.5-Cl Will 43*F[6*C]WB 15*F(-9.5*C]Will Region IV BTUM[kWl BTUM[kWJ Total CFM[Usl Rating HSPF ID Coil 1D Air Mover Cagaeiry SEER EER d8 BTUM[kWJ COP BTUM[kW] COP BTUM[kWl BTUM[kW] Rev. RCFL-H*2621 ROLA-07OE03 1 14500[4.21 6300[1.8] 25200[7.4] 17 13 600[283] 67 116600 [4.9] 3.92 9200[2.71 2.16 22600 [6.61 14000[4.11 8.5 4/25/2012 2 1 18400[5.4J 6900[2.0] 800[378] 70 122600 [6.6] 14000[4.11 025JEC RCFL-H*2621+RXMD-CO6 Coll Only 1 14000[4.1] 6300[1.81 24800[7.3] 15 12 600 1283] 67 1 16400 [4.8] 3.9 9000 I2•6] 2.14 22200 [6.5] 13600[4.0] 8.2 2 17900[5.2] 6900[2.0] 77513661 70 222M [6.5] 13600[4.0] 1 20800[6.1] 8600[2.5] 900[4251 69 123800 [7.0] 12600[3.7] 3.8 2.58 34400[10.1] 21400[6.31 9 RCSL-H"3821 TO RHPL-HM3821 2 27300[8.0] 9300[2.7] 36600[10.71 16.5 13 1200[566] 73 134400[10.11 21400[6.3] 1-dehumld 180M[5.3] 7200[2.1] 75013541 2-dehumld 186M[5.4] 6600[1.9] 900[425] RGFE-06?MCK? 1 20400[6.0] 8600[2.5] 35800[10.51 15.5 11.5 875[4131 69 24200 P•1] 3.6 12900[3.81 2.45 35000[10.3] 22200[6.5] 8.5 2 26500[7.8] 9300[2.7] 1200[566] 73 350M[10.3] 22200[6.5] RGFE-07?MCK? 1 20400[6.0] 8600[2.51 35600[10.41 15.5 11.5 87514131 69 24200 07.11 3.6 12900[3.8J 2.45 35000[10.3] 22200[6.51 8.5 2 26300[7.7] 9300[2.7] 1225[578] 73 35000[10.3] 22200[6.5] RGFE-09?ZCM? 1 20600 16.01 8600[2.51 36200[10.6] 16 12 875[413] 69 24000 [7.0] 3.7 12700[3.7] 2.5 34600[10.1] 218M[6.4] 9 2 26900[7.9] 9300 12.71 1200[566] 73 34600[10.11 21800(6.41 RGFE-10?ZCM? 1 20600[6.0] 8600[2.51 36000[10.5] 16 12 900[425] 69 24000 [7.0] 3.7 12700[3.71 2.5 34600[10.1] 21800[6.4] 9 2 26700[7.8] 9300[2.7] 1225[578] 73 34600[10.1] 21800[6.41 RGFG-06?MCK? 1 20400[6.0] 8600[2.5] 35800[10.51 15.5 11.5 875[413] 69 24200 17.11 3.6 12900[3.81 2.45 35000[10.3] 22200[6.5] 8.5 2 26500[7.8] 9300[2.7] 1200[566] 73 135000[10.31 22200[6.51 037JEC RGFG-07?MCK? 1 19700[5.8] 8900[2.6] 35200[10.3] 16 12 800[378] 69 124000 [7.0] 3.75 12700[3.71 2.55 34600[10.1] 21600[6.3] 9 2 24900[7.31 10300[3.0] 1 1000[472] 73 34600[10.1] 21600[6.31 RCFL-H*3821 RGFG-09?ZCM? 1 20600[6.0] 8600[2.51 36200[10.61 16 12 875[413] 69 24000 [7.0] 3.7 12700[3.7] 2.5 34600[10.1] 21800[6.4] 9 2 26900[7.9] 9300[2.7] 1200[566] 73 34600[10.11 21800[6.41 RGFG-1 O?ZCM? 1 20600[6.0] 8600[2.5] 36200[10.6] 16 12 900[425] 69 24000 [7.013.7 12800[3.81 2.5 34600[10.1] 21800[6.4] 9 2 26900[7.9] 9300[2.71 1 1200(566] 73 34600[10.1] 21800[6.4] RGGE-06?MCK? 1 20400[6.0] 8600[2.51 36000[10.5] 15.5 12 925[437] 1 69 24200 [7.1] 3.65 12900[3.8] 2.5 34800[10.21 22000[6.41 8.5 2 26700[7.8] 9300[2.71 1200[566] 73 34800[10.2] 22000[6.4] 1 20400[6.01 8600[2.51 87514131 69 24200 [7.1] 12900[3.8] RGGE-07?MCK? 2 26500[7.8] 9300[2.71 35800[10.51 15.5 •12• 3.65 2.5 34800[10.2] 22000[6.4] 8.5 Dd[SES] 73 ajlo 0.2] 22000[s.al a 1 21700[6.4] 8100[2.4] 2� j 6: 10O .1] 12900[3.81 RGGE-09?ZCM? 2 27300[8.0] 910012.71 36400[10.7J 16• •i2• 5 [ 1 .0 61]D.1D-1 3.7 21800[6.4] 2.5 34600[10.1] 21800[6.4] 9 B RGGE-10?ZCM? 1 20600[6.0] 8600[2.5] 36200[10.6] 16 12 875[413] 69 24000 [7.0] 3.7 12700 2.55 34600[10.1] 21800[6.4] 9 2 26900[7.9] 9300[2.7] 1200[566] 73 34600[10.1] 21800[6.4] 1 20400[6.0] 8600[2.5] • • • 925[43i7] 6➢ 2 •[7. ' 12900[3.81 C a FRGJI-06?MCK? 36000[10.5] 45.5 1t 3.65 2.5 34800[10.2] 22000[6.4] 8.5 a 2 26700[7.8] 9300[2.7] •• • *20®[566] 73 10.2]• 2200016.4] 1 ;o U)Highest sales volume tested combination required by DOE test procedures. "' ' • • • • to a r [ ]Designates Metric Conversions m z •0 ••• • • • • ••• • • m ••• • • • ••• • • Performance Data AHRI Standard Conditions -0 A Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. A o a AHRI Cooling Performance AHRI Heating Performance(70°F[21°Cl Indoor) A Y 80°F[26.5°Cl/67°F 119.5°Cl Will Indoor Air Modal Numbers 95°F[35°C]DB Outdoor Air Outdoor Alt Outdoor Air AHRI Rating m Z Outdoor 47°F 18.5°Cl DB/ 17°F[-8.5°C]DB/ 47°F 18.5°C]OB/ 17°F(-8.5°C]OB/ DOE ■m Unit Stage AHRI Ratings Sonnd 43°F 16°C]WB 15°F[-9.5°C]we [6°C1 Will 15°f[9.5°C]Will Region IV ■ UPRL- Net Sensible Net Latent Indoor Alrtlow Rating HSPF 0 ID Call ID Air Mover BTUM[kW] BTU/11 1kWJ Total SEER EER CFM MI d8 BTUM[kW] COP BTUM[kW] COP BTU/H[kM BTU/H(kW] 1 Capacity D a Rev. RGJF-07?MCK? 1 20400[6.0] 8600[2.5] 35800[10.5] 15.5 12 875[413] 69 124200 [7.11 3.65 12900[3.8] 2.5 34800[10.2] 22000[6.4] 8.5 4/25/2012 2 26500[7.8] 9300[2.7] 1200[566] 73 1 34800 110.21 22000[6.41 ■ RGJF-09?ZCM? 1 21700[6.4] 8100[2.4] 36400[10.7] 16 12 1025[484] 69 24200 [7.1] 3.7 12900[3.8] 2.5 34600[10.1] 21800(6.4] 9 2 27300[8.0] 9100[2.7] 1250[5901 73 34600[10.1] 21800[6.4] RGJF-10?ZCM? 1 20600[6.01 8600[2.5] 36200[10.6] 16 12 875[413] 69 24000 [7.0] 3.75 12700[3.7] 255 34600[10.1] 21800(6.4] 9 2 26900[7.9] 9300[2.7] 1200[566] 73 34600[10.1] 21800[6.4] RGLE-07?AMK? 1 20600[6.0] 8600[2.51 36000(10.51 16 12 875[4131 69 24000 [7.0] 3.7 12800[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 26700[7.8] 1 9300(2.7] 1200[566] 73 134600[10.1] 21800[6.4] RGLE-07?BRO? 1 20600[6.01 8600[2.5] 36400[10.7] 16.5 12.5 925[437] 69 24000 (7.01 3.75 12700[3.7] 2.55 34400[10.1] 21600[6.3] 9 2 27100[7.9] 9300[2.7] 1225[578] 73 34400[10.1] 21600[6.3] RGLE-10?BRM? 1 20800[6.11 8600[2.5] 36400[10.7] 16.5 12.5 875[413] 69 23800 [7.0] 3.8 12600[3.7] 2.55 34400[10.11 21400[6.3] 9 2 27100[7.9] 9300[2.7] 1200[566] 73 34400[10.1] 21400[6.3] RGPE-05?BMK? 1 20400[6.0] 8600[2.5] 36000(10.5] 16 12 900[425] 1 69 24200 [7.11 3.65 12800[3.8] 25 34800[10.2] 22000[6.4] 9 2 26700[7.8] 1 9300[2.7] 1200[566] 1 73 34800[10.2] 22000[6.4] RGPE-07?AMK? 1 20600[6.0] 8600[2.5] 36000(10.5] 16 12 900[4251 69 24000 [7.0] --. 12800[3.8] 2.5 34800[10.2] 21800[6.4] 9 2 26700[7.8] 9300[2.7] 1225[578] 73 34800[10.2] 21800[6.4] 037JEC RCFL-H"3821 RGPE-07?BRO? 1 20600[6.0] 8600[2.5] 36400[10.7] 16.5 12.5 900[425] 69 24000 [7.0] 3.8 12700[3.7] 2.55 34400[10.1] 21600[6.3] 9 2 27100[7.9] 9300[2.71 1225[578] 73 34400[10.1] 21600[6.3] 1 20600[6.0] 8600[2.5] 900[425] 69 24000 [7.0] 3.8 12600[3.71 RGPE-10?BRM? 2 27100(7.91 9300[2.7] 36400[10.7J 16.5 12.5 1225[578] 73 34400[10.1] 21600[6.3] 2.55 34400[10.1] 21600[6.3J 9 RGPR-10?BRM? 1 20600[6.01 8600(2.51 36200[10.6] 16 12.5 925[4371 69 24000 V.01 3.75 12700[3.7] 2.55 34400[10.1] 21600[6.3] 9 2 26900 p.9] 9300[2.7] 1225[578] 73 34400[10.1] 21600[6.3] H RGRM-04?MAE? 1 20400[6.0] 1 8600[2.51 35600[10.41 15 11.5 925[437] 69 24200 i7•1l 3.55 13000[3.8] 2.45 35200[10.3] 22200[6.5] 8.5 f 2 26300[/.7] 1 9300[2.7] 1200[566] 73 35200[10.31 22200[6.5] RGRM-06?MAE? 1 20400[6.0] 8600[2.5] 35600[10.4] 15.5 11.5 900[425] 69 24200 [7.11 3.6 12900[3.8] 2.45 35000[10.3] 22200[6.5] 8.5 2 26300[7.7] 9300[2.7] 1175[554] 73 35000 110.31 22200[6.5] RGRM-07?MAE? 1 19700(5.8] 8900[2.6] 35000(10.3] 15.5 11.5 800[3781 69 24000 [7.0] 3 7 12800[3.8] 2.5 34800[10.2] 21800[6.4] 8.5 2 24900[7.31 10100[3.0] 1025[484] 73 34800[10.2] 21800[6.4] 1 20100[5.91 8700[2.5] X1.5• 850,140j] 69 24 00 3.55.1] 12900[3.8] RGRM-07?YBG? 2 26300(7.7] 9300[2.7] 35600[10.4] 15.: 0% 5 0.3] 22400[6.6] 2.45 35200[10.31 22400[6.6] 8.5 RGRM-09?RAJ? 1 21700[6.4] 810012-4] 36800[10.8] 16. •12 :05Q[4 lt.] 3.7 12900[3.8] 2.5 34800[10.2] 21800[6.41 9 2 28100[8.2] 8700[2.5] • t325 Mtj •73 3414(]01111.2] 21800[6.4] RGRM-09?ZAJ? 1 21000[6.2] 8400[2.51 36000[10.5] 16 12 950[448] 69 24200 [7.1] 3.7 12900[3.8] 2.5 34800[10.2] 21800[6.41 9 2 26700[7.81 9300[2.7] 0 ••• 1225"1 073 348op[10 21800[6.4] to •• • • i i i Highest sales volume tested combination required by DOE test procedures. ••• • • • • • • • • • • •• • • • • • • •• [ ]Designates Metric Conversions 066 • • • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • ••• • • Performance Data AHRI Standard Conditions Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. AHRI Cooling Performance AHRI Heating Performance(70`F I21'Cl Indoor) 84-F[26.5-C]/57'F[19.5-C]WB Indoor Air Outdoor Model Number 95°F I35"C[D8 Outdoor Air Outdoor Air Outdoor Air AHRI Rating 47"F 18.5-C]Bill irF I-8.5-C)OB/ 47-F[8.5'C]DB/ 17°F I-8.5'C]DB/ DOE Unit Stage AHRI Ratings Sound 43°F[6"C]W8 15"F(-9.5'C1 WB 43^F[6"C]WE 15°F[-9.5"Cl WB Region IV UPRL- Net Sensible Net Latent Indoor Airflom Rating HSPF --_ ID Coil 10 Air Mover BTU/H[kW] BTU/H IkWJ Total I SEER EER CFM M1 d8 BTU/H IkW] COP BTU/H[kW] COP BTU/H IkWI BTU/H am Capacity Rev. RGRM-10?RAJ? 1 20600[6.0] 8600[2.5] 360M[10.5]I 16 12 900[4251 69 24000 [7.0] 3.7 12700[3.7] 2.5 34600[10.11 218M[6.4] 9 =_ 4252012 2 26700[7.8] 9300[2.7] 1225[578] 73 34600[10.1] 1 21800[6.4] RGRM-10?ZAJ? 1 20600[6.0] 8600[2.51 35800[10.5] 16 12 875[413] 69 24000 [7.01 3.7 12800[3.8] 2.5 34600[10.1] 21800[6.41 9 2 26200[7.71 9600[2.8] 1150[543] 73 34600[10.11 21800[6.4] 1 20600[6.01 8600[2.5] 35400 900[425] 69 24000 [7.0] 12800[3.8] RGTM O6?MAE? 2 25300[7.4] 10100[3.0] [10.4] 16 12 1025[484] 73 34400[10.1] 3.75 21600[6.3] 2.55 34400[10.1] 21600[6.3] 9 RGTM-07?RBG? 1 21000[6.2] 8400[2.5] 36600 110.71 16 12.5 95014481 69 124000 [7.0] 3.7 12800[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 27600[8.11 9000[2.6] 1 1275[602] 73 34600[10.1] 1 21800[6.41 RGTM-09?RAJ? 1 1 21700[6.41 8100[2.41 36600[10.7] 16 12 1025[484] 69 24200 [7.11 3.7 12900 P.81 2.5 34600[10.1] 21800[6.4] 9 2 1 27600[8.11 9000[2.61 I 1275[602] 73 34600[10.1] 21800[6.4] RCFL-H`3821 RGTM-09?ZAJ? 1 21300[6.21 8300[2.41 36200[10.6] 16 12.5 97514601 69 24000 [7.0] 3.75 12800[3.8] 2.55 34600[10.1] 21600[6.31 9 2 26900[7.9] 9300[2.7] 1225[578] 73 34600[10.1] 21600[6.31 1 21400[6.31 8200[2.4] 1000[472] 69 3.7 24200 [7.1] 129M[3.8] ROLA-070E03 2 26900[7.9] 9300[2.7] 36200[10.6] i6 12 1200[566] 73 34600[10.1] 21800[6.4] 2.5 34600[10.1] 21800[6.4] 9 ROCA-07CE04 1 21409[6.3] 8200[2.4] 36200[10.6] 16 12 1000[472] 69 24200 [7•1] 3.7 12900[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 26900[7.91 9300[2.7] 1200[566] 73 34600[10.1] 21800[6.4] 037JEC ROLA-07CE03 1 20600[6.01 8600[2.51 36400[10.7] 16 12.5 90014251 69 24000 [7.01 3.75 1270013.71 2.55 34400[10.11 21600[6.3] 9 2 27100[7.91 9300[2.7] 1175[554] 1 73 34400[10.1] 21600[6.3] ti ROLA-07CE04 1 20600[6.0] 8600[2.5] 900[425] 69 24000 [7.0] 12700[3.71 36400[10.7] 16 12.5 3.75 2.55 34400[10.1] 21600[6.31 9 2 27100[7.91 9300[2.7] 1175[5541 73 34400[10.1] 21600[6.3] 1 20600[6.01 8600[2.5] 900[425] 69 24000 [7.0] 12700 P. ROLA-115E05 2 27100[7.91 9300[2.7] 36400[10.71 16 12.5 1200[566] 73 34400[10.1] 3.8 21600[6.3] 2.55 34400[10.1] 21600[6.3] 9 1 20000[5.9] 8600[2.5] 35800[10.5] 14 11.5 900[425] 69 23400 [6.9] [3 3 12000 .5] RCFL-H'3821+RXMD-CO6 Coil Only S 2.35 34400[10.1] 21600[6.3] 8.2 2 26500[7.81 9300[2.7] 1200[566] 1 73 34400[10.1] 21600[6.3] RGFE-09?ZCM? 1 20600[6.01 8600[2.5] 36200[10.6] 16 12 875[413] 69 24000 [7.0] 3.7 12700[3.7] 2.5 34600[10.1] 21800[6.4] 9 2 26900[7.91 9300[2.7] 1200[566] 73 34600[10.1] 21800[6.4] RGFE-1 O?ZCM? 1 20600[6.0] 8600[2.5] 360M[10.5] 16 12• 900[425] 69 24000 [7.0] 3 7 12700[s.7] 2.5 34600[10.1] 21800[6.4] 9 2 26700[7.81 9300[2.7] • 12 78t �3• *60[1 .1 •• 21800[6.4] 1 20600[6.01 8600[2.5] • 878 13L :69i :4O*�Q.0 12700[3.71 RCFL-H'3824 RGFE-12?RCM? 36200[10.6] 16.5 12.5 • %5 2.55 34400[10.11 21600[6.31 9 2 26900[7.91 9300[2.7] 0 0 129$ 78 •73 344 1[1 1.1 . 21600[6.3] RGFG-09?ZCM? 1 20600[6.0] 8600[2.5] 36200[10.6] 16 12 875[413] 69 24000 [7-0] 3.7 12700[3.7] 2.5 34600[10.1] 21800[6.41 9 • 2 26900[7.91 9300[2.7] 1200[566] 73 34600[10.1] 21800[6.4] RGFG-10?ZCM? 1 20600[6.0] 8600[2.5] 36200[10.6] 16 1p '900[425T"•69• X1000 W.). 3 12800[3.8] 2.5 34600[10.1] 21800[6.41 9 '0 m 2 26900[7.9] 9300[2.7] •• •200[66 73• T690[ .1f 01: 21800[6.4] A r❑ T Highest sales volume tested combination required by DOE test procedures. �' ' • • • • m 3 [ ]Designates Metric Conversions n i m� • •• •• • • • •• •• > ••• • • • ••• • • Performance Data AHRI Standard Conditions A Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. F o s AHRI Coaling PertormanceAHRI Heating Performance(70°F[21°C1 Indoor) m 3 80°F[26.5°CI/67°F[19.5°C]WE Indoor Air Model Numbers 95°F[35°CI OR Outdoor Air Outdoor Alr Outdoor Air AHRI Rating a Z 0 Unit tdoor Stage AHRI Ratings 47°F 18.5°CI OR/ 1TF 18.5°C]081 47°F[8.5°CI BE/ 17°F 1.8.5°CI DB/ DOE ■m ■ UPRL- Net Sensible Net Latent Indoor AirtloW Sound 43*F 16°CI WE 15°F 1-9.5°Cl WE 43°F I6°CI WE 15°F[A.5°CI WB Region Iv a BTUM[kW1 BTUM[kWI Total CFM IL/sl Rating HSPF y ID Coll IO Air Movar Capacity SEER EER d8 BTUM PM COP BTUM(kW] COP BTUM 9W BTUM IkWI D e Rev. RGFG-12?RCM? 1 20600[6.0] 8600[2.51 36200[10.6] 16.5 12.5 87514131 69 24000 17.01 3.75 12700[3.71 2.55 34400[10.1] 21600[6.31 9 4/25/2012 2 2690017.9] 9300[2.7] 1225[578] 73 34400[10.1] 21600[6.3] ■ RGGE-09?ZCM? 1 21700[6.4] 8100[2.41 36400[10.71 16 12 1025[484] 69 24200 [7.1] 3.7 12900[3.81 2.5 34600[10.1] 21800[6.4] 9 2 27300[8.0] 9100[2.7] 1250[590] 73 34600[10.1] 21800[6.41 RGGE-10?ZCM? 1 20600[6.0] 8600[2.5] 36200[10.6] 16 12 875[413] 69 24000 [7.0] 3.7 12700[3.71 2.55 346M[10.11 21800[6.41 9 2 26900[7.9] 9300[2.71 1200[566] 73 34600[10.1] 21800[6.4] RGGE-12?RCM? 1 2060016.0] 8600[2.5] 36400[10.7] 16.5 12.5 875[413] 69 24000 [7.0] 3.8 12600[3.7] 2.55 34400[10.1] 21600[6.31 9 2 27100[7.9] 9300[2.7] 1200[566] 73 34400[10.1] 21600[6.3] RGJF-09?ZCM? 1 2170016.4] 8100[2.4] 36400[10.7] 16 12 1025[484] 69 24200 [7.1] 3.7 12900[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 2730018.0] 9100[2.7] 1250[5901 73 34600[10.1] 21800[6.4] RGJF-10?ZCM? 1 2060016.0] 8600[2.5] 36200[10.61 16 12 875[413] 69 24000 [7.0] 3.75 12700[3.7] 2.55 346M[10.11 21800[6.4] 9 2 26900[7.9] 9300[2.7] 1200[566] 73 34600[10.1] 21800[6.4] RGJF-127RCM? 1 206M[6.0] 8600[2.51 36400[10.7] 16.5 12.5 875[4131 69 24000 [7.0] 3.8 12600[3.7] 2.55 34400[10.1] 21600[6.3] 9 2 27100[7.9] 9300[2.7] 1200[566] 73 34400[10.1] 21600[6.3] RGLE-07?BRO? 1 20600[6.0] 8600[2.5] 36400[10.7] 16.5 12.5 925[437] 69 24000 [7.0] 3.75 12700[3.7] 2.55 34400[10.1] 21600[6.31 9 2 27100[7.9] 9300[2.71 1 11225[5781 73 34400[10.1] 1 21600[6.3] 037JEC RCFL-H`3824 RGLE-10?BRM? 1 20800[6.1] 8600[2.5] 36400[10.7] 16.5 12.5 875[413] 69 238M [7.0] 3.8 12600[3.7] 2 55 34400[10.1] 21400[6.31 9 2 27100[7.9] 9300[2.7] 1200[566] 73 34400[10.1] 21400[6.31 RGLE-127ARM? 1 20600[6.0] 8600[2.5] 36400[10.71 16.5 12.5 925[437] 69 24000 17.0] 3 8 12600[3.7] 2.55 34400[10.1] 21400[6.31 9 2 27100[7.9] 9300[2.71 1225[578] 73 34400[10.1] 21400[6.3] 1 21600[6.3] 8200[2.4] 1000[472] 69 24000 [7.0] 12700[3.71 RGLR-12?ARM? 2 27100[7.9] 9300[2.7] 36400[10.71 16.5 12.5 1225[578] 73 34400[10.1] 3.8 21600[6.3] 2.55 34400[10.11 21600[6.3] 9 RGPE-07?BRO? 1 20600[6.0] 8600[2.51 36400[10.71 16.5 12.5 900[425] 69 24000 17.0] 3.75 12700[3.7] 2.55 34400[10.1] 21600[6.3] 9 2 27100[7.91 9300[2.7] 1225[578] 73 34400[10.1] 21600[6.31 RGPE-110?BRM? 1 20600[6.0] 8600[2.5] 36400[10.7] 16.5 12.5 900[425] 69 24000 [7.0] 3.8 12700[3.7] 2.55 34400[10.1] 21600[6.3] 9 2 27100[7.9] 9300[2.7] 1225[578] 73 34400[10.1] 21600[6.3] RGPE-12?ARM? 1 20600[6.0] 8600[2.5] 36400[10.7] 16.5 12.5 875[413] 69 24000 [7.0] 3.8 12700[3.7] 2.55 34400[10.1] 21400[6.31 9 2 27100[7.9] 9300[2.71 1200[566] 1 73 34400[10.1] 1 21400[6.3] RGPR-1VARM? 1 21600[6.3] 8200[2.4] 36600[10.71 16.5 1 •10"[472]9 669 4000 [T.0] 3.$ 1 2800[3.8] 2.55 34400[10.1] 21600[6.3] 9 2 27500[8.1] 9100[2.7] 0 1250[:90f.:3: 3:40:11t1l] [6.3] RGRM-07?YBG? 1 20100[5.9] 8700[2.5] 35600[70.41 15.5 1146•• 85 0_0[ 1 •69 i ?�20�•[=•ll 3.�5 12900[3.8] 2.4 35200[10.31 22400[6.6] 8.5 2 26300[7.7] 930012.71 1200[5661 3 352 111.3] 22400[6.6] 1 21700[6.4] 8100[2.4] 1050[495] 69 24200 VA] 12900[3.8] RGRM-09?RAJ? 2 27900[8.21 870012.5] 36600[10.71 16 2 M5[625} 973 800[10.8] 3i• 21800[6.4] 2.5 34800[10.2] 21800[6.4] 9 113 Highest sales volume tested combination required by DOE test procedures. '•• : • •• • • •• • • • • • • % [ ]Designates Metric Conversions ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Performance Data AHRI Standard Conditions Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. AHRI Cooling Performance AHRI Heating Performance(70°F[21"C]Indoor) 80°F[26.5°C]/67°F 119.5°C]WB Indoor Air Outdoor Model Numbers 95°F[35°CJ DS Outdoor Air Outdoor Air Outdoor Air AHRI Rating 47°F(8.5°C]all/ 17°F[-8.5°C]DB/ 47°F[8.5°C]DB/ 17"F[-8.5"Cl DB/ DOE Unit Stage AHRI Ratings Sound 43°F[6°Cl WS 151(-9.5°C]WB 43°F[6°C]WB 157[-9.5`Cl WB Region IV UPRL- Net Sensible Net Latent Indoor Afrflow Rating HSPF ID Coil 10 Air Mover BTUM[kW] BTUAI(kW] Total SEER EER CFM[IJsI dB BTU/H[kW) COP BTU/H(kW] COP BTU/H[kW] STU/H[kWJ Capacity 1 21000[6.21 840012.51 36000[10.5] 15.5 12 950[448] 69 24200 [7.1] 3.65 12900[3.8] Rev. RGRM-09?ZAl? 2.5 34800[10.2] 22000 16.41 8.5 4/25/2012 2 26700[7.8] 9300[2.71 1225[578] 73 34800[10.2] 22000[6.4] RGRM-10?RAJ? 1 20600[6.01 860012.5] 36000[10.5] 16 12 1 900[425] 69 24000 [7.0] 3.7 12700[3.7] 2.5 34600[10.1] 2180016.4] 9 2 26700[7.8] 9300[2.71 1225[5781 73 34600[10.1] 21800[6.4] RGRM-10?ZA]? 1 20600[6.0] 8600(2.5] 35800[10.5] 16 12 875[413] 69 24000 [7.0] 3.7 12800[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 26200[7.7] 9600[2.8] 1150[543] 73 34600[10.1] 21800[6.41 RGRM-12?RAJ? 1 20600[6.0] 8600[2.51 36200[10.6] 16 12 925(437] 69 24000 [7.0] 3.7 12700[3.7] 2.5 34600[10.1] 21800[6.4] 9 2 26900[7.9] 9300[2.7] 1225[578] 1 73 34600[10.1] 21800[6.4] RGTM-07?RBV 1 210M 16.2] 8400[2.5] 36600[10.7] 16 12.5 950[448] 69 24000 [7.01 3.7 12800[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 27600[8.11 9000[2.6] 1 1275[602] 73 34600[10.1] 1 21800[6.4] RGTM-09?RA]? 1 21700[6.41 8100[2.4] 36600[10.7] 16 12 1025[484] 69 24200 (7.11 -- 12900[3.8] 2.5 34600[10.1] 21800[6.4] 9 2 27600[8.11 9000[2.6] 11275[602] 73 34600[10.1] 21800[6.4] RCFL-H'3824 RGTM-09?ZAJ? 1 21300[6.21 8300[2.4] 36200[10.61 16 12.5 975[460] 69 24000 [7.01 3.75 12800 13.81 2 55 34600[10.1] 21600[6.3] 9 2 26900(7.9] 9300[2.7] 1225[578] 73 34600[10.1] 21600[6.3] 037JEC 1 21300[6.2] 8300[2.4] 97514601 69 24000 [7.0] 12800[3.8] f RGTM-10?RBJ? 2 27100[7.9] 930012.71 36400 110.7] 16 12.5 1225[578] 73 34400[10.1] 3.75 21600[6.3J 2.55 34400[10.11 21600[6.3] 9 ROCA-07OE03 1 1970015.81 890012.6] 35400[10.4] 16 12.5 800[378] 69 24000 p.01 3.8 12700[3.7] 2.6 34200[10.0] 21400[6.3] 9 2 25100[7.4] 10300[3.01 1000[472] 73 34200[10.0] 21400[6.31 ROCA-07OE04 1 18700[5.8] 8900[2.6] 35400[10.4] 16 12.5 800[378] 69 24000 [7.01 3.8 12700[3.7] 2.6 34200[10.0] 21400[6.3] 9 2 25100[7.4] 10300[3.01 1000[4721 73 34200[10.0] 21400[6.3] s ROLA-07CE03 1 20600[6.01 8600[2.5] 36200[10.6] 16 12.5 900 1425] 69 24000 P•01 3.75 12700[3.71 2.55 34400[10.11 21600[6.31 9 2 26900[7.91 9300[2.7] 1175[554] 73 34400[10.1] 1 21600[6.3] 1 20600[6.01 8600[2.5] 90014251 69 24000 [7.0] 12700[3.71 ROLA-070E04 36200[10.6] 16 12.5 3.75 2.55 34400[10.1] 21600[6.3] 9 n' 2 26900[7.9] 9300[2.71 1175[554] 73 34400[10.1] 21600[6.3] ROLA-115E05 1 20600[6.0] 8600[2.5] 36400[10.7] 16 12.5 900[425] 69 24000 [7.01 3.8 12700[37] 2.55 34400[10.1] 21600[6.31 9 2 27100[7.9] 930012.71 1200[566] 73 34400[10.1] 216M[6.3] RCFL-H"3824+RXMD-CO6 Coil Only 1 20000[5.9] 8600[2.5] 35800[10.5] 14 11,5. 900[425] 69 23400 [6.9] ev 12000[3.51 12.35 34400[10.1] 2160016.3] 8.2 2 26500[7.81 9300[2.7] • 1200[666} •73 9 [1&1] 21600[6.3] e O Highest sales volume tested combination required by DOE test procedures. '. '; ; ; ; ; ;• •• •• ••• •• • • • •• [ ]Designates Metric Conversions ■ • ••• ••• • • ••• C70 • •• • • • • • • •• rD ••• • • • • • IDA • m Z ■n • • • • • • • • • • i ••• • • • ••• • • Performance Data AHRI Standard Conditions CA Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. A o a AHRI CoED oling Performance AHRI Heating Performance(70°F[21°C]Indoor) 3 80°F[26.5°C]/67°F(19.5°Cl WB In000r Air Outdoor Model Numbers 95°F[35°C]OB Outdoor Air Outdoor Air Outdoor Air AHRI Rating m Z 4T°F[8.5°C]DB/ 17°F[-8.5°C]DB/ 47°F[8.5°C]DB/ 17°F[-8.5"C]OB/ DOE in m Unit Stage AHRI Ratings Sound 43°F[6"C]WB 15°F[-9.5°C]WB 43°F[6°C]WB 15°F[-9.5°C]Will Region IV O'. UPRL• Net/H(k is Net Latent Indoor AlAlow Rating HSPF 10 Coil ID Air Mover BTU/H[kWl BTUIH[kW] Total SEER EER CFlVt[ ] dB BTUAI[kW] COP BTUAI[kW] COP BTU/fl[kW] BTU/H[kW] i Capacby D a Rev. 1 27500 18.11 12000[3.5] 1175[554] 691 0 [0.01 3.78 010-01 2.68 45000[13.2] 29200[8.6] 9 4/25/2012 RCSL-H'4824 O RHPL-HM4824 2 34000[10.01 47000[13.8] 16 12.5 13000[3.8] 1575[743] 73 45000[13.2] 29200 18.6] � 1-dehumid 24800 [7.3] 9600[2.8] 1025[4[34] 2-dehumid 25400 [7.4] 8900[2.6] 1175[554] RGFE-09?ZCM? 1 27400 [8.0] 12000[3.5] 460M[13.5] 15 11 1200[566] 69 33400 [9.81 3.6 2020015.91 2.26 46500[13.6] 31200[9.11 9 2 32800 [9.6] 13000[3.81 1600[755] 73 46500[13.6] 31200[9.1] RGFE-10?ZCM? 1 27800 [8.1] 11700[3.4] 1 45500[13.3] 15 11 1225[578] 69 33400 [9.8] 3.58 20200[5.9] 2.26 47000[13.8] 31200[9.1] 9 2 32600 [9.6] 13000[3.8] 1600[755] 73 47000[13.81 31200[9.1] RGFG-099ZCM? 1 27400 [8.0] 12000[3.5] 46000[13.5] 15 11 1200[5661 69 33400 [9.81 3.6 20200[5.91 2.26 46500[13.6] 31200[9.11 9 2 32800 [9.6] 13000[3.81 1600[755] 73 46500113.6] 31200[9.11 RGFG-10?ZCM? 1 27400 [8.0] 12000[3.51 46000[13.5] 15 11 1200[566] 69 33400 19.8] 3.6 20200[5.9] 2.26 47000[13.8] 31200[9.11 9 2 33600 [9.8] 12500[3.7] 1650[779] 73 47000[13.8] 31200[9.1] 1 28000 [8.2] 11700[3.4] 1225[5781 69 33600 [9.8] 20200[5.9] RGGE-09?ZCM? 2 33000 [9.7] 13000[3.81 46000[13.5] 15.5 11 1600[7551 73 46500[13.61 3.64 31000[9.11 2.3 46500[13.61 3100019-11 9 RGGE-109ZCM? 1 27400 [8.0] 12000[3.51 46000(13.5] 15 11 1200[5661 69 33400 [9.8] 3.62 20200[5.9] 2.28 46500[13.61 31200[9.11 9 2 32800 [9.6] 13000(3.8] 1600[755] 73 46500[13.6] 31200[9.1] 049JEC RGJF-09?ZCM? 1 28000 [8.21 11700(3.4] 46000(13.51 15.5 11 1225[578] 1 69 33600 [9.8] 3.64 2040016.01 2.3 46500[13.6] 31000[9.11 9 2 33000 [9.7] 13000[3.8] 1600[755] 73 46500[13.6] 1 31000[9.1] 1 27400 [8.0] 12000[3.5] 1200[566] 69 33400 [9.8] 3.62 20200[5.9] * RCFL-H'4821 RGJF-10?ZCM? 2 32800 [9.6] 13000[3.8] 46000[13.5] 15 11 1600[7551 73 46500[13.61 31200[9.1] 2.28 46500[13.6] 31200[9.1] 9 1 28000 [8.2] 11700[3.4] 1225[578] 69 33600 [9.8] 20400[6.0] RGLE-07?BRO? 46000[13.51 15.5 11.5 3.56 2.32 44500[13.0] 29200[8.6] 9 2 33200 [9.71 13000[3.8] 1600[755] 73 44500[13.01 29200[8.6] 1 27600 [8.1] 12000[3.5] 1200[566] 69 33800 [9.9] 20400[6.0] RGLE-10?BRM? 46500[13.6] 16 12 3.66 2.38 45000[13.2] 29400[8.6] 9 2 33400 [9.8] 13000[3.8] 1 1600[755] 73 45000[13.2] 29400[8.6] RGPE-07?BRO? 1 28000 (8.21 11700[3.4] 46500[13.6] 15.5 11.5 1225[578] 69 33600 [9.8] 3.6 20400[6.01 2.34 45000[13.2] 29200[8.6] 9 2 33200 [9.7] 13000[3.8] 1600[755] 73 45000[13.2] 29200[8.61 r R RGPE-107BRM? 1 28000 [8.21 11700[3.4] 46500[13.6] 16 11.5 1225[578] 69 33600 [9.8] 3.6 20400[6.01 2.34 45000[13.2] 29200[8.6] 9 2 33800 [9.9] 12700[3.7] 1625[767] 73 45000[13.2] 29200[8.61 RGRM-09?ZAJ? 1 27800 [8.1] 1 11700[3.4] 46000[13.5] 15 1 i 9123EWV8], J69. 33409 W.8] 1.S4 20000[5.9] 2.22 47000[13.81 31600(9.31 9 2 33200 [9.71 12700(3.71 • 1625 '3 40[1[13.8] 31600[9.3] 1 27400 18.01 1200013.51 115(r[943; •69 i 04[1'1.8]13*623.�6 20200[5.9] 2.28 47000[13.8] 31400[9.21 9 RGRM-10?ZAJ? 2 32600 [9.6] 13000[3.8] 45500[13.3] 15 1i• 16 55) 3 4700b(11.8] 31400[9.2] 11 28800 18.41 11200[3.3] 1325[625] 69 33400 [9.8] 20000[5.9]RGTM-07?RBG? 2 34000[10.01 12400[3.61 46500[13.6] 15 0V!5[790} •73 46500[13,,1031200[9.11 2.22 46500[13.6] 31200[9.1] 9 Highest sales volume tested combination required by DOE test procedures. ' • ' • • • • • • % • • • • • • •• [ ]Designates Metric Conversions ••• • • • • . • • • • • • • • • • ••• • • • ••• • • Performance Data AHRI Standard Conditions Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. AHRI Cooling Performance AHRI Heating Performance(70*F[21°C)Indoor) BO*F 126.5°Cl/67"F 119.5°Cl WE Indoor Air Outdoor Model Numbers 95*F[35°C]OB Outdoor Air Outdoor Air Outdoor Air AHRI Rating Unit Stage AHRI Ratings 47°F I8.9°C]OB/ 17°F[-8.5°C]OB/ 47°F 18.5°C]OB/ 17°F 1-8.5°C10B/ DOE UPRL- Net Se�Ible Net Latent Indoor AIAIoW Sound 43°F 16°C]WB 15°F[9.5°C]WE 43°F[6°C]WE 15°F[-9.5"C]WE Region IV BTU/H[kW] BTU/H IkW] Tota i CFM[LIS] Rating HSPF ID Coii 10 Air Mover Capacity SEER EER dB BTU/H[kWI COP BTU/H[kW] COP BTU/H 1kW1 BTU/H 1kW1 Rex RGTM-09?ZAJ? 1 28200[8.3] 11600[3.4] 46000[13.5] 15.5 11 1250[590] 69 33400 [9.8] 3.64 20200[5.9] 2.28 46500[13.61 31000[9.1] 9 4/25/2012 2 33000[9.71 13000[3.8] 1600[755] 73 1 46500[13.61 31000[9.1] RCFL-H*4821 ROLA-07OE04 1 27`100[8.0] 12000[3.5] 46000[13.5] 15.5 11 1175[554] 69 33600 [9.8] 3.64 20400[6.0] 2.32 46500[13.6] 31000[9.1] 9 2 33000 19.71 13000[3.8] 1600[755] 73 46500[13.6] 31000[9.1] ROLA-115EO5 1 27600[8.11 1 12000[3.51 46000[13.51 15.5 11.5 1200[566] 69 33600 [9.8] 3.54 20400[6.0] 2.34 44500113.0] 29200[8.61 9 2 3320019.71 1300013.81 1600[7551 73 44500[13.0] 29200[8.6] RCFL-H*4821+RXMD-CO6 Coil Only 1 26800[7.9] 12000[3.51 45500[13.31 14.5 11.5 1175[554] 69 32000 [9.4] 3.68 18700[5.5] 2.2 43500[12.71 28000[8.2] 8.2 2 3160019.31 14000[4.1] 1425[672] 73 43500[1271 28000[8.2] RGFE-W.ZCM? 1 27400[8.0] 12000[3.5] 46RW[13.51 15 11 1200[566] 69 133400 [9.8] 3.6 20200[5.91 2.26 47000[13.8] 31200[9.1] 9 2 32800[9.6] 13000[3.8] 1600[755] 73 147000[13.8] 31200[9.1] RGFE-1 O?ZCM? 1 27800[8.11 11700[3.4] 45500[13.31 15 11 1225[578] 69 33400 [9.8] 3.58 20200[5.9] 2.24 47000[13.8] 31400(g.21 9 2 32600[9.6] 13000[3.8] 1600 V551 73 47000[13.81 1 31400[9.2] RGFE-12?RCM? 1 28000[8.21 11700[3.4] 46000[13.51 15.5 11.5 1225[578] 69 33600 [9.8] 3.64 20400[6.0] 2.3 46500[13.6] 31000[9.1] 9 2 33600[9.8] 12700[3.71 1625[7671 73 46500[13.6] 31000[9.1] RGFG 09?ZCM? 1 27400[8.0] 12000[3.5] 46000[13.5] 15 11 1200[5661 69 33400 [9.8] 3 6 20200 15.9] 226 47000[13.8] 31200[9.1] 9 2 3280019.61 13000[3.8] 1600[755] 73 47000[13.81 31200[9.1] 1 27400[8.0] 12000[3.5] 1200[566] 69 33400 [9.8] 20200[5.9] 049JEC RGFG-10?ZCM? 2 33600[9.8] 12500[3.71 X000[13.5] 15 11 1650[779] 73 47000[13.8] 3.58 31200[9.1] 2.26 47000[13.8] 31200[9.11 9 RGFG-127RCM? 1 28000[8.2] 11700[3.4] 46000[13.5] 15.5 11.5 1225[578] 69 33600 [9.81 3.64 20400[6.0] 2.3 46500[13.61 31000[9.1] 9 2 33600[9.8] 12700[3.71 1 1625[767] 73 46500[13.6] 31000[9.1] RCFL-H*4824 RGGE-09?ZCM? 1 28000[8.21 11700[3.4] 46000[13.5] 15.5 11 1225[578] 69 33600 [9.8] 3.64 20200[5.9] 2.3 46500113.6] 31000[9.1] 9 2 33000[9.7] 13000[3.8] 1600[755] 73 46500[13.6] 31000[9.1] RGGE-10?ZCM? 1 27400[8.0] 12000[3.51 46000[13.5] 15 11 1200[566] 69 33400 [9.8] 3.62 20200[5.9] 228 46500[13.6] 31200[9.1] 9 2 32800[9.6] 13000[3.8] 1600[755] 73 46500[13.6] 31200[9.1] RGGE-12?RCM? 1 27600[8.1] 12000[3.5] 46500[13.6] 15.5 11.5 1200[566] 69 33600 [9.8] 3.6 20400[6.0] 2.34 45000[13.2] 29200[8.61 9 2 33400[9.81 13000[3.8] 1575 V43] 73 45000[13.2] 29200[8.6] 1 28000[8.2] 11700[3.4] 1225[578] 69 33600 [9.8] 20400[6.0] RGJF-09?ZCM? 2 33000[9.7] 13000[3.8] 46000[13.5] 15.5 1:• 16 0 5): :3. 4§50:[13.6] g4 31000[9.1] 2.3 46500[13.6] 31000[9.1] 9 1 27400[8.0] 12000[3.5] • 12M[9661. 9: 3340:•[$.8] 20200[5.9] RGJF-10?ZC10? 2 32800[9.6] 13000[3.8] 46000[13.5] 15 ti• 16a(► 5] 3 54[13.6] •J2 31200[9.1] 2.28 46500[13.6] 31200[9.1] 9 1 27600[8.11 12000[3.5] 1200[566] 69 33600 [9.8] 20400[6.0] ■ RGJF-12?RCM? 2 33400[9.8] 13000[3.8] 46500[13.6] 15.5 0 1575[7431 73 45000[13.2] 3.62 29200[8.6] 2.36 45000[13.2] 29200[8.61 9 1 28000[8.21 11700[3.4] • Y125[578] •69• 38600 J.] 20400[6.0] C 70 RGLE-07?BRO? 46000[13.5] 15.5 11.5 3.5� 2.32 44500[13.0] 29200[8.6] 9 U M e 2 33200[9.7] 13000[3.8] +• 41600[i5 73• 40.508[1;.0 • 2920018.61 A� r0 ••• • • • • • in m3 � A D m Z a0 ••• • • • • ••• • • m • ••• •• ••• • •• •• D ••• • ••• • • Performance Data AHRI Standard Conditions aA Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. F o I AHRI Cooling Performance AHRI Healing Performance(70°F(21°Cl Indoor) m 3 80°F[26.5°C]/67°F[19.5°C]WB Indoor fir Model Numbers 95°F[35°CI DB Outdoor Air Outdoor Air Outdoor Air AHRI Rating m Z Outdoor 47°F[8.5°CI OB/ 17°F[-8.5°C]OB/ 47°F[B.5°C]OBI 17°F[8.5°CI OB/ DOE to m _ on(t Stage AHRI Ratings Soand �'F[6°C[Vd8 15°F[9.5°C]VJ8 q3°p[6°C]WB 15°F[-9.5°C]Vd8 Region IV ■ UPRL- �B /H ensible Net Latent Indoor Airtiow Rating HSPF l0 Coll 10 Air Mover [kWl BTUM[kWl Total SEER EER CFM[L/sl dB BTWW[kW] COP BTU/8[kWl COP BTUM[kWl BTU/H[kW1 Di Capacfly D Rev. ROLE-10?BRM? 1 27600 [8.1] 12000[3.51 46500[13.6] 16 12 1200[566] 69 33800 19.91 3.66 20400 16.0] 2.38 45000[13.2] 29400[8.6] 9 4125/2012 2 33400 [9.81 13000[3.8] 1600[7551 73 45000 113.21 29400[8.61 ■ RGLE-12?ARM? 1 28200 [8.3] 11700 13.41 46500[13.61 16 11.5 1225[578] 69 33800 09.91 3.64 20400[6.0] 2.36 45000[13.2] 29400[8.6] 9 2 33400 [9.81 13000[3.8] 1600[755] 73 145000[13.2] 29400[8.6] RGPE-07?BRO? 1 28000 [8.2] 11700[3.41 46500[13.6] 15.5 11.5 1225[578] 69 33600 [9.8] 3.6 20400[6.0] 234 45000[13.2] 29200[8.6] 9 2 33200 [9.7] 13000[3.8] 1 1 1600[755] 73 45000[13.2] 29200[8.61 RGPE-110?BRM? 1 28000 [8.2] 11700[3.41 46500[13.6] 15.5 11.5 1225[578] 69 33600 [9.8] 3.58 20400[6.0] 2.34 44500[13.01 29200[8.6] 9 2 33800 [9.9] 12700[3.7] 1 1625[767] 73 44500[13.01 29200[8.6] RGPE-12?ARM? 1 27600 18.11 12000[3.51 46500[13.6] 16 12 1200[566] 69 33800 [9.91 3.64 20400[6.0] 2.38 45000[13.2] 29400[8.6] 9 2 34000[10.0] 1270013.71 1625[/67] 73 45000[13.2] 29400[8.61 RGRM-09?ZAJ? 1 27800 18.11 11700[3.4] 46000[13.5] 15 11 1225[578] 69 33400 [9.8] 3.54 20000[5.9] 2.22 47000[13.8] 31600 19.31 9 2 33200 [9.7] 12700[3.7] 1625(767] 73 47000[13.8] 3160019.3] 1600[9.3] 1 27400 [8.0] 12000[3.5] 1150[543] 69 33400 [9.8] 3.54 20200[5.91 RGRM-10?ZAJ? 2 32600 [9.6] 13000[3.8] 45500[13.31 15 11 1600[755] 73 47000[13.81 31400[9.2] 2.26 47000[13.81 31400[9.2] 9 RCFL-H'4824 1 27800 [8.1] 11700[3.4] 46500 1225[5781 69 33400 [9.8] 3.64 20200[5.9] 049JEC RGRM-12?RAJ? 2 33600 [9.8] 12700[3.71 [13.6] 15.5 11.5 1625[7671 73 46500113.6) 31000[9.11 2.28 46500[13.6] 31000[9.1] 9 RGTM-07?RBG? 1 28800 [8.4] 1 11200[3.31 46500[13.6] 15 11 1325[6251 69 33400 [9.81 -.-- 20000[5.9] 2.22 46500[13.6] 31200[9.1] 9 - 2 34000[10.01 12400[3.6] 1675[7901 73 46500[13.6] 31200[9.1] 1 28200 [8.31 11600[3.4] 1250[590] 69 33400 [9.81 20200[5.91 RGTM-09?ZAJ? 46000[13.5] 15.5 11 3.62 2.28 46500[13.6] 31000[9.1] 9 2 32800 [9.61 13000[3.8] 1600[7551 73 46500[13.61 31000[9.11 RGTM-1 O?RBJ? 1 28400 [8.31 11500(3.4] 46500[13.61 15.5 11.5 1275[6021 69 33400 [9.8] 20200 3.5 [5.9] 2.28 44500[13.0] 29000[8.5] 9 -- 2 34200 110.01 12400[3.6] 1675[790] 73 44500(13.0] 29000[8.51 € 1 27200 [8.0] 12000[3.5] 1200[566] 69 33400 [9.8] 20200[5.9] ROCA-070E04 45500[13.3] 15 11.5 3.58 2.24 45000[13.2] 29200[8.6] 9 2 31200 [9.1] 14100[4.1] 1400[661] 73 45000[13.2] 29200[8.6] 1 27400 [8.0] 12000[3.51 1175[554] 69 33600 [9.8] 20400[6.01 ROLA-070E04 2 33000 [9.7] 13000[3.81 46000[13.5] 15.5 11 1600[7551 73 46500[13.61 3.64 2.32 46500[13.6] 31000[9.1] 9 31000[91] h ROLA-115E05 1 27600 [8.1] 12000[3.5] 46000[13.5] 15.5 11.5 1200[566] 69 33600 19.81 3.54 20400[6.0] 2.34 44500[13.0] 29000[8.51 9 2 33200 [9.71 13000[3.8] 1600[7551 73 44500[13.01 29000[8.5] RCFL-H*4824+RXMD-006 Coll Only 1 26800 [7.9] 12000[3.5] 45500[13.31 14.5 11,0••l1W%54J• f9•3200Q [1,41 sea 18700[5.5] 2.2 43500[12.7] 28000[8.21 8.2 2 131600 [9.31 14000[4.1] • 1 1425[ 2] 23• 4:50Q[1:71 1 28000[8.2] D Highest sales volume tested combination required by DOE test procedures. • • • • • • • • •• 0 Goo 00 0 go [ ]Designates Metric Conversions •• • • • • • • • • • • •• • • • • • • •• w ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• •••• ••• •• ••• • • Performance Data AHRI Standard Conditions Note:Only these combinations of indoor/outdoor units are approved and any other combinations should not be used. AHRI Cooling Perlormance AHRI Heating Performance(70°F I21*CI Indoor) WF[26.5*C]/67*F[19.5*CI WB Indoor Air Outdoor Model Numbers 95*F135`CIOB Outdoor Air Outdoor Air Outdoor Air AHRI Rating 47-F 19.5-Cl OB/ 17*F 1-8.5*C]DB/ 47*F 18.5°CI DB/ 17*F 1-8.5*CI DB/ DOE Unit Stage AHRI Ratings Sound 43°F 16"CI WB 15*F 1-9•5*C1 WB 43^F[6°CI WB 15*F[-9.5'C1 WB Region IV UPRL- Net Sensible Not Latent Indoor AirRaw Rating HSPF ID Coil 1D Air Mover BTU/H[kW1 BTU/H[kW) Total Capacity SEER EER CFM19IUs] d8 BTU/H IkWI COP BTU/H 1kW] COP STU/H IkWI BTU/H[kVn _= Rev. 1 33700 [9.9] 14300[4.2] 1325[625] 76 39000[11.4] 3.8 21400 [6.3] 2.62 55500[16.3] 34200[10.0] 9 4252012 RCSL-H*6024 RHPL-HM6024 57500[16.8] 16 12.5 2 41500[12.2] 16000 14.71 1725[814] 76 55500[16.3] 34200[10.0] 1-dehumid 29300 18.61 11700[3.4] 1100[5191 _- - 2-dehumid 37800[11.1] 17200[5.0] RGFE-09?ZCM? 1 33600 [9.8] 13800[4.0] 56000[16.4] 14.5 11 1400[661] 76 39000[11.4] 3.6 [6.3] 2.5 57500[16.8] 36400[10.7] 8.2 2 40500[11.9] 15600[4.6] 1775[838] 76 57500[16.8] �"O' 6400[10.71 RGFE-112?RCM? 1 34400[10.1] 13500[4.0] 56500[16.6] 14.5 11 1450[684] 76 39000[11.4] 3.65 21400 [6.31 2 55 57500[16.8] 36200[10.6] 8.2 2 41 Goo[12.0] 15400[4.5] 1800[849] 76 57500[16.8] 36200[10.6] 1 33700 19.91 13800[4.0] 1400[6611 76 39000[11.41 21600 [6.3] RGFG-097ZCM? 56000[16.4] 14.5 11 3.6 2.5 57500[16.8] 36400[10.7] 8.2 2 40400[11.8] 15600[4.6] 1775[838] 76 57500[16.81 36400[10.71 RGFG-10?ZCM? 1 33600 19.81 13800[4.0] 56500(16.61 14.5 11 1400[661] 76 39000[11.41 3.6 21600 [6.31 2.5 58000[17.0] 36600 110.71 8.2 2 41000[12.0] 15200[4.5] 1825[861] 76 58000[17.0] 36600[10.71 RGFG-127RCM? 1 34400(10.1] 13500[4.0] 56500(16.6] 14.5 11 1450[684] 76 39000[11.4] 3.65 21400 [6.31 2.55 57500[16.81 36200[10.6] 8.2 `- 1 2 41000 112.01 15400[4.5] 1800[849] 76 157500[16.8] 1 36200[10.6] 1 33700 [9.91 13800[4.0] 1400[661] 76 39000[11.4] 21400 [6.3] RGGE-097ZCM? 2 40900 112.01 15600[4.6] 56500[16.61 14.5 11 1775[838] 76 57500[16.81 3.65 36200[10.6] 2.55 57500[16.8] 36200[10.6] 8.2 1 33700 19.91 13800[4.0] 1 1400(661] 76 39000[11.4] 21400 [6.3] *. RGGE-109ZCM? 2 40400[11.81 15600[4.6] 56000[16.4] 14.5 11 1775[838] 76 57500[16.8] 3.6 36400[10.71 2.5 57500[16.8] 36400 110.71 8.2 061JEC RGGE-127RCM? 1 33500 [9.81 14000[4.1] 56500[16.6] 15 11.5 1375[649] 76 39000[11.41 3.75 21200 [6.21 2 6 57000[16.7] 35800[10.51 8.5 Ts< 2 40500[11.91 16000[4.7] 1750[826] 76 57000[16.7] 35800[10.5] RCFL-W6024 1 33800 [9.91 13800[4.0] 1400[661] 76 39000[11.4] 21400 [6.3] e RGJF-09?ZCM? 2 40500(11.91 15600[4.61 56500[16.61 14.5 11 1775[8381 76 57500[16.8] 3.65 36200[10.61 2.55 57500[16.8] 36200[10.6] 8.2 1 33600 [9.81 13800[4.0] 1400[661] 76 39000[11.41 21400 [6.3] RGJF-1 O?ZCM? 25 57500[16.8] 36400[10.71 8.2 2 40500[11.91 15600[4.6] 56000[16.41 14.5 11 1775[838] 76 57500[16.8] 3.6 36400 110.71 RGJF-127RCM? 1 33800 [9.91 14000[4.1] 56500[16.6] 15 11.5 1375[6491 76 39000[11.41 3.75 21200 [6.2] 2 6 57000[16.71 35800[10.5] 8.5 2 40500(11.91 16000 14.71 1750[826] 76 57000(16.71 35800[10.5] 1 32000 [9.41 15000[4.4] 1200[5661 76 38500[11.3] 20800 (6.1] RGLE-10?BRM? 2 39500[11.6] 17000[5.0] 56500[1. 15y5 12 1 (10 5 116.61 3.85 35000[10.3] 2 65 56500[16.6] 35000[10.3] 8.5 •76 66500 c RGLE-12?ARM? 1 32100 19.4] 14900[4.4] 56500116%]a 153 Z2 1:2515712,:7(P 38500[11.31 3.85 20800 [6.1] 2.65 56500[16.6] 35000(10.31 8.5 2 39500[11.6] 17000[5.0] •• 000 • 111175 •76 66500116.61 35000[10.31 RGTM-07?RBG? 1 33000 19.7] 14300[4.2] 56500 116.61 15 11.5 1325[6251 76 39000[11.41 3.75 21200 [6.21 2.6 57000[16.71 35600110.4] 8.5 ® 2 40000[11.7] 16400(4.8] 1675[7901 76 57000[16.7] 35600[10.4] 1 32000 [9.4] 15000[4.4] • • • 1.?6Q(566] •/ 900[11.31 21000 [6.21 v RGTM-09?RAJ? 56090 116.4] 15 11� 3.8 2.6 56500[16.61 35400[10.4] 8.5 m 2 39000(11.4] 17000[5.Oj •• • • 10([/551 7 500[16.6] 35400[10.4] A ROCA-07OE04 1 33400 [9.8] 13800[4.0] 55500[76.3] 14 11*5 4Qd[661] 800[11.6] 2 3 7 1800 [6.4] 255 57000[16.7] 35800110.5] 8.2 m n • 2 38500[11.3] 17000[5.0] 1600[755] 76 57000[16.7] 35800[10.5] z Z RCFL-H*6024+RXMD-CG6 Coil Only 1 32600 [9.6] 14300[4.2] 56500[�8!0] •14 41.5. 1325[625] 76 37800[11.1] 3 6 20200 I5•91 2 45 54500[16.01 33400 [9.81 8.2 m m 2 40000[11.7] 16400[4.81 • • • • 7 O] 76 54500[16.0] 33400 [9.8] a Highest sales volume tested combination required by DOE test procedures. ; ;•••; ••• • [ 1 Designates Metric Conversions ••• • • 0 ••• 0 0 ELECTQICAL AND PHYSICAL DATA LIPRL SERIES Electrical and Physical Data ELECTRICAL PHYSICAL Model Compressor Fan Motor Minimum Fuse or HACK Refrig. Number Phase Outdoor Coil Weight Frequency(Hz)Rated Load Locked Rotor Full Load Circuit Circuit Breaker Per UPRL- Voltage Volts Amperes Amperes Amperes Ampacity Minimum Maximum Face Area No. Circuli Net Shipping g ( ) (RLA) (LRA) (FLA) Amperes Amperes Amperes Sq.Ft.[m21 Rows CFM[L/s] Oz.[g] Lbs.[kg] Lbs.[kgl Rev.4/25/2012 025JEC 1-60-208/230 11.7/11.7 46 1 14/14 20/20 25/25 23 [2.14] 1 2800[1321] 160[4536] 234[106.1] 241 [106.1] 037JEC 1-60-208/230 15.3/15.3 83 2.8 22/22 30/30 35/35 23 [2.14] 1 3500[1652] 151 [4281] 231 [104.8] 244[104.8] 049JEC 1-60-208/230 21.2/21.2 104 2.2 29/29 35/35 45/45 22.22[2.06] 2 3500[1652] 260[7371] 296[134.3] 303[134.3] 061JEC 1-60-208/230 28.8/28.8 153 2.5 39/39 50/50 60/60 22.22[2.06] 2 3800[1793] 270[7654] 316[143.3] 323[143.3] NOTE:Factory Refrigerant Charge includes refrigerant for 15 feet of standard line set. [ ]Designates Metric Conversions 0000•• • • • 0000•• 0000•• 0000 0000•• • 0000•• � � • 0000 0000•• 0000 • • 0000 0000 0000• - 0000•• • • •• • 0000• •• •• • •• 000000 • 0000•• ' • 0 • • • • 0000•0 0000•• 'T 74 • b tli�l� 1 u� , 7 A iCol `k. .y. M t;�rKh i }y "� �,. w1' -�'. r 1 :IS ,ir Its .,; +t, a! 4• u:, �ss rif. �77 UNIT DIMENSIONS UPRL SERIES T AIR DISCHARGE ALLOW 60"[1524 mm]CLEARANCE W L ACCESS PANEL H 0 0000•• 1 AIR INLETS ALLOW 610 mm 24"[ : 0.0 0 0000•• (LOUVERS) ACCESS CLEARANCE •• 0 •0•• 0 0 ALLOW 12"[305 mm] LOWV9L0T*Xe 00000 0 • MIN.CLEARANCE •••••• 3 SIDES • 7/8"CON 2 MI 0 0 • • 00 0000 0 0 SERVICE • • 0 FITTINGS 0 • •000• Model Number Height"H" Length"L" Width"W" UPRL- (Inches)Imm] (Inches)[ •mml (Inches)[mm] 000000 • 025JEC/037JEC •• HIGH VOLTAGG 049JEC/061JEC 33[838] 443/8[1127] 311/2[800] 00® •0•:0;ONNE[]'11 AI • /32" MM11 • 0 • • p • ••000• [ ]Designates Metric Conversions 6 ® • l OEID0 o ��NNECTION SERVICE ACCESS VAPOR LINE 2�/s" 7DIA. TO ELECTRICAL& 3 mm CONNECTION ACCESSORY] VALVES ALLOW 24"[610 KNOCKOUTS CLEARANCE HIGH PRESSURE ONE SIDE CONTROL MANUAL RESET (FIELD INSTALLED ACCESSORY) REFRIQERANT LINE SIZE INFORMATION UPRL SERIES Heat Pump Refrigerant Line Size Information Liquid Line Size Standard Line Outdoor Unit Above or Below Indoor Coit Connection Llne O.D.Size Total Equivalent Length-Feet[m] (-)PRL Size (Inch O.D.) q 0 (Inch I.D.)[mm] [mm] 25[7.62] 50[15.24] 1 75[22.86] 1 100[30.481 1 125[38.10] 150145.721 Maximum Vertical Separation-Feet[m] 1/4° [6.35] 25[7.62] N/A N/A N/A N/A NIA -025 3/8 [9.53] 5/16° [7.93] 25[7.62] 36[10.97] 33[10.06] 28 [8.53] 22 [6.71] 16[4.88] 3/8• [9.52] 25[7.62] 41[12.50] 40[12.19] 39[11.89] 37[11.28] 36[10.97] 5/16° [7.93] 25[7.62] 22 [6.71] 9 [2.74] N/A N/A N/A -037 3/8 [9.53] 3/8° [9.52] 25[7.62] 39[11.89] 34[10.36] 30 [9.14] 25 [7.62] 21 [6.40] 1/2°[12.70] 25[7.62] 46[14.02] 45[13.72] 44[13.41] 43[13.11] 42[12.80] 5/16° [7.93] 25[7.62] 17 [5.18] N/A N/A N/A N/A -049 3/8 [9.53] 3/8" [9.52] 25[7.62] 47[14.33] 39[11.89] 31 [9.45] 23 [7.01] 16[4.88] 1/2"[12.70] 25[7.62] 50[15.24] 58[17.68] 56[17.07] 54[16.46] 53[16.15] -061 3/8 [9.53] 3/8• [9.52] 25[7.62] 18 [5.49] 11 [3.35] N/A N/A N/A 1/2"[12.70] 25[7.62] 29 [8.84] 27 [8.23] 26 [7.93] 7.62 23[7.01] NOTES:N/A=Application not recommended. *Standard line size. 000•0' ' • • • • 0000•• R-410A Suction Line Size '• • 0000 • System Line Size Line Size Outdoor Unit ABOVE Indoor Coll •••••• so*** • 0 0 0 Capacity Connection Size (Inch O.D.) Total Line Length-Feet[m] 0 0 0••• • Madel (Inch I.D.)[mm] Imm] •••• 25[7.62] 50115.241 1 75[22.86] 1 100[30.48] •tP9' 8.10] 1@.166 45.721 0 • 5/8"[15.88] Refer to Liquid Line Table for vertical SeparaliV 0 0000 040000 • -025 3/4 [19.05] 3/4"[19.05] Not allowed for any length • • ;'• 00 • ••• 7/8"[22.23] Not allowed for any length ' "0 5/8°[15.88] Refer to Liquid Line Table for vertical Sep;ratioR • 0• •••• -037 3/4 [19.05] 3/4°[19.05] Not allowed for any length 0 000000 • 7/8°[22.23] Not allowed for any length .• : • •.. 04 00 0• 5/8°[15.88] Refer to Liquid Line Table for vertical Separation •• -049 7/8 [22.22] 3/4°[19.05] Refer to Liquid Line Table for vertical Separation 7/8°[22.23] Refer to Liquid Line Table for vertical Separation 3/4°[19.05] Refer to Liquid Line Table for vertical Separation _ -061 7/8 [22.22] 7/8°[22.23] Refer to Liquid Line Table for vertical Separation 1-1/8"[28.58] Not allowed for any length NOTES:Using suction line larger than shown in chart will result in poor oil return and is not recommended.N/A=Application not recommended. *Standard line size. R-410A Suction Line Size System Line Size Line Size Outdoor Unit BELOW Indoor Coll Capacity Connection Size m] mm (Inch O.D.) mm Inch IDTotal Line Length-Feet[m] Model ( . .)[ ] I1 25[7.62] 50[15.24] 1 75[22.86] 1 100 130.48] 1 125[38.10] 150[45.72] 5/8°[15.88] Refer to Liquid Line Table for vertical Separation -025 3/4 [19.05] 3/4"[19.05] Refer to L.L table I Not allowed for any length 7/8"[22.23] Not allowed for any length 5/8"[15.88] Refer to Liquid Line Table for vertical Separation -037 3/4 [19.05] 3/4"[19.05] Not allowed for any length 7/8"[22.23] Not allowed for any length 5/8°[15.88] Refer to Liquid Line Table for vertical Separation -049 7/8 [22.22] 3/4°[19.05] Refer to Liquid Line Table for vertical Separation 7/8°[22.23] Refer to Liquid Line Table for vertical Separation 3/4°[19.05] Refer to Liquid Line Table for vertical Separation -061 7/8 [22.22] 71W[22.23] Refer to Liquid Line Table for vertical Separation 1-1/8°[28.58] Not allowed for any length NOTES:Using suction line larger than shown in chart will result in poor oil return and is not recommended.N/A=Application not recommended. *Standard line size. [ ]Designates Metric Conversions t kF'-'3x ly4�f f6 $ ..':'�' •8 .i 1 d y r�tvii 171 1 :.1I�,Isl�Ir, i I}: del 1A'11i'n �� S 2CR. LIMITED WARRANTY UPRL SERIES 0 • 0000•• • 0 • 000600 • • • •• • 0000 - • • •00 •• ••6• •0.0.6 • 06.0• • 0000 0000 • • 0000 0000 •••0• • 0000• • • • • 0 •• •• • •• •0.00• •0•••• • 0 0 0 • •000•0 0000•• • • • • • • • • ••000• 66 0 GENERAL TERMS OF LIMITED WARRANTY* Ruud will furnish a replacement for any part of this product Conditional Unit Replacement which fails in normal use and service within the applicable (Registration Required)...............................Ten(10)Years period stated,in accordance with the terms of the limited warranty. 'For complete details of the Limited and Conditional Warranties,including applicable terms and conditions,contact your local contractor or the Manufacturer for a copy of the product warranty certificate. 'IT: : '��j r��tx #t,ra�,,Y'. e �:; �'�fb�h�r ei r 4�� i� �FI<"T �y�3�'�f 1�S"� ✓�.�.�41i� .� f�,y4 1� '�d rf '�ut py+ �"'I ��`?: •••••• •••• •••••• • •••• •••• ••••• •• •• • •• •••••• •••i•• • • • • • • 0 • 0 •i•••• 00 0 .0 :0: 0 00 0 In keeping with its policy of continuous progress and product improvement,Ruud reserves the right to make changes without notice. Ruud Heating,Cooling&Water Heating • P.O.Box 17010 Ruud Canada • 125 Edgeware Road,Unit 1 Fort Smith,Arkansas 72917 • www.ruud.com Brampton,Ontario • L6Y OP5 PRINTED IN U.S.A 06/12 DC FORM NO.P22-798 9 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonom Exclusive Wood Doors,Inc. 1950 N.W.70th Ave. Miami,Florida 33126 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 0 • DESCRIPTION: Series KEWD" 0000..Outswing Opaque Wood Doors-L.M.Impact ; .•• •..... APPROVAL DOCUMENT:Drawing No.EXD 004 R6,titled"Outswing Opaque Wogd Dqo.",sheep 1 Urn 13 of 13 dated 11/17/10 and last revised on 06/25/14,prepared by CATEGORY 5 Engineering Se tims,Inc.,signed and. sealed by Emma T.Mellinger,P.E.,bearing the Miami-Dade County Product Control Rey ivies:tamp %44 the Notes'••0 of Acceptance number and expiration date by the Miami-Dade County Product Control Seet�ierr. •.... . 0000. 99:940 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0000.. .. .. . .. 00.0.0 Limitations: �� . 1. See double doors Standard Lock options(items#11, 12& 13)sheets 2 3&4 See mtdlti-ISo�rt loc%optipn(iten1:f f2, . 14& 15)in sheets 3&A. See Single door standard Lock option,multi-point lock option and additi�4 AM point 1vith surface bolts(items#11, 12& 16)in sheet.5. •• :0090: 2.See raised panel details in sheets 8,9& 10. 0••0 . 3.Five cluster anchors at double door astragal required(see elevation sheets 2,3&4).See strike screws note in sheet 12. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Santa Cruz,Bolivia and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,far sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#13-1224.09 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0413.11 qMW**"DAD'EC0Unmr Expiratlon Dater August 11,2021 Approval Date: August 06,2015 Page 1 a Exclusive Wood Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings(submitted under files#13-1224.09/#10-1220.02) 2. Drawing No.EXD 004 R6,titled"Outswing Opaque Wood Door",sheets 1 thru 13 of 13 dated 11/17/10 and last revised on 06/25/14,prepared by CATEGORY 5 Engineering Services,Inc.,signed and sealed by Emma T.Mellinger,P.E. B. TESTS(submitted under files#13-1224.09/910-1220.02) 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Large Missile impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Outswing Opaque Wood doors,prepared by Certified Testing Laboratories,Test Report No(s). CTLA 2016W,dated 11115110,signed&sealed by Ramesh Patel,P.E. (These test reports have been revised by an addendum letter dated April 02,2010,issued by Certified Testing Lab,signed&sealed by Ramesh Patel,P.E.Additionally revised raised panel detail marked-up by Certified Testing lab dated 06/23/11 has been provided) C. CALCULATIONS(submitted under files#13-1224.09) :•0 0:. 0000. 1. Anchor verification calculations,dated 12121/13,05/16/14,06/06/14 and lasfrdvised ou D61121141 .• prepared by CATEGORY 5 Engineering Services, Inc.,signed&sealed by-4rmma T.MeOnger,P,L:. 2. Glazing complies with ASTME-1300-02&04. '••••• • 0000 0000.. •0000 D. QUALITY ASSURANCE 000000 00000 • 1. Miami Dade department of Regulatory and Economic Resources(RER).-•... .. • 0000. E. MATERIAL CERTIFICATIONS '• 0' •• •••••• 0000.. • 1. - None. •. • 0000.. F. STATEMENTS(except item#1,all other items submitted under file# 13-1224.02) :•"'0 0000. 1. Statement letters of conformance to FBC 2014(51''Edition)and"No finahbia>•interQW',*beth dated • 03/30/15,signed&sealed by prepared by CATEGORY 5 Engineering Services,Inc.,signed and sealed ' by Emma T.Mellinger,F.E. 2. Statement letter of Successor Engineer adopting as her own the work of another Engineer per FAC chapter 61G15-27.001,dated 03/04/14,signed and sealed by Emma T.Mellinger,RE 3. Addendum letter dated 04/02/10,issued by Certified Testing Lab,signed by Ramesh Patel,P. E. 4. Statement of compliance,issued as part of the above referenced test report issued by Certified Testing Laboratories. 5. Distribution Agreement between Importadora y Exportadora Liguria SRL,Bolivia and Exclusive Wood Doors,USA,dated 04/02114,signed by Andres Pucci and Fernando Nisenbaum,respectively G. OTHER 1. This NOA revises NOA#13-1224.09,expiring 08/11/21. 2. Test proposal#09-1386 dated 11/19/09,approved by BCCO(submitted under files#13-1224.09/ #10-1220.02) 3. The 2-1/2 mid rail photographic evidence from test video and raised panel detail marked-up drawings dated 06/23/11,issued by Certified Testing. (submitted under files#13-1224.09/#10- 1220.02). Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0413.11 Expiration Date: August 11,2021 Approval Date: August 06,2015 E-1 s f3 Z •o GENERAL NOTES: INSTALLATION NOTES: TABLE OF CONTENTS 0 W SHEET REVISION SHEET DESCRIPTION a = v Q 1. The Product Shown Herein is Designed and 1. One(1)Installation Anchor Is Required at Each Anchor o2 Manufactured to Comply with the Florida Building Location Shown,Unless Otherwise Stated. 1 6 GENERAL and INSTALLATION NOTES fffit Code(F8C),including the High Velocity Hurricane 2 6 ELEVATIONS.ond ANCHOR LAYOUTS(1) Zone(HVHCJ and has been Tested and Evaluated in 2. The Anchor Spacing Depicted is the Maxirnum Spacing 3 6 ELEVATIONS aril ANCHOR LAYOUTS(2) Accordance with the Following Standards Permitted for Product Installation. E TAS 201-94 4 6 ELEVATIONS and ANCHOR LAYOUTS(3) a TAS 202-94 3. Anchors Shall be Installed as Shown in the Appropriate 5 6 ELEVATIONS and ANCHOR LAYOUTS(4) $ TAS 203-94 Anchor Layout Drawing(Sheets 2,3,4,and 5). Anchors 6 6 VERTICAL SECTIONS 2 a Shap be Located Either Beneath the Weatherstrip in the 0o 2. Adequacy of the Existing Structural Concrete, Thinner Part of the Jamb,or Through the Thicker Part of 7 6 HOR90WAL SECTIONS y Masonry,2"x PT Wood.or Metal Stud Framing as a the Jamb.Anchors Shall be Spaced a Minimum of 3"on B 6 DOOR PANEL SECTIONS Main Wind Force Resisting System Capable of Center. Withstanding and Transferring Applied Product 9 6 COMPONENTS and BILL OF MATERIALS - Loads to the Foundation is the Responsibility of the 4. For installation into 7'x PT Wood Buck use&14 WO 10 6 CORNER SECTIONS and PANEL DETAIL a g a Engineer or Architect of Record for the Project of Kwik-Flex Self-Drilling Screws of Sufficient Length to 11 6 LOCKING HARDWARE DETAILS(1) Y ill N lis d Installation. Achieve lYz"MTNmum Z .-Embedment into Wood Substrate, 12 6 LOCKING HARDWARE DETAILS{2) and/"MWmum Edge Distance In Wood. 3. 1"x and 2"x PT Wood Bucks(when used)Shall be 13 6 QUALIFIED PANEL CONFIGURATIONS OC Designed and Anchored to Property Transfer all 5. For Installation Through Properly Secured I"x PT Wood 0 Z W Loads to the Supporting Structure. Buds Design and Buck to Concrete or Masonry,or Directly into Concrete F., Installation is the Responsibility at the Engineer or or Masonry,use Ye"Diameter ELCO ULtroCon of Sufficlent G s"' a Architect of Record for the Project of Installation. DESIGN PRESSURE RATING rn '0 0 01 Length to Achieve 1 V"Minimum Embedment,and 2W In y r Z Minimum Edge Distance In Substrate. Design Pressure-All Sizes Missile impact Rating 0 W C 0 4.The installation Details Described Herein are Generic u- Z and May Not Reflect Actual Conditions fora W/Water Infiltration 0 1.. t^ •-' —1 Specific Site. If Site Conditions Cause Installation to 6. For Ah'�um M Ilion use#14 1-11111 Kwlk-Rex Seitn Required Large and Small 3 V 8 p a 0 Deviate From the Requirements Detailed Herein,a Dripkrg Screws of Sufficient Length to Achieve Mirdnwm +70 psf, -70 psf W/O Water Infiltration Missile Impact Rated W d 00 Licensed Engineer or Architect Shall Prepare Site Penetration of 3 Threads gond Meta!Structure,and Ys" R wired O W Specific Documents for Use with this Document In Minimum Edge Distance In Me a1. d O 6 Non-HVHZ Areas Only,All Such Documents Shap be Q N,1 3 Q LU ...1 Reviewed by the Authority Having Jurisdiction. 7. Minimum Embedment and Edge Distance Exclude Wap 0 "r > (' Q Finishes,such as Stucco,Foam,Brick Veneer,and Siding, 12 installation Anchor Capacities are Based on Substrate Materials with0 N •� 1 y 5. Deviation from This NOA within the HVHZ Requires etc, the Following Properties: N One-Time Approval from Miami-Dade County. Wood minimum specific gravity of 0.55. Z Z Z- 8. Installation Anchors and Associated Hardware Must be Concrete minimum compressive strength of 2.846 psi. Ty 6. An Approved Impact Protective System is NotMade of Corrosion Resistant Material or Have a Masonry conformance to ASTM C-90,Grade S or M. N (' ,y8 !#O Required to Protect this Product in Areas Requiring Corrosion Resistant Coating. net fc min=1,924 psi,and Grout Conforming to 1•- OL 5 O Impact Resistance. ASTM C476 with min rg=2000 psi. O . 9. For Grout Filled Block,Do Not Insiail Installation Anchors Steel min.yield strength of 33 ksi. 7. Allowable Materials for Door Frame and Panels: into Mortar Joints.Edge Distance is Measured From Free min.wap thickness of 60 mps.(16 go,or OA60 in.) Brazilian Mahogany tceomfto caterm ianya.nth.so--Om) Edge of Block or Edge of Mortar Joint into Face Shell of Aluminum Fraa0 thkkness of 0.125 in. Troptcal Walnut inbw awrewrsk aanse--oAw Block. min.wall Structural Mullion Only S. Designation"X"Stands for a Single Operable Panel. 10. Installation Anchors Shall be Inst In Ac dance Designation XX"Stands for a ruble Operable • • ALSubstrates Shap be Designed by Others to Adequately Transfer JUN 252014 With Manufacturersiru>Ta tiorflii t�iic�for� � *pp8ed Loads,and Shan fo Reviewed by the BUikfUtg Official. • • • s�suunnu�i Panel(One Active,the Other Inactive). Anchors Shall not be Used in Substrates WBQhyS Itr�eewgiFs• • • . ! q ManuLess taacturev nor in Sub murn S h Prslr i•i •• 9. Compliance with Egress Requirements of tisk Door 4� ii�Ofer • • • •• J rv; F 9�� Shap be Reviewed by the Authority Having Than the Minimums specified In Note 12 This Sheet. JIICPAET�� rs�0u�><Yv� No 50049 Jurisdiction. id�tlreFleelda acomestan.aasaa +* :* 10.Custom Sizes and Designs Outside the Scope of this 11. Hinges Each Hinge Shap be Installed with(4)#12 Wood M,1 641 •i c•& / !2z Y.o9 'o NOA aro Avapabte Re Screws from HFnge-to-Door 31#1�dbd ScrM fiom• • ••• c+vb+r f6 Otlt 9 S STATE OF by quest,and Must Follow the Hire 10-Frame,and(1)1 n chs horn�nsfe i ';O.c�' .ProceduresAalOutlined Above in Notes 4 and 5.as Embedment,Eddie Distant a. e"h App�roplfatA•• ••• • ••• :• ,,��S�ONA1 Xj2. 9 s ipod Ari Yp@ 0:0 • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • Max.Unit Width 74.50" Max.Unit width 74.50' R 2 Max Panel 4'50 ' s 14 Z fromQ Width 36.00' L Coin 6" 6' annffi ��6 B C 10 Ryp,) � 9 IXr'Max. V g s(h 1. 200'Max r- TT 13 from o a Max unit I See Surface Boll orKf Corner Height \ Flush Bolt Detaft Below tTYpd @� 122.00" 33.50 Cluster of P € @ \ Fiva G Max UMt ht Anchors i € F- Max Panel 7 7 22Hei901P When Instatedon Substrate Please See bnpodard - a 9 I I A Height Is Grout-Filled CMU, rruu 120.00" Anchors,Including Cluster Note on Sheet 12 W € INACTIVE ACTIVE Anchors Shall be Spaced Concemirrg Strike a ke g _ a Sr as No Closer Than 4'9/c. Plate Anchors N e) _-E D 35.00° H B 12.OD Max. Cluster of e(5) D•- ^ o/c(Typ.) Anchors 0 Z 0 Q \ C, 0 t; C }- im 5; j v � 31.50 41.25" InstaOation Anchor 0 c LL H O (seelnstosation 0 F Z Q� \ // 35.75" Notes L_j AppBco*Sections W Q 3.00 on Sheets 6 and 7) 11116. 0 12.50 � Tom' � :Eg m a OC PRonucrrtms" Q W 3 a 0 �_ m s W = �j �/ 0 > i J U o ELEVATION 10 ANCHOR LAYOUT ` - Zgz W Q EXTERIOR VIEW(XX) ty STANDARD LOCK OPTION i•dse Conal N � 0. �j F 0 y 4 ELEVATION o :5 Inactive Active Inactive EXTEtIt MULTI-POIIOR NT OCK OPTION ON I rA1 Please Seo Important 13 13 i I See Details on Sheet I I Note an Street 12 122"Max. SSS �i��id`-•��• Plate AnchConceralnors 1 I j 11 14 15 IncludingShootBolt JUN 2 6 2014 • • • ��siunargr • • • 12 �`��t.MEtutip�i DOUBLE OUTSWING DOOR. • •• • • • •• •• R ��`�`��• �c�roF:cc�9�� Square lop Panel Configuration Shown. I.W'Bolf Fngogemen♦' ••• •• • • • •• elf ►uCrlasrD� ; No 50049 • Other Allowed Configurations are Shown Into Frame CUT-AWAY rz o.rrsr on Sheet 13. I *� )22 .01 o • Ether Right-Hand or Left-HandACtive SURFACE BOLT DET/AIL...FLUSH BQLT DUAV.. I > =0 STATE OF we Panel. • • ♦♦ • haclive= Active O'• ,• •�: Located at Top and Bottom ot► • Locoed aiTop and Battor�of • II •••"l • OUtswing Only. Eac Active and Slag k=ftvotPonee Panel i i• • DSI hibctive ng(c*S Edge] :• t�74 5"Max--� �,�'iSION A t- o spnter� ��,, 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y Z•a tit.Unit Width 74.50 456'Max Z Max Unit Width 7450" 0- o Max Panel from �$ p Width 36.W Corner 6• 61 t B C f Typ.) 9.00 max- 4-4 I F 11 6 6 o%f1m.) S o 7.50" IO 2.00'Max. (� S ('7 19 from Comer o Il $ a all SeeSurfaceBolt cfl and Rte') Cluster Five 151 of ��, / Flush Soft Detals Sheet 2 S Max Unit Anchors Height Max Urdt Q m A Et 122.00" For G Haight When frrstole8on Substrate 7 7 122OD Please See Important Is Grout-tilled CMU. Past 2 s c Anchors,Inchrdhrg Cluster Nate on Sheet 12 a Max.Panel Anchors Shol be Spaced Concerning Strike Haight INACTIVE ACTIVE No Closer Than r o/c. Plate Anchors 120.00" H 35.W B 12.W'Mmc. Cluster!of O Z N o/c gyp.) Anchors 0 1 ~ a N o � o � 31 50" 13 41.25" Instaflation Anchor OC — C� N O Votes d ayaftorr 3 V 8 Ea Z mi 35.75' able Sections LU a C, ° O B \ 3.00' on Sheets 6 and 7) = Cd O > - : C1 C O RYN.) 12.50" I � O 2 m � W = R 10 11 6 O N ^ Z N i W ELEVATION 6 to ANCHOR LAYOUT $ LU ` Q a y�� Sg O EXTERIOR VIEW(XX) O _ u STANDARD LOCK OPTION 122"Max. 14 1 S Please See Important Note on Sheet 12 �"r r6rAr ProQ•e�, ••• Cynco In"""0•• JUIN 2 b 2014 • •: ?latl ggyhV{s • ,v%% 1'.PME14�,—N� DOUBLE OUTSWING DOOR. tQ • • ••• • o`� '`�•q;s.!�t,,�.,� • Square-TOP Panel Configuration Shown. • • • • • • • `.vl.: F., 9•. • Other Allowed Configurations are Shown • •' Q•ELEVATIL7N t+K''"W No 6004e $ on Sheet 13. '2 �„ "w�' ' a*: ;* • Either Right-Hand or Left-Hand Active EXTERIOR VIEW A• tv OS • Panel. •• MyLTI-POINT OC OPTION et�'d0•�+ ¢_ • OutSW O Iive ctive • •Sem Details oY Sh•�t`f 1• . ,9 Only. I • • �cl d1 SRoot Gbit ''�O�F`' O R 19 p:`ate I�i�i�5• �• i :' IFng4g+en i• ��'��i`r/ONAL E�`C?`�, • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1^ , Max Unit width 74M' Max.unit Width 7459' ZZ - Max.Panel a s • z 11 Width 36C Atb 3" —_\3* �� x 0 - 9.00'Mmc. iilg o/c(TYP•t y b E g See Surface Bolt and h Bolt Max.Unit � � Detailils SSheet 2 Cluster ofHei �ght 00' �/ H Max.Unit Five Ancihors C Height 5 � 122.00" When ImtaBotlon Substrate 3.00' 310 b Grout-FBled CMU, (Typ.) INACTIVE ACTIVE Max,Panel 12.00"Max. Mchors,Including Cluster 31.50HeightD F_' G 120.W' o/c(Typ.) No closer Than 4"anchors Shall be a//c.ed Please See Imporlard ad 5 7 7 Note on Sheet 12 0 ~ � Concerning Strike Z \ Mate Anehon Q y N C N oHj C :3 Cluster of 0UIWJ -G .- y O 31.50" 41.25" Five(5) 0 Id = Z \ / Anchors $ u 00 p 35.75' 2.00"Max. Instsfallatan Anchor LyL I O Isee Instaffatfon from Notes and d > Q 12.50" F Comer Applicable Sections Q W 3 Q ' O (Tte') on Sheets 6 and 7) O _j i � NK U Wz 112 S 3 Q LU ELEVATION 10 ANCHOR LAYOUT 0 �a. y�a�.s80. EXTERIOR VIEW(XX) anloopucr 0 •+z114dds 122"Max. 14 15 Please See Important Note on Sheet 12 g Isla Concemtng Strike M..0 JUN 2 6 2014 • • • PIW��6ors� •• ,`gsutnshp 12 • DOUBLE OUTSWING DOOR. •• . • • • • �o`' s Mett14,, • Round Top Panels Configuration Shown. • ,,ss`f }, �� tt77 • Other Allowed Configurations are Shown rs �LC V•A'1 I VI V � No 50049 on Sheet 13. 13 Iz2Sl.OS *' . • Either Right-Hand or Left-Hand Active EXTERIOR LICK(XX) MULTI-pDINT LOCK OPTION . Panel. Inactty� e ••l�01561aiis 02Avefh:b ��:•� TATE OF :�+a • Outsvii Only. I • IQcltltlin�Q SMoaM Boli• '.T�-'• )RIR --�a. t�74 ihAax�►I i • • �9p9e��t i• VN ••• • • • • ••• • • ••• • • • ••• • • C; Mm Unit Max Unit �+.1A) a R Z z Width 37.75 Wdth 36W 4S0 Max. Width 37.75' Ft z Z from See Surface Boll Comer _ L !2t s 16 Detail Below l l B C 10 (Typ,) 9.00"Max 51 p 6 6 o/c(TYp•) g g r 7.50' rc(ftloy--P�) Lo Max UnitHeight122.06' \ 33.50" Max unit WhenInstallationrou Substrate Is Grout-Filled CMU. Mox�hrrel a Fv, G Height Anchor&•Including Cluster z 120.°0 7 7 7 122W Anchors Shall be Spaced m il 3 No Closer Than C o/c. ACTIVE gam' S a Please See bnpadant 35.W' Mole an Sheet 12j . 12.00 Max Concerning SMko o/c(fyp.) Plate Anchors W F 0 z 12 / tl Otrttl Vf2pp 0 h N C 41.25" 31.50" buldlotion Anchor •kA"~ zka"s s 36.75 / (see Installation ►aPlaass 0 � w h AD a Sections `` 3 0 Z 3.00 on Sheets 6 and 7) -�•- 0 Rasa W Q g Q 12.50. O. O Q 02 $ ; ' oe 11 A Q W 3 Q 0 AL t ELEVATION K '0 ANCHOR LAYOUT 0 � 5� W U EXTERIOR VIEW(X) 10 1.00 Bolt Intoagement 1 t 0 ! — Z Q vi au 'a ti�18 Sip tl � Q a p .7 V � Please See Important lgeaseSeelmport-a SINGLE DOOR 0 �. Note on Sheol 12 Noleonshee►12 SURFACE BOLT DETAIL Concerning Strike Concerning Stoke 12Y Max I Plots Anchor 12T Max Plate Arrefron 15 16 Located of Top arxt Bottom of Active Panel Ilnterlor skfe of Foney JURE �5 2014 Q ELEVATION•• ••: : •• : <@ELEVATION ..►'""ill%0, SINGLE OUTSWING DOOR. • •• • • •p` 1. MELL/ ��i • Single Square-Top PanelContigurafbn 12 EXTERIOR VIEW(X) • •• • • • DMIORVIEW JX) •OtsP••�Ery•••q'lD��, Shown. MULTI-POINT LOCK OPTIQV A: • • • MULTIPOINT LOCK OPTION B: r 5-POINT LOCK ••• •• a • •• 3-POINT LOCK r+asDUCrkl VIW No 50049 • Other AAowed COnfiguraHons ore See Details on Street 11 rs with SURFACE BOLTS •s srllsOrtp(byy tl :*r Shown on Sheet 13. rs • Bther Right-Hand or Left-Nand. trrcluding Shoot Boli i 1 See DetaAs on Sheet 11 maw _2 •�y:a • Outswing Orgy. Bh9aee'r:+t•• • • •• s ••• :O' STATE OF ID --437.7W Max $mss�+ ••i • • • y� Mac�—� .• ^ ri%. .,��,��s ONA4ll ?�`?,, ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • . . . . . . . . . ^ Caulk Behveen Y'Mb*nwn By Others FT Wood Buck by Others #14 HUN Kwlk Flex Seff-ToppIng ;M 7 Screw Instalkiflon Anchor Cl ' 2X Wood Buck BY Others(see General We 3,Sheet 1) By Others EmIxdarent Shim space 8. #14 HIM Kw1k Flex Self-Tapping Steel Stud FrOM1110 By Others 1,0 Edge;70J (SeekwalaflonNote6M) Screw Indollodlon Anchor (D)and Gen.Note Z Sheet 1) Perimeter Caulk 1"Bolt Sheathing By Others 3 Threads Mh Penetration By Others 3 Engagement Exleft Finish By Others Perimeter Caulk Shim Space Max. By Othwers Height INTERIOR Door Panel and Hordwrare Omitted for 122.00' E)GERICIR Clarify(See Verfical Section B on This Sheet for AppOcable Delahl M"3 10 See Panel Detail CI 4a �! 0 fSheet 10) rC,\ VERTICAL SECTION 93 ;; tj HEAD-STEEL STUD FRAME SHOWN 0 UA r- Panel HEAD-2'X OD BUCK SHOWN 12D.00- 2/?2"MWmurn Edge '0' SHOWN hot See Panel De (Sh-t 101 DMbnce,in Concrete CY :E See Panel Detoll Caulk Between Installation 0 ;; > PY Wood Buck by Others LO) a > Concrete/Masonry lvrmwmum By Others Embedment LU 41 rMaximurn Door EXTERIOR. Ix Wood Buck By Others F Shim Space $4 Height !NNTERIOR (see General Note 3.Sheet 1) t 11 Bolt Perimeter Caulk Door Panel and Herdware Ornflled for 7 Engagement By Others Clarity(See Vertical Seclion B on This AF Sheet for Applicable Defults) ffi4 EXTERIOR. WWRIOR YIMCM M'AC;AA!SEMQR "11111111111"f By Others A% Embeiment ..;p;0 No 50049 Others A Installation Anchor s \-6 SILL-CONCREIE SHOWN in- -0 J11111511%, °°°° ° ° ° ~ °°° ° ° ° ° ° &Moaanwn v J z•o Sidra Space >4 s4 s 0 ac �ELCO"UltraCon' ItataGOMOchor I%,"Mbftum Embecknent �� LLa z fWMINIMUM rr Embedment Q i VVS e2 Ya"MoxfmumSh6ne ::?::;•;� .• Concrete/Grout RBed '- o 3 S1 INTERIOR INTERIOR 3 MosomybyOthers I r T x Wood b1F/romeg hrs I•k Wood Buck by Others (see General Note 3, c g 8 1 See Panel Detail 10 1 U v Sheet 1) a 914 HBII Kwik Flex SeH•Tapphlg (Sheet 10) e I Caulk Between Concrete/ Screw Instalkdion Anchor Grout Fined Masonry 51'x u g nx r 4. .. Pr wood Buck by Others pM m ' p �"Mtrn6nurn v v °Edge Distance a e Shoottdrsg by bihers 1Q See Panel Detall Exterior Finish z Exterior Finish ; .; ;:: 9 EXTERIOR (Sheet 10) EXTERIOR 9 By Others by Others Perimeter Caulk IH y By Others 07- Perimeter ZPerimeter Caulk Y"MkftumMax.Frame Width 74.50 Max Frame Width 74.50" 0 N N 0 by OHrers Distance F HORIZONTAL SECTION G " ~ �� HORIZONTAL SECTION n: � W JAMB 7 JAMB - O 11-- id� 3: UW y 7'X PT WOOD FRAMING SHOWN 1'x PT WOOD BUCK and CONCREIE/MASONRY SHOWN Q O O Q O & eZ nbedment ; > Y4"Ma*num Sl*n Space 0�.. J N .ac U 3 INTERIOR O w n 12 Il 12 13 Z * , z = T x wood Fram6rrsg ,� UA(3 P� A� �. by Others F$N•. qh 914 HIM KwOc Flex Self-Tapping 1 See Pone)Detad IROpUCf Revl�o Q J J O,L5 ` Screw Installation Anchor (Sheet IO) ' Sheathin JUN 2 6 2014 byOfhers 10 •• ••• • • • e • •• ' '•:�:':'.•:�:�:• • • • • • • • • • 1`,111111111///j� FxfertoFtrsh_ ,,- EXTERIOR • • • • • �� (, Mt i�� • •• • • • • ••• • �, 5) NQ i byOlhen • • • • • • • • • `,`�1 ,:b�GEN`4F'•�9'�i •• 000 •• • • • •• H0(fyryp� No 60048 PerimeterCoulk y."MWM— j Max Frame Width 37.75' � •#��Illllil Z* f by Others Edge Distance www 2 :•e t * ;a ••• BeM 'A STATE OF t(4 �01 HORIZONTAL SECTION .• ••• ••• •. • %n�• . 'mac SINGLE DOOR X JAMB at LOCK STILE • • • • • • • • • y,�•., �•,�. T X FT WOOD FRAMING SHOWN ••• •• • ••• ••• ••• •• '••��S�pNa�� G�,,• or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z.O z a 0 11 6 8 it 1213 ^S ]ago.X 1.50" INTERIOR See Pone!Detail L7 -51Y O E Brad Nails&Adhesive (Sheet 10) 10 See Poral DetaB .�y $ ° 10 1 �� (Sheet 10) U$ 100co A`- \ J� Min 1.750 Min iuHkk INACTIVE ACTNE EXTERIOR 2500" INTERIOR See Panel EXTERIOR 5 • a Detail(Sheet 10) See Pone!beta& ? a a $ a 10 (Sheaf 10) o Z F H HORIZONTAL SECTION c y N O 8 ASTRAGAL p VERTICAL SECTION G pi d A V W C 8 MDRAfL O ii W RAISED PANEL ObUCP 3: V g p a Ilfn f4f>aW au = A. 'O Z ► .a,n��i a g 3 a Q ls. lyrmklrnum .eec ew 0 � O m� 0 Embedment Yr MaxBrrufn Shlm Space C O N 3 Z G c z 7x wood Frandng INTERIOR See Panel 11 8 W O by Others Detail 1(S 10 heet 10) O 8 10 , S OQ 1 5 INTERIOR O #14 HIBI Kwik Flex Sao-Tapping Screw Insfoikdton Anchor / JUN 252014 by Others the by • • ♦ EXTERIOR •• ••• • • • • • • rs ee Panel ••i =qn I • • ,,,, ss ] ��,, ,, 6derbrFtrdsh,� ;:;:; ;:;::: 9 15 Detail 1(Sheet 10) •• •i $ta:1 t l • • ��J r v�GENSF;V'��i�, rirMgefl� by Others No 50048•• ••• •e • • • •• �` y Perimeter Caulk 4-mini rim 22 .p5 R* * •'* by Others EdgeDtstance HORIZONTAL SECTION e "' % 8 RAISED PANEL/lADSVL µNACiIVE PANEL) i ••• e•• •:• y"* STATE OF # *00 ••i i• • ••• i•i • i•i :• IYALsE e•• • • • • •t• • • • • • • • • • • • • • •• •• • • • •• •• z� BILL OF MATERIALS 1 RAISED PANEL a z y a RMahogany with Plywood Core NO. EM DESCRIPTION MATERIAL See Note) MANUFACTURER (See PanelDetall 1.Sheet 10) 1 PANEL RAIL/STILE Mahogany Exclusive wood Doors 3 HEAD&JAMB Mahogany Exclusive Wood Doors 2.250" r_ 4 SILL(3-PIECE) Mahogany and Al 6063-T5 Exclusive wood Doors L� o a o` 5 MIDRAIL/MIDSTILE Mahogany Exclusive wood Doors0.62517 $ Jill 6 ASTRAGAL Mahogany FxclusiveWood DoorsT-I I-- 0.625 �T 7 DOOR SWEEP Polyurethane Afco 0500 1 SURFACE BOLTS „ al Stainless Steel Z 8 COMPRESSION WEATHERSTRIP Urethane Foam Q-Lon b 9 4�"x 4Y'BUTT HINGE 12 ga.Steel Penrod NOTE: M"MohogaW To be one of the Side View 2 g g 10 RAISED PANEL Mahogany with Plywood Core Exckaive Wood Doors Following Materbls: a a S S a 1.Mara Macho(cedreinga secureddwwil12108 < 11 SURFACE BOLTS W/STRIKE PLATE Stainless Steel Deltono cafeneaforn*): x ly.Wood Screws 12 ENTRY LATCH&DEADBOLT Hardened Steel Kwlkset s g.=0.55:Emtn=1.441 ksi: of r MOR=9.865 psi. w 6.000 13 INACTIVE STILE FLUSH BOLTS Hardened Steel Penrod 2.Tropical Walnut(cadniana esfrellensGs); 0 Z 14 TWO-POINT LOCK For INACTIVE STILE Hardened Steel TrIlennium s.g.x.68:Emin=1.520 ksi: F N C 15 FIVE-PT LOCK FOR ACTIVE STILE Hardened Steel Trilennlum MOR=12032 ' 12}laza xBolts lyL y Data Referenced from CADErOR AN s.g. (rex ed old G N V Q 16 THREE-PT LOCK For SINGLE DOOR Hardened Steel Tdlennium data given at 12%moisture content. P4xledli �O -' Fy„ W 0.250" 3 p F W Q Face View W Qp Z X OHEAD AND JAMB O SILL(3 PIECES) O MIDRAIL/MIDSTILE O PANEL RAIL/STILE �•- --Ld : io &- U. 3 Mahogany 4 Mahogany/AI 6063 75 5 Mahogany Mahogany 2.OW" 0,7w QW 3 Q (�— 4562" ----{ S g Min.2-W 1 J50' �_ -� N 3 U 0 720 I I I Surface Bol Strike Plate Z ` z T 1220 i S00 �L/11Lr� N •--�- 0.546` F-- 3.000' � 0.7W1-� � a a� Sb00 Q QQ OCOMPRESSION WEATHERSTRIP b.000 22.00(r � O 3 � moo 8 Urethane Foam BUTT HINGE O ASTRAGAL 0.666` 0.550 12 ga Steel Mahogany - �— 4.50. _.I 1.750' 1 t JUN 2 6 2014 O DOOR SWEEP dner �_— 2.W ( ••• 000 • OOO 331` • • • • • •••� he ib wp�sssuEunA1iSPolyurethane O i•i ,, 1J50 ra"MrF,9 ••• No 60048• ' SEE SHEETS 11 AND 12 FOR ITEMS 13-16 0.62s`_ �i • ••• q�yx• � y�:, STATE ••• OF .ltr� • • • • Alt R �, • • • hadarr ��i lCS OS 6� • •• • • • • • • • • • ��rrSIONA;E,isO • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d a gX d (3)#8 x 2.50 ° 3 EXTERIOR g P.F.H.Screw (2)5/8`x 5' 6- 9$a Wood Dowels TITEBOND B 8 r 3 Wood Glue o ( x INTERIOR z o Woodod Dowels CORNER SECTION m RECTANGULAR FRAME TOP ASSEMBLY^ (2)5/g^x5^ TfTEBONDII CORNER SECTION 8 Wood Dowels Wood Glue - (3)#8 x 250 CURVED PANEL TOP ASSEMBLY,TYP. P.F.H.$crew INTERIOR o INTERIORne Oz c � N ran N 4 d og ` LL O U zp`^•— wood Dowels ' 3 O 'mo'ww EXTERIOR Corrugatedaples W Q 0 W v EXTERIOR o �' $ N Z ° od Glue 02"T 0 OC ° �r(2) a3 � W_CORNER SECTION �j CORNER SECTION �C0FRAME BOTTOM ASSEMBLY TOP/BOTTOM PANEL ASSEMBLY,TYP. EXTERIZ 4 pZo U lu T.7rOA.Raised Panel CORNER SECTIONConsisa u o 5/8''Mahogany CURVED FRAME TOP ASSEMBLY,TYP. O 10 I/2"Plywood 5/8"Mahogany EXTERIOR r� \�� INTERIOR r I I JUN 2 6 2014 I{ 5/8' .. ... . . . . . .. 'Spu,um, ,i 00 AW. 0.50 \ •• 000 •otdommotil+tles t7eiWICT MYYgIQD No 50048 0.50 rwrfMNelbrN► =yt PANEL DETAIL - • ••• ••• .icP� LWImMD�1t p�� STATE OF OPAQUE RAISED PANEL • f • • f �. A' OPAQUE •• • • • ••• • • • • �'h`S/ONA.��+`+ • •f • • • • • • •• • or • • • • f•• • • • • • • • • • • • • • •• f• • • • •• •• ••• • • • ••• • • V4' d ITEM 13 ' 7'x wood Buck by others _.+ R Z'o (see General Note 3 Sheet 11 s r,. ri F.CUm opaxl BT, Perimeter Caulk @ 14 HAtI Kwik Rex a Q a u—sv"o"«Inst sme w BACK VIEW By Others Self-Tapping Screw 81 J d 2 $001"8b"NmnW�e'°a Installation Anchor W �_ moTA3ikspnaEroa I 1"InhlOMbed H • 1"Bolt _ _ .— sukFACESOas Engagement ' ffft ED In wood) Q SIDE VIEW Sh&-n space FACE VIEW Shoot Bolt Pocket L )Mortised into Buck or n Substrate as Necessary) - ITEM 14 REM\J ITEM i b I"x?Y4"x 0.06' 8 3 S S S Shoot Bolt Strike Plate ^' TRILENNIUMS TRILENNIUM® TRILENNIUM® 1 or Model 3o Two-Pdd look Moet WWRvofdMLoek Arode13 MRvee-Pdnt lock Shoot Bolt with l"Throw toroarbleDoor•efive$Me MULTI-POINT HARDWARE O Z LLU IG for Double ooa ACmas� for sbrgte door SHOOT BOLT DETAIL 1"Wide Face Plate InstaRationintoTxBuck and g 4( N 3 Concrete Shown.Other Substrates y and Appropriate Instdblion Anchors 0 ti i 1-Throw p,Throw I Shall APph'Also. Q C LL y Shoot Bolt Shoot Bolt I !3 Please See Important too _ Note on Sheet 12 d I"Wide Face Plate Concerning Strike O oQ Plate Anchors Q — 3 Q Z Keeper I'Thow 1"Thow W Dead fiat Dead Bolt Shoot Bolt with I"Throw a- -+ m U 1"x2Y"x0.06" 1 t» S Shoot Bolt Strike Plate 4 Z :2 �z Shoot Solt Pocket(Mortised 8 9 � � AV, S&b Into Substrate as Necessary) to o g04 1"Thow ! A Dead Boll 1"BOIL °' J JUN 2 6 2014 1"Thow Engagement •� '!• ' ••a .'• 4'•. • . �kuu�n�4 Dead Bolt • •n •< • :•;r •. a `��s hfs 2 • •. •.•�• • • • • • OpaT�P AAE{.JH�,,,� Keeper 1..Thow i3 Perimeter Caulk by Others • •i i i i • • • �� (YB�.• Dead Bolt •• 41,4040 • • • • •• rRope�kvvv" D y f smwtM/Ie�Qa J No 60049 ' Concrete/Masonry by Others1Cede _ �rqW► ,pq or 1-Throw 1"Throw Dead Bolt Irsstotatbn AACtAeI •• •qqs - +�• 9�: STATE OF S�4rZ 4Shoot bon Shoot Bolt 70 • • • O p 1 �.• �• Y, I1 "mi�err�edYi• • .. .�o'•, ,< pP,J`�.�. mbr E0 • cr:.) • i • • • • i• ,�� S��NA� 40 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15I•eadbal-3L000Wnr) 2.25U' ' FS Z_ LO z 1.938" 0.438" a R d• 1s (31e> �-- 3000 _'1 1.125 ISI-otb01 14 15 (sheel)un) 0 O-7W' V w INTERIOR Hlmamel be Pon" Hmdlmet JAeMe Paneq ® —T ® ® 0.625" 2.000 $ th l0 1 1 a' Yell SURFACE BOLT STRIKE PLATE SHOOTBOLT STR TE S p N� 1'750 Exploded View Face View E IMPORTANT NOTE CONCERNING STRIKE PLATE yf INACT VE ACTfVE INSTALLATION C r $ DEADBOLT STRIKE PLATE 3 S S )p At Each Frame-Mounted Strike Plate,whether al the Head,the SIL �+ „ Face View or the Lock Jamb for a Single Door,at Least ONE INSTALLATION ANCHOR,of the Some Ske and Type as Used to Anchor the from a EXTERIOR Shall Also Secure the Strike PksTe,Through the Frame and Embed See Panel Detail 3.563 0.9691, the Required Distance No the Substrate Beneath, (Sheet 10) 0.438" in the Case of concrete or Masomy Subdrate,ONE Such Anchor Shall be So Employed. i– Uj HORIZONTAL SECTION r in the Case of Wood or Metal Subsbale,IWO Such Anchors Shan be O z ® ®❑ ® 0.625' So Employed. 04 N N a MULTI PONT LOCK OPTION These Anchors May be In Addllkm to Those Caved-out for Frame in kntatlation,a.in Cases where Spacing Considerations Allow, y DOUBLE SHOOTBOLT STRIKE PLATE Intim o be the Some Anchors as Those Cailedcut for Frame O OsuL Face View o = Q Remaining Strike Plate Screw Holes Shalt be Filled with M8 su Q 1 ice+ x 3/4 FHWS to Secure Strike Plates to Jambs. = Y.1 V j z 0 a 6 );"Mo*nt nr Shim Space d '� m s Y O 3 Y<'MoxNnum shim Space �{ 3 U O O — u3 1t Z_ LU g z 0 B INTERIOR B INTERIOR 9 `;4 O See Panel Deta9 See Panel Deta1T a S O H,dleset (Sheet 10) Hand[m] (Sheet 10) "OnKruvow O 1 1wWt7•Flaib O X00 allo r0 1 •// kLtoaud XXN •• :•• . • • •• JUN 262614 Shoot Bolt Pocke • • • • • • ,O�psr uaq asrsry�,i 15(swotboit-2 oco9oru1 10 ShoolBoltPocket • • • • • • • • �` S• L(/ ii Substrate a5ed lrnNecess o kick or (Mortised filo Buck or •• •• • 000 i•i •• .`�,ir}S�'��G E NSFOs.F9''. Necessary) 15 f56&epmte-3lo Wns) EXTERIOR Substrate asNecessay) 16 tstfcepwle-3Lc,,9,m) FE I� 15(eaaws-3Loco" 16 taeadbwl-3L*cdmn) •• • • o •• M� No booa9 p HORIZONTAL SECTION Q HORIZ fITAd.-SECi'tQN. ••• •�• �!a '1;�Y;1d.'/ =p1 STATE OF �u SINGLESee D�etaA O SheeMULTIPOINT Installafb LOCK ON A SINGLEqv aH ieetrjT L tr�Kidlalipn•� i • i i i• ,,0,'�.SS O.p E `��,• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ■ ■ oil11111 I I 40MMMrt ■ Nam MWO mmollimmo 11mmoul IMM- SEE MIN SEE MIM ■ � � !� ! !1. INS Elm— Ill - ■_ rao ■ � I s ��1 �•� � �� ..-� �1 � .—� �� I� � ••-t .—tel �-�. � mom mmi MMM MMM Sol • _ MMM MMM � � � S I ; � M 111111 If ■ mmi ■iMMiIll Ill MMI 000 MMI ME IMM11 MINE moo MOM ■I■ ■I■ IllllElm . ■ ■■ . ■ ■ 'I' ■ ■ Eli ■ • II11l � . r M Ill lll � ' � ■I■ ■I■ Illll Kim i : MI ■i III■ � � IME MEN IMMI ■ � .. � � `a .. _ Nam aim MOM / ' � �I� �� 111 111 ��■ � - ,-nom 70M Iqj HOME a I'lln 13 • �>- � � .Yilr liri � � � • ■l� a � M1AM11. DE NfIAMI-DADECOUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTilIENT OF REGULATORY AND ECONOIIIIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADWMIGSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NON www.mlamldaae.aov/economy JB Garage Door,Inc. 12195 NW 981`Avenue Hialeah Gardens,FL 33018 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ): This NOA shalt not be valid after the expiration date stated below.The Miami-Dade County Product Contre f kg§gn On Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right VIpve thts product or ••••;• material tested for quality assurance purposes. If this product or material fails to perform in%adbepted tt W ter, the •• manufacturer will incur the expense of such testing and the AHJ may immediately revolve,mdtllty;bt'suspend tWuse of •••••• such product or material within their jurisdiction. RER reserves the right to revoke this acc!'lMdde*,if it is detbrmined ;•••• by Miami-Dade County Product Control Section that this product or material fails to meeflhVWquirernL'l Wqf the • • 0000. applicable 0000 0000 a but ding code. • • This product is approved as described herein, and has leen designed to comply with thee•> &Ida 1348yng•Code, 00 .. . .. 0000.. including the High Velocity Hurricane Zone. • 000.. DESCRIPTION:Models 724/720 Steel Sectional Garage Door up to 10'-4"Wid@ x028°J3igh(D - 60.0, ••••;• -67.0PSF) •0000• APPROVAL DOCUMENT:Drawing No.95-17,titled"Steel Overhead Garage DocV,ddted 04/2%IV5, • ,vith last revision I dated 07/21/2014,sheets 1 through 5 o€5,prepared by Al-Farooq Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,•manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface o 4XA,nel. LIMITATION:This door has not been tested for air infiltration. RENEWAL of this NOA shall be considered after a-renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date maybe displayed in advertising literature: If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0113.04 and consists of this page 1 and evidence pages E-1 and E-2,as%veli as approval document mentioned above. The submitted documentation was reviewed by Carlos M:Utrera,P.E. NOA No.14-1014.07 tataattt�aataeountry Explration Date:April 4,2016 Approval Date:December 24,2014 /( Page 1 tit 7,115 r JB Garage Door,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.95-17,titled"Steel Overhead Garage Door",dated 04/20/1995,with last revision I dated 07/21/2014,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0212.10" 1. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door is•1�ur�.", prepared by Hurricane Engineering&Testing Inc,Report No.HETX08-T1S0,dated ••••;• 6666 12/23/2008,signed and sealed by Candido F. Font,P.E. 6 6 666666 6666 666666 666:6. "Submitted under NOA #06-0705.09" 6 6 6 6 6 6 2. Test report on Uniform Static Air Pressure Test per FBC,TAS�•6•&�or��1�S'• 0000 6 6 6 6 • 6. 666 Resistance Test per SFBC,Section 3603.2 of Series 724 Garage6Aaorl prepuried h 6 6 0 6.• Hurricane Engineering&Testing Inc.,Report No. HETI-05-1494,tinted 11/1005, ••••;• signed and sealed by Rafael E.Droz-Seda,P.E. :00:9: • 3. Test report on Large Missile Impact Test per FBC,TAS 201 anj Cyg11c Wjd••:• :00": Pressure Test per FBC,TAS 203 of Series 724 Garage Door,prepafed by Hurricane :"'• Engineering&Testing Inc.,Report No.HETI-05-1495,dated 12/16/2005,signeJ and sealed by Rafael E.Droz-Seda,P.E. "Submitted under NOA#99-1203.01" 4. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted 0-40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. C. CALCULATIONS 1. Anchoring verification calculations prepared by Al-Farooq Corporation,dated 09/23/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0212.10" 2. Anchoring verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 01/21/2009,signed and sealed by Humayoun Farooq,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.14-1014.07 Expiration Date:April 4,2016 Approval Date:December 24,2014 - E-1 JB Garage Door,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their • Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and a#Mdg on 11/29/2017. •• 0000 . 2. Notice of Acceptance No. 11-0926.07 issued to Dyplast Product';LOC,for tli0i;'• •••• • Expanded Polystyrene Block Type Insulation,approved on 11/1and expHing ••.. on 01/11/2017. • 0000 0000 0000. 3. Notice of Acceptance No. 11-0926.06 issued to Dyplast Products JAE,for Ikeir• •0:.0• Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/201.1 and a ;Mi g on ••••:• 01/11/2017. •••••• • 4.- Notice of Acceptance No. 10-1129.04,issued to Cellofoam North Auierica Vie,j6 ,•••0 their Expanded Polystyrene Block Insulation,approved on 02/244 (11;and expki g on:0••0: 02/24/2016. •• • F. STATEMENTS 1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest issued by AI-Farooq Corporation,dated 09/23/2014,signed and sealed by Javad Ahmad,P.E. "Subuutted under NOA#12-0113.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al-Farooq Corporation, dated 11/21/2011,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrers,P.E. Product Control Examiner NOA No.14-1014.07 Expiration Date:April 4,2016 Approval Date:December 24,2014 E2 GALY.STEEL ROLLER HINGE TOP ROLLER BRACKETS n i III 7-1/2•X 3-X.070" jjt' OO SEE SHEET 3 FOR DETAIL r 1 --.A A NATE LOCK rr 2/ DDOOR f \\ i (2) 1/4-20%Sf¢' N l(T BOLT&N \�-� (1) 14 X 5/8, - .... a SPRING LOADED SLIDE t10Lr LOCK(BOTH SIDES) \ 3/a•W X 3/16•THK lA — FASTENED W/(4)014 X 1/2"S.W.S. TCH 4,' 5/8'WIN. LOCK ENGAGEMENT CONFORMS TO I � ........_ ...::.. _.---'Pf -� ..' r_ _ I oFSC 1012 REGARDING GARAGE DOORS 3 16 X 3/4 GALY.-- -a� +� z" J \EEL LOCK BARS ^.. -- C 16 CA GALV.STEEL MOUNTING PLATE FASTENT Y/ FOUR / p 10-24% 1 2' GE BOLT &LOCK NUT. 0: i O 5 PIN CYLINDER LOCK -...._ ... -- ....._.._. I p Z O O •1 QLL FSI DIE CAST 10 X tiiL``S.M.S. 0Z TEE HANDLE 1 o. �w � 3 _ .128 DIA.CdU.V.AIRCRAFT TYPE I 1 L. A W"} ch CABLE&NICO-PRESS SLEEVE 0 A • 31' 31' 3Y 31' 41 0]`-a v` W/WIN.5 TO 1 SAFELY P 1 MAX. DOOR WIDTH= 10'-4' J 6-1/2•X 4"X 0.1• STEEL PLATE iINSIDE ELEVATION WITH(4) 1/4"%5/8•TS BOLTS- AND ® u p PATH NU7-7/8'X 3-1/6'X.OIO' (1)014 X 5/eSMS BRACKL-7 STEEL PLATE STD. UFT DOOR BRACKET WITH(4)014 X 3/4'SDS J.B.DOOR MODELS: f0'-4'Y/X-18'H MAX u Ilkl,-a„i,-$ LOW HEADROOM MODEL- D� EscRIPTION oJ' 5d iP P DOOR OPTION 724724 2�� FORMED STEEL L "" 20 GA.ROLL FORMED STEEL DOOR; NOTE MODEL 724 TESTED. v CT..HIS PRODUCT IS • FOa •G :• L• o • lMAXIMUM DESIGN LOAD RATING + 60.0 PSf s • (Fac srzEs SHanN OR sMM.LER) - 67.0 PSf GENERAL t1lXES •• • • • •i —- --- ----- j�k+ j I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EnV:•VWaTo1A0 I{ a(i REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2614) CNIL PAODl1L7'ABvtBEp 1�1 I W I 170592A+oomplg•BAtLoftaRldA 'a' ' tNCLUOING HIGH VELOCITY HURRICANE ZONE QW). FLA.PE CAN.3536 II 1 2. ANCHORS SHALL B U •SPACEE�SH(�7F1 ON DETAILS. •• ;- �"��0 !; t ANCHOR EMBEDM HASgMATERIAL 6-Ak.l.�•�YOND0WARL 0 'I'•i AoOrymrkO NO .J' I'$ L.J DRESSING OR + 2 � � l_ 3. ALL BOLTS, WtS AND WI�HERS:wALL!-.'p C&PLf- N♦oSTEsI. •• tpp pc 1`` Browing n.. 4. ANCHORING OR LOAAdRi•CONORIONS OTHEW THIN 1HOSE SHOMW IN • Gf:•B'YEmj{2014 �10io1 95-17 I THESE DETAILS ARE NOT PART OF THIS APPROVAL. ! i� 5. A LOAD OURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, i .—� jh.tj f 5, ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • I 1-1/4'X 2-1/2'X 14 GA. `1 GAIN.STEEL CONT.ANGLE -- FASTENED TO WOOD JAMBS W/5/18 X 1-5/8-LAG SCREWS(FULLY : HEX WASHER HEAD TYPEE A�:t 'I I AT 3'FROM EACH ENO 1a'I i OPTIONAL OR STOP MOULDING 0!2 M AND 12'O.C.MAX. /�BY DDDR INSTALLER I o `Ja/J ° 1/4-20 X 5/8'HEX HEAD •f t2 i rl M.S. k LOCK NUT 4/HINGE v STEEL STRUCTURE BY OTHERS 3 X 2 X.052'THK I MUST SUPPORT THE LOADS h6POSE0 Q �i OIE FORMED STEEL END SOLE ,I WOR SYSTEM RIVETED TO SECTION SKIN Z m MIN' AlITH(10j RIVETS (4 1 4 X 5/8° 1/4'X 5/8°S.M.S. 1 Al B�T�WI.NUTS 2/HINGE � �_ 1�p lI Oi Of Z 2-1/Y X 3-7/8'X 12 CA I m Lu GALV.STEEL TRACK PLATES® 12'O.C.SPOT WELDED TO 14 L r GA.ANGLE FOR CONNECTION OF WOOD BUCK "2-3/4 'X I4 OA 1.82 DIA X.50'ROLLERS TO MASONRY SEE NOTE ON SHEET 5 ROLLER HINGE GALV. STEEL CENTER HINGE W/.43 DIA.X 4°STEM , FOR GXONNECTIDN DIRECTLY TO CONCRETE SEE ALTERNATE DETAIL SHEET 5 CONNECTION TO METAL BUILDING TO BE 1'X 2°X 14 GA.GALV.STEEL j ENGINEERED ON JOB TO JOB BASIS. INTERIOR SIDE OW/0(2) FASTENED TO RACK PPL O c d gid�8 •• ••• • eSL0Tk M. 6•IOpCMJ•i • • • • • • • • • 43 .'Ti li SECTION B—B • • •• • • • • • : g W,LLIo�:_ • •• • • • • ••• • • • • • • • • • • n r1�1 D--JAVA '*" MODU VAVVI3ED • FIA.PE""iL7�sz aoomylyiagw86Me1?lwiAs • ••• ••• • •• CAM]s38 8Ametomm n0d1rg Wo f4 o 'g tl lis ••• t • •• t 1 • t t t �_95-17 --� LLJshee 55 ••• • • • • •e• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2' TOP FIXTURE ROLLER GUIDE �I 14 GA GAIN.STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ FORMED STEEL TOP RAR. fj TWO 5/16-18 X 3/4"HEX HEAD M. END CHANNEL. SCREWS&NUTS. Z 2-1/8'X 1-3/4'X A36" 0 FORMED STEEL TOP RAC. �3g3gj K9y • —END CHANNEL 2-1/8'X 1-3/4'X.036' . (1)3/16'0 POP RIVETS GALV.STEEL TOP ROLLER BRACKETS/FDRURE BRACKETS 5-I/2'X2-3/4'X3'X.09' I ,1 �� P • ! MEAD S.k(40)CK N4-20 UTS %5/8"NEOf __(2)3/16'0 POP RIVETS �. _—(2)3/16'0 POP RIVETS cy po ! 8 ang 71/-1163'/18'DIA ROLLER 4'HSTEEL IL NBE ARINGS I1N/CED INNER&OTER SPACES W� iLONG HARDENED SHAFT bks Oj s 034 ROLL FORMED Ills STEEL BOTTOM RAIL 2-1/4"X 3-1//4'X 1/2'X.036"THK. g QALV.STEEL U.BA4 REINFORCING TRUSS - INTERMEDIATE STILES 4 EACH DOOR SECTION TRUSS FASTENED 2-3/4'X.036' TO VERTICAL STILES WITH %�•�—� �` TWO 1/4'X 5/6'S.M.S. AND TO END SIVE WITH 0 PA 0 ALUM POP RIVETS TWO 1/4-20 X 5/8" i PANELS FASTENED TO i PANEL&VERT.STILES ILEX HEAD BOLT&LOCK NUTS HORIZ.RAILS W/ 3/16 6 ALUM POP RIVETS OPTIONAL WSUTATtONS-. :g V Ko 0 SPACING STARTING WITH BY'DYPUItt PRODUCTS I N Li o Z_ o DISTANCE FROM EDGE OF EPS-EXPANDED POLYSTYRENE 038 DIE-FORMED STEEL CENTER W I M PANEL 2',18',41',41',18',2' •^i;:•;; DENSITY- 1.05 PCF STILE FASTENED Wf(H 3V16-dA. i KO W�'•� N.OA.Q1i-0928.07 ALUM POP RIVETS TO RIZ. Q_j OR ISO-25 POLY-ISOCYANURATE RAGS&PANELS LL VINYL DENSITY a 2.0 PCF 2-1/4'%3-1 4 X 1 V GASKET N.ROA X11-092848 GALV.STEEL U.0 EACH DOOR SAR TRUSS mo 4D W CA' O VERTICAL STILES WITH ON TRU55 FASTENED ogI BY'CEL OFOAM NORTH AMEN - DENSITY- 1.03 PCF TO ..... N.OA#10--1129.04 TWO 1/4'X 5/8'S.Y.S. Z OR AND TO END STRE WITH 24'H X 2-3/4'W X.036 THICK BY'INSULFOAM LC' TWO 1/4-20 X 5/8' D1E-FORMED STEEL CENTER � HEX HEAD BOLT&LOCK NUTS 3�,�� iJil DENSITY-0.92 PCF ALUM RIVETS WITH 11• 2.CIA Ld 0].- N.OA X14-0311.08 RAILS&PANELS V~1 7 N 16 GA GALV.STEEL C NEER HIND FASTENED W FOIX2 14-20%5 8' 14 G4.GALV.STEEL HEX HEAD (SCREWS&LOCK N ROL- W (i)4zo HINGES s�'OHEx HEAo � ! L K NUTS R SECTION 0—Q 11p !VINYL $ MIN.24 GA ROLL FORMED STEEL PANEL V CASKET �:g rig• ASTM 653.ST DUALITY,GRADE 50 END CAP IS ATTACHED TO END CHANNEL S 21' EL 24' RAN.YIELDGALVANIZED STRENGTH a 50 KSI - W/(2)3/16"ALUM POP RIVETS INSIDE 24'PANEL TESTED CALVANRED ACCORDING 10 ASTM A525 i� �` EIITH AH�ANTING�D�oN TION OF G90. _ �i "� &(1)3/16'ALUM POP RIVET OUTSIDE S g$$ - �, •i `so��s�1h '• • • ••• i i ••• 'gl-s=6 WEATHER STRIPFASTENED W/(2) 10 SCREWS • • f • • • • w,o v x_ 11 CA.CALV.STEEL 36'O.C. •• ••• •••00.3A6':PWS RIVET% r WB%((aj 1&.-220 KETX 5/5*HIM HEAo BOTTOM PANEL ALL INTERMEDIATE PANELS Eegr.JAVAO AHMAD fl Y.S&L NUTS TOP PANEL HAS NO REINFORCING TRUSS CM PRCVMnVIBED FIA.PE�7_0592 OOOgq�iyLlg1VB1100FAYi0e j 31I �! O WEATHERSM RETAINER • ••• •♦• • ♦ • • � t i�Loi i 1 • • • • • • • • 1-1/2"% 1/2'%.045' • • • • • • • '' Loi --_WEATHER SEAL •/SEP, 20M s' rK1rom ri Ci— I"VINYL BULB ..: SECTION A-A _ i 95-17 SEE SECTIONS AT RIGHT FOR LOCATION OF REINFORCING TRUSSES -g}IBtI� ► p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR ORS NIGHER EB FT. 1-1/4'X t-_1/4'% 12 GA. !� e7ANG STEEL ANGLE ER&SWAY Al�� I^1 BRACE FASST TCi TRACK �Y J W/5/18-IS M.SCREWS&NUTS --JV q�D lO SLOG.S7��pNRE � y I W/5/16 LAC SCREWS OR BOLTS O A •� 2 X 2% 1/8`HORIZ.ANGLE SGy ASPOT WELDED TO HORIZ.TRACK 1� '�..-' j YIRH TWO YIELDS AT 1-1/2'APART HORIZ.TRACK LENGTH .- OPENING HEIGHT PLUS 2' RRST AT 3"O.C. / .... REST AT 9"O.C. $ j HORIZ.ANGLE FASTENED TO COM.ANGLE o�GG1 iAA�)) W/3/8-16%3/4"BOLT&NUT 2-1/2'X 1-1/4`X 14 GA. AND TO FLAG BRACKET ANGLE WHH G 6 4 CAM CONT.STEEL ANGLE (2) 1/4-20 X 5/8'BOLT&NUT / e JOINT BRACKET 4-1/4'X 2-3/8"X.11- ATTACHED it' t �\ ATTACHED��TO VERT.&HORIZ.TRACK S 61 . AND VERT M1�/e'BOLT&LOCKNUr YERTK;AL TRACK� � call W/(1) 1/4-20 x 5/8'BOLT&NUT 2-1/8•x T'x.080• &(3)SPOT WELDS TO HORO:.ANGLE SECTION A—A / ^ Ad` GALV.STEEL TRACK ' �•0 a'fI xI }ggx{ g; m O iZ O M �Q'cc a 10 p NI' 2-1 2`X 3-7/8'X 0.1"STEEL PLATES 'b IQ W, 12. CON�ECTEO TO TRACK WITH TWO G ta� W rn p I 1/4-20 X 5/8'CARRIAGE BOLT&LOCK NUT i cc O> Z VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM w AVAILABLE TRACK OPTIONS N= i DOOR TRACK AS VIEWED O i FROM CENTER OF OPENING ail a jai! I a� DOOR I N0. OF SECTION HEIGHTS " vio 111,21i HEIGHT'TRUSSES.1ST 2ND 3RD 4TH STHrfiTli 7TH7THT�aTl4 g 7 _Ow 21" 21"121'N/A;N/A N/A /AIN/Al 24-:24'.N/A N/A N/A N/A N/A, •• ••• • • • • • •• o m g' I- - • • • • • • • • • �ryIN 9'-0` 4 24.21' 21":21" 21`N/A N/A /A • • •• • • • • • 0$I4'u =S 10'-0" 4 24'24" 24"`:24" 24'N/A /A N/AT4/A; • •• • • • • ••• • —._ {-- • • • • • • • • • r 11'-0" 5 124"124" 21"21"121 .21 /ASI/AN ••• •• • • • •• 12'-0"I 5 124-1-24- 24"L244 24'24";N/A_N/A'N/A: EnV. AWAD R I 6 24"24` 24'21' 21'21" 21•N/A/A N/A. CIVIL RA PE 70582 a�oompi maw"RaVI pq y F 1 14'-0"! a 24"24' 24"24•,24"•24" 24°:N/AIN/A • ••• ••• • s •• CAN. y 3 k 115'-0"'' 7 24"24' 24"24'21'21`121':21"' /A • • • • s • • • • ATb[� I ; 16'-0" 7 24'24 24"•24" 24.24'24';24'N/A •• • • • • • • s • • t fl 1 T-0" 8 24'24' 24"24" 24'21"21';21"t21'; •• • ••• ••• ••• •• a + drowi g no. ,19'-0"I a 2a"za• 24'!24"124'124"a2a"_24•;za°• !SEP 2014 95-17 i .-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM sheet 4 of y� • •• •• • • • •• •• m, II ANCHOR SPACING 0 �I ANCHORS STRUCTURE i EMBED SPACING EDGE O1ST.� _.I.—�..��ro .318-HLC SLEEVE 8Y'HIL71 CONC. i 1_1 4 8-I 2 2-1 2 .,.. i 3/8 CONFLEX BY'FICO' IFILLEO BLOCK 2' 18-1/2- 3-3 4' STEEL STRUCTURE BY OTHERS I 3 8 DYNAHOLT 8Y OtT _ CONC. 1!-1 2 IB-1 2 _2-1 2` —MUST SUPPORT THE LOADS IMPOSED 3/8"POWER-ALT BY RS'1 CONC. 2' '8-110 1-7 8 BY DOOR SYSTEM .J 8 SLEEVE-ALL BY SIMPSONS CQ C I1-1 2 B-t 2` 2-1 .... 1---1 / CONCRETE Mc-3000 PSI MN. O n -WS//16'010.BOLTS C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. (� a .WASI#R de NUT AT 12'O.C. MAX. fOG£DIST. Q 1-1/4'X2-1/2"X 14 CA CONT.STEEL ALE 0.10' INK.GALV.STEEL FLAT_ _. _—BRACKETS t3-7/D"LONG AT 12"O.C.IN DOOR OPNG. AT 18'O.C.ABOVE DOOR OPNG. CONNECTED TO CONT.ANGLE W/(3)SPOT WELDS 0 o z a w e1 U, rl TRACK INSTALLATION IO Q lL i (Q z qqqz =EI w al 11t WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING(NOT BY J.8.DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3)2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT.FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECUON TO MASONRY o ' ¢ ' TRACK SHALT.BE SECURED WITH CONT.STEEL ANGLE TO PRESSURE C TREATED 2X6 SYP WOOD JAMRS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH illilplli 1/4'ULTRACON BY'ELCO'WITH SPACING QF g $ 10`O.C.INTO GROUT FILLED BLOCK WALL.WITH 2-I/4-MN.EMBED iI'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4`MIN.EMBED 73 2-1/2"MN.EDGE DISTANCE 1/4'TAPPER BY'POWERS'WITH SPACING OF •• ••• • ! • • • •• _r O.C.INTO GROUT FILLED BLOC(WALL,WITH 1-1/r MIN.EMBED • • • • • • • • • 'm_ 8'O.C.INTO 30M PSI CONCRETE,WITH 1-3/4"MIN.EMBED • • •• • • • • • 3'MN.EOG£DISTANCE • •• • • • • ••• • 4 N.EDGE 01St. • • • • • • • • • �'� 3/8'CONFLEX BY'ELCO'OR .• . 4 SEE N TES' •• ••• •• ! • • •• � 3/8'LOT BY 7W WITH SPACING OF BLOCK OR'CONC. a I ' ` I' 18'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/Y MIN.EM8E0 3'MN.EDGE DISTANCE I' 4 Eegr:MOD AWJADCNIL PRwUG7 RiMBIIJ RS{i� 19 3/8"HNC SLEEVE BY'HILTF VM SPACING OF j FLA.PE 7 2 nftwfIyot•B dwfjmih a�I ii . it`O.C.INTO 3000 PSI CONCRETE.VR11M 1-1/4"MN.EMBED AND I� • ••• •!• • • :0 CAN.� �B« 2-1/2'MIN.EDGE DISTANCE • • • •• • • • ! • A000)Ka1ttO No L � Il I� 5 THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED (S •• • • • • • • • • • WITH FOVR l 6 BRRS EXTENGING IMO FOOTING AND INTO TIE BE/Vd5 • •• • • • • • • •• , drawing �p ALL BARS SNALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. ••• • • • • b`fP-$2014 ' PREPARATKIN OF JAMBS gY OTHERS SOUTHERN PINE 1 95-17 055 S.G. _-sheat 5 pt 5 • • • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • t f M AM MIAMI—DADE COUNTY R671111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ES Windows,LLC 3550 NW 49a'Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series °1000/1050"Aluminum Single Hung Window--L.M.1. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •0000 0000• *Goo** TERMINATION of this NOA will occur after the expiration date or if there has bean a revision-or-change in the materials,use,and/or manufacture of the product or process.Misuse of this6X6$%s an elldZ ement••••:• of any product,for sales, advertising or any other purposes shall automatically teAlrlWthis NOX Failure;....; to comply with any section of this NOA shall be cause for termination and removal JMA. 0000 0 00 00000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dada.Govnty, Florida, and..:..' followed by the expiration date may be displayed in advertising literature. If anyperdon•of the AIbA is ..... displayed,then it shall be done in its entirety. •••••• • INSPECTION: A copy of this entire NOA shall be provided to the user by;the Aanufacturer-or its!•••• distributors and shall be available for inspection at the job site at the request of the BvUdirfg Official... ;•••• This NOA revises NOA No. 13.0617.27 and consists of this page 1 and evidence pages E-1,l•.%Ind E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0129.03 M1A I•DADECOUIV7Y Expiration Date: November 06,2018 Approval Date: July 30,2015 .?let Page I t a ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBhUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per.FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 S)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 0000 along with marked-up drawings and installation diagram of ali alulninuiir§ale hung..... window, prepared by Hurricane Engineering&Testing, Inc.,Test*ports W2t HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 reVedttvely,�botli signed•••:• and sealed by Ivonne Ghia,P.E. *::: 0 0 .. (Submitted under NOA No. 05-0720.01) 0000 • . .. 0000. 0000.. 000 0 90.00 .. .. .0 0000.. 0000.. . . . . . . . 0000.. 0000.. . . . 0 . . 0000.. 0. . 0 000 0 0 lwel"oox I? Manuel Pe• z,P. . Product Control Dsan&4r NOA No.15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-1 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coN DwED) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806,dated 06/09/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al Farooq Corporation, dated 10/23/14 and revised on V/ 07/14/15,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade.Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB GIass Interlayer",dated 04/25/15,expiring on 12/11/16`•". . . 0000 0000.. 0000.. 0000.. 0000 .. 0000 6 66 0000. 06.00. 006 66 00 66 666666 6 666666 6 6 6 6 . . 066666 0000.. 0 . 6 . . 0000.. . 66 . 6 606 0 6 so 6 Manuel Perez,P.E. Product Control Examiner NOA No.15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-2 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest,dated October 23,2014,signed and sealed by Javad Ahmad;P.E. 2. Laboratory compliance letter for Test Reports No, FTI-5815 and FTI-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R Wenzel,P. E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448 &HETI45-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTI-3820 and FTL-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Series "1000/1050"Aluminum Single Hung Window-L.M.I.% approved on 09/19/13 and expiring on 11/06/18. • . . .... ...... ...... .. . ...... .... . .. ..... ...... ... . ..... • • • • •••••• • Manue Perez,P Product Control Exam NOA No.15.0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-3 • 1/8'ANN.GLASS SILICONE 4 *110WING 795/983 6`MAX. 10'MAX. �! 090'Interlayer HEAD/SILL HEAD/SILL kuraray Sent"be z 10'MAX. 8'MAX. CORNERS A By'Kuraray America,Inc.' H�/�' CORN/SIL 0 J(wg0� 1/8'ANN.GLASS FALSE(SURFACE APPLIEOS) A A �I SILICONE MAY BE USED - o EFS L� DOW CORNING 793 '• / o Z 53 mo O ----- ALT. GLAZING OPTION mr c u / u ¢? SQUARE GLAZING STOP CAN BE USED 8 i ii m aT WITH ALL GLASS TYPES SHOWN ON II II n $ a THIS SHEET. 21 AT 1/4 POINTS ON UTES F= li ii m p `o l9 WIDE THAN 36' $ ' GLASS TYPE 'A' m ^a n n I 1/8`HEAT SIREN-D.MASS 1/8°HEAT STREN'D.GLASS n� � o C it '/ ii a�� C1 •/ N 3 it II .090'IMorbyar 090'Mterlayer kuraray SentryCtw kurcroy Butac@e PVB By'Kuraray Americo, Ina' By'Kurcray Americo,Inc.' m� Y! 1/8`HEAT STItEN'D.GLASS 1/8`FEAT STREMD.GLASS 47 1/8' 47 1/8' s SILICONE SILICONE 49 15/16' 49 15/16" J DOW CORNING 795 DOW CORNING 795 - VENT WIDTH VENT WIDTHjj m 53 1/8° 53 1/B' g 00)-t° \ I WINDOW WIDTH WINDOW WIDTH 7\i Z MI TYPICAL ELEVATION TYPICAL ELEVATION SEIi S 1000 (STD.SILL) SERIES 1000(HI-RISE SILL) tn Ir0 WMg O 21 AT 1/4 POINTS ON UTES 21 AT 1/4 POINTS ON UTES 45-c} WIDER THAN 36' WIDER THAN 38' SERIES-100/1050 ALUMINUM SINGLE HUNG WINDOW GLASS TYPE 'B' GLASS TYPE 'C' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 5/32'HEAT 5TREN'D.CLASS 3/32`IiFAT STREN'o.GLASS CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. � �0,mte APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 8 kuraroy Butocite PVB kurrcroy SentryCloa COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER SHUTTERS ARE NOT REWIRED. By'Kuraroy America,Inc.' By'Kurmoy Americo,Inc.' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRODUCT'RRVIS® m MWdI-RADE COUNTY APPROVED MULUONS IN BETWEEN. as"Iftvr b 1/8'HEAT STREWD.GLASS 1/8°HEAT STREN'0.GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Wd*�� Q /1� WILT.APPLY TO ENTIRE SYSTEM. -/ 0 -<o SUCLi z DOW CO • • am • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE $ ^0 6 DOW CORNING 795 • •• oD09►CO�NINO 796 REQUIREMENTS OF THE FLORIDA BUILDING CCU INCLUDING HIGH VELOCITY •_ •• • : :•: •• HURRICANE ZONE(HVW), c a 4+ ••`m • • • •• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER S, N I LOADS TO THE STRUCTURE ? Ergn.M ANCHORS SHALL BE AS USTEO.SPACED AS SHOWN ON DETAILS,ANCHORS VC11#1 ; o • • D. 000 • • EMBEDMENT TO BASE MATERNAL$HALL BE BEYOND WALL DRESSING OR STUCCO. SCAN 1 8 • • • • • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE �• ap •*,(�� • • • • • • NOT PART OF THIS APPROVAL 21 AT 1/4 POINTS ON"I(r' • • 2•_A.Tl1/4•PDOIIS�N=RE� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. - drawing VAOER THAN 36' ••• • ••• its • 9 no. MATERIALS INCLUDING BUT NOT kAGTEO TO5TEEL METAL SCREWS,THAT LA TYPE TYPE 'D' GLASS TYPE 'E' COME INTO CONTACT WITH OTHER DISSIMILAR MAVIRIALS SHALL MEET THE ryryq W0.3-56 GLAZING OPTIONS REQUIREMENTS OF THE FLORIDA BLOC. CODE �U�, 0 ZM 1 sheat T of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL L1TE8 WINDOWS UNEQUAL L T'ES(ORIEL TYPES)WINDOWS DESIGN TOAD CAPACITY -PSF(HI-RIDE SILL) DESIGN LOAD CAPACITY-PSF(RI-RISE SILL) m -'== ANDARD HEAVY DUTY STANDARD HEAVY DUTY 'j TOP RAIL TOP RAH. 70P RAIL Q /CLAN TYPE CLASS TYPES GTAIIS TYPES OLAP TYPE GLASS TYM OIA39 TYPES E' WINDOW DIMS..' 'A' 'B','C',b'&' '81,'C.'D'&'E' WINDOW DIMS. 'K V,V,'D'&'!P '8','C',V&'E' WIDTH HEIGHTS EXL{+j 1M.(-) EXT.(+) 1NL(-) EXL(+) 1M.(-) WIDTH HEIGHT EXT.(+) 1M.(-) EXL(+) 1M.(-) EXT.(+) IW.(-) .1 19-1/e' 70.0 90.0 W.0 90.0 80.0 90.0 t9-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 G 26-1/2" 7aD'- ,0= 00.0 90.0_ 80.0 90.0 a 28-1/2' 70.0 80.0 80.0 90A 8a0 90.0 � 37' 2g' 7b:0 69.0 80.0 90A 80.0 90.0 �� % n�C 37' 50-5/9' 70.0 80.0 80.0 90.0 80.0 9Q0 42' (a) 70.0 80.0 80.0 90A Bao 90.0 jt 42" (5) 70.0 80.0 80.0 90.0 80.0 9D.0 49' 70.0 80.0 80.0 90.0 80.0 90.0 'r da 49' 70.0 80.0 80.0 90.0 80.0 90.0 C y 53-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8' 70.0 74.0 80.0 90.0 80.0 90.0 WimQ, 19-t/8' 70.080.0 80.0 1 911.0 80.0 90.0 70.0 BOA 80.0 90.0 BOA 90.0 Q 6 28-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 58" 70.0 80.0 80.0 90.0 80.0 90.0 K 37" 38-3/9' 70.0 80.0 80.0 90.0 _80.0 90.0 w I u, I 37' (5) 70.0 60.0 80.0 90.0 80.0 90.0 �i 3 42` (4) 70.0 80.0 90.0 90.0 80.0 90.0 k-------�I 42' 70.0 80.0 80.0 90.0 80.0 90.0 49" 70A 80.0 80.0 90.0 80.0 90.0 49' - - - - 80.0 90.0 53-t/8' 70.0 60.0 80.0 90.0 80.0 90.0 19-1/e' 70.0 90.0 Sao 90.0 80.0 90.0 19-1/a• 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 70.0 9a0 80.0 90.0 80.0 90.0 26-1/2' 70.0 B0.0 80.0 90.0 80.0 90.0 37' (6) 70.0 80.0 90.0 90.0 80.0 90.0 37" 50-5/8' 70.0 80.0 80.0 90.0 80.0 90.0 42" - - - 80.0 90.0 42" (5) 70.0 80.0 60.0 90.0 80.0 90.0 19-1/8• 88' 70.0 80.0 80.0 90.0 80.0 90.0 49' 70.0 80.0 80.0 00.0 80.0 90.0 26-1/2" (6) 70A 80.0 80.0 90.0 80.0 90.0 63-1/8' 70,0 80.0 80.0 90.0 80.0 90.0 37' - - - - 80.0 90.0 19-1/8 70.0 80.0 80.0 90.0---80.0 90.0 t9-1/8• 74-1/4' 70.0 80.0 80.0 90.0 80.0 90.0 U 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' (7) 70.0 80.0 80.0 90.0 80.0 90.0 37' 58• 70.0 80.0 80.0 90.0 80.0 90.0 1 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. g 42' (5) 70.0 80.0 60.0 90.0 80.0 90.0 LIMIT MMRIOR(+) (AADS TO 70.0 PSF FOR STD. SELL 49" 70.0 80A 80.0 90.0 80.0 80.0 g Q 53-1/8' 70.0 60.0 80.0 90.0 80,0 90.0 Qd 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 Z5 3 Z " 26-1/2' 70.0 80.0 80.0 9a0 80.0 90.0 _ 37" 63' r7�0.4 0.0 80.0 80.0 90.0 80.0 80.0 W N 42• (8) 80.0 80.0 90.0 80.0 90.0 m 49' 0.0 80.0 80.0 90.0 80.0 90.0 5 5A7 53-1/8' 0.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 4 4 4 26-1/2' 70.0 80.0 1 80.0 90.0 80.0 00.0 37' 8B' 70.0 80.0 80.0 90.0 80.0 90.0 _ 42• 70.0 80.0 SDA 90.0 89.0 90.0 PRODUCTREVISSD 40" 70.0 80.0 80.0 90.0 80.0 90.0 m WN mBthe Floild9 Q 8 53-1/8• - - - '- 80.0 90.0 �a .03 S 19-1/8' 70.0 80.0 80.0 90.0 80.0 iso.0 26-1/2' 70.0 80.0 80.0 90.0 80.0 SM. TOP RAIL HEAVY DUTY TOP37' 74-1/4" 7Q0 60.0 $0.0 90.0 60.0 5-1000 S-1000az• p) 7ao 80.o B0. • LbE• •ed!0 •••� THIS SHEET ARE a S N S ae' - - -• - • �9 • • 5c, BASED ON ASTM E1300-09 (3 SEC. GUSTS) 53-1/8" - - - • •• •8(p0 • • 58 AND FLORIDA BUILDING COMMISSION 19-1/6' - - -•• •�• •• DECLARATORY STATEMENT OCA05-DEC-219 28'1/2' - - - - 80A e0' Ea r:JAW1D NMAD37' 6oA 90.0 CML n 42' (7) - - - - 60.0 90.0 • FLA.APEX •NO. IN PARENTHESIS INDICATE NO. OF A%VRS $ER J4A18. •• •• • ••• LIMIT En=OR(+) LOADS TO 70.0 PSF FOR SlDP SILL.• ••• ••• ••• La ••• • ••• A dr0•ing no. ETD.TOP RA d HEAVY DUTY TOP Ran 62015 W03-56 S-1050 S-tOSD ehlret 2 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 , TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS u lay SEE ELEV.FOR SPACING 1 W000 BUCK �Y -Ed t •. a - .. METAL MIAMI-DARE COUNTY APPROVED Z 7 MULLIDN&MULLION ANCHORS Q a' :<d.° .a:e °• a Ed A SEE SEPARATE NGA $ \m Ed Ed O1 t T I Qi jL'i a t d' TYPICAL ANCHORS EVSTYPICAL ANCHORS I1 \ LM SEE EL .FOR SPACING OR SPACING a WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ; AND TRANSFER THEM TO THE BUILDING STRUCTURE. @ 4 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1/4" DUt, ULTRACO I BY ' ICO' (F,.-t77 KSI.Fy=155 KSI) m INTO 20Y WOOD BUCKS OR WOOD STRUCTURES .� H 11 5At 1-1/2" MIN. PENETRATION INTO WOOD i THRU IBY BUCKS INTO CONC. OR MASONRY EMBED INTO CONC. OR MASONRY � B 5 e B DIRECTLY INTO CONC. OR MASONRY , U I�s I 1-1/4" MIN. EMBED INTO CONC. OR MASONRYn W '` © q B 1 B 1 ,914 SMS OR SELF DRILLING SCREws (GRADE 2 CRS) U) a» 0 ' AT. INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) 4INTO METAL STRUCTURES O t4 14 a la STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) z ri o i ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) o ,^_i 1I = �, , (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N ! , W M� Ed = ANCHOR EDGE DISTANCE W I c I } t INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1 c INTO WOOD STRUCTURE = 1" MIN. a O INTO METAL STRUCTURE = 3/4" MIN. c , o WOOD AT HEAD,SILL OR JAMBS SG = 0.53 MIN. B CONCRETE AT HEAD,SILL OR JAMBS f� -3000 PSI MIN. ° P B 11 O ` C-110 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MHN. SEALANT: •R ALL JOINTS AND FRAME CONNECTIONS SEALED WITH tO ,yam I p� SCHNEE MOREHEAD SEAM SEALER SM5504. Wt 114 9 • •� +•` • • ••• \ vt$ O•=jSXld Ow2t3 •i •'a�� ••• • �� WEEPHOLES: C • • •i C 1 • W1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END PRODUCFRovisw W2 = 1-5/18" NOTCH AT EACH END • 1 `HDtDroF�ild� a2 Fnyr.JAVAO AHWb '• Ge••• - °o .s L Dm 0.7 IL FIA.PEE III 70592 S • 1 • :f'a • '�F O e.,• e'.. i ••• ••• • v drawln no. CA 3m Uv W EA 9 ' TYPICALs ° "Ed 6 = ° ° SERIES-1000 1 G 7.Q 5 W03-56 ~ Ed FOR SPACING VENT WITH SPRING LOADED IATC.ES sheet 3 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• T(PICAL ANCHORS v �n SEE ELEV.FOR SPACING Wool)BUCK gy n d• 'Ed' cl IV a ¢ d S ��c AL <� 5 B 9 OPTIONAL TO 9 OPTIONTO 9 yA OPTIONAL TO n BOTTOM LATCH BOTTOM LATCH BOTTOM LATCH 1 B B B z z' 4A b9 4 5C --v m a- 1- 4 © B1 � , B1Ivb i I I o f ALT. I i 0!�Mn t�t�S 14 = f 9 i 19 sS 0 M L 1 1 1 g Z .. i 0 ' NN J pF c �'L yy i 0 J ® ••• • 4• • •• Wv O•nde W1 4 • • $LL• • • t o 0 PROM=RRVISBD Enr.JAVAO AHMW p e cowft w11h 168 Mlod& FLA PE�+L Tasez 2 - • p°•'�1 n'p .. • -:•:'. a�6 L .O CAN.3b38 ding �. •:a • 1F t. r,. . aj By • •�` d00 I'�BQOI d ,. 0., i ••• ••• • � - v' drawing no. ' nPLCAL ANCHORS ' ' b _ ° SERIES-105 W03-56 .-n EdO EVENT WITH SWEEP LATCHES 4�UL015 street 4 of$ • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tom# FART$ REP. DESCRT TION NATRITAL MANI+./BUppylgR/gg6fAgg8 1 ESIODI 1 FRAME HEAD 6063-76 2 E51002 1 FRAME SILL(STD.) 6063-T6 2A ES1t01 1 FRAME SILL(HI-RISE) 6083-T6 Q }e 3 ES4003 2 FRAME JAMS 6063-T6 - l� 4 ESIO05 1 FIXED MFG.RAIL(FOR SPRING LATCH) 6063-TB o 4A ES1051 1 FIXED MIG.RAIL(FOR SWEEP LATCH) 6063-T6 - tT 5 ES1004 1 STD.VENT TOP RAIL(FOR SPRING LATCH) 6063-T6 - SA E320D4 1 HEAW DUTY VENT TOP PAIL(FOR SPRING LATCHES) 6063-T6 - V �' 501 ES2004A I HFAW DUTY VENT TOP RAG.(FOR SPRING LATCHES) 6063-T6 ALTERNATE TO 5A 58 ES1052 1 STD.VENT TOP RAIL(FOR SWEEP LATCH) 6063-76 - I Q MIAMI-OADE COUNTY 5C E51053 1 HEAW DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6083-T6 - n& APPROVED SEPARATE ON SEENOA TYPICAL ANCHORS 5CA ES1053A 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-TS ALTERNATE TO 5C $ Q SEE ELEV.FOR SPACING 6 ES1006 I VENT BOTTOM RAG. 6063-T6 - 7 ES1007 2 VENT SIDE RAIL 6063-75 - Z 8 ES1008 AS ROD. GLAZING READ 6063-T6 - 8A EST 103 AS ROD. SIUARE GLAZING BEAD 6063-T5 - 9 ISIOO9 2/VENT SPRING LOADED VENT LATCH 6063-TS AT 8"FROM ENDS 9A 3032 2/VENT SWEEP LATCH ZAMAK AT 11`FROM ENDS H 0 0 98 #8 X 1" 2/LATCH LATCH INSTALLATION SCREWS - FH SMS 10 E51012 1/LATCH LATCH SPRING ST.STEEL - ca 11 ES1010 AS READ. GLAZING WEDGE SOFT PWC DUROMETER 70*5 SHORE'A' _ 11A 27-425 AS REGD. GLAZING GASKET EMM DUROMETER 60*5 SHORE'A' U -- 12 #8 X 1" 20 FRAME&VENT ASSEMBLY SCREWS CRS PH SMSul w 13 61011 2/VENT SASH CAM CEL.CON tr WIN WINDOW WIDTH 14 43620-1871 AS REDD. PILE W'STRIPPING WITH PLASTIC FTN - AMESBURY OR EQUN. . c1l 18 Q300XIW AS REGD. FRAME SILL W'STRIPPINO - Q-LON2 g M 18 - 2/"VENT BLOCK&TACKLE BALANCE SERIES 120 BY SSI o Z$ 17 - 2/VENT SPIRAL BALANCE _ Z '� 18 E51013 2 SASH STOP - - uj to SEE In ANCHORS FOR ACING 19 ES1505 - FLUSH FRAME ADAPTER 6083-T5 OPTIONAL Ld a1 m 20 - 1 5/18'BOX SCREEN - OPTIONAL O 21 27-372 2/LITE SETTING SOCK.7/16"X 3/18'X 3-1/2"LONG EPOM DUROMETER 75*5 SHORE A qg 1/4'MAX. O VENT WIDTH 1/4"MAX. `d SHIM - ---- SHIMOPTIONAL 17 WOOD 1/4'MAX. TYPICAL ANCHORS C o 18 14 7 0D BL1CK5 SHIM SEE ELEV.FOR SPACING c g ® .._.._ .. .. .. .. .._.. .. . METAL m c - ..P STRUCTURE $ W •• W W riNOS • • • • • • • • _ SEE ELEV. o FOR SPACING 11 •• ••• •• • • • •• PRMUCPREVIIS ID 12 3 e E EXTERIOR 4 es 4mMfthm%vhL 0e1Rodde CML a BvedlOgOgto FIA PE 0 70592 O.L.OPG. O •6 AoceP�C9Alo 3 CALL • • W000W WIDTH • • • • • • •• • • • • • • • • u/q • •• • • • • • • • dr0wing Hro. ••• ••• EftIES-1000 W03-56 SERIES-1050 JUL 1 2015 tHh9•t $ of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �� SEE EM.FOR SPACING TYPICAL ANCHORS y SEE ELEYS.FOR SPACING Z $P METAL MIAMI-OADE COUNTY APPROVED O -I e _ STRUCTURE MULLION&MULLION ANCHORS F' Ed SEE SEPARATE NOA I e e Q � Ed 8g ALT. TYPICAL ANCHORS i� A SEE ELEV.FOR SPACING T 555 s °e4 v m I Ovi t 1/4•MAX. ALT. SHIMSZ - 19 o 3 J 8 3: LL 60- to 0 ° dC n .1 ♦_ € SSS © TYPICAL ANCHORS c•$=a ALT, •• 000 • • • • • •• SEE ELEV.FOR SPACING $ 19 • • • • • • • 000 VFladdil I v.,Ed, ' VIL DuRNo _ .O'er v."N.'3SDs71892 6 g� T�'WCr..AACt10R5•• • ••• ••• ••• � MODUCTREVOW SEE'E♦ItY.FOR SiACING • • • • • • BY •• • • • • • 11-1 • • • M aPraductconual o • •• • • • • • 0.0 [=o _ ••• • ••• • • ETAILS WITH FLUSH FRAME ADAPTER ,JAL 2015 56 sheet 6 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 23M 1.130,.130 ,.130 T- 9 - .328 .969 .062 � �{)� J y{I� 062 50 08.082g�� 1.344 i i . 1.344 .062 .718 .813 .77¢p •500 I,l R fl Ii 2.063 I 2.083 U 0 .813 2.392 2.266- GLAZING WEDGE -d .930 .930 11 SCALE 1:1 S Q FRAME HEAD 19 FLUSH FRAME ADAPTER STD. VENT TOP RAIL STD. VENT TOP RAIL A Ug 59 BASE POLYMER EPDM 9 8 2.188 91J SERIES-1000 SERIES-tOSO �rySBY= 100.28 the/C/0al1 GGII 1.BJ0 HARDNESS=7015 �t 1.830 TENSILE STRENGTH=905 PSI Q 1.122ELONGATION AT BREAK=273R QI .930 .930 1.1 TEAR STRENGTH- 1.343 Wp/f! JQ m BRITTLENESS TEMPERATURE_-40•F ala 3. 2.3J71COMPRESSION SET-27%(22h•,58'F) 1.421 1.250 1.250 ,080 1.242 .062 �1.400 '•23" A78 .747 2.063 153 2.063 O 760 .082 .062 7.344--^i FRAME JAMB Q VENT LATCH H.O. VENT TOP RAIL H.D. VENT TOP RAIL CIES-1000 ® SERES-1050 r.147 LET _I 1.630 1.830 � V z .803 .082 '� .050 g t/I� 1.250 .128 1.250 .125 dN-n .637 .837 .147 AL2.083 .153 2083 � M g o z_� d © GLAZING BEAD O SQUARE GLAZING STOP ,062 .062 $ 3 z n .888 949 (!) v r I .715 r 9686 .88882 + W M�o 7- IH.O.® VENT TOP RAIL H.D. VENT TOP RAIL .813 .ggl7 .062 930 SERIES-1000 SO' SERIES-1050 2188 913 .992+1 .992• 5.250 � .082 489 1.4J4-+I p o 7 VENT SIDE RAIL 1.149 O •082 2.113 .082 ��( 2.181 CJ ,.250 �5 1.250 I g s © VENT BOTTOM RAIL •984 2.457 2.457 •• •• • • •e 1.212 • 062 • • • •MPETIRG RAIL MEETING RAIL i• •: : • -t0a 4A SEM-050 c ,062- •• •2727• • • • •• 2.502 .71 1•� ECML FL .IPE AHYAD ° FLA. 974 974 *00 • • •• • • • • ®comIN plft w9h tits Plaids y '. •• • • • • • • • • nwm% js }� -1.678 1.679 OJ drawing tt0. �-2431 •2�' • •e By L 16 20 Yd03-56 Q FRAME SILL (STD.) ® FRAME SILL(HI-RISE) tni1 sheet 7 of 8 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • tz J �o p�aQ z , M Q\ Z3 . �v{ 1 i ms22 00 so: o 0 • • ••• • • MI-I ••• • FRAME CORNERSDETAI •• x_ • •••• ••• • • • • • • • -11 a EW.AAVAD AMM CML n • ••• `,�,,.� FIA.PE�7a892 0 • • • .�'•• 'R D�A�h ••• PRODUCTRRV19I3D ' • • • • • e • • ao' S�8w6LNepbfldf l •• • • • • • • • • rsnitmoyOmo • •• • • • • • • ••• • ••• • • •• A 'O drawinDam g no. MM J L 62015 W03-56 sheat g of 8 • • • • • • • • • • ••• • • • ••• • • i • ' MIAMI-DADE MIAhi-DADECOUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 $oARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%,w.miamldade.eov/economv ES Windows,LLC 10653 N.E. QuayWdge CL Miami,FL 33138 SCOPE: This NOA is being issued raider the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dadd County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 112000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W03-75,titled"Series-2000/20SO Alum.Horiz.Sliding Wdw. (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •0 0 0 0' 0 0 0 0.. LABELING: Each unit shall bear a permanent label with the manufacttn-er's name or Iogo;Ba1tlila, '. Colombia, America Latina, series, and following statement: "Miami-Dade Coy W**?rodvvt roAtrol...=..••, Approved",unless otherwise noted herein. '..••i•'• .. .see I t•••• RENEWAL of this NOA shall be considered after a renewal application has bech'RU'W d th&0f0s•been"'_1_••• no change in the applicable building code negatively affecting the performance of tfi0 Reel. :00 • :0.111-00 0.st1•• .. .o . 00: • o0s..o TERMINATION of this NOA will occur after the expiration date or if there has 1,vdX*e*is!n"c04nga. 6- in the materials,use,and/or manufacture of the product or process.Misuse of this Ndjk*o jn endyr1eruent•••s t..:o of any product, for sales, advertising or any other purposes shall automatically terminpe tlys NO&Wtfre•.•t•• to to comply with any section of this NOA shall be cause for termination and removal.$PI'l VA. : '0 --0 • • • o •. • • .goes. ADVERTISEMENT: The 'NOA number preceded by the words Miami Dade Cpunty, Fl8fiflf, and, . followed by the expiration date may be displayed in advertising literature. If 036 eor4on of Mie-NOA is;00 displayed,then it shall be done in its entirety. .• . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-0617.28 and consists of this.page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentatiop was reviewed by Jaime D.Gascon,P.E. NOA No.14-0923.10 MIAMI bAbE COUNTY S Expiration Date: November 06,2018 Approval Date: February 05,2015 4Z`1 1� Pagel a s ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC Stn Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P. E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P. E. (Submitted partially under previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Subrnitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09,signed by Jaime D. Gascon,P. E. (Subruifted tinder NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. • (Submitted under NOA's No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P. E. •••••• ••••;• (Submifted tinder NOA No. 03-0910.02) •••• ' " ' • G. OTHERS •••••• !:'•' 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows i��4•or NJ?brie:••_�a•• "2000/2050" Aluminum Horizontal Sliding Window—L.M.I: kj. V�tl pn 0911.9/13:••: 1110,0•• and expiring on 11/06/18. .... .. ..... • ...•... • ... . ...•;0006 ..•i.• • 9016.•. ...1.. ...:..• . • •1.... • • • •. • • 6666.. • • • 6666.. Jaime D.Gascon,P.I. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,20I5 E-3 a ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA's No.'s 03-0910.02 and 09-1008.06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L-M-I), sheets 01, 1.1, 02 and 031brough 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test,per ASTM F 588-04/07 and per FBC 2411 3.2.1,TAS 202-94 7)Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI-5811,dated 02/16/09,signed and sealed by Michael R. Wenzel,P.E. .... (Submitted tinder NOA No. 09-1008.06) . . ' .... ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• •• • 2)Uniform Static Air Pressure Test,LoadingpefJW*I'AS.20144 ... .. 3) Water Resistance Test,per FBC,TAS 2024r::*** *--s- •• •••' 4)Large Missile Impact Test per FBC,TAS 20t-:14... ••:•'..' •••M o•• 5) Cyclic Wind Pressure Loading per FBC,TA9� •9�F :-•• ••++;•• 6)Forced Entry Test,per ASTM F 588-04/09.ai ibt F1$0241 IS ...Soso** 3.2.1,TAS 202-94 • 7)Deglazing Force Test,per ASTM E 987-88 Soso f RA09�anal p�!"1'Bt« •••s•• • 24113.2.1,TAS 202-94 6 6*0 6 6 '• ••• t: • 8) Operation Force Test,per ASTM D 225642(VO08)Wd p£f FBG 24113.2.1,TAS 202-94 o..' 6 Gee along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5338 and FTL-5475, dated 01/17/08 and 1.2/20/07 respectively, signed and sealed by Carlos S.Rionda,P.E. �`` (Submitted under previous NOA No.-08-0527,13 and 07-0928.13}-- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14--0923.10 Expiration Date: November 06,2018 Approval Date: February OS,2015 E-1 t 7 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowmm) 3. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per AAiMA 1302.5-76 and per FBC 24113.2.1, TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202--94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 030910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, cosh•Al, •••••• with FBC 2010 and with FBC 5 Edition (2014), prep;%d- by Al,) a ooq •• Corporation,dated 09/09/14,signed and sealed by Javad Ahmad,�'�... .•••:�'.• ....:. 2. (hazing complies with ASTM E1300-9.8/09 : .:.:•• '••' •"i i;•• D. QUALITY ASSURANCE •••••• ••••• 00081800 •••:::••• :•• • :0.8110• . 1. Miami—Dade Department of Regulatory and Economic Resourges ) ;•• •••.: • ..t... E. MATERIAL CERTIFICATIONS • ••:�•:• •••� • 000!!0••• •• to •I0••• 000!0 0 • 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont Dar�oArs & (p.,.)�ije. {!•••; for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,•expirnag orCQj 170, •••• • 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeStUours•&Co.,Inca 0 0 0 0: for their"DuPont Butaeite@ PVB Interlayer"dated 04/11/13;expiring o�j1I>1/16.• • d Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-2 � ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with F13C 5th Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted under NDA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted tender NOA Js No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P.E. .••••. • 0000 ....�. (Submitted under NOA No. 03-0910.02) •• ; •• • 66r6.. • •� • 0000•• G. OTHERS 0000 6 ...�.. • 1. Notice of Acceptance No. 13-0617.28, issued to ES Windom,yLV,*fof thr Series..=i t 9. 2000/2050 Aluminum Horizontal Sliding Window-L.M.Is,•aV6p;gygd on DVII%13 g 6•,;..9 and expiring on 11/06/18. 0.0;;;0.' '.•.; ..t... 6.6. . •. 9.6.9 • .0000• • . .• 6.6.6.6 6 •.6 . • •6914•.e• 66 •9 0 •1100. 0..00•• • • 9 • 0000..• • . {16.9• • ••• • . 966 1• • • • • •• • 0.096• •966 V, • • 0 . . • • • 0000•• 9• • i Jaime D.Gascon,P.E. a Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 i 4lu WINDOW WIDTH ` 1 MAX AT ST ANCHOR 11w O AT SHEILE ENDS £At MAX Se�. FOUR�2&3 I4�l I F , 5^ a HD / _ FALSE MUNTINS b`O A - (SURFACE APPLIED) i �� f-`�� MAY BE USED G5'i --r----�r II I I I 1 1 o n i i I 1 i --rr----SII'.=- 8 II m 33 1/2" 33 3/8" D.L.OPO. D.L.OM D.L.OPC, 37 5/8" 37 5/8" Q ip• VENT WIDTH VENT WIDTH 0 TYPICAL ELEVATION g� O$M g THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Lj�4 o SERIES-2000/2050 ALUM HORIZ SLIDING `INDOi9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. e APPROVAL APPLIES TO SINGLE-UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. v, a a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO C*PLY WITH IBE• • • • • • • Tt g REQUIREMENTS OF THE FLORIDA BUUING CODE INCLU0DM HIGH • •• • • ••• LAMINATED GLASS• • HURRICANE ZONE (HVHZ). •••••••••.••• •e• ••• cc W • 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPEt2CY•'TO TRASFER ••• ••••••••• + • LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. • •• • • • • ••• • ' q • • • • • • • • • Engrr MAD AHMAD ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANOHORS••• •• • • • •• FUL OWL EMBEDMENT TO BASE MATERIAL,SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORIND OR LOADING CONDITIONS NOT SHOWN It•THTiSE NAILS ARE : -0: ••• ••• 1538 NOT PART OF THIS APPROVAL • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF J4HORS`l ft%n%M.Y• ••••s i• ••s• ••• ~O/ L,s��•ZO O MATIERWS INCLUDING BUT NOT LIMITED TO STEEL/~SCR&S,THAT%•• • • N • • • • • • Daib 11 �A t�201Q. drawing no. COME INTO CONTACT MTN OTHER OISSIM M MATERIALS SHALL MW THL• • • • NV03-75 REQUIREMENTS OF THE FLORIDA BLOC. CODE. • •• e • • • • • • PradaU Ca:u+ol ••• • 000 • • • sheet 1 of 8 ••• • • • • ••• • • • •• Go• .• • • • M• M• • • • • • • • • • • • • ••• 9 • 0 009 • 0 1/8"ANN.GLASS 1/8"HEAT STREN•D.CLASS t 1 r� .090'INTERLAYER ,080"INTERLAYER SILICONE SILICONE �� SENTRYGLAS 6('Ol1PONY SENTRYGVB BY'-PoNY DOW CORNING 795/983 DOW CORMNG 798/883 M 1/8"ANN.GLASS t/9 HEAT STREN'0.GLASS z z Z SILICONE Y ' 1 I 1 It I I DOW CORNING 796 DOW CORNING 793 B m 2 1 21 21 o � AT 1/4 POINTS ON LITES � AT 1/4 POINTS ON DIES 4 o WIDER THAN 36' WADER THAN 36" 8/1v LAM. GLASS 7/18" LADS. GLASS a LL� is AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ALT. GLAZING OPTIONS ss WIDER THAN 36' WIDER THAN 36' y GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN BE USED WITH ALL Q GLASS TYPES SHOWN ON THIS SHEET. 118'ANN.GLASS 1/8'HEAT STREWD.GLASS .090'INTERLAYER 080'INTERLAYER i BUTACtT£PVB BY'WPONT' BUTACITE PYB BY'OUPONT' 1/S'ANN.GLASS s/8"HEAT siREN'o.GLASS C4: �+ SILICONE CORNING 79s .0 it SILICONE 79s I,i ,m $ 21 21 g\ N I I 54 Z Vj d N O g v b - --nm 2 8 O A 1/4 POINTS ON UTES AT 1/4 POINTS ON LRES WIDER THAN 36' WIDER THAN 36' GLASS TYPE 'B' GLASS TYPE 'Bl' o Lipa 3/16'ANN.GLASS 5/32'HEAT STREN'D.GLASS 5/32'HEAT STREN'D.GLASS .090'IMERLAYER 080'INTERLAYER .090"INTERLAYER SENTRYGIAS BY'OUPONT' BUTACRE PVB BY'DUPONT' SIDNTRYGLAS BY'DUPONT° till 3/18'ANN.GLASS 1/8"HEAT STREN'D.GLASS 1/8"HEA STREN'D.GLASS SILICONE • ••• E • • •• SILICONE a, " p o ut ui DOW CORNING 793 �� • �� •F DON!CORNING 795 z M • e• • • • •x • • •••••••••gg • 21.1 II I 1 21 •••e•••es O CMI. N 3 PE/7.593 \ 3 a: •• • PRODUCT'REYISED N. o � • •• • r t h o AT 1/4 POINTS ON UTES 04 �• � • Yudra-.9 no. WADER THAN 36" WIDER THAN • • •• ••• ••• WISER TLt3b• C 201 W�3'-75 GLASS TYPE 'C' GLA :YPIC eD' i•• ••• GLASS TYPE E. Produstcanuot sheetl.lof 9 • • ft•• M • • U M M•• • • ••f • • • • • MUM• • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - pSF (XO OR OX SIZES) SERIES 2000/2080 4 Ptr STD.ANCHOR SPACING ADDL ANCHOR %��k �7•,/ STD.MIG.RAIL(FRAMR SILL•.2. 3 At 4) H.D.MTG.RAIL H.D.MO.RAD. SEE DETAILS BELOW FOR EXT(+)LOAD OMGATIONS SEE DETAILS BELOW FOR EXT(+)LOAD L40MMIS (SILL#3&4)* (SILL•3&4)'k'K O GLASS TYPE'At' GLAS4 TYPE'Al` GIA TYPE'A1' GLASS TYPE'Bl' CLASS 7M'BI' I ' GLASS TYPE'A' GLASS TYPE'BI' GLASS TYPE'D' GLASS TYPE'D' GLASS TYPE'IP NiNDOW DIME. A GLASS TYPE'B' GIA55 TYPE'C GLASS TYPE IS, CLAS$TYPE IS, WNTH HEIGHT ocr.(+) wL(-) EXI'.{+) INL(-) r70-4 INT.(-) EXL(+) Exr.(+) 9ar.(-) 6 28-1/2' 3 70.0 80.0 70A 90.0 80.0 80.0 90.0 37' 28' 4 70A --W.-0- l0.0 80.0 80.0 80.0 90.0 53-1/8' (3) 8 70A 80A 70A 80.0 80A 80.6 90.0 Q 74' 8 70.0 80.0 70.0 90.0 80.0 80.0 80.0 C aS28-1/Y 3 70.0 80.0 70.0 90.0 80.0 80.0 90.0 •FSjr��` 3Y -3/8' 4 70.0 80.0 70.0 90.0 70A SD.0 80.0 90A = = gTp _^"G ena STD, MTG RAIL3 � O 53-1/8` (3) 8 704 Bob 704 90.0 70.0 80A 80.0 90.0 - - S-2000 S-�� LL � 74' 8 70.0 80.0 70A 90.0 704 80A 80.0 90A i 28-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 3Y SO-8/B' 4 70.0 80.0 70.0 90A 70.0 80.0 80A 80A - - 53-1/8' (4) 8 70.0 80A 70A 90.0 70.0 80.0 804 90.0 - 74' 8 - - 70,0 90.0 70.0 80.0 80.0 90.0 - - 28"1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 3Y (5) 4 58.9 67.3 70A 90.0 70.0 80.0 80.o 90.0 - - GA 33-1/8' 6 42.6 4&7 70.0 88.6 70.0 Bob 80.0 90.0 74' 8 - - - - - - 75.3 78.3 804 80A 24' 3 70.0 80.0 70A 80A 70.0 80.0 BOA Bob - 38' 24' 4 7" 80.0 70.0 90A 70.0 80.0 80.0 90.0 - - 5 J 48' (2) 8 70A 80.0 70.0 90.0 70.0 80.0 80.0 90.0 80' 8 704 80A 70A 904 70.0 80.0 80A 90.0 - - U V1 Q M` 8 70.0 80A 70A 904 70.0 80.0 80.0 90A 24' 3 70.0 Bob 704 90.0 70.0 804 Bob SOA n M a 36' 4 70.0 SOA 70.0 90.0 70.0 BOA 80.0 90.0 - 49' �3) 6 70.0 BOA 70.0 90.0 70.0 80.0 >•.0 80.0 Bo' 8 704 MID 70.0 Bob 70.0 Sam 80.0 90.0 LT RIMT BA.1 C-4 R 72' 8 70A 80.0 70.0 90.0 70.0 8" B0.0 90.0 - - 95 T2 1LJ� 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - t)1 _ _ O 36' 4 70.0 Bob 70.0 90.0 TOA 80.0 89.0 904 R.D.MTG. RATIS A.D. MTG, RA2a 48' � 8 70A 80.0 70.0 90.0 70.0 80.0 80.0 '90.0 - - S-2000 S-2050 6 70.0 89A 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 8 70.0 80.0 70.0 80.0 70.0 80.0 80.0 904 24' 3 70M 80.0 70.0 90.0 70.0 80.0 80.0 00.0 - PRODUCTRRYISED N77� 38' 4 70A 80.0 704 90.0 70.0 80.0 80.0 90.0 - afeomPl>d%*hbthe Plodd9 0 o 48" 60' 8 54.2 81.9 70A 90.0 70.0 80.0 80.0 Bob Aox�t�mtc9No '� -g�®�� ffi FCi 80' (5) 6 45.1 51.9 70.0 87A 70A 804 80.0 Bob - �"•�� $ 704 78.7 70.0 7&7 8&0 82,7 80,0 90.0 A=NO.OF ANCHORS PER HEAD &SILL 9dePro oat.ontrol ()= NO.OF ANCHORS PER JAMB •• ••• • • • • • •• c NOTE: • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE °c •• BASED ON ASTM E1300-09 3 SEC. GUSTS • •i••ii• • ••� ) W o s • •• • •• •• ••• • • AND FLORIDA BUILDING COMMISSION • •: •:: •• •: _• •• DECLARATORY STATEMENT DCA05--DEC-219 CIVIL •• • •• N Fl` 7088T. '1 *2 • • 013 • • • 04 $ ••• • ••• • • •• s • • o ZO'4 droving no. STD.SILL WTTNOUT RISER STD.SIU.WID1 RISER •t t•HI-RIS!•SILL • RISER••• • RISE SILL WITH RISER W03-75 LIMIT EXT.(+)LOADS To 53.3 PSF LIMIT W'(+)LOADS TO 70.0 90 • LODT E"A WL0 TO 67.5 PIF -LIMIT EXP.(+)LOADS TO 80.0 PSF Sheet 2 Of 9 • •906000 •• • hM••• • • •••••N •• • h•h•• • ••• • • +0 NM: •i • i ••• 0 0 0 ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 i DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 4 M.ANCHOR SPACING ADDL.ANCHOR 'K'K STD.ANCHOR SPACING O j KWW STD.MTG.RAIL(FRAME SHL 01,2.3&4) H.D.MTG.RAD.* H.D.1416.RAIL* FORSEE E1R(�LOAD UWATIONS STD.MTG.RAIL(FRAME SHL-1.2. 3&4) HJ).MTG.RAIL,�7� SEE OETA9S 8£LOW FOR 57IT(+)LOAD UMRADONS (BILL-3&4) (81LL.'3 &4) SEE DETAILS BELOW FOR EXT(+)LOAD URITA1NXiS (SILL•3&4} CLAM TYPE'Al' GLASS TYPE'Al' GLASS TYPE'Al' GLASS TYPE'Al' GLASS TYPE 1111' GLASS TYPE at, GLASS TYPE'Al' CLASS TYPE'111' �' a GLASS TYPE'A GLASS TYPE'111'GLA83 TYPE'C' GLASS TYPE'D' GLASS TYPE b' GIA38 TYPE'A' GLASS TYPE'81' Was TYPE V IL (s g GLA83 TYPE'D' GLASS TYPE'D' 3Ct: DOB DIMS. A OIA88 TYPE$' GLASS TYPE'E' GLASS TYPE'E' WINDOW DIMS. A GLASS TYPE'11' GLASS TYPE'C' GLASS TYPB'E' WINO YADTH HEIGFIT EXL(+) DA.(-) EXL(+) INL(-) E%L(+) W.(-) EXT(+) DR.(-) EXL(+) INL(-) VBDTH HEIGHT EXT'.(+) Mr.(-) ETR.(+) KQ-) ETR.(+) INT.(-) E%L(+} TNT.(-) d �! 74' 9 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 - - 74' 28' B 70.0 80.0 70A 80.0 70.0 80.0 solo 80.0 A0`i a a 108-1/4' (3) 12 70.0 80.0 70.0 90A 70A 80.0 80A 80.0 - - 108-1/4' (3) 11 70.0 80.0 70.0 90.0 70.0 80.0 80.0 no X j ti 111' 12 - - - - - - 80.0 Sao - - 11 Y 12 - - - ^ - solo 8DA ��777 p ggg 74 38-3/8' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 Solo - - 74' 38-3/8' 8 70.0 80.0 70.0 90.0 70.0 SOA 80.0 90.0 O Q q I 108-1/4' (3) 12 70A 80.0 7110 804 70.0 80.0 80.0 80.0 - - 108-5/4' (3) 11 - - 70.0 90.0 70.0 80.0 80.0 Solo Q �. 111' 12 - - - - - - 80.0 90.0 - - 111' 12 - - - - - 80.0 90.0 74' 9 70.0 80.0 70.0 90.0 70.0 80.0 no 90.0 - 74' x-5/8' a _ .- 70.0 80.0 70A SS1A 80.0 90.0 - 106-1/4' 50 4) 12 70.0 80.0 70.0 90A 70.0 80A 80.0 90.0 - - (4) �W 111" (4) 12 - - - - - - - W 74' 9 45.4 St.9 70.0 8DA 70.0 80.0 80.0 904 - _ 74' B - - - - - 80.0 90.0 O 106-1/4' � 12 - - - - - - 77.1 77.1 SOA Solo 72' B 70A BOA 70.0 80.0 70.0 80.0 80.0 Solo .-. 111' (s) 52 - - - - - - 78.3 75.3 80.0 90.0 84' 24" a 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 72" 9 70.0 60.0 70.0 90.0 70.0 804 80.0 90.0 - - 96' (2) 9 704 80.0 70.0 90.0 70.0 80.0 80.0 90.0 84' 24' 9 70.0 80.0 70.0 solo 70.0 Holo �.0 Solo - - 108' 11 70.0 80.0 70A 904 70.0 80.0 80.0 80.0 6 4 96' (2) 9 70.0 80.0 704 90.0 70.0 80.0 80.0 ODA - - 7Y 8 70.0 80.0 7" 00.0 70.0 80.0 80.0 90.0 z 108' 12 70.0 80.0 70.0 90.0 70.0 80.0 90.0 90.0 - - 84' 36' 8 70.0 no 70.0 90.0 70.0 80.0 80.0 904 f3 ' 72' 8 70.0 80.0 70.0 90.0 70.0 80.0 solo Solo - - 96' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 O! U raa 84' 38' 8 704 80.0 70A Solo 70.0 SOA 80.0 solo - - 108' 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 0 m 98' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 8 70.0 solo 70.0 90.0 70.0 80.0 solo 90.0 = I08" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 Q m 72' 9 70.0 80.0 70.0 90.0 70.0 so.* 80.0 90.0 - - 88' (al 9 - - - - - 80.0 90.0 N r1 84' 48' 9 70.0 no 70.0 90.0 70.0 80.0 80.0 Solo - - 72' B0'(5) a - - 70.0 90.0 70.0 no 80.0 90.0 $^"'a 98' (4) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 - - \ Z� m 106' tz Tao 80.0 70.0 90.0 70.0 80.0 80.0 80.0 - _ A- NO.OF ANCHORS PER HEAD&SIU. z u� () = NO.OF ANCHORS PER JAMB o A R 72' 9 84.2 81.9 70.0 Solo 70A 80.0 80.0 90.0 - - (1/4W) (1/2W) (5/4W) N N c� 94' 60' 9 47.8 54.4 70.0 90.0 70.0 no no 90A - - i LtJ in T F 98' (5) 8 - 70.0 83.8 T0.0 80.0 80.0 86.2 Holo 80.0 6 6• 4 4- 108" O 108" 12 - 70.0 78.7 70.0 78.7 80.0 62.7 solo 90.0 A= NO. OF ANCHORS PER HEAD&SILL () = N0.OF ANCHORS PER JAMB 5 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH z i 81D_Mfl1,HAI ts STD,MTC.RALE PP.ODUCFREVISBD S-2004 a-2050 a 2'�'C3fip OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH A4ieoil Coallat BA NOTE: c o a •. ••• • • • • .. GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • EASED ON ASTM E1300-09 (3 SEC. GUSTS) o W =z • • •• •• s AND FLORIDA BUILDING COMMISSION ` DECLARATORY STATEMENT DCA05-DEC-219 0 so Engr:jou im N T 't0 nOABL N Y333 a a n FTA. N.f om 38 N 35 '1 02 •• x•43 • .•O4 •• • • • • • • ALTOWE o • • • T°a&G&I drawing no. • • • . . 5 W03-75 ... . ... . . . /� 2014 SID.SILL WITHOUT RISER STC.SILL WITH RISER HI-RISE Su WITHOUT RESER HI-RISE SILL WITH RISER CT U60T EXT.(+)LOADS TO 53.3 PSF LIMIT EXL(+)LOADS TO 70.0 PSF UMIT EXT.(+)LOADS TO 68.7 PSF LIMIT EXT.(+)LOADS TO 80.0 PSF B.D.MTC.sans H4.MTC_RAILS afieet 3 of 9 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS SEE ELEV.FOR SPACING STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM M yBY AND TRANSFER THEM TO THE BUILDING STRUCTURE. ] ; W000 BUpC d e Ed d•a ~. i tMNMI—DADS COUNTY APPROVED o d jMULLION&MULLION ANCHORS I� TYPICAL ANCHORS: SEE ELEV.FOR SPACING p, ' a ", *a d." I ISEE SEPARATE NOA I t e• Ed �1 II 3 4 OU1. UL ON BY ELCO (Fu-177 KSI Fy=155 KSI : • - -"•�''-�'" INTO 26Y WOOD BUCKS OR WOOD STRUCTURES L------ ---_____% 1-1/2" MIN. PENETRATION INTO WOOD �,a c THRU 1BY BUCKS INTO CONC. OR MASONRY 8 n ® 17 s 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 DIRECTLY INTO CONC. OR MASONRY 8.3 p 7 - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ICj8q 9 ' TYPICAL ANCHORS STYPIICAL ANCHORS 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U. tg rc FOR SPRING FORE ELEV. SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8� 0 �$ INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy= 36 KSI MIN.) o ALUMINUM : 1/8"THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d Ed = ANCHOR EDGE DISTANCE m INTO CONCRETE AND MASONRY= 2-1/2" MIN. z INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. U x J O WOOD AT HEAD,SILL OR JAMBS SO - 0.55 MIN. _ o o CONCRETE AT HEAD,SILL OR JAMBS Ye a 3000 PSI MPI. o14 G-90 HOLLOW/FILLED BLOCK AT JAMBS fm2000 PSI MW. 30 Of li c N W SEALANTS: 3 z I FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL Ul C-4 .. - SEALED WITH WHITE/ALUMINUM COLORED SILICONE. laj c WEEPHOLES: W7 = 1-13/16" X 1/4"WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE 7 D 11 W2 = 1/4"WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END 9 €fig a PRODUCT RBVISBD c ascompi tngwlUTdroPtwida w m i4 BaHdlagOadeNo qz .n $ 6 25 y�.1i O m S M A 1y�i7YPam� 2f1t o \ f� M 2 U N o•i • • .ri:=iti •• _; ME adept uciCbnno m c g d to y 1 : �; •• — ``` — SERIES-2000 18 ' 2 ' ' ; e 0 ' SERIES-2050 4. . Enr.aAYAD MiIACMLu • ..,. .. $ ' FIA PE 170592 C N.7535 *ee Ed WOOD BUCK 0 •• • • • • • • • � drawing �. ~wT �p pq apHO t•• •• c•• ••• 1'YPICAI.S QRS ••.�_ Ed _I c FOR SPACING c W03-75 sheat 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ITEM PART/ QUANITI'Y DE8CR6�TION MATERIAL MAN?./SUPPLIER/RRMAIW SEE ELEVS.FORJSPACING.b 1 ES1003 1 FRAME HEAD 6063-TS - n I fr------------_"_--_i� 2 ES2001 1 STD.FRAME SILL 8083-TB - IMIAMI-DAOE COUNTY APPROVED I 2A ES2012 1 FB-RISE FRAME SILL 8083-TB - Z� $ a (!MULLION&MULLION ANCHORS 11 -I a' °•° "ANSEE SEPARATE NOA 13 M2003 1 FRAME JAMB 6063-T8 Ed ,°. I Ed 1 5 61005 1/VENT FD"RAR.(S-2000) 6083-TB - 5.1 ESIO51 1/VENT FIXED RWL(S-2050) 6083-76 - I� 18 ---•------ ---------- ---------_-_______-_- 6 Es1oo4 1/VENT STD.VENT MEETING RAI.(S-200G) 6063-Ta - Y 8A ES2004 1/VENT H.D.VENT MEERNG RAIL(S-2000) 6063-T6 C yQ v 6.1 ES1052 1/VENT STO.VENT MEETMG RAR(S-2050) B063-T6 - n 6X1 E51053 1/VENT H.D.VENT MEOW RAI.(S-2050) 6063-T6 Tj 68 ES-2004A 1/VENT H.O.VENT MEETING RAI.(S-2050) 6063-T8 ALTERNATE TO 6A ALT. 68.1 ES-1053A i/VENT H.O.VEIN MEETING RAIL(S-2080) 6063-76 ALTERNATE TO 6X1 o S Q 7 ES1007 2/VENT TOP AND BOTTOM RAI. 6083-T5 - PSEIW. L ANCHORS a ESIC06 I/VENT JAMB STILE 6063-TS - 3 LEV. FOR SPACING 9 ES106B AS RM. GLAZING BEAD 8083-75 - -- 9A ESI 103 AS REOD. SQUARE GLAZING BEAD(5/16'GLASS) 6063-75 - 98 E51017 AS REOD. SQUARE GLAZING BEAD(7/18'GIM) 8063-T5 - O 10 ES2002 1 SILL TRACK INSERT 0083-T5 - 1I ES2011 AS REGO. STD.SILL RISER 6083-•T5 12 61009 2/VENT SPRING LOADED VENT LATCH 8083-T8 AT 8'FROM ENDS 12A SL203 2/VENT SWEEP LATCH ZAMAx AT 11•FROM ENDS,BY INTERLOCK ' 128 /a x i' 2/LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS z d. 13 ES1012 1/LATCH VENT LATCH SPRING ST.STEEL - ----- �' 4 14 C18251N AS READ. FORA FILLED FABRIC YPSTRIPPMG - SCI.EGEI. JV.q 15 g6% Y AS REQD, FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 18 1 #8 X 3' 2/VENT FIX.RAIL SILL SCREWS(STD.SIU.END) CRS P.H.-SMS Q 16A #10 X 4' 2/VENT FIX.RAR SILL SCREWS(M-RISE SILL END) _CRS P.H.SMS _ 17 W2321!NO AS READ. VENT&FIX.RAR W'SFRIPNNG ULiRAFAB4 0 P 18 W2329ING AS READ. FRAME JAMB W'STRIPPMG - ULTAAFAB Z 19 VIPHL.-100 2 BAFFLE.AT 3'FROM EACH END - M&M PLASTICS 3 Z m^ 20 #8 x 1/2' 2/BAFFLE BAFFLE SCREW - F.H.SMS + O 21 6IOIO; AS READ. GLAZING WEDGE SC(?PVC DUROMEIER 70 SHORE'A' W h �•} 21.1 EM13 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE'A' 21A 27-425 AS READ. GLAZING GASKET EPQM OUROMETER 60 SHORE'A 22 62007 4/VENT ROLLER HOUSING&GUILE PLASTIC - 8 23 ES2006 2/VENT ROLLER BRASS/SL Sr. - 24 62005' 2/VENT ROLLER PIN ST.STEEL - pp 25 - 1/WEEP OPEN CELL FOAM PAD - 1 X 3/4'% 1'LONG C g 4 26 - 1/VENT 5/16'BOX SCREEN - OPTIONAL 12 27 61505 - FLUSH FRAME ADAPTER eo63-T5 OPTIONAL c 28 27-372 2/LITE SETING BLOCK. 7/16•X 3/16^X 3-1/2'LONG EPOM DUROMETER 75t5 SHORE A TA ALT. q-, ,p • • •• • • • • • d �,z eqr.4AVAO MANN 1 0 CML • HA.PE 76582 PRODUC RIUMBD L 3538 .D • • • • • • • • • asoompiy(ugKYld+UleF[mide • BnDamB006 23,10 TYPICAL ANCHORS •• • • • • • • • • AcoeplenwN( L [- O SEE ELEV.FOR SPACING• •• • • • • • • • Ito 2a� dT6Vdng no. 4PTodusl nvol CT 2014 W03-75 sheet 5 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /a-MAX VENT WIDTH o �y.V 4Y i SH141 © 12 D.L.0. O 1/4•MWHEAVY DUTY � 13 sm. Sfw aA 3 0 18 �---y o,.W000 BUCK STRUCTUREo - - - _ ,7 _ - A G 1E. vQ �{ 89 - - - --- - '' TYPICAL ANCHORSnE---a SCREEN OPT. ----- - - 1n. 0 o FOR SPACING 8 0 4 W a 3 5 N.2jp�- EXTERIOR - WINGOw WIDTH t7 npICAL ANCHORS XO LAYOUT - - SEE ELEV.FOR SPACING OX OPPOSITE I S � o C VENT Wwm 1/4"SHIM MAX 13 D VENT WIDTH 1/4'MAX. m SHIMS 3 lay 3Q�m WOOD 18 6 WGGO BUCK N �. RE Z� � Wn 'Z Eli iV 7 g 8 9 - b > TYPICAL ANCHORS �----SCREEN 6PT --� - �__ SEE ELEV. SCREEN OPT.----� FOR SPACING .dot. s EXTERIOR z WINOOIY WIDTH � XOR LAYOUT PRODUCT ft gimids o HuRd 1/4"MAX.. O SICAL ANCHORS AWPI MIAMI-DADS COUNTY SEE ELEV.FOR SPACING SHIMS ALT. APPROVED MULLION c m < •• ••• • • • • •M SW&R1TE NOA q�pT o • •• • • • • ••• • i i SERIES-2000 • • • • • • • I 1 VENTS WITH SPRING LOADED IATCHES •• ••• •• • • • •• I 11 Engr:JAVAD AHMAO T ^.aI PFF CAM FLA. 333 • �' RA.PE 170592 ___ oLt •• ••• • ••• HT, 11TYPICAL ANCHOFIS 5E ELEV ACI1G j1 ---�'•��---- •900 •• • • • 2d drawing no. TBNDOW WIDTH ,•�, WIDOW YnoTH W03-75 sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'MAX. VENT WIDTH © SHIM 1 O D.L.O. O BAi HEAVY DUTY STD. SHkfS 3 L a WOOD BUCK METAL STRUCTURE --- - 17 2 h 17 0 W --s—SCREEN a GPT. ------ ', C o -_ _ __ TYPICAL.ANCHORS Q SEE ELEV. g o •;5 a' FOR SPACING 88.1 3 EXTERIOR WINDOW WIDTH o TYPICAL ANCHORS XO LYOLTT 17 =° SEE a".FOR SPACING OX OPPOSTfE o � e m © VENT WIDTH � �+ 1/4'SHIM VENC VaTM JV m MAX. 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MEE FRAME JAMB TING RAIL N� © SEMES-tow �• SERIES-2050 O Q 2.181 Ll 2.113 B9 .078 088 1.679 .894+1 $ .078 3.437 2.816 ceo $ 1.212S82 1.212 L2" � joil 082 •S00 .� .082 1.250 1.250 m d d 2.330 SERIES-2000 SERIES-2050 • • ••• • • • • • FIXED RAIL FIXED RAIL °'a x.os 3.1 C ® H!-RISE FRAME SILL It SILL RISE• •• • • • • ••• •• .328 f� 224 • • • •• Eqr.JAS AO N "ice I r• FIA.PE 92 .}` .280 .Sh3 • ••• • ••• • • PRODUICf RO MED 135238.312 • • - • • • • • mIM8tisO t0 SILL TRACK GLAZING WEDGEo# WO'.5-75 SCALE 1:1 sheet $of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �IrV � 16 1s 's 0 J n a Q� OC e Lj FRAME TOP CORNER 0 T a �Y U� VENT TOP/801TOM CORNERS 15 go a�� op!") Z� m NN�R Ngo O i 1122 2 00 00: c v [40 • • •• i • • FRAME BOTTOM CORNER a n x 0 00 Engr.JAVAD NQdM1U � r tAM0. FIA,PE!7382 • •.• • •.• • . CAN.J838 • • • • . • • rxoInacwe nucrusvtsao e�complylog�rdh qie Pladda • •i • • • • • � Z8 drawing no. .•• • ••• • n= MTC. 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