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HomeMy WebLinkAboutProduct Approval MIAMI•GADE MIAMI-DADE 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 TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 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 "605 Reinforced"Aluminum Single Hung Window-L.M.T. APPROVAL DOCUMENT:Drawing No.W06-34,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)",sheets 1 through 7 of 7, dated 04/24/06,with revision F dated 04/01/15,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. ISSILE IMPACTRATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, 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, 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 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 NOA# 12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0611.06 mmmmADE COUNTY Expiration Date: July 05,2017 f Approval Date: September 03,2015 R13�1 Page 1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06,with revision F dated 04/01/15,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 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-5439,dated 12/10/07 and FTL-5742, dated 01/21/09, both signed and sealed by Michael S. Wenzel,P.E. (Submitted under NOA#09-0604.24) 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 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, 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-3975,dated 10/22/03,FTL-3755, dated 03/24/03 and FTL-4514, dated 01/25/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 07-0404.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Certified Testing Laboratories,Test Report No. CTLA-416W,dated 04/11/00,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA# 07-0404.04) Manuel ere ,P.E. Product Contr miner NOA No. 15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E- 1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with IBC-51' Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporation, signed and scaled 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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windows LLC for their Series "605"Single Hung Aluminum Window(reinforced), approved on 05/03/12 and expiring on 07/05/17. Manuel ez, .E. Product Contro Exa finer NOA No.1 11.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 53 1/8' 53 1/8' �� WINDOW WIDTH WINDOW WIDTH 48 1/4' 48 1/4" r+�-- m D.L. OPG W. (FIXED) O.L. OPG.W. (FIXED) Q W FALSE MUNTINSFALSE MUNTINS (SURFACE APPLIED) 21"MO. mv� 21'MAX. m Q it APPLIED) MAY BE USED A HEADjSill I � MAY BE USED }\) i HEAD/SILL z � p 17'd n u I n II I v� u u u n O owl -- f_ ------ a —_- —f— - o -=i{-- it---__ I � o I _�=-II Ir i 0 4 a " -- I ro m 3-.: ii ii I ii ii v ci 1Y 7t q iv ( 4 II I 3o 0 d II i• II n o /. II \ = Go LL �i Ia ii I CI v1 _j z L: a� 3Om AX5 1/2'M . V0a_O ^, 47 3/4HEADSRLN' CORERS HEAD/SRL E ZZ D.L. OPO. (VENT} 47 3/4' CORNERS `$�3: Z Q uWi iTHESE WINDOWS ARE RATED FOR LARGE&�MISSILE - II D.L. OPG. (VENT) (SHUTTERS ARE NOT REQUIRED. 50 !/8' '�d VENT WIDTH 50 1/8" SERIES 605 ALU v�fINUM SINGLE HUNG WIINDOjV VENT WIDTH ^� TYPICAL ELEVATION TYPICAL ELEVATION � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TY �� - CHARTS SHOWN ON SHEET 2. EQUAL LITES WITH OPTIONAL FIN _ (SEE DESIGN CAPACITY CHART} EQUAL LITES ^ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) c $ COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER ° WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING b E MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. A S A LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875" g g WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" c o 0 0$= THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE M= REpUIREMENTS OF INE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a L$ARGE :NATED GLASS ,- - s g HURRICANE ZONE (HVHZ). M, GLASS 10Y OR 28Y WOOD CK SSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS E uVAO AHMAO I '1 0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. "4`' CM14L PR.ODUCTRMSED ! 5 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAIFIA.PE z u; 11cdi gCoswirA Nr,1 Florida i NOT PART OF THIS APPROVAL. •s5se Aciclepnm No jrj-O(o)l.0 „ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. rauoe1 �7 b ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 0 2 201! ML drawing no. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT WQ6-34 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - VSF GLASS TYPES(WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE'C' V &V GLASS TYPE'F' LASS TYPE 'G' LASS TYPE'H'GLASS TYPE '1'GLASS TYPE WINDOW DIMS. 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"0 0'0 go' 1*0 C�o EO' 72.- 70.0 _iO D 61.0 61.0 80.0 BOO 60.0 80.0 80.0 80.0 80.0 30' 80.0 1150 42 (7) BOB 80.0 80.0 go I (a) 60.0 80, 6)10 61.0 8010 _80.0 80o 0 80.0 80.0 H.- NO, IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB 54" sto 79.1 79,1 79.1 79�1 76.8 7&8 784 7a.4 ENr.JAY AD AHMAD FILODUCT REVISED 24" 70.0 70.0 61.0 61.0 80.0 80.0 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Com- go nA,PE '502 as c-*yirkg with VIM Had& 30' 70.0 700 610 610 80k Bob 80.0 80.0 80.0 80.0 8o,0 0 so. 80.0 80.0 l*nL Building 84" Acccptunce No 36" go 0 61.0 si.0 - BOO 1 80.0 80.0 60.0 80110 80.0 80.0 OT 61.0 __ __ - 17 N E: - n.- . 42' 61.0 - 80.0 T so-O wo Boo 1 80.0 80.0 '0 -g9o- CLASS CAPACITIES ON THIS SHEET ARE EP 0 2 20 5.�yy r-_,,1__ SBO 1 80.0 80.0 20-0 '0'0 BASED ON ASTM E1300-09 (3 SEC. GUSTS Dluk�: T i idrowing no. NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION LW�-�34 DECLARATORY STATEMENT DCA05-DEC-219 1z 0 I/$'ANN. GLASS 3/16"ANN. CLASS 3/16-ANN GLASS 3/16-HEAT STREN'D GLASS .120'Interlayer .120*Intedoyia, .090*Interlayer .120'Interloyer Uvakol S Uvekol S {--Saflex Clear And Color Glass By'Allnex USA.Inc.* By'Aline.USA. In..* V-Uvekol S 0 u By 'Eastman Chemical Co.' By'Aline. USA, nc.' 1/8-ANN. GLASS 3/16-ANN CLASS 3/16-ANN. GLASS .3/16-HEAT STREN'D GLASS (�" SILICONE SIUCONE SILICONE SILICONE DOW CORNING 995 9 9 DOW CORNING 995 2! 2! DOW CORNING 995 i i\ DOW CORNING 995 r 11 A jWArn w asto V) D DI WIDER THAN 36"ONLY AT I/ POINTS ON LITES AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LTrES T 1/4 POINTS ON VIES 10 WIDER 36'ONLY WIDER THAN M'ONLY WIDER THAN 36'ONLY 33 A so G�YPEIEIC --TJEE--'D GLASS TYPE GLASS RJIA�Ssp �v z C81 On Ir 1/8'ANN.GLASS /8-TEMP, GLASS LZI,CTi u' 1/8'ANN, GLASS 1/ff'HEAT STREN'D GLASS 1/4-AIR SPACE /4-AIR SPACE wllj 1/8- ANN.GLASS 1/8"HEAT STREN'D CLASS 3: 0�? -.090, Interlayer .09W mtedy., 'a Saflex Clear And Color Glass Saflex Clear And Colo,Gloss .090' Interloyer .090'Interlayer 191 By 'Eastman Chemical Co.' Ely Totrrwr�Chemical Co! �Sofiex Clear And Color Gloss Saflex Clear And Color Class By'Eastman Chemical Co.' By Eastman Chemical Co.' ,-1/8-HEAT STREN'D CLASS 1/8'ANN. CLASS 1/8-HEAT STREN'D GLASS 6 �1/8*ANN.GLASS SILICONE SILICONE SILICONE SILICONE li` OF RGS7700 OE RGS7700 GE RGS7700 GE RGS7700 t z co 7 '/' ­ """' ' 16 a 090*Inte S,ll�x Clear A Ely'Eastman j/. H SILICONE GE- 0 R And Chemical T NE C m 7 Color I S RGS7700"o 0 I 98 -,a C 0 T AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES 0- I'.THAN 3 WIDER THAN 36*ONLY WIDER THAN 35"ONLY 33 AT 1/4 POINTS ALL SIZES 3 AT 1/4 POINTS ALL SIZES 0 : I h ;Iill I 9c GLASS TYPF, GLASS n�PF..=1J' TYPE 0. G�� GLASS ME-IL' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL Engn JAVAD AHVAO PRODUCTREVISED MISSILE IMPACT AREAS. rML as complying with she Florida FLA- "i '170592 Building Code GLAZING OPTIONS &38 Acceptauct No Lit j By E` 2 2015 rdo.I.q I-W0-6–3 4 sheet-3�& 7 TYPICAL ANCHORS ILLUSTRATIVE DTLS-ONLY TYPICAL ANCHORS SEE ELEV, FOR SPACING EXT.OR NOT m. INT. HFINISHES SEE ELEV.FOR SPACING i9 1HY METAL MIAMI-DAQE COUNTY APPROVED m .CONCRETE WOOD STRUCTURE MULLION&MULtON ANCHORS i SEE SEPARATE NOA Z qqq�q n °EDGE DIS4� EDGE DIST. EO DIST. EDGE DIST. • -° DIST. -4 a O p A = TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING 'i I FOR EESPACi WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS a uI m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ; AND TRANSFER THEM TO THE BUILDING STRUCTURE. �.x sl 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING CON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksl) u 4 INTU BY U m 11d OPTIONAL TO Ii !! OPTIONAL TO 11 jl 23 15 SPRING LATCH �! it 3 15 SPRING LATCH 1-1f2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) REINFORCING .! 12 REINFORCING -! ! 12 THRU 1 BY BUCKS INTO CONC. OR MASONRY OPTIONS OPTIONS rn SEE SHEET 2 i-i SEE SHEET 2 T- Y 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) C4 ro "i' 5 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) = o 10 DIRECTLY INTO CONC. OR MASONRY �Q' U a J 4 REINFORCINREINFORCING a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N J �� G vI a oPnorls opnoNs 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) =z o 0 �7 SEE SHEET 2 SEE SHEET 2 z y! V j14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p p m INTO METAL STRUCTURES v O W i I if # i ii i! STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) CL i o o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) d (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Mn a kr i d I d_1.2 SMS OR SFIF DRILLING SCREWS (GRADE 2 CRS) c a INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") jl jI (NO SHIM SPACE) 0 0 1 C o TYPICAL EDGE 01STANCE c 5 INTO CONCRETE AND MASONRY = 2" MIN. o g q o INTO WOOD STRUCTURE = 1" MIN. _ 5g INTO METAL STRUCTURE = 3/4" MIN. m 4 i 2 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. I CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. © i l:J C C-60 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. vi e wi t l=� ! p°�ooNmo w2 I t t if WEEPHOLES: 0 m W I y W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEC c — FLY—] W2 - 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG En9 r'JA AD A14" CIVIL PRODUCT RHVISECI P " e I�TERNATE-FRAME Sl<T• FLA.PE!70592 �e wroplyina with IW Florid. EDGE C.A. 7539 Buil Pn�gtCode 15'061!.0 a e EDGE DIST ` Di A�" ¢ .8 TYPICAL ANCHORS Ira Data �j'J $ .y a TYPICAL ANCHORS SEE ELEV,FOR SPACING gy I CONCRETE a SEE ELEV. FOR SPACING S 02,201 drawing no. FRAME WITH FIK OPTION W06-3¢ (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) sheet 4 of 7 I VENT WIDTH ITEM PART f QTY. DESCRIPTION MATERIAL MANF./SUPPUER/REMARK9 1/4'MAA- 1 GW-36763 1 FRAME HEAD 6083-T6 - D.L. OPG. 6063-T6 - --_ ----- SHIMS 2 CW-77731 1 FRAME SILL(4'HIGH) o 2A BA-3608 1 FRAME SILL(3'HIGH) 6063-TB - Z J 1/4'MAX. _ _ __ _ SHIM 8 13 16 18 TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMB 6063-T6 - 0 rSEE FOR SP CWG 4 GW-36708 1 MEETING RAIL 8083-T8 - METAL 7 19 5 GW-38885 1 VENT TOP RAIL 6063-T6 - (L � o STRUCTURE 6 GW-37730 1 VENT BOTTOM RAIL(4'SILL) 6063-T6 - a 8A GW-37559 1 VENT BOTTOM RAL(3'SILL) 6063-T8 �p _ LL 7 GW-71134 2 VENT JAMB STILE---- 8081-T8 Q G r °. --6 _ GW-3i470 2 VENTSTOP 6083-T5 TYPICAL ANCHORS 9 19-56 4/VEKT GLAZING BEAD ANGLE 6063-75 - _ __ C SEE ELEV. _ e o 9A TM-123 4/VENT GLAZING BEAD 6083-TS - FOR SPACING B = _ _ _ p---3.042 F--1.425�i .125_1 I I 50.500 .438 � _f.062 �m�I �� -... 2.500 O9 .500_�� Z 3 1.550 .062 847 .062 1.500 .062 �I 1.000 F- 28 z 1.069 L3.719 1.000 �� n a t-I a 1.092 E-1 0 �.8zz 1.4os 3.166 1.030 .530 .500 28 250 J1 yA 0 u Q FRAME HEAD E,2.375 9zs04511:405 3.os7 MTC, RAIL REINFORCINGS MTG. RAIL REINFORCINGS <o 1 1.000 r 2s FRAME JAMB NAIL FIN (HEAD) STEEL ALUMINUM I U 3.3401L7d 1.000 1.250 .385 44 2 d .93B-I .040rr a F 1.668 .052 2!� .062 .062-12.190 1.187 -� 1.188 .868 6 .562 -- 125 0 25 32 1.375 2.500 3 n O TOP RAIL REINFORCING TOP RAIL REINFORCING 4 FIXED MEETING RAIL VENT STOP 26 NAIL FIN (JAMB) STEEL ALUMINUM 90 1.375 zJW i 9C 540 •0Q .500 � J Z f �-;2 O 1.324 z N W C) .052 s o W 1.75 1.374 .062 999 •923---111 O m 2.250 .90 n > .062 3.277 1.214 1.389 Z Q 2.500 GLAZING BEADS 3 .888 g o(L 1.000 O OS VENT 70P RAIL O SASH SIDE RAIL Jo NAIL FIN (SILL) ® LATCH LOCK $o 3i 2.202 0 3.245 p m1 ON r -.9971 trExpimtf- 2 3.245 y a u U m�i� ��g .062 n3.812 .062 4.312 `4.347 2.830 3. 3.359062 _ En�*VAD CMLµ �DUCTRFVISFD.684 .684 F C.AN 16592 Rudd nnxwtth U.Floridai_ A...plma No/5'0 �� 4 Data t ul L-3.141 B9 drawing no. �- 1.375 2 2015 Nu Pmdmt O FRAME SILLS W06-34 Os VENT BOTTOM RAILS O NOTE: EITHER SILL CAN BE USED sheet 6 of 7 L m L N n� C!` ZP13S N O 7i o0 S O �s m o. Df-24-06 revisions: gKIE'S 605 ALUMINUM SINGLE HUNG WDW. (LM.I.) AL-FAROOQ CORPORATION a a mil esc ionREV.PER BCCO CDUMENIS ENGINEERS 7 PRODUCT DEVELOPMENT TM Windows, LLC. az3ssw.e7Aveuss s RE—.a ..ADD. 1543 N. POWERLINE ROAD MIAIWI,FLORIDA33174 PDATED FOR 2007 F9C POMPANO BEACH, 1. 33069 TEL(9os)264GIM FAX.(305)262-6978 C`ND CN GE THb SHEETHo cH,wcE THb SHEET TEL(954) 781-4430 FAX. (954) 781-3595 COMP—ANL\WO6-34TMW I' MIAMF MIAMI DARE COUNTY PRODUCT CON'T'ROL SECTION DEPARTMENT OF REGULATORY ANIS ECONOMIC RESOURCES(RI R) 11905 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) vDyyr.�aiamiaAde.$ovleconomv AWP Windows and Doors,LLC 8130 NW 74's Avenue Medley,FL 33166 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). t This NOA shall not be valid after the expiration date stated below.The Masi-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 Miatni-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. ESCRIPIT_ON:Clipped,�Extruded Aluminum Tube Mullion-L.Ni, APPROVAL D+� Drwing. o. M9S-06A,titled"Aluminum TubeMullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G dated 0$128/15, 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 ex iration date b the Miami Dade County Product Control Section. SSILE IMPACT RATING:Large and Small Missile Impact Resfetaa LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. TERMINATION of this NOA will occur after the expiration date or if them;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 ofNOA. 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 jab site at the request of the Building Official. This NOA revises and renews NOA No. 11-1213.07 and consists of this page 1 and evidence pages E-1 and F-2,as well as approval document mentioned above. . The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1S-0818.06 Expiration Date: December 24,2021 jrQ)1� Approval Date: February 25,2016 j ( Page AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. .DRAWINGS 1. .Manufacturer's die drawings and sections. (Submitted under.NOA'sNo. 11-1213.07, 02-022701 and.95-8315.119) 2. Drawing No. M95-06A, titled "Aluminum Tube Mullions" sheets I through 6 of 6, dated 11120/95, with revision G, dated 0$128/15,prepared by Al Farooq Corporation,. signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along .with marked-up drawings and installation diagram of 2 mulled fixed frame windows, 0-0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600,dated 08130111,signed and sealed by Marlin D. Brinson,P.E. (Submitted underprevious NOA No. 11-1213,07) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind.Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 3 mulled fixed frame windows, 0-010 configuration, prepared by Fenestration 'resting Laboratory, Inc., 'fest Report No. FTL-3284, dated 02101102, signed and sealed by Luis Antonio Figueredo,P.E. (Submitter)under NOA No. 02-0227 01) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI4297, dated 09121195, signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under NOA No. 95-051S.09) C. CALCULATIONS: L Anchor verification calculations and structural analysis, complying with FBC P Edition(2014),prepared by Al-I+arooq Corporation,dated 14108115,signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. IYlanueI 1P.E. Product Contr Ex finer NOA No. 1$.06 Expiration Dote: December 24,2021 Approval Date: February 25,2016 E-1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUB, 1 M F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50 Edition (2014), and of no financial interest,dated October 2,2015,issued by Al-Famal Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20114, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 11-1213.07, elated 04120115, signed by Mr. Kevin Barrett, Chief Financial Officer,AWP Windows and Doors,LLC. 4. Statement letter for Name Change Request dated 04/20/15, issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. S. Laboratory compliance letters for Test Report No. FTL-6600,dated 08/30/11, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1213.07) 6. Laboratory compliance letters for Test Report No. FTL 3284, dated 02/01102, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo,P.E. (Submitted tinder NOA No. 02-0227 01) 7. Laboratory compliance letters for Test Report No. FTL-1297,dated 09/21195, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 95-0315.09) G. OTHERS 1. Notice of Acceptance No. 11-1213.07, issued to Trulite 'Window & Door Solutions, LLC for their Clipped, Extruded Aluminum Tule Mullion — L.M.I., approved on 02/02112 and expiring on 12/24/16. 19 4CLEA"co Manuel P E. Product Control xa iner NOA No, 18.06 Expiration Date: December 24,2021 Approvai Date: February 25,2016 E-2 .750 1.625 L719 �� 'j ' 2.259 2.zaQ s TYPICAL GLAZING PRODUCTLLj I ��J29 LLLL Lns--l,::oao� r Iz96 —+ao9—� Lm FNbaIE �. !!i?k' ' {`!E.-65)t�oas-- ) ►�U�.M c `^'"^••^'^""�"" (w.TO ANGLES) (ALT.T9 AHQLES). lulx NsIAL+ CUT To pr siRlc INro iaKuorsee ca TO m 1 CUP 6.090 Y2 .729�.. -..T.ryB-._._� U.....__.:__...... a _.....2000 39(NO 4.M#i �2.�.. ALL TUNE MITLLONS TO BE ALLOY 5063-Tfi. a25.. - .125 1 e'S L613 1.623 MULLIONS CONTAINING TYPICAL-GLAZING PRODUCT I J � HQRIZ0tjTAL OR YE TR (CAL Q SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING NO MULLION_CLI (a9Ba-T3) MULLION CLI E (bona-m) CUPLENGTHS MUST BE CUT TO FR SNUG CUP LENGTHS MUST B£CUT TO FIT SNUG ONTO TUBE MIA.I.ItNiS. INTO TRUE MULUF3NS. (NO Sip£FASTENERS READ.) (NO SUE FASTENERS REQCJ Z Z 3 ......... _......_....................................._._......_..___. I j $ .�._.._...- .125 ,R><c7ANGut_AQ ALUMINUM TUBE M(Lt IONS R MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. QR�EO=D"�T-S HAS BEEN DESIGNED AND TESTED TO COMPLY WITH MINE ANO GAIN Lg USED vAPFH ALL MIAMI-DACIE COUNTY APPROVED, OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IMPACT AND NON-IMPACT RE:SISTANNT PRODUCTS.E (#M1,NZ).1AZiMG PR 7S USED DARN THESE MUH,UONS MUST MEET TRE APPLICABLE BUILDING CODE REQUIREMENTSLES WINO LOAD, WATER ? INSTRUCTIONS: INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. WOOD BVOK$BY OTHERS,MUST BE ANCHORED PROKRLY TO TRANSFER U#CHIT$JJII GRAPHS AS FOLLOWS, LOADS TO THE STRUCTURE. STEP I DETERMINE OE5NGN LOAD REQUIRED PER ASCE 7 ANCHORS SHALL BE AS LISTED,SPACED AS SNGWN ON DETAILS.EMBEDMENT FOR PARTICULAR OPENING. PRODTICf RHYLSBD 7O BASE MATERIAL SHML BMW WALL COVERING(STUCCO TILE EX.). 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD m c*W*b*Wkb&0Fkddl ew:'N w Am" _ i iq7 CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS 1 �;• l REOLIWAIENTS. ji* Colo /0 6 FU P /RM2 T OF THIS APPRMK. STEP 3 USE COHtiECTWN TO MULLION A5 PER PRODUCT sN �� p 1 y CA 35gARE A LOAD OUPATM INCREASE 15 USED IN DESIGN OF AAICHORS IRM WOW ONLY. APPROVAL.USING CHASM ON SHEET 2 SELECT TRILLION SIZE WITH QC I MkM MLS I/DAIDINC BUT NOT LIMITED TO STEEI./t�TN.SPEWS,THAT COME WTD STEP 4 DESIGN RARNG MOVE THAN DESIGN LOAD SPECIFIED CONTACT WITH OTHER OISSMNLAR MATERIALS SHALL MEET THE REQUIREMENTS IN STEP I ABOVE. drawing ...no OF THE fLORIDA DDDG CODE, USING ANCHOR TYPES ON SHEET,lHRU a AND ANt2NDIN MANAE'ACTTAtER'S!ABEL.SHAT BElN>CAREO ON A RE1pEY VISIBLE LOCATIONSTEP ON SHEET 3,SELECT ANCHOR TYPE WITH 0""RATING M95-06A IN A=RDk%M MTN CUlWNT FLORIDA BUILDING CODE. MORE THAN THE DESIGN LOADS SPECWIED 94 STEP I ABOVE. DESIGN LOAD CAPACi7Y -P8F('PORE MULL40NS) DESIGN LOAD CAPACITY-P91'(TURF uUtAI0N8) DXMM LOAD CAPACITY-FSI(TUDB NUIIt4N8) tYINBOt DA1R. WINDOW DIMS. 7fD4DOlP Dlli.5, VERTIG7. n ! X, I X M. I 14 2 X# 8 X. ISTD, IST 3 t X 4 2STXD4 2MX 8 WDWN m Mull SPAN SPTD2 STD, ISTD.4 STD4 M. 4R4,110tt _,.....__ phi W141H19-t� YUU SP•W- 140 Q 1 0 i 140,0 T13�{r __t4O 140.0 140,0 140,0 140,085�ABIII"S9�N µ__2. $7 7 T7a-{ i 670 1400 28-i140k 1400 J - 24.3 30 115.6 83. AW qR{jCT 3 210 34 120,3 140,0 1404 140.0 140.0 30 32.8 0. 142 8 140.0 34' ti('Ae St 37°' 97.8 i40.0 140.0 140.0 144,0 31" - IAS 57.1 83.4 140.0 37' - - - 21,5 39.8 42" 43.9 140.0 140.4 140.0 140.0 42" - 23.4 50.3 73.5 140.0 42' - - - 52.8 .__.,........ ,..,..__.. _ dry 48' 38-3/8" 78,2 1{0,4 140U140,Ottto 4tY - _ .. _ {8} _-- - -_0 g{^ ..� 20.5- 44y0 64.3 110.0 48' 132` . sJ-1/8• 97.9 139.8 140 .4 d3-1 _ ... (8' 3&7 50.1 1273 33w t/D" 41.fi Wt W2 SD' 84.2 1?S.D 140.0 .4 90" .. - 352 81.4 tt231 84 - � 39.1 60' $4.7 112.5 1400 440.0 1404 88` 320 48.7 102.4 68' - - - x1,D Af4411Cs� 4 9tm SK y if?" 50.1: 103.2 140A 140,4 140A 72" 21.3 4?8 93.8 72' ^ ^.... - 347 11Sidt NK'pNQUtAp 9t4NK pr _ 4P .� 74' 4&8 1004 144,4 140.0 140.4.. 74" - - 28.s, 41.7 St, 3 74` � 18-1/8` 02.2 1404 140A 140:4 144,0 19-1/8` 31.8 74.4 140.1 141.9 10..1/8` - 2t9 32.0 490 - �,> wtiy QLAM 26-1/3" 6" 14" 114,4 1404 148` 26-1/2 _ $�.9 s3.4 78.4 14" 26�-1/Y 211 843 'i'y TylOD7101 JO' Y2.4 1400 140.4 140.0 140:0 3D` - 2X24 47.22 88,9 40A 30' - 20.4 54'9 37" 42-s tis.3 144.4 140.4 1400 37' - - 38,2 55.9 Me 37' - ...-. - - 45.4 42" 37.4 101.9 140.0 140.0 ...140-0 42` - - 33.7 49,2 123.2 42' .. » 44.5 48" 30-5/6' 3240 88.9 140.0 140.0 540.0 4D" 91S" - 29.5 43,1 107E 40" 144' .._. „w,__ ,�,„_.__ - 35.5 £ioi . .,. .._ 53-1/8" 29.6 80.3 129 3 140 d t 44.0 53-7(8' 28 fi 38.9 47A 53^I/8' �T " 60` 28.2 71�i 114 5 140 4 140.0 S0" 23 D 34 4 88.2 D4` ^` 0. ._ i ' '4 +`$ 66" 23E 64.7 1041 144.o t4o0 86" 21{ 313 784 2$8 - » . ..__.. .. ., _ ... 72" .21.8 58.9 954 139.3 1400 72" - 28.7 71.s 72' 23.T t4111t1DN SPAN 7i" 21.2 57.7 92.8 135.8 140.0 74` 27.9 89.9 74" - - - - 23.0 t9-t/8" 42.7 122.1 1400 140,0 140.0 t9-1/8' 242 51.9_._. ..15.9 140.0 IYPICA„MULL�ARR(GEME TIS W ii t 140.0 144,0 110.0 26-1/2* .... 31,S 54E 140.0 30" 27.2 77E 140.0 140.0 140.0 34" 141_...48,4 134.5 wt +wz 3T' 2270 63.1 119.8 144.0 140,0 17" - - 28,8 32.2 }49.1 -.----,.--.._,, 42" - 55.4 105 6 140.0 140,0 42' - 23,7..__,34..6..._1 8Ai,..,,. �Z ___.. 48" 63" 4816 92.4 136.0 140.4 461 106" ._ - 20.7 30.2 {j 84 1 s3-i(D" - 434 83,5 121'9 140,0 63-1/9' - -- - Y7.3 79.0 80" 38.9 73.9 10&0 140 0 404" - - 242 87,3 < W n 46" liz 5 4 67.2 90.2 110 ._ __ ... 72" - 2.4 51,8 904 _tio.0 72" - - _ 242 56.1 74" - 60.0 87.5 140:0... 74" - - - 54.5 t9-1(8" 2&3 748 140.0 144.0 140 19-t/8• - - 37,9 553 i4o4 26-1/2" W$ 115,4 1400 1400 26-1/2" - - 273 399 1110 30" ^ 47 5 141.9 140.0 f 440 30" - 24.1 3$3 98A 37" - 3&S 826 }207 1 W.0 37" 28.6., 715 42" - 33,9 72.8 108.4 140.0 42" - 25,2 70A 8 3 48, 71-1 f4' -. 29.T 63.7 93.1 140.4 470" }24" - .....,220 61.3 0 , 53-1/8" - 28.D 57.8 80.1 444.0 53-1/8" M ry 55.4_ 80" - 2IL 3.6. 51.0 74.4 140A 60" - - 86" 216 48.3_ 67.7 93_10 - 446 i2` - 42.3 82.0 124.} T2" P4" 41,3 WA 110.9 7{" ^ _ .. 39E _... _._. � o I X 8 STPD. TUR$ I X 5 M. TUBB I. X 4 STD.TUBE 2 X 4 STD. TUBE 2 x 6 STD. TUBS >c s> N-4 x 4i'{Ss tN"3 1lc 9Ci 2 _��tt3 t he IM'{5x.19'3 Ix W 4 8i N"3 -5- ..32 833_] 2.07 1019 ,71)78, ,1498 tw JAw NNtW �R MULLIONS RATED IN THESE CHART'S MAY BE ORIENTED vllcxxleTRsv1 o n. 70592 (I .t VERTICALLY OR HORIZONTALLY. 44 ca nptyu8wi181h417aaId4 3P 1 r-mbe'c'a° - s (INTERPOLATION BETWEEN WIDTHS ALLOWED) Aoaylwx4 C.T 015 droxing no. M95-06A eye -'-� � sh9et 4f 6 DIMON LOAD CAPACM -PSY DESION LDAD CAPACITY- PSY DESIGN LOAD CAPACITY -PS? 4 y� 111NDOV DINS, ANCHORS TYPE WINDOW DIPS. ANCHORS TYPE WINDOW DUBS, ANCHORS TYPE Em WIDTH(14}YUi4 SPAN A2 A4 AA2 AA4 AAA2 AAA4 92 R4 WIDTH(w)IRAI.SPAN A2 A4 AA2 AA4 AAA2 AAA4 82 94 VADTH(/Y)MULL SPAN A8 A4 AA2 AAA AAA2 AAA4 R2 04 19 1/w t40.O 1404 97.3 140.0 140.0 1406 1400 140.0 19 1/8" 71.4 140.0 446 88.9 114.0 14T10 1400 140,0 19 1/8" 46.1 92.2 28.3 55.6 72.6 140.0 89.2 140,0 � a0 Zf ._ ...._.. ....._.._ __ _. .. ..__...... _ 4f 26 1/2" 1144 140_4 _70.2 1404 140.0 1400 1400 140.0_ 26 1/2' $2.3 _104.5 32.1 641 82.3 140.0 1012 140.0 26 1/2" 33.1 _66.5 204 408 52.4 1047 644 128.8 30" 101.1340.0 624 12{.1 1404 140.0 1400 140.0 JO' 36.2 ffi.3 28.3 567 72.7 1400 $94 1404 3A" 29.4 58.8 3614&3 92.5 569 7117 37" 81 9 140.0 50.3 100.6 IMO 1400 140.0 140.0 37' 37.+ 76.9 23A 480 589 117 9 72"i 1490 37" 23.8 47.8 29,2 37.5 75.0 40.1 92.2 s2' T22 140.0 64.3_ ae.e 1136 1404 138) 340,fl 42" 330 65.0 20.2 405 51.9 1035 838 127,7 42" 21.0 42,0 25,8 33.0_ 85.1 40.6 81.2 48" 36 3/8` $3.2 126.3 38.8 77.6 994 140.0 122,3 140.0 48" 84" 2919 57.7 - 35.4 414 90_9 55,9 111.7 46" 132' - 38.7 - 22.5 29,0 57.8 35.5 71.1 .1 1141 35. 1 8 140 0 110 40.0 5 8.1 1 - - 54' S7 _0 7D. 89 5 1 4 2 52. 31.0 414 62.7 505 700.9 54' 131 - 204 18.1 62.2 321 84.2 � t 6D� 503 101.1 31.0 62.0 79.6. f 4OA 974 140.0 86" 23,1 46.2 28.3 38,3 72.7 44.1 0.4 60` - 29.4 - 211 4&3 26.4 56,9 ' 454 614 2&! 38.4 -72.3 1404 611,9 r4f3.0 N" 21.0 42.0 - 25A 330 66.1 40.6 61$ 68" 28.1 21:0 42.0 2" 81.7 �t 72• 42.1 84.2 23,9 01.7 86.3 132.6. 81 6 140.0 7Y - 385 - 216 30.3 668 37.2 74-5 72^ - 243 - - - 36.5 73 7 47.4 - _ _ .. _. 74 41 D 81.9 26.2 59.3 54.5 129.0 79.3 140.0 74" - 37,4 - 23.0 24:5 549 36.2 72:5 74" - 23.8 - - - 374 83.1 4&1.. 4Y W to 1/6` 110,2 t40A 73.E 14&0 140.0 1404 140.0 140.0 t4 1/8' 63.4 12&7 36.9 77,6 60.8 140.0 '122.7 1404 t9 1/$" 42,2 66:5 285 1114_ 1164 1310 IIIA 640.0 _.. 261/2' 68,T 140.0 512 166.5 136.5 /404. 1{09 14&0. 261/Y 45.7. 91.5 2&Y 56.2 710 149,0 86.3 1404... 26 I/Y 301 6110 - _.37.1 48A IWO 594 11&D 80" l6,$ 1411,6- 47.0 64.1 140.6 140:0' 140.0 1404 30" 40.4 50.8 24.$ 49.8 618 127,2 7$,2 146.0 30" 26S $3.9 - 311 62:4 846 5R1_ 104.3 3Y 82.1 124.2 J&1 76.3 4Z8 148,0 120.2 140,0 37 32.8 $5 5 20.Y 40 2 51:8 103.1 83.4 125.8 37" -TITS 43.7 28.8 34.4 88 B 42.3 84.6 42` 54.7 109.4 33,6 87.2 86.1 740.0 105.9 140.0 42" 28.8 67.7 - 35.1 45.4 90.9 55.9 111.7 4Y - J6.5 - 234 30.3 60.6 37.2 74.6 48' SO 6X 47,9 456 29.4 589 75.4 140.0 92.7 140.0 48" 96" 25,3 50,5 - 31.0 39A 795 489 97A 48' f{4' 33,7 - 20.7 26.5 53.0 324 612 ._ ._ __..__. __.._.. _............. 54" 43.9 86.E 28,$ 53,1 138.1 1361 83,7 140.0 54' .. 8 45.6 - 280 35.9 71.8 442 883 54' - 304 - - 23.9 479 294 58S iJ i &3" 78.8 23.9 47.0 80.3 310.6 74.1 140.0 60' 20,2 40.4 - 24$ 31.8 63 6 39 1 78 2 60' 25.9_ - - 21.2 42 4 26 1 52.1 In " 1 88' 34.8 -69-6 21 4 42$ 64 8 f 09.6 87,4 134.8 68" ,^, „3&7 _- 22.5 289 57 8 J5.5 7 f.1 66' 243 - - 385 23 7 474 72' J39 39.2 503 100,5 838 12J.8 72" - 33.7 - 20,7 26.5 53.0 32.6 85.2 72" 22.6 -- - 353 217 434 J 74" 31,1 62.f - 38,1 48-9 97.8 $0.7 120,2 74° - J2.6 - 20,1 25.8 51.6 31,7 $14 74' 21.6 - - 344 21.1 42.3 . 19 1/e" 96.6 140.0 59.3 118.8 140.0 140.0 140,0 140.0 t9 1/8' 56.3 112.7 34A 88.2 587 140.0 109.0 140.0 _ t..i 26 1/2' 09J 139.4 42.8 83.6 1119.7 140.0..._134.9 140.0 28 1/2` 40.7 81.3 254 49.9 $40 128.0 78.7 NOA Q1 61.6 123.1 37.8 75,6 969 140.0 119.2 140.0 30" SSA 714 22 0 44 i 5&5 313.1 695 139.0 __ ....__... ..__. .............._. ..... ......... ...._ 7 49.9 998 30,6 613 786 140,0 98.4 140.0 37" 29.1 58.2 357 458 _91.7 55.4 112.7 v�`f rOi� 42 M.0 8. 9 274 54.'0 69.2 138.4 85:1 140.0 42" 25.7 61 31 5 404 808 -49.7 99,3 ANCHORS AACHES TO 8E 1NSCMD Q n _. .._3 ._. -.-__, -. Z)SE£SHEETS 4 THRU 8 JWSK1£RECTANGULAR SNAP£ 7 48" 83" 35.5 774 23.6 47,2 606 121.1 745 140.0 48" 108" 224 449 - 27.6 35.3 70.7 43,4 86.9 -= Z � FOR 02TA0.S NMZONTAL 54' 346 595 213 42,7 54.7 109,5 (373 134$ 54" 203 40.6 - 24,9 31.4 818 39.3 78.5 6EE C1W7T iOR CAPACITY j Z 4D' 309 61 6 37,8 483 96.8 S9 8 119 2 60" 35.9 - 22 0 28.3 58.5 34.6 69.5 �' _ _ _........... p��rQj p .._.... _ ....._. 66' 280,.,._.560 - 34.4 441 88.1 542 108.3 $4" J2.6 -� i 200 25,7 514; 376 a31 � CU2916 qm�' ... i� PROOVCT 72' 2S7 513 - 31.5 404 804 46.7 99,3 72" 24,9 - l 23.6 471 290 579 _VERTICAL -- 74' 25.0 49.9 - 30$ 39 3 78,6 48 3 98.8 74' 19.1 - 22.4 45$ 282 56.4 MULLION 19 1/8" 81 9 140,0.,,,SA.J. 10118 129,0 140,0 140.0 146.0 19 1/$" S0 7 101.4 31.1 62.2 79.8 140,0 $8.1 140.0 a ANCNNt ._................................ 6LTAK f i 26 1/2" 59:1 11$.3 36.3 72.8 93.3 146.0 1145 940.0 28 1/2' 388 732 115 444 S78 1132 70.8 I40S3 PRODU T PR000CT 9� 30" 521 104,5 32.1 64.1 $22 140.0 101.1 140.0 30" 32.3 54.6 - 39.7 50.9 1018 626 125.7 GA21HG CLA2M0 ..._.._.... .__.._.._.. ._._.__.._. _.. _. 42.4 M.7 280 52.0 86.7 133.3 62.0 340.0 J7" 28.2 112.4 - 32,2 N.J 82.5 50.7 101.4 ,,..,_ __.__...._.�____. Pf10017CT PRODUCT - c ' �R 42" -i7,3 74.6 22.R 45.8 $$7 117.5 72.2 f 40.0 42" 23.1 46.2 35.3 727 _443_ 89,4 P a -o 48" 74 1/4" 3215 65.3 20.0 40,1 $14 1026 $32 126.4 48' 120" 20.2 -444 - 24.$ 314 63,6 39.1 78.2 54' 295 59.0 - 36,2 484 92.9 57,1 114.2 54' - J8.5 - 224 28.7 57.5 35.3 707 _MUU.10N - 60' 28.1 52.2 - 321 41.1 82,2 50.6 101.1 89" - 32.3 - _. 25.4 50.9 33.3 62.6 _._.X71_._. ..._._. w1___. ....._. _. x 68' 23) 47.5 - 29.1 374 744 484 91.9 66" - 29.4 - 23.3 46.3 28.4 55.9 72' ,21,8„,,,43.5 - 26.7 34 3 68,5 42 1 81.3 72' - 26.9 - 21.2 42.4 26.3 52.1TYPICAL -- ___... ...... M�f®ib AR86MEMENTS >4" 11.2 42.4 33.3 66.7 41.0 41.J 25.4 50.7 9 0 8 WIDTH (w) -, ! NOTE: E4, *#WAD rx A ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER f1A PEU 79m LOCATIONS AT HEAD, SILL OR JAMB ENDS. P1AtlLTIT9VI6313 ow14. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6, ANCHORS_a m7 egpysiwPtald4 V ' 0 c (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 015 dr6wi $no. M95-0--A' ' 6heel _a� 1/4'WA TAPCONS BY'f7W 1/4'OIA,TAPCONS BY'ITW' q i-}/T'M1N.W000 PEN£TRATiON. 1/4'OJA. TAPCONS BY'JTW i-JJT'>W4.W000 PENETRATkON 1/4'E%A TAPCONS BY'fW i`ABN_. 2 PER CUP(I ON EACH'MNC 1"^1/2"MBJ.WDOO PF:t1f''.TRATkkJ � 4 PER CLIP(2 ON EACH YAiIGy \ 1-1/2'WIN,wow PEA4ETRAT%NJ EQOE pST:v t PEA I.ABN. 7"MK ///ffff +,l\ a PFA EDGE v , toy VIIW tkiJ __..,28Y WOODi 1 J f L,T X<"X i >r t i }4. f t 4 SMS 1411 � 1. �.. FtAQo06 GCB' � �.. €•-3j4'O MINI. 1. I 1_._. � FStYkTBl6 CLP �� TM 2^3/4`O.C,NMi. ..'•'1 FOR ALL OTHER TUBES i-�:..:.:........ ._...� s z �Q R 1/4"OW 7APCONS ETY'ITV` €/4'o0.TAPCONS NY'ITW' 1/4'&A.TAPCONS RY'iSW' 1j4'OV,TAPCONS BY'ITM' 1-t/4'MIN.EMBED €-€f4'MIN. £MB£p i-I/2"MIN.CYBEO )-1/2"MIN. EMKO- -1 �41 INTO CONCRETE OR KocK Wto CONCRETE OR Oocx 2-kj4' "TO CONCRETE OR CA.k?CK INTO CONCRETE OR BLOCK (D Z•<:,a 2-Ij4"MIN. 2 PER CUP(1 ON EACH WINt) 1 VA11GI- ABN. 4 PER CUP(2 ONEACH VM4G) 2 PER AIJOLE D Q m;EDGEST ; > MGI c x 1 k N it II � toy U U 18Y ka 3i 2 X 2% k jB" 1 zx2xTjJJ € J 1 f I Atoka ANGi.f 1 _.._._._...........,__.,...- WOOD BUCK k k I ALUM ANGLE r1 WOOD SUCK i +J4 SNS s i i i 1 i j€4 SMS it tt I 1 I i T PER ANCLE- I 1 t I 1 i t-32{PES iOL' 1 1 k I 1-3/4"O.C.MW I i 1 } I FLOATM CLIP i € FOR 3'TMIN. 1 {a o i FLOATBiG Cly ± i j i 1_ III}}}} ,': _J.,,..._,�,.R._.._—. :_.Y,..a ._L...._,,._.t,_..........._...._. �` 2-.3/4"O,C. MMI. : mm FOR ALL OtNER TUBES ♦Nkt,,Jk�J"''}}pA�c s YFF555 3Vsss 33 TYPE 'A2' m N i M r i PROD=RH'PISED "CTA akg 1'7 With Bu 0341 �s14 QVk Em}r,SHkly A1JLW7 c AucPTaeNNo [7K1 rk SO Date.... FIX PCJ 70542 Dy L (ALL OUPS ro F17 SNUG tNTO TUBE Mtil S. ,7 (.►�,' ��,Ft drawing no, TAPcoNs MAY S REX OR PLAT WAD, 931Ct1 ^3 OE,8 1/4'DLk TAPCONS BY'itW t/4'W,TAPCONS BY YAW' �...._�t. 1^1/4'WN,EMBED INTO MkSONRY BLOCKS14'E1M. TApCONS BY'iM• I 1_1/4'MIN. EMBED INTO MAS%W BLOCKS /4"111&TPPCOHS BY 1iW' YANG I R rr 2 PER EXP(I ON EACH j 4 PER CLP(2 ON EACH WNs t-1/4"Utk EMBED INTO MASONRY aOCKS S-i/iw►qts.EMBEO INTO FmSOMi1Y BLOCKS ---- 2-I 2 i/4'WWN. N. 1 PER H 2 PER T. EDGE DIST. DOE 3" ¢ �.__._�iDt�`'.�-...__MSN".._"`"R+. Ll ii it I \ it it V pdy :V 1{ �.2 7E2'k 1. i i.: ! } .:2 X2x 1 � q ppgg . P i114 SMS -/ r ! Ii.Ri4i i --------------- " __"`_�_ t 1 {L4 Alice .� 1 i FLOATM CLW•• ; i 1-3/4"OC.:MIK i i 3 1 1 2 ANKLE i 1 QQ F1.WtTMO'GlW i.. II l 3114".O,C.MMI. 1 ! 5 FOR 3"TUBE PDR ALL OTlgR iVBE'S ANCHORS TYPE 'AA2' A,yCHOR5 jYEE '_AA4' 11 � z h `P 1/4'DLk TAPCOHS BY'RW' 1/4'014,TAPCLMIS BY VW' � - ;`' j ti- i-3/4'MN.EMSEQ INTO COAiCR£Tf ! i-Sft'MM,EMBED INTO CONCRETE 1/4'DIA.TAPC0t4s BY`1Tt'Y 1/4'DN.TAPCONS BY"RW' 3 2 PER CUP(I ON EACH W1NG 4 PER Clip(2 ON EACH WING t-1/4'M3P1.EMBED MID CONCRETE 1-IJ4'MN. Ei�O M!'TO CONCfmTE 7 Z 2--1/4"WN. I PER , j 2-1 j4' 2 PER MSG ` MiN, i 0 EDGE�OIST, � A OOE__�_3' QD w� 1 ♦ a w ' t�v ♦ I .., j a 1 __ i♦ a �..._ ._.., iai} wa d"♦ I! a I ♦� )37)37)37 .� 3 1 _..._ i7 tl If it --�{�{---•^• li ti a � i1 •II }q� { 2 x ijd"` �, i 2 x 2 X I/8' B K ALUM ANGLE --------------. . , , t t -ALUM,wCtE pp EEE111 f t I #14 BUS I t f t t 5 3 1 3 I 2 P£R Ai1GEE 1 1 I I ! 114 SMS y�j pf {+ i f FLOATING CLIP' I i 1-3/4'O.C.M1N. I I 1 t 7 2 P R ANGLE I i B ! i 1 i i ll I FLOATMC CLIP _..� FOR3'Tt t 1 .,..._. .„ ._.a 2-314'OC.ON. ...'_.t1 ._ ... FOR ALL OTHER TUBES � m: C� ANCHQRS TYPE ,AAA4' En9>`.I WO AAW 1 1 9 ji y FLA PE 705j92 CAN. 3$ ML CUPS TO FR SNWG MTD TUBEy Lli�.i1CMIS�� N wDhi#M196F�F � # . fAPi`pt15 WY 8E HEx 4R i'I.AT FiFAD. � Browing no. M95-06A z•,,, ,a: a tut atleet�lat B METAL STRUCTURES 014 SMS OR 1/4'TICKS METAL 014 SMS OR 1/4'TE.KS (STEEL OR ALIUM, 1/9'MRI. THICK) 2 PER CUP _r14 SMS OR 1/4'WKS (STEEL�1/8'MMI.THICK) 4 FGR CUP _..1M14 SMS 1X4 1/4'TEX$ S1EFL FT 3X ICSI MMI. (1 ON EACH WING) 1 FER ATIGLE STEEL:FX 36%SI MNL 2 Oh EACH VONC) 2 PCR ANGLE ,._. Al UM: 80$3-T5 MIN. � �Z7SOR]-TS MIN, / R 3 i3 II ^1` II II F y _......... tC 1! .,...__......__.._ 1 1 t r ALUM.ANGLt . IPE/�i Mkil.f. t I 1-3x OC.MBI. t ACINA , Fluk 3`TUBE 1 j f i FiJ31u+Ni7CiE' 1 1 014 S (2 ANGLE }� i I FlftT i t'UP r 7 Ll"4'O.C. Ilii. I € L.,,,.—..1................ j.. F ,I 1-3/4'04,MIN. J;_�..._ ... .....�,...._.!. i i.. R ALL OTMER Tti B W 3 SCREWS PER AME ANCHORS TYPE 182' _.__... Ail CUPS TO FIT SNUG X110 TUBE MULIJONS,{ 1{ TAPCDNS MAY t ILEX Eft FIAT 1 ,D. I ._........... ....__,_.._.....__-�..-._.....____..................._....,? z 014 SMS O 1-1/2'O.C.MIN. 2 FGR CWWNEL(1x2 A I%3 TUBES)_. .J 3 PER CKMMXEL(TX4 k 2X4 TIJBES) I TUBE MULLION q 4 PER CHANNFL(2X8 TUBE) �I 'C e +��„,JI 1/8°THICK ALM CIdAN,L LEN1 + ka GTH TO FA SNUG INTO MULLION # # -TUBE MULLWN < TUBES MAY BE NOTCHED AS SHOWN TO&LOW"STALLATION _. .. % CLIP ANGLE CAULK JOINT AFTER ASSEMBLY a # 014 SMS 44 1-1/2'OX,WN, 2 PER CLIP(1X2 A I"TUBES) 3 PER CLIP(10 h 2X4 TUBES ACCESS HOLE4 PER CLIP(2)tB TUBE j 1 o i I I i #0 THIS SCREW CAN BE 1 /3 INSTALLED IN�pEpllKR' # PER CLIP DIRECTION W /y I I'O.G. MtN. I i 1 j E.9.JA ,1yyNAp VI db i t ° 1cft . FIA.FC 092 i-3/4'X 2'X 1/8'(FOR 29Y TUBE) RE IAF G 3f4'X 2'X I/8'VOR( IALUM mo) TA1IMIq CoOo15 . 06 �£ �('<. CUT TO FR SNUG Rl'..m TUBE 8 i 5 f SI V drarirog r,o., ANCHOR�_#I �, � M95-06A METAL TO METAL CONNECTION MiA Uixto'Fiiid�tet C4wdw ah99t B Of$