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HomeMy WebLinkAboutProduct Approval 7/27/2016 Florida Building Code Online H14 Hooch Depaiimeill BCIS Home f Log In User Registration j Hot Topics ( Submit Surcharge Stats&Facts Publications ! FBC Staff jBCIS Site Maps Links Search Busines � ProfeS51 rat 13 Product Approval : .�• USER:Public User Regulation Product Approval Menu>Product or Application Search>A lication LI plication Deta 15 '1 / 1p FL# FL17328-R1 tC�[t t�l�✓_ C lig Application Type Revision SEP 9- 6 2016 Code Version 2014 Application Status Approved PERMIT iNG St, Lucie County, FL Comments Archived :. Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach, FL 33021 (954)781-4430 ocordova@tmwindow.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category <::Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect-Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17328 RI COI SS-TM 390HP SGD(LMI)-CI.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.flofidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYORtdIPKRITOKXrM`/`2fSgYhdTtnF°/`2bKUWHFWg%3d%3d 1/2 7/27/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 um of Products FL# Model,Number or Name Description 17328.1 Series 390HP Aluminum Sliding Large missile impact resistant aluminum sliding glass door. Glass Door imits o se Installation Instructions Ap ved for use in HVHZ:Yes FL17328 R1 II SS- 390 HP Aluminum Sliding Glass Door Approved for use outside HVHZ:Yes (LMI)W14-40.odf Impact Resistant:Yes Verified By: Javad Ahmad PE 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other:See drawing W14-40 for span vs. load type Evaluation Reports combinations and installation details. FL17328 RI AE SS-390-HP SGD(LMI)-PAE 2014.Ddf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® eC9 0 ...._................___..._................_.:_.:...._...._._. Credit Card . Safe https://www.floddabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsRyNwiNWDrYORtdlPKRITOKXrMp/g2fSgYhdTtnFp/*2bKUWHFWg`/`3d`/o3d 2/2 AL=FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 17328 Date: 7/2/2015 Detailed Product Description Manufacturer:T.M. WINDOWS, LLC. Manufacturer Address: 601 N.W. 12TH AVENUE–POMPANO BEACH, FL. 33069 Model Name: SERIES-390HP ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" Maximum Frame Height:120" Maximum Load:+90 PSF,-140 PSF (Large Missile Impact) Installation Drawings#W14-40 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes —No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TE5T LCICATION TEST REPORT TEST"REPOfiT# Test aDA Sealed by, u. ASTM E283 Air Infiltration American Test Lab of 10/22/14 02219.01-14 Stephen Waiter, PE Leakage S. Fl. ASTM E331 Water American Test Lab of 10/22/14 02219.01-14 Stephen Warter, PE OR ASTM 547 Penetration S.FI. &TAS 202 ASTM E330 Uniform Static American Test Lab of 10/22/14 02219.01-14 Stephen Warter,PE &TAS 202 Air Press. S. Fl. ASTM F842 Forced Entry American Test Lab of 10/22/14 02219.01-14 Stephen Warter,PE S.Fl. Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TESTS DESCRIPTION TEST LOCATION TEST REPt3RT" }TEST Fest " r r � r K � DATtw REPORT# . Eh FBC 1626.2 Large Missile American Test 10/22/14 02219.01-14 Stephen Warter,PE (TAS 201&203) Impact&Cyclic Lab of S. FI. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE#70592 OL 70592 � L" AI-Farooq Corporation EB#3538 = ? ** -�• `�J;is 0. ST OF . 0 SC\P:\users\veronica\statewidePA Evaluations\TMWindow\2014 FBC\390HP SGD\390HP SGD(LMI)-PA'QS,ts R .•`��?��`" �ONAt 0.0 1235 SW 871h Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afcentttlllfaroog@afcene.com Jul 2 2015 5:11 PM HEAD ANCHORS I 3 CLUSTER OF 6 OR 8 AT STILE ENDS SEE CHART ON SHEET 2 "� 6HEADD _. g 24" MA% FOR CAPACITY CORNERS Z 3 HEAD_ ,_ SIU 196" IL In -p�� DOOR WIDTH O n /'J a It I paacS O NN Opp Q z ) U) N u_o a LO D 11 N N N C u U ' j• jjc n N m m K 0 U m J $ 0 ---rr---ter-- M it _j � II II <= n R N N u n R n C3–m m N=== II = z B n 33 a N F-'o a THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 42" 42 '�mw ---, SHUTTERS ARE NOT REQUIRED. F OPTIONALD.L. OPG. D.L.OPG. o 50" U PANEL WIDTH 50" 24"MAX PANEL WIDTH 3" SILL SERIES-390HP ALUMINUM SLIDING GLASS DOOR TMP, n DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART — ------— --- -12 SHOWN ON SHEET 2. ''''_ ( __ , (.''___yi o 6"MA% I SILL ANCHORS v a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -moi - ^T CLUSTER O 4 OR 6 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SILL TYPICAL ELEVATION AT STILE ENDS HURRICANE ZONE (HVHZ). CORNERS SEE CHART ON SHEET 2 FOR CAPACITY w WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER jw�� 0 0 LOADS TO THE STRUCTURE. A-THIS PRODUCE DDOESEVALUATION DOCUMENT(INFOR PREPARED BY SITE ENGINEER FL #17328 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SRE SPECIFIC c a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. PONSIBLE FOR THE SELECTION,PURCHASE AND NOT ANCHORING OFF THSLOADING APPROVALCONDITIONS NOT SHOWN IN THESE DETAILS ARE B CONTRACTOR TO BE INSTALLATION F HDOESRODU DEVIATE FROM NTHIS CONDITIONS oETuiOD, ``��J 11LLE�Y '' (-"� PROVIDED / NOT ...... i F o c it A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ON THIS DOCUMENT. )� L1E•F•' '�� 'c C_THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED BY ANY MEANS. _ No.7 a ' D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED �! MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER �� G REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED SPECIE TO THE P,ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 0, STATE OF '• drawing f10. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION FIC DRAWINGS FOR REVIEW. �j� �'••!C[OR1D�':' \�c y�14-4 EAL 0 IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. E-THIS P.E.D.SHALL.BEAR THE DATE AND ORIGINAL SAND SIGNATURE OF i $`� LABELING TO COMPLY WITH SECTION 1710.8.2. LDLPROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. •I ma sheet T Of] DESIGN LOAD CAPACITY - PSF �U 3 q B ANCHORS TYPE'A' j� JT- 6 ANCHORS TYPE'A'k'C' 6 ANCHORS TYPE'B' g o- ^ AT HEAD AT HEAD m AVERAGE 4 ANCHORS SILL TYPE'8' 6 APIC ATRSI LLE ElQ a, J PANEL WI M DOOR HEIGHT f I¢ OX(SHOWN) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) Q a l I X 36 90.0 _ 140.0 90.0 140.0_ _ Ix 0 0 0 XX 42 1 - 90.0 140.0 - 90.0 - 140.0_ w IU 48 80 90.0 140.0 90.0 140.0 CLC I 54 _ 81.7 127.0 81.7 127.0 60 73.5 114.3 73.5 114.3 V o m 36 90.0 140.0 90.0 0 o -_. -_ _{.__140.0_. Q 1 Q Q eg I I 42 I 9_0_.0_ 140.0 90.0 _ 140.0__ O r G 48 84 -90.0 _140.0 90.0 _I 140.0 Q'm O sa I 81.7 127.0 e1.7 127.0 1 Q W N o 60 73.5 B1.7 OXO (SHOWN) 36 90.0 _140.0 90.0 140.0_ Q W OXX 42 90.0 140.0 90.0 140.0 f-� XXO 48 90 90.0 128.7 90.0 140.0 54 81.7 90.7 - - I o 60 57.2 57.2 - - 36 90.0 140.0 80.0 140.0 p n o 42 90. __ 90.0 140.0 N 0 a 90.0 1_18.0 90.0 140.0 0 o- o J4 O 81.7 90.7 - - M -- 60 57.2 57,2 a J LLi� 36 90.0 140.0 90.0 _ 140.0 J N �¢=n 42 98 90.0 126.1 90.0_ 140.0 OXXO(SHOWN) _ _ 3~UU¢ OXXX 48 90.0 114.8 90.0 140.0 Q O XXXX 36 90.0 100.0 - _ = Z 0] n 42 90.0 100.0 _ - z e^ APPROVED CONFIGURATIONS 48 102 90.0 100.0 - l� - N z d v 54 63.5 63.5 - , - j 00 , 36 _ 90.0 100.0 42 108 90.0 100.0 1/4"TEMP. GLASS 48 90.0 100.0 3/8"AIR SPACE 36 70.0 70.0 42 114 70.0 70.0 - 3/16"HEAT STREN'0 GLASS 3/16"HEAT STREN'D GLASS 48 70.0 70.0 - - c 090"Interlayer 090"Interloyer yer 36 70.0 70.0I DuPont SentryGlos DuPont SentryGlas 42 120 B 70.0 70.0 - c By 'Kuraray America, Inc.' y'Kurara y Americo. Inc.' 48 70.0 70.0 - �I 3/16"HEAT STREN'D GLASS 3/16 HEAT STREN'D GLASS z Co z In slucoNE AVERAGE PANEL WIDTH = DOOR WIDTHili a 3z GE ON 77ao o SIUCONE NUMBER OF PANELS o a 2 GE RGS 7700 H 2 °c ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE NIIILI FOR DOORS WITH 3-1/2'SILL HEIGHTS. `�4 11 rP/P7j ?Y I •_ 35 35 FOR 2-3/4"SILL HEIGHT LIMIT EXT.(+) LOADS TO 87.5 PSF `�� �Ji'a?:. �ii� I d I y i 14 0 14 SIA SEE SHEET 3 FOR DETAILS CARDINAL XL z_ No.70692 a i EDGE SPACER = {Y 5T. STEEL NOTE: GLASS CAPACITIES ON THIS SHEET ARE %gyp'•, STATE OFA drawing no. GLASS TYPE rA' GLASS TYPE 'B' BASED ON ASTM E130D-09 (3 SEC. GUSTS) '� FGORIO�`.� \��� 7/t6"OVERALL LAMINATED GLASS t-t/t6'OVERALL INSUL. LAM. GLASS AND FLORIDA BUILDING COMMISSION �'�;'SS,�'•• ���?��� W14-40 DECLARATORY STATEMENT DCA05-DEC-219 FL #17328 � rnB sheet 2 of 7 TYPICAL ANCHORS V 3 IN PAIRS {� SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS IN PAIRS IN PAIRS �I 1BY lay BUCK SEE ELEV. FOR SPACING > > SEE EL FOR SPACING SEE ELEV. FOR SPACING ZMETAL 3 -' EDGE.DIST. .3 o STRUCTURES 0 W s a STAGGEREp o F'• p O v Off, 33 f UL 0 C 41 O 39 \rn rn ai �N '7 IS e`I a 6"X 3/4'X 1/8" A N ACCESS HOLES 0 d1 y ALUM BAR COVERED WITH 01 p a AT INTERLOCK/STILE ENDS PLASTIC CAP Q w 3 LL 6 17 I W/(2) y12 SCREWS {L-In=m I q F.B.C.APPR'D MULLION J f7 M SEE SEPARATE APPROVAL Q w. £ 4 it II I II I jI �I II I 11 it I i II iI! it II II II 1 � O I n n II II iI II WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. v "' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o m 1 ;' II y II III AND TRANSFER THEM TO THE BUILDING STRUCTUREco . y 0 O TYPICAL ANCHORS II II II II li II M o II q q II TYPICAL ANCHORS: SEE ELEV. FOR SPACING SEE IN ELEV. FOR SPACING z Lj Ih II I II J J 1� TYPE 'A' 1/4' DIA. ULTRAGON BY 'ELCO 777 KSI.FY-155 KSI) n iI iI II INrCr2BY WOOD BUCKS OR WOOD STRUCTURES (n=U n _ = o " 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O N a o T$ THRU 1 BY BUCKS INTO CONC. OR MASONRY c Z-0 n a p l 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3Z¢N a j it 11 SEAL WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w ° kW F m�a i li II li ! SILICONE TYPE 'B' 1/4' DIA. ULTRAGON BY 'ELGO =177 KSI, Fy=155 KSI) g TLY INTO CONC. OR MASONRY I I ! 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I it II II I TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") ` I II I II II � INTO METAL STRUCTURES r 4 STEEL : 1/8 THK. MIN. (Fy = 36.KSI MIN.) I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) © 36 14 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) STANDARD N TYPICAL EDGE DISTANCE c d 0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. " 2 N "� INTO WOOD STRUCTURE = 1" MIN. FL #17328 INTO METAL STRUCTURE = 3/4" MIN. o WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. r"'!:��tt11�11111A�,, fi ...... • LIMIT MAX. LIMIT MAX. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. `� ;••uGEu :L,D•. DIST ExT.(+) LOADS EXT,(+)LOADS C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. TO 87.5 PSF TO 90.0 PSF N0.70592 }• W1 HIGH STRENGTH GROUT -* t u- v° m o wz f'c-5000 PSI MIN. WEEPHOLES: , NOT BY T.M.WOW. Q STATE OF 6y� drawing no. TYPICAL ANCHORS MUST TRANSFER SHEAR W7 = (2) 5/16" X 3/8" WEEP NOTCH AT EACH END OF SILL �� ••.FtGRIOw.•' SEE ELEV. FOR SPACING LOADS TO STRUCTURE ` SHIMS OPTIONAL W2 = (2) 3/16" X 3/4" WEEP NOTCH AT EACH END OF SILL ss� ��� ` ma sheet 3 of 7 TYPICAL ANCHORS IN PAIRS 4.0 7SEEELE FOR SPACING 1/4"MAX. z SHIMS 2 OE 3 524 76 24 6 0 01 o 0 IL (3) 0 t of o w ml oaQos r .0............................ .................... W.(A Ln m o %33 5 13 a EXTERIOR 3 x 4 X 1/4-ALUM PLATE AT BOTTOM OF INTERLOCK PANEL WIDTH FASTENED TO STILE WITH C, (2) #12 X I. SMS 0 DOOR WIDTH -j �Iey 2 WOOD SUCKS En TYPICAL ANCHORS TYPICAL ANCHORS SEE IN PAIRS IN PAIRS SEE ELEV. ot� SPACING Q-00 FOR SPA' FOR SPACING K,�0 1/4"MAX. 10 1/4"MAX. OF 1/4-MAX. SHIMS SHIMS SHIMS Z< am METALo STRUCTURE-", to a- 33 5 0 00 0 3: 33 c DOOR WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING N0.70592 FL #173 ITEM PART Q QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS I l� V1 1 TM-347 1 FRAME HEAD _6063-T6 1� J p 2 TMW-39 1 FRAME SILL 6063-T6 - a 3 TM-332_ 2 FRAME JAMB 6063-T6 Z 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - Z J 5 TM-322 1 PANEL JAMB STILE 6063-T6 - 6 TM-323 AS REOD. STD.INNER INTERLOCK 6063-T6 = 12 IL O 0 mIU, 7 TM-364 AS REGO. HI-RISE OUTER INTERLOCK _ 6005-T5 - 8 TM-371 AS REOD. HI-RISE ASTRAGAL STILE 6005-T5 - IL pF 9 TM-327 4/PANEL GLAZING BEAD(LAM. GLASS) 6063-T6 - 9A TM-326 4/PANEL GLAZING BEAD (LAM. INSUL.GLASS) _ 6063-T6 - V O m 10 TM-348 1/FIX.PANEL FIX. PANEL CUP �_ _ 6063-T6 - I+1 patios, I 11 TM-349 AS REDD. FIX. PANEL CUP COVER 6063-76 - 0.3 r_ 12 TM-339 AS REOD. JAMB COVER (OPTIONAL) 6063-T6 - P'9 13 TM-369 1 ASTRAGAL STIFFENER 6005-T5 - U.W to 1 14A TM-342 AS REOD. 2-3/4"SILL RISER 6063-T6 - J m 14B TM-343 AS REDD. 3-1/2"SILL RISER _ _ 6063-T6 ISA TM-350 AS REOD. 2-3/4'SILL RISER A 6063-T6 - ---� 15B TM-351 AS REOD. 3-1/2"SILL RISER 6063-T6 16 TM-340 AS REOD. SILL ANCHOR COVER 6063-T6 - o 17 TM-354 AS REDD. SCREEN TOP& BOTTOM RAIL 6063-T6 18 TM-355 AS REOD. SCREEN STILE 6063-T6 - o 19 TM-357 AS REDD. OXXO SCREEN STILE 6063-T6 - I 0 n 20 TM-356 AS REOD. OXO SCREEN ADAPTER 6063-76 - M 21 TM-344 AS REOD. FRAME HEAD SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - z U ., -�_ 22 TM-345 AS REOD. FRAME SILL SCREEN ADAPTER (3&4 TRACKS) 6063-T6 - o w U- 23 23 TM-346 AS REOD. FRAME JAMB SCREEN ADAPTER (3&4 TRACKS) 6063-T6 - v=i I N Q= 24 TM-328 AS REOD. HOLLOW STIFFENER 6005-TS - ? !3=UU a 27 ®10 X 3/4' AS REDD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS ¢ (0 N LU 1 __- m 28 #12 X 1" 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FH SMS i Z O m __._.._____.__.__ _____ ..__.___�__.____ Z 29. X10 X 1° AS REOD. FIX. PANEL SCREWS.AT 6"FROM ENDS&24"O.C.MAX. ST.STEEL FPF SMS/TEKS ,:� •Q `* .___...__........._...._______.._..._..._.....__._—___._.___ __ _ _ Z 30 - Z/PANEL _ROLLER ASSEMBLY - HSTO vi IL " 31 - MORTISE HOOK LOCK 'i - FASCO w F a 32 E70818KN1020 4/LITE GLAZING GASKET(7/16`LAM.GLASS) VINYL ULTRAFAB 32A W32001 4/LITE GLAZING GASKET(9/16"LAM.GLASS) VINYL AMESBURY . 328 W32011 4/LITE GLAZING GASKET(INSUL LAM.GLASS) VINYL AMESBURY 33 21315 AS REDD. FIN SEAL PILE W'STRIPPING - ULTRAFAB 33A 33371 AS REOD. FIN SEAL PILE W'STRIPPING - ULTRAFAB 34 - AS REOD. BULB W'STRIPPING VINYL - c o 35 - _2/LITE SETTING BLOCK_, 1/8"X2/4'X 2"LONG EPDM LAMATEK 36 � - AS RED 0. SELF ADHESNE PILE_PAD_(1-3/4"X 3"X 3/4") WOOL ULTRAFAB 37 - AS REOD. SELF ADHESIVE PILE PAD (1"X 2-7/16`X 1/2') WOOL ULTRAFAB a� 38 - AS REOD. SELF ADHESIVE PILE PAD (1-5/8°X 2-7/16`X 1/2' WOOL ULTRAFAB_ 39_ - AS REDD. SELF ADHESIVE PILE PAD(1/8`X 2-7/16"X 3/47 WOOL ULTRAFAB 40 o a N N O � C SEALANTS: -- 1uu1uT, FRAME AND PANEL CORNERS AND INSTALLATION SCREWS ,� fffi all AT SILL AND JAMBS SEALED WITH JOINT SEALANT. ����p,� ""•• y;•VOEu � I No.70582 �O� STATE OF 4f- I(drawing no. FtoR1o!.•' ��� W14-40 FL #17328 io I a 'sheet 5 of 7 u 5.15208 1.336 va3 7 12.- & 1.823 0 0 0 .2 10L .07. 99 31 !167P [4 F 01 FRAME HEAD 5.48 0 6 tayy 1,267 1.823 cf 0 1.441 080 TYR 31 .942 1.382 FRAME SILL FRAME JAMS .158 3.062 1.407 r 1.264 1.761 .094 1.573 1.490 .249 r078 41 aj 1005] 078 3.062 4.812 4.000 .076 U) 2Z69 4.00 2.893 PANEL JAMS STILE 06 SILL ANCHOR COVER ON m .188 .575 Z c) 310 885-1 �3�z q rLE� z 0 L --4 t 552 :j- 1-2.000 +98]j 06727 '1 .05.] tD a- 04 PANEL TOP & BOTTOM RAIL 08 HI-RISE ASTRAGAL TLJ 0 0 4Z00 GLAZING BEAD @ JAMB COVER T F [4. T 1.7541 i4# 09 LAMINATED CLASS T 1 "00 .078 19 .130 310 .078 tJsol .750 c Ii IA90 1.923 PI .078 0 .125 2.457 1.a�8 2.752 p 3.5102 893 L5.062 GLAZING BEAD .893 .168 9A LAM. INSUL GLASS STD. INNER INTERLOCK r-1.714 103 ASTRAGAL STIFFENER IS 2-3/4- SILL RISER 3-1/2- SILL RISER 4.000 .982 11071 - .216 .374 - $ 4*,UTUU *"6 41 ♦ .887 :;.% ....... 125 .094- .094 078 2.512 TYP FIX. PANEL CLIP 2.672 3.422 No.70SR2 1.677 327 361 T--u ST z .893 drowing STATE OF 0. Or 893 -401 -2,441--� S.L , , 3.062 .. W14 FL #1732 % ma I sheet 6 of 04 HOLLOW STIFFENER HI-RISE OUTER INTERLOCK FIX. PANEL CLIP COVER (1�4� 2-3/4" SILL RISER 0111. 3-1/2- SILL RISER D O Z \ 0 v 0 '1J r r W ZV co y. L 0(off 0 o O 0 m �_'� � z� Bl 7T N I.g� m ' date: t0-2o_t4 revisions: (SER ALUM.SLIDING GLASS DOOR(LM.I.) , AL-FARO CORPORATION �— 1 �'I o no Oe description T.M. WINDOWS LLC. ENGINEERS&PRODUCT DEVELOPMENT !� srnle:7 8' 1' V _....._.........._ ___ ______ 1235 S.W.87 AVE Ai 601 N.W. 12TH AVE. MAMIFLORIDA 33174O BEACH. FL. 33069 TEL.(3°5)264-8100 FA%.(3°5)262$978 TEL. (954)781-4430 FA)(. (954)781-5078 �----- -------�COMP-ANL\W74-40TMW RECEIVrz SEP 7 6 2016 MIAMI-D,ADE PEWi:41TTWG MIAMI-DADECOUNTYSt. Lucie County, FPRODUCT 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 elocity Hu - DESCRIPTIO cries ' 7 HP"Aluminum Single Hung Window- APPROVAL DOCUMENT:Drawing No.W07-25,titled"Series 747 HP Alum. Single Hung Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/30/07,with revision D dated 05/04/15,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 RA rI :Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent a e with the manufacturer's name or logo, city, state, model/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 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#13-0122.03 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,PE. NOA No.15-0611.08 MIAMI-DADS COUNTY Expiration Date: March 06,2018 q f3�1 Approval Date: September 03,2015 Page 1 `s TM Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 07-0612.06) 2. Drawing No W07-25, sheets 1 through 5 of 5,titled"Series 747 HP Alum. Single Hung Wdw. (L.M.I.)", dated 03/30/07,with revision D dated 05/04/15,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 Entiy Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 747 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4974, dated 01/02/07, signed and sealed by Michael Wenzel,P.E. (Submitted under previous NOA#07-0612.06) 2. 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 a series 747 aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5143,dated 03/06/07, signed and sealed by Michael Wenzel,P.E. (Submitted under previvus'NOA#07-0612.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyingtit;hhFBC-Ste Edition (2014) dated 05/01/15,prepared by Al-Farooq Corporationed and s ed 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). Manuel P P.E. Product ControEx iner NOA No. 611.08 Expiration Date: March 06,2018 Approval Date: September 03,2015 . E-1 r 'r TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 3. 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. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest, dated May 1, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report no. FTL-4974, issued by Fenestration Testing Laboratory,Inc., dated March 07,2007, signed and sealed by Michael Wenzel,P.E. (Submitted under NOA#07-0612.06) 3. Laboratory compliance letter for Test Report no. FTL-5143,issued by Fenestration Testing Laboratory, Inc., dated March 22,2007, signed and sealed by Michael Wenzel,P.E. (Submitted underNOA#07-0612.06) G. OTHERS 1. Notice of Acceptance No. 13-0122.03,issued to T.M. Windows LLC for their Series "747 HP"Aluminum Single Hung Window—L.M.I., approved on 03/28/13 and expiring on 03/06/18. Manuel Pe;w,P.B. Product Controlxa finer NOA No. 11.08 Expiration Date: March 06,2018 Approval Date: September 03,2015 E-2 AI 53 1/8' 63 1/8' WINDOW WIDTH WINDOW WIDTH I 48 1/4' 48 1/4' Q 3 D.L.OPG.W. (FIXED) D.L.OPG.A(FIXED) FALSE MUNDNS FALSE MUNTWS vl (SURFACE APPLIED) 21' m (SURFACE APPLIED) 21'MAX. mg H WW A MAY BE USED 3 HEAD/SILL MAY BE USED A HEAD/SILL fr1� G o ' D II II C�y1 O 17 ADDL ANCHORS 4 II II y 0 AS READ. ro 0 ----- SEE CHART II 11 'µn�ppY'�oz3 mNg~OS2 \M O0 -__-3C3_-I'I1IIIIIiIII�I1IIIIIi III %%"7I�I1IIIII{iIIII'I1IIII�Iri III FOR AITY OC bmei pm o ADL ANCHORU. J SECHA2In SEE CHART ---- FOR CAPACITY � (DM 2 Oo M JW� 18 Z 51/2'MAX. 5 1/2'MAX. O1 U 47 5/8' HEAD/SILL 47 7/8' HEAD/SILL D.L.OPG. (VENT) CORNERS D.L.OPG.(VENT) CORNERS n. O Oam - THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 49 7/8' 50 1/4' Z IDTH VENT WIDTH Z a SHUTTERS ARE NOT REQUIRED. ) TYPICAL ELEVATION TYPICAL ELEVATION SERIES 747 HIGH PERFORMANCE EQUAL LITES UNEQUAL LITES ~^a 0 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE n o 0 COMBINATIONS OF S.H./S,H. OR SINGLE HUNG WITH OTHER E B R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MUWONS IN BETWEEN. c i"8 U LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL ° a a e WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AMD TESTED TO COMPLY WITH THE oo�no REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY > HURRICANE ZONE(HVHZ). LAMINATED GLASS g< m u o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACT LOADS TO THE STRUCTURE, q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Engn JAVAD AHMAD PR.ODUCTRBVISED 7 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. nacom!mB%vllhWaFlmida 2 v FIA.PE 70592 P Y Y ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA.3538 Building Code' NOT PART OF THIS APPROVAL Acceptance'(5-1*T(•�8 Bxplrulion Dale �/$ b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ©Y 0 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. Mlnm O ProduG drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT SEP Mir W07-25 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheat 1 of 5 I 090'Interlayer 120'Interlayer Q ' AAD CAP TYPES)WINDOWS �U _ CITY-PSP t 3/I B'HEAT STR D('IASS 3/16"HEAT STREN'0 CLASS EQUAL LITES WINDOWS UNEQUAL Ll' TE9(ORIEL DE91GN LOAD CAPACITY-PSP DESIGN A SaRex Clear And Color Glass Uvekol 5 G1.A95 TYPES CLASS TYPES GLASS TYPE • cL139 TYPES CLASS TYPES GLASS TYPE By'Eastman Chemical Co.' By'Aline%USA,Inc.' 'C'&'E' NINDOW DIMS. A'&'e C'k$' D' WINDOW DIMS. A &'B' WIDTH HEIGHT E%T.(+)INT.(-)E%L(+)INT.(-) IXL(+)INT.(-) WIDTH HOGHf fJ(LC4)1M.C-) FM.(F)iNf.(-) EXY:C+)1fR.C�) Z � 3 3/16'HEAT STREN'D CLASS 3/16'HEAT STREN'0 GLASS 19-1/8• DDA Bob 8010 80.0 9010 IMO 19-1/8• 90A 9010 80.0 80.0 90A 130.0 2 J 26-1/2' 26, 00.0 90.0 60.0 80.0 90.0 130.0 26-f/2'50-5/8' 90.0 90.0 80.0 80.0 90.0 130.0 h SILICONE I.I SILICONE 37' (3) 00.0 90.0 60.0 80.0 90.0 130.0 37` (;) 9DA 80.0 80.0 80.0 90.4 13010 y � GE 7700 m GE 77� 5J-f/6• 90.0 90.0 60.0 8D.0 90.0 130.0 83-1/g' 90.0 90.0 80.0 BO.q 90.0 119.2 9 o c7 TREMCO SPECTRUM 2 z H TREMCO SPECTRUM 2 0 v 5 19-1f8' 90.0 904 60.0 8010 90.0 t30.0 ig-1/8• 9010 90.0 60.0 80.0 90.0 130.0 yr 9 ij ij 9 jl it 20- 2"JB-3 00.0 90.0 80.0 0 goo 130.0 26-1/2'S8-5/8" 90.0 90.0 80.0 80.0 90.0 130.0 p 0. j li it jl 37'" {4) 00.0 00.0 80.0 SOA 00.0 130.0 � 37' (5) 60.0 911.0 80.0 Sao SOO 130.0 Q�j Y -I/6• 90.0 90.a Sola 80.0 90.0 130.0 / 53-1/9' 90.0 90.0 60.0 60.0 90.0 113.7 V" 19-1/8" 90.0 90.0 80.0 8DA 90.0 130.0 19-1/6" 90.0 80.0 80.11 80.0 90.0 130.0 28^t/2'50_5/6• 90.0 90.0 80.0 80.0 90.0 130.0 = 26-1/2' 90.0 90.0 80.0 60.0 90.0 130.0 Q 0 37• (4) 9010 OOA 80.0 8DA 913.0 730.0 �Jr 37' (g) 90.0 90.0 80.0 SOA 90.0 130.0 �yyy��O 53-1/8' 9010 9010 41010 Bojo 9010 1164 11 53-1/8• 90.0 90.0 - - 90.0 110.5 ( i9-1/6` 00.0 90.0 8010 8010 90.0 130.0 �i 19-if8' 90.0 90.0 00.0 80.0 90.0 130.0 2 in y, q 7/16"OVERALL LAA. GLASS 1/2'OVERALL LAM.GLASS 28-1/2"5&-5/41' 9D.O 90.0 80.0 8010 90.0 130.0 26-1/2'78-3/4` 90.0 90.0 8010 8010 90.0 130.0 TYPE A' TY 37 (g) 9010 8DA 8010 BOA 900 130.4 37" (g) 90.0 90.0 - - 90.0 130.0 Q TW 53-1/B" 80.0 90.0 80.0 BD.O SOO 106.9 W 83-1/8' BO.O 90.0 90.0 109.6 19-1/a' 9D.0 9D.0 80.0 80.0 90.0 130.0 24' 90.0 96.0 80.0 80.0 solo 130.0 3/18"ANN.GLASS 3/16-ANN.GLASS 2r6^-].L?2 8J,• 913.0 90.0 Solo 90.0 130.0 Jo` 90.0 90.0 80.0 Box 90.0 130.0 � 120'Interlayer 090'Interlayer l.;y (8) OD.O go.0 B0.0 80.0 90.0 136.0 36, 90.0 90.0 80.0 8010 90.0 130.0 Uvakol S Safle%Clear And Color Glass 53-1/41' 90.0 90.11 80.0 80.0 9DA 102.5 42' (4 90.0 90.0 50.0 80.0 90.0 13°10 By'Altnex USA,Inc.' By'Eastman Chemical Co.' to-IA. 90.0 00.0 00.0 60.0 90.0 130.0 48' 90.0 8010 80.0 00.0 90.0 130.0 R 26-1/2' 00.0 90.0 80.0 BOA 9010 130.0 Be90.0 90.0 80.0 no SOO Itg.a ca s�D`•" 3/16"ANN.CLASS 3/16'ANN.GLASS 70-3/4' Z 3T (6) 913.0 90.0 80.0 60.0 9010 130.0 24' 9010 solo 80.0 8010 90.0 130.0 0 WW SILICONE SILICONE 53-1/8' 90A 9QA SDA 8DA SOA 9310 30' 9010 90.0 80.0 80.0 904 130.0 = t 24' 90.0 90.0 60.0 80.0 90.0 130.0 36" 90.0 9D.0 00.0 80.0 90.0 130.0 U14 m GE 7700 m GE 7700 J W TREMCO SPECTRUM 2 N TREMCO SPECTRUM 2 30' 9DA 9010 R&D 80.0 904 130.0 42" j 904 004 SOA SOA sole 130.0 Uz-y J J cv�1 36' 90.0 SDA 80.0 SD.O 90.0 130.0 46' 90.0 90.0 SO.0 80.0 90.0 130.0 N 9 I jl 1Y 9 li li 48" 6ul L) u it i 42' (4) OOA 904 80.0 80.0 90.0 t3o.0 = 54' 89.1 90.0 - - 69.1 109.7 ;;6 1 46' 90.0 90.0 60.0 60.0 SD.O 130.0 a 24' 90.0 90.0 80.D 80.0 90.0 130.0 = O m qp It !I j! II Be 9DA 90.0 8010 80.0 90.0 118.3 '� 30' 90.0 9010 80.0. Sao 90.0 130.0 -1r7I 24' 90.0 90.0 80.0 60.0 90.0 130.0 Z n Da 36' 72• 90.0 90.0 80.0 60.0 90.0 130.0 r z 4 34' 9010 90.0 80.0 80.0 90.0 130. a 42' (� 90.0 911.0 - - 00.0 130.0 1'w 36' go, 90.0 90.0 60.0 60.0 90,0 130.0 48` 00.0 90.0 90.0 129.3 42' (g) 90.0 90.0 SOA 6010 90.0 130. 4 54' 84.8 GOD 64.8 106.4 7/2'OVERALL IAM.CLASS 7/16'OVERALL LAA{.CLASS 48' 9D.0 00.0 8D.0 80.0 00.0 123.6 L53-1/6' 50-55/8' _ 90.0 13010' 90.4 90.0 80.0 80.0 90.0 102.7 5 TY E CmVp� s/e AAbE 1E, 24' 9D.0 9010 60.0 6010 90.0 1301041010130109D.0 90.0 80.0 80.0 90.0 130.0 3 - •• - - 90.0 130.0 36' 9D.0 90.0 RDA SD.O 90.0 IJD.O 3ji8'HEAT 57REN'D GLA5S 3ji8'HEAT STREN'D GLASS 42' �� 90.13 90.0 Salo BD.a 90.0 136.0 76"3/4' 90.0 126.3 < c 075'Interayer 09D"Interlayer 40' 90.0 9010 80.0 80.0 900 115.0 g °Y 9 o v SONO%CP Witfi PE7 Cors SentryGlas 54' 802 90,0 754 78.4 88.2 93.8 90.0 130.0 By'Eastman Chemical Co: By'Kurarcy America,Inc.' so-5 e' $ S 33-116" - - - - 0010 130.0 54' - - - - 8911 128.7 ;u a 3/16"HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS ^1/6,66 5/8' 90.0 130.o . 54' �• - - - - 84.8 122.5 �o SILICONE 41 SILICONE 53-1/6' - - - - 80.0 130.0 $9 0 S b 63' �N0.IN PARENTHESIS INDICATE N0.OF ANCHORS PER JAMB iA z a1 GE 7700 m GE 7700 TREMCO SPECTRUM 2 z TREMCO SPECTRUM 2 76-3/4' 9 i � 5T-1/S, 6 - - `" - 9010 130.0 < ° Be - - - - 90.0 130,0 441' c "., q •I \ is I: D ,1�1 it II 4S• �. _ _ 9010 130.0 .! 114• (0) _ _ - 90.0 �121.4 Fngr:•JAVAD PRODUCT Rt'sV75F.D ci CML av complyin8 with We Plmide + "" FIA.PE y 70592 tt4 ( CAN.3S38 Building Coda 15 Ab1 J a� , y N0.IN PARENTHESIS INDICATE N0.OF ANCHORS PER JAMB Acceptance Na 88 Expiration Dau,?Uj" 15/32'OVERALL LAM.GLASS 7/10"OVERALL LAM. CLASS NOTE: ON By TYPE ,D, TYPE111. BASED ON ASTMSE1300H09 (3E EC.RGUSTS) drawing no. SF, 4 201,)F Altami P,odaat ' GLAZING OPTION AND FLORIDA BUILDING COMMISSION W07-25 DECLARATORY STATEMENT DCAOS-DEC-219 sheat 2 of 5 V TYPICAL ANCHORS TYPICAL ANCHORS V 3 EDGE DIST. SEE ELEV SEE ELEVS.FOR SPACING 2_WOOD BUCK FOR SPACING WOOD RUCTURE 1BY. :�.. .. F�-- -------------—�� o °WOOD BU ' ' METAL I I Z �. 3 p i - a .� I MIAMI—DAOE COUNTY APPROVED I / •ep s 'iA• L a STRUCTURE it MULLION&MULUON ANCHORS II r OGE 01ST. O -� p• •-, j SEE SEPARATE NOA I- s� *;• EDGE DIST. i EDGE DIST. O o I I II 09 U --------_ �J IL D 1 < A V0 ryMM� TYPICAL ANCHORS \ a M o SEE ELLV.FOR SPACING O Q Q I! I� TYPICAL ANCHORS O A K jj fl SEE ELEV. FOR SPACING Q' TYPICAL ANCHORS' SEE ELEV. FOR SPACING Q h o !� !� 1/4" DIA. ULTRACON BY 'ELCO 0177 KSI,Fy=155 K51) J WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS TO 281 WOOD BUCKS OR WOOD STRUCTURES Q E is 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O ! i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 19Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I !I 7 is !. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY O1. 5 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)❑ �M m 5 1-1/4" MIN. CONC. OR MASONRY (JAMBS) B 4 25 k14 SMS OR SELF DRILLING SCREWS RADE 2 CRS) a E_ ° 8" THK. MIN. (Fy a 36 KSI MIN.) t o W it ALUMINUM /8"THK. MIN. (6063—T5 MIN.) a O o m z I CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r m o N k j j cd n §z o #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'•) w0' 0_ o F'� (NO SHIM SPACE) ! I. TYPICAL EDGE DISTANCii itE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. E INTO METAL STRUCTURE = 3/4" MIN. 8 M" z 75 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. W>' 10 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. $ g C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 4 i L SEALANTS: Oi 2 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH j 1BY ' SILICONE OR ACRYLIC SEALANT. 2 o W7 �10 WOOD BUCK Q o " WEEPHOLES: O W7 7/8" LONG NOTCH AT EACH END 6 _ Engr:.JAVAD AHMAD PRODUCTREVISED In° - - CML as complying with the Florida Ri ° a FLA.PE Z0592 Building Code o ', - �_ '••r. - CAN. Accepinnco Na�g'O(.11.06 �•, k •.p, ! a 1e I fii -v' vExpimtlon Dntc 2018 '� v -A, -,•9... I TYPICAL ANCHORS' . v TYPICAL ANCHORS Minni Dodo Product SEE ELEV. SEE ELEV. drawing no. 07_2 FOR SPACING FOR SPACING 1 •° EDGE DIST. EDGE DIST. YY Gd sheet of 5 r1 ITEM PART d QTY. DESCRIPTION MATERIAL. MANP./SUPPLIER/REMARKS S 1 TM-131A 1 FRAME HEAD 6003-TO - TF.f 2 OW-37731 1 FRAME SILL 6063-Te - n 3 TM-130 2 FRAME JAMB 6003-TO - B.- j 4 TM-137 1 MEETING RAIL 6063-T6 - �ryp J 5 TM-140 1 VENT TOP RAIL 6063-TO - 6 GW-37730 1 VENT BOTTOM RAIL 6063-T6 - IQR (s p 7 GW-31134 2 VENT JAMB STILE 6003-To - a c) 8 OW-31470 2 VENT STOP 6063-T6 - a p MIAMI-DADS COUNTY 9 TM-1410 4/VENT GLAZING BEAD 6063-T6 - APPR,D CUPPED MULUON (� SEE SEPARATE NOA 10 W43371 (2)STRIP FIN SEAL WEATHERSTRIP - BOTTOM RAIL/FRAME SILL p TYPICAL ANCHORS O 6 Q Q g SEE ELEV.FOR SPACING 11 W43201 (1)STRIP FININ SEAL WEATHERSTRIP - VENTTOP/MTC.RA(L 12 W31225 (2)STRIP FIN SEAL WEATHERSTRIP VENT JAMB STIES Q L00d3�a 14 P5043 2 1 3/85k7/8'xl/2'FINSEAL PAD - FRAME SILL CORNERS I I 15 TM-1184 Z/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTT.RAIL,6'FROM ENDS 0) 1 16 - 4/VENT VENT GUIDE NYLON VENT INT.CORNERS �j CZ7 M j 1� I 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS IS MR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 0 19 N69 2/VENT CAIDWELL BALANCE CUP - VENT BOTT.CORNERS uL �I 1� 20 - 2 #12 x 3/4'P.H.SNS STEEL (1)AT EACH BALANCE I I j I I j 21 - 2/CORNER J12 x 1'P.H.SMS STEEL FRAME CORNERS&MTG.RAIL CORNERS m _..... 22 - 2/CORNER #10 x 1'P.H.SMS STEEL VENT CORNERS 3 OL I i I ILIE 4 #6 x 3/8'F.H.SMS. STEEL AT EA PLASTIC GUIDE2 1/2'X 1'X 1/8'REINF.CHANNEL 0063-T5 AT MTC.RAILEXTERIOR 1 1 X I X 1/8'REINF.TUBE 6063-T5 AT VENT TOP RAIL JWINDOW WIDTH WINDOW WIDTH 1 1-3/8 X 1/10'REINF.BAR 6003-75 AT VENT TOP RAIL pi J Z JT o ( 3� 0n-M 0 VENT WIDTH 3 )a D D.L.OPG. 1/SHIM. O 1/4'MAX. SHIM 1/4'SHIM TYPICAL ANCHORS 18SEE ELEV.FOR SPACING B 12 16 17 TYPICAL ANCHORS MAX.�' SEE ELEV. Q v FOR SPACING 7 Pilo •x 8 � �• -_- - -- -- _-- - -_- .1. /4' 1 1/2' TYPICAL ANCHORS ° SEE EI£/, - -- - - - - -- - -- - - - WOODS K o02�� q S R m FOR SPACING _____________ ______________ WOOD STRUCTUR Po 8. a 3 EXTERIORtoyCML Enyr A µ PRODUCT REVISCD q c METAL WOOD BUCKS •P 1z, m complying with Mw Florida 3 STRUCTURE D.L.OPG. (FIXED) f de Aulding oNot5O�oI1.Q Ex iro(I Da w pi$ aEp , 8 ' WINDOW WIDTH - 0 By drawing no. t' ade Product MILIn 015 W07-25 sheet 4 of 5 1.425 .938 5.042 2, 062 n .osz � 1.900 C � ,.500 1.437 .062 '837 3.069 1160 'OIJ01.405 VENT STOP _ 2 a F: v 3.166 a fou LL 1.000 Q FRAME HEAD LI-12.437- 25 rs00 0&4,4 1.000 Q FRAME JAMB ,zs a Pa g N .923 2 MTG. RAIL REINFORCING I Q b ,055 2.312 1.11.375 r O 602 040 ^ s°2 1.000 VENT 70P CORNER 385 1� 1 3 00 1.000 .125 0, n Q FIXED MEETING RAIL Q GLAZING BEAD z o o h 2.373 = O M �^-1.188 25 FRAME TOP CORNER `` J w-,j1'375 I I TOP RAIL REINFORCING 22 ^J Z> c J -p 30( 1.750 1.374 062 919961062 .238 _ Oa 0] 055 C ZO 2.312 n 3ZQ .688 1. 1.286N 0 1 a �1 o 1.000 5O VENT TOP RAIL 7O SASH SIDE RAIL Q LATCH LOCK 2.202 0 X. 3.245 I W w .997-^� N g .052 3.812 FF LE 4.347 4.312 0 3.927 VENT BOTTOM CORNER 4 , . AHMAD 062 I Enyr. CML PRODUCT REVISED i rlA.PE/70592 a complying with Ihq Florida o T-- CAN.3536 building Codc z, -oz .684 I%ialian Du1 X18 o 8 $ O Imo--3,141 �I7 Mj Dade Product iml 1.376 FRAME BOT70M CORNER Q VENT BOTTOM RAIL FRAME SILL C F�:V- j SEP 2 6 29% PERMIA�MI•DADE Lucie IT unty, 5t. Lucie County, 1=L blfAt�II-DADS C017i`lTY PRODUCT CONTROL SECTION DEPARTIMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 203 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) tinnv.miamidade.Qov/economy ES Windows,LLC 10653 NE QuaybAdge Ct. Miami,FL 33138 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 - r _i�ontrol Section to be used in Miami Dade County arid others where allowed by the Authori 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 Hip-,h Velocity e. DESCRIPTIO :Extruded Aluminum�TubMullion—L. . .APPROVAL DOC NT:Drawing N4-04,titled"Aluminum Tube Mullions",sheets 1 through 9 of 9,dated 04/26/04,with revision G dated 07/14/14,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 expiratio ie iarni—Dade Coun uct Control Section. MISSILE IMPACT TG:,Large and Small Missile Impact Resistan LABELING: Each um shall bear aanu acturer's name or logo, city, state, model/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 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 NDA shall be cause for termination and removal of NOA. ADV 1RTISEi +NT: 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 and renews NOA#12-0308.37 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. MIAMI DARE COUN iY G�%�' =Septeniber 731.06 Exp ,2019Ap ,2014age 1 I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, 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,Type"D-A"fixed window, Grade 10,Level LV 1 per ASTM F 588-04; Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTI..-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analy 's, complying with FBC-2010, dated 09/01/09 and -updated on 07/10/14 to comply with FBC 5"' Edition {2014), prepared by Al-Farooq Corporation, signed and sealed y Javad Ahmad,P.E. (Subirdltedpartially uirderNOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MA'T'ERIAL CERTIFICATIONS 1. None. ManueIT4ez,Y.E. i� Product Coni trol#xaminer NOA Nv-.- 4-0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - St" Edition (2014), and of no financial interest, dated July 10,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03,issued by Fenestration Testing Laboratory,Inc., all signed and sealed by Joseph C. Chan,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions—L.M.I., approved on 05/31/12 and expiring on 09/16114. Manuel Per"ez;�iE. Product Control Examiner NOA No. 1431.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-2 Ti 'IIot S 9'=I 3.000 I l ,�JJI I1��'`II I kk TYPICAL a' it u I. rr I_GLAZING PRODUCT IV II R .}yti.,; g 0 n iT''s'i U I I '.:�� .0 0. �¢o 0 4=0D I r' TYPICAL 7.000 jL r WINDOW FRAME I II I III ; �'Z 6.,D ? �'r� ¢b 6,00a 3.000 4.000 i; z li __........ TUBULAR SHAPES .01! 2,000 ALLOY- 6063-T6 I.MULLION SYSTEM 1S RATED FOR LARGE MISSILE IMPACT. J! ak u I AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED iiIMPACT AND NON—IMPACT RESISTANT PRODUCTS, L..__—_.._.._..... __......_.. f W MULLIONS- IC L G N ODU �� a y 'RECTANGULAR ALUMINUM'TUBE MULLIONS TAL OR VERTICAL 3 N DING MULLION PROPERTIESONLY SEEVAL FOR FASTENERS SIZE AND SPACING I j d~IMI NOTES; I Z 1 ,a THIS PRODUCT HAS'6EEN DESIGNED AND JESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ;4 N j Va HURRSCAME ZONE(yMIZ). ' to 7 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER C- ----� INFILTRATION, FORGED-ENTRY RESISTANCE, SAFEGUARDS ETC. MOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.}. �) ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILSyR EI i 818 RIK ARE NOT PART OF THIS APPROVAL. OI A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA Aly SHALL MEET THE REOUIREMIENTS OF THE FLORIDA BLDG.CODE. - I INSTRUCTIONS: '2 a .gl$i�:""-.i USE CHARTS AND GRAPHS AS FOLLOWS. d oi�a,W STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-•QADE COUNTY APPROVED GLAZING PRODUCTS Engr;JA AO AHLAD PRODUCFTLBVISTiD MEETING ABOVE LOAD REQUIREMENTS. •''STEP 3 USE CONNECTION T4 MULLION AS PER PRODUCT 'NIL' IIIA LB rvllh lho ifotlJe I SS �, •. t APPROVAL. FIA yy 70592 Bui4dHlg Carlo C.A..S5 B J Acccptonco No USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH ILII ' 1{4r` LTx'Cotton DotaJ .Gv! STEP 4.BENIGN RATING MORE THAN DESIGN LOAD SPECIFIED Vt �'-�L2!j J�=�.�'e� IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 6 THRU 9 AND ANCHOR CHARTS j {. A4Tnu Ozd2 P k CgiitF91 di'OWitig (10. STEP 5 ON SHEET 4,SELECT ANCHOR TYPE IVITH DESIGN RATING ! / M04-70 MICRE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. " / �sheel 1 of 9 i I.I.0002s .00 •.323 1.a0D ..}.-�x.00o-'{�,25 �x.DDo-� r.250 II � - _-L I 1 -�{ 10 p- 2.000 l.0 Iqt a -"•{ 1.000 I"- .125 .338 I I ��.125 - 0 ( I--� .125 • .125 125 ' 4.000 . i 0 i 5 4.000 3.000 3A00 .125 0 1 6.DOD 6.000 1' j LiLji LLU 338 ,323 5.000 .125 .12 .250 0 1 6 C IX= .950 IN\4 IX 2.037 111\4 1X a 1.466 IN\4 Ix = 1.48 IIW\4\4 I 1 O Sx = .977 IN\3 Sx 1,487 IN\3 Q w 3 a G Sx .634 IN\3 SX 1.018 IN\3 Ij,2 N 1 X 3 1 X 4 1 X 3 1 X 4 Q � fiT'D MULUDN STD MULLION CUSIPM MULLION CUSTOM MU L�. !ON 6063-T6 6063-T6 6063-76 6063-T6r Ix 5.204 IN\4 Ix 5.276 IN\4 Ix 15.203 IN\4 i }� �2.000125 SX 2.082 IN\3 Sx - 2.758 W\3 Sz = 5.068 IR\3 1 Ml 1 2 X 5 2 X 6 2 X 6 of 0 H+--2.000 �•125 STD. MULLION STD. MULLION ;.�EAVY MULLION I 6063-T6 6063-TS 6063-T6 J m .125 .720 W w 1.590 m LdJ 4.000 3.000 .125 �I .156 TYP. i :31.125 2.750 3.250mu 2.0100 1.405 IX 1.467 IN\4 IX - 2.976 iN\4 ( ----'� SX .978 IN\3 SX - 1.488 IN\3 It..-- 1 2 X 3 2 X 4 3, 4.500-II t� STD. MULLION 61¢. MULLION d,sDo --d � (�IQ 6063-TO 6063-TO NOTCHoli�1 NOTCH Y OPTIONAL OPTIONAL Hit �Q ttP. 1/2" w �5j" NP. v,Q f53� 125 2.000 Ed-IAIN.EDGE DIST. _ Ed, Ed MIN.EOGE 01ST. 1J2"FOR 1/4"DIA,ANCHORS f/2•'FOR t/4" IA.ANCHORS o c S:x'16; 5/0' FOR 5/16"DIA.ANCHORS 5/8"FOR 5/18 DU.ANCHORS Ed. A ory�ct: a w 4 0 6 1 MULLION CLIP MULLION CLIP amu.c,w,•�'u 2.000-^I 6063-T6 6063-T6 1: Engr:JA AO AHI,IAO PRODUCTRRVISEO H MI. ocomplying wllhthe Worth i FtA. 70592 Building Code Ed. C.A. . 538• d7z, Acce lance A'o D„� Z iData tTitA"{..t1 9 I UL 2 ;9�� ) Ed=MIN.EDGE DIST. q FOR IJd"CIA.ANCHORS � 1+ nua e1Mo ucTCmtJ/, 'drawing n4. SJ8"FOR 5/10"DIA.ANCHORSANQLE CLIP ` ; ^• M�t�.-4t�. ' 6063-TS sheet 2 of�g; i DESIGN.LOAD,CAPACITY.- PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY- PSP (1, 13B MULLIONS) '-DESIGN LOAD..CAPACIT -PSF.'(TUOE MULLIONS) 1 Xa 1x4 /-" 1 CUSTOM CUSTOM GUSTO\I CUST041 CUSTOM CUSTOM 1•`�� II WINDOi9.DIMS. - - ' - WINDOW DIMS. 1YINDOyY))IMS. - I I -._. -._ lXa 1•X4 2X3 2X4,'2Xfi.,2X8 2X6 1X3' 10%4 2Xa 2Xd 2X6 2X8 7X0 lX•3 1 4. 2X3 2X4 2X6 2X•8 2X8 p WIDTH (W)MULL,SPAN'STA. STD.. STD, STD.. STD,- 9TD. 'HEAVY. WIDTH,(W)I.IULL.SPAN'STD, STD. STD. ,STD. STD, STD, . I12AVY YIIDTH(V`1) AIULL.SPAN 6 D. .BT . STD,. BTB. STD. .STD. ' HEAVY Z 19-1/8" 150.0 150.0 150.0' 150.0 150.0 150.0 150.0 19-1/8" 74.6 140.9 115.L 150.0 150.0 150.0 150.0 19-I/B" - '379 27.3 55.7 96.7_ 146.1 1500 0 0 00.0_0. __.-......... -_. ... .000.._,50..__.. .150.0 7t,, 26-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 20-1/2" 53.8 101.7' 03.1 148.6 150.0 150.0 150.0 2B-1/2" - 27 105.5 150_.0_ i3l 0000_._ 30' 150.0 150.0 .150.0 150.0 150.0 150.0 150.0 30' 47.5 '89.8 73.4- 131.3 ISO.O 150.0 150. 30" - 24 I - 75.3 .61.7 93.2 _150.0 :3I _.-- .. _ J7' '150.0 ' 150.0 150.0 150.0 150.0 1500 150,0 J7' 38.5 72.8 59.5' 1.06.4' -148;9 150:0 150.0 37" - - - 26.fi 50.0 75.5 138.8 d -- _... 0000_ 42' 149.6 150.0 150:0_ 150.0 150.0 150.0. .150.0 42' 3J.9 84.2 52.4 9' 131.2 150.0 150.0 42" - - 25.2 44.1 66.5 . _122.3 .. .. 0000 0000 �, D LL 48' JB-J/8" 170.9 150.0 150.0- 150;0- 150.0 150.0 150.0 48" 74-I/4" 29.7 56.1. _45^9_ 82.1 114,8 150.0 150.0 4B" 120' __•,_ -, - 22.0- 38.5 58.2 107.0_ 54' 116.3_• 150.0 150.0 150.0 150:0_ .150,0 150.0 54' •• :2604 48.9 40.8 72,9_ 102.1 175.2 150.0 54" - - - - - 34.3_ 51.B 95.1 (,�G r 60' 104.7 150.0 150.0 150.0 150,0 150.0 150.0 60" 23.8 44.9 36.7 65:6 91.8 121.7 150.0 60" - - - - 30.8 46.6_ _B5.6 C? I _ _0000__ _ � 66 95.2 150:0 146;8 1500 150.0. 150.0 150.0 66' 21.6 40.8 33.4 59.7 83.5 110.6 150.0 66 - - - �='- 26.0 42.3 77.8 0000:_ 0000 0000._ '.- _ I 72' 87.3 140.1 134.5 150.0 150.0 150.0150.0 72' - 37.4 30.6 54.7 76.5 101.4 150.0 . 72" - - - - 25.7 38.8 71.3 G'6Cc M 19-1/8' 150.0 150.0 50.0 150.0 150.0 150.0 150.0_ 19-1/8" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/6" - 2B. 20,5 41.8 72.7. 115.6_ 150.0 11 3 ry _.._t 0000 ._ 0000_ _ 26-1/2" 136.2 150.0 150.0 150.0 ISO.p 150.0 150.0 26=1/2' 37.2 79,4 57.4__. 116.1 150.0 150.0 150.0 26-1/2" - 20. - 30.0_ 52.5 83.4 150.0 1 tNd 0 30" 120.3 150.0 150.0 150.0 150.0 150.0 150.0 30' '72.6 70.2 50.7 102.6 147.5 150.0 150.0 JO" - - - 26.5 46.7 73.7 135.4 Q Z N 8{I �_..._...._._ _ _- -__ -.0000._ ul el F - 37'. 87.6 150.0 150.0 150.0 150.0 150.0 .150.0 J7' 26.6 56.8' 41.1 83.2 116.4 150.0 150.0 37 - - - 21.5 37.6 .109.8 00,00- .._ ..__....._ 0000 ... ,-_.., 42" B5.R 138.0 132.6 .150.0 150.0 150.0 150.0 42" 23.4 ,50.1 36.2 73.3 102.5 135.0 150,0 42" _ _ - - - _ 33.1 52.6 96.7 _ -- 0000;._ 0000 _ _ 46" 50-5/8" 75.2 ,120.8 1,16.0 150.0 150.0 150.0 150.0' 48' 84" 20.5 43.9 31.7 64.1 89.7 118.8 150.0 48" 132" - - - - ._29.0 46.1 84.6 _ _- 0000 0000. ..0000_ 54' 66.8 107.3 103.1.' 150.0 150.0 150.0 150.0 54' - 39.0' .. 28.2 57.0 79.7 105.8 150.0 54" - - - 25.7 40.9 75.2 ........._..__.__ _..__.. ., 0000 0000.0000..........__.._ _.. Z 1 60" 60.2 98,8 92.6 141,2 150.0 150.0 150.0 � 60'� - � 35.1 _25.7 51.3 71.8 95.1 150.0 80" 23.2 36.8 67.7_ I OI � 66' 54:7•. 57.8 84.4 128.4 150.0 150.0 150.0 68" - 31.9 23.0 46.6 85.2 M 86.4 150.0 66" - - - 21.1 33.5 81.5 ' 0000_.� __.__...,. -..:. .. 72', 50.1' 80.5 77.7 117.7 150.0 150.0 150.0 -72' - 29.2 11:1 -0207 59.8 79.2 I45.6 72" - - - - - 30.7 56,4•• JI 18-1/8" 147,8 150.0 150.0 15U.0 150.0 150.0 150.0 19-1/9' 34.5 74.0 53.3 IOB,_ 150.0 150.0 150.0 19-1/8 - 21.D ,- 32.0 56.0 99.0 150.0 i 4 ..............-- _ 0000.0000_- 0000_ 0000. -0000 26-1/2" 103.8 150.0 150.0 ,1500 180.0 150.0: 150.0. 26-I/Z' 24.9 53.4. 038.-0 70_0 _ 124A 150.0 150.0 26-1/2" - - 23.1 _40.4 64.3 118.0 W Jm ud J 30" 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30" _22_0__ 47.2 34.0 68.9 109.9 145.6 150.0 30" - - - - 20.4 35.7_ 56.8 104.3 fD L,1 �.__.00.0...., _ 37" 74.7' 119.7 114.7 150.0 150,0 150.0 150.0 37" - 78.2 27,5 55.9_ 89.1 118,0 150,0 37" - - - 28.9 46.0 _84.5 42" 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42" - 33.7 24.3 49.2 70.5 104.0 150.0 42" - - - 25.5 40.5 74.5 r M 00,00.0000_ _ 0000_ _ _-0000 48" ,58' 57.7 92.0 .88.4 134.5 150.0 150:0 150.0 .4B' 96" - 29.5 21.2 4701 68.7 91.0 150.0 48" 14d" _ _ - - 22.7__ 35.5 65.2 1 D • 54' 50.9 81.8 ,78.6 119.5 150.0 150.0 150.0 5d' - •26.2_ - 38.3 61.0 80.9 148.6 54" - - - 31.5 57.8 Z 80" 45.8 73.6 70.7 107.8 _1500 150.0 150.0 60' - 23.6 - 34.4 54.9 72.8 137.7 60" - - _ - 28.4 52.1 j 13 .-. -_ 66" 41.7 66.9 84.3 97.8 136.8 150.0 150.0 66" _ 21.4 - 31.3 49.9 66.2 121,fi 66" - - - - 25.B 47.4 Q I In cl __ ......_.__._. __ 0000 .. _. _ 72' 30.2 61.7 58.9 88.6 125.4 150,0 150.0 72' - - - 28.7 45.0 60.7 111.5 72" - - - - 27.6 43.4 IW t 19-1/8" '121.9 150.0 150.0 150.0. 150.0 150.0 150.0 19-1/8" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 -•---'-•--- -"----'- ARCHES TO BE IN RIBEO HORIZONTAL MULLION 28-1/2" 88.0 141.2 175.7 150.0 150.0 150.0 150.0 26-1/2" - 37.5 27.0 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE _ 30' 77.7 _ 119.9 150.0 150.0 150.0 150.0 30" - 37.1 23.9 48.4 84.6 115.0 150.0 1I . 0000.___ 0000_. ._.__...._..._._.... 07' 63.0 101.2 97.2 147.9 _50.0 150.0 150.0 37' - 26.9 - 79.2 -G8.6 97..7 150.0 Z_ E_ _.5_...._q2' 55.5 89.1 05.6 130.3 150.0 150.0 150_0 42" _ 23.7 - 74.8 60.4 82.2 150.0 �VERBCAL eM0000.-.. .._-_.__...._._40' g3" dB,6 78.0_ 74:9_ 11-0.0 150.0 150.0 150.0 48' IDB" - 20.7.• - 30.2. 52.9 719 132.1- AIULUONIf o:54' 43.2 6903 66.6 101.3 141.8• 150_0 150.0 54' - - 26.9 47.0 63.9 117.4 zq60' 38.8 . 82.4 59.8 81.2 _27.6 150.0 150.0 60" - - - 24.2 42,7 57.5 105.7 GLAZING GLAZING j d u:�,pS 1__,__.___....._ 0000.._._ 0000._._.0__0 __.__ PRODUCT PRODUCT y. l? of66" 35.3 56.7 54.5 82.9 116.0 150.0 150.0 66" - _ - 22.0 38.5 52.3 96_1 72" 32.4 52.0 49.9 76.0 106,7 140X 150.0 72' - - 20.2 35.3 -0709 80.1 T ALL LOADS-ARE EXT,(+)/INT.(-). o� $2 s E, l'!1 4'!2 �_ MULLION SPAN I v o,e LL a c. oIw MULLIONS RATED mIN THESE CHARTS MAY BE ORIENTED -- VERTICALLY OR HORIZONTALLY, (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engn JA 0 AHMAO PRODUCT RBVISED TYPICAL MULLION MULLION ARRANGEMENTS ML ascomplying%Yi_hthe Plorldn __.,___._.......__.._ FLA P 70592 Building Code .4 V!1 + W2 O.A. 538 Arcepmncc Not WIDTH (W) = Fspirnllon D81e �9 D II D II ° 1 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO -J $ 5 ' 4", 5" AND 5" TUBE MULLIONS. __ _ JULL�'1 hionllDadoProduct Control --1 -ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE ' I r; `drOlving no. M04-04 'TO ALL-TUBE MULLIONS. I MULLIONS i � `heel 3 0l 9 i -DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP DESIGN LO D CAPACITY - PSF U r WINDOW DINS, ANCHORS TYPE ANCHORS TYPE, _ ANCHORS TYPE �o WIDTH,(W)MULL,SPAN, A H. C D E.. F. 'G WIDTH (PI) MULL SPAN, A B C. D E F ,G� VlIDTH.(14) 1,1ULL SPAN A. C •D E F 6 .y1 19-1/8" 150.0 '150.0 150,0 150.0 150.0 150.0 150,0 19-1/0" 101.0 150.0. 139.5 150.0 150.0 120.6 150.0 10-1/B" .62.5 12 .0 66.3 150.0 150.0 74.6 149.2 0 I j 26-1/2" 141.0 150.0 150,0 •150.0 150,0 150.0 150.0 2¢-I/2" 72,9 145.6 100.7 150.0 150.0 87.0 . 150,0 26-1/2" 45.1 902 62.3 124.5' 150.0 53.8 107.'7 30" 174.6 150.0 '150.0 150,0 150.0 148.7 150.0 30" 64.4 128.8 89.0 150.0 ' 150.0 76.9 150.0 30" 39.8 _797 55.0 110.0 137.6 47.6 95.1_ n I� __.. I]: 217" 401.0 150.0 139.6 150.0 150.0 .120.8 150.0 37" 52.2 104.4 72.1. 144.1 150.0 82.21 124;6 217' 32.3 646 44.6 89.2 111:6 38.6 77.1 a0 G �1 42" 89.0 150.0 122.9 150.0 15U.0• 106,2 .150.0 42" 46.0 92.6 83.5. 127.0 150.0 54.9 109.8 42' 28.5_ S6 9 39.3_ 78.6 98.3. 34.0_ 67.g 0 C+! _ _ •' 48" 219-J/8' 77.9' .150.0 '107.6 150.0 150.0 92.9 150.0 48 74-1/4" 40.2 80.5'- 55.6 111.1 1219.0 48.0 96.1 48' 120' 24.9 498'' 34,4 • 68.8 86,0 29.7 59.4IL ....__ .. .___.8 54" 69.2 1216.4 95.0 150.0 150.0 82.6 150.0 54" 215,8 71.5 49:4 98.8 123.5 42.7 85.1 S4' 22.1 44 J 30.6 61.1 76.4 26.4 52.8 n -- -'-- -......... - - A ° 60" 62.3 124.6 86,1 150.0. 150.0 74_3 148.7 60" 3_2.2 64.4 44,5 88.9_ 111.2 38,4 76,9 60' -_ _ 398 27.5_ _55,0_ 66.8 23.8 _47.6. V d4 '66" 56.6_ 113.3 78.2 150.0 150,0 67.6 135.2 66 " -29.21 40.4 80,8 101.1__34.9 69.9 66" 362 25.0 50.0 62.5 21.6 43.2 a 81U M 72 51.9.' 103.8 71.7 143.3 150.0 62.0 123.9 72" 26:8 53.7 37.1 74.1 92.7 32.0 64.0 72' = 33 2 22.9 45.8 57.3 - 39.6 4 6 C 19-1/8" 148.1 .150.0- .150.0 150.0 150.0 150.0 150.0 ,19-1/8" .. 89.3 150.0 .1221.3 150.0' 150.0 105.6 150.0 19-1/8" 56.8 11 .6, 78.5 150.0 Y50.0 67.8 135.6 'a ' 26-1/2" 106.9 150.0 147.7 150.0 •150.0 127.6 150_0 26-1/2 64.4 128.9 89,0. 150.0 150.0 76.9 150.0 26-1/2' 11.0 62 56.6 113.2 141.8 48.9 . ..- _.._:._ ____. __ _ _ 30" 94.4 150.0 130.5 150.0 150.0 112,7 150.0 JO' 56.9 1121.6 76,6 150.0 150.0 67;9 135.9 30' 36.2 72 50.0 100.0 125,1 43.2 86.5 2 0 L4 37" 76.6 150.0.. 105,8. 150.0 150.0 _914 150.0 37" 46.1 92,3• 63.6 127.4 150,0 55.1 110,2 'J7' 28.4 58 7 40.6 81.1 101.4 35.1 70.1 _.._ ._ F 42`' 87.5 .134.9 921.2 150.0 150.0 80.5 150.0 q2" '40.7 81.3, 56.2 112.2 1-00.4 48.5 97.0 42" 25'.9 51 7 35.7 71A 89,4 30.9 61.8 48"• 50-5/8' 59.0 118.0•. 81.5 150.0 150,0 70.4 � 140.9 48". 64" 215,6 �71,1 19.1 813.2 122.9 42.8 84.9 48' 1212' 22.6 45 7 31.3 62.5 .78.2' 27.0 54.0 54" 52.5 104.9' 72.5 144.9 150.0 _62.6 . 125.2 54" 31.6 621.2 43.7 87.3 109.2 37.7 .75,5 54" 20.1 d0 2 27.8 55.6 69.5 24.0 48.0 60" 47,2 Q4.4 65.2' 130,4 150.0 58.4 112.7 60" 28.5 56,9 J9.J 76.6 9R.3 34.0 67.9 60' - - 216 2 25.0 50.0 62.5 21.6 43.2 N ._._-....___.. .____ --.._. _.. .._ _ ._. '68" 42.9 65.9 59.21 118.5 148.3 51.2 102.5 66" '25.9 51.7 35.7 71.4 89.4 30.9 61.8 66' - 32 9 22.7 45.5 56.9 - 39,3 I ___.........___.__...._.......... _.._. ._.. _. ..__._......__.-_-.. ___ _.. _ ... v Z, 72" 39Z 78.7 54.4 108.6 ,135.9 47.0 93.9 72" 23.7 47.4 32.8 05.5 81.9 28.3 56.6 72" - .30 2 20.8 41,7 52.1 - 216,0- !O' 19-I/8" .• 129_.3_ _150.0. 150.0 150.0 150.0 150.0 _150.0 19-1/8" 78.1 ,150.0- 107.9 150.0 150.0 93.2 150.0 14-1/8" 52.1 _IO 2 71.9 143.8150,0 62.2 124.3_ •-�-1I ti 20-1/2" 93.21 1,50_0 126.9 :150.0 .150.0 111.1, 150.0_ 28-1/2" 56,4 112.6 77.9 150.0 1,50.0 67.3 134.6 26-I/2' 37.6 75 2• 51.9 103.8 129.8 44.9 89.7__ .._9_._......_ __.-- .. .. ._.___- ._....._ ..7. T 210" 82.4 150.0 113.9 150.0 150.0 88.4 150.0 30` 46.8 99.6 68.0' 137.5 150.0 59.4 118.9 210" 33.2 6fi 4 45'.9. 91.7 114.7 39.6 79.3 w tL 217" 66_6 12121.7_ B2.J 150,0 150.0 79_8 150.0 37" 404 80.8 55.0 111.5 1219.5 18,2 9fi.4 ,77' 20.9 53 B 37.2 74.3 93.0 32.1 84.3 ' i 031 "til _.._._.__ _.__ I 42" _58.9 117 0 81.21 150.0' 150.0 70.21 1405_ 42" 215:6 71:1 _19.1 00.2 to 122.9 42,5 84.9 42' .23.7 -47 4 32.8 65.5 81.9 20.3 56.6_ 1�1- ¢ 40" 58' 51,5 103.0 71.2 142.2 150.0 61.5 123.0 48' 96" 31.1 62.J 43.0 85.9 107.5 37.2 74.3 48" 144" 20.8 41 26.7 57.3 71.7 24.8 49.5 I 0.04 M 54" 45.0 OLD 633' 126.4. 150.0 54.7 109.3 54'- 27.7 •55.3 38.2 ,76.4 95.6 213.0 66.0 54' - 216 9' 25.5 50,9 63.7 22.0 14.0 Z,Z •.M 60" 41.2 .82.4 55.9- 113.6 142.3 49.2' 98.4 60" R. 24.9. 49.8 214.4 68.8 88.0 29.7 59.4_ 60' - •321 2• 22.9 �455�7 ' 219.666" 37.5 74.9 51.8.. IOJ.4 129.4 44.7 89.4 66" 22.6 45.3 211,3 62.5 78.2 27.0 54.0 66' - 30 - 38.07Z" 34.21 68.7 47.1 g4.B 118,6 41.0, 82.0 72" 20.8 41.5 28.7 57.3 71.7 24,6 49.5 72' - 27 7 - - 33.0 N 19-1/8". 118.0 150.0 150.0 150.0 150.0 142.1 150.0 19-1/8" 69.4 138.9 05.9 150.0. 150.0 62.9 150.0 ANCHOR TYPES HORIZONTAL MULLION .��JI W,n 26-1/2° 85.9 IS0.0 118.7 150.0 150.0 102.5 150.0 26-1/2" 50.1 100.2 69.2 138.4 150.0 59.8 119.6 A,6,C,0,E, ._._.._ -_.........._._ qT HEAD/SILL/JAMBS ARCHES TO BE INSCRIBEO- 3" 75.9 0 104.8 150.0 150.0 90,6 150.0 30" 44,3 88.5 61.2 122.2 150.0 52.8 105.7 ANCHOR TYPES I INSIDE RECTANGULAR SHAPE .- -..-_- _.........._ _.__.... 37" 81.5 123.1 85.0 150.0 150.0 73.4 146.9 37" 35.9 71.8 49.8 99.1 124.0 42.8 85.7 P B G ._..._...___. _ _.. AT JAMOS ONLY .64.7 129.4 42° 211.6 63.2 43.7 67.3 109.2 37.7 75.5 - d2" 54.2 8.4 74,9 1150,0 � __49.7 _._ -_. .._._ q8" 63' 47.4 94.9 65.5 131.0 150.0 58.6_ 113,2 48" 108' 27.7 55.3 38.2 76.4 95.6 33.0 66,0 i� I PRODUCT �� 3 I Y ......._._.. __.. __......... ___...... VERTICALa 111 54" 42.2 84.3 58.2 116.4 145.6 50,3 100.6 54" 24.6 49.2 _34_.0_ 67.9 84.9. 29.4 58.7 -MULLION o �I 1'- 60" 37.9 75.9' 52.4 104.8 131.0 45.3 90.6 GO" 22.1 1 44.3 1 30.6 61.1 76.4 26.4 52.8 2 ANCHOR I C1 D 66" 34.5 _69.0 q7.7 95.2 118.1 41.2 82.21 66" 20.1 40.2 27.8 55.6 69.524.0 48.0 GLAZING GLAZING. 3 DETAIL/I I� Ipp1 72" JI,6_ 63.2 43.7 87.3 109.2 217.7 75.5 72 - I.36.9 25.5 50.9 63.7 22.0 44.0 PRODUCT PRODUCT „ . - GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-), ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERTYPES vi1 vrz , MULLION SPAN { 0 ANCHOR LOCATIONS AT HEAD, SILL OR JAMB ENDS. A B,C.D,E. GS FOR-ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. AT HEAD/SILL A A4 ; (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL_ MULLION_ARRANGEMENTS Engi:JAV D AH1,1AD PRBDUCTHDV lho I II o ED L neilding Code wllh the ilmldR FLA.P 70592 Building Code xx 1VI +W2 I CA.N 35J8 AcccplmlceNo -0 ,Ow iII� WIDTH (W) _ 2 I. I i, Ln itollon Date ANCHORS-TYPE 'D' AND 'E' APPLICABLE' TO _ 4",'5" AND 6" TUBE MULLIONS. �uL 21e014 qji aoPr L141C -'"- ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G''APPLICABLE r- i drawing nO.' bel De du�gF TO ALL TUBE MULLIONS, ANCHORS r ; M04-04 L......._._ l. sheet 4 01 9 j 1/4"DIA:ULTRACONS 1/4"DU.'ULTRACONS 1/4'DIA, ULTRACONS '1/4'DIA. ULTRACONS E I 2 PER CLIP (1 ON EACH 1 PER ANGLE Ed ? IJ4"MIN. ' d PER CUA(2 ON EACH WANG) ?PER ANGLE L-----•�0 1 'j '. jl',y I+ �'• I I �°A'9''N�1f� •. ..Ij� I �l t�, • 't� •{! I Typ :2 M i3 .• y Tyr..' E1it ? jt l i II'tl' 1 1 I _FLOATING a& i ILJI FLOATING CUP I I I I ILJj C IF jj j SNUG FIT INSIDE MULL I i i 2 X 2 X.1�8" I 1 8Y' SNUG FIT 1 BE MULL t 1 2•X 2 X 118 0 4 Yt000 BUCK ti JI i i ALUM ANLL Yl000 BUCK I i I I ALUM AND 100F. U Ll I a ________ J Rl4 SMS o.O { 1 I �p I --�---^ Ji A14 sM5 1 I r __-- i- /4"o.G.MIN. 1 1 Q tL A 1 1-3/4"O,C.ABN, I 1 i f i i I I V 2 PER ANGLE 2 PER ANGLE I I 14 i raf - ,1 1/4'DIA. ULTRACONS 1/4"Dth,ULTRACONS I z N 2 PER CLIP (I ON EACH WING) 1 PER ANGLE 1/4"DIA.ULTRACONS I/{"DIA.PER ULTRACONS Ed, 4 PER CUP(2 ON EACH Pl1NG} 2 PER ANGLE :O Cd. 1"JAN. !� i �.'.�'�;L. ..'3..'"'IN�r t �.,,,..- � 1 �-�j."`.,� �,,.� f {1 -•"i''',.: �—�" �/ �til �AD J;I TYPI r f /,1' i { Jlt 1 ✓ I: `° to t¢' 18 Z 3i'Lt WOOD BUCK t LJ I FLOATING CLIP I I I i LJ j FLOATING C IP SNUG FIT INSIDE MULL i t ?X 2 X 1/B' - ___-_--_ ?BY Jr-+1 SNUG FIT 1510E MULL I S J I 2 X 2 X LE I�I d)C4 OR jI Ij II 1 ALUM ANGLE t WOOD BUCK i1 fi f1 I ALUTA ANGLE Itfin __-_.__-__ I STRUCTURE j' X14 SMS j'wooI i 1 __ - 1 � i1� A14 SATS LJ L } 1 1 I 5-3/4"O.C.MIN. I j I /4"A,C.MIH. i i `=•----T I I I 12 PER ANGLE I I 2 PER ANGLE I I I ANCHORS TYPE 'B' �ja�;fit �191p T .N -1/4"DIA.ULTRACONS 13Y'ELCO' v O•Wt4 u ULTRACONS MAY DE HEX OR FLAT HEAD SUBSTRATE IEd, MIN. EDGE DIST. MIN.EMBEDMENT y WOOD i" I-1I?" PRODUCTRBVISED 'i t ___..� Engr.. AHVAAO' �¢ I ____ , CONCRETE 2-1/2" 1-1/?" C L nsildlus Cod'a Um Plmlde {{ 1 I 11A.PT{t 7d5'i2 }lniiding Cod¢ 26Y•W000 BUCKS 0 RUCTURE B.G. O,55 MIN, h C.AH.�.5D8 Accaplwc¢To r ALTERNATE CONCRETE c 0 PSI MIN, p I R.Itnllou Pnlo, (� ANCHOR LOCATION _ _ JUL & lU'i� ' •� t l 1 r By • ALL CLIPS AND.ANGLES To FIT SNUG INTO TUBE MULLIONS. _ j t,! A71smJ, ro Conttardrawing no, i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED I A 1 r ! WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR M04'—Q4 ANCHORS TYPE A WATER-WHITE METRACRYLATE LACQUER. ( .' % SheBL 5 1/4"DIA;ULTRACONS 1/,.4',DIA,ULTRACpN9 1/4"DIA.ULTRACONS .Ed. 2.PER CLIP (.I ON EACH WING) I PER ANCLE . . Ed. •'.4'PER CLIP 2 ON EACH WINO) 'I%4"DIA,ULTRACON5 (47 ( 2•PER ANGL�EJT *Y (o '�" IN, ( Ft �1 ( BN. `i a.Ty . , I !I•: (V i pp,.zli 'i' ♦v I s I 'i. �f N10. 3: i � � '� i � • `r' i � f° � I y `i "I dd{ tom' 0 1�1 I � �1 i � !� ,II 11. I 'ti 19 L.J FLOATING CLIP ,I I I l^ 1 L-� ,11 r� SNUG FIT INSIDE MULL. I I {t 2 X 2 X ifB" 1 �-'+ 11 1 2 X 2 X 1/g` N I1 1.; ALUM ANGLES :N 1 _ I I U III ALUM ANGLE �I R14 SMS I \ T-_-.-_____-__ i I ----------- I I I i-3/4`O.C.MAN. 1 1 - I I I I FLOATING ClP (, O 1 1 I I 2 PER ANGLE I 1 I I l I .SNUG FR R IDE MULL ! I O 41 1 I I I I I I I I I 814 SLIS I I U.z ui z _p d PER ANGLE I I I I I I I I I I I I Z I Ed. ( rll I u ....JIB s • ., i 0 .Y N U} ! I 1 I \ ..I •I I i jwir _J I z .� \ ...._.........._.._ i 3 i J z •. I L a'MIN. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES Ed. 1/4'01A.ULTRACONS i 2 PER CLIP(1 ON EACH WING) ANCHORS TYPE 'O' 0 Si I� til APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS `, @I i L 1 H O(n11u ry o X I 1/4"DIA. ULTAACONS BY'ELCO' iULTRACONS*MAY BE HEX OR FIAT HEAD (-1, \ ! SUBSTRATE Ed. MIN.EDGE GIST. MIN.EMBEDMENT ; PRODUCT REVISED EI Erqr:JAJO AHA AD Ij� I I � CONCRETE 2-1/2' I-I/2" ML ns complying wish l6q ClaricL@ i { m , I Ftr4 P N582 Building Coda I �Y--•--•-j- -CONCRETE fc JOOtl PSI MIN. CA. J5Ja �' rlcc4.11 a No O�4 2.120id >�:Ilnilac ansa tq :�' •��i a�I�� ALTERNATE I_..................... t'. BY •CIGf' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. f }� h4t n Dade Pc vcl Co drawing no. . ANCHOR LOCATION i •�;:-, I i CLIPS OR ANGLES CONNECTED^DIRECTLY TO MASONRY TO BE PROTECTED f'1,1 4 WITH ALKALI-RESISTANT COAn4GS,SUCH AS BITUMINOUS PAINT OR rr rS'T,,' i I M0 ^04 ANCHORS TYPE 'C' WATER-WHITE.MEHACRYUTE LACQUER. —R 6 of 9 z 5/16'OLA.ULTRACONS 5/I6" DIA.ULTRACONS I �4,• l�o� Ed. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE, 1 I It 3 IIh Ii I I I I M2 2ANGLE6M O,c .. �--___'_____-__1 i I 'FLOATING CUS P t u i 0�Q 0 I i SNUG FIT INSIDE MULL Q I I i I i Y1d SMt 1 i t t it -0 PEIt ANGLE I t u. - ,0 � 1 a ,Z b J � c t 1 1 i I m I ! I I 0 i Lr,Z�3 m N I` D LOCATION OF SCREWS CONNECTING ANGLES TO TUBES i ANCHORS TYPE 'E' I �� APPLICABLE FOR 4", 5" AND 6" 'TUBE MULLIONS ts' . li.tU 5/16"DM.ULTRACONS BY'ELCO' ' ULTRACONS MAY BE'HEX OR FLAT HEAD SUBSTRATE Ed. MIN: EDGE DIST. MIN.EMBEDMENT I g , Engr:JA tO�AHMAD PtLOOUT IT 2,,BD CONCRETE2-1/2" 1-3f4" Ml as complying ivilh Bto Fimitla ;a I, 3I FLA.P f 70592 Daildi"a Coda CONCRETE f'a a. J000 PSI MIN. - J '�A. 3 Acceplancc Na' T1014 '�aplr¢HonDnlo GU 1 6 k B A jL41mii'¢de Product' dtt �drOWi�n a ALL CLIPS AND ANGLES TO FIT SNUG•IFtTO TUBE MULLIONS. /t' + i I { CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ` �����WATER-WHITE METHACRYLATE LACQUER. ' llllll������ ,sheet 7 of J 1/4"DIA.ULTRACONS 1/4'DIA,ULTRACONS •1/4'CIA. ULTRACONS (/4"DIA..ULTRACONS t m o Ed. 2 PER CLIP(I ON EACH WING} 1 PER'ANCLE Fd. 2 1/4"MIN, 4 PER CLIP(2 ON EACH.WING) '2 PER ANGLE I TYP, roI z 1 1 Gt i I t1 1 f II 1 0 a S° i � !i ✓nr�i II fI.) f/ //II X� �j l r ti i ,/ _ 1 ,I II ( I IL. �•i � ,I I, t .11 II d� C+ bb II II I I 1I it II } p IL-JI FLOATING CLIP I II iI--JI FLOATING LIP SNUG FIT IN IDE MULL 11 11 2 X.2 X 1/0' i I'-"I SNUG FIT SIDE LR1LL I1 }} 2 X 2% 1�8" II ALU ANCLE 11 11 I I t l ALUM ANCL ' p yy11`t's I MIN } --" ----- �1 iJ #14 SMS �J L; � \ "------- } U i� I 3/4"O C.S.1 � U 1 I I I 1-3/4"O.C.L(IN. , I I I I I I I 0$dQl $ 1 } t I I 2 PER ANCLEI I .. L I t t 2 PER ANGLE i t Q YI 3 r . r {L tzti HE 0 ZI d i0 ED w jig- 0V4 � M� .Z N � 3z•�o iJO n -- ------ } ;¢�W`v g - ,1 '0 AtTERNATE ANCHOR LOCATION ANCHORS TYPE 'F ANCHORS TYPE ,G ol AT JAMBS ONLY AT JAMBS ONLY I o •. 1/4"DIA. ULTRACONS BY'ELCO' �� u ULTRACONS MAY,BE HEX OR FLAT HEAD 'SUBSTRATE'Ed. ='MIN: EDGE DIST. AUN. ELIBEOMENT r-Tr MASOt4RY 2=}/2" 1-i/a" } Engr,JA D ANI.UD' PRDDUC7 R.tiVlSliU {q II � 2 ' MASONRY C-90 HOLLQW/FILLED BLOCK�('m = 2000 PSI MIN. ML us mnrpt}gttie wiU1 Sho Ci01(dil Nii t FLA P t,70sae 592 A OoNEinB Coda ss d ii n Cs t I ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. �' CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED VRTH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR .{v:C• Al;giomlpa�k Product Cm, drawing n0. WATER-W01TE METHACRYLATE LACQUER, II T O 0�, L. __._... _._...�I ifi ' �,�• i` ,sheet $of 9� i y14 SMS SEE'dHART FOR QUANTITIES 'TUBE MULLION 0,{ g ------1-'"'--'-- ANCHOR i 11 CHA[tY.• 6CREV75 Q(a I . #10 FH SMS 2/SIDE 1.,�I lYP d•- 2 !a- 1 JB"THICK ALUM CHANNEL i SYF"0• __A-•- �,p m I LENGTH TO FIT SNUC-�I I TYPE E K W INTO MULLION i TUBE MULLION 0 a- 0 a ' TUBES MAY BE NOTCHED 4 Z N • AS SHOWN TO ALLOW INSTALLATION 1 OF CLIP ANGLE z I CAULK JOINT AFTER ASSEMBLY I U7 f F t FH SMS j i rte ' 1-1 2"O.C.MIN, I F ACCESS NOLE SEE OR C}tART 1 'i i QUANTITIES J I �_ - - ----- -- -- -- - - - --- ---- - - ;w in THIS SCREW CAN BE I T j I 1 i f a h7 iNSTAILE1)IN EITHER I 1 AID FH skis i i A DIRECTION i 2 PER CLIP I i 1 Z Z ut 1"D.C.MIN. o N v .� U3 i_3/{�X 2"% t/8"(FOR 2BY TUBE} --"--�—'s 3f4"X 2"X 1/8"FOR(iBY TUB E) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBES ANCHORS DETAIL 1 0 { METAL TO AICTAL CONNECTION °t IR9 j14 SIAS/TEKS SUBSTRATE led. - MIN. EDGE DIST.MIN.CL TO CL SPACING METAL 5/8" _.. 1/2" METAL a 1/8"MIN.THK..STEEL Fy - 36 KSI MIN. 1/8"MIH.THK.ALUMINUM(6063-TS MIN.) Engr:JAP AbiL 7IAD PROelDrpaUlptntlCuw)cTialREVISED .".on -Ing wR6111e Florida FLA0592 Bullding C'ad6 J I . jECA. 538 2014 19 nU JUL 21 II i 4 DndeFrmlocl'CanteDt I drawing no. /' 'iY .Sheet 9 of 9