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WS-16-2822 (2) .�...� - BCIS Home Log In ( User Registration I Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff ' BCIS Site Map Links Search (PProduct Approval ' .USER:Public User t'i�.,, t Product Approval Menu>Product or Application Search>Application List>Application Detail r Eli u•: a: . u? FL# FL15726^R2 f �Application TypeRevisionCode Version 2014 Application Status Approved ; tJ ' 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 OCT Address/Phone/Email BY: 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 the Javad Ahmad Evaluation Report 000000 • • • Florida License PE-70592 *900 • • • • • • •••••• Quality Assurance Entity National Accreditation&Management IA&Tite • ••••• Quality Assurance Contract Expiration Date 12/31/2019 •••••• 000000 ••••• Validated By Jesus Gonzalez, P.E. •• •• •• • •••••• • 4 Validation Checklist-Hardcopy Rer�lvea•: • • • • • •••••• Certificate of Independence FL15726 R2 COI SS-390 SGD-CI 2 14.4: .... •••• • • • Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 1994 t ` TAR TU RA L R 1994 APP W Equivalence of Product Standards ROVID Certified By DA Sections from the Code c Product Approval Method Method 1 Option D Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 15726.1 Series-390 Aluminum Sliding Glass Large Missile Impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15726 R2 II SS-390 Alum SGD(LMI)W12-31.Ddf Approved for use outside HVHZ:Yes Verified By:]avad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +80/-95 Evaluation Reports Other: See drawing W12-31 for span vs.load and anchor FL15726 R2 AE SS- 390 Alum.SGD(LMI)-PAE 2014.Ddf type combinations and installation details. Created by Independent Third Party:Yes Back Vert Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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: Credit Card Safe 0000.. 0000.. .. 0000 0.0.00 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000 .. . 0000.. 0000.. 0000.. . . 0000.. .. 0000 � Y r AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 15726 Date: 2/23/2015 Detailed Product Description Manufacturer:T.M. WINDOWS, LLC. Manufacturer Address: 601 N.W. 12T"AVENUE–POMPANO BEACH, FL. 33069 Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" Maximum Frame Height: 108" Maximum Load:+80 PSF,-95 PSF(Large Missile Impact) Installation Drawings#W12-31 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 TEST LOCATION TEST REPORT TEST REPORT# Test DATE Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Leakage Laboratory 0 . 0000.• • . 0000 ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 .• :Marlin Spinson,P.E. .• OR ASTM 547 Penetration Laboratory •••••• ••••• •• • &TAS 202 •••�•• • . 0000 ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868• •Marlirp®hngan,P.E. •• &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976•••• •Marlin �rjnson,P.E. ; •• & 01/26/2015 ATLSF-0219.0j�4. Stephe? Wbl;&r,P.E. ...• American Test Lab of ' 0000 • 0 • South Florida 0 0 00:6 000000 AST2 Forced Entry Fenestration Testing 06/20/2012 FTL-6868•••• Marlin grjr��on,P.E.i I ••• M F84 Laboratory I 1 '*0• 1235 SW 87t1 Avenue I Miami,FL 33174 I T:305.264.8100 I F:305.262.6978 I www.afceng.com I alfarooq@afcens.com t 1 i Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. (TAS 201&203) Impact& Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. Cyclic & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida 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 AI-Farooq Corporation EB#3538 SC\Y:\users\veronica\StatewidePA Eva luations\TMWindow\2014 FBC\390 SGD\390 SGD(LMI)-PAE 2014.doc 0000•• • • • 0000•• •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 • • • • • • •0060• 0000 • ••0•• 96:00: 000000 •• •• •• • •0600• • •00••• . a • • • • •6666• •6.6.6 • • • • 00 0 0000 0 • • • 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooq@afceng.com HEAD ANCHORS CLUSTER OF 4 OR 6 AT STILE ENDS SEE CHART ON SHEET 3 24' MAX FOR CAPACITY N Z j HEAD 0 Z ry ( HEAD ANCHORS Q f n a a 3 C w LL) TYP. 220 3/B' C DOOR WIDTH rc z p M 6' MAX. III•••��--- M i 3-Z (>> HEAD/SILL A e o o p w CORNERS ��\ 0 a Q a g G yma O Q W LL a =r=== = J Z m Q J 11 Q WO ===3rd-T`-=it=== j j• j, xS 5 m a w � w m Z� m 8 m C) Ol a II II 0 17 ? _J 7 W Q N cn Q=R B � ONW I ppm m 48 1/8' 48 1/B' I 11 n 3 Z a w FALSE MUNTIN D.L. OPG. D.L. OPG. OPTIONAL SINGLE ROW DOUBLE ROW w o O 56 1/8- JAMB ANCHORS JAMB ANCHORS PANEL WIDTH 56 1/8' 24' MAX• O PANEL WIDTH SILL q .... .... (.... SILL ANCHORS Y6S THESE DOORS ARE RATED FOR LARGE dt SMAIL MISSILE IMPACT. r c e SHUTTERS ARE NOT REQUIRED. 2 TYPICAL ELEVATION 2 TRACK FRAMES SILL ANCHORS d SERIES-390 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 AT STILE ENDS I-7 DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3'D.C. SHOWN ON SHEET 3 do 3.1. •• ••• • • • • • •• TH9 O o g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY W(TH• • • • • • • tl1 8 0 A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER HURRICANE E THE FLORIDA BUILDING CODE INCLUDING HIGH VlLOCITII• • • • • • m o m • •• • • • • ••• • IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC t: HURRICANE ZONE (HVHZ). • • • • • • • • • PROTECT;i.s.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPEQW TO(p4YSFER•• • • • •• B-CONTRACTOR TO BERESPONSIBLE FOR THE SELECTION,PURCHASE AND ``I1111I11 LTTTYYA H LOADS TO THE STRUCTURE. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION `�N PRONGED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� Q. •�/� Mf ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ON THIS DOCUMENT. ` - y--- ••'•., .m 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF $ n a • ••• • ••• ALTERED BY ANY MEANS. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN*WS?:&ILS AIS • • • • • D-SITE SPE PIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED NOT PART OF THIS APPROVAL. • • • • • • • • • ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER a RECORD (E.O.R.) o u •• • • • • FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF AI�HOR�1NT�W(1QD�NLY. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED • • • •• ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE � •••• STATE OF � � drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/SIL4TAL SCREWS, THAT • SPECIFIC DRAWINGS FOR REVIEW. � • F( 0�.•,• \ W12-31 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE E-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF �i S'AS/ •y,•• E�G��` REQUIREMENTS OF THE FLORIDA BLDG. CODE. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �A//O,;ALj1TA� sheet 1 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 HEAD ANCHORS �- CLUSTER OF 4 OR 6 h Ia AT STILE ENDS SEE CHART ON SHEET 3 24'MAX FOR CAPACin N Z 3 m / HEAD O i `P z W Q . •. •.. ( HEAD ANCHORS Qa N a O W M V 297 3/8' DOOR WIDTHZ �� O E ° u /a ()O a '° 0 a0>m s Oaaa � O�^-�° X o Q w LL N LL w n_o J Om{�QJ G Fl Q w D D E D D 0 Q O •TA W J N C a M�• v 2 � ONS x Z_ Sia a o J 41 3/8' 43 3/B' I I' VI a D.L. OPG. D.L. OPG. SINGLE ROW DOUBLE ROW 513/B' N JAMB ANCHORS JAMB ANCHORS PANEL WIDTH PANEL 3W DTH •� 3' 24' MAX N nP. SILL SILL ANCHORS o j TYPICAL ELEVATION . 3 TRACK FRAMES SHOWNSILL ANCHORS .7 4 TRACK FRAMES SIMILAR CLUSTER OF 4 •• r AT STILE ENDS c • •• ••• • • • • • •• AT 3'D.C. 400 I � 3 • ••• • ••• • ••• Z No.n592 $ k •• • • • • • • • • �gL/ • •• • • •• • • •• : '•. STATE OF J• drawing no. 0. NACE, sheet 2 of 13 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF 140 IU u LIGHT REINF. M GLASS'G6'h'GSA' _N CLUSTER OF 4 ANCHORS Z 3 3/16' HEAT STREN'D GLASS AVERAGE AT STILE ENDS 0 1- PANELoso•Inteflayar If INCHES WIDTH DOOR EXT.(+) INT.(-) Q n a Saflex Clear And Color Glass 36 70.0 70.0 d'O o 0 By To Chemical Co.' 42 70.0 70.0 0 W '^ OR �090' Interlayer 48 80 70.0 70.0 DuPont Butocite PVB 54 70.0 70.0 By 'E.I. DuPont De Nemours & Co., Inc.' 80 70.0 70.0 (� LL 3/16'HEAT 5TREN'D GLASS 38 70.0 70.0 d m °o z 42 70.0 70.0 0(L 48 64 70.0 70.0 0 N G �$ r,0 32 GE SILICONE RGS54 7700 70.0 70.0 Q W 3 u. m g iii 36 70.0 70.0 42 90 70.0 70.0 J L7 m Q J 48 70.0 70.0 Q w e�f x 36 70.0 70.0 42 98 70.0 70.0 m w 48 70.0 1 70.0 J GLASS TYPE 16' 7/16'OVERALL LAMINATED GLASS O c J)� Q 2 LTGRT REINF. 3 O 1/4'TEMP. GLASS 0-N I C3�m m 3/6'AIR SPACE AVERAGE PANEL WIDTH - NUMDOORBER OFIDTH Z PANELS 3 z 3/16' HEAT STREWD GLASS H 3 Z a & 00 w .090' Interlayer Saflex Clear And Color Glass ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE C By 'Eastman Chemical Co.' FOR DOORS WITH 3-1/2' SILL HEIGHTS. OR FOR 2-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF 090' Interlayer FOR 1-3 4SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF DuPont Butacite PVB '/ ( ) By 'E.I. DuPont De Nemours d: Co., Inc.' SEE SHEET 4 FOR DETAILS to 3/16'HEAT STREN'D GLASS (� c i 3 ko SILICONE .--I 1D 2 GE RGS 7700 °1 tt a G. di ca+� •• ••• • • • • • •• 0 o'S. a • • • • • • • • • •j o gA • • •• • • • • • m c< 4 x • • • • • • • • • \1111111 IIf7j O GLASS TYPE 'G6A' IPJ\�cE►IaF�!0 g h 1-1/16' OVERALL INSUL. LAM. GLASS • ••• • ••• • ••• �'7 - k } • • • • • • • • • _T�i {r i iY= ••NOTI: • • • • • • • 0 •GLAIIIII91ICAPAW11546 ON611HIS SHEET•ARE•• STATEOF drawing no. •• AND FLORIDA BUILDING COMMISSION GdSTS) �iS. oR10P.•�G``� ON AS1% El W12-31 DECLARATORY STATEMENT DCA05-DEC-219 ��i��oNAL1(G\\\ sheet 3.- 0:0 .••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' HEAT STREN'D GLASS 1/4' HEAT STREN'D CLASS DESIGN LOAD CAPACITY - PSFIj s 090' Interloyer 090'Interloyer L[CHT REINF. HEAVY REINF. Sa11ex Clear And Color Glow Saflex Clear And Color Gloss LA59'CI','C2'&'G4' LASS'GI','C2'&'C4' GLASS'GS' &'G5' r By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' m CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z r 3 3/16' HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS PANEL A AVERAGE DOOR HECIIf AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS _O Z M 2! M� N INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) F ry SILICONE yy SILICONE 38 60.0 80.0 60.0 60.0 80.0 95.0 80.0 95.0 Q d a 7 e GE RGS 7700 0 9 GE RCS 7700 0 O 0 0 \ 9 32 \p 9 I 42 60.0 80.0 60.0 80.0 80.0 95.0 80.0 95.0 O w ^? O1 II rn I 48 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 IL Zi 11111 I 54 80 60.0 60.0 60.0 60.0 80.0 95.0 60.0 95.0 111 O O LL 35 35 60 60.0 60.0 60.0 60.0 80.0 90.6 80.0 95.0 V c ( c 65 60.0 60.0 60.0 60.0 80.0 87.6 80.0 95.0 a K j m g ruI11 38 60.0 60.0 80.0 80.0 80.0 95.0 80.0 95.0 O a a a j 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 1 O 48 84 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 Q W 3 u. n GLASS TYPE 'G1' GLASS TYPE `G2' 54 60.0 Bolo 60.0 Bolo 80.0 88.3 80.0 95.0 Y z N f M 7/16' OVERALL LAMINATED GLASS 9/18'OVERALL LAMINATED GLASS 60 60.0 80.0 60.0 60.0 80.0 83.9 80.0 95.0 J 0 rM�vv a_ J 36 60.0 80.0 60.0 60.0 80.0 95.0 80.0 95.0 Q w ei f 42 60.0 60.0 60.0 60.0 80.0 93.8 80.0 95.0 1/4' HEAT STREN'D GLASS 48 90 60.0 60.0 60.0 60.0 80.0 85.8 80.0 95.0 3 m 090'Interlayer 54 1 60.0 60.0 60.0 60.0 1 79.9 79.9 80.0 95.0 DuPont SentryGlas 35 80.0 60.0 60.0 60.0 80.0 94.4 1 80.0 95.0 By 'E.I. DuPont De Nemours & Co., Inc.' $ 00 1/4' HEAT STREN'D GLASS 42 95 60.0 50.0 Bolo 60.0 80.0 84.1 80.0 95.0 p� 48 60.0 60.0 60.0 60.0 76.5 78.5 80.0 95.0 p m 54 60.0 60.0 80.0 60.0 70.9 70.9 80.0 95.0 O N") SILICONE 38 60.0 60.0 60.0 50.0 60.0 60.0 O (3 io 2 GE RGS 7700 z J 41 U. 9 I I 42 102 - - 80.0 60.0 60.0 60.0 60.0 60.0 S J a' 48 - - 60.0 60.0 50.0 60.0 60.0 60.0 (n Q= R 38 - - 60.0 60.0 60.0 60.0 60.0 60.0 � Q N x 35 42 108 - - 60.0 60.0 60.0 50.0 60.0 80.0 ;iif O m m n 0 45 - - 80.0 80.0 80.0 60.0 1 60.0 80.0 Z� CLUSTER OF 6 APPLICABLE w ? .. AT HEAD ONLY W O O GLASS TYPE 'G3' CLUSTER OF 4 TYPICAL AT SILL N ~O a O 9/16'OVERALL LAMINATED GLASS 1/4'TEMP. GLASS 1/4'TEMP. GLASS LIGHT REINF. HEAVY REINF, 3/8'AIR SPACE 3/8'AIR SPACE DOOR WIDTH o AVERAGE PANEL WIDTH i� ffiffiffi 3/16'HEAT STREN'D GLASS 3/18' HEAT STREN'D GLASS NUMBER OF PANELS L(3 r'1 U .090'Interlayer .090'Interlayer ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE v Saflex Cleor And Color Glass DuPont SentryGlos FOR DOORS WITH 3-1/2'SILL HEIGHTS. a By 'Eastman Chemical Co.' By 'E.I. DuPont De Nemours&Co., Inc.' FOR 2-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF GT. 3/16' HEAT STREN'D GLASS ••• • ./16'•H:T STR::D GLASS FOR I SEE SHEET44 SILL HEIGHT DETAILS EXT.(+) LOADS TO 34.7 PSF o o g ? m •� • • • • • • y- 8 Ny SILICONE • rn • • •SIMCORE m 0< GE RGS 7700 is • �l!RGS 67700 • • • • 1111111 ffl O 35 35 a: •• • • •• • ••• o • • • • • No •i • • •• OTE:• • GLASS CAPACITIES ON THIS SHEET ARE '•, SIVE OF drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) i�''•.!�(IMtB)�.✓� ``'� W�2-3� GLASS TYPE 'G4' GLASS TYPE 'G5' AND FLORIDA BUILDING COMMISSION '�,SS/ ( ��`` 1-1/16'OVERALL INSUL. LAM. GLASS 1-1/16"OVERALL INSUL. LAM. GLASS DECLARATORY STATEMENT DCA05-DEC-219 //lllllll111 sheet 3 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tr N 2 °° 3 rW OX(SHOWN) Q i " a XOO W m XX 0 O 4 4 $ 4 4 vo m tr tr a&>^ s 0 IL 4 -------- OV`3 1 Mm .0N OXO (SHOWN) XXX (SHOWN) ------ ------ Z N LL OXX OXX 4 f a J OmG XXO XXO O In tr m tr OXXO(SHOWN) OXXX OXXXXO(SHOWN) co V XXXX XXXXXX S -j a APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS 3 r U NON-POCKETED Dooas TWO (2) TRACK FRAMES NON-POCKETED DOORs THREE (3) TRACK FRAMES oo�m Z_ ^ n 3Z9 a W O H ao N ior y aa yy 0 O LO ` XXXX(SHOWN) OXXX XXXO 0 W • •• • • • • ••• • 0 • • • • _�� ice- _ OXXXXXXO (SHOWN) 90*• • • ••• --s-•'-•�-�r---�-Jl- ------ --dJ--�-- --- --•14--r---- r6--�--- -- = O XXXXXXXX • s• • • •• • • •• : .••ss STATE ` S drawing no. APPROVED CONFIGURATIONS /� �OIVAL NON—POCKETED DooRs Wl 2-31 FOUR (4) TRACK FRAMES ��i�lmtt�� sheet 4 of13 0:0•• • • • • 0:4•• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • PX (SHOWN) f n XP PXXX(SHOWN) O o O XXXP O W " V M W YUp b a 0 GEt§L LL 6 m --- O-0 Q o 8 PXX(SHOWN) 0 XXP a a Z 0 J�Ma j y iii --- ---i Q w�f �r '� �I O �0' I lY a t ti ♦ • xl mi a0 PXXP(SHOWN) � -__� m yy y 88 yy PXXXXXXP (SHOWN) Li Ia. al Z JWIJi :3J Q PXXXXP(SHOWN) O N x ppm ao APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS Z POCKETED DOORs TWO (2) TRACK FRAMES POCKETED DooRs THREE (3) TRACK FRAMES3za O CQ c Y tr ko L---- ___ zltz •3 PXXXX(SHOWN) a� XXXXP n c •- •• ••• • • • • • •• O O� 4,90 • • • • • • • • A 8 • • •• • • • • • 0 0 IO o- a o- a • .� O' ` PD..AN, �i�' i IL al NSE o 3 L3 PXXXXXXXXP (SHOWN; _ • •• • • •• • • •• STMEOF Browing no. APPROVED CONFIGURATIONS .....i •��••G?` W12-31 POCKETED DooRs /,,/I NAL FOUR (� TRACK FRAMES \,\\ lillll�� sheei 5 of13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS IN PAIRS IN PAIRS N 1BY SEE ELEV. FOR SPACING cS SEE EL FOR SPACING STRUCTURE SEE ELEV. FOR SPACING EDGE GIST. 2 1/2" WOOD BUCK METAL 0 r m J STAGGERED ., W S IL 0 o 39 1A p 6 Cfa O a9 \N \ \ \ 0aaO 8 ANCHOR ACCESS HOLES 0 r- y TO BE COVERED WITH PLASTIC CAP Q 17 O W N_1 {L z F.B.C.APPR'D MULLIONNfn J z MN Q SEE SEPARATE APPROVAL Q e E F I O WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM , n AND TRANSFER THEM TO THE BUILDING STRUCTURE. FFU I O 10 TYPICAL ANCHORS: SEE ELEV. FOR SPACING M a 1/4' DIA. ULTRACON BY 'ELCO• (F-177 KSI, FY-155 KSI) V J � W INTO 2BY WOOD BUCKS OR WOOD STRUCTURES rc 1-1/2" MIN. PENETRATION INTO WOOD (n :E Q _ = o THRU 16Y BUCKS INTO CONC. OR MASONRY O= ^m 1-3/8" MIN. EMBED INTO CONC. OR MASONRY Z m $ p j DIRECTLY INTO CONC. OR MASONRY 3 z n 1-3/8" MIN. EMBED INTO CONC. OR MASONRY Q F o 1/4" OLAL SELF DRILLING SCREWS (GRADE s CRS) N ~so a � W iii INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i co #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) `o i` I INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") 4 (NO SHIM SPACE) j r(PICAL rnaFDISTAN. ..� © 3a INTO CONCRETE AND MASONRY - 2-1/2" MIN. G7: STANDARD NTO WOOD STRUCTURE = 1" MIN. • ••• • • • • • •t • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. � 8 2A • •• • • • • • o • • • • • ••• • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS Po - 3000 PSI MIN. ```7111111 1�T7j'' ' < C-90 HOLLOW/FILLED BLOCK AT JAM65 I"m - 2000 PSI MIN. ; PJ - • HIGH STRENGTH GROUT ''i a� �DCE bIST.'• •. .1• s• • • NO 5000 PSI MIN. '$ n 33 s ••• �O�BY T.M. � • ••• WEEPHOLES: _- : �• • 0•: : Lou'7 0 ONA•RE• : : : Wt (6) 1" WEEP NOTCH AT EACH END OF SILLWIM • •• SSS• • •• • • •• W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL %�•'•, mm OF drawing no. TYPICAL AWWORS • • • • • SEE ELEV. FOR SPACING i�S• °ACI•�,• % W12-31 TWO (2) TRACK DOOR DETAILS �iS�ONA1�11`;``� sheet g of13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _N Z � 3 OZ qJ W IN Q f IN o. OIL W V 1 O$ a LL V o ro �a4oA O 0 N Q W;IJi N ILZ_y-o JOma j Q w�f r m J o ... m g� I an Of [0 O LD M ' J z U G J; L Q 2 ;FQ� Y III J�J IS N W I 6 ppm m n cF3� i II M j z w a0 I SEAL WITH a Q, SILICONE 0_ W IIFO I I W 1 M 14 N I � Q I n � � Or in Hl PROFILE 33 •• • • • • • • • .00g • • 0 � d ,•HIGH STRENGTH GROUT LIMIT MAX. LIMIT MAX. LIMB MAX. _.•J•r�"'.......... aLt ''� ' I•a T'c - 5000 PSI MIN. EXT.(+) LOADS EXT. EX 840 PSF• • TO$0.0 PSF N0. (+)LOADS T.(+) LOADS BY % B n�DCE T.M.WDW.• ••'�34.7 PSE TO 706Y2 NOT ••• • * _ $ o MUST TSFER•SHS►R TO • • • • • • • _ ZY LOADS TO OPTIONAL U1� • • • • • • • SHIMS OPTIONAL •• _• • • • • • • • • •• • • •• • • •• �j'•, STMEOF drowing no. TYPICAL ANCHORS •• '';;�� Al�vF'•:�' ♦ W12-31 SEE ELEV. FOR SPACING '��is'B'� ••.. �` TWO (2) TRACK DOOR DETAILS ii'I,AL%%%�� sheet 7 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS T� ` IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING c� 1/4" MAX. O H m SHIMS © O D.L.O. j. O O H W g LIGHT REINF. s 3g 5 44 HEAVY REINF. a IL 0 0. L7 CL 3e O$ v 10 11 O a.WM 8 - - - 00'� LL Z- 33 9J a 0 s _ oD y D.L.O. EXTERIOR z PANEL WIDTH rn m� m DOOR WIDTH M`� 1 BY a J j WOOD BUCKS Q TYPICAL =R PICAL ANCHORS IN SINGLE OR DOUBLE ROWS O N 6 3 SEE ELEV. FOR SPACING Z m 1/4"MAX. 10 1/4"MAX. O 1/4" n �.3 Z G SHIMS t1 SHIMS SHIMS I Z a m w 00 d O METAL STRUCTURE 1a 33 S - I�INC 7 ; a 5I - , (Sr .pg- F 33 N e ; • •• ••• • • • • • •• DOOR WIDTH t n °g • • • • • • 8 TYPICAL ANCHORS • • *MAL•ANSHORb • • .� i IN SINGLE OR DOUBLE ROWS • •• IN SINGLE OR DSUBE ROME SEE ELEV. FOR SPACING • • •SEL•ELN. OCR EPASING••• ..•. •• ••• •• • • • 'ice ,1 • ••• • ••• • ••• N0.70692 z •• • • • • • • • • • •• • • •• • • •• � ••'••• STATE OF drawing no. •• '�. R01RO' W12-31 TWO (2) TRACK DOOR DETAILS lj,NAL%j,(!`�� sheet g of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 3 u IN PAIRS 4 SEE ELEV. FOR SPACING to n _N WOOD BUCK Z ^ 3 EDGE DIST. 2 1/2• 0 r • a •, 'a STAGGERED F W S� 21 I b 0 0 Lpi O 18 IL 0 r LL h V= M OR:w 39 0 d<A 8 AlO 00F I Q W 1i F I I I O I II II 1 II z I � II Q Wn Id _ I II N to o z J J Gy II N In a S R W - V II 31=-W 2 = p a m J M I G m Z O r a 0 k it 11 II n 3 Z a w W I II II III d " i ry X00 a �I N F-roa r I II II I h I 1 II 1 (� CO 1 � � w 61 .. .•. . • • • .. sod N STANDARD • • • • • • • • • •� 29 • • •• • • • • • o < • • : : • \III IIIII .... .. POURED&HARDENED HIGH STRENGTH GROUT 7, [7 - NO 5000 P51 MIN, EDGE DIST. 2_1A" NOT iY T.Lb WDyI. • ••• • ••• NO.706D2 • STAGGERED - MUfT WANSFFjR SHEAR • • • • • • _S�;• :�T= y LOADS i0 SiQUCTURE • • • • • • — 8 S •• • • • • • • • • o TYPICAL ANCHORS ••• 0• ••• :• ••• :• � •'•, 8'TATE OF drawing no. TYPICAL ANCHORS �''• �O!"D�•'' �� W12-31 SEE ELEVASTILE FOR SPACING SEE ELEV. FOR SPACING THREE (3) TRACK DOOR DETAILS �� s+''•••• �C1`�� FOUR (4) TRACK DOOR SIMILAR NAL\�`�� sheet g otT3 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS F1 4ft SEE ELEV. FOR SPACING � n I 1/4'MAX. " 10 SHIMS O 5 11 29 I � W O° M U �IL W O� aLL 00.49gp Q N W d C' ry Q W 34 �p 2In-m JOM¢ TYPICAL ANCHORS Q w F AT 14'O.C. �+ LIMIT MAX. LOADS TO 380 PSF 0 m J n � I 3g Zo 1�MIN, N O EDGE DIST.tE/ M°% ca Z © O O O �w� e 24 Q rn N=Qv R O 0 N la] x ALAAJ Z_ ^ ...... _............ 8 w X00 ..: a IH ►-ma - - - - - O ... ...................... x 38 _-_ - _ ... — _ = o 7 24 y 5 EXTERIOR --------- ------------ ----------- c .= •• ••• • • • • • •• • • • • • • • • • to � 8 • • • • • • • • • `````\11111 ��'''' FL #15726 Na 7M = 8 k • •• • • •• • • •• 8TXTE OF � � drawing no. •• • • • • • THREE (3) TRACK DOOR DETAILS �'��s+''�OR1D�'' �.�� W12-31 FOUR (4) TRACK DOOR SIMILAR �iSi��NAL� � sheet 10 of 13 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS It U • 1A TM-347 1 2 TRACK FRAME HEAD 6063-T6 18 TM-333 1 3 TRACK FRAME HEAD 6063-T6 - 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - Z m 3 2A TM-331 1 2 TRACK FRAME SILL 6063-T6 - O Z n 28 TM-334 1 3 TRACK FRAME SILL 6063-T6 - Q a N a 2C TM-337 1 14 TRACK FRAME SILL 6063-T6 - O O 0 p 3A TM-332 2 2 TRACK FRAME JAMB 6063-TIL 6 - w 3B TM-335 2 3 TRACK FRAME JAMB 6083-TB - X O 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - G IQ' e LL r 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 8063-T6 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - a K> g 0(L I 5 TM-322 1 PANEL JAMB STILE 6063-T6 - 0 y 8 TM-323 AS REOD. STD. INNER INTERLOCK 6083-T6 7 TM-324 AS REOD. STD. OUTER INTERLOCK 6063-T6 - Q W 20o-m LL a LL 8 TM-325 AS REOD. ASTRAGAL STILE 6063-T6 - J I+'m¢ J 9 TM-327 4/PANEL GLAZING BEAD(LAM. GLASS) 6063-176 - Q W SA TM-326 4/PANEL GLAZING BEAD(LAM. INSUL GLASS) 6063-176 - 0 10 TM-348 1/FIX. PANEL FIX. PANEL CUP 6063-T6 - 11 TM-349 AS REOD. FIX. PANEL CLIP COVER 6063-T6 - 12 TM-339 2 JAMB COVER 6063-T6 - I 13 TM-347 AS REOD. POCKET DOOR HOOK 6063-T6 - 14 TM-341 AS REOD. 2'SILL RISER 6063-T6 - N 14A TM-342 AS READ. 2-3/4'SILL RISER 6063-T6 - � M o; 14B TM-343 AS REOD. 3-1/2'SILL RISER 6063-T6 - M 15A TM-350 AS REOD. 2-3/4'SILL RISER 6063-T6 - 2 J yj LL 158 TM-351 AS REOD. 3-1/2'SILL RISER 6063-T6 - = Q 16 TM-340 AS REOD. SILL ANCHOR COVER 6063-T6 - ;F U 17 TM-354 AS REGO. SCREEN TOP& BOTTOM RAIL 6083-T6 - 8 m I 18 TM-355 AS RE00. SCREEN STILE 6063-T6 - o Z O o 19 TM-357 AS REGO. OXXO SCREEN STILE 6063-T6 - 20 TM-356 AS REOD. OXO SCREEN ADAPTER 6063-T6 - N O_ 21 TM-344 AS REOD. FRAME HEAD SCREEN ADAPTER(3&4 TRACKS) 6083-T6 - W '0 To a 22 TM-345 AS REOD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-TG - 0 23 TM-346 AS REOD. FRAME JAMB SCREEN ADAPTER (3& 4 TRACKS) 8063-T6 - 24 TM-328 AS REOD. HOLLOW STIFFENER 6083-T6 25 TM-329 AS REOD. SOLD STIFFENER 6083-T6 - 26 - - - - - 27 /10 X 3/4' AS RECD. FRAME ASSEMBLY SCREWS ST. STEEL PH P SMS c 28 /12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST. STEEL FH SMSko /�� 29 /10 X 1' AS REOD. FIX. PANEL SCREWS.AT 6'FROM ENDS&24'O.C. MAX. ST. STEEL FPF SMS/TEKS 1.4 30 - 2/ PANEL ROLLER ASSEMBLY - HSTDk a•i 31 - - MORTISE HOOK LOCK - FASCO 32 E70818KN1020 4/ LITE GLAZING GASKET(7/16'LAM. CLASS) VINYL ULTRAFAB G+ 32A W32001 4/ LITE GLAZING GASKET(9/16'LAM. GLASS) VI ESB RY SEALANTS: • 328 W32011 4/ LITE GLAZING CASKET(INSUL. IAM. GLASS) • • • • IdNYV • dMESOURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS a 8 33 21315 AS REGO. FIN SEAL PILE W'STRIPPINGLTAJ AT SILL AND JAMBS SEALED WITH JOINT SEALANT. 0.0. - c 33A 33371 AS REOD. FIN SEAL PILE W'STRIPPING • • • • •-• • WLTRAFABJ 1111111111/// 34 - AS REOD. BULB W'STRIPPING VOTYL - • ``��J.11 //ij7j �_ 35 - 2/ LITE SETTING BLOCK, 5/16 X 1/2'X 2'LONG EPDM LAMATEK `� �Q;P'"' �i •I M Ne! 35A - 2/LITE SETING BLOCK, 1/8'X 1/2'X 2'LONG EPDM LAMATEK c 36 - AS REOD. SELF ADHESIVE PILE PAD(1-3/4'X 3'xis••• • MSI URRAFAD•• No.70502 y 37 - AS REOD. SELF ADHESIVE PILE PAD(1'X 2-7/16')j 1/�7 • • • W L L AB - :• _ g v 38 - AS REOD. SELF ADHESIVE PILE PAD(1-5/8'X 2-7/11PIA 1/ • • WML • 0JLTNLFAB• 39 - AS REGO. SELF ADHESIVE PILE PAD(1/8'X 2-7/15i&3/4'x• • W L AB 'gip •. STATE CF 1• � drawing no. '�''4-0 - A.... W12-31 - - - - 'i � ....... A..1� ` sheet 11 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5152 6.500 8.598 1.2894 U ` .078 078 078 /1� ! n R .lin 1.289 N 1.281 9 y�7 1.269 �7 1.269 �yy-7 -^•{ 1.336 .124 1.823 O Z 3 3- ry .831 .837 .631 ,124 1.823 Q y ry a 1.267 1.267 1.267 .124 0 0 1.823 0 w m v 7A 2 TRACK FRAME HEAD 1B 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD ° 7.823 C L 5.388 6.693 8.791 5.546 1 8.419 1.823 8.517 n 1.823 .078 a¢ ro g .080 .080 .125 Q a 4 o 078 C� .76 fr -f .842 72.942 .9� .362 I .078 Q W n 2 N O LLL Zn M� M 5.142 Q z I Q 2 TRACK FRAME SILL 28 3 TRACK FRAME SILL 2C 4 TRACK FRAME SILL i -2.000- 3.082 O 38 O n 1.407 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB R m 1.573 1.490 249 25 2.004 .078 1 M E? .100050 .887 .897 M 3.082 .078 4.000-I ? J Lj 3 2.397 o J> 2.089Fri 4.000 (� rn Q= 1.761 ,078 PANEL JAMB STILE 16 SILL ANCHOR COVER 1.677 I I =V IIII��II 1.327 1.887 .125 11 .094 O Nili x _d m .575 ,310 1.885-1 .662 o Z O �- I� I Z �- F--2.441-moi 1.900 .312 .078 I f n 3 Z a 1.298 .082 .552 ,050 Q PANEL TOP & BOTTOM RAIL © ASTRAGAL ADAPTER �- -moi.726F� .�i d A N 4000 GLAZING BEAD 12 JAMB COVER 24 HOLLOW STIFFENER 25 SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) .078 O LAMINATED GLASS .750 .750 .130--{ r,310 4.812 1.490 �. .750 .078 1.923 .078 .O7B c 1.29 .062 1 .078 � 2.752 1.752 3.502 .094 2.428 .078 3.062 GLAZING BEAD •893 .893 .882 • 9A LAM. INSUL. CLASS .893 7.062 8000 © STD. INNER INTERLOCKLl774 -F--3.140 c • �• • •1�J/4• SRL RIS 1.0�I• ER 1ST 2-3/4" SILL RISER 158 3-1/2" SILL RISER 13 POCKET DOOR HOOK 8 .982 • o o c 4.000 �_ • • • • ••• • .374- a • • • • • • v�•...... 'ucp�+8i :V 2.oae .094- "094 �. 1.923 10 FIX. PANEL CLIP 3 _ n 3 2.672 N0.70592 $ 1.490 • *00 • ••••094hl . •• 3.422• 25 .893• • �• • • .893 •1.407 I•a- .078 • ,(r e 3.062 •• 000 •• • • • .893 STATE OF � `� drawing no. O 11� !!13 • 14 • • SS.!A[O.AL.. 'G, � W12-311 CONAL BOTTOM RAIL (HIGH PROFILE) Q STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 1-3/4` SILL RISER Is 2-3/4' SILL RISER 148 3-1/2" SILL RISER FL #15726 A7,,, ,11\\ sheet 2aft3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OIlk W N Q (L n I a • O w m O IL /" 0o 010 e V'o n .0 POOO CL 8 O-6 QW;LL N l;Z -0 I z m f Q W O m J � I n rn ♦ M c1 M FRAME TOP CORNER S a PANEL TOP/BOTTOM CORNER s 3 F QUS ONW I ppm m Z M 3Za mo 21 27 O � o a w • • • 8 • • o o� • • c • • �n�1111 11 No.70602 $ �, k• F ••OTTIM C NC�• • • • • a • •• • • •• • • •• STATE OF r � drawing no. NAl. i�� sheet 3of13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M®��E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidadeaw/economy T M.Windows,LEC.1 1543 N.Powerliiie 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 PERA-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. PERA 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-249 Aluminum OutoAnng Doors w/wo Sidel t s L'.M.I. APPROVAL DOCUMENT: Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets 1 through 16 of 16,prepared by AI.-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant ••••• Limitation: •• • •••• • 1. See sheet 4 for Single door w/SHW and sheet 5 for single or double Door Design Pref�tt�e��bP}rating*Vs glass" type and/or threshold types(Exterior(+)water limit) :000% 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or thrd"d type.to t=i IDP ..... rating of Doors or Sidelites shall control when combined together.Max total frame area of akernatealnit shall ..;..• not exceed 125.84 ft?tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are liunitCdt"30' above grade. • LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state set ies •' and following statement: "Miami-Dade County Product Control Approved" noted herein' • •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been rm change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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&renews NOA#12-0208.14 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMI•DADE CO NOA No.15-0611.05 •o ,UNTY Expiration Date: April 21,2021 Approval Date: October 08,2015 tetl``� Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No. WII-03 Rev D,titled"Series-249 Alum Out-swing Door w/SideIites (L.M.I.)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0208.14/# 11-0218.05) 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 aluminum outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E. and signed and sealed by reviewing engineer Marlin D. Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014 (5th Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. :0 0*: 2. Glazing complies w/ASTMS-1300-02;04&-09. .•. 6066:6 .. .... D. QUALITY ASSURANCE • ...... .... ...... 1. Miami Dade Department of Regulatory and Economic ResouittskRER). 000000 •.f• E. MATERIAL CERTIFICATIONS '••'•• .... . ..... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameriew,,$n+-,, (ForpwoEiI. ••:•• DuPont DeNemours & Co.,Inc.for the"Sentry Glass® (Clear dild"OVhite) GIaSs 900%0 Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical eompiff .• •. (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",•expi:ung oris 05/21/16. •• • F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA# 12-0208.14,expiring on April 21,2021. 2. Test proposal# 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06,2010 approved by BCCO. tS� ` • Ifshaq I.Chanda,P.E. Product Control Examiner NOA No.15-0611.05 Expiration Date: April2l,202] Approval Date: October 08,2015 E-1 HEAD/SILL ANCHORS AT STILE ENDS 0j AT 41 7/8' (8)AT O.C. 3" BO' i FRAME WIDTH FRAME WIDTH Z 3 6"MAX. 1S'MAX. SURFACE APPLIED HEAO/SXILL TYP. 15'MAX. C�' HEAD/SILL HEAD/SILL FALSE MUNTINS CORNERS HEAD/SILL `7iy. I CORNERS A MAY BE USED p I A F I \ II HINGE OPTIONS SEE SHEET 5 LUzrh1 C mo d I II 3 3 0 0 LOCK OPTION 2 I II g I N m m W SEE SHEET 5 I II $ r ^� I ii / ��• S ^� \ I ii � 23 I --U---1 J•• g \ i --D---, a o ==--H--r p LZ LOCK OPTIONS i _ �--- \ I _ V-- J== Q SEE SHEET 5 =_fir___ \ I =_�M___ V1 W V 3j / I I \ I / I I _3i m I I / O 0. m e Z0ZZ 1 U11 .r a GLASS D.L.O. DIMS. INACTIVE _ ACTIVE 3 D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 14.875" i �00 D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH — 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 20')/230• Ism GO 30 29 7/8' 'm DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH — 3.250' D.L. OPO. D.L. oPG. D.L. OPG. Y DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH — 2.750")/2 3B 5/8• 8 38 5/8' LEAF WIDTH LEAF WIDTH 38 5/8" o r LEAF WIDTH = $$ SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES 01 B B APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TYPICAL ELEVATION TYPICAL ELEVATION WITH OR WITHOUT SIDELITES. ( X ) ( XX ) FWDUCC RIEVISB.O 0 SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ub".lyMy wll111 dw Pbdldit SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. SINGLE LEAF DOOR DUAL LEAF DOOR YlddipsCode • • • • • • •• MhA °s do THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ••• •• Xz*ssM• • • • • • • • DOOR OPTIONS — L c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY _ • • •• • • • • • �,, my "�o d a HURRICANE ZONE (HVHZ). • •• • • w • ••• • q+M 1 C < m c 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY -.0 • • • •• TO TRANSFER LOADS TO THE STRUCTURE. 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS En9r:JAVAD AHMAD 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. CML i 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • ••• SHUTjF�3S ARE NOT REQUIRED. F C7?N 538 o S , NOT PART OF THIS APPROVAL. • • • • • • • • • S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.•• • • • • • • • • ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON—COMPRESSIBLE. ••• •• ••• •• ••• :• SEP `� 015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W1 1-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 8 ••• 000 • • ••• • • ANCHORS AT MULLION u HEAD/SILL ANCHORS AT 4', 7'k 10'FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDEUTES o 186 1/4"MAX. (6)AT 3'O.C. TYP.AT HEAD/SILL I TESTED FRAME WIDTH Z j 1 1/4'MAX 1 1/4" MAX Q 41 7/8' 80"MAX. 4 7/8" F p �d SIDELITE FRAME WIDTH XX DOOR FRAME WI SIDE FRAME WIDTH O 8"MAX. -3" 15"MAX. SURFACE APPLIED CORNERS HEAD/SILL I IrP. --_ HEAD/SILL FALSE MUNTINS 44.ra IF /1 MAY BE USED R�'O n u / HINGE OPTXX6S SEE SHEEy 5 c� o W m = =___ \ o O1 0 *OCK OPTION 2 \SEE SHEET 5-\ ii II vi U J 23 __L___1 J W la ----n---- as 0 30 m \ I / II II N 3ZQa Lo a I FO INACTIVE ACTIVE 30' 30" - - 29 7/8" 30 S c A D.L.OPG. D. B'PG. D.L. OPG. O.L. OPG. 0 38 1/8" LEAF WIDTHucr 38 5/8" 38 1/8' 16 hhb five 1'7odit ¢4 LEAF WIDTH LEAF WIDTH LEAF WIDTH f�..''�•MM U0 R+IM oate TYPICAL ELEVATION ML �f ( O71C10 1,•• • • • • • •• lrrr rel TFITH PAI% MERE.-: • • • • • 3 s 3 S •• ••• •• • • • •• SIDELITE OPTION WITH DOOR Engr:JAVAD AHMAD o CML i n MAX. FRAME AREA NOT T%MAJEEE:15.84 SgAlF. PM-FBC 2014• •:• FGA.P J 70592 g � CA 3538 •• • • • • • 3 2015 drawing no. W11-03 sheet Q of 18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD/SILL ANCHORS ANCHORS AT MULLION �� ~ STILE ENDS AT 4',7'k 10'FROM END OF AT AT TI 3'O.C. FRAME AT DOOR AND SIDELITES 166 1/4"MAX. TYP.AT HEAD/SILL 48 5/16" FRAME WIDTH 1O BO'MAX. }� 6'MAX. 3' XX DOOR FRMAE WI HEAD/SILL TP. 15"MAX. SURFACE APPUED 8 CORNERS HEAD/SILL FALSE MUNTINS K A - MAY BE USED u HINGE OPDOf!LS SEE SHEEP 5 N / E ii Q a _ o W �J DO o LOCK OPTION 2 o \SEE SHEET 5 \ i 23 ---U---1/ -- 1--- 'o n J W \ I --H--T ---K--- -< I J n 3Jr Ls xI - - --u-- v 0-m O.. n � INACTIVE ACW& - - 41 5/8" 30' 28 7/8' ml'j D.L. OPG. D.L. OPG. D.L. OPG. 46 3/8' 38 5/8' c SI-----WIDTH LEAF WIDTH 38 5/8' "IODUC P NEVISCD c LEAF WIDTH YZIr.whY IYe PMAA s%*m•w Dae TYPICAL ELEVATION [1 -V„ •• ••• • • • • • •• � „ ( OXXp ) • • • • • • • • IMdr IeIIM WITH DIRECT SET•SIDELR'S • • • • ••• • • • • • • • • • • Cc`m •• ••• •• • • • •• SIDELITE OPTION WITH DOOR eng,:aAVAD AHMAO b 4 0 CIVIL ti • ••• • ••• ••• M PE 17092 a MAX. FRAME AREA NOT TO EifCEF.) 126.84 SO.OT.-PER •BC 20141-.- • k •• • • • • • • • • • •• • • •• • • •• •• • • • • • 2��5 drawing no. W11-03 sheet 3 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 41 7/8' 31, O J FRAME WIDTH WINDOW WIDTH 28" 6'VM. --15"MAX.- D.L. OpG. (Fl%ED) HEAD/SILL HEAD/SILL A 14 10 1/2' d MAX. 5 MAX. �C CORNERS HEAD HEAD/SILL • CORNERS f1 �eI< exp f�.2 LOCK OPTIONS /• \ z O SEE SHEET 5 \\ \� \' 0 6 io s. 3 � 14 LLLJII n ¢n �wZM 01 26 5/B" IU 28 7/8" ;O B.;:m VENT WIDTH C d bZ n M a 10 O NOTE: D.L. OPG. Y $ Dp T.M. SINGLE+65 •HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. A ye s/e• � Q LEAF WIDTH —80 PSF o • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD TYPICAL ELEVATIONPOODUCfREVISED ( ) a • *fib The flod& X FOR DESIGN LOAD CAPACITY SEE SHEET 5i+Nb"Dot Ce t 1 ii •• ••• • • • • • •• nrat Cc U f rSINGLE LEAF DOOR WITH SINGLE HUNG WDW INSERT • • • • • • • • • tS ` 4 •• • • . . • ^- asas .• . . .•. ' S.H. WINDOW INSERT OPTION •• ••• •• • • • •• 4 Engr.JAVAD AHMAD CML • ••• • ••• • ••• FLA.P /T0592 a C • • • • • • • • • Ca. 3e •• • • • • • drawing no. 5E W11-0 3 2015 3 sheet 4 of 18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAM—E WIDTH, FRAME WIDTH FRAME WIDTH NOTE: {�V GLASS CAPACITIES ON THIS SHEET ARE 4 o BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ / AND FLORIDA BUILDING COMMISSION t ; DECLARATORY STATEMENT OCA05—DEC-219 F US w 11 {r6 ACTIVE INACTIVE ACTIVE ACTIVE 0 C SINGLE LEAF(X)DOORS WITHOUT SIDELITES DOUBLE LEAP(XX)DOORS WITHOUT SIDELITES SINGLE LEAF(X)DOORS WITH S.H. INSERT J Z aay DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF a elf LOCKS gi h 12 LOCK OPTION/1 LOCK OPTION/2 LOCK OPTIONS 01 B/2 O CUSS TYPES GLASS TYPES GLASS TYPES GLASS TYPES•DOOR --a FRAME WIDTH FRAME HEIGHT 'A'OR'Al' 'B'OR'B1' FRAME WIDTH FRAME HEIGHT 'A', 'Al', 'B' OR'81' FRAME WIDTH FRAME HEIGHT 'A', 'Al'. 'B'OR'B1' Ju INCHES INCHES EXT.(+) INT.(-) EXT.(+) INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) 42 109 80.0 80.0 100.0 141.0 80 109 80.0 80.0 42 109 65.0 1 80.0 n EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE'F' 0 S.H.WDW ��\SSSS pp o FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF FOR STD.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD O M FOR STD.THRESHOLD UMR EXT.(+)LOADS TO 58.0 PSF V LOCKS �z� WE STANO EEL THROW BOLT LOCK, KEY OPERATED ON 3 POINT LUCK SYSTEM WITH LEVER HANDLE LOCATED O O m EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILET7 O_p LEAF LOCK STILE, 48' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS OPTION #1 z G FASTENED WITH (2) 1/4-28 X 2-1/2' MS ENGAGING AT HEAD AND SILL 7-5/8' LONG ALUM BUTT HINGES, AT 12' FROM R Jr. EACH END AND ONE AT MIDSPAN OF LEAF. CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON FASTENED WITH (2) �J12-28 X 2-1/4" OH MS M dv EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE AT 40"FROM BOTTOM OPTION If � .1 LOCK STILE, 39-1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4' LONG ALUM PIVOT HINGES, AT 12" FROM EACH END 0 FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (3) #10 X 1/2" FH SMS AND ONE AT MIDSPAN OF LEAF. (2) NB-32 X 1-1/2' OH MS FASTENED TO FRAME WITH ((2) 1/4-20 X 1-1/2" MS CONCEALED FLUSH BOLTS AT TOP d: BOTTOM OF FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2 MS CONCEALED FLUSH BOLTS AT TOP d: BOTTOM OF LOCK INACTIVE LEAF LOCK STILE, MANUALLY OPERATED STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE FACE LOCATED AT 11-1/2"AND 89-1/2' FROM BOTTOM LOCATED AT 10-1/2" k 78-1/2' FROM BOTTOM R FASTENED WITH (2) #8-32 X 1/2' FH Mc &S FASTENED WITH (2) A8-32 X 1/2' FH MS SEALANTS: c R 5 FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED ►RODUETREVISED I I WITH WHITE COLORED SEALANT. gotmplyl.Qwith the11•t4da m SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE, 4A� N• V ; fk•Na.D.te \\\ i \\\ •• •�i/� V ••\s •• SWn4h•i•etC�ilY� 2 i, \ i \ • • • i • •\• mto s $ I 1 • I j - EAgr.JAVAO AHMAOCIVIL b / / \ I •• // ••• FLA.PE(70592 S • • •• • • • 4EP AN 5 / I / • • \• I •' • :• \• i % drawing no. INACTIVE ACTIVE 2015 W1 1-03 shut 5 of 16 • •• •• • • • •• •• ••• • • • ••• • • STATIONARY PANEL(0) OR DOORS WITH SIDBLCTES SIOELR DOOR DOOR a DESIGN LOAD AHEL/DIRECT SET- PS GLASS TYPES WIDTHFRAME W. SIDELITE W. SIDELITE W. FRAME W. SIDEUG W. FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A', 'Al', 'B'OR'BI' INCHES INCHES INCHES EXT.(+) INT.(-) Q 3 .41 7/8 / H F 81 80(XX) 48 80.0 69.7 x M k D / 3 M 3 M 0.�7 �U as 41 7/8 80(XX)� 48 80.0 69.7 0 91 41 7/8 80(XX) 48 80.0 69.7 \ M \ n 07 41 w(%%)%) 42 80.0 79,8 K L �Jj K l K L B K L p Q a O Q 103 417/8 �� 42 80.0 79.8 (Q 3 41 7/8 (X) STATIONARY(0) Ir,OVERALL FRAME WIDTH _I Ir OVERALL FRAME WIDTH I z 108 80(X% 41 7/8 80.0 80.0 ((XO)) (OXO a m ) (OX) ) l� EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF 0 SIDELITE W. DOOR FRAME WIDTH SIDELITE W. DOOR FRAME WIDTH SIDELITE W. rr F C A F G A F C NOTE: FOR DOORS CAPACITIES SEE SHEET 5, 01 FOR SIDELITE CAPACITIES SEE CHART ABOVE. / / 'O LOWER VALUES FROM DOOR OR SIDELITE CHART J D �� ; a0 WILL APPLY TO ENTIRE SYSTEM. N% Ei % % H Z l'. la!U DIRECT SET SIDELITE WIDTH � PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH 4—\ ODD ZQ m lkN v L OVERALL FRAME WIDTH I I OVERALL FRAME WIDTH I N 00 ( DXX) (OXXO) O (sato) /RODUCrREVISEO rp DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH as ewgyhV wllk rhr FlarMs 0 '� (X)OR (XX) bakmag CeAe 8 Avapsm No I Y a E�Itptr 1+�•( °i �8 LEJ WIDTH k c OY1111 tie1CrDF a $ ACTIVE *.)To•• • • • • •• NOTE: • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE 2 o 4.`a PANEL SIDEUTE WIDTH DOOR FRAME WIDTH •; •: . . .•. •• BASED ON ASTM E1300-09 3 SEC. GUSTS E $ (X) • • • • • • • • AND FLORIDA BUILDING COMMISSION > ;`E`m •• ••• •• • • • •• DECLARATORY STATEMENT DCA05—DEC-219 Engr:JAVAD AHMAO b rr o • :EAF1CIVIL .T. • •• FLA�Pj/70592 r+ • CA. 3538 1-i/4" INACINE ••• • • • ACTIVE • • drawing n0. PANEL SIOELITE WIDTH DOOR FRAME WIDTH SE 3 2015 LX>n sheet 6 of 16 or : • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16"HEAT STREWD GLASS 3/16"HEAT STREWID CLASS 1/4'AIR SPACE 3/18'HEAT STREWD GLASS 1/4'AIR SPACE 7/18'NEAT STREWD GLASS 4D 090"Interloyer 3/16" HEAT STREN'D GLASS 3/18' NEAT STREWO GLASS 090" Interloyer O S ; Soflex Clear And Color Glass SentryGlm F yrFSjy ' By'Eastman Chemical Co.' 090"Interlayer .090"Interloyer By'Kuroroy America,Inc.' 1/8'HEAT STREN'D GLASS Sallex Clear And Calor Glass SentryGles 3/16'HEAT STREWO GLASS By'Eastman Chemical Co.' By 'Kurcray America, Inc.' 3/16'HEAT STREWD GLASS 090'Interlayer _ SentryClas A v SILICONE 3/16"HEAT STREWD GLASS 3/16'HEAT STREWD GLASS SILICONE By'Kuroroy America, Inc.' CY GE RGS7701 GE RCS7701 SILICONE GE 1200 SILICONE GE 1200 GE RGS7]O1 GE RG57701 1/8 HEAT STREN'D GLASS a GE 1200 GE 1200 g SILICONE t4 Z E m GE RGS7701 Q�il p1 GE 1200 a `Q 37 3 1 K K ALUMINUM p ALUMINUM O p SPACER SPACER p 8 SMS K SMS AT 4-1/2'FROM ENDS AT 4- 1/2 'FROM ENDS AND 1C-1/2'O.C. AND 10-1/2'O.C. I 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES CD^ to GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'BGLASS TYPE 'B1' GLASS TYPE On (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) V JZ� GLAZING OPTIONS 0 0 m 30 Za 10 W O TYPES GLATYPES F d 'A'OR 'B' (ABOVE) 'Al'A1' OR'B1' (ABOVE) SILICONE SILICONE O GE RGS7701 GE RGS7701 GE 1200 Iy GE 1200 Y t \v 35 �� a I pRODUGf R¢V16ED � R R Is e•sylyle9 wllh r4DFTetW Q a IMLe1—fdL�lJ�F2( k fW; ~ oiMf C AT R POINTS ON LRES 39 AT 1/4 1�ITS•AfL.-2F • ••• • • ••• c ~ 39 WIDER THAN TS • GLAZING DETAILS AT SIDELITE •• •i i i i i i•i •• °_�`m o •• ••• •• • • • •• ENr:JAVAG AHMAD a '# c CML 33 • ••• • ••• • ••• FLAN}892 3 • • • • • • • • • • •• • • •• • • •• drawing no. 0 3 2015fill w W1 1-03 sheet 7 of 16 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS EDGE GIST. SEE ELEVATIONS 1BY W000 BUCK V FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) BY D BUCK ALTERNATE q f ANCHOR IAC(�TtON " �° EDGE UCTURE DIST. (SEE NO HEFT 1) O t 7d 'oJ Z 18 r1 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS v O I t TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i 16 SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. a a e 8 FOR SPACING FOR SPACING GGG iyS " METAL G: 1/2 MIN. EDGE STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z FLU BOLT OR 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) a Sam J SHOT BOLT 0I PEN Trots INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w v DIRECTLY INTO CONC. OR MASONRY T 7TYIIC�.I.AtNC...R�AOR SPACING 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) () JJ J V T a /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) J?LL J [w. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") v iS N w W INTO METAL STRUCTURESa m m STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) -a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) g 3 z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a m OR TYPICAL EDGE DISTANCE a 19 INTO CONCRETE AND MASONRY - 2-1/2" MIN. NTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. o " 1/2"MIN. 8 FLUSH BOLT OR 29 OR lOODUC f RBVISfJ) G SHOOT BOLT 19 agemplylq wItb the PloriL U �rc PENETRATION tt b Nlm{cook 18 18 28 2 O A1irepumn ple © 7 I I 2 O 7 •• • �• • •• c u'�'" �orymry"ry� ALTERNATE • • • �N• • • I I 1M+r r•�el � '3 o d$ •• • • ••• %ERNATE • • • � • • � OPERATING UNITS WEEPS a V : .a : • a''. •. a'• ti i .° Engr:JAVAD AHMIAD A r 1/2'FROM .a :.• zo :'o .•a.. CML SILL ENDS TYPICAL ANCHORS <' TYPHORS• TYPICAL ANCHORS FLA.PE/70592 a EDGE DLST. FOR SPACINSEE G ED •D .••• • �0 `•^"0 : ��E ST. gFOR SPACINGSEE CAN.,S57B • • • • • S b HIGH THRESHOLD �ARIt TH t YU 0• • �• LOW THRESHOLD o APPR'O FOR WATER RESISTANCE AP8Pjp FOR IjkfER RESISTWCE • • NET APPR'O FOR WATER RESISTANCE drawing no. LIMB MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) 2()I5 W11-03 OPERATING UNITS sheet 8 of 18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/SHIM ANCHOR LOCATION u SHIM 1BY METAL WOOD BUCK Z ; STRUCTURE kp d + ACTIVE LEAF F Gt ? TYPICAL ANCHORS t8 16 v 3 --- o SEE ELEV. FOR SPACING &TYPICAL o ANCHORS O d S SEE ELEV. �NA 15 EXTERIOR 5 • FOR SPACING D.L.OPG. ALT, FRAME JAMB 4Z Z 38-5/8'MAX. Q '� LEAF WIDTH D 41-7/8'WAX. a N DOOR FRAME WIDTH O1 LOCK OPTIONS 1 OR 2 rhi AT SINGLE DOORS OPTION t SHOWN n SHEET 5 FOR DESCRIPTION 3/8'MO. 3/6 MAX SHIM 3 O n SHIM O FLUSH BOLTS O LOCK CDOUBLEO DOORS J Z 3 AT TOP k BOTTOM SHEET 5 FOR DESCRIPTION J 3 2BY WOOD LICK U TYPICAL ANCHOa$ IN—ACTIVE LEAF ACTIVE LEAF DooD S UCTURE 1 o o SEE ELLU -60-- n FOR SPACING t8 16 c Z Z 4 Q 3na �a It /�Z� - -- Mlpr - - - - - - OR i 7 ��• 21 4 18 S y TYPICAL ANCHORS o 1 1 LEAF WIDTH EXTERIOR SEE ELEV. FOR SPACING c LEAF WIDTH m BUTT HINGES •z ? PHOT HINGES (SEE HINGE OPTION SHE 5) rl 80'♦UX• •• ^ • • • • i00T•FRAME NIDTR c•' . w . •. . • • °�asas •• ••• •• • • • •• OPERATING UNITS 1119mucritEvfsm b Newkpblq wMIt lb,PkrfY E�gr.JAVMLAHMAD T A r1l /t7 FLA,PE 70592 n • ••• • ••• • ••• Aewe�bwer Mw CA.N 38 • •• • • •w • • •• •• • • • • • drawing no. 0 3 2015 W 11-03 sheet g of 16 • •• •• • • • •• •• ••• 0 • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE ; EDGE DIST. FOR SPACING VANCHOR LOCATION 3A PANEL SIDELITE INSTALLATION DETAILS ALTERNATE �I •. ANCtiOR..LOCATION 3B Z O,16 28 010 % 7/4'PH SMS ' AT 6'FROM ENDS AND 24'O.C. MAX. 0 1 0 e 18 ALT, FRAME JAMB 8 a o 010 X 1"PH SMS 3/8"MAX.., AT 4"FROM ENDS J Z SC�JJ SHIM[ O 010 %3/4"PH SMS AND 16'O.C. MAX. O ND15 Q F AT 8" FROM ES 3 AND 24'O.C. MAX. 7 O TYPICAL ANCHORS SEE ELEV. 16 n FOR SPACING m 3 QtoM - - OM V W J Z NEE m U 18 21 21 331�i Ir 0 II S EXTERIOR 5 j -o 1 Pi II SIDELITE LEAF WIDTH IP LEAF MOTH Z In II SILICONE-/ BUTT HINGES C@ a PANEL SIDELITE WIDTH 1 1/4' DOOR FRAME WIOTH O DOOR LEAF WIDTH SIDELITE FRAME WIDTH - 3.250 PRODUC F REVT"9EO c SStt 8 8 �1.— "t with the Pi oft OR OR ARlylnitw Date O(r11'Ut a�G 1s 1s ISS. ZI + 2 2 +• of . . B . .. • • • • • • • CO•O f.�ri © 18 28 © • •• 8 • ••• • ��muo • • • • • •++ • • 2 • ' PANEL SIDELITE UNITS 2 s ALTERNATE ,� ? ut N a N Eng,:JAVAD AHMAD o t c 6 ••• • i • 4CA 70592 c 3/8'X 3/8• • y WEEPS " ' .' •'' ' :., c ' .b. �.. ' ;. �_.•.; •+;-_' ,:.•• ".l,..., � ►„e • b � 1/2"FROM v' .• '�? I' •• •" • • •! 0 drowing no. SILL ENDS I' • TYPICAL ANCHORS 5 1' • EDGB.DIST. • TYPICAL RSEE ATIONS • W 1 1—03 EDGE DIST. FOR SSEE PACING FOR SPACING }2015 PANEL SIDELITE UNIT (STD THRESHOLDS PANEL SIDELITE UNIT (HIGH THRESHOLDS snoetl0of18 • •• •• • • • •• •• TYPICAL ANCHORS DIRECT SET SIDELITE INSTAL•L•ATION DETAILS to o I EDGE DIST. SEE ELEVATIONS 3 • FOR SPACING ZQ � 8 K 3/8"MAX. a��{ SHIM O O 15 Q ii f I . TYPICAL ANCHORS 3 O SEE ELEV. =i FOR SPACING J '� 16 I rn v rn IDx I 5� 0 tl 1 J czi _ = a S 21 aiw 303to o �W'! 3 EXTERIOR 5 a toO W �I D.L.OPG. LEAF WIDTH g .may-Z ZZQ N SILICONE PNOT HINGES O j DIRECT SET SIDELITE WIDTH 1 1/4- DOOR FRAME WIDTH i7S a I O /10 X 1' PH SMS AT 4'FROM ENDS AND 18"O.C.MAX. C .8 II ft0DU cIiIIiIP6J f REVj k PlOfit CU WdI 2GM it AeaOtmv Na LyMNw onIc 2l 3 25 PA*riatim;c-i� 25 •• ••• •• • • • • DIRECT SET SIDELITE UNITS Engr:JAVAD AHMAD b ., CML .:. �.y• .Q • ••• • ••• • •.• FIA.PE 70597 c •'• • a •' ' •' • • • • • • • • • CAN. 538 •'° EDGE DIST. TYPICAL ANCHORS 0-: • • • • • • • • p .J SEE ELEVATIONS •• • • • • • • • • i b FOR SPACING . .• • • •• . • •• •• • • • • • S�N �1 drawing no. DIRECT SET SIDELITE UNITS sheet 11 of W11-03 3 • •• •• • • • •• •• ••• • • • ••• • • 4.000 1.750 4.000 .112 .0e0 .093 �-{. .062 Lm o .625 �r.062 au 7.750 2.375 .500 II 1.750 Q ; LI �-I I 2.375 I •+1 L.332 as 111 L1.843-1 •090 1.843 .145 ffYY OFRAME HEAD O PANEL GLAZING BEAD 3.465 F� v 1 TM-099 37 TM-155A O SIDELIIT HOEAD/SILL 01 r 9 5 2.375 8'2� �~--2.125 -� .650 .713 g 1-I i- 1.465 .062 .125 • 0.310 .715 .050 ; O GW 37858 0.572 Z CENTER HINGE 4.000 1 799 �I{ 2725 SIDEUTE GLAZING BEAD (INSUL. LAM. GLASS) 1 988 1.282 125 - Q PIVOT HINGE �l 0.248 1.500 4.000 1.5001 n �1.750� 6.572 GW 37889-A '250 2.062 -f O O DOOR BOTTOM RAIL �g OUTER HINGE 125-!!" �! 875 19 TM-29236 --{ .125 I'�I 1 to DOOR JAMB/SIDELITE FRAME '062 -=•1 1.376 a o M x HINGE PIN 8A5499 7.000 .062 .625 28 STD. SIILLL57A8DAPTER •500 766 -�, MID RAIL CORNER CHANNEL J w Z J 1.750 J 093 .855 LOW THRESHOLD 1.858 1 9!w V 625 1.750 3.651 897DKB ;o m as O L .002 1.030 3.875 .835 1.275 a C a Z x II g z 4.000 •082 4.090--SIF-.093 HINGE CAP '2� 1.629 I N O • F.H.sms 2g HIGH SILL ADAPTER 38 ~ n' ODOOR HINGE STILE O TM-193 O O 5 TM-32995 ° 2 157 125INSUL. GLASS PANEL ADAPTER .562 I I 2.000 49 .530 TM-194 y� 4.659 ,093 ° -�. y� � 930 + DOOR TOP/BOTTOM RAIL 6 00 II m L 1.593 © TM-32994 3.500 0 11 7.689 .625 rl .187 .554 c°-ec ° II 2 2:� 1.750 L �� .002 I .060 u e »il 1.574 I ° 4.000 .075 ° FRAME SILL (STD.) 'H' MULLION SILL COVER 4 -( .625 0 BA5797 15 TM-121A 3D TM-180 4.000 .375 •• • =t2 • • • • • -2.625- 0 2.625 ACTIVE LEAF LOCK STILE • • • • • • • m 3 S E 8 •• • • • • �ItODDCf REV196D > OO TM-172 O• B HI •• • • •• • reerplyl•6 Mlb Uw OWEATHER-STRIP ADAPTER • • • • • 002 Mrewnnryo - 1l.0) GW-31826 4.659 .093 •• ••• •• • • •• 075 3.790 999 Rfr al. 4.000 r Engr:JAVAO/M1MPD -{ 1. CIVIL 287 2.D40 ••, • • f • •• .166 .062 9 8 F CAE 3538 B2 +�'�W YN•e4 .050 1.750 L554 •'� • ,1 • • 1.988 }• .715 •' • • • j� b 1.799�1 I .825 •••{�-r011� •x-1.779 F�• • •1.750-Jdrawing no. QQ I.-4.000 ® 38 4E' 15 W1 1-03 SIDELITE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT, FRAME COVER TM-157 ® TM-36046 31 TM-182 BA BA sheet 12 of 16 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MM/ PART/ QUANTITY DR9CRIPTTON MATERIAL MANY./SUPPLIER/REMARKS �4.,u Fl " 1 TM-099 1 FRAME HEAD 6063-TB PER TM SPECIFICATIONS 2 BA5797 1 FRAME SILL (STD.) 6063-TB PER TM SPECIFICATIONS 6 2A 8970KS 1 LOW THRESHOLD 6063-T6 PER TM SPECIFICATIONS t R 3 3 BA5499 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS 3A BA AS REQD. ALT.DOOR JAMB/SIOELTTE FRAME 6053-T6 PER TM SPECIFICATIONS �Z 3B BA AS REDD. ALT. FRAME COVER 6053-TG PER TM SPECIFICATIONS (p 4 TM-172 1 ACTIVE LEAF LOCK STILE 8063-T6 PER TM SPECIFICATIONS o g 4 v 4A TM-36048 1 INACTIVE LEAF LOCK STILE 6083-T6 PER TM SPECIFICATIONS a(Liyl l: 5 TM-32995 1 PANEL HINGE STILE 6063-TG PER TM SPECIFICATIONS O u 5 TM-32994 i PANEL TOP/BOTTOM RAIL 6083-T6 PER TM SPECIFICATIONS rS r 7 GW 31826 4 WEATHERSTRIP ADAPTER 8083-T6 END OF DOOR STILES (TOP/BOTFOM) �y C 8 FD 107 3/LEAF BUTT HINGE 8063-TG SULLIVAN&ASSOC. Z l`g 8A - 3/LEAF PIVOT HINGE 6063-T6 LOIRA QI - 9 GW30769 AS REOD. SIDELITE HEAD/SILL 6083-T6 - 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE {L Z 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4'LONG a 12 FS 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN k ASSOC. 15 TM-121A AS REDD. 'H'MULLION 6063-T6 - ( � 16 32001 AS REO'D. FOAM FILLED BULB W'STWPING - .187 X.250 T-SLOT 18A 32084 AS REgb. MULTI FLM FOAM FILLED BULB W'STRIPPING - - m FRAME TOP CORNER SIDELITE CORNER tee 32011 A5 REq'D. FOAM FILLED BULB W'STRIPPIHO - 187 X.750 T-SLOT 17 FBGF 2/LEAF FLUSHBOLT GUIDE,LOCK STILE ENDS(TOP/BOTTOM) 6063-T6 I M A M PLASTICS m 19 1 TM-292381 1 PANEL BOTTOM RAIL 6063-T6 - 0 20 - AS READ. /10 x 1/2"F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2'0 THREADED ROD,WASHER 8:NUT STEEL TOP/BOTTOM END RAILS 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET g J w-i u 23 - 1 MULTI POINT LOCK - ACTIVE LEAF,41'FROM BOTTOM -t? 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES t K 3: Qj 26 - AS READ. /10 x 1"P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 3 3 Lal I 28 BA5798 AS REDD. SM.SILL ADAPTER 6063-TS PER TM SPECIFICATIONSo d m 29 BA AS REDD. HIGH SRL ADAPTER(USED WITH STD.SILL) 8063-T5 PER TM SPECIFICATIONS C Z0Z 30 TM-180 1 SILL COVER 6063-T6 PER TM SPECIFICATIONS a 31 TM-182 - LOCK STILE REINFORCEMENT 6063-TB PER TM SPECIFICATIONS 35 TM-157 4 SIDELITE GLAZING BEAD(IAM.GLASS) 6083-TB SIDE LITE GLAZING PERIMETER N Q. 35A - 4 SIDELITE GLAZING BEAD(INSUL.LAM. CLASS) 6063-TS SIDE LRE GLAZING PERIMETER 0 DOOR LEAF CORNER 37 TM-155A OPTIONAL PANEL GLAZING BEAD 6063-TB PER TM SPECIFICATIONS 38 TM-194 - INSUL.GLASS PANEL ADAPTER 6063-TS PER TM SPECIFICATIONS 39 _ AS REDD. SETTING BLACKS(1/8'X 3/4'X 4"LONG) EPOM DUROMETER 8035 SHORE A DOOR COMPONENTS g# � 26 c ftADUCf REVISED boWleg b•tle{ICode {WHY tht FlorHA /- •• ••• • • • • • •• Amptwre Ntr c o« r • • • • • • • • • 6 i>�+ate sem g En9r:JAVAD AHMAD b •1 0_ • ••• • •• • i3"f• FLA.PEM/L 70592 C.A.N. • • • • • • N.3 • }. 900 •• •• • • • :• drawing no. FRAME BOTTOM CORNER MID RAIL CORNER Wl 1—03 SINGLE ODOR W/S.H.WOW, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS EDGE_WSf. FOR SPACINGALTERNATES SEE 1��AIICHOR LOCATION G J Fa Al is 9 r� B• d U a �c 1 Q a g i(S 9 ,9 _ #10 x 1-1/2"FH SNS 0I`.C SEE ELEVATIONS y�{W 9 gFOR SPACING 41 g 3 z�- 3 n I n J O� 4 �? � O '• 33Oa� 40 0 61 m o m O � gx I na N0 o I o a I d x I �1 I 1 I reonuc r rtev r e IsWm with the flerlft C St i 3. OR pk v I M i c Ti t9 �aYgMr! flet w x fIOiY • ••• • • • • • •• C1 • • • • • • . °ash's lox 1-1/z"FN sus • ••• • • is SINGLE (X) OPERATING UNITS W/ S.H. WDW. SEE ELEVATIONS 2 FOR SPACING I 1 3 3 Eng,.JAVAD AHMAD b e 0 CML I I • ••• FLA.PE 70592 ^I n N � • ••• • • • CJeN. 539 •• • l•• .. .� •_ • i tf b • .,•. • .. •• c :. .••' .•a, �Ia. '' �. �1•.'::.••. drawing no. '° TYPICAL ANCHORS t• Wil-03 EDGE GIST. FSEE OR ELEV TONS SF J ZO15 HI—THRESHOLD OPTION sheet 14 of 18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8'MAX. ri , SHIM JIGSEE E VAJION FH SMS .•3/8"MAX.R SPPAACING VENT WIDTHFl '. SHIM 2BY D BUCK 3 3 OR WOOD S R 6D*L PC. O 18 72. SEE ELEV ANCHORS d 1• 7.1 4• 18 FOR SPACING LL (� n o 011" 21 , �+ 16 EXTERIOR 5 Q W g TYPICAL SEECHORSEELEV.. D.L.OPG. (FIXED) O FOR SPACING h S.H.WINDOW WIDTH vO1i HINGE OPTIONS 38-5/8"MAX. SHEET 5 n LEAF WIDTH 41-7/8'MAX. 9e n F LOCK OPTIONS 1 OR 2 FRAME WIDTH r'1 AT SINGLE DOORS OPTION 2 SHOWN J Z SHEET 5 FOR DESCRIPTIONqq, J= 3/8'MAX. 3/8'MAX 8 O o m Y m SHIM D O SHIM �iy a O � 3 LIBY Z dZ METAL 3 BUCK STRUCTURE V ACTIVE LEAF 00 TYPICAL ANCHORS 18 18 O SEE ELEV.fOR SPACING Zvi /AQDUCf flEV1380 c 21 TYPICAL ANCHORS �•»Pbl�i will fNt Flaft w SEE ELEV. t6 EXTERIOR 5 > FOR SPACING Nu _ S ° B 4 D.L. DPG. IAIl 345/1-M;X. • • • • • • F IWC o o o • LEAF WDTH• 8 0 • 41- B;N: • • • • • • w10T Engr:JAVAD AHMAD CML 1 33 • FLA-PEC SINGLE• O➢ERATIAG• S W[;S2 •!•W 70592 e s a •• • • • • • • • • • •• • • •• • • •• •• • • • • • n Noah drowing o -oW13. sheet 15 of I g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rr,, ITEM/ PART 0 READ. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS V 1.937 1.1 GW-31798 1 FRAME HEAD 6063-TS PER TM SPECIFICATIONS �� 0 746 1 062 2.1 TM-117 2 FRAME JAMB 6083-T6 PER TM SPECIFICATIONS .130 �r 3.1 - 1 FRAME SILL 6063-TB PER TM SPECIFICATIONS Z j .8817 625 •8i 6-�� ITS 4.1 GW-36123 1 FIXED MTG.RAIL 6063-T8 PER TM SPECIFICATIONS -f .250+1 I•� 5.1 TM-113 1 STO.VENT TOP RAIL 6063-T6 PER TM SPECIFICATIONS 1.875 6.1 TM-112 1 VENT BOTTOM RAIL 6063-TB PER TM SPECIFICATIONS ¢ � C 7.1 GW-31802 2 VENT JAMB 6083-T6 PER TM SPECIFICATIONS Od I.t FRAME HEAD 17.1 FIXED RAIL REINF. 9•+ GLASS STOP ANGLE 8.1 TM-415 2/VENT SPRING LOADED EGRESS LOCK O 5'FROM ENDS 6063-T6 PER TM SPECIFICATIONS 8A.1 - 2/VENT LATCH LOCK O 6'FROM ENDS CAST PER TM SPECIFICATIONS V 9.1 - AS REOD. GLAZING STOP ANGLE ALUMINUM PER TM SPECIFICATIONS c 750 10.1 - 2 VENT STOP(5-1/4'LONG) PLASTIC PER TM SPECIFICATIONS g Q G F- V14 - z SPIRAL BAIANCE - CALDWELL�0I 5 - 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS 1.I 1.749 2b41 WV-3045 AS REDD. BULB WEATHERSTRIP VINYL PER TM SPECIFICATIONSW43201 AS REOD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS140 W43371 AS REOD. FU!SFAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS.9J7 - 1 FRAME/VENT ASSEMBLY SCREWS CRS /10- - FIXED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS 4.1 FIXED MEETING RAIL +6.118.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS d r� DOOR STILE REINF. � I S.H. WINDOW COMPONENTS 8• \ � vii 1.750 i 58.940 750 .062 / J Z " 8 JZI 1.125 1.562 Imo' / �I' 6W3 ' t.oas 1. 00co v --1750 F- c Z Z x 7.1 SASH SIDE RAIL 3 v s.1 STD. VETOP RAIL I �'^a NT -�•I.989(•- � I I VENT TOP CORNER .877 .787 1.875 -f .943 FRAME TOP CORNER A .882 .062I G '674 .055 I PRODUCP REVISED w III---1.469---III p.plyMg wR\Ike M kk c W U IwNle/ 6.t .617 1.382.080 2.72 2.t L .082 2.82 • •••• •••.•••• •••• ••• ••.•• •••.•j.• •I• ••6. � ,%" //�� AODM Os•lo FRAME JAMB SASH LATCH 2.050 CeN R•; w 00 000 0 0 L 6 En9r.JAVAO AHMAO 5 CML 7 2 2.250 FAP5 .662 70 1937 . 1 •. 0 • 0 • wd>>T=<o•LwYE1 i n na&oo VENT BOTTOM CORNER $E �1 W1 1-03 6.t VENT eOTToM RAIL 3.1 FRAME SILL FAM BOTTOM ORN R i)2015 sheet 16 of 18 • • • • • • • • • • • •• •• • • • •• •• 8/11/2015 Florida Building Code Online Mc. IEL Florida DepaMentaf BCIS Home 1 Log In I User Registration 1 Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Busines - Professig I Product Approval C J '� USER: Public User Regulation Product Approval Menu > Product or Application Search >Application List>Application Detail • 0 FL # FL16132-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com .. ... . . . . . .. Technical Representative ••� . .. . . . . ... . Address/Phone/Email • .. ... .. . . . .. Quality Assurance RepreserltatiW •:� . . Address/Phone/Email •• • . .. . . .. . . .. Category Wi nd—ow U Subcategory :•: Casement . . . . . . . . . . . .. .. . . . .. .. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pwam=wGEVXQwtDgv dgAXhlOw%X4o'BZknstilikCZZ27vt1bKT80JrUmpw%3d%3d 1/3 8/11/2015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , (.,1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16132 R1 COI Indep.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 .. ... . . . . . .. Product Approval Method •• •; ••; ;•; '• Method 1 Option D .. ... .. . . . .. Date Submitted 04/27/2015 Date Validated .'. •:• ••• •0 /29/2015 Date Pending FBC Approval•; ;• :. (i /06/2015 Date Approved •• 06/22/2015 ... . . . . ... . . Summary of Products 0...... .0.0 . . . . . . . . . . . .. .. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMilgA*Ah l Ow%X48BzkgsaililcCzz27vt l bK F80JrUmpw%3 d%a3d 2/3 8/11/2015 Florida Building Code Online FL # Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16132 R1 II Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo P.E. PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-75 Evaluation Reports Other: FL16132 R1 AE Eval.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street,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 emalls 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: ® ® eCh•ck securit x.mFTH{(S" •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • • •• • • •• • • •• ••• • • • • ••• • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv}�f4r}gAXh 1 O**t 1 bKT80JrUmpw%3d%3d 3/3 ENGINEERING EXPRESS® eT• PRODUCT EVALUATION REPORT i i Product Evaluation Report 4/22/2015 Application Number: FL#16132.1-R1 EX Project Number: 15-2372 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name& Description: Series 525 Casement Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: •+ ...... .... ...... • PRODUCT EVALUATION DOCUMENTS ••• •• • EX drawing#15-2372 titled"Series 525 Casement Window", sheets 1-8, prepared by EagineeFing ••• • Express, signed &sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Resort. • • TEST REPORTS • Uniform static structural performance has been tested in accordance with TAS 202 test stan'dafds pes tgjt 0 ••••'• report#1213.01-12 by American Test Lab of South Florida(ATL). • Large missile impact resistance and cyclic loading performance have been tested in accordance with•jAS; ' 201 &203 test standards per test report(s)#1213.01-12 by American Test Lab of South Florida (ATL). i • STRUCTURAL ENGINEERING CALCULATIONS i Structural engineering calculations have been prepared which r evaluate the product based on comparative and/or rational Raised Engineer's IireN analysis to qualify the following design criteria: Pages 1 tl ? 1. Anchor Spacing ` NSA • O 2. Maximum Allowable Size/Pressure 654 e Combinations 3. Glass Capacity 4. Anchor Capacity Frank L. Benna�i , F%,E. .�0 ; F #PE0046549 C,%'. 6 No 33% increase in allowable stress has been used in the �f F •'�� design of each product. 'ii S' ••""•• ��`� 9 p i�i� SIONAI-� The following are approved for use in the HVHZ as specified in their corresponding NOAs: 1111111►fIooieWOO 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS 4/22/2015 TM Window,LLC.—Series 525 Casement Window(LMI& SMI) Page 2 of 2 • Saflex PVB Interlayer by Eastman Chemical Company(NOA#14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours&Co., Inc. (NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance i Each product has been designed to resist wind loads as indicated in the design schedule(s)on its j respective Product Evaluation Document(i.e. engineering drawing). I Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Doculnent(i:r•• • engineering drawing)as noted herein. •••••• All supporting host structures shall be designed to resist all superimposed loads and shah iv"a mat@fiar listed in each product's respective anchor schedule. Host structure conditions which are"ftcounted • :....: for in each product's respective anchor schedule shall be designed for on a site-specificbasls py a registered professional engineer. •••• ";". All components which are permanently installed shall be protected against corrosion, copiftAtion,'atid•.' ..•••• t other such damage at all times. ••.,.. . . Each product has been designed for use within the High Velocity Hurricane Zone(HVH2j. i 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM gCEE � fi ,NA R/O,P.E. TM WINDOW & DOOR :. SERIES 525 ALUMINUM CASEMENT WINDOW TM LARGE AND SMALL MISSILE IMPACT RESISTANT ~*'• O ' ION 9�.c Ib�9. ' NNDOWS �'''rdlire, x a Lu z L9a �m W a uj 3 � NEI'WE; x GENERAL NOTES ° 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E1300-09 STANDARDS. V m 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF HIS SYSTEM. WIND J � LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. .moi I'. 3. POSITIVEAND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH HIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC w d j LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA O O Q BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO HE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0C STATED HEREIN. S FOR SITE CONDITIONS DIFFERENT FROM H4. THE SYSTEM DETAILED HEREIN IS EE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER ORNERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE. o Q q FL 51 G I. Y I REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH HIS Z m ufl DOCUMENT. Q -${ 5. PERMIT HOLDER SHALL VERIFY HE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO HE o I a rha ti EXISTING STRUCTURE. Q e N 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER g SEPARATE CERTIFICATION. N(00 S B 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. Z 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. I 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY(NOA #14-0423.17)AND DUPONT PVB INTERLAYER BY E.I.DUPONT DE NEMOURS&CO.,INC.(NOA#13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS Q e� / 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS dd SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS '� U ' ie' /- ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. y 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE @@@@ R,� �/� •• ••• • • • NT NDED` RATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND C RL •• SIN LI�ITE THIS CERTIFICATION. I� �a�j ••• ••: ••• ••• • 6MEgI(jAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 copywnwomm"GSSS 15-2372 NTS • ••• • ••• • ••• YAGC DlfORIPTION� • • • • • • • • • COVER COVER SHEET • ••• ••• FL #16132.1 •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANK L BeNNARDO,P.E. 8 1/4"MAX. 8 1/4"MAX. •' FOR ANCHORS FOR ANCHORS •--W(� TYPE TYPE 16 1/2"MAX. 6"MAX FROM 16 1/2"MAX. 6"MAX FROM FOR ANCHORS 4ANY JOINT OR FOR ANCHORS ANY JOINT OR _ TYPE"A","C","D" CORNER(TYP.) 6"MAX FROM TYPE"A","C',"D" CORNER(TYP.) 1---! ANY JOINT OR ' I 6"MAX FROM CORNER(TYP.) _ ••• iE ANY JOINT OR - I I I I y�0�•• ��• `� CORNER(TYP.) —_ �i F•. �� SURFACE APPLIED I I SURFACE APPLIED FALSE MUNTINS --�L_-_J -- FALSE MUNTINS -� OPTIONAL -_ OPTIONAL _-- __ _____ -- Frrnn JB11ULL W o Lm W 11 o ___� SEE SEPARATE 3 g{ APPROVAL FOR ; Y O J�_-- yn� oW x ru J X _ __ ____ L_____ ALUMINUM owe x _ _ I— J<O 0;. O•<O — 1 _� MUlL10N 'O W � o m � o r----- moo€ IC LL _ - U 11 r G� I 0 gfO E I [LA@ �CONTIGUW3S WINDOWS 0 WIDT� ALLOWED APPROVEDF Q �aC �--FRAME WIDTH ALUMINUM MULLION Z m w TYPICAL ELEVATION IS USED Q O K* TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION R.$ D.LOWIDTH WINDOW WIDTH-4 r" QL.O. gv Z o LENGTH WINDOW LENGTH-4 S M<" D.L.O.WIDTH a WINDOW WIDTH-4 YR" Z N 10� Ft D.LO.LENGTH a WINDOW LENGTH-4 Ye" E 1.4 F- llp5 •• 00: •• . . . . . •• Fl6 0. • . • . . . 3 cavwcxrENOPER•AE1�1l� 15-2372 BGLH MS • ••• • ••• • ••• OAOE DlBCIIIPTION• s • • • • • • • • • COVER SHEET FL #16132.1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NAROO,P.E. EXISTING HOST FDGE D35 66111-' " STRUCTURE METAL STRUCTURES(STEEL OR �i ALUM.1/8"MIN,THICK) SEE MULLION APPROVALS FOR ,�C •• I. STEEL:Fy-36 KSI MIN. AN PER ANCHOR MULLION TYPE AND SIZE. 2BY WOOD BUCK ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPICAL DGE IST m ELEVATION FOR SPACING w ED E DIST _ " EDGE DIST -O Ix OR 2x WOOD - BUCK(OPTIONAL). "�.�;klNOT BY •'• Plk•� 1/4"MAX SHIMM 1/4"MAX SHIM 1/4"MAX SHIM 1/4°MAX SHIM 6 ANCHORSPER ANCHOR SCHEDULE. ,/, >,u�k €J 5 SEE TYPICAL ANCHORS PER fll Q 6 u'U' 3 qELEVATION ON ANCHORS PER ANCHOR SCHEDULE. Z c m$w 21 SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL W N w 3, SPACING SEE TYPICAL ELEVATION O •+ iYf ELEVATION ON SHEET w 3 2/8 FOR SPACING SHEET G FOR J 2 1 1 1 1 SPACING in uJ W 3 7 a J I gg B 13 J L TYPICAL ANCHORS: SEE ELEV.ON PAC31 2/.8,ANCHOR CHARTS FOR SPACING&QUANTITY O $£o> A WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. Z 4 g S0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q tli u�g = pTRANSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-1/4"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, o W -I 0 Fy=155 KSI) a g D LU 1BY INTO CONCRETE Z FILED BLOCK(ASTM C90) (2846 PSI MIN)OR GROUT Q n „w, 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT FILLED s ��N s BLOCK. O g uNi o R 8 13 TYPE'B'-1/4"DIA.ULTRACON BY'ELCO'(FU-177 KSI, Q Z R Fy=155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �w 7 �CC 3 1 1-1/2"MIN.PENETRATION INTO WOOD F 4 2 11 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 19 MIN)(Fu=120 KSI,FY-90 KSI) 21 INTO METAL STRUCTURES(5 PINCHES PASS THE THREAD PLANE MIN.)STEEL:Ye'THK.MIN. 5 (FY-36 KSI MIN) ff SEAL SCREW HEADS ALUMINUM:1/8"THK.MIN.(6063-T5 MIN) i6gg� 6 WTTH SEALANT(TYP.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATEDg 1/4"MAX SHIM OR PAINTED) 1 Ix OR 2x WOOD BUCK (OPTIONAL).NOT BY T.M. TYPE'D'-5/16"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, •• ••• • • • • • •• Fy=155 KSI) ry6x \ • • •• • • • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES y `RRy B • •• • • • • ••• • • • • • • • • • (SYP#2 G=0.55 MIN) E �� , •• ••• •• • • • •• 1-1/2'MIN.PENETRATION INTO WOOD , COvf xCllrt ENIMFFAlrii FXMiE86 \ TYPICAL EDGE DISTANCE `-EXISTING HOST INTO CONCRETE/GROUT FILLED BLOCK-2-1/2"MIN. 15-2372 STRUCTURE INTO WOOD STRUCTURE=I"MIN.(FOR TYPE"B") 6CALM NTS • ••• • ••• • ••• INTO WOOD STRUCTURE=1 W MIN.(FOR TYPE°D") PAGE ONSCRIPTION' .s • • • • • • • • • INTO METAL STRUCTURE_fin"MIN. COVE R SHEET 1 TYPICAL SECTION •• a .. .. .. VERT SECT •• • • • • ' FL #16132.1Q3 j • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pp,�8� MyPRDO,P.E. METAL STRUCTURES(STEEL OR ��, P ft, ALUM.1/8"MIN.THICK) ,Yq, STEEL:Fy-36 KSI MIN. ALUMINUM:6063-TS MIN. 1/4"MAX SHIM 1BY OR 2BY 1/4"MAX SHIM 0 1/4"MAX SHIM lx OR 2x WOOD =�,:• No T— WOOD BUCK INTERIOR BUCK(OPTIONAL) ' o r _ 7 BED 10 A 8(ry w 13 13 1 in* y .. ANCHORS PER >U ANCHORS PER ANCHOR ANCHOR SCHEDULE. I 6 ANCHORS PER ANCHOR SCHEDULE.SEE TYPICAL SEE TYPICAL SCHEDULE.SEE TYPICAL m w u ELEVATION ON SHEET 2/8 ELEVATION ON SHEET ELEVATION ON SHEET 2/8 FOR SPACING 2/8 FOR SPACING O FOR SPACING � Ni g 3 rL 3 8 5 4 0 Ndx3 L— A XISTING HOST 0 W 2 STRUCTURE ..i G 6' LLI 1 1 S D.L.O. 2 8 l FRAME WIDTH FRAME WIDTH ,y J N q EXTERIOR J 4k 2 TYPICAL SECTION p a3 a -0. 9 SECT O S wLld 0 3�g In SEE MULLION APPROVALS FOR SCHEDULE DAD SCHEDULE "B" Z a w= MULLION TYPE AND SIZE. Q m w S DESIGN LOAD CAPACITY (ASD METHOD) DESIGN LOAD CAPACITY (ASD METHOD) n FRAME FRAME GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE IG FRAME FRAME GLASS TVPEM7 GLASSTYPEM2 GLASSTYPEIG Z.. ANCHORS PER ANCHOR HEIGHT WIDTH .) -) + + bP.S.F.+) HEIGHT WIDTH + - + - + (-) .r a to 7 SCHEDULE.SEE TYPICAL _ _ O$2" ry 26 i/r 70 75 70 75 70 75 24" 70 76 70 75 70 75 VI ELEVATION ON SHEET 2/8 37" 70_ 75 70 76 70 75 30" 70 75 70 75 70 _75 FOR SPACING 28• _`�C' 70 75 70 75 70 75 96' 38" 70 75 70 75_ 70_ 75 Q `a V, ZO R —'^ 38" 70__76 70 75 70 _79 Z V) 261/r_ 70 75 70 76 70 75 P-1 j p BED OF 7 W' 70 75 70 75 70 75 24" 70 76 _ 70 75 70 75 W SEALANT 7! 38" 70 75 70 76 70 75 46• 30" 70 75 70 75 70 75 38" 70 76 70 75 70 75 s 261/Y 70_ 75 70 75 70 75 38" 70 75 70 _76 70 75 37' 70 75 70 75 70 75 T 6 50 5/8" - -- -- --- —— 36" 70 75 70 75_ 70 75 24' 70 76 70 75 70 75 7- _._ 30" 70 75 70 76 70 75 'O n _261/r 70 75 _ 70 75. _70 75 fip 38" 70 76 70 �75i 70 75 y 37" 70 75 70 75 70 75 38" 70 76 70 75 70 75 i 3 93" 38" 70 75 70 75 70 78 gg B _ 3 � A 24' 70 7s 70 76 70 76 B 2 2.81/2" 70 75 70 76 70 73 74" 30• -70 75 70 75 70 75 i 2 S - 37' 70 76 70 75 70 75_ _36' 70 75 70 75 70 75 f6 1 7414' 36" 70 75 70 76 70 75 38" 70 75 70 75_ 70 211112' TO_ 73 70 75 70 75 21" 70 76 70 78 70 75 Q •• • -•'-37•� 70 75 0 70 75 30"_ 70 75 10 75 !70 75 • 78- -•38•- 75• •70 75 70 75 70 75 70 -�75 70 75 3 OPTIONAL JAMB CONDITION -•--• 36" 70 s_ 70 75 70 75 � 4 6"=1'-0" HORIZ SECT • • • • • • • • • •• ••• •• • • • •• COPE RiQlf ENCalEEPo80 EIPOE86 15-2372 SCALP. NTS I • • • • • • • • • COVER SHEET •• FL #16132.1 (awl ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . FRANK L.BENNAROO,P.E. 0.750 LTS DUAL ARM OPERATOR 2O MULTIPOINT LOCKING HANDLE #P�QQpA�a9 19 PART# DESCRIPTION 1.663 PART# DESCRIPTION f OP-10603G LTS DUAL ARM OPERATOR LH PO-2301 ITS MULTIPOINT LOCKING HANDLE i 18.834 ATTACHMENT ANCHORS: DNn. LOCK HANDLE ATTACHED WITH(2)#10-24 x `PFI :• ? iii c PHILLIPS ZINC,B-POINT,MS SCREW. O••, ��~WWW��` m LOCK BAR AT WITH(2)#8x-Y,-FH PHILLIPS, �� I (o• zr TEKS SCREW. �— LOCKPIN STRIKER ATTACHED WITH#10 x Ye"FH, '3 UNDERCUT PHILLIPS HEAD,B-POINT,SS SCREWS. .1N�LL ui N >> LEFT RANO SHOWN �s,.. ,��ro „ (9 QQ 4 j1�J�1 C co W APPLIED GASKET W ~W 8 AROUND SLOT N q2 J 0.446 0.775 b Q B' ATTACHMENT ANCHORS: .umw.'wwro j 0.867 .. FRAME SILL ATTACHED WITH(2)#10x 5/8"PHILLIPS FH, V ri SS,UNDERCUT,SMS.ARM OPERATOR TRACK ATTACHED J ,M.� WITH(3)#8x 3/4• PHILLIPS FH,SS,SMS SCREWS. J ,'•,� PIVOT ARM ATTACHED WITH(3)#Bx 3/4"PHILLIPS FH, % ASS,SMS SCREWS. O 0 ; g O a> 3 O 9'r° o d mo O23 �G >a L SHAPE STUD BRACKET °z Q O N uq p PART* I DESCRIPTIONO O z R$ OP-10226 L SHAPE STUD BRACKET LH2 m o TRACK SET HOLE O 2 Og$ v mi OP-10227 L SHAPE STUD BRACKET RH 0 w O O 0 O OPS-10226 L SHAPE STUD BRACKET SNAP ON LH 0.0981 Z � � I_0 OPS-10227 LSHAPE STUD BRACKET SNAP ON RH T 2.989 1 ® O e u® � u �-1.0941.094--{�'� I � 14.593" pi I [ O O o ATTACHMENT ANCHORS: 21 =ENT 3000 SERIES,OFFSET 4-BAR PROJECTION HINGE 4e �$ INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. ATTACHMENT ANCHORS: ; 3)*10x 3/8"PHILLIPS PH,SS,SMS ATTACHED TO THE TOP OF THE VENT HEAD AND(5)#10 x Y2"PHILLIPS PH, SS,SMS SCREWS R • • • • s • • • • 0.600 � • • • • • • • • ATTACHMENT ANCHORS: •• ••• •• • • • • p FRAME SNUBBER RECEIVER ATTACHED WITH(2)#30x 3'8 COPYRDXTB'DNFfRHO ExPRE49 N N LONG FH,PHILLIPS,UNDERCUT,B-POINT, SMS SCREWS. p FRAME SNUBBER DRIVER ATTACHED WITH(2)#10x fie` 15-2372 LONG FH,PHILLIPS,UNDERCUT,B-POINT,SMS SCREWS. SCALE, NTS ••• • ••• • ••• PASS DESCILIPTIONi I .0. • • • • • COVER SHEET • • • • • • • • • 0.435�- �! • •• • • •• • • Z+� #1549-3 SNUBBER FL #16132.1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • + NNARDO,P.E. i GLASS TYPES 6'H.S. .090 SAFLEX OR [.090 SAFLEX OR .090 SAFLEX OR Vis°AIR SPACE BUTACITE INTERLAYER BUTACITE INTERLAYER BUTACITE INTERLAYER X6"H.S. ..r 6"ANN. Vis"ANN. Ye"ANN. Ya"ANN. Y4"TEMP. _ u o SETTING BLOCK o �u SETTING BLOCK o Utµ� SETTING BLOCK AT Y4 POINTS G AT Y4 POINTS G AT POINTS 3 oL7m 3 ot7m 4 •Om ; BENNARDO,P.E. }--3.010 }-2.438 \\ � dSr•,��• "'m � Qom. ..��• EXPOSED ~�//i SURFACES —1.182— ffrU111ff\ Q a LL z 3 ' v EXPOSED EXPOSED �7 uWmi w ri ri ri EXPOSED SURFACES SURFACES 0.130 L N O !!YY 1.021 1.625 o ti SURFACES M pq 0.575NG I pW ; t0 W•• SS C! iT-6 I U N N � J s 0.077 0.391O O 0 g c 8 3 O Oo S n l 2.675 Zm 2.154 {---2.087 a 0$8 sic Ri N O N Q Z 7 QLm p W O N n SASH SASHQezdCE SASH FLANGE SASH CENTER O O • /A\ PEFP RNE KL(,f • 12298 32011 ••` ••• •6:AL PVtM:HE:T ••• �i FRAME SASH FLANGE Co►minrtEn�•E�AxoExP�u 15-2372 • ••• • ••• • ••• xxa Hrs 1 O FRAME CORNER KEY(1 PER PA47•estwPnOni • • • • • • • • • CORNER) COVER SHEET NOTE: • • • • • • • • • .060 ALUMINUM SHEET EXTRUSIONS NOT TO SCALE. `: :. •`• :• see :• �� A 00 FL #16132.1 [1 a . ••• . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . FRANK L.SENNARDO,P.E. iW1'1ifAg,„�, co �9 3� a5�3 � W v y I sol SEAL ` J J R O 3Q< 0 9 zmg Zia Z � Ln 's O$g SEAM SEAL MAY HAVE TO BEZ Ln REAPPLIED IN THE FIELD BEFORE INSTALLATION OF w WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER SEAL oil SEAL .00 • • •• • • • • • SEAL •• ••• •• • • • •• CAPYRIA1f fN911®RAiE16NS98 15-2372 SCALE. NTS —`+ • ••• • ••• • ••• IAOS MON. • • • • • • • • • GOVER SNEET •• • • • • • • • • ® a •• FL #16132.1 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY ROM 111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I ISM SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy LTM Windows,LEC7 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: Serres_"605 Reinforced"_Aluminum.Single Hung Window.-_L.M APPROVAL DOCUMENT:Drawing No.WO&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,:)repared bysA)`fa9rooq ••••:• Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade CoQtlty Produgt'1?etltrol •• Revision stamp with the Notice of Acceptance number and expiration date by the Mram-Dade C801tty Product Control Section. •••• !.••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's•udi%or log6,0W, staW,• .. .. . .. . model/series, and following statement: "Miami-Dade County Product Control Appro ed", unles.. otherwise.. •* noted herein. • RENEWAL of this NOA.shall be considered after a renewal application has been fled and!here as been••• no change in the applicable building code negatively affecting the performance of thh ptbduct.••;•• • 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. UNTY NOA No. 15-0611.06 CMIMAM11DWECOExpiration Date: July 05,2017 ( r Approval Date: September 03,2015 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 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-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 202-91 ••• ••••• ...... 2)Uniform Static Air Pressure Test,Loading Pdr FSC TAS262-94 •. 3)Water Resistance Test,per FBC,TAS 202;0.4;;; • • :"•"`. 4)Large Missile Impact Test per FBC,TAS 201,44 :*0096 5)Cyclic Wind Pressure Loading per FBC, TAS-243-94 *0:000 6)Forced Entry Test,per FBC 24113.2.1, TAS:262-94 .••.•. *00** along with marked-up drawings and installation diagram of a A;al*i`qinum single hung`• • window,prepared by Fenestration Testing Laboratory, Inc.,'I).-st R4portslo.. ....:. FTL-3975,dated 10/22/03,FTL-3755, dated 03/24/03 and FWL-4514, dated AV.* •• �•••• 01/25/05,both signed and sealed by Edmundo Largaespada, .••;•. • (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 Contr6LDAminer 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 FBC-5'h Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 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-5t° Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporatigp, signed and sealed by Javad Ahmad,P.E. G. OTHERS •••••• •••• •••••• 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windov;�1*4*,*C forAei;Series••••; "605"Single Hung Aluminum Window(reinforced), approved on.05/03/ 7ma ..•.• expiring on 07/05/17. ...... .. . ..... .. .. .. . ...... . . . . . ...... Manuelez, .E. Product ControExa iner NOA No.l 11.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 3 53 1/8' 531/8- WINDOW 31/8'WINDOW WIDTH WINDOW WIDTH 48 1/4' 48 1/4' D.L.OPG.W. (FIXED) O.L OPG.W. (FIXED) FALSE MOUNTINpS --a-9- �niIliaiIIIiIliI II-_..E_1uiiiiIII�iiitI I § (SU M��pOoUNTNDS (SURFACE APPUED 21'MAX. RFACE BPPUUSEEDd — _2X1iIiIiuI1iI'=MAX. _ IIIIIII a f$QQ ' F I MAY BE USE HEAD/SILLMAY E / 8 I k I II Q IF iiu It �ro'S fI C Q 10 ii iiI II �/ II 1 n v=S 4 u u Z I J= _-- _-- J U 3 I� 5 1/2•MAX" 5 1/2'MAX. a m n 47 3/4CORNERS 47 3/4"SILL HEAD/SILL '� Z 7d CORNERS THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. D.L. OPG. (VENT) D.L. OPG. (VENT) o SHURERS ARE NOT REQUIRED. 50 1/8• tliS a 60 1/8' VENT WIDTH VENT WIDTH O SERIES 605 ALUMINUM SINGLE HUNG WINDOW TYPICAL FLEVATION TYPICAL ELEVATION qqq$ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER EQUAL LITES WITH OPTIONAL FIN CHARTS SHOWN ON SHEET 2. (SEE DESIGN CAPACITY CHART) EQUAL LITES gg + APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO ±81.0 PSF MAX.) R R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER c o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING It I e MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.LO. WIDTH (VENT) - WINDOW WIDTH — 5.375" WILL APPLY TO ENTIRE SYSTEM. D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5' THIS PRODUCT HAS BEEN DESIGNED MID TESTED TO COMPLY WITH THE •• ••• • • • • • •• o•g ' 8 REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • LAMINATED GLASS s = s s HURRICANE ZONE(HVHZ). •• • ••0 ; ; 0 ; •• INSUL. LAM. GLASS 1BY OR 28Y WOOD RUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • • • • • • :6: • LARGE MISSILE IMPACT S, TO TRANSFER LOADS TO THE STRUCTURE. •• ••• •• e • • •• T ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS En,, ,0&FCMLAH PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL.DRESSING OR STUCCO. FLA"PE 70N2 n complying with"Flo" � V 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • 000 • ••e •• e•• Building Code NOT PART OF THIS APPROVAL. • • • • • • • • 35M AccIntl oNo 15-0611. G ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONL%: : • ••• • : : iraf1o"�0 /7 8 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. •• 000 •• • • •e 0 2 201 a i P.•mla drawing no. •• • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT W06-34 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of • • • • • • • • • • • e• e• • • • ee ee ee• • • • •ee • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) GLASS TYPES WINDOW DIMS. GLASS TYPE 'C' 'D' k E. GLASS TYPE'F' LASS TYPE 'G' LASS TYPE'H'GLASS TYPE'I'GLASS TYPE 'J' WINDOW DIMS. GLASS TYPE'F' Z WIDTH HEIGHT EXT.(+) INT.(-) DR.(+) 1NT,(-) EXT.(+)ANT.(-) En.(+)ANT.(-) EXT.(+)ANT.(-) EJfT.(+)1NT.(-) EAR.(+)ANT.(-) 31 WIDTH I HEIGHT EXT.(+) INT.(-) 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 60.0 80.0 60.0 3 19-1/8' 804 115.0 1� 26-1/2" 28, 70.0 70.0 61.0 51.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2' 28, 80A 115.0 25 a J7•/ (4) 70.0 70.0 61.0 51.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOO 80.0 J7' (4) BOA 119.0 53-1 8" 7070 70.0 61.0 61.0 80.0 60.0 80.0 50.0 80.0 80.0 60.0 80.0 60.0 80.0 53-1/8' 80A 113.0 19-1/8' 70.0 70.0 61.0 61.0 BOA 80.0 80.0 80.0 BO.O 80.0 80.0 80.0 80.0 80.0 19-1/8" 80.0 115.0 26-1/2"36-3/6" 70.0 70.0 81A 61.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 26 1/2 38-3/5" 80'0 115.0 T 37• (4) 70.0 70.0 61.0 61.0 80A 80.0 50.0 80.0 80.0 50.0 BOA 80.0 80.0 80.0 37' (4) 50.0 115.0 1O' 53-1/6" 70.0 70.0 81.0 Bt.O 80A 80.0 80.0 BOO 80.0 80.o 50.0 80.0 80.0 80.0 5!-I/8• 80.0 115.0 Q 19-1/8' 70.0 70.0 61.0 1 61.0 80.0 80.0 1 80.0 80.0 Sok BOA 80.0 50.0 80.0 Bo.O 19-1/8" 504 115.0 26-1/2'50-5/8' 70.0 70.D 61.0 61.0 80.0 80.0 BO.o 60.0 80.0 80.0 50.0 80.0 80.0 80.0 26-I/2 50-5/8' 80.0 1/5.0 37' 70.0 70.0 61.0 51.0 80.0 50.0 50.0 80.0 50.0 80.0 50.0 80.0 80.0 80.0 37' (6) 60.0 115.0 (5) LL i 93-1/8" 70.0 70.0 61.0 Bin 60.0 80.0 60.0 80.0 BOO 80.0 50.0 80.0 60.0 80.0 9J-1/8' 80.0 115.0 70.0 70.0 61.0 51.0 60.0 80.0 50.0 80.0 80.0 80.0 80.0 60.0 80.0 BO.o 19-1/8" 80.0 115.0 26-1/2' 58-5/0" 70.0 70.0 61.0 51.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 26-1/2' 66-5/B' 60.0 115.0 .-. 37' (6) 70A 70.0 61.0 61.0 80.0 80.0 50.0 50.0 80.0 80.0 60.0 50.0 80.0 80.0 37" (8) 60.0 115.0 n 53-1/8' 70.0 70.0 61.0 1 61.0 1 80.0 804 1 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SJ-1/5' 80.0 115.0 J 19-1/8" 70.0 70.D 61.0 51.0 50.0 50.0 SOO 80.0 80.0 60.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 v I 26-1/2" 70.0 70A 61.0 61.0 B0.0 80.0 60.0 60.0 50.0 50.0 60.0 80.0 60.0 DOA 26-1/2" 83, 80.0 115.0 W, IW. 37• (6) 70.0 7oA 61.0 61.0 80.0 60.0 80.0 Soo 80.0 60.0 80.0 50.0 80.0 Bo.o 37• (B) Bo.o 115.0 o 33-1/8" 70.0 70.0 81.0 61.0 80.0 80.0 80.0 BOO 80.0 80.0 80.0 80.0 80.0 80.0 53-1/5" BOA 115.0 IM+� 19-1/8' 70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 50.0 80.0 19-1/8' 60.0 115.0 � �M 26-1/2" 70.0 70.0 P51.0 61.0 80.0 80.0 80.0 80.0 80.0 BOA 50.0 80.0 80.0 80.0 25-1/2" 77, 80.0 115.0 �Z� 37' (7) 70.0 70.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 37" () 80.0 115.0 J Z_ 53-1/8" - - 61.0 - - Bo.O 50.0 80.0 60.0 78.2 78.2 60.0 50.0 19-1/0' 80.0 115.0 ;3 U 19-1/8 70.0 70.0 81.0 00.0 80.0 60.0 80.0 80.0 50.0 50.0 60.0 80.0 80.0 28-1/2' 76(7) 50.0 115.0 28-1/2" 704 70.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37 (7) 80. 02 0 112.2 C O 76-3/4" 37" 70.0 70.0 81.0 80.0 50.0 80.0 50.0 80.0 BOA 80.0 50.0 80.0 80.0 24' 80.0 115.0 3 Z 53-1/8' (7) - - 51.0 - - 77.6 77.6 80.0 50.0 74.5 74.5 BOO 80.0 JO" 50.0 115.0 E3 Mµm v 24" 70.0 70.0 61.0 61.0 SOD 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" R:]A 115.0 � �N g 1. 70.0 70.0 61.0 61.0 80.0 50.0 80.0 80.0 BOO 50.0 80.0 80.0 80.0 80.0 42" fig) 115.0 O 36' 48" 70.0 70.0 51.0 61.0 50.0 80.0 110.0 60.0 80.0 80.0 00.0 80.0 60.0 80.0 48• 115.0 42' (5) 70.0 70.0 81.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 00.0 80.0 54" A 109.1 48" 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 24' SOA 115.0 54" 70.0 70.0 51.0 61.0 60.0 80.0 50.0 50.0 80,0 80.0 80.0 80.0 80.0 80.0 30" 80.0 115.0 0 24" 70.0 70.0 61.0 6I.0 80.0 BOA 80.o 60.0 50.0 80.0 50.0 50.0 50.0 50.0 36" �, 60.0 115.0 R 30" 70.0 70.0 81.0 81.0 80.0 00.0 50.0 80.0 80.0 80.0 00.0 00.0 80.0 80.0 42" (B) 80.0 113.0 O Q 38" �, 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 50.0 80.0 80.0 48" 80.0 109.7 42' (6) 70.0 70.0 61.0 61.0 80.0 80.0 60.0 6o.0 BOO 60.0 50.0 80.0 BOA 50.0 S4' 80.0 98.4 � 46" 70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 24" 80.0 115.0 Be 70.0 70.0 81.0 61.0 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 72" 80.0 115.0 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 BOA 80.0 A .0 0 .0 80 •• 35' (7) 80.0 115.0 •u 8 8 d 30' 70.0 70.0 61.0 61.0 Boo 50.0 50.0 90.0 80.0• 50.0 80.0 800 0010 6010 0 42• 50.0 112.0 38' 72, 70.0 70.0 61A 61.0 80.0 80.0 80.0 80.0 80.0 80.0 .0M • 24" g4" 80.0 115.0 O m o 0 42' (� 704 70.0 31.0 Ilim 50.0 Bo.O 80.0 80.0 80.0 80.0 80.0 8010 • 30' g 80.0 115.0 48• - - BID 61.0 - - W.0 80.0 80.0 80.0 .0 80. • ()N0. IN PARENTHESIS INDICATE N0.OF ANCHORS PER JAMB Be - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 78.4 E g,; Y AN PRODUCT REVISED 1 O0 24" 70.0 70.0 61.0 61.0 Bok 80.0 80.0 80.0 80.0 80.0 80.0 80.0 PE 70592 u complying with 9p Fkddk 1 3 3D• 70.0 70.0 51.0 61.0 50.0 ALaoo...Oo BOD 010:0 80.0 00.0• 000 N.US Building Code l5.Obll.b(• y • Accep1n5c4 No 36• Be - - 81.0 61.0 - .0 50 80.0 80 N )y 42" - - 61.0 61.0 - Bao• BoA M.0 0 Sm G[Jt3 CAPACITIES ON THIS SHEET ARE EP 0 2 20 548" 61.0 61.0 eo 77.5G 80. BASED ON ASTM E1300-09 (3 SEC. GUSTS) Mten Diode Product draWlny no. ()N0. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB ANDABUILDING FDECLALORIDA TORY STATEMENT MMISSI DEC-219 WOG-.34 sheet Q of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 1/8'ANN. GLASS 3/76"ANN. GLASS 3/18'ANN. CLASS 3/76'HEAT STREN'D CUSS •e a 720"Interlayer 120'Interloyer 090" Interlayer 120'Inlerloyer Uvekol S Uvekol S Soflex Clear And Color Glass Uvekol S Q By'Allnex USA,Inc.' By'Allnex USA, Inc.' By 'Eastman Chemical Co.' By'Allnex USA,Inc.' tic C 1/8"ANN.CLASS 3/16"ANN. GLASS 3/16'ANN. GLASS 3/16'HEAT SFREN'D GLASS Q n [M--t1ju GG77 v� p. SILICONE pp.. Sit Sg1CONE SILICONEit Z DOW CORNING 995 z DOW CORNING 993 z DOW CORNING 995 r� DOW CORNING 995 6 It n j n it T Il�uu Lri Q K K AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LITES 4 33 WI 1R POINTS ON LITES a 10 33 WIDER THAN 36'ONLY 3 WIDER THAN 36'ONLY WIDER THAN 36'ONLY WIDER THAN 36'ONLY m GLASS TYPE 'C GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' � row o, on` 1/8'ANN.GLASS 1/0"TEMP.GLASS W Z 1/4'NR SPACE 7/4'NR SPACE V1 w U r�}o 1/8'ANN.GLASS 1/8"HEAT STREWD GLASS 3 3 I 7/8'ANN.GLASS 1/8"HEAT STAEN'D GLASS � VO d 0] 090"Interlayer 090"Interkryer Scflex Clear And Color Close Saflex Clear Md Color Glass 090' Interlayer 090'Iriterloyer r Z Z By'Eastman Chemical Co.' By'Eastman Chemical Co.' Sales Clear And Color Glass Sallex Cleor Md Color Glass s a By'Eastman Chemical Co,' By'Eastman Chemical Co.' S 1/8'ANN.GLASS 1/8"HEAT STREWD GLASS 1/8'ANN. GLASS 1/8"HEAT STREN'0 GLASS �t2S SILICONE SILICONE SILICONE SIUCONE GE RGS7700 GE RGS7700 GE RGS7700 GE RGS7700so Q B n C li 1 n� 9Ci5 c 8 I. V�2 v AT 1/4 POINTS ON LITES 0 AT 1/4 POINTS ON LITES 3 AT t/4 POINTS ALL 512E5 33 AT 1/4 POINTS ALL 52ES 3 WIDER THAN 38"ONLY WIDER THAN 36'ONLY e•g o$W •• ••• • • • • O a'S e • • • • • • • • = o g o E GLASS TYPE 'G' GLASS TYPE 'H' ' • " • •G]'.ASS AXE'I' GLASS TYPE 'J' •• ••• •• •THIS yA57j tY✓iFs ONLY FOR a :, LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL t'vgr:JAV AHMAO PRODUCT REVISED n r 9 MISSILE IMPACT AREAS. m complying,0h the Florida '53-8 802 Building Code 3 • ••• • ••• • ••• Accepwroe No• 1 � �(LAZING•211M fS • • ••• • • •• • • •• 2 2015 drawing no. •• • • • • • W06-34 sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS V SEE ELEV. FOR SPACINGEXT.OR ' INDO SEE ELEV.FOR SPACING NOT BY TMMETAL MIAMI–RADE COUNTY APPROVED CONCRETE IEW STRUCTURE MULLION &MULLION ANCHORS WOOD DUCK SEE SEPARATE NOA Z 3 <'a; +EDGE D154i - DO EDGE DISI. TYPICAL E DISE. I J I EDGE DIST. 1p •_s.,:.;... DIST. JL Pi O1 ' O '4i 3 1 3 ANCHORS TYPICAL ANCHORS A SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING g g TYPCAL ANC SEE HM 4 i! !i II FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 'I 0 1! i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q 3 d i i! AND TRANSFER THEM TO THE BUILDING .STRUCTURE. LL= J 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING r d 1/44" DIA, ULTRACON BY TELCO' (Fu-177 KSI,FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES it I OPfI0NA1.ro OPTIONAL TO j! ji 3 15 SPRING LATCH Lj! j! t5 SPRING LATGI 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) i t2 REINFORCING 12 n REINFORCINGTHRU iBl' BUCKS INTO CONC. OR MASONRY SEE SOFIEE7N2 rr SEE SHEEETTN2 rT 1- 1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) `$ o 5 5 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) O DIRECTLY INTO CONC. OR MASONRY J W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) J B 4 REINFORCING k G>— OPTIONS rn _ ai I 1 t3 1-1 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) :3 f5"'� -OPTIONS GG77 OP110N5 / V SEE SHEET 2 3 SEE SHEET 1 tt j .i I 17 fi ii J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p m z O 1 j! ii INTO METAL STRUCTURES OZ 1 j ji j j ji STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) Z a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) a� J 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 1 1 jjjl a t I! 1! O i li I' � i j; it ,�72 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) li !i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") ji (NO SHIM SPACE) I :i It TYPICAL EDGE DISTANC11 h E R INTO CONCRETE AND MASONRY - 2" MIN. o q 8 INTO WOOD STRUCTURE = 1" MIN. . 5 5 INTO METAL STRUCTURE - 3/4" MIN, 2 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 1 CONCRETE AT HEAD,SILL OR JAMBS t'0 - 3000 PSI MIN. O2 C) •• •4 • • • • C–BO HOLLOW/FlLLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • o o I = 'e E t 1 tt •• • 0 1 • 0 a WEEPHOLES V C e U O", • • • • Wt = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG I •• W2 - 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG yt E,yr:JAVAD AHMAD14 CIVIL PRADUCT REVISED • a �, ALTERNATE FRAME SILL M.PE/70562 u��MYin=wilhtlleFlorids ' ^ < • -,I • 000 C XS76 Building Code �. • • ,►. r''• • Accept..No .4 •EDGE DIST . DNe if b a _ 8 •• ,y • 0r . TYPXAL ANCHORS • ':.� `•: • SE19LEV.FOR SPACING ey '! o TYPICAL ANCHORS •• ;.:f:, • • • drawing no. CONCRETE• SEE ELEV. FOR SPACING 2 20� Dsde PTOdud' FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO +61.0 PSF MAX.) sheet 4 0i • • • • • • We • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT WIDTH ITEM PART/ QTY. DESCRIPTION MATERIAL HAND./SUPPUER/REMARKS 1/4'MAIL 1 GW-38783 1 FRAME HEAD 6063-7g - 'ilfj OD.L. DPG. SHIMS 2 GW-37731 1 FRAME SILL(4'HIGH) 6063-78 - 1/4'MAX. 2A BA-3608 1 FRAME SILL(3'RICH) 6083-T6 - 'f+ SHIM 8 13 16 17 TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMB 6063-T8 - O FOR SPACING 4 GW-36708 1 MEETING RAIL 8083-T8 - F G 0. I METAL 7 19 5 GW-35855 1 VENT TOP RAH. 6063-75 - a STRUMRE v.e 6 GW-37730 1 VERT BOTTOM RML(4'SILL) 8083-T8 - -:c-_-:_:_:_.__-. ..=c_.:c: --a_:c:_.._. +•" BA GW-37559 1 VENT BOTTOM RAIL(3'SILL) 6063-T8 - a .._.._.._.._.._.._.._.._..__ ...... e 7 OW-31134 2 VENT JAMB STILE 8083-T6 'r 78 - .P 8 GW-31470 2 VENT STOP 6083-T5 - O ��j11 TYPICAL ANCHORS 9 19-58 4/VENT GLAZING BEAD ANGLE 8083-T5 - SEE ELEV. - - - _ - - - _ - - _ - - - - _____ a p 9A TM-123 4/VENY GLA2INO BEAD 6083-T5 - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. FOR SPACING .._.. .._. ._..:r.a....=.: ._.._. w SIB 7M-170 4/VENT GLAZING BEAD 8063-T6 - 3 9C TM-181 4/VENT GLAZING BEAD(INSUL LAM.GLASS) 6063-TB - 10 08 X 1/212/VENT GLAZING ANGLE SCREWS STEEL PH SMS lay �j M3 a'11 J EXTERIOR WOOD BUCKS 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTC.RA0./FRAME SILL a b l^f D.L.OPG. (FIXED) .i 12 2240 (1)STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2)STRIP FIN SEAT.WEATHERSTRIP - VENT JAMB STILES g WINDOW WIDTH 14 _ 2 1 1/2'x7/8'x3/4'FINSEAL PAD - FRAME SRL CORNERS � 'R TYPICAL ANCHORS 15 - 2/VENT LATCH LOCK AT 5'FROM FINDS CAST VENT TOP SEE ELEV,FOR SPACING ISA TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTTOM RAL Ot SEE ELEV.FOR SPACINTYPICAL RG 16 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS O M w 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 1/4'MAX. D1 1/4'SH�IM 18 WVR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS Z U W J 4 SHIM 16 1 19 N69 2/VENT CALDWELL BALANCE CUP - VENT BUTT. CORNERS LL B 13 yp 2 012 x 3/4'P.H.SMS STEEL (1)AT EACH BALANCE � y'�(=j 7 21 - 6 012 x 1'P.H. SMS STEEL FRAME CORNERS m D L 22 - 8 010 z i'P.H.SMS STEEL VENT CORNERS 'a 23 - 4 08 x 3/4'F.H.SMS. STEEL (2)AT EACH LATCH t Z 24 - 4 /6 x 3/8'F.H.SMS. STEEL AT EA PLASTIC GUIDE 31?EL.°'.. r29 - I 1x1 3/16x3/421/8'CHANNEL STEEL AT VENT TOP ��a 0 tl p QM - 2 1x1/4 THK.x4'LONG tiCR ALUM. (1)AT EA.LLTC.RAIL END - 1 1/22121/2x1/B'CHANNEL STEEL AT MEETING RAL TM-161 2 FIN TRIM FOR JAMBS 6083-TB - TM-163 1 FN TRIM FOR HEAD 6063-76 -TM-164 1 FIN TRIM FOR SILL 6083-TB - v3 TM-179 1 MTU.RAL REINFORCING CHANNEL 6063-T5 AT MEETING RAL 0WINDOW WIDTH MIAMI-DARE COUNTY TM-176 1 TOP RAL REINFORCING CHANNEL BOB3-T5 AT VENT TOP APPR,D CUPPED MULUON FRAME WITH FIN OPTION SEE SEPARATE NOA 33 - AS REQD.I SETTING BLOCKS EPDM OUROMETER 8013 SHORE A TYPICAL ANCHORS B SEE ELEV.FOR SPACING SEALANTS: •• • • • • • •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH c a dna c • • • SILICONE OR ACRYLIC SEALANT. 0 S$5 E • • • 'Lu�m M _o � Engr:JAV�ANMAD PRODUCT REVISED H 33 FLA PE 70592 m complying with Iho FhxidA 3 C.AN. Building Code ___ _ ••• ••• __ ____ Acapunro 1Vo '04011•00 _ _- -- - • • • • _ - _- "MirDme Ip S +; ptl6ptcdoa drawing no. •• EXTE!hIOR W06-34 WINDOW WIDTH WINDOW WIDTH sheat5 0( 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.042-----11.425�{ .125_1 -1.50q- 082 1� I_ 438 A82 8 7 .082 1. 2.500 .062 27 1.000 F� O .500 �� Z 1.550 0 3.719 1.000 P 8 3 4 L 3.089 IL_IT 1.092 � 1.408 1.000 .125�I .822 3.188 1.030 .530 .500 I 28 .250 31 9A -f V enl 0 FRAME HEAD 1925--I .045 .405 0 3.097 2.375 MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS a 4 1.000 r Q NAIL FIN (HEAD) STEEL ALUMINUM 0 0 FRAME JAMB 3.3410 ; 1.250 .385 {f,Z� .938 I 1.000 .040 � Q i 1.888 .032 2.188 .062 2.190 1.187 1.180 .888 O .802 582 0 .125 .923 1.375O 32 t 2.300 TOP RAIL REINFORCING TOP RAIL REINFORCING rn O FIXED MEETING RAIL Q VENT STOP 28 NAIL FIN (JAMB) STEEL ALUMINUM M w 3.199 1.375 .1e3-y M ties] us r ® .540 .040 .500 = J r ? .052 11111E--923---111111 'a 082 m 1.750 2.250 1.374 999 1�I I� 1.214 1.389 `Z j 2 .50o GLAZING BEADS � 5 a m �tf1�7 1'000 0 Q VENT TOP RAIL 7Q SASH SIDE RAIL 3o NAIL FIN (SILL) ® LATCH LOCK 202 3.245 0 .997 2.202 3.245 a T ggtl p 42 9971 162 L-1 • • 1.81! • • • .062- s 4.312 • • •• • • • • o 4.347 • •• • • • s• • 2,830 m u o 3.927 •• • • • 1334 • • ••• •• • • •• 3.359 3.439 e .0822.939 Engr:JAVAD AHMAD CIVIL PRDDOCT REVISED IU.PE 1 70592 .s TMIS 88 with the Florid .684 • ••�• ••• .684 • ••• C.A X538 Boitditp Code • • • • • • • • "Dj "' L J, • • • • • • • •• • •3'1i• • • •• • • • 141 drawing n0. ,.37s ,.375 .. . . • 2015 O FRAME SILLS W06-34 © VENT BOTTOM RAILS ® NOTE:EITHER SILL CAN BE USED sheet B of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3 F � V� h 3g O VENT TOP CORNER v 1 FRAME TOP CORNERcr W 3r1 ` z 0 as z z :i U � cz0x a M QQ -------------- Sol Sol • • • • • • • Em O r dQ • • •• t • • • a g 6 b VENT BOTTOM CORNER C�ANAIAD MODUCTREVISED N •r 4 FU.PE 0592 a idws iad with Ow Fbrid• 1 • ••• • 000 • •.• CAN. 9 Bdldlag Code 3 • • • • • • • • A•ap4oa Tlo.� -0611.0(0 • S 017 IJ 20 5 Br . .• . . •. . . .. •r • • • • • nroducl drawing no. FRAME BOTTOM CORNER W06-34 sheet 7 0! 7 •.• • • • • •t• • • • • • • • • • • • • • •• •• • • • •• •• MIAMI-DjADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 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.zov/econom E.M.Windows LLC" 150N:Po_werline 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"805"Aluminum Horizontal Rolling Window=L.M APPROVAL DOCUMENT: Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by 41 F.4Qoq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade Coiunty'Producf Control 6400:4 Revision stamp with the Notice of Acceptance number and expiration date by the Miami—bade f oun� • .00:00 0.0• 0000.. Product Control Section. • 0000.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••• `• • 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's n;m**or logos city, state=::*' model/series, and following statement: "Miami-Dade County Product Control ApprQxect", unlC$s.otlierwisg ... noted herein. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been fled'and tnv.nls been••••• no change in the applicable building code negatively affecting the performance of this product.Olt • :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a revisfon br bhange 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#13-0107.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0505.29 MraM[-DADECOUNTy Expiration Date: May 13,2019 ` ` V 8 Q I Approval Date: August 13 2015 �2S 7 Pagel T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 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 PIN-94 '•••• 6)Forced Entry Test,per FBC 2411 3.2.1, TA$?�94 •••••• ...... along with marked-up drawings and installation diagram of ark num horizontal . rolling window,prepared by Fenestration Testing Laboratory,•h1t"Test ftg4. lo. • FTL-5457,dated 01/22/08, signed and sealed by Carlos S. Ri 1n1a (Submitted under NOA No. 09-0105.02) ••••s• •• ••••• .. .. .. . ...... 3. Test reports on: 1)Uniform Static Air Pressure Test,Loadinggw�BBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 •••••• 3)Cyclic Wind Pressure Loading per FBC,TAS 2W-94 ' :....: along with marked-up drawings and installation diagram of aluminum horwmtpl • rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08, signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 09-0105.02) Manuel ,P.E. Product Contr miner NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E- 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(coniNUED) 4. 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 horizontal rolling window(XO),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 5. 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 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3946,dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis,comp;Kg with FUC.51h ....:. Edition(2014) and of no financial interest dated 03/16/15 andmewaad on 08/47/15, ;•• •; prepared by Al-Farooq Corporation, signed and sealed by JavatTAlflvad,P:1:..:. ' 2. Glazing complies with ASTM E1300-09 •• • ...... .. . ..... .. .. .. . ...... D. QUALITY ASSURANCE •••••• •• 1. Miami-Dade Department of Regulatory and Economic Resources(R�ER). :...:. """ E. MATERIAL CERTIFICATIONS 0..0- 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"Sallex 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. Manuefporeil P.E. Product ContrEx iner NOA No. 505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 r T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated March 26,2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945,issued by Fenestration Testing Laboratory,Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459,issued by Fenestration Testing Laboratory, Inc.,dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edniundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) G. OTHERS ' 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Windov;LWtfor tli;if Series ; "805"Aluminum Horizontal Rolling Window-L.M.I.,approveAQU.02/201'1oAdd ....:. expiring on 05/13/10. .... . ..... ...... .. . ..... .. .. .. . ...... . . . . ...... Manuel PqreF.E. Product Control FjAminer NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 3/16"ANN.GLASS 3/18"HEAT STREWD GLASS ADDL ANCHOR READ. �v • e FOR INSTALLATIONS INTO .090"Inierloyer .090"Interloyer WOOD STRUCTURES OR m Satlex Clear And Color Glass Kuroroy SenlryGlas THRU WOOD BUCKS INTO MASONRY 74"MAX By'Eastman Chemical CO.' By'Kuraray Americo,Inc.' Z WINDOW WIDTH O 3/16"ANN. GLASS 3/16"HEAT STREWD GLASS 9M3//8" 6"MAX 0 •I I SILICONE SILICONE FALSE MUNTINS 8' SELL /StLL �S GE RGS7700 GE RC57700 (SURFACE APPUEO2 ; 3" $ DOW CORNING 995 = DOW CORNING 995 WAY BE USE % 9 13 !I I! \� 13 I !! I $ I! II II I! 4 Ij �� I,lj II 4 ILL,iD I I //AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES 0 g Nc4 I � 5 28 WIDER THAN 36'ONLY 28 WIDER THAN 36"ONLY x o II_ _ 11 - C, or x == -=TF-== n Ty�� r�ypy+ J II II II ra J Q W �2 F TYPE A TYPE B a jj I w ci 7/16"OVERALL GLASS 7/16'OVERALL GLASS 1/8"TEMP. GLASS 3/18' HEAT STREWD CLASS 3/16'ANN. CLASS 1/4"NR SPACE I} ii - _TI � Sft B I, 11 3 120"Interlayer 120'Interlayer 1/B'ANN. GLASS 3 Uv kol S Uvekol S 090" Inlerloyer o Y By Allnex USA,Inc.' By AJlnex USA,Inc.' Sotlex Clear And Color Glass _ - 5i1 By'Eastman Chemical Co.' r 3/16"HEAT STREN'D GLASS 3/16"ANN. GLASS 1/8"ANN.GLASS U _ 32 7/8' 33 1/2' Z Z t1 SILICONE SILICONE SILICONE D.L. OPG. D.L. OPG. ry GE RGS7700 GE RCS7700 m GE RG57700 w U z DOW CORNING 995 i DOW CORNING 995 i DOW CORNING 99537 yr S VENT WIDTH O a0.m m 0 13 II !� \ 13 II t m � 6 1 1 i � Z O TYPICAL ELEVATION 3 2E 0- XO OR OX SIZES & a ff MAXIMUM DESIGN LOAD RATING - PSF Gt FOR SIZES SHOWN ABOVE OR SMALLER AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES 8 28 8 AT 1/4 POINTS ALL SIZES GLASS TYPE'A' CLASS TYPE'8' GlAS8 TYPE'C' GIA33 TYPE V GLA38 TYPE'E' WIDER THAN 36"ONLY WIDER THAN 38"ONLY EXT.(+) INT.(-) EXT.(+) 1-.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) y 2 TYPE 'C' TYPE D, E 00.0 90.0 90.0 130.o 90.0 90.0 ss.o 55.0 79.0 79.0 G& 1/2"OVERALL GLASS 1/2'OVERALL GLASS 11/16'OVERALL INSUL.GLASSo $ LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, GLAZING OPTIONS FOR METALLK;SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. C 110, NOTE: • SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING WDW. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• ••• • • • • • •• AND FLORIDA BUILDING.COMMISSION 0 • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRONIT HAS B&N�ESIBNEo AILD TFST;D llo COMPLY WITH THE DECLARATORY STATEMENT DCA05-DEC-219 vo', ° CHARTS SHOWN ON SHEETS 1 h 2. REQUIREMINTS OF THIi FLORIDA BVIL.DINIG 4001 INiLUOING HIGH VELOCITY HURRICANE LONE (FAT).• • • • ••• • RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUYS BY 01HIRS�MUST BE•ANCHORED PRIODERLY TO TRANSFER THESE WINDOWS ARE SHUTTERS ARE NOT REQUIRED. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLINLOADS TO THE STRUCTURE.G WITH OTHER !3 6 MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS En9r.JAVAD AHMAD w APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL PRODUCTRBVISPD S FLA PE 70$92 a9 compiyinE with lip F7orlds LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHQR% OR�CADING C�Al�TI0l1S�tT0T SHOy'lt�J TTiF�S�DETNLS ARE CdN. 8 Building Code 4 f. WILL APPLY TO ENTIRE SYSTEM. FPf��RR �i5 NOT T•OF T APPROyAL• • • • • AcceptmxiVo A LOAD*4RATI(t.NC'IZEA�Ij USE:y4 �SIL�4 ¢'AN02RS INTO WOOD ONLY. irollon Dep b ALL 9HIMS TO SE HIGH IMPACT, 14019-METALLIC AND NOR-COMPRESSIBLE. By drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT A Mur9t WOS-8'I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 2015 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 7 •41 • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADDL.ANCHOR REOD. 4u " FOR INSTALLATIONS INTO WOOD STRUCTURES OR ADDL.ANCHOR REOD. THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INTO roQ 111' MAX. WOOD STRUCTURES OR 1It�II1L(jI�--_--_--'_ \`no° .Z 5w=��'n♦ m-Hr RU xOWOOD BUCKS_INTO=4M.J1A•1�11I11kSYF ON-RSY-- 1=_-_--��;��IjIcIIIIIII-I=__-_--=_-=--�ItR nIILr�III�'=1=.♦=- �IIiIII1IiI'��I=-• 1' •_------_-_ ix7n. Z WINDOW WIDTH 111'MAX. 10 1/4' WINDOW WIDTH MAX. FALSE MUNTINS 3• HEAD\SILL MAX. FALSE MUNTINS 14 7/8" 6'MAX. (SURFACEAPPLIED) AT FIX.LITE " . (SURFACE APPLIED) MAX. HEAD/SILL MAY BE USED HEAD\SILL HEAD/SILL MAY BE USED AD 3CORNERS AT VENT CORNERS HSILL II -=-7 4 O�a01116O,Q31r pz O [I oil Of o zp N a0 ,1I fl Zr -IT --Ii IN �ZOZW •pFJ n3 It II H II II II 11 I 11 B u I; II n I B it II O! 1 1 1 I 1 1 I 1 Z D M 32 7/8' 33 1/2- 32 7/8" f m 1�, / 50'MAX. 24 5/8" m= g Z L2'4:5 8"O.L. OAC. O.L OPG. O.L. OPG. x PG. DL. OPG. O.L. OPG. $ U37 5/8" 37 5/8' '� /4' 29 1/4' . � p 3:6 1 VENT WIDTH VENT WIDTH VENT MOTH VENT WIDTH Z d O TYPICAL ELEVATIONS XOX SIZES o x XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSR ~' D FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER Q CLASS TYPE 'A' CLASS TYPE'B' CLASS TYPE'C' GLASS TYPE'E' GLASS TYPE'A' GLASS TYPE'B' INT.(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) EXT.(+)1 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 80.0 I 90.0 90.0 130.0 90.0 90.0 79.0 79.0 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS c $S a FOR METALLIC SWEEP LATCHES UMR AUX.10AD5 TO 180.0 PSf. WITH SPRING LOADED ALUM LATCHES, $�R FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS p TO 380.0 PSF. E '34 4 •• ••• • • • • • •• Q•8d�dd • • •• • • • • • L. S •• ••• •• • • • •• Engr.JAC D AHMAD PRODUCT REVISED . 13 FLA.PE j 3558591 Bn diugylOode ng with ft FlorMe • ••• • ••• • ••• e�nn . • • • • • • • • • Ac L_No�g"O7� }I' • • • • • • • • • Ex' Lion Dale. $ ' •• • • • • • • NOTE:• • •• • • •• • (OLASS•CAPACITIES ON THIS SHEET ARE By drawln no. •• • • • %ASED•ON ASTM E1300-09 (3 SEC. GUSTS) MIP1^' 9 AND FLORIDA BUILDING COMMISSION WOB-81 DECLARATORY STATEMENT DCA05-OEC-219 AP 07 2015 sheet of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. 1� IBY FOR SPACING W METAL FOR SF' NG WOOD BUCK STRUCTURE — W r----------= 1/4'SHIM O 12 O O co L%tU— FOR MAX. VENT WIDTHl 251/4'MAX' _ iSHIMS TYPICAL ANCHORS 06 SEE ELEV.STRUC URE 24 . SPACING F til oo 31/4• 31 � 1B ----'------ .. 17 _. _. _.._ _.. .. a a OPT. --_____ TYPICAL ANCHORS B 16 3 z SEE D.1- FOR SPACING 4 EXTERIOR 5 • Q WINDOW WIDTH X0 LAYOUT �l m OX OPPOSITE J © O 1/SH MAK O 1/4'SHIM VENT WIDTH VENT WIDTH SHIMS & O in Of MAX. V J XSTRU�R TYPICAL ANCHORS o J 0. SEE ELEV. WFOR SPACING 3 086 1O $ za S 1�/4' E �NO � ._.—._...__. _._—.—.—. N F a _._._._._._. ' a o ---SCREENS OPT. -- .- _._._. .._.._.._.._.._.. .._.._.._.._.._.. _____ SCREENS OPTr-- -R w D.L.O. TYPICAL ANCHORS WOOD BUCKS ISY SEE EmsG EXTERIOR 4 b{ R FOR SPACING 1 WINDOW WIDTH r XOX LAYOUT TYPICAL ANCHORS 8 SEE ELEV.FOR SPACING MIAMI—DADE COUNTY • • • • • • SiE stPMITE NOA •. .; ••; • • • • • i i---- VENTS WITH g>f o • • • •• •••• •• • • . •• II 1 SPRING LOADED LATCHES E.W:JAVAD AHMADCML PRODUCT REVISED 1 I 1 I JR 92 m camplYltlg wifi dle Florid• • ••• • ••• • •• I I 11 Uuildi9g 07de }'. Ex'nlio Date •• • • • .._.._.._.._.._.._.._.._.. 11 II -------SCREENS OPT. •• • • • • L---J Mi produ4t Browing no. EXTERIOR 7 2015 W08-81 WINDOW WIDTH WINDOW WIDTH 9he•t 4 Of ] • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 1/4-SHIM O O O MAX. VENT WIDTH I 1B 1/4•MAX. Z METAL 1 24 15 8 SHIMS TYPICASEE L ANCHORS O F •• STRUCTURE .FOR SPACING F w �IJ4- -----SCREENS y _-___ OWWD SUCKS w W OPT. -- ------ 1.BY is CD 8 a�44 _"` TYPICAL ANCHORS 9 16 SEE D.L.D. a a.i FOR SPACING 4 EXTERIOR 5 � v WINDOW WK)1}f 0 X0 LAYOUT OX OPPOSITE 3 I 3 Ci 1/4•MAX. O 1/4-SHIM O VENT WgTH O VENT WIDTH SHIMS � O ton.. MAX. 15Y W L WOOD SUCKS Z BY WOOD BUCK OR "31 WO STF- RUCTURE o_o; v. TYPICAL ANCHORS B 0 ___GREENS OPT. _____� .._.._.._.._.._.. Quw ---__ SCREENS OPT--- SEE ELEV. POR SPACING 52 D.L.O. q LSS R+ TYPICAL ANCHORS SEE EL£Y. EXTERIOR 4 8 FOR SPACING g WINDOW WIDTH S XOXLAYOUT ° $$ TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY w,r •• 00:• • • • •APW.O My1•ION 00* • • • • S@E S6PAR&TE NOA 4 g q •• •; •• • • • • • _-- If---I VENTS WITH g g g <mv m r •• • ••• • SWEEP LATCHES • • • • • •• ii Engr:JAVAO AHMADw C PRACHICT REVISED 11 1 I FLA.P 70592 r =Plying with rhe Florid@ $ 3 • ••• • ••• • •• I I 11 CA. 17538 BvildigB • • • • • • • • i i i i a«ePtm ce t4o1 0505• • • • • - - - I I I I iralion Detc bIj •• • • • -- --- -- - - 11 11 SCREENS OPT. 000 - L-'-� Mime' IIdoP drawing no. EXTERIOR APR ��15 W08-81 WINDOW WIDTH .I. WINDOW WIDTH sheet 5 of ] • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3A69 1 375 1.000 Imo• ITEM PART/ QUANTITY DESCRIPTION MATERIAL IUNP./SUPPUIR/REMARKS � � � • 082 082 ��II 1 TM-130 1 FRAME HEAD 6063-TO = �� FFF� 750 2 TM-1338 1 FRAME SILL BASE 6083-T6 .888 -! 3 7M-134 1 FRAME SILL TOP 8083-T6 - Z 3 2. 1.425 1,425 1.250 II 4 TM-132 AS RE ID. FRAME JAMB-VENT 6063-T6 - k �1 -� .125-�(F- 5 TM-131A AS REGO. FRAME JAMB-FIXED 6083-TB - 14 WIND LOAD CLIP 8 TM-138 2/VENT TOP AND BOTTOM RAIL 6063-T6 - 0.7 1.500 1.000 7 TM-139 1/VENT JAMB STILE 6063-Ta - 0 U O TOP dt BOTTOM RAIL 1•�0 8 TM-140 1/VENT MEETING SINE 6063-TB - 4.C 1.070 r 9 TM-137 1/VENT FIXED STILE(SPRING LOADED LATCH) 6063-TB - 9A TM-137A 1/VENT FIXED STILE(SWEEP LATCH) 6063-T6 - 8 j O1 FRAME HEAD -1.750- ( ,750 1.000 10 TM-136 1 SRL TRACK INSERT 6063-TB - VVV a QQQ d..054 11 TM-135 1 SILL CLIP ADAPTER, 12'LONG 6063-Ta AT MTG.STILE LOCATION12 TM-118 1/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 6063-T8 AT MID SPAN 27A - 1/VENT METALLIC SWEEP LATCH - AT MID SPAN377 2.201 128 /8 X 3/4' 2/UTCH SWEEP LATCH MOUNDNO SCREWS - FH SMS {r.1.375MTG. STILE REINF. 17 TM-1{tA AS REDO. GUIZING BEAD(!AMINATED CLASS) 8083-T8 -313 563 1'000 13A TM-181 AS REOD. GLAZING BEAD(INSUL.IAM.GLASS) 6063-T6 - 7Gf1 -{ 500 14 TM-154 AS READ. WAND LOM CUP,4'LONG 6083-T6 - F-1.420 2.312 L_I I 15 - 1/STILE MEETING STU REINFORCING 6063-To - � 16 - 2/STILE I FDTO STILE REINFORCING 6063-T6 - v .107 '0100 17 W31225 AS RE00- FIN SEAL W'STRIPPING(.270'X.220'HIGH) WOOL - 9i 10 SILL TRACK 7O JAMB STILE 125 18 W43371 AS REOD. FIN SEAL W'STRIPPING(.187'X.370'HIGH) WOOL - 19 W43201 AS REGO. FIN SEAL W'STRIPPING(.187'X.200'HIGH) WOOL n 1.071 (D 2.312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/B'% 1/2'%1-7/16'LONG a 1a FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING k GUIDE PLASTIC AT EACH END I p� � 1.255 062 .055 22 - - VENT ROLLER/WHEEL BRASS - U J 4 7YP. 1.298 23 /12 X 1' 2/CORNER FRAME ASSEMBLY SCREWS - P.H.PHILLIPS SMS W� 2,373 24 i10 X 1' 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHILLIPS SMS ?_ .929 F.- 1.3751, 1.548 .t 25 - 1/LATCH VENT LATCH SPRING11411 ST.STEEL - O 3 Q 1.235 26 W31175 AS REDO. FIN SEAL W'STRIPFING(.ia7'X.175'HIGH) WOOL - coin 11 SILL CLIP ADAPTER 27 TM-151 1 SILL RISER 8003-TB - Z_ 0 L` 1,750 ,062 28 - AS REOD. SETTING BLOCKS EPDM DUROMETER 8016 SHORE A �Z I•^-1.408 O MEETING STILE 12 VENT LATCH i-N a 2.312 2.312 � .055 � .OSS .435 .183 1.719 7I 7- .040 ,SOO 3.270 I T1 •802 .040 ,582 .540 yy y}2 2.708 1.477 '0'00 1.237 1.3175 1.000 1.237 .082_ L ,923 .823 w w w B TYR 1.750 1.750 13 GLAZING BEAD 1JA GLAZING BEAD 1.641 9 FIXED STILE (SPRING LATCH 9A FIXED STILE (SWEEP LATCH) ) (IAM. GLASS) (INSUL. LAM. GLASS) O FRAME SILL TOP yr-1714 • • • • • • •• eu$� � 3.089 • ��• • • • • • • • o a S'-R'rn'� ••062 •••lYP • • •O6 2.628 1.919 1.799Engr.JAVM AHMM PRpDUCT RGVISl9.092 3. 83 3.188 3.042 CML062 M.PE/70592d��nPlying x4LAtM Fbrlda• • • • • CAN.3 78Building1.858 A,.PuniralSOD • •• • •• • • •• B• Mim i pod. c3.069 .875 W08-8 7 z�i O FRAME SILL BASE O FRAME JAMB - VENT OS FRAME JAMB - FIXED 27 SILL RISER .haat _6 - 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • . (2) 112 x 1 1/4'PH. SMS ` (2) /fax 1'PH.SMS. ASSEMBLY SCREWS IWII SSSEM�Y SCREWS�S ��5�+8LY SCREWS � W Z 3 Q o \ e U \ I fii \ I N SQ NW I 1 T W d g FRAME TOP CORNER 1 FIXED MTG. RAIL TOP CORNER <I x (4)112 x 1 1/4`PH.SMS. VENT TOP CORNER U 2 J ,� ASSEMBLY SCREWS J 4 W Z 965 Z p 0 o i (2) 110 x 1'PH.SMS. b z$g$ •\ ASSEMBLY SCREWS \- '\ I w • • f 'Sd • • • N g�Mo • •• • •• O • • • • C<m •• ••• FIXED MTG, RAIL BOTTOM CORNER 'O ..LY04 Eipr:JAVAD AHIA10 PRODUCT RHVISEDCMLm comlying with te Ftoride• ••• 'C 70392Building CodeFRAME BOTTOM CORNER • • • • kEWS SMS. cA.N. 3e Acceptance M�e�,pc�p �q • •• VERT aOTT01R CORNED f •f By •• • '—•�— • • M prodkt drawing no. qi� 7 20V sheet 7 of 7 • •• •• • • • •• ••