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Home My WebLink Aboutproduct approval Opening I Size (W x H) E 1. Fixed Window Mulled 11 X80 MRH 12' o (Series 300) O FL 15920.1 0 2. X Outswing Door Mulled 37 x 80 (Plastpro Fiberglass Door) 0 0 FL 15210.4 d 3. Fixed Window Mulled 11 X80 °oo (Series 300) FL 15920.1 ko 4. Single Hung Window 37 x 5015 14 13 12 11 V (Series 605) L NOA 15-0611.06 0 0 5. Single Hung Window 37 x 50 0 (Series 605) Q NOA 15-0611.06 Bath 6. Single Hing Window 37 x 50 Dining Kitchen 10 M co (Series 605) 16 Room Room Egress = o NOA 15-0611.06 ^� M 7. Single Hung Window 26 x 50 J (Series 605) LL NOA 15-0611.06 Bedroom '0 > v 8. Single Hung Window 26 x50 (Series 605) NOA 15-0611.06 A 9. Single Hung Window 37 x 50 Bedroom 3 NSeries 605) co OA 15-0611.063 LL Co 10. Single Hung Window 37 x63 17 Living Room Bedroom �1. o E (Series 605) ,a NOA 15-0611.06 LL t� d 11. Single Hung Window 27 x 63 (Series 605) NOA 15-0611.06 12. X Outswing Door 34 x 81 9 (Series 249) FL 157860.3 C C LD 13. XOX Horizontal Rolling Window 96x48 Bath Room 1 2 3 Laundry 0 ca (Series 805) N J NOA 15-050.29 Room EO 18 Main Door M 14. XO Sliding Glass Door 96 x 79 � 0 LL 390) Egress _ U FL 15726.1 15. Single Hung Window 53 x50 0 U NOA 15-0611.06 19 N 16. Single Hung Window 19 X50 0 CO (Series 605) N LO NOA 15-0611.06 Garage o LLO 17. Single Hung Window 19 x 50 (Series 605) NOA 15-0611.06 Windows match existing windows 18. Single Hung Window 26 x26 (Series 605) NOA 15-0611.06 7 8 COPYR GNiE TENPEST.GOM GCALE: 19. Fixed Window 37 X 19 NOT TO SCALE (Series 300) DAM, FL 15920.1 Nov 02,2016 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1 Florida Undow ati, f) 3u j'C'o 7108 Fairway Drive,Suite 120 Tel.(561)843-4900 Palm Beach Gardens,FL 3',=,41`3 tloridawindowanddoor.com Property Information _ -�-J � Building Information Owner: Jason Williamson r Wind Zone: 160 MPH. Address: 10656 Pine Cone Lane exposure Category: C Fort Pierce,FL 34945 Minimum Building Dimension: 30 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) i-Leight(in) j Elevation(ft) Pressure(psf) Pressure(psf) 0 IL-- _-_----� 1 End 11 80 7 32.6 -43.1 ............._..-- - ..... _.._. __ ...---- ..._... -- - ............ ---.._.._ ......................... 2 End 37 - 80 7 __ __ 31.9 -41.7 ---...._.. ... _ .. ........ ..................-- - r _ _ .......... ..__...__..._....--------.... ...._..._.----.._................--- 3 End 11 80 7 32.6 -43.1 . ..._----- ._..... _ ........ - ....... ._ _.-- _ ....... _... .... ... --- ........ - - ... ....--- 4 End 37 50 7 32.9 -43.7 ----._.........__...__.....----........_...--...............__._.._.._._._.-........... ........_....._.........................-----_._..._.... ---- ---- - .....-..... --- 5 End 37 50 7 32.9 -43.7 _................._.._ ......... ................. _.. _ ..... . .._...... --- .._........ ..........__._....................... ... 6 End 37 50 7 32.9 -43.7 __._._.. _.__._ _........ . ... _....._ .._ .._...--_.._. .............. ....-- --- - . ...._...._---- 7 End 26 50 7 33.5 -44.8 - _.. _... _ ........ --_. _.__ _ -- --................___ ...._.. _....._.......... 8 End 26 50 7 33.5 -44.8 ........... _........ -..... ...................... ........... . ..... ._..__._ .... ......-. ........ ......... ........_...__ ... ....... ._._._......._.......__ . .......--- 9 End 37 50 7 32.9 -43.7 -...._.._.............._.... -----..-....._............._._...._........_.--- __.._._._._...__.........---- ------._...._.......................__.........__._... -.._.__._...._...............--...- 10 End 37 63 7 32.4 -42.7 11 End - 27 ------ 63 -------- -- 7-- 33.1 -44.1 12 End 34 81 7 32.1 -42.0 13 End 96 48 7 30.9 -39.8 14 End 96 79 7 29.9 -37.6 - ----- -- -- - -- --- - ---------- 15 End 53 50 7 32.2 -42.2 16 End 19 50 7 33.5 -44.8 17 End 19 50 7 33.5 -44.8 18 End 26 26 7 33.5 -44.8 19 End 37 19 7 33.5 -44.8 Prepared in accordance wilh:ASCE 7-10,Chapter_30. Nord i,oadc-Components and Gadding.51h Edition(2014)Florida Building Code. --- Page 1 of l Florida Building Code Online Page 1 of 2 - Yw�1x'. w''x �•.�' M •..�; itu.u3'` "v:K kV1 (N..e E1, 7-A +. �ri�a t7e�tr�ensq rs , } ; ; Submit Surcharge 1 Stats 8,Facts i Publications FBC Staff I BCIS Site Map Links € Search i ,. aCIS Home Log In User Registration Hot Topic • 3usines PCC� eSS� I F i Product Approval L USER:Public User Regulation �� Product p�7mgpl Mums>J?r«IuR or Anullcatlon Search>Apuli4�timi IJst>Application Detail TF FL# FL15920-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/PhoneJEmalt 601 nw 12 ave pompano beach,FL 33069 (954)751-4430 smetzger@tmwindow.com Authorized Signature Frank Bernardo frank@engexp.com Technical Representative Address(Phone(Emall Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R3 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bernardo Evaluation Report Florida License PE-0046549. Quality Assurance Entity edltatlon&Management Institute Quality Assurance Contract Expiration Date _12/31/2019-) Validated By Keith E.Lorinos,PE 21 Validation Checklist-Hardcopy Received Certificate of Independence FLSS920 RI COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1984 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD... 7/9/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/26/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 ary of Products Ft.# Model,Number or Name Description 15920.1 Series"300"Aluminum Fixed Window Series"300"Aluminum Fixed Window-LMI/SMI 74"x 122" blfflitymwTse Installation instructions Approved for use In HVHZ:Yes FL15920 RS It Dwe.odf Approved for use outside HVHZ:Yes Verified By:Frank Sennardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other: FLIS920 R1 AE EVal.Ddf �ss Created by Independent Third Party:Yes • USI Cglltact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone: SO-487-1824 The State of Florida is an AA/EEO employer.Coowlaht 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.4B7,1395,"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 officlal 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. Se(.Uri :6jvTttrfSt' I I �I i ill i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD... 7/9/2015 EfNGiNEERING EXPRESS ■ Q i. / a PRODUCT EVALUATION REPORT ENDINEER'ING EXPRESSO EXPERT PRODU13T EVALUATION REPORT 4/27/2015 Application Number: F12#15920:1-R1 EX Project Number: 16-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name&Description: Series 300 Aluminum Fixed 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 Professiorial Regulation(Florida Building Commission)Rule Chapter 61 G20- 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. i Substantiating Data: +� PRODUCT EVALUATION DOCUMENTS I EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window",sheets.1-8, prepared by Engineering 3 Express,signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. • TEST REPORTS. Uniform.static structural performance has been tested in accordance with TAS 202 test standards per test .report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS- 201,202 AS201,202&203 test standards per test reports)#0611.01-12 by American Test Lab of South Florida (ATL), I f STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which Raiised E ° +Valid for evaluate the product based on comparative and/or rational 1� _ 2 analysis to qualify the following design oriteria: gC.,:,..t.�° 1. Anchor Spacing 4 3 ...... `• `• �' 2. Maximum Allowable Size/Pressure . . Combinations • "„ 3. Architectural Shape Options 4. Glass Ca m .L.B� Capacity 5'. Anchor Capacity ~: 160 SM 12TH AVENUE #106 DEERFIELD BEACH, FL 33 RHOHE:. 954-354-06.6.0, FAX: 954-354-0443 WWW.P-NGEXP.COM j i i `INNER- TMENGINEERING I EXPPE,SS`' 4/27/2015 Window,LLC.—Series 300 AluminurnExed Window(LMI) Page 2 of 2 No 33%increase in allowable stress has been used In the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: i • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) i 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 Each product has been designed to resist wind loads as indicated In the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). 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). i Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM FPANK L RENNAPDO,P.E. `�' TM WINDOW & DOOR R` SERIES 300 ALUMINUM FIXED WINDOW V FO&'1W SERIES 41'N LARGE AND SMALL MISSILE IMPACT RESISTANT ' ETM =mooZsr 20W5 WW .�W 'S � a� oujir;3 Y GENERAL NOTES moo€ 9 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,PERTAS 201/202/203 a ASTM 300-04 STANDARDS. (, c 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS B 5 ,J N LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. ,J -+ 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE B DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC q LOAD WIND LOAD REQUIREMENT'S SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA ,N BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUALTO THE POSITIVE O OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O DJ STATED HEREIN. Q.w fes' 0.$ 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. - FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR Z 4 G REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCRON WITH THIS .7 a DOCUMENT. N mpn o S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OFTHE,EXISTING STRUCTURE TO WITHSTAND ' Q 3 g a S SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHAT L BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRU RAL MULLIONS APPROVED BY OTHERS OR UNDER O 1O S To 2 SEPARATE CERTIFICATION: 7. ALL EXTRUSIONS SHALL BE 6063-75 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. B B. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 9 WITH SILICONE. I w 9, ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A F MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. rn 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING m CODE. a 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACTE PVB INTERLAYER N.O.A.*13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.OA.S _ 11-0624.02 c 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY g 8 RESTRICTIONS. Q g 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOLUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS.NOT BYTM WINDOW&DOOR U.C. i 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS a ' SHOWN ONLY.USE OFTHIS SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS R ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL °S FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, @ STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 9` B 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ';_ 5 INTENDED. a ? 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DDNMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. 15-2370 .may, SCILLE, ws LUL v^ PAGE DES ON, OOVER9w-ET FL #15920.1 �� i \\\\ 12"MAX.FOR ANCHORS ��\\ _ POSSIBLE ARCHITECTURAL SHAPES; NO SHAPE MAY EXCEED SIZE OFTESfEDRECIANGLETRANSCRIBEDAROUND iYPEA&C SHAPE. 2'-3'MAX FROM g nv 6"MAX.FOR ANCHORS .- C� JOINT WELD ANY 30INT OR ? 4 2 SZ POINTS TYP. TYPE CORNER = w Y Al (MAY VARY) iy w / fc�' CV / 010, SURFACE APPLIED 1 � w AT qg.,*FALSE MUNTINS OPTIONAL -_ z D 0 a W W< UE SIDED TRIANGLE HALF-CIRCLE EYEBROW ARCH GOTHIC ---'�—�L---- 0 ° Z^ cv93g TRAPEZOID -- - -- z u W W ,< li As am 3lu m 0W Ncc Lu - P-__ ---- O e 0� HALF ELLIPTICAL HALF EYEBROW TRAPEZOID ---------—J L— ¢� EXPENDED FULL O PENTAGON ELLIPSE __ ! �L___ O 3 ---��- p> � oa < Ir JI Q C, �z a xR o pig M z g / r D.L.O. z o.G FRAME WIDTH QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION (D OCTAGON HALF ARCH OVAL ,:LL o.WIDTH=WINDOW WIDTH-4' . D.LO-LENGTH=WINDOW LENGTH-4'1 E ELIPTICAL FL #15920.1 IRE HALF FAN $ EQUAL LEG HEXAGON 'gg TRIANGLE x T 1� . , FAN 15-2370 scAu l NTS 101 g ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL t PAGE DESCOPTIOM SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. covERsrEET HOTDOG NOTE:f—Y—� }"--X -{ - WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXISTING HOST METAL STRUCTURES(STEEL OR EDGE DISE ` p NNNu�O,P.E. STRUCTURE ALUM.1/8'MIN.THICK) STEEL: : 6 KSI MIN. ANCHORS PER ANCHOR 2BY WOOD BUCK �� ••I`2; , ALUMINUM:6063-T5 MIN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR y QNLY EDG D ELEVATION FOR SPACING MULLION TYPE AND SIZE. ED E DISI EDGE DIST I z= SX OR 2X WOOD BUCK(OPTIONAL). L .o•. �T `�` .1. NOT BY T.M. 1 14 I/4"MAX SHIM 14 1/4•MAX SHIM 1 14 11/4'MAX SHIM 1 14 1/4'MAX SHIM i � tai ANCHORS PER � ANCHOR SCHEDULE.SEE TYPICAL >u ZZ e1' a g ELEVATION O 4 4 4 ANCHORS PER 4 EON ANCHORS PER �n fl °- 4 ANCHOR SCHEDULE. lJ 1;41X471 r z- 3 0. SHEETFOR ANCHOR SCHEDULE. SEE TYPICAL Z 5 13lu H w 3 SPACINGG SEE TYPICAL ELEVATION ON ELEVATION 3 E m H SEET 2/8 FOR 7 SHEET2 8 FOR SPACING ILI OPTIONAL SURFACE < APPLIED MUNTINS U .I N J J TYPICAL ANCHORS: ��R FORSPAGDIIJG Q�''A °,; O �; 2 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND O w TRANSFER THEM TO THE BUILDING STRUCTURE. jo a!M g N O Jo DIA.ULTRACON BY'ELCO'(Fu=177 KSI, m O � Fy=155 KSI) Q 3 z� n b THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT c A p FILLED BLOCK(ASTM C90) O e o4. m 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT FILLED BLOCK. y i TYPE'B' 1/4"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, 5 W � Fy=155 KSn F INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c7 (SYP#2 G=0.55 MIN) T? BED OF ANCHORS PER ANCHOR 1-1/2"MIN.PENETRATION INTO WOOD 6 SEALANT SCHEDULE.SEE TYPICAL • $ ELEVATION ON SHEET 2/8 TYPE-C.-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 a e 2 4 FOR SPACING MIN)(FU-120 KSI,Fy=90 KSI) 11 lD INTO METAL STRUCTURES(5 PINCHES PASS THE � g THREAD PLANE MIN.)STEEL'%'THK.MIN. 1 14 1/4"MAX SHIM (Fy=36 KSI MIN) ix OR 2X WOOD BUCK ALUMINUM:1/8"THK.MIN.(6063-TS MIN) Q (OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED = A OR PAINTED) W TYPICAL EDGE DISTANCE ?• . 5 m INTO CONCRETE/GROUT FILLED BLOCK=2-1/2'MIN. : F GE ST INTO WOOD STRUCTURE=1"MIN. @@ INTO METAL STRUCTURE=3/4"MIN. @ OOPlwC#R BLG163+➢%1 EANFS9 EXISTING HOST 15-2370 STRUCTURE 6GD3 NTS O PAGE OlSCRIPTIO[C COVERSHEET �1 TYPICAL SECTION FL #15920.1 3 6"=1'-0" VERT SECT rl�j FRANKL.EGgNARDO.P.E. METAL STRUCTURES(STEEL OR g(1�1 11r ALUM.1/8'MIN.THICK) �� ` •••� Firy " .��•, STEEL:Fy=36 KSI MIN. lx OR 2x WOOD ��\ ALUMINUM:6063-TS MIN, LBY OR 2BY 1/4'MAX SHIM 1/4'MAX SHIM ky WOOD BUCK INTERIOR BUCK(OPTIONAL) �S r— • V F ONLY �— 1/4"MAX SHIM I 6 4 4 B BED o I BED OF BED OF =.O; lJ yp .0 De _ -4 I SEALANT SEALANT — ANCHORS PER I \ ANCHOR SCHEDULE. I 14 14 ANCHORS PER ANCHOR SEE TYPICAL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET I ELEVATION ON SHEEP 2/8 ILL 'hbL`� a ANCHORS PER ANCHOR 14 2/8 FOR SPACING o FOR SPACING SCHEDULE.SEE TYPICAL 5 Ua ¢Ol Z u o a ELEVATION ON SHEET 2/8 6 0 Z X $m Lu FOR SPACING L_ __ w 3 2 NG HOST WW •+W >' � g EXTERIOR g STRUCTURE wtu 8 FRAME WIDTH ti 1 a }--FRAME WIDTH J N Oz TYPICAL SECTION 6—'=1'-0" HORIZ SECT tj SCHEDULE "A" FOR SQUARE OR RECTANGLE OPTIONS-OTHER SHAPES ARE LIMITED TO*70 PsT(SEE PAGE 2) 0 �O DESIGN LOAD CAPACITY (ASD METHOD) tl O Vi pd, FRAME M71r70 LASSTYPEM1 GLASSTYPEM2 GLASSTYPEM3 GLASSTYPEM4 GLASSTYPEMS GLASSTYPEMG GLABSTYP9101 GLASSTYPE102 ,8 DIMENSION{x) ♦ -P.B.F+)P.F(-)P.F+)P. -) F.+P .. + �.F(- +P.SF(•)P. .+ .B.F()PSF(+)P. D Q O 22•W 70 70 70 70 BO 80 80 80 80 80 80 130 70 70 80 BO O 70 70 70 70 GO Bo 80 BO 80 80 80 130 70 70 80 80 "'t O v 26' 70 70 70 70 80 60 80 80 80 80 80 130 70 70 80 80 3 2 a 70 70 70 70 8o 80 80 8o 80 80 80 130 70 70 80 80 Z I - - - - - 80 80 80 BO 80 130 - - 80 00 BO BO BO 130O70 70 70 70 80 BO 80 W 80 B0 8D 130 70 70 80 80 0 O Z X 3r 70 70 70 70 00 80 80 80 80 80 so 13D 70 70 80 80 n O 9 39 WS' 5318• 70 70 Bo 80 80 80 BO BO 80 130 80 90 } 74• 70 70 80 80 80 8o 80 BO 1 80 130 - 80 Bo W I DB U4" - - - - - - 80 80 80 BO 80 130 rZ 1111/4° - - - - - 80 80 80 80 80 130 26112° 70 70 70 70 BO BO 80 80 80 80 80 130 70 70 80 80 L m 3r 70 70 70 70 80 Bo BO 80 80 80 80 130 70 70 80 80 r Y- N Y 53 VW - - - - 60 80 BO 60 NOTE: —X --} 505m, c S . •B e so an 80 an w WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 10511a o eo so eD HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 111114" an Bo 50 Bo &s 281rr 70 1 70 70 70 an so Bo BD 80 00 BO 130 70 70 an Bo $ a � a 3r 70 1 70 70 70 80 SO 8D Bo 80 80 BO 1 130 70 70 80 80 B3• 5318" - - 80 80 80 80 - - • ¢9 7A' 70 70 70 70 EXAMPLE: 106 1/4" - - - - - 70 70 70 70 - - - - A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH illus 70 70 70 70 $ 261/2' 70 70 70 70 BO 80 GO 8o 80 BD BO 130 70 70 BO GO -h OF 53%8"HAS AN ALLOWABLE PRESSURE OF+/-60 PSF FOR F 3T' 70 70 70 70 BO 80 80 80 80 80 60 130 70 70 80 80 - GLASS TYPE M4.THESE DIMENSIONS MAYBE REVERSED FOR AN 631)8• 60 80 Bo Bo - ALLOWABLE FRAME HEIGHT OF 53%8'AND AN ALLOWABLE FRAME 74 1/4' 74" _ 70 70 70 70IN......I ' WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE 106114 DESIGN PRESSURE.SEE O FOR EXAMPLE VALUE IN 111114 SCHEDULE"A." 26112• 70 70 70 70 80 8DB0 80 80 So 60 130 70 70 80 80 CCPlP1Td1TD 0D��5S 3r 70 70 70 70 Bo eo eo Bo Bo so 80 iso 70 70 00 8D 15-2370 5 77 114" 53118" BO 80 80 80 SCALE+ 101 H 74' 70 70 70 70 - PAGE 08SCiOPRONt 106114" _ _ _ _ _ _ _ _ _ COVER SHEET re FL #15920.1 L I (Nf1W29t3-&,txwm MM V?Prc7aetstW=TGSnles 3W Aluminum FUCd N,ndow-FSA-UpdeleFt,3E]Bfw 2014 Fb1fdaPmje9PAR25237Eb-FL Stsimyl"APOMM REV AFTERSUBUTU4 s En n :y 9 « z r A3 II G77'�YYYpYYYYz� rn o NN 70 ' 07o0"7po70 + 000 opo '�'y' 776 Op677Vo�7077 5770 yv- D 0 7 7 ( o o O 6Yfn'1 YYe77' 77770' 00700' 7Z! 077-.19 6'7007 m O a A A SSSSS SSBES' 1 ' SSS SSSS58SffiS8SSffi8SSSSa0Sy 4 O SSSSS SSSBS $SSSS Sm SSS1 11 111 SSSS SSSSSSS V � z m o Y0.S55SS 1.07888989977 SSS$SSoSSS1S588SSSSS33SSS8SS8S8SS$SS g 778388955777SSS° 88Ell 82�S58SI888822EFIT S895o5E955S85SS5SS. A 7778SSSSSS70-Is 8SSS8S670S5,SS855SS2mmmm888888828SSffiSffi8888899854 `m �' v J 04 (b 0 0 0 m� m o0ea95SS5577o05ffi225S777S2958009SSS2955o095905995000SISSo5a an�T-'D 11 1-18+1+ p� 99505 5590 95 ESSSS555595559999500o0ffiffioT 0 000 s 2 01Sffii� ao9offi82§�5�801d[�01Sfe 4 Z111 zi ZI 61 1. 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"t O INTERLAYER INTERLAYER a ANN. 7+s AIR SPACE Vis"AIR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER %L6"H.S. Yn°ANN. 1/♦°H.S. V a °H.S. °H.S. "TEMP "TEMP J, SEALANT'/8 SFJIIANTya" SEALANTM" SEALANT(TY/a" DEPTH MIN.(TYP.) DEPTH MIN.(TYP.J 1 7 DEPTH MIN.(TYP.)1 6 DEPTH MIN.(TYP.) 1 6 fY <LL SETTING BLOCK oto�Fuu SETTING BLOCK o m w SETTING BLOCK b mW SETTING BLOIX o Iu O O AT POINTS �� m AT POINTS m AT POINTS m AT 1/i POINTS mG �+ 3""!�a oL9 ld oL7 e ZU1 Fwm m LL I IG 11 IG 11 Q MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS m gg 1 N3001 0.063'SILL'/.IAMB/HEADER EXTRUSION 6063-T6 w TC 2 TH-326 1/8'GLASS STOP FOR V GLASS 6063-TG U 3 TM-327 1/e'GI'ece STOP FOR 9/76'GLASS 6063-T6 rTi 4 - O.GSO'SNAP COVER 8083-T6 �R yg� 5 - 0.370-NIGH D V1NYL8 BULB AND 0.197'7-SLOT TPE POLYPROPYLENE FOR 5/16'GLASS ULTRAFAB � 6 32001 VINYL BULB- 0.17S'O INSULATED GLASS GLAZING BEAD AMESBURY ¢1 g 7 32011 VINYL BULB- 0.270'0 7/18 AND 9/16 GLASS GLAZING BEAD AMESBURY h�yc G F S (2)08 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 3 a ®g 9 - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD �p�F ONLY APPROVED FOR LARGE MISSILE IMPACT i ! F 10, - SETTING BLOCK 1°LONG AT 1/4 POINTS HIGH DENSITY RUBBER §� 1 - OPTIONAL SURFACE APPLIED MUNTINS 6063-16 d �Y 13 - I RAPID STRENGTH RGS770D STRUCTURAL SILICONE ELlSTOME7RIC ADHESIVE BY MOMEHTNE PERFORMANCE MATERIALS GOPA6filfDlG7✓�LNGHGRE59 Cl - ALUMINUM'U"CHANNEL 2'LONG AT EVERY ANCHOR LOCATION(TYP.) 5052 H32 ALUMINUM 15-2370 SCALE: NTS IIJA 15 - S/16-XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL PAGE DESCRIPTION: 16 - 7/18"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL COVER SHEEP 1 - PRIMARY SEAL I'm FL #15920.1 S 1 - SECONDARY SERF. 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UPdata FL15Mfor 2014 Fleeda MlS-Wffi-FL SbLl idaAlMMaEVAFrMUUSNnrdn 0 VOH7Ntl -0000 N33NLL39 `vV In m rn m BNDtldS TIas 3 o m D m e/Z 3Btld 33S q,'a6 Zl71 jno2,°t Na]tnZ x Gmt m�pA Z-En xb r r Z T D Iz"o��3 c�mr=m DNyZ3 zm��K v�0 ,a A�Z:! Orm-m m r—Z O O r m � m r TO 00 X b O� 2 O N �m T 3 r oN z # . Ln %D N CD m a> ft IMMIMM847E TM WINDOW AND DOOR LLC ENGI arrLss�taitibvm rse FlE 6412 N . O l+ ftEY 2Di4 RWN CSL W10116 s W .601 NW 12TH AVE. EXPR - - - .POMPANO 00 BEACH,FL N - 12th AVE® ,F.•' Dm W (954)761-4430 DE DEERFIFIELDLD BEACHr •=e CD �o.arWaeaomxrmmeaes��n.no 3"PICTURE WINDOW _ � xm+.iaamnaxommawoanA.�m Pd:(954)359-0660 Fax: 3 O oavamrm�®w.»imemr®o.o.>a WWW.EIJGEXP. Mi�F•.,•, I 9 TEST PROTOCOL-LARGE MISSILE IMPACT rRr oFAvm ne p ®9 FBC STH EDITION(2014)PRODUCT APPROVAL FL#15920.1 A FwWK L OENNAF=P.E.,frtc ItllQWdifafdfin Florida Building Code Online Page 1 of 4 f ds' El Te3' y P `1 � ,r a "" .a{k. �t�`a��•��qy'�`� iM`'j ^'� ��f k e j ��y"� �}•,r t t u��F..q 6��„o``c..a f$ �`�"'i• G .�"a$ 'I- ��5��,,U, r 5 3 i 1 t� t�` A�✓��J i:whY, R `L .,.r� ."ui�' �1 �:i� x � ¢'^ ��.�� '�'"�'i'�'Is{,�r=�F �1 � q�tit s�'Fi i`:se^uT�' I bb�a�e"� tis Oyyu•"� BCIS Home # Log In User Registration Hot Topics,; Submit Surcharge Stats&Facts Publications FDC Staff SCIS Site Map Links j Search j Busines i af. Prafessi ka � 1 s` Product Approval r2 ;- :UPublic Rea,1lr2�L on FL.15210.4 iif51Y Product Anoroval Menu>P—h,ct or Aoolication Search>A x i1 cath,,List>Application Detzil s to-am�ri t� oApproved FL#Application Type Code Version Application Status Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. ' Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickvj@n-ibidgconsultanLs.com Authorized Signature Vivian Wright -• rickw@rvibldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 . sco ttjoh nson @plastproi nc.co m Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@,plastpro.com Category Ex�rr SSubcategory Serior 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 Lyndon F.Schmidt,P.E. Evaluation Report . Florida License PE-43409 Quality Assurance Entity atre_ r,al Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31 20O�R>,,...-- Validated By Ryan J.King,P.E. RA Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R5 C CERTIFICATE of INDEPENDENCE odf Referenced Standard and Year(of Standard) Str3ndard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pi�_appjtl aspx?param=wGEVXQwtDqv3yVVKJZIQR... 7/7/2015 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fl-15210 RSEauiv [Duivalency Of S[andards.Ddf Sections from the Code Product Approval Method Method 1 Optlon D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description 15210.1 a.Smooth/Wood Grain/White Wood 6'B"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.1.1)df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210.1.Ddf use limitations,Installation Instructions and product particulars. _ Created by Independent Third Party:Yes 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sldelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(OX or X0;0X0-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any additional EL-152-1 RS AE Eval 15210 2.odf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.3 1c.Smooth/Wood Grain/White Wood6'8"Impact"Opaque Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(XX;OXXO-Configurations) Door Limits of Use (Installation Instructions Approved for use In HVHZ:Yes FU-210 R5 II Inst 15210.3.1)df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes . Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210.3.Ddf i u§&limitations,Installation instructions and product particulars. C,reated by Independent Third Party:Yes 15210.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X- Graln/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any additional FL15210 R5 AE Eva[15210.4.Ddf use limitations,installation instructions and product particulars. _ Created by Independent Thlyd Pte d :Yes 15210.5 le.Smooth/Wood Graln/White Woo8"Impact"Glazed Fiberglass Single Door with Sidelite or Sidelites- Graln/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(OX or X0;OXO-Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any additional FI_]5210 RS AE Eval 15210.S.odF use limitations,installation instructions and product particulars.��Created by Independent Third Party:Yes 15210.6 I.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(XX;OXXO-Configurations) Door _ Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.6.DdF Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any additional FL15210 R5 AE Eva]15210.6.1>_df use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.7 g.Smooth/Wood Grain/White Wood SB"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use ,installation Instructions Approved for use in HVHZ:Yes FL15- R5 II Inst 15210.7.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any additicnal FL15210 RS AE Eva[15210.7.Ddf use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15210.8 liftp://www.floridc-Llu-uilding.org/pr/pr�apn 7/7/2015 Florida Building Code Online Page 3 of 4 h.Smooth/Wood Grain/White Wood 18'0"impact"Glazed Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass�Outswing(OX or XO;0X0-Configurations) Door _ Limits or Use (installation Instructions Approved for use in HVHZ:Yes FLI-S210 RS II Inst 15210.8 Odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Crated by Independent Third Party:Yes Design Pressure:N/A Evainatlon Reports Other:See INST 15210.8 for Design Pressure Ratings,any additional FL15210 RS AE Eval 15210.8.0df use limitations,installation instructions and product particulars. J Created by Independent Third Party,Yes 15210.9 1.'Smooth/Wood Grain/White Woad 8'0"Impact"Glazed Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FI-15210 R5 11 Inst 15210.9mcif Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any additional FLIS210 R5 AE Eval 15210.9.0df use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15210.10 L Smooth/Wood Grain White Wood 8'0'Impact"Opaque Fiberglass Single Door-Outswing(X- Graln/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.10.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210.10.Odf use limitations,installation Instructions and product particulars._ Created by Independent Third Party:Yes 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(OX or XO;0X0-Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS210 R5 If Inst 15210.11.1)df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings,any additional FL7 5210 R5 AE Eval 15210.11.odf use limitations,installation Instructions and product particulars. _ Created by Independent Third Party:Yes 15210.12 1.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Use linstallation Instructions Approved for use in HVHZ:Yes FIA5210 R$ II Inst 15210.12.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any additional FLIS210 R5 AE Eval 15210.12.odf use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15210.13 Im.Smooth/Wood Grain/White Wootl 8'0"impact"Opaque Fiberglass Single Door with Surface Bolts- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(X-Configuration) Door Limits of Use lInstallation Instructions Approved for use In HVHZ:Yes FLIS210 R5 II Inst 15210.13.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210.13.odf use limitations,installation instructions and product particulars.__ Created by Independent Third Party:Yes 15210.14 In.Smooth/Wood Grain/White Woad 8'O"Impact"Opaque Fiberglass Double Door with Surface Bolts on Active Graln/Rustic/Mahogany Series 0 Fiberglass Door panel-Outswing(XX Configuration) Door _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi 5210 R5 1I Inst 15210.14.Odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,any additional FL15210 R5 AE Eval 15210.14.1)df use limitations,installation Instructions and product particulars._ Created by Independent Third Party:Yes 15210.15 10.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the WINDSERT"an Grain/Rustic/Mahogany Series 0 Fiberglass operational window Insert-Outswing(X-Configuration) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL;i5210-RS ii Inst 15210.15.Odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any additional EL15210 RR5 AE Eval 15210.15.odf use limitations,Installation instructions and product particulars. treated by Independent Third Party:Yes 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 mall 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: http://www.floridabuilding.org/pr/P _app_dtl.aspx?paraiu=wGEVXQwtDgv3yVVKSZ1QR... 7/7/2015 Florida Building Code Online Page 4 of 4 w y http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=AvGEV:QwtDgv3yVVKJZIQR... 7/7/2015 R R W Building CQnsultclnts, Inc.. BConsulting and Engineering Serviecs liar the Building Industry C P,Q.Box 23O.Valrico,Pt.33595 Phunc 313.659.9197 r1orida Board o0roibssiomll Engineers No.9813 1 / d d 0/ �': � �� .�.� r�i t..+• MAI 171_0_A=2 t J 1 MId -'� C� �e/ r . •ru Product Sub Category Manufacturer Product'Name Category Swinging Plastpro,Inc. Smooth/Wood Grain 1 White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic!Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswin -"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rale Chapter'No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements including the"High Velocity Hurricane'Zone". 2. Product anchors shall be as listed and spaced as shown on details;Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"U"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the.FBC. 5. For 2x stud framing.constmction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from.the details of drawing FL-15210.4 require further engineering analysis by a licensed engineer or registered architect, 7. gutswing configurations meet water infiltration requirements.for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. 'Supporting Documents: 1. Test Report No. Test Standard Testing'Laboratory .Signed by TEL 0139036.5 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doidan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 FTC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843.99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3, Drawing No. Prepared by• Signed&Sealed by No.FLA 5210.4 RW Building Consultants,Inc.(CA 49813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared bySigned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) t'r r,, rs' xy Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 5.. Quality Assurance E ��: .}, � -��b yam.Lyndon F.Schmidt,P.E. `f % L FL PE No.43409 4/24/2015 Sheet 1 of 1 5200 W. CENTURY BLVD. N �vplastpro ° �+ 37.50"MW(.OVERALL y•,. LOS ANGELES, CA 90045 II FRAME WIDTHid Smooth / Wood Grain / White Wood Grain m a C ° LL Rustic /Mahogany �p mW Mdtm Series O Fiberglass Door 9 m INSWING/OUTSWING 'ucel ,impAcr, I � A GENERAL NOTES y z� This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code o o c�a tFBC)structumi requf(ements including the"High Velocity Hurricane Zone"(HVHZJ. �E o z �`— oz � 2. P(OGVCt anct10L5 shall be as listed and spaced as shown on decals.Anchor embedment to base material a— ml shot!be beyond wall dressing orstucco. ¢ < c �c ., 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. of Oa 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with o Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets CO tussle level"D"and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. ! m -- U E ti 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. o v N � = 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed ► wl �o = engineer or registered architect. F I> � w 7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or o at habitable locations protected by an overhang or canopy such that the angle between the edge of a < canopy or overhang to sill is less than 45 degrees. g TABLE OF CONTENTS 6fiAX BES[GN.PRESSURE(PSf_ w Z SHEET# DESCRIPTION t 3WlNG FRAME ° 1 Typical elevation,design pressures.&general notes cIAAEA'SiON: POSfi� (JAG d7l1rE "' n 2 Door panel details Z 3 lite frame details and glaring details 37.50" 'z 4 Horizontal cross section INSWING x +75.0 -75.0 DATE 02/16/12 0 5 Vertical cross sections 82.00" srs N.T.S. 6 3-point lock details 37.50" Cwc.er: JK m 7 3-pofntlockdetails OUTSWING x +75.0 -75.0 CHK.Br. LFS 3 e 8 Buck and frame anchoring 81.13" ownwwc Ho.: � 9 1 Components FL-15210.4 l0 I Bill of materials See sheets 2&3 for hardware and lite frame design pressure limitations sN� or 0 0 a G1 G2 TOP RAIL EXTERIOR 0.T II (COMP.) TOE— �• �y- -� ./�r o .V J–tib Vkfe. "• z IOZ INTERIOR V H u CAP(PVC) ; a. N CAP(PVC) HINGE STILE(LVL] LATCH STILE(LVL) °i g i Q z 1 HORlIONTAL CROSS SECTION a:.' ': Q.. \ N a °g 03 o a a \v N 03 Q::3'E 2 a° a'• E EZ " Cw e.• 8 7 ,t ae: O ¢ --35.75'DOOR NA#OLYAPE TASIF z o 0 a a WIDTH ~� NAK DESIGld ; MANUkACTURERMOD_: .. .PRSSUPS. ;6 KNOB: SIGNATURE SERIES G1 2 i KOKSET 7 DEADBOLt SIGNATURE SERIFS(780) G2 4� < o N C) Q -- KNOB: 'F"SERIES(FS1) 0 o SCHLAGE DLkDBOLT: "B"SERIES(860/62) 75 o / PAMEX LEVER FOBSERIES m INTERIOR EXTERIOR a a a ��/ U DEADBOLT: FD7 SERIES 73 2�rm / a O a m HOPPE MULTIPOINT LOCK: 3-POINT TONGUE ±50 L e Czy'J y� p� ,V W&F MULTI-POINT LOCK: TRILENNIUM01M1 "3 'SERIES t 75 H < 2 arA J! o z O See sheets 6 and 7 for multi-point lock details. 3 = o • -7T _ SEE HARDWARE TABLE FIBERGLASS SKIN w (0.725"MIN.THK.) a /j/ FOAM CORE Z / SEE HARDWARE (POLYURETHANE- n " a TABLE 1.9 PCF MIN.) a F ro� a <._, ,. ..:..:.- n z BOTTOM RAIL d DATE.02116112 z D (COMP.) sem: N.T.S. M.Bn JK m .Si DOOR PANEL Cwc Br: LFS 3 �— 2 VER1►CAL CROSS SECTION DMYfING NO.: N s 2 FL-15210.4 0 N SHEET 2 OF 10 u d KNOicntAPlastpro,Inc PERMANEN)'\Hodda Product Appnwals\FL-15210 HVHZ Fiberglass-Impact Opaque..d GlazedC-0r.*r,f4s\,L-15210(2014)\FL-15210.1-6.dg.BA C7t3 E P O.A.FRAME HEIGHT 66,35 MAX.O.A.FRAME HEIGHT MAX.D.L.O.HEIGHT 62.63"MAX.D.L.O.HEIGHT M nt 4.6' 1 I 5.75' 11.9 MAX (TYP) 14.2' (TYP.) 0.C. MAX.O.C. 't4 DO z ZIM 0 7cx 0, z z 0 M 13 1+ Cs Z G) >..........---- >Z ZZ > m M P= G) G) 7V Vx Z2 O Til Cq TM n D-� 1� 0.45' *%* No.43408 0—M.M.P.P.-d Br. PRODUCT: T 111;_'k.. ? ,P Lyndon F. Schmidt PLASTPRO INC. P.E. No. 43409 FIBERGLASS DOOR ...... PART OR A$SEWLLY� BUILDING CONSULTANTS, INC. STH ED. (2074FBC JKP P.O. Box 230, VdIrico, FL 33595 LITE FROVE DETAILS Phone No.: 813.859.9107 0 Hy AND GLAZING DE'T'AILSkevj—�310K]q I FSPE C.A. No. 9813 (0 2012 R.W.8.1-- RNCtierdAPlastpro,Inc PERMANENTtFlodda Product Approvals\FL-15210 NVHZ Fiberglass-Impact Opaque and 0aced\C-Draw;;;s\°L-15210(2014)\FL-15210.1-6.dwg,4.4 wa 9Ox n N SCO v O vzul 4 N V m� 'Unt W � of tt` zgI X G "'r N 3L v RT1 N ,Ea W a N H M 0 o 0 O(} V X c 1,. an Pft M M G,O�C O �a H pE-O ;;- v y o n J "z v V a x d No.43409 r ' $ PRODUCT; Doaumanta Propared ey. {je� f .ALOR14R. -h x Lyndon F. Sahmtdt g o PtA57PRG INC. P.E. No. 43409 F!3ERGIASS DOOR //tt7tiiil� r N ti PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. p X cn\ t 3 9 15 UPOATK TO 5TH ED. 2074 FSC JK HORIZONTAL CROSS SECTIONS P.O. Box.: B1 .059.9VaIrIcoFL 33595 g�. Phana No.: 673.659.919 o ; N NO DATE REVISIONS FSPE C.A. No. 9813 02012 R.W.BUILDING CONSULTANTS INC. RKI!entAPlastpro,Inc PERMANENT\Florida Product Apprmals\FL-15210 HVHZ Fiberg!as-Impact Opaque and Glazed\C-C:avrings\F L-15210(2014)\FL-15210.1-6.dwg,5.4 rn�(7 f•� ° be w rn n 0 O °av / oca kl ° c Z In Z M M V r A O 20 C4 v e. N ° C4 W N 0.15" C'SINK °p ry (TYP.) 1-1/4"MIN. m > w EMB.%111.) m 7v �w � �n A ° to O M M bl N 2 M u �. EMB.(TYP.) o O ° n \n >° rT x y ?� �j p A M M 0 O `- c A ° 70 op Tn ° d ° n ° Q' N 1-1/4"MIN. ° EMB.(TYP.) ``ttnur4rr CowV a O / No.43409 C It• * :it •e�it ': g PRODUCT: Doeomenta Prepared By: Lyndon IF. Schmidt ��ii •••!RORiOM •�� I z N PLASTFRO INC. P.E. No. 4340s Ln Z FIBERGLASS DOOR rrrrrnn�l�`` D r -i rn PART OR ASSEMBLY:Ia BUILDING CONSULTANTS, INC.UPDATE 70 5TH ED. 2014 FBC JK VERTICAL CROSS SECTIONS P.O. Box 230, Voldco, FL 33595 N N0. DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 [2072 N.W.9DILDINB tiDNBULTANTB INC. &'\Clients\Plastpro,Inc PERMANENT\Florida Product ApprovalAFL-15210 HVHZ Fiberglass-Impact Opaque and 6laxcd\C-Cra•xin95\FL-_5210(2014)\FL-15210.1-6.dwg,6.4 Z z ---OVERALL HEIGHT--- D MHANDLE HEIGHT O z o,ga8° G) c rn m0Fn D� fn - - 10.04" m C e � U O w c0� OX O 4.63" N or^—3.63"—� ►��0.11" u x o 4 o o� Q o .a = ;s � c �8.82 � 3 m T O Lo 10 jo y 91 X X w X X ce Ww w m n n n n n �) J/j r/ I It T m 3.61"-+-I w —43.04" Ne.43409 m vy g PRODUCT: Documento Prepared By: ` Lyndon F. Schmidt li�''•.1...... S INC. P.E. No. 43406 FIBERGLASOR oN r -1 m PART OR ASSEMBLY: BUILDING BUILDING CONSULTANTS, INC. to o x in\ i 3/9/15 UPDATE TO 5TH ED. 2014 FBC UK 3—POINT LOCK DETAILS •' P.O. Box 230, Valrico, FL 33595 N NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.BUILDING CaN9UL—NT5 INC. R;\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impa:t Opaque and GlazedtC-OI'awirxlc\a-15210(2014AFL-15210.1-6.dwry 7.4 9° T W s 7 C Q to th N8y •�• t,� L N i X Tc n n = Co O. O u 4 JC O M _ i O r 24.25• _�_ 23.D" iS.Q" 1SC..... rr Na.43409 o 2 q} o1 PRODUCT: Documentn Propored By: •+1�' .•..........OP•''•• �"� PLAS?PRO Lyndon F. Schmidt i'�S `�� ` o FIBERGLASS DOOR P.E. No. 43409 �I� A \% 1V PART OR ASSEMBLY: Cf�{f BUILDING CONSULTANTS. INC. P, O (s} 1 3 9 15 UPDATE TO 5TH EO. 2014 FEtC JK ^- 3—PONJT LOCK DETAILS (/!/P.O. Box 230, Valrfco, F L 33595 NO DATE BY Phone No.: 813.859.9197 REVEStONS FBPE C.A. No. 9823 2012 R.W.BUILDING CONSULTANTS INC. gyp. rT , zd .`�� n pYP-) tlU1 j .-0 4 i 0 a1 Y., l•t�,�`` Z c m d `t SEE HINGE L 2X BUCK N :Z p TYP.HEAD �, DETAIL(TYP.) h v Z a za v &JAMBS o (s` 1 X BUCK ti S i o o m w J a s TYP_HEAD o n m m d a m Id MASONRY a MASONRY &JAMBS m s '` - OPENING OPENING E a z M G41 0 Jd a FRAME I r z Y_ Q 2X BUCK 7 U ci a U 2X BUCK, 1 �L Y s X a_ _ `•Q ~ 6v oma z ADA SILL a m j ONLY m a L �} o m n •. U to i R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fberglas5 Impact Opaque and GlaUd\C-Drawm95\0,15210(2014)\FL-15210.1-6.dwg,9.4 -1.4" � w w N I .•u a W a0 00 / SO —�t- °s � iq -� 1.75' V W o� oy c0 r0 �1 3 �� al c; w s cxi �_ �czi y °y) my a T 4 T tw 2m 1T+ O N Q Q T 3 O 0,65' v S om �� o m� N w� � 01 i -I R- 0.15' - a � TOM o- Y7 _ a 00 to 37 p I 41E �.75 N"--�--0.75' x, w 11111111111"' No. 43409 Document PrePnred 9y: '•'j �; z £ PRODUCT: rr' '•.•!ktanDR ••�� a PLAS7PRD INC, P nd NoF43409 I ra o ; Z rr"7BERGLASS DOOR N 9 r- ` z PART,OR .ASSEMBLY: �j� rBUILDING CONSULTANTS. INC. p X to'F, P.O. Box 230, Valrbo• FL 33595 Phons No.: 813.859.9197 o .4 ro COMFONENTS FSPE CA. No. 9813 02012 R.W.BIJIICING CCN—TANT INC. l BILL OF MATERIALS REM 9 DESCRIPTION MATERIAL ^V' �?@`z_n A TX BUCK SG>=0.55 WOOD � A z w g� c B 2X BUCK SG>=0.55 WOOD ' C 1/4"MAX.SHIM SPACE , '� `�� >>° °cc D 1/4"X 2-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL ��r�I' I I ��%% o n z° E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE V N o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 \ h A z Z d G 1/4!'X 3-3/4"PFH ELCO OR TfW CONCRETE SCREW STEEL \ S=om @ w v 9om a H 3/16"X 3-1/4"PFH RW CONCRETE SCREW STEEL a �" 'm a a mw I 1/4"X1-3/4'PFHELCO OR ITW CONCRETE SCREW STEEL 0 L #8 X 2-1/2'PFH WOOD SCREW STEEL 9 Z M #8 X 1-1/2'PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL 3a 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM. c o s 5 n7-19 X i-3/4"PPH SELF-DRILLING SMS STEEL 6 rt 10 X 1-3/4"PPH WOOD SCREW STEEL o - 7 1'JFAiF{ERSTRIP FOAM a f w 0 8 DOOR BOTTOM SWEEP VINYL N 9 4"X 4"BUTT HINGE STEEL F < m 11 #9 X 3/4"PFH WOOD SCREW STEEL �I o 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SIUCINE(DOW 995) SILICONE a a g 15 EXT.FRAME(BY ROYAL MOULDINGS) _ PVC m 16 INT.FRAME (BY ROYAL MOULDINGS) PVC E 17 SCREW CAP. (BY ROYAL MOULDINGS) PVC 4 22 B POINT"TONGUE'MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL v 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 .LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL Ln 27 LATCH STRIKE PLATE STEEL x w O 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL > 29 ADA THRESHOLD ALUM o 30 OUTSWING THRESHOLD ALUM/WOOD A 31 OUTSWING THRESHOLD ALUM/WOOD Qw 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP F 34 OUTSWING THRESHOLD ALUM/WOOD w i 36 INSWING THRESHOLD ALUM/COMP M a 37 INSWING THRESHOLD ALUM/WOOD o 38 INSWING THRESHOLD ALUM/COMP ^z 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS DATE 02116112 °z 55 #10X1-1/2'PFHSCREW STEEL SCALE. N.T.S. 9 57 BACKING PLATE STEEL DwD.BY: JK m 58 #8 X 2'PFH WS STEEL CHK.BY. LFS 3 e 60 MULTI POINT STRIKE PLATE STEEL DRAWING ND.: � 62 LOCK ASSEMBLY STEEL FL-15210.4 0 n SHEEP 1O OF 1O N u a MIAMI.DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.1ov/economx TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In.Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code includina the High Velocity Hurricane Zone.- ESCRIPTION: Series "605 Reinforced"Aluminum Single Hung Window- rawmg No. Wt)b_34,titled'"SeriesAluminum ,jingle Hung Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ISSILE NIPACT TING:Large and Small Imssi a Impact Resistant Each unitshall ear a permanenta w1 a manu ac rer s name or logo, city, state, modeUseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA.shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVEATISEMENT: 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 I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0611.06 MIAMFDADE COUNTY Expiration Date: July 05,2017 mum Approval Date: September 03,2015 ( Pagel 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 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3975,dated 10/22/03,FTL-3755,dated 03/24/03 and FTL-4514, dated 0.1/25/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA#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#07-9404.04) Manuel ere ,P.E. Product Conti miner NOA No. 15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' 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-5111 Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windows LLC for their Series, "605"Single Hung Aluminum Window(reinforced), approved on 05/03/12 and expiring on 07/05/17. Manuel Perez,P.E. Product ControExa finer NOA No.1 611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 3 53 1/8' 53 1/8' WINDOW WIDTH WINDOW WIDTH l m 48 1/4' 48 1/4' o D.L.OPG.W.(FIXED) D.L OPG.W. (FIXED) O FALSE MUNBNS u� FALSE HUMINS D.L. (SURFACE APPLIED) 21' mL;7 (SURFACE APPUEO) 21' mz Q x a MAY BE USED HEAD/SILL z MAY BE USED Al -- HEAD/SILL $dam I%O p A m�u Od u a ii ii I ii i I V t ti C > 8 ��; I n i/ n I Oaao ---- -=E_= —=___ _=_- -- _i+____= O n n o ----=11- r o I - -- p I m g J ii ii "' 4 I n u Hit. 0 ,a3 II II �� I II it S II II i I II II I N � _ N 11 II N I II II I 3 LL______ LL______ P3 W n J j ii----- I ^r I n ji ii I = oM" d N C !2 z Jw>i ii ii n n us —Iz U 5 1/2'MAX. ---- ---- = Sam 5 1/2'MAX. n 47 3/4' HEAD/SILL HEAD/SILL "� C Z D.L. OPG. (VENT) CORNERS 47 3/4' CORNERS '$ 3 a rn THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. D.L. OPG. (VENT) Ig " SHUTTERS ARE NOT REQUIRED. 50 1/8' „ ��a VENT WIDTH 50 1/8' O VENT WIDTH SERIES 605 ALUMINUM SINGLE HUNG WINDO{Y TYPICAL ELEVATION TYPICALEL DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. EQUAL LA IT WITH OPTIONAL FIN (SEE DESIGN CAPACITY CHART) EQUAL LITES APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) _0 a R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o 0 rc WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING y S ) WINDOW WIDTH MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH (FIXED) m >> LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL = - WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT)I WINDOW WIDTH - 5..375375" " D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" n cme $ oTHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y o$ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING RICH VELOC oy LAMINATED GLASS HURRICANE ZONE (HVHZ). INSUL. LAM. GLASS IBY OR 2BY WOOD BUG LARGE MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. .i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr.JAVAD AHMAO PRADUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML N S FIA.PE III 70592 as complying with Ikw Florida ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A. 5538 Building Cod* �` . NOT PART OF THIS APPROVAL. Acmpl*nc*N*KA.0611.O/a ;q A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. imlion Duta 1 17 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. U 2 2011 Mi ado tkodua drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W06-34 COME INTO CONTACT WITH OTHER DISSIMILAR MATERMLLS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 01 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF ��/ (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) /1� GLASS TYPES WINDOW DIMS. GLASS TYPE'C' 'D' k'E' GLASS TYPE'F'GLASS TYPE 'G' LASS TYPE' GLASS TYPE '1' LASS TYPE 'F WINDOW DIMS. GLASS TYPE'F' Z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) E%T.(+) 1NT.(-) EXL(+)INT.(- EXT.(+) INT.(-) .(+) INT.(-) 31 WIDTH HEIGHT EXT.(+) 1NT.(-) 26 0 W 70.0 70.0 61.0 61.0 BO.0 80.0 80.0 60.0 60.0 B0.0 80.0 80.0 32 19-1/B' 80.0 115.0 26-1/2" 26, 70.0 70.0 61.0 61.0 80.0 80.0 80.0 BO.O 80.0 80.0 80.0 80.0 BO.080.0 26-1/2" 26, 80.0 115.0 25 C (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (4) 80.0 115.0 0 0 c0i 53-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80,0 80.0 60.0 53-1/8' 80.0 115.0 a 19-1/0' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 19-1/8' 00.0 115.0 1%c 4 26-1/2 3g-3/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2' 38-3/8'r:0!00'- 00 115.0 0 GIS 37' (4) 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 37• (4) 0 115.0753- B' 70.0 70.0 61.0 61.0 80.0 BO.0 80.0 80.0 80.0 00.0 80.0 80.0 53-1/8" .0 115.0 0 IL Q Q 19-1 8 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 80.0 115.0 0 d1 0-d. 26-1/2' -5/6, 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 BD.O B0.0 80.0 80.0 26-I/2 50-5/8' 80.0 115.0 ;g 37' (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 J7" (5) 80.0 115.0 Z of 53-1 B' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8" 50.0 115.0 .J 0Z M - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 8. 80.0 80.0 19-1/8" BO.0 115.0 Q W S 26-1/2'S6-5/8" 70.0 70.0 61.0 61.0 BO.O 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 26-1/2" 80.0 115.0 0 56-5/18.. 37' (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 37' (6) 80.0 115.0 N 53-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 BO.0 60.0 80.0 80.0 80.0 53-1/8' 60.0 115.0 J 19-1 8' 70.0 70.0 61.0 61.0 50.0 00.0 80.0 80.0 80.0 00.0 80.0 80.0 19-1/B' 80.0 115.0 3 I 26-1/2 70.0 70.0 61.0 61.0 80.0 80.0 80.0 50.0 60.0 BO.0 80.0 50.0 80.0 80.0 26-1/2• 60.0 115.0 3 n 37" 6) 70.0 70.0 61.0 61.0 80.0 80.0 50.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 37' Vis) 80.0 115.0 Z O O 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 53-1/8' 80.0 115.0 = OM 19-1/8' 70.0 70.0 61.0 51.0 60.0 80.0 60.0 50.0 80.0 50.0 60.0 80.0 80.0 80.0 19-I/B' 72' BO.O 115.0 V 0' 26-1/z• 72, 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 BO.O 00.0 80.0 60.0 80.0 26-1/2' (7) 80.0 115.0 g JZ� 37' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 BOX 80.0 80.0 80.0 80.0 80.0 80.0 37' 80.0 115.0 m J 53-1/8" (7) - - 61.0 61.0 - - 80.0 80.0 50.0 60.0 78.2 78.2 80.0 80.0 19-1/8• BO.o 115.0 y w O 76-3/4' 3 19-1/8' 70.0 70.0 61.0 61.0 50.0 60.0 80.0 60.0 00.0 80.0 80.0 80.0 60.0 80.0 26-1/2' (7) 60.0 115.0 00 00 n 26-1/2"76-3/4� 70.0 70.0 61.0 51.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 37' 60.0 112.2 C OZ^ 37' (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 24' 80.0 115.0 3 Z Q N 53-1/8" - - 01.0 61.0 - - 77.6 77.6 80.0 60.0 74.5 74.5 80.0 80.0 30" • 60.0 115.0 24' 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 36" 48" 60.0 115.0 30' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 42' (5) 80.0 115.0 O 36' 49, 70.0 70,0 61.0 61.0 80.0 60.0 60.0 60.0 80.0 60.0 80.0 80.0 80.0 60.0 48' 80.0 115.0 42" (8) 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 BO.0 60.0 BO.D 60.0 80.0 54' 80.0 109.1 4B" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 fa 54' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 30' 115.0 24' 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 00.0 80.0 36 B0.0 115.0 30' 70.0 70.0 61.0 61.0 60.0 80.0 60.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 42' So. 80.0 115.0 36" �, 70.0 70.0 61.0 SLID 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 46" 80.0 109.7 42' 70.0 70.op61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 54" B0,0 88.4 6 P 48• () 70.0 70.0 P65'1. 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 54' 70.0 70.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 BO.0 30' 72' 60.0 115.0 24' 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 36' (7) 60.0 115.0 c m`8 30' 70.0 70.0 80.0 80.0 00.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 4Y 60.0 112.0 S c 0 8 0 8 36" 72• 70.0 70.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 24" 84" 00.0 115.042' (7) 70.0 70.1) 80.0 60.0 80.0 BO.0 BO.O BO.O 80.0 80.0 80.0 80.0 30' g 90.0 115.048" - - - - 80.0 80.0 80.0 60.0 80.0 60.0 60.0 80.0 ()NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMS 54' - - 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 9r; •I 24" 70.0 70.0 61.0 61.0 80.0 e0A B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 CMLµ PRADUCTg with D .PE/I 70592 av complylgg tYllh Yp F7arldl 30' 70.0 70.0 61.0 61.0 80.0 60.0 80.0 60.0 60.0 50.0 80.0 80.0 80.0 80.0 N.J538 """ing Code Jr0611:0(o g }` �-'110 No 36' 84 - - 61.0 BI.O - - 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80,0 Dataz (B) - - st.D st.o - - Bo.o eo.a g1).D Bo.o Bo.o eo.o 90,oGLASS CAPACITIES ON THIS SHEET ARE ,EP 02 205NOTEt / o aa' - - 61.0 61.0 - - 9D.o 80.0 B0.O eo.o 77.5 77.5 80.0 eD.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) Mien Dadc Product draWin9 00. () NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION W06-34 DECLARATORY STATEMENT DCAOS-DEC-219 sheet 2 of 7 I z 0 1/8'ANN.GLASS 3/16"ANN. GLASS 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS 1 1 120'Interlayer 120'Interlayer 090'Interloyer 120'Interlayor a0 OM Uvekol S Uvekol S Saflex Clear And Color Glass Uvekol S 0 By'Allnex USA,Inc.' By'Alinex USA, Inc.' By 'Eastman Chemical Co: By'Allnex USA, Inc.' IL O 1/e'ANN.GLASS 3/16'ANN. GLASS 3/16`ANN. GLASS 3/16'HEAT STREN'D GLASS G D SILICONE SILICONE SILICONE �" SILICONE O a Q Q o z m DOW CORNING 995 z m DOW CORNING 995 z m DOW CORNING 995 i m DOW CORNING 995 G M s� f N S a, 0 v1 vJ O 70 is 9A ji ji " 9A ij ij a 9A ji 1! n 9 r !i !! g 33 AT 1/4 POINTS ON LTTES ' 33 AT 1/4 POINTS ON LITES 33 AT 1/4 POINTS ON LITES 33 AT 1/4 POINTS ON LITES 10 WIDER THAN 35'ONLY WIDER THAN 36'ONLY WIDER THAN 36'ONLY WIDER THAN 36'ONLY v M m GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPEto 0 = OM V 1/8'ANN.GLASS 1/8'TEMP. GLASS I Z 4 1/4'AIR SPACE 1/4'AIR SPACE z N w O ' 1/8'ANN, GLASS 1/8' HEAT STREN'D GLASS �. ;9 6 t 1/8'ANN.GLASS 1/6'HEAT STREN'D GLASS 0 O m 090"Interlayer 090'Inter) V Saflex Clear And Color Glass Soflex Cleor And Color Glasa 090'Interloyer 090'Interloyer C By'Eastman Chemical Co.' By'Eastman Chemical Co.' Soflex Clear And Calor Glass Saflex Clear And Calor Glass a By'Eastman Chemical Co.' By'Eastman Chemical Co.' 1/6`ANN. GLASS 1/8'HEAT STREN'D GLASS 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS Mtno (" SILICONE SILICONE SILICONE SILICONE GE RG57700 GE RG57700 GE RGS7700 GE RG57700 14 2 2! d 9B �i ii 'a 9B 9C 'o 9C y (u]� z m 0 nl ,1 V yy 0� 1sI� of AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES o 0 33 33 AT 1/4 POINTS ALL SIZES 33 AT 1/4 POINTS ALL SIZES WIDER THAN 36'ONLY WIDER THAN 36'ONLY GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 0 THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. `q NOT QUALIFIED FOR SMALL Engr.JAVPD AHMAD PRODUCT REVISED 3 MISSILE IMPACT AREAS. rML os complying with the Florida 1 AE2 592 Building Code b Acceptance No 15��1�•0� y }` GLAZING OPTIONS ex Imtlonoate By �ProduN' drawing no. 2015 W06-34 sheet 3 of 7 ILLUSTRATIVE DTLS.ONLY 3 TYPICAL ANCHORS TYPICAL ANCHORS ENT.OR INT..FlMSHLS SEE ELEV. FOR SPACING SEE ELEV.FDR SPACING NOT BY TM INDOW METAL MIAMI-DADE COUNTY APPROVED m .CONCRETE •,W Otr BUCK STRUCTURE MULUON &MULLION ANCHORS o 0 1-4 SEESEPARATE NOA Z EDGE DIS4�. EDGE DISI.°• . . a �a•• 00 I EDGE DIST. EO DIST. I DIST. 9 da t OAl Imo _ �oU a N c N Q b a O 1T \ \ TYPICAL ANCHORS TYPICAL ANCHOR LilVaS NZO n SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING V rc�M 8 j TYPICAL ANCHORS IL p ii ii it FOR SPACNc WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS Q i! i! i! i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q t5 3 i i a ii ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. �•z n 0 0 i J J TYPICAL ANCHORS: SEE ELEV. FOR SPACING wE O it it li II C C0' =77 KSI =155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I! I! t5 OPTIONAL TLT II II 15 OPTIONAL TO i! i! 23 SPRING LATCH i! i! zs SPRING LATCH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I REINFORCING L i! 72 REINFORCING ! ! 12 THRU 1BY BUCKS INTO CONC. OR MASONRY m OPTIONS-,,,,III��'II'-'1I OPTIONS 0 SEE SHEET 2LJ[S1J T r SEE SHEET 2 rr 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 5 5 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY(JAMBS) = o a DIRECTLY INTO CONC. OR MASONRY a J w_j © a a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) y JZ (� REINFORCING REINFORCING �` LI GPnONS OPTIONS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _ 0 SEE SHEET 2 z SEE SHEET 2 R h f V 11 t1 14 33L,g O I SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O o m B I !. i. V(L I I I I I INTO METAL STRUCTURES O li li 3 I li li N CZZ q� W R ii ii I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 3 a o R o ALUMINUM 1/8" THK. MIN. (6063-TS MIN.) �J m J J (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TRY F r.o_ X12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") g it ii (NO SHIM SPACE) 8 0 0 TYPICAL EDGE DISTANCE 5 0 5 INTO CONCRETE AND MASONRY 2" MIN. o $H ipp INTO WOOD STRUCTURE = 1" MIN, N 6 6 6A INTO METAL STRUCTURE = 3/4" MIN. OR N a >> 2 WOOD AT HEAD. SILL OR JAMBS SG 0.55 MIN. Oi O i CONCRETE AT HEAD,SILL OR JAMBS 1•C = 3000 PSI MIN. C I 2 C j I 0-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. WI I I o 0 0 II tt tt i IYEEPHOLES: 0.1 m'g'a W2 LII IoW.. N W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG b W2 - 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG - ° E.9,JAVAD AHMAD •;+4 •1 o CML PRODUCT REVISED ° 4A•T.RNAT. FRAV SII.1• %�Cumplying with lye Ploridn FIA.PE Y 70592 '•, ° •' s EDGE CA 3578 Building ^.•a •° °EDGE DIST •. a vsS DIS Acaptonco No T.nll Dae 7 •4 \ TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS BY drowin no. ^° CONCRETE" SEE ELEV.FOR SPACING S U 1 201 ➢udAl'rOducf 9 FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) sheat 4 Cf 7 VENT WIDTH ITEM PART B QTY. DESCRIMON MATERIAL MANF./SUPPLTER/RBMARKS 3 1/4'MAX 1 GW-36783 1 FRAME HEAD 6083-T6 - O D.L.OPG. �� 6053-TS - SHIMS 2 GW-37731 1 FRAME SILL(4'HIGH) 1/4'MAX, 18 2A BA-3605 1 FRAME SILL(3'HIGH) 6083-TG - 'j, 3 16 SHIM B 13 17 TYPICAL ANCHORS 3 OW-31445 2 FRAME JAMB 6063-T6 - SEE E FOR SPACWG 4 GW-36706 1 MEETING RAIL8083-T8 - F N al METAL 7 19 5 GW-38885 1 VINE TOP RAIL 6063-76 - O o 0 STRUCTURE ' o,v 6 GW-37730 BOT 1 VENT TOM RAIL(4'SILL) 8083-T6 - a d a u BA GW-37559 1 VENT BOTTOM RAIL(3'SILL) 6063-T6 .-.:_:-•--.-:_:-.---. ..-• :_:._:----.:_:.-.----: .. 7 GW-31734 2 VENT JAMB SBLE 6083-T6 - Q�1 n {a •�' 8 GW-31470 2 VENT STOP 6083-T6 - D `i TYPICAL ANCHORS __________ ___________ = g 9 19-56 4/VENT GLAZING BEAD ANGLE 6063-T5 - O a Q Q SEE ELEV. .v 5 9A TM-123 4/VENT GLAZING BEAD 6083-T5 - Q$� FOR SPACING --___ ..........._ ---------_- 98 TM-170 4/VEM GLAZING BEAD 6063-76 - O 9N _ .. W�LL -" 9C TAI-181 4/VENT filA21NC BEAD(INSUL IAM.GU155) 6063-16 - EXTERIOR 10 #8 X 1/2' 12/VENTGLAZING ANGLE SCREWS STEEL PH SMS rI D�81 F7 3 WOOD BUCKS 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL/FRAME SILL Q W D.L. OPG. (FIXED) 12 2240 (1) STRIP FIN SERI.WEATHERSTRIP - VENT TOP O 13 3722 (2)STRIP FIN SEAL WFATHERSTRIP - VENT JAMB STILES N WINDOW WIDTH 14 - 2 1 1/2'x7/81.3/4'FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5'FROM ENDS CAST VENT TOP TYPICAL ANCHORS SEE ELEV.FOR SPACING 15A TM-116A 2/VFNT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTTOM RAIL °r TYPICAL ANCHORS0 r0 e SEE E.FOR SPACING 16 - 4/VENT VENT GUIDE NYLON VENT INT.CORNERS O O 17 - 2/VENT CALDWEU.SPIRAL BALANCES - AT FRAME JAMBS = OM S 1/4'MAX. 1/4'SHIM 18 NVR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS � a, V idi. SHIM 16 Mo. I - m J Z 3f 8 13 I 19 N69 2/VENT CALDWELL BALANCE CUP - VENT BOTT.CORNERS J m 3f 20 2 #12 x 3/4'P.H.SMS STEEL (1)AT EACH BALANCE y N W U eyoj? 7 21 - 8 #12 x 1'P.H. SMS STEEL FRAME CORNERS 3 O m •- 22 - 6 X10 x 1'P.H.SMS STEEL VENT CORNERS V d n 4 Q8 z 3/4'F.H.SMS. STEEL (2)AT EACH 24 - 4 MI6 x 3/8'F.H.SMS. STEEL AT EA.PLASTIC GUIDE B 5 _ 25 - 1 7x1 3/16.3/4x1/6'CHANNEL STEEL AT VENT TOP N p CL 26 - 2 1.1/4 THK.x4'LONG BAR ALUM. (1)AT EA,MTG.RAIL END rn0 27 - 1 1/2xlxl/2x7/8'CHANNEL STEEL AT MEETING RAIL - - - - - - - c 26 TM-161 2 FIN TRIM FOR JAMBS 6063-T6 29 TM-163 1 FIN TRIM FOR HEAD 6083-T6 - $ 30 fT-M -164 7 FIN TRIM FOR SILL 6063-T6 - 'YTi WINDOW WIDTH 31 -179 1 MTG.RAIL REINFORCING CHANNEL 6063-T5 AT MELTING RAIL 3 MIAMI-DADE COUNTY S2 -178 1 TOP RAIL REINFORCING CHANNEL 6083-T5 AT VENT TOP 0 m °4 0 APPR•D CUPPED MULLION c m e FRAME WITH FIN OPTION SEE SEPARATE IN 3J - AS REOD. SETTING BLOCKS EPDM DUROMETER 8015 SHORE A u X� R TYPICAL ANCHORS & S1,181 SEE ELEV.FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ° o m SILICONE OR ACRYLIC SEALANT. m .5°g S Sm _ � 8 m c �° O m - En9r:JAVAD AHMAD PRODUCT REVISED FIA.PE L70592 m complying with Tho Florida i _ C.AN. g Building Code _ _____= Acceplaaco Nol '0(W O{o •• j;• 17 P� By O EXTERIOR ' O 1 'F MilePtod)d drawing no. WINDOW WIDTH WINDOW WIDTH WO6-34 sheet 5 of 7 3.042 1-1.425--I .125_i � �cp U I I .0g2 ,500 .436 1.55 ,062 847 .os2 0 2.s00 .062 27 �I 1.ao0 -r O .soT- ,Ov 3 L 3.069 3.719 1.00�12�f 0 Il n Q m 1.092 I - p .622 g V -II 1.406 F �ry7 1.030 n .3.188 28 JI ..530 •500 O F a �i f--.250 9A O FRAME HEAD 1.925-�i 3.097 .045 .405 2.375 MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS 0&¢c 1.000 I� 29 NAIL FIN (HEAD) STEEL ALUMINUM 0 3 I FRAME JAMB 3.340 1.250 385 {L 2 m 1.000 uI .938 .040 Q w 1 J 2.188 �I 1.688 '052 .082 .062 2.190 1.1 B7 1.188 .888 9B ,60. .5n0 0 JI_ � a .125 .923 I 1.375 2.500 25 32 o n TOP RAIL REINFORCING TOP RAIL REINFORCING a rn Q FIXED MEETING RAIL VENT STOP 28 NAIL FIN (JAMB) STEEL ALUMINUM 0 a 41.375- .199•-----{ .1&3--{ ,, L1.188--{ I9C540 040 .500 03 '••1 Z � m Y 0 .052 1.324 z y w VF .923�1 -a�m1. 2.250 1.374 062 999 .062 .3.277 1.214 1.389 $ 3Z< .A 2.500 GLA2ING BEADS EL 0. O Qs VENT TOP RAIL 7 SASH SIDE RAIL Jo O O NAIL FIN (SILL) ® LATCH LOCK 3og 2.202 • g�� 3.245 .997-^{ 0 a 2.202 3.245 qq �z 9971 .062 3.812 .062 n 4.312 m m P w LL 4.347 2.830 3.927 3.330 3.439 3.359 .062 2.939 .062 Eng cmVAD CAN MAD PRADUCT RP.VISED N N 3 T- FLA PE g 70592 e9 complying with the Florid¢ $ 3 .684 ,684 C.AN 3530 Building Codd Acttpinoco No JS-0 x(,06 M--7.141 b-7.141 Expiration DL By 1.375 2 2015 by mKl drawing no. W06-34 Q VENT BOTTOM RAILS Q O FRAME SILLS 0 NOTE:EITHER SRL CAN BE USED sheet 6 of] N N 7 cr X38 �n O N N O r� ca 0 0 _ m ame b °Qa � a �y 'Cl T 1 os o V e date: 04-24-06 revisions: SERIES 605 ALUMINUM SINGLE HUNG WOW.(LM.I.) AL-FAROOQ CORPORATION a V o W�.01.15 . esc ion reale: 1 2'-1' tv.PER ecce c .EH ENGINEERS&PRODUCT DEVELOPMENT / TM Windows, LLC. f ss EEwF.oPrroes nm. 1543 N. POWERLINE ROAD MMIAMMI,FLORIDA3317aC .MANID PDAED FOR 3007 FEC POMPANO BEACH. FL. 33069 TEL(305)264.8100 FAX(305L sez�78O CHM1NGE TH6 SHEET CWWOE lN6 sHEEr TEL-(954)781-4430 FAX. (954)781-3595 COMP-ANL\W06-347MW Florida Building Code Online Page 1 of 2 �l ...'da Pep,ftan^ ty ( SCIS Home ( Login User Registration Hot Toplcs I Submit Surcharge j Stats&Facts i Pubilcations 1 FBC Staff j BCIS Slte Map ; Links { Search art3us ines "k"'Z ) product Approval ProfesSl9 � USER:Public User Regulation l 11. Product Anoroval Menu>Product or Application Search> Iplicat(on Lis >Application Detail LLiiL1;��Yi111��YY171�Y�i'iG11dRk�4W.�'_. . FL# FL17860 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach,FL 33021 (305)888-0077 Joe-_slxto@usalum.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Exterior Doors Subcategory Swinging 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 i Florida License PE-70592 Quality Assurance Entity —National Accreditation and Management Institute Quality Assurance Contract Expiration Date r 727T/2019 Validated By Jesus Gonzalez,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17060 RO COI SS-Outswina Door-Cl 2014.0f 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDot2ZOX6B2Y 1... 11/6/2015 Florida Building Code Online Page 2 of 2 y Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 Summary of Products FL# IModel,Number or Name _Description 17860.1 Series 230 Aluminum Outswing Door Large missile Impact resistant aluminum outswing door. Limps of Use Installation Instructions Approved for use In HVHZ:Yes FL17860 RD II SS-230 Aluminum Outswing Door(LMI)W15-32.odf Approved for use outside HVHZ:Yes jVerified By:Javad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.,+80/-90 Evaluation Reports Other:See drawing 15-32 for span vs load combinations and FL17860 RD AE SS-230 Outswlna Door(LMI)-PAE 2014.odf Installation details. Created by Independent Third Party:Yes 17860.2 ISeries 230 Aluminum Outswing Door Non Impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17860 RD II SS-230 Aluminum Outswing Door(NI)W15-33.ndf Approved for use outside HVHZ:Yes Verified By:Javad Ahmad PE#70592 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+60/-69.7 Evaluation Reports Other:See drawing 15-33 for span vs load combinations and FL17860 R0 AEf SS-230 Outswino Door(NI)-PAE 2014.Ddf Installation details. Created by Independent Third Party:Yes 17860.3 ISerles 249 Aluminum Outswing Door Large missile Impact resistant aluminum outswing door. se Installation Instructions Approved for use in HVHZ:Yes FL17860 RD TI SS-249 Aluminum 0utswing Door(LMI)W15-30.odf Approved r-use outside HVHZ:Yes Verified By:Javad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+SOD/-141 Evaluation Reports Other:See drawing 15-30 for span vs load combinations and FL17860:RD AE 249 French Door(LMI)-PAE 2014.3df installation details. Created by Independent Third Patty:Yes Contact Us:;1940 North Monroe Street,Tallahassee FL 32399 phone;Oso-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of MOP,;:Prlvacv S[a�ement;:Accessibility Statement;:Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released*hi response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or:by traditional.mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Modda 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.Howeveremall 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 avaiiabie:to the public.To determine If you are a licensee under Chapter 455,F.S.,please I click here.. Product Approval Accepts: i... scouri •�;t�rsti�;s' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y l... 11/6/2015 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3- METHOD 1 OPTION D Fl.17860 Date:7/01/2015 Detailed Product Description Manufacturer:T.M.WINDOWS,LLC. Manufacturer Address:601 N.W. 12TH AVENUE—POMPANO BEACH,FL.33069 Model Name:SERIES 249 ALUMINUM OUTSWING DOOR W/SIDELITES Maximum Frame Width:42"(X)/80"(XX) Maximum Frame Height:109" Maximum Load:+100 PSF,-141 PSF(Large Missile Impact) Installation Drawings#W15-30 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) ASTM E283 Air Infiltration Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson,P.E. Leakage Laboratory ASTM E331' Water Fenestration Testing 1/03/2011 ' FTL-6168 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory &TAS 202 ASTM E330 Uniform Static Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson,P.E. &TAS 202 Air Press. Laboratory AAMA 1304 Forced Entry Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. Laboratory 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcens.com alfarooa@afcene.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) FBC 1626.2 Large Missile Fenestration 1/03/2011 FTL-6168 Marlin Brinson,P.E. (TAS 201&203) Impact& Testing Laboratory Cyclic 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 Evaluations\TMWlndow\2014 FBC\Swing Door\249\249 French Door(LMI)-PAE 2014.doc 1235 SW 87'Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcene.com ' aifarooaC@afcens.com HEAD/SILL ANCHORS AT STILE ENDS 41 7/8' (6)AT 3"O.C. FRAdTE WIDTH �• ��n FRAME WIDTH ,D 6"MAX. � 3" Z !�3,• 6"MAX' 15" SURFACE APPLIED HEAD/SILL 15"MAX. HEAD/SILL HEAD/SILL FALSE MUSED CORNERS ---- HEADjS1LL Q •`j CORNERS /J MAY BE USED CL O w � a i Hs EG OPTIONSSHEET 5 Q'q INN o IL jr ---il_L_ / I ii\ LL z N o W m U O to -NiN w °i \LOCK OPTIONS j 23 Lf ¢ f SEE SHEET S «. T .� I I \ I 3. l7 v i u�•/ \ I: j gGi _i LOCK OPTIONS SEE SHEET 5In GLASS D.L.Q. DIMS. r. \ ! / c l O N t¢il i ... . ' D.LO:HEIGHT (DOOR & SIpELITE) = FRAME HEIGHT - 14.875" t�,_Z D.LO. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" .O •"D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 20'}j2 U 1 ... .. (.INACTIVE _ ACTIVE !i! z 4. DOORSjSIpELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. �ILI=w a -SHUTTERS ARE NOT REQUIRED. 30. M m - - ! D.L OPG. ` a 30' ' 29 7/8" •?m tiI o- D.L. OPG. D.L.CPG. SERIES-249 ALUMINUM FRENCH DOOR YT/ SIDELITES 36 5/8" 38 5j6" " ! LEAF WIDTH APPROVAL APPLIES TO SINGLE,(X) AND.DOUBLE (XY) LEAF DOORS LEAF WIDTH 36'5/6" I!t WITH OR WITHOUT SIDEL-ITES:-.. ._'°-' .. .... — ��I '. . '. . LEAF WIDTH •.... ._. c j SIDE SHEITESET CAN BE ON ONE OR BOTH SIDES OF DOOR. TYPICAL ATION .D,P` E,ADON D II SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. —_. F-EL-V_ � ' ( X ) ( xx ) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY H REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY gTpTpJ,R LEAF DOOR DUAT, LEAF DOOR HURRICANE ZONE (HVHZ). DOOR OPTIONOWNS LQADS T4 THE STRUCTURE. o m ! ._o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS A-THS PRODUCT EVAUTALON ODCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE WFORMAnON FOR A SIE SPECIFIC FL #17860 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I PROJECTERE•,i.e.WHTHE SIE CONDITIONS OMTE FROM THE P.ED. 'o-°e t ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE IB-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND LL 11111 IIA NOT PART OF THIS APPROVAL. tj INSTALLATION OF THIS PRODUCT aksFo ON THIS PRODUCT EYALVAPON j ON DDCUTAHENTDOES NOT DEVIATE FROM THE CCNDNONS DETAILFb A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �F;•VOyF �I��I� . ALL SHIMS 70 BE HIGH IMPACT, NON-META !C-THIS PRODUCT B641-TION DOCUMENT WILL RE CONSIDERED INVAUD IF „� G NON-METALLIC AND NON-COMPRESSIBLE, f ALTERED BY ANY MEANS. HO 70S9i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ,a-ST"SPECIFIC PROJECTS SHALL BE PREPARED BY A FLDRroA REGISTERED .'• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I FORN'IN�E rRaECIr,M+MDr owino LLLVILiE ee ESPON a ECOR PROPER REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.ED.ENGINEER OF RECORD,ACTING FO A DELEGATED -•Afl."" a ENGINEER TO THE P.ED.ENGINEER SHALL.SUBMIT TO THS LATTER THE SIE O L"TIE OF t{/ drawing no. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW, �•"�;-., �toxlo>` ��'�` erg 5_30 [N ACCORDANCE WITH SECTION 171 0.8.3 OF FLORIDA BUILDING CODE !E-Tors PF.D.sxuL BEAR THE DATE AND DRmLNAL SEAL AND SIGNATURE OF / S ��` LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFESSI.NAI ENGINEER OF RECORD THAT PREPARED I, A/A,lQly/gI„ �� sheet T of 16 ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4•.7"& 10"FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDELITES FRAME WIDTH (6)AT 3"O.C. TYP.AT HEAD/SILL m m! 1 1/4"MAX 1 1/4'MAX 41 7/8• 80"MAX. SIDELIIE FRAME WIDTH XX DOOR FRAME WID SIDEL FRAME WIDTH I a I: I 6"MAX. - _ 15 MAX• i SURFACE APPLIED Q w m HEAD/SELL Tom• HEAD/SILL FALSE MUNTINS a CORNERS MAY BE USED O O p V o e1 I / i \ u p a'a o HINGE OPTIO(1S \ ii II 1 Q W SEE SHEET/5 _�+__ __t=_ {6 2In (ya � W5l rI � goo m a ! fir-'-' DIY____ I n W W b o i II II 4$Im 13Irn M.0.. O O \LOCK OPTIONS I' ii / ii al� o rl SEE SHEEP 5 \ I 23 En Za- \ / INACTIVE ACTNE �• 30" 29 7/8" 30" D.L OPG. DE OPG. D.L. OPC. .. D.L. OPC. a� U .. 38 5/8" - a . . , 38 1/8' LEAF WIDTH 38 5/8" 38 1/8" LEAF WIDTH LEAF WIDTH LEAF WIDTH v TYPICAL ELEVATION ( OXXO ) v j N° WTTA PANEL SiDELITES LEN; of c O 111111111/// SIDELITE OPTION y.••'VOEN3�l` i j H No.70592 s�::oF drawing '%...towvR• W15-30 FL #17860'�r�sipi��''1' 1\ sheet 2 of 16 • 109"MAX. FRAME HEIGHT 104 1/4"MAX. O S D.L OPG. \m N m O f mF" i N • F• z N El E5 o m Vpp xx p�+J � � � • " // NN m NN X rIV C9 y X t c m Kr- -_----_______ ----- o-_______ b '4 r rcz- E\ o •.- rn I 1 I 1 H \ PNA i op II 11 , N II II II ,1 �I II II �� 11 ' II II • \ II I' u u \ n u u it u y II a II u K �0 'O CI ym'o S 4 1 Fes- 'w` mo MAX.X. 12"MAX. `o 3 JAMB JAMBS FPz"+ CORNERS ,m„m> Boz �m Ns 0 oz� o N0 r co 46•. !,Oji• . : z s eats: Os-ss-ls revisions: SERIES-249 ALUM OUT-SH7NG DOOR W 510ELRES LM.I. AL-FAROOQ CORPORATION ^a f. se le: Icy=i•_p• ........ _._ 1236 S.W.87 AVE � 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 POMPANO BEACH, FL. 33069 TEL.(305)2648=0 FAX.(306)2628976 C O Q P Renk by:__,� -- --------- -- TEL.(954)701-4430 FAX. (954)787-5070 COMP-ANL\W75-30TMW m 41 WIDTH WINDOW WIDTH^ O m h FRAME WIDTH 28" 6"MAX 15^MNC. D.L.OPG. (FIXED) o HEAD/SILL HEAD/SILL At 10 1/2' d CORNERS 14 MAX. 5"MAX. HEAD CORNERS O v v I I a 0 W m O I j O �mF O O n. LLZLo_,om, c�m 4 "�' 3 �— QwNE► 0 0 a m 10 14 I NI N�p I 0 74/ n O m 23 / m SILT. 0 I / D7 0~5 a J / I 28 7/8" >= Op N m m o C1 //• I VENT WIDTH !Z Z a i D1 I Z v 'LOO to CL m � i 30' NOTE: D.L. OPG. a -�o SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. j 38 5/8'• Dp = +65 '� .. .`. . .• ._... o` F LEAF WIDTH —80 PSF I i • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD _ TYPICAL ELEVATION i ( X ) FOR DESIGN LOAD CAPACITY SELL SHEET 5 c m o I SINGIE LEAF DOOR WTTH SINGLE HUNG WDW INSERT o 0 1 C S H WINDOW INSERT OPTION No.70592 _ �•I a a"''OF �� drowi0 FL #17860 1/ 10 5W1c 4 030 1 lu DOOR WIDTH I DOOR WIDTH FRAM i,Y111 idol z n 3 QIL "IL G3 izi CL I a IE ao ACTi o'owa s ACTIVE INACTIVE ACTIVE IVE ow 3 a ecd , (X) ( ) J0W mII SINGLE LEAF(X)DOORS WITHOUT SMELITES DOUBLE LEAF(XX)DOORS WITHOUT SMELITES ' SINGLE LEAF(X) DOORS WITH S.H. INSERT Q w.� U DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF O GLASS TYPES GLASS TYPES GLASS TYPES. GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT 'A'OR Al 'B'OR'B1' FRAME WIDTH FRAME HEIGHT'A', 'A1.,', 'B' OR'B1 FRAME WIDTH FRAME HEIGHT 'A', 'Al'. R.OR'B1' o INCHES INCHES EM.(+ - .(+)INN.(-) INCHES INCHES EM.(+) INN.(-) INCHES INCHES1 EXT.(+) IM.(-) 42 109 BO.01 80.0 100.0 1 141.0 BO 109 BO.0 80.0 42 109 65.0 aln " a ' EXi.(+)LOADS'SHOWN ABOVE ARE WITH HIGH THRESHOLD � EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD CLASS TYPE'F'0 S.H.WDW to p m FOR STD.THRESHOLD LIMIT EM.(+)LOADS TO 58.0 PSF FOR S70.THRESHOLD LIMIT EM.(+) LOADS TO 55.0 PSF EM.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD 3 n". FOR STD.THRESHOLD UNIT EXT.(+)LOADS TO 58.0 PSF J41� � J) I�' ON1� 1 z n ' cn ' INI Zia LOCKS: HINGES: OPTION $1 OPTION #1 STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON I 7-5/8" LONG ALUM BUTT HINGES, AT 12"FROM EACH END E)(TERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. .- AT EACH ACTIVE LEAF LOCK STILE, 48"FROM.BOTTOM - •• ' ' i "' OPTION !E2 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END I EMERIOR AND THUMB TURN ON INTERIOR h AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE. 39-1/2- FROM BOTTOM ° I FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2- MIS NOTE: 1 1 MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH 2 5/16-18 X 1-1/2 MS GLASS CAPACITIES ON THIS SHEET ARE AT TOP & BOTTOM OF EACH LEAF LOCK STILE BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• (4) AT DOUBLE(XX) DOORS. 2) AT SINGLE(X) DOORS SEALANTS AND FLORIDA BUILDING COMMISSION [OTTOM DECLARATORY STATEMENT DCA05-DEC-219-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS ANO GLAZING BEAD TO PANEL SEALED c I-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT.NED WITH (2) 712-28 X 2-1/4"OH MS SEAMS BETWEEN MULUON AND JAMBS SEALED WITH SILICONE.LIC STRIKE PLA1E AT 40' FROM BOTTOM ;:°%- ! ;ACTIVE LEAF LOCK STILE FASTENED WITH '�X 1/2" FH SMS ALLY OPERATED CONCEALED FLUSH BOLTS Nal -=�r �= o _P & BOTTOM OF INACTIVE LEAF LOCK STILE `-' TORS AT 10-1/2" & 76-1/2"FROM BOTTOME/.apFNED WITH (2) #B-32 X 1/2" FH MIS BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFSo �LENGAGED DURING PERIODS OF HURRICANE WARNING) FL #17860 /!lllllllll\71 sheet 5 of 16 STATIONARY PANEL(0) OR DOORS WITS SIDELITES SIDEUT W. DESIGN LOAD CAPACITY - PSF NOTE: r � In GLA PANEL/DIRECT SET SS TYPES GLASS CAPACITIES ON THIS SHEET ARE 1 FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A'•'a1', 'e'oR 'DI' BASED ON ASTM E1300-09 (3 SEC. GUSTS) Z n li INCHES INCHES INCHES EXT. (+) INT.(-) AND FLORIDA BUILDING COMMISSION 0 m I� DECLARATORY STATEMENT DCA05-DEC-219 H � 41 7/8 (x) _ a1 BD.O 69.7 i 48 80 (XX) 41 7/8(X) IL) Q:O01 85 80(XX) 48 80.0 69.7 wI �' IL w U f 41 7/8 (x) 0 O r 91 so(XX) 48 80.0 69.7 97 41 7/8(X) 42 80.0 79.6 O m r 80(XX) m I OaQQB 41 7/8(x) 0 m¢ g 103 a0(XX) 42 80.0 79.6 sranONaRr(o) Q g 3° 6 109 41 7/8 (x) a, 7/a 130.0 eD.o DOOR w. SIDELITE w. SIDELITE IV DOOR W. SIDELITE W. I? 80 C. I Q w.ry•F EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. n LOWER VALUES FROM DOOR OR SIDELITE CHART \ \ WILL APPLY TO ENTIRE SYSTEM. \ \ U \ \ I z J W ,�In to<I ro =U XO (OX) (0X0) � rf0`rm �e13 0 3Z -- 7r'aiSIDEUTE W. DOOR W. SIDELITE W. DOOR W. I Z d v I I �0O g F: to CL_4 I - I k DIRECT SET SIDEUTE WIDTH DOOR WIDTH o� LEAF IWIDTH m 1-,/4" ACTIVE (Oxx) (OXXO xxo ) •0 0 ( ) = PANEL SIDELITE WIDTH DOOR WIDTH d (x) LEAF IDTH �P:VeENBF ! i I NO.705M / INACTIVE ACTIVE •'•.• 9`"e OF 0 PANEL SIOELITE WIDTH DOOR WIDTH A�S��..AL (XX) FL #17860 sir 111 11� sheet 6 af16 3/16"HEAT STREWD GLASS ! u 3 3/16°HEAT STREN'D GLASS 1/4'AIR SPACE 3/16"HEAT STREN'D GLASS 1/4'AIR SPACE 3/16'HEAT SERENO GLASS 090"Interlayer —3/16'HEAT STREN'0 GLASS 3/16"HEAT STREN'D GLASS 090"Interlayer Z n Sa1`1 Clear And Color Glass DuPont SentryGlas \�By 'Eastman Chemical Co.' 090'Interlayer o90"InterlayerBy'Kuraray America, Inc.' 1/8"HEAT STREN'D GLASSSoBex Clear And Color Glass DuPont SentryGlas 3/16'HEAT STREN'D GLASS By'Eastman Chemical Co.' By'Kuraray America, Inc.' ' -3/18"HEAT STREN'D GLASS 080"Intedoyer �°M o loi DuPont SentryGlas SILICONE 3/16"HEAT STREN'D GLASS `3/16"HEAT STREN'D GLASS SILICONE By'Kuraray America,Inc.' Q w GE RGS7701 GE RGS7701 SILICONE SILICONE GE 1200 GE 1200 OE RGS7701 I/8"HEAT STREN'O GLASS �i D u. GE 1200 w GE RGS7701 C GE 1200 � ai SILICONE D z ut w m GE RGS7701 0'O w m z m 0 z m i n n y GE 1200 y>a g 3 A fit nm �i p� /374'zIn LII m _ o! 41 \ P – JOcmNvr�r� t 4 ALUMINUM 4 v ALUMINUM r Q w lI W SPACER w ,I w SPACER I O 1 �c d8 SMS �c $8 SMS w I \ 1 w AT4-1/2'FROM ENDS w AT 4-1/2'FROM ENDS / Ano . \ w 10-1/2"O.C. AND 10-1/2"O.C. � 1 Ed 39 AT 1/4 POINTS ALL SIZESAT 1/4 POINTS ALL SIZES o 39 n _ ca EDD a GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE 'F' �3 M (S.H.WINDOW WITH SINGLE DOOR APPLICATION ONLY) 3x GLAZING OPTIONS I I� OON0 a � ppm � 0r GLASS TYPES GLASS TYPES 'A' OR'B' (ABOVE) 'Al'OR'81' (ABOVE) I,--: C)ato r . SILICONE SILICONE O p. GE RGS7701 0_ GE RGS7701 I F GE 1200 GE 1200 . m m U-35 .. SII \U I III ..� _ ... .. ... _.. ,. .. ... _ .. cl i ..... i N % W\ W\ AT 1/4 POINTS ON LITES \\ 3gw VAT 1/4 POINTS ALL SIZESc m WIDER THAN 36" .2 a 5 m o GLAZING DETAILS AT SIDELITE ` `AAA111utlllgyyy'' � ; No.70692 y. $ S°".01F: dt/� dr inwa g9 no. W15-30 FL #17860 7yri0W1A1 `A� sheet 7 oP16 TYPICAL ANCHORS U ��DIST SEE ELEVATIONS 1f3Y WOOD BUCK FOR SPACING EDGE DISE. �� (SEE NOTE SHEEP 1) \ BY 0D0 BUCK Il(a J n ALTERNATE <• EDGE �; ANCHOR LOCATION �• 00 UCTURE n i I _ � DIST. (SEE NO HEEf 1) r-11. 111-1 j .f i t• I I• 0 ME d166 I 26 N qps WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 e °o16 SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. 6 N I FOR SPACING FOR SPACINGMETAL Q W N O EDDY [STRUCTURE TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1/2"MIN. O FLUS BOLT (Fu=177 KSI,Fy-155 KSI J o cmqv Q_ W PEN 710N Q w`i LJ • ui 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) w • 9 a THRU 1BY BUCKS INTO CONC. OR MASONRY � o' 4 II I I /DUm 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) r I = 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) '; m i n• m DIRECTLY INTO CONC. OR MASONRY I a^I LSEE ELEVATIONS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 rM'1= % a, FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w aI' I /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) ¢ w rA II I INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/1 o xl W INTO METAL STRUCTURES p m m LLI v II STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 3 m i I i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I,i, Q a a_ 6 TYPICAL EDGE DISTANCE F to a OR INTO CONCRETE AND MASONRY = 2-1/2" MIN. 19 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. c i 1 - C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 6 OR I 1/2"MIN. 29 FLUSH BOLT. PENETRATION 28 2 W 16 16 7 7 22 (B 11 6 m� •j I I I m ALTERNATE ALTERNATE OPERATING UNITS d o It j 6 Hs 3/8- WEEPS 8"X 318- .: a: - .v : .v PAJM! / WEEPS .. ...:'.: .v. .v <. `: ..•� ": c a.. �� OENB I, v. 'i 1/2"FROM v °` TYPICAL ANCHORS .a I TYPICAL ANCHORS d'•. TYPICAL ANCHORS• fD SILL ENDS SEE ELEVATIONS SEE ELEVATIONS II I-• ' EDGE DIST. SEE ELEVATIONS I EDGE DIST. FOR SPACING �P EDGE DIST. FOR SPACING No.70692 - •.��" i a a FOR SPACING ,a HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD � - APPR'0 FOR WATER RESISTANCo E .' . .. drawin no. APPR'D FOR WATER RESISTANCE N07 APPR'D FOR WATER RESISTANCE Q S OF LIMB MAX. EXT(+) LOADS 70 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF ''`� •''FL�R�OP'' C9I W15-30 LIMR MAX_ EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS FL #17860��'ill-A�^11Y`Y�` sheet B of16 3/8"MAX. 3/8"MAX. 13 ALTERNATE SHIM I� O SHIM 1B1' ANCHOR LOCATION METAL I 3 • 3 ; o WOOD BUCK 3A z F 3 STRUCTURE �S ACTIVE LEAF I �� - F a c TYPICAL ANCHORS J 16 I t6 1 (I v 38 - - SEE ELEV. I • =_ O a-w o 0 U FOR SPACING � I � � �� a - --- _--_ ------------ ---- - vg �N -I-- __ --------___-____ wa, 0a.QQN I 21 - TYPICAL ANCHORS 0 ajI I'•,a., .�.'v. SEE ELEV. N w 16 EXTERIOR 5 FOR SPACING a W uii g c D.L.orc. ALT. FRAME JAMB LEAF WIDTH Q W DOOR FRAME WIDTH SEE LOCK OPTIONS id $ SHEET 5 � nIJ 3/8" :N 10 m SHIM 13 I r1 3/8"MA%•'` �, MULTIPOINT LOCK--\ O - U JT SHIM I J 4 \' IzI Jla.l tL 3 I t 3 28Y WOOD LICK !fn�U Y —1 �R �ol0 `w IN—ACTIVE LEAF ACTIVE LEAF TYPICAL A E EL I OOD UCNRE O N m I FOR PACS NG I 16 I ~ 4 ( i 6 \ I I?i Z a EL Am 0 a - I w w is 21 21 21 I ENERRE-8 OR EBB-- f 5 - 44SEE . .. - .. .� ... TYPICAL ANCHORS of LEAF WIDTH EXTERIOR SEE ELEV. I LEAF WIDTH FOR SPACING c U LBUTT HINGES CK OPTIONSvl PIVOT HINGES SHEET 5 >{ (SEE HINGE OPTION SHE 5) DOOR FRAME WIDTH C m 0 0 OPERATING UNIT- AH, NITm , ^I ` �P•'VcralsF•• No.70.582 drawing no. . AOR.. �,` W15-30 FL #17880��Si®NAI �� sheet 9 of16 I . • TYPICAL ANCHORS ALTERNATE EDGE 01ST, FOR SPACING ANCHOR LOCATION �� to C\ 3a PANEL SIDELITE INSTALLATION DETAILS ALTERNATE •it ANCHOR..LOCATION h. e�f . .!J �— 38 Q k V 'I I I Ili � �I IL IL q I a Y •.I' .fid - �O G OI 6 F 1 \N vo M Q'or o 16 AIT. FRAME JAMB O 0.<o o ff} N Id #10 X i"PH SMS Q W Vl o 3/8• klAX,. AT 4"FROM ENDS �?a f SHIM.. O AT 6FROM ENDS cell$f0 X 3/4"PH SMS AND 16"O.C. MAX. ,� 15 W wZ a I " AND 24"O.C. MAX. 3 O ;I r I � TYPICAL ANCHORS I E N SEE ELEV. N FOR SPACING 16 I < r O I I II I 1 3 M� _ � II• I I I P 25 16 21 I 21 .I�Nm � = O 5. EXTERIOR I O n .. a .i LEAF WIDTH I LEAF WIDTH I v i 3 Z Q vl W I•I SILICONE I " I BUTT HINGES to F ;SSI F- PANEL SIDELITE WIDTH 1 1/4" DOOR FRAME WIDTH 6 6 ?i i OR OR 19 � 19 m K 29 05 1s 28 © 16 PANEL SIDELITE UNITS @ I u. 7 -- 2 = ALTERNATE p N N < 3/e"X 3/8" $ WEEPS ..<:.. n_..-o . ;.;. �'�•, = c •• 0 70592 iS/'ILL ENDS ° I TYPICAL ANCHORS ��° 'aEDGE DIST. , TYPICAL ANCHORS 0•'•• 8 . Browing no. EDGE 01ST. 1� SEE ELEVATIONS SEE ELEVATIONS F� Op " FOR SPACING FOR SPACING ''`s••••• C9`\ W 15-30 PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT {HIGH THRESHOLDI FL #17860 1111N sheet 70 of 16 FRAME HEIGHT rr 1 D.L. OPG. O °• �J G EXTERIOR u H m n TA i p ,.•., -- ... -- - - - - ---- -- - ----- ,. - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - a�<V p rn Mo `"� 1/4"MAX. SHIM SPACE �^ SHIM 7 EDGE DIST. . N�z O O' . I I II 11 II • - G I N N .II II . II II n v . .•it II H �+ m ry Lt=] r $ Q 11 II (� N 11 C II I m II N III N O z�� z 1•x d m o O m= r•I Z N r N y U] 9 • 0 r 2 Z . O 4 Lj O y� (3 N N � m f CS) y f `tttllll 1111/ p 1 % ca �� tv SYR "fill I � n dela; Og-29—IS revlslons' SERIES-249 ALUM OUT-SH1ND DDDR W/SIDELDES(LMJ.) AL-FAROOQ CORPORATION a 0 n0 0 e ascn Ion j �. °colo;3/8'm 1• I ___ T.M. WINDOWS LLC. ENGINEERS PRODUCT DEVELOPMENT 1235S-W.H77 AVE 60:1 N.W. 12TH AVE. MIAMI, LORIDA 33174 °• dr,by: HAMIo POMPANO BEACH, FL. 33069 C Cl•I ] —" — TEL(306)264-8100 FAX.(309)282978 .TEL..(954)781-4430 FAX. (954)781-5078 --- _... .._.-.-._ ,;� COMP-COMP -307MW 4.000 1.750 4.000 3 r .112 ,060 .093 -b. .062 �tj o .625 .062 Iul, 7. 2.375 � .50T � 7.750 2.375 oz Z � Hw a I I o O o -d i U 1.-7.643 I .090 1.643 F.145, °a. FRAME HEAD i X37 PANEL GLAZING BEAD SIDELITE HEAD/SILL F-3,4657 O U a V TM-099 TM-15N H' 9 GW-30769 I--2.375 8.250 2 125 F._}. a¢> I I L� �.850r T .713 O(I.cc o� �1 I 7.465 .125 0.310 050 �. OJ Osz GW 37888 0.572 715 L Q�3 LL I I 9 CENTER HINGE I �L Z 0- 1.799 ® aWa I 2 2125 SIDELITE GLAZING BEAD (INSUL LAM. GLASS) L26 125 Q PIVOT HINGE ' �l I� 0.248 1.500 4.000 1.500-{ 1.750 0572 GW 37889-A _ 2 2 50 f � DOOR BOTTOM RAIL (g� OUTER HINGE .62 .125 875 i y 19 TM-29236 -� F-102.1 II_i _ d. `DOOR JAMB/SIDELITE FRAME HINGE PIN .0152 1376 4--• X499 _625 28 STD. SILL ADAPTER .500�_l MID RAIL CORNER CHANNELV.062 BAS798 . f w 4 1.750 I I Q �- 1.750 �93 3.681�-1 1^-^x.655 LOW THRESHOLD. 7.658 I o II O N L)P .625 �123.675�-y .635 1.275 p.062 . I4.000 4.090 093 HINGE CAP .250 I In #10 x 1/2" HIGH SILL ADAPTER � I^--1.865 DOOR HINGE STILE F.H.SMS 29 1 _193 Q TM-32995 2 157 .125 INSUL GLASS PANEL ADAPTER .562 I 2.000 4.530 TM-194 j -� 4.659 .093 u �. 9 930 .DOOR TOP/BOTTOM RAIL " 1.595 II `" a 6 "� 3500 o I I 7,689 .625 ' TM-32994 G .554 of 2.040 1.750 S 8 a.000.062 I -4-060-.060 �" vi o II � 2�.ORo I --7.574�I a� o FRAME SILL (STD.) O 'H' MULLION ^ SILL COVER ' I .075 ,625 I 2 SA5797 75 TM-121A u� TM-180 .. !k0�-s0/I 75 4.000 2.12611-- p---2.625- T .2 .625 yl j -TACTIVE LEAF LOCK STILE BUTT HINGE I T o 4 TM-172 8 WEATHER-STRIP ADAPTER 4.659 .093 .062 GW-31826 r 3.790 .999 ```17�111�111 /ITr7j' n .075 I 4.000 �Wp1.:. i� •u � r ��-.vGENBF'.. 1.287 Imo- 300 '. 2.040 938 n 1.750 1.554 .300 1.988 .186 062 Nn.70592 o < a .715 .050 o 1.799 '625 92.0119 1.7791- ® 1.750---I 39 %p0 6'':•d OFA drawing no. •35 a.000 , ;y**Az W15-30 SIDELITE GLAZINGBEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT..FRAME COVER TM-157 4A TM-36048 31 TM-182 9A BA FL #17860 rii lilt 7111 sheet 12 of 16 ITS)&S PART$ QUANTTPY DESCRIPTION MATERLAL MANP./SUPPLIER/RB RKS • _ 1 TM-099 1 FRAME HEAD I 2 B45797 1 FRAME SILL 6063-T6 - (STM.) 6063-TG - IMI 2A 897098 - 1 LOW THRESHOLD 6063-T6 - 3 BA5499 2 FRAME JAMB 6063-T6 - F11-1 3A RA AS REOD. ALT.DOOR JAMB/SIDELITE FRAME 6063-T6 -38 BA AS RE00. ALT.FRAME COVER 6063-T6 -4 TM-772 1 ACTIVE LEAF LOCK STILE 6063-T6 - 0, 4A TM-36048 1 INACTIVE LEAF LOCK SOLE 6063-T6 - d 5 TM-32995 1 PANEL HINGE SRLE 6063-T6 - 6 TM-32994 1 PANEL TOP/BOTTOM RAIL 11 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 - •___-_--- 6063-T6 END OF DOOR STILES(TOP/BOTTOM) O m 8 FD 107 3/LEAF BUTT HINGE6063-T6 SULLIVAN&ASSOC. ['It m ° _ C> o O BA _-_- 3/LEAF PHOT HINGE 6063-T6 LOIRA AT h 4 GW30769 AS REGO. SIDRJTE HEAD/SILL 6063-T6 - C m 0 n 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LACK STILE 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4"LONG m S a, om< 12 FB 1202 2/LEAFGLUSH 8017 ASSEMBLY ALUMINUM SULLIVAN &ASSOC, W MULLIONLa` 15 TM-121A AS READ. 'H'MULLION 6063_-T6 16 32001 AS REO'O. FOAM FILLED BULB W'S7RIPPING .187X.250 T-SLOT 16A 32084 AS REO-D. MULTI FLAP FOAM FILLED BULB W-STRIPPING FRAME TOP CORNER _16B 32011 AS REQ'D. FOAM FILLED BULB W'STRIPPING - .187%.350 T-SLOT I'n SIDELITE CORNER 17 FBGF 2/LEAF FLUSHBOLT GUIDE.LOCK STILE ENDS(TOP/BOTTOM) 6063-T6 M&M PLASTICS . n 19 TM-29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REOD. #10 x 1/2•F.H. UNDERCUT SMS. SrEEI- AT FLUSH BOLTS 311 O ,• 21 - 2/LEAF 1/2"0 THREADED ROD,WASHER&NUT STEEL TOP/BOTTOM END RAILS LEI I'M7 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET I J3 J ' 23 - 1 MULTI POINT LOCK - ACTIVE LEAF,41 FROM BOTTOM 1 J><L LLI - _..- '-_ 25 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES I I (f)¢U v 26. - AS REOD. #10 x 1"P.H.SMS:(ASSY-SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS Oa 13,079828 A5798 AS REOD. 5ID.SILL ADAPTER 6063-15 - Omn ' 29 BA AS REOD. HIGH SILL ADAPTER(USED WITH STD.SILL)' 6063-TS - 13 30 TM-780 1 SILL COVER 6053-T6 - ----- 3,2 H 2 v ' 31 TM-182 - LOCK IDLE REINFORCEMENT 6063-T6 - oJ - .35 TM-157 4 SIDELITE GLAZING BEAD(LAM.GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER I- 0 ak' 35A - 4 SIDELITE GLAZING BEAD(INSUL. LAM.GLASS) 6063-T6 S1DE LTTE GLAZING PERIMETER O 37 TM-155A OPTIONAL - _PANEL GLAZING BEAD 6063-T6 - - DOOR LEAF CORNER -- 38 TM-194 - INSUL GLASS PANEL ADAPTER 6063-TS - 39 _ AS READ. SETTING BLOCKS(1/8"X 3/4•%4'LONG) EPOM DUROMETER 60±5 SHORE A I i DOOR COMPONENTS 11-2 o 6 u of m 26 � c • O 111 L!////'' � • NO'70592 :�O•'•. s ':oF •�j: drowin9 no. FRAME BOTTOM CORNER MID RAIL CORNER ��Ss�ON1AL�1Cs�� r SINGLE DOOR Wj S.M.wow. FL #17860 ///IIIL1111 sheet 13 of1fi' FRAME HEIGHT ....- LEAF HEIGHT 0 x ' N.,. WINDOW HEIGHT SII o N EXTERIOR z z�a � ''� m V m •' � CENN .. Pr 49 ' W H m O.L. PG, k po Dl 3P.- Amv n�pz VENT HEIGHT Amo ,.oma _ NmXN 1/4r MAX r �m •`.�•-`,.,�,-_ z y•I+ SHIM SPACE 0 0` N ' z FRAME HEIGHT N LEAF HEIGHT om�am_ "• v -4 —..___... n� 4- 2 5/6" 3 1/4"MAX. , y SHIM rO t7 O ro y O z ED A .. LJ N .I z O ♦\\\111i1i 111,,, -3 lg m revTslans: -„___�.._. a a dote: 08-29-15 SERIES-249 ALVII OUT-SWING DOOR W SIOELRES L.M.I. AIrFAROOQ CORPORATION 'L no o e escri ion `-- �-•---- � �-"' - ENGINEERS&PRODUCT DEVELOPMENT T.M. WINDOWS LLC. 1235sw.87AVE f 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 POMPANO BEACH, Fl. 33069 T.L.(.0S)264.8160 FAX:(306)262.6978 pp 0 o chk hy: TEL (954)781-4430 FAX. (954)781-5076 COMP-ANL\W15-307MW 4,u � o 3/8-MAX. o i SHIM #10 X 1-1/2"FH SMS � :-3/8"MAX. SEE ELEVATIONS E1 FOR SPACING F� SHiM pml VENT WIDTH3 O o 21 25Y OD BUCK 3 0d WOOD S UCTURR D. PC. TYPICAL ANCHORS O:0 72.1 6SF E£LEV. Q t h 16 1 0. 7.1 14. 16 R SPACING (1 C H aws9ozq U)21 Q W et tiu- 15 RI IR g .-. TYPICAL ANCHORS D.L.OPG.(FIXED) N SEE ELEV. !!{ FOR SPACING dE S.H.WINDOW WIDTH HINGE OPTIONS SHEET 5 LEAF mrnH M DOOR FRAME WIDTH M U SEE LOCK OPTIONS 1 >ty }y Q ' SHEET 5 ��R i pM 1 3/8"MAX. = M. 3/e"MAX. L,.� i SHIM - SHIM .w 3 3Z a . 18Y 3 3 .WOOD BUCK �2 O O METAL F m a srRucTURE ACTIVE LEAK J —� TYPICAL ANCHORS 16 1s ! SEE ELEV. FOR SPACING -o' wo --' TYPICAL ANCHORS 21 ',`.'i SEE ELEV. t6 5 FOR SPACING EXTERIOR ' _ D.L OFG. 1+' S o LEAF.DTH m o FRAME WIDTH I '• No.70682 SINGLE (X) OPERATING UNITS Wl S.H. WDW. ..,DFY drawing no. a. FL #17860 .:'0�.` W15-30 '''%4;SiOA�. �`��` sheet 15 of 16 .1.937ITEM PAR4"g REOD. DESCRIPTION MAIBRIAL MANE./SOPPLIER/REMAKES -,3' ; J46 1.1 GW-31796� 1 FFWJE HEAD � 6063-T6 - .062 2.1 TM-117 2 FRAME JAMB 606 - 3-T6 887- .062�� - r.130 �� FRAME SILL Z 1;3 �- .625 .836 � -T5 4.1 GW-36123 1 FIXED MrG.RAIL 6063-T6 - 2 V i� I -T .250�1 k- 5.1 TM-113 1 STD.VENT TOP RAIL 6063-T6 1.875 6.1 TM-112 1 VENT BOTTOM RAIL 6063-Tfi - O o i0 7.1 GW-31602 2 -__ VENT JAMB 6063-76 - d w _U 1.1 FRAME HEAD 17.1 FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 6.1 TM 115 2/VENi SPRING LOADED EGRESS LOCK®6'FROM ENDS 6063-T6 - Q;D 8A7 - 2/VENT LATCH LOCK 0 6'FROM ENDS CAST - 0 t n 9.1 - AS REOD. GLAZING STOP ANGLE0 ALUMINUM - m -yI 750 - 10.1 - 2 VENT STOP(5-1/4'LONG) -----_-� PLASTIC - 0 6 Q. - 2 SPIRAL BALANCE - CALDWELLco m 0 12.1 - 4 VENT GUIDE PLASTIC - 1.000 '050 1.749 2541 13.1 WV-3045 AS RE00. BULB WEATHERSTRIP NNri - 3 it I 14.1 W43201 AS REOD. FIN SEAL_WEATHERSTRIP WOOL - Q W x.140 15.1 W43371 AS REDD. FIN SEAL WEATHERSTRIP WOOL .937 I 1 • L�1.563-I-T 16'1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS 1 X10 x 1'P.H.SMS c- 17.1 - FIXED RAIL REINFORCING ALUMINUM - n m 4.1 FIXED MEETING RAIL 18.1 DOOR STILE REINF. .. 'DOOR STILE REINFORCMG ALUMINUM - S.H. WINDOW COMPONENTS { 1.7so .940 r .750 .60568 2 / �t6 III IIiI J j Ll 1.1,251.1b2s .06 I / Q 1.562 M ,r U n ONLS I -1750 F- • ' I z 7.1 :'SASH SIDE RAIL 1 i Ii (L .I •-5 STD_ VENT TOP RAIL I I F• a . .969�-• 1 O SENT TOP CORNER 877 1 787 7.875 943 FRAME TOP CORNER .BB2 .062 .674 2. 055 .617 2.1 FRAME JAMB i e.t SASH LATCH o a 2.050 w -y 1.362 �c° 3. •- ,,,171 1 ILL,,,' 2.826 .060 .062 /� SQ'••U°ENSF":" 2.250 - No.703B"r .662 -*•: �� 8 $ `u 6.1 %�1 �h-1.937 I 6.1 0'•• {•^;, OF �.750� ��'• FLOAIDP: 6:1 VENT BOTTOM RAIL 3.t FRAME SILL FRAME BOTTOM CORNER VENT BOTTOM CORNER FL-#17860 n 11 7 sheet 16 of 16 MIAMI-DADE MIAMI-DADS COUNTY 7== PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy T.M.Windows LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is.being issued.under the applicable rules and regulations.governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated.below. The Miami-Dade.County Product. Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve- the. eserve_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. ESCRIPTION:Series 11805"Aluminum Horizontal Rolling Window--L.M. . APPROVAL DOCUMENT:Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (LM.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by A14arooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami:Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each,unit shall bear a permanent label with the manufacturer's name or logo, city; state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RE_NEWAL of this NOA shall be considered after a renewal application lies been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the-expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any.other purposes shall automatically terminate thisNOA. 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.NOAH 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 M1Ann•DaouCeutvrr xpiration Date: May 13,2019 i 15115 Approval Date: August 13 2015 7 Page I 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 24113.2.1 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. 094110.02) 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 203-94 6)Forced Entry Test,per FBC 241112.1,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. FT"457,dated 01/22/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 09-0105.02) 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 aluminum horizontal. 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 NDA No. 09-0105.02) Manuel Z: Product Contro miner NOA No.15-0505.29 Expiration Date: May.13,2019 Approval Date: August 132015 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(CONTINUED) 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 l l/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 5. . Test reports on:.l)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(X- OX),prepared by Fenestration Testing Laboratory,Inc.,.Test Report No.:FTL-39.46, 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,complying with-FBC-V' Edition(2014).and of no financial interest dated 03/16/15 and revised on 08/07/15, 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.14-0916.11 issued to Kuraray America,Inc.for their "SentryGIas®(Clear and.-White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their."Saflex Clear and Color Glass Interlayers".dated 06/19/14,expinng: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. Manuel P01'.P.E. . Product ContrqExOniner NOA No. 505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 26,2015,issued by Al-Farooq Corporation, signed and sealed by 7avad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31109,signed and sealed by Julio E. Gonzalez,RE (Submitted under NOA#091110.02) 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 Ednriundo Largaespada,P.E. (Submitted under NDA No 04-0120.01) G. OTHERS I. Notice of Acceptance No.14-0107.08,issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window. -L.M.I.,approved on 02/20/14 and expiring on 05/13/10. l Manuel P e PY. Product Control Wininer NOA No. 15-0505.29 Expiration Date: May 13,.2019 Approval Date: August 13 2015 E-3 3/16"ANN.CLASS 3/16'HEAT STREN'D GLASS ADDL ANCHOR READ. V FOR INSTNIA71ONS INTO 090°Intarloyar / 090'Intecloyer WOOD STRUCTURES OR -(a - m Soflex Clear And Color Close Kuroroy SentryGlas- THRU WOOD BUCKS INTO MASONRY 74'MAX. Z 3 By'Eastman Chomieat Co.' By'Kuraoay Americo,Inc: WINDOW WIDTH 3/16'ANN. CLASS 3/16'HEAT STREN'D GLASS 9 3/0" J _ MAX. g• HEAD HEAD/SILL 0. 6 SILICONE SIUOONE FALSE MUNONS SILL CORNERS SURFACE APPLIED) A 3' Q 0 2 m GE RGS7700 m GE RG5770D ( EO 4 ,a DOW CORNING 995 y DOW CORNING 995 MAY 3 O I a� 'm II Ij Ij II n n 13 j; I, n 13 � II II II II I, E W ..jl II jl it 4 .Ij �i ,III ,III 4 Q ao 5 a m re AT 1/4 POINTS ON UTES AT 1/4 POINTS ON InES u c3 II II 5 j1 i%•�. Z g 28 / 28 / D •'+0. -- II 11 __ 11 _ \p .+�^ WIDER THAN 36.ONLY WIDER THAN 36'ONLY x s_ TYPE 'A' TYPE 'H' 7/16`OVERALL CLASS 7/16'OVERALL G1A551/8"TEMP.GLASS € II 1L—_ II — mg __� .m ===ter-- ==�i=== n -_ S 3/16'HEAT STREN'D GLASS 3/16"ANN.GLASS 1/4'AIR SPACE 1, 11 li ii B 120'Interlayer 120•Interiayor 1/e'ANN.GLASS 3 1 3 Uvekol S Uvokot S 090'Interloyer z p p u`ri By'Allnex USA Inc. By'Anne.USA,Ina: Soflex Mar And Color Gloss =3 O M v By'Eastmon Chemlcal Co.' 3/16'HEAT STREN'D GLASS 3/16'ANN.GLASS 1/8'ANN.GLASS o: J eL 32 7/8' 33 1/2° iv o J Z SILICONE � SILICONE SILICONE D.L OPG. D.L OP.G. GE RGS7700 GE RGS7700 �' GE RGS7700 z DOW CORNING 995 z N DOW CORNING 995 z w DOW CORNING 995 37 1/2' 3p31�i I y no ji �i °o o it ij W 1 VENC WIDTH Z L" 13 .I li 13 TYPICAL ELEVATION � m 3 z G� [3 •r 0 XO OR OX SIZES F d MAXDUUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER 28 AT 1/4 POINTS ON CITES 28 AT 1/4 POINTS ON LTTES 28 AT 1/4 POINTS ALL SIZES GLASS TYPR'A' CLASS TYPE'8' mics TYPE'C GIAS3 TYPE'D' CLASS TYPE'E' WIDER THAN 36.ONLY WIDER THAN 36'ONLY E%L(+) 1NL(—) EXT.(+) INT.(—) EXT-(+J 1HL(—) l7(T.(+), 1NL(—) E1LT.(+) INT.(—) ; T TYPE 'C' TYPE 'D' TYPE 1E, 80.0 9o.a 90.0 130.0 1 90.0 90.0 1 55.0 55.0 1 79.0 79.0 8 0 1/2'OVERALL GLASS 1/0 OVERALL GLASS 11/16°OVERALL INSUL.GLASS LOADS SHOWN ABOVE ARE FOR WINDOW VENTS.WITH SPRING LOADED ALUMINUM LATCHES, GLFOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO*80.0 PSF, AZING OPTIONS g I3 R O NOTE- SERIES B05 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING WDW. BASED ON ASTM EI300-09 (3 SEC. GUSTS) c $ o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND FLORIDA BUILDING:COMMISSION CHARTS SHOWN ON SHEETS 1 & 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY DECLARATORY STATEMENT DCA05—DEC-219 9 ago +� HURRICANE ZONE FLVHZ.. c m v THESE WINDOWS ARE RATED FOR FARCE&SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER LOADS TO THE STRUCTURE. o MIAMI—DADS COUNTY APPR'0 WINDOWS USING MIAMI—DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Engn JAVAD P1adAD � CML S w APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL L SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE 7dW2 miomplyingwlrn Ow Flofl& g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALOff• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE BoildrogCode ! —0 .. p }. NOT PART OF THIS APPROVAL Accepmnco No WILL APPLY TO ENTIRE SYSTEM. a g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. imtton Date I` ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. BY drawing na. Mum OMENCONACTDIRRALMEET' T APR 2015 W08-81 CINTO WITH OTHER LIMITED TO MTEIAL3 HALL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 7 ~ ADDL ANCHOR REOD. Hui FOR INSTALLATIONS INTOWOODSTRUCTURESOR AODL ANCHOR REOD. THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INFO 111'MAX. WOOD STRUCTURES OR WINDOW WIDTH TMRU W000 BUCKS INTO MASONRY10 1/4 I11'MAX._ WINDOW WIDTHFALSE MUNBNS HEAD\SILL3/8' FALSE MUN{1N5 14 7/8 3' 6"MAX. (SURFACE APPLIED) .3 AT FIX.ULE MAX' B'MAX. SURFACE APPLIED)ILLA MAX. HEAD/SILL p 3 MAY Mug 3 AT VENT CORN/ERS (SURFACE BE USED 3 HEAD 3' CORNERS 9L 1 1 1 1 SILL I 1 1 1 c 4 u 'i n iI II 1� 1 N 4 p.5 a ° ==i====�-__ 5 it i. JL n �i IL ,1 li Q 3� '� i% �� s i' i%• ii jj,I ¢ s M 9 lid. i' �� W z�= ii i' o n x o - - Z JJoI I 11 II _z I v 'i I I II 1 II If II - I I 1 j II II '1 11 II II 3 L JL__ '____TI _ ____JL_ 4 ,l.___,F__ It h D II 11 11 I 11 1 II I 3 H 11 li II 11 1' H 11 jl m 3 P II 9 II 3 •I g �n z p(D QOM v �� 3=ia 2415/8° 50'MAX. 24 5/8' ,JZ D.L OPG, O.L.OPG. D.L.OPG. o D.L.OPG. D.L.OPG. D.L.OPG. Y 0 o g 3 37 5/8' 37 5/8' '� 29,1/4- 29 1/4' m s C O m VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH ZD.O DNS W �z� SOX SIZES ROK SIZES 0 d CL MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF H FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER 0 mas TYPE.'A' GLASS TYPE'H' GLASS TYPE'0' G=TYPE'E• GLAS4 TYPE'A' cuss TYPE'B' EXr.(+) INT.(-) EXT.(+) INT.(-) EXr.(+) 1Nr.(- EXT.(+) 1Nr.(-) ExT-(+) 1Nr.(-) Exc(+) 1NQ-) 80.0 90.0 90A 130.0 90.0 90.0 79.0 79.0 80.0 90.0 90.0 130.0 z o LOADS SHOWN ABOVE ARE FOR WINDOW VENTS MRH SPRING 1 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS c 3 ry $ FOR METALLIC SWEEP LATCHES UMO MAIC LOADS TO-180.0 PSF. WITH SPRING LOADED'ALUM LATCHES, 21 R FOR METAWC SWEEP LATCHES UNIT MAX.LOADS _ R TO 480.0 PSF. uz S>> c O�eiC4 0 om �S'.NN�rd C C<m O W Engr.JAYAD AHMADPRODUC •1 9 C1VLL 7'RHV155D FLA PE 170"2 99cump1yingwithft Ftmift c ,� 4AP •HuUdiegCode Aaeptmtoe No�P1'D � NOTE: uon Dae GLASS CAPACITIES ON THIS SHEET ARE Hy dlewlC BIASED ON ASTM E1300-09.(3 SEC. GUSTS) MiAmi de AND FLORIDA BUILDING COMMISSION WOB--81 DECLARATORY STATEMENT DCA05-DEC-219 7 2015 sheet 2 or 7 TYPICAL ANCHORS TYPICAL ANCHORS . 3 SEE ELEV. 16y FOR SPACING SEE EPACI �� METAL FOR SPACING WOOD BUCK STRUCTURE Tr-�--------------�� •4 n•. - _ 'e n EDGE'DIST: 1I MIAMi-DARE COUNTY APPROVED I 1 Z °4 a a ' °4 a 010 X 3/8'PH SMS R jI MULLION&MULLION ANCHORS Ij Q Qa..''.a,. o G g r� 2 PER CUP 9x \ E DIST. a N j• EDGE t i SEE SEPARATE NOA - I :i� \ \ f DIST. I EDGE GIST. 1 0. 11 U - __ ----- f _ t7�1�rQ 8� a 23 s \N qjQ 0 Ll YARDLONG SETYPICAL ANCHORS yT C WIND LOAD CLIP TYPICAL EANCHORS FOR SPACING a 4�G li ii ii li FOR SPACING 16 2 I i it it !� !i WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O AND TRANSFER THEM TO THE.BUILDING STRUCTURE. ii ii II j, � n !i SEALANTS: TYPICAL ANCHORS: SEE ELEV.FOR SPACING 4 ii i' i ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4" DIA ULTRACON BY 'ELCO' (fu=177 KSI.FY-155 KSI) z ! i! SILICONE OR ACRYLIC SEALANT. D.STRUCTURES o ¢INTO 20Y WOOD BUCKS ORWOOo ro� 'PEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) W = WI = 1-1/4"X 1/4'WEEPHOLES WfiH PLASTIC BAFFLE THRU 18Y BUCKS INTO CONC. OR MASONRY o % 55FCC i' i' i i o AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4" MIN. EMBED INTO CONCRETE (HFAD/SILL) 0 3� W ii V I !j W2 = 1-1'/4" X 1/4'WEEPHOLES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) !I ii ii AT 4-7/e"FROM EACH END AND AT MIDSPAN DIRECTLY INTO CONC. OR MASONRY DODOW3 - 2" LONG WEEP NOTCH AT EACH END Z o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ii ii I I W4 - 1" LONG WEEP NOTCH AT 32" FROM EACH END ", ¢ m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) L g i' i• K1 �U� !i !i ii ii 1/4" DIA. TEKS SELF DRILLING_SCREWS_BY ,ITW'(GRADE S CRS) j- IL !I !I !I !! INTO METAL STRUCTURES O i ii i !i STEEL : 1/8" THK. MIN. (Fy ='36 KSI MIN.) i !i iii ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Is !i 2t 2z j_S I'ON ADAPTER (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) !I iI B74 SRS OR SEF DRILLING SCREWS (GRADE 2 CRS) v INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. s s (NO SHIM SPACE)TYPICAL EDGE DISTANC g ~ W3 ze 11470 CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. H a © W4 70 s INTO METAL STRUCTURE - 3/4" MIN. g v a Soo 3- 2 °_' WOOD AT HEAD,SILL OR LL JAMBSBS SG f c 3 0.55 5MIOR X1 P51 MIN. 1 CONCRETE AT HEAD, SI C-90 HOLLOWAILLED BLOCK AT JAMBS.Pm =20M PSI MIN. _ E.9r:JA AD AHM40 CML PRODUCT'RBVISBD a °' FIA'P QQ 70992 m cowlying adth 60 Ftadb ` a. �5]B BuildiugCoda�'�JD� s i` . • .•..4•-.' • 4° 8 TEE ALAL CA ANCHORS s.-c ° •\• AtuptarnDOtOe .19 3 ,•p 1 I FOR SPACING 'r. P..' I TYPICAL ANCHORS e 3 PER CLIP M a P Browing no. wl L EDGE DIST. EDGE DIST. PR 07.201'. WQ8-81 sheet 3 of 7 • 1/0 lMAX IM i2 � vTxT MOTH m METAL i is s/a•MAX. o STRUCTURE 2a 15 8 SHIMS 'TYPICAL ANCHORS u 3 SFE ELEV. ,1 .FOR SPACING t• za _--_- --___ ❑ 's to a 0 6CREENS OPT. - ='-a-._.:c•=:r:.-=: :-- --:=-- �7�y c gild q< B WWD DUCKS N O TYPICAL ANCHORS 18 iyQ7 SEE ELEV. _ FOR SPACING ¢ D.I.O. 4 =tort to EXTERIOR 5 WINDOW WIDTH xqI.AYOTIT , - OX OPPOSITE 1/4'SHIM O VENT WIDTH 14�MAY' . VENT wIm SHnNa' t rO1 q WOOD RE BUCK U W WO STRVCTVOR TYPICAL ANCHORS z SEE ELEV. Tn =c FOR SPACING :t-0 "g1 ❑ K --__.. --- o za0 ,n .,�• 11 0 "--SCREENS OPT. -_-—-_ __ _ (' { rE7--- o Oil SCREENS OPT,__ fa . a TYPICAL ANCHORS D.L.O.. . SEE ELEV. e Ing FOR SPACING EXTERIOR WOOD SUCKS .s WINDOW WIDTH c 0 TYPICAL ANCHORS z z g SEE ELEV.FOR SPACING MMMT-DARE COUNTY APPR,D MULLION &Y SEE SEPARATE NOA d u r t=_i r VENTS WITH g<m u o W T - SPRING-LOA ED LATCHES . - - --- I lI__..JiI iTI. •�_�� AHhGD SEDPROUCFREVI FTA E t70592 ccmFIyWg_i&fF jQ" 38 If A1 iE.gr:JAVAD SCREENS OPT. qi.t � drawing no. WER'0R. R 47 2Di5 WO$-81 WINDOW WIDTH .WINDOW.WIDTH sheet 4�7 Ile.SHIM IM O VENT WIDTH. 18 ,/SHIMS TYPICAL ANCHORS Q 1 srnucro� ° I5 a �SPACING F t a ' • ps �O �O o " •.•41f49 , r• is . prim 19 —. D :_:-_-_.._:_-_-:—: a ago B �------JSCREENS OPT- ----•-•-•-•-•---- FS a :. W&OD SUCKS !+! 01c1`OQ TYPICAL ANCHORS I6 SEE ELEV. q D.LD. _ 1 1 5 a'1 FOR SPACING EXTERIOR a o WINDOW WIDTH 0 XO LAYOUT n OX OPPOSITE - 3 3 r 1/4'MAX. z o o^ 1/4'SHIN O VENT WIDTH O VENT WIDTH SHIMS I IBY XWQOD13U,CK WOOD SUCKS �I C_ Z.. .. .. .. D. _._._._._. _.___ .. 1-�-��,1 ° TYPICAL-- -SCREENS OPT. `_--_ SCREENS OPT--- - --_-- ----'- —-___ MR S�NG w • �SS� TYPICAL ANCHORS ,•.e ° H IQ a FOR SPACNC EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS JSELEV.FOR SPACING . NIAMI-DAOE COUNTY c ro S, m m SEE SEAPPPARATE NOA y° VENTS WITHSWEEP LATCHES_ LnA.P�, 3g HuiW6og Cbdc �e1 $ �} a'�!•. A trntTa°Date OSS• .'` $ ffi � b I 11. i. SCREENS OPT. H L---� Micro ct drawing nD. . W08-81 APR 205 . e WIEXTERIOR NDOW WIDTH � WINDOW WIDTH Sheet 5 of 7 3.069--�I - I 1.375 1.000 =K PART f RuWrT'Y DE9CSU MN MAMIAL MANF./SUPPIlWRENARKS 4 3 082 •�2 -� 7 1N-130 1 FRAME HEAD 8083-TB - � T- 750 2 TM-1338 7 FRAME SILL BASE 6083-T6 - m 1573 II I _�, 3 TM-134 7 FRAME SILL TOP 6063-76 - Z ; 2d37, 1.425 1.250 ,725�•I h- 4 TM-,32 AS REOD. FRAME JAMB-VENT 6063-T6 - 5 TM-131A AS REVD. FRAME JAMB-FIXED 6063-T6 - n+ 8 TM-138 2/VENT TOP AND 007TOM RAIL 6063-76 - 4 0' 1.500 1.000 to WIND LOAD CLIP 7 TM-139 1/VENT JAMB STILE 6063-76 - 0 U 1.000 8 TM-140 1/VENT MEETING STILE 6063-78 aj O TOP do BOTTOM RAIL 1.030 1 B 7141-737 1/VENT FDfEO SIZE(SPRING LOADED LATCH) 6063-TB 9A TM-13714 1/VENT FIXED SERE(SWEEP LATCH) 6063-T6 .O FRAME HEAD 1'/� 7.000 10 TM-136 1 SILL TRACK INSERT 6063-T6 .054 _ 11 TM-135 1 SILL CUP ADAPTER,12'LONG 6063 TG AT MTG:STILE LOCATION Q q 1.480 ql 12 TM-115 1/VENT SPRING LOADED VENT LATCH.3-1/8'LONG 6063-T6 AT MID SPAN t� 125 12A - I/VENT ►TETANIC SWEEP LATCH - AT MIO SPAN O 'O� 2.201 128 JS X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS Q T'• �Q` ,.37s 15 MIG. STILE RELIVE. 1S TM-141A AS REOD. CLA71MG BEAD(LAMINATED CLAS) 6083-T6 - .313 '583 .065 I'D� 1314 TM-181 AS REGO. GLAZING DEAD(INSUL LAM.GLASS) 6063-T6 - zp .500 14 TM-154 AS RECD. WIND LOAD CLP,4'LONG 6063-76 - W I�-1.420 15 - I/SIVE MEETING STILE REINFORCING 6063-T6 - E2.312 ^-, 18 - 2/STILE FIXED STILE REINFORCING 6063-T6 - g .107 1.000 17 1#31225 AS REGO. FIN SEAL W'STRIPPING(.270'X.220'HIGH) WOOL - 10 SILL TRACK O JAMB STILE 'tom 18 W43371 AS REOD. FIN SEAL W'SHOPPING(.187'X.370'HIGH) WOOL - p 3 n 11471 19 1#47201 AS REMD. FIN SEAL W'SIWPPONG(.187'X.200'HIGH) WOOL - 2312 20 P5043 - ADHESIVE BACK CLOSED CEL.FOAM - 7/8'X 7/2'X t-7/16'LONG .00 18 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING,&GUIDE PLST10 AT EACH END p M 1.255 .055 22 - - VENT ROLLER/WHEEL BRASS - aL (� 913-123 #12 X 1' 2/CORNER FRAME ASSEMBLY SCftWS - P.H.PHILLIPS SMS rt Z 2.373 24 /10 X 1- 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHRUPS SMS -, Z p .929 1.37311400 - 1546 .849 25 - 1/LATCH VENT LATCH SPRING Sf.STEEL - s }�W V^31. 1.235 26 W31175 AS REOD. FIN SEAL W'STRIPPING(.197'X.175-HIGH) WOOL - s ckm �O m 11 SILL CLIP ADAPTER 27 TM-151 1 SILL RISER 6063-TG - Z a 0 1.150 .052 28 - AS REOD. SETTING BLACKS' EPDM DUROME7ER SOf5 SHORE A i0 Z ZZ a a m 1.406 . . to M m O MEETING STILE 12 VENT LATCH. F:-a t2-3yl2 2-312--;;l 1.719 .0 .435 .183 3.270 T- T- I 2708 t 15� .802 .040 SS2 340 .040 .500 DDo t 237 t.GDo 1.237 _t y n^ 3•--�I I FT N .062 TV '--I .923 1.641 ,3 GLAZING BEAD 1u GLAZING BEAD O FIXED STILE (SPRING LATCH) 914 FIXED STILE (SWEEP LATCH) (LAM GLASS) (INSUL.LAM. GLA55) O FRAME SILL TOP p--1.764 c 0 S 3.069 I 0 c fj o .062 •`>37.Ofi2 R <man 'IYP. 7YP. .062 O 2.628 1.919 1.799 •APRODUCCIL6VISl� 1 3 .092 3.042 3.283 3.168 3.042 CML .062 oe comP174ng wi�lDe I7mtd� 1 FIA.PE 70592 $ • CAN. BuildiuE Cad 1.958 a<RP„u,«740 15- o RIP LEG .181 fie iml 500 tis RF7D0. yy 3.069 .875 .875 Mi IDzda PtO drawiono. wos-a� O .FRAME.SILL BASE O FRAME'JAMB -VENT O$ FRAME JAMB - FIXED 27 SILL RISER sheet 8 of 1 . (2)012 x f Ile PH.SMS2C)Ifo x 1"PH.SMS. ASSEMBLY SCREWS AS MB x 1'EW SMS. ASSEMBLY SCREWS ASSEMBLY SCREWS W m U 1 C 1 t�IS n 0 FRAME TOP CORNER Je J. z 0) FIXED MTG, RAIL TOP CORNER m (+AS)SFMB#12 SC 1/4'PH.SMS. ME TOP CORNER M 6i (A W V W Zo"mZ n 0 o¢ o 1 j (2)JIOASSE BLY SMS. o .�g$ ASSEMBLY SCREWS mg<m�o 1 FIXED MTG. RAIL BOTTOM CORNER o Egr_JAVAD AH MO FRODUCTREVISED FLA.PEI 70592 en aemplyingwitblheflorida 1 FRAME BOTTOM CORNER (2)Ito x 1'PH.SMS. C,A,N, Bvlldiu6�c� ��s 2 Y Ll. SCREWS Amptmice No Q g mI10n Dale 4.� i � g o 5 _VENT BOTTOM GORNER Dy M• P+odDct drawing no. W08-81 R.0 7 201! sneee -7 01 Florida Building Code Online Page 1 of 2 Imam +e( BC[S Home Log In User Registratkm Hot Topics Submft surcharge Stats&Facts Publlcations ; FOCStaff i BCIS Site Map Links i Search Floridairtmer: 3u�lsi❑nes e ( I VGss� �� Product Approval USER:Public User Regulation MProduct Annroval Menu>product ry ADDlim lon Search>Auulication LIST>Application Detail FL# FL15726-R2• . a Application Type Revision Code Version- 2014 Application Status Approved Comments Archived R Product Manufacturer T M Windows LLC Address/Phone/Small 1543 North Powedlne Rd Pompano Beach,FL 33021 (305)888-0077 joe_sixto@usalum.com Authorized Signature )avad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phot e/Email =Alssemblle-s Category Exterior Doors Subcategory Sliding Exterior Do Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the iavad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL15726 R2 CQI SS-390 5G0-CI 2014 Ddf Referenced Standard and Year(of Standard) Staindard 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 h4://www.floridabuilding,org/pr/pr_app_dtl.aspx?param—wGEVXQwtDgt3el SAInEOW... 10/2/2015 Florida Building Code Online Page 2.of 2 Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/1512015 Summary of Products IFIL 0 IModel,Number or Name Description 15726.1 iSeries-390 Aluminum Sliding Glass Door Large Missile Impact resistant aluminum sliding glass door. MUM Use Installation Instructions Approved for use In HVIHIZ:Yes FLIS726 R2 11 SS-390 Alum SG O fLMI)W12-31-0 Approved for use outside HVHZ:Yes Verified By:Javad 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 type FLIS726 R2 AE SS-390 Alum.S(3D(tMI)-PAg 2014.pdf licombinations and Installation details. Created by Independent Third Party:Yes Contact Us 1940 North Monroe Strg_et.Tallahassee FL 32399 Phone:850-487-t824 The State of Florida is an AA/EEO employer.Copyrtobt2l)(17-2Q13 State of Florida.::PfivaCV Statement::Accessibility Statement::Refund Statement Under Florida taw,email addresses are public records,if you do not want your e-mall 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 hjrL, Product Approval Accepts: http://www.floridabuilding.oig/pr/nr—api)—dtl.aspx?param7—wGEVXQwtDqt3elSAInEOW... 10/2/2015 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT *all 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.1ZH 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 TESTREPORT TEST REPORT# Test DATE. Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory &TAS 202 ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Laboratory 1235 SW 87th Avenue Miami,FL 33174 T.305.264.8100 F:305.262.6978 ( www.afceng.com ( alfaroog@afcene.com 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 requirejg0 �of the 2014 Florida Building Code. � �A� AHS+r Evaluation Report Engineer: :.,. .� No70592 ^ lavad Ahmad PE#70592 Al-Farooq Corporation EB#3538 sT of M OR Dale&Timc:02/2511515:17 SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\201.4 FRC\390 SGD\390 SGD(I.MI)-PAE:tu: ac i li I i i 1235 SW 87"'Avenue Miami,FL 33174 T:305.264.8100 j F:305.262.6978 www.afceng.com alfarooq@afceng.com xTsao axcHDRs HI-01i, CLUSTER OF 4 OR 6 AT SOLE ENDSSEE CHART'ON SHEET 324"MAXFOR CAPACITY '�' �HEADHEAD ANCHORS0o TYP } cD 220 3/8' va e LL DOOR WIDTH Im ' DO 9 cf 8"MAX. z v a ji CORNERS -•� ¢¢¢ O m cJ It t ===�P === 1. �• .//• m m _ IIx �o °_= II--==W'==' Y � � �• a11' •..l—_s 11-0 11 n ii ii ,� IxO i 2 J W W I u C!n m m i BI ,,�, ? ^< I f I Zai 48 1/8" 48 1/8" 2 FALSE MUNIIN D.L. OPG. D.L OPG. SINGLE ROW DOUBLE ROW I,"1 ED co r'•+ OPTIONAL 56 1/6" AMB ANCHORS JAMB ANCHORS oTt H m . iii 56 1/8" 24"MAX.MAX' PANEL WIDTH PANEL WIDTH SILL `. (....t SILL ANCHORS I}f THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. o- SHUTTERS ARE NOT REQUIRED. IYP�.. ELEVATION L�{y 2 TRACK FRAMES SILL ANCHORS m 3 5 SERIES-390 ALUMINUM SLIDING GLASS DOOR CLUSTER of 4 A7 STILE ENDS I..a DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART A7 3"O.C. Gr 415 SHOWN ON SHEET 3 & 3.1. m ci ofm THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE A-THIS PRODUCT EVALUATION DOCUMENT(P.EA)PRWARED Br THIS ENGINEER 01 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SRE SPECIFIC a m HURRICANE ZONE (HVHZ). pRDJEC%I...WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.D. TI IT HASE AND MUST BE D PROPERLY TO TRANSFER o-INSruyATrox OF THISSPPRRODUCT BBLE ASED OR ON THIS PPRDODUCCTTEEVALUATION LOADS TO THE STRUCTURE. PROVIDED HE/SHE DOES NOT DENTATE FROM THE CONDITIONS DETAILED �•."E'-�••'•. �j p a AN SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS TM THIS DUCT FV r. �• J ••' TO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-TMS PRooucT EVALUATION DocuMENr WILL.ee CONSIDERED mTVAUD IF o n ALTERED BY ANY MEANS. Na.7D592 ANCHORING OR LOADING CONDITIONS-N07 SHOWN IN THESE DETAILS ARE o-SITE SPECOC PROJECTS sIw_L 9E PREPARED BY A FLORIDA REGISTERED NOT PART OF THIS APPROVAL. ENGINEER OR ARCNUECT WHICH WILL BECOME THE ENGINEER OF RECORD(eon.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED .�. drawing no. 04MNEM TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE !j� •�.�' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT SPECIFIC DRAWINGS FOR REMEW. ��i��`S1'••...... ;-•{gW12-31 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 • REQUIREMENTS OF THE FLORIDA BLDG. CODE. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. J/YTF�411% 109` DOOR HEIGHT 107 9/16" PANEL HEIGHT 99 9/16' D.L.OPG, C7 N sA g PW 0� rW �u pu � o � 0 L4 rn L cn w2gog 7 J pmAp � l np?pST0� �1 `t11 1u tti777 g z� t �V y0�' CORNERS 3 CDC �i� d ♦� F -`+ 14"MAX. i.�.E FL #15726 JAMBS CORNERS w revisons: SERIES-390 ALUM, SLIDING GLASS DOOR LM.I. AL-FAROGQ CCIRPORATION d s o. dWe� D8-15-12 no .0 e 86C L?ion —'—' £NGINF..CRS&PROal7C7 aF.v[IaPMENT —� £ eeele:3�9•e1'-0• F 06.06.12 _cEwuw.n ian WINDOWS LLC. azas s.w.s7 AVE N 'a 601 N.W. 12TH AVE. MIAMI,r:LORtaa 3317a c °r' D POMPANO BEACH, FL. 33069 reL.(306)2643ao0 PAX.(306)262.6076 W v P ch0.br. TFS..(954}78t-4430 FAX.{964)781-5076 COMP-ANLLWt2-31TMW I DESIGN LOAD CAPACITY - PSF U 3 LTGErr REDNF. GLASS'136'&'GSA' �Y AVERAGE CLUSTER OF 4 ANCHORS Z 3 3/16'HEAT STREWD GLASS PANG.MOTH DOOR HDONT AT STILE ENDS p f MES INCHES ER.(+) INT.(-) Ie Yi b Z¢ 090'Interlayer Q N Al Soflex Clear And Color Gloss 36 70.0 70.0 a m R'Eastman Chemical Co: 42 70.0 70.0 @ _°m, v 48 80 7D.D 70.0 d 090"Interlayer w DuPont Butacite PVB 54 70.0 70.0 O C By'E.1. DuPont De Nemours& Co., Inc.' O O w 60 70.0 70.0 3/16'HEAT•STREN'D GLASS 36 70.0 70A Ho 42 - 70.0 70.0 p a¢a r ioI 70.0 p 100 0 rn 48 84 70.0 SILICONE 54 70.0 70.0 n g 32 41 GE RGS 7700 V?iLL N l 36 70.0 70.0 w - w 42 90 70.0 70.0 .J 0 m�y Q J 48 70.0 70.0 • Q zw. H oc 36 70.0 70.0 O 42 98 70.0 70.0Mli m x 48 70.0 70.0 -1 H W � 1 GLASS TYPE 'G6' to q I��L�nnn rn 7/16"OVERALL LAMINATED GLASS 0 a � M I� �I 1/4'TEMP. GLASS UGBT REINF. S( O 3/8'AIR SPACE DDDR WIDTH m m AVERAGE PANEL WIDTH I Z NUMBER OF-PANELS a 3 3 z 3/16'HEAT STREN'D GLASS 1 U so 090'Interlayer y F�a 's'-flex Clear And Color Glass ALL f7CTERIOR(+)LOADS SHOWN IN CHARTS ABOVE ARE By'Eastman Chemical Co.' O OR FOR DOORS WITH 3-1/2'SILL HEIGHTS. i I 090'Interlayer FOR 2-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF DuPont Butacite PVB FOR 1-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF By'E.1. DuPont De Nemours&Co., Inc.' SEE SHEET 4 FOR DETAILS a w _3/16'HEAT STREN'D GLASSCQ n rn SILICONE 'a 2 GE FIGS 7700 �k m Hr °2 9A a ra w ,tlll 111 Lllf7j O GLASS TYPE 'G6A' � 'P''1� N " 1-1/16'OVERALL INSUL LAM. GLASS .705M NOTE: GLASS CAPACITIES ON THIS SHEET ARE �j 8Ti *�F � drawmg9 no. O,�•• - BASED ON ASTM E1300-09 (3 SEC. GUSTS) FCORION.•'AND FLORIDA BUILDING COMMISSON • w�2-3� DECLARATORY STATEMENT OCA05I DEC-219 �7fLt Ltl lltl� sheet 3.1 of 13 3/16'HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF 090'Interl r LIGHT REM. HEAVY REM. 090' Interloyer °ye Saflex Clear And Calor Glass Saflex Clear And Color Glass 'GS',`G8' 'G4' IHSS'GL','62'&%4'1 GLASS 8y Eastman Chemical Co.' By'Eastman Chemical Co' CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z m 3 3/16"HEAT STREWD GLASS 1/4'.HEAT STREN'D GLASS AVERAfiE AT STILE ENDS AT STILE ENDS AT SOLE ENDS AT SME ENDS O +p �m z MKT as FINES INWIDTH CHES E%T.(+) INT.(-) EXr.(+) INT.(-) ESD'.(+) INt.(-) EXT'.(+) INT.f-) N.a SILICONE t�� SILICONE 36 60.0 60.0 64.0 60.4 sola ssa 60.0 s5.o 0,"0 0 0 .m 3 32 i y 4 GE RGS 7700 m U 1 I GE RGS 7700 d v ` 9 2 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 a, 11 m 0 1 1 (x'42 O 0.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 Q 4 80 60.0 60.0 80.0 s5.0 B0.0 95.0 60 60.0 60.0 60.0 80.0 80.0 90.6 80.0 95.0 o A 35 0 66 60A 60.0 60.0 60.0 80.4 87.6 80.4 95.4 a¢>m o' a a lv._I 36 80.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 0. 0 C 42 60.0 60.0 60.0 60.0 BOA 05.0 80.0 95.0 a N� Wtl 48 84 60.0 80.0 60.0 60.0 80.0 94.4 80.0 9S.0 US u ti ' .54 60.0 S0.0 60.0 60.0 80.0 88.3 80.0 B&D GLASS TYPE '111' GLASS TYPE 'G2 60 60.0 BOLD BOA 60.4 80.0 83.9 SILO 95.0 0 M 7/16"OVERALL LAMINATED GLASS 9/16-OVERALL LAMINATED GLASS 36 50.0 80.0 80.0 80.0 1 80.0 95.0 80.0 4510 42 90 60.0 60.4 60.0 60.0 80.0 93.8 80.0 95.0 n 1/4'HEAT STREN'D CLASS _ 48 60.0 60.0 60.0 60.0 80.0 85.8 80.0 9&0 '� n 090"Interlayer 54 1 L 60.0 60.0 60.0 SO.O 79.9 1 79.9 80.0 95.0 DuPont SeMryGlos 36 61)A 1 60.0 60-0 60.0 30.0 1 94.4 80.0 95.0 eBy`EI. DuPont De Nemours&Co.,Inc.' 42 98 80.0 60.0 solo 60.0 80.0 1 80.0 95.0 g I� \ X1/4"HEAT STREN'D GLASS 48 60.0 60.0 SOLO SOA 76.5 76.5 solo 45.0 p Z im r 54 60.0 60.0 60.0 80.0 70.9 70.9 80.0 95.0 M 2;N - Ig SI RGS 7700 36 1 fiO.Q 60.0 solo 60.4 60.0 _60.0 Z JLj 42 i 142 - - 60.0 80.0 60.0 60.0 80.0 60.0 0 }� 9 I 1 48 - I - 60.0 60.0 60.0 60.0 60.0 60.0 rn In U ra 1 35 - - 60.0 BOA 64A mo _ 60.0 60.0 I 0 QNE'-6 i`* � 42 I TOB - - 60.0 60.0 60.0 60.0 60.0 80.0 I¢}Z+-m n i M 48 - - 6MD 80.4 1 60.4 1 60.0 .60.0 Z q, * I 3�fLS CLUSTER OF 6 APPLICABLE I r M HEAD ONLY H too CL a CLUSEfR OF 4 TYPICAL-AT SILL GLASS TYPE 'G3' 0/16"OVERALL LAMINATED GLASS -LF i 1 1 T-1/4"TEMP. GLASS �1/4-TEMP. GLASS LIGHT Rf:7NF. HEAVY RENF'. 3,A8"ALR SPACE 3/8'AIR SPACE DOOR WIDTH � ¢) II4 AVERAGE PANEL WIDTH = NUMBER OF PANELS LA0 3/16"HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS ti u 094'Interlayer 090'Interlayer ALL EXTERIOR(+)LOADS SHOWN IN CHARTS ABOVE ARE Saflex Clear And Color Gloss DuPont SentryGios FOR DOORS WITH 3-1/2"SILL HEIGHTS. ..1 By'Eastman Chemical Co.' By'EL DuPont De Nemours&Co., Inc.' FOR 2-3/4'SILL HEIGHT LIMIT EXT-(+) LOADS TO 60.0 PSF 3/16"HEAT STREN'D GLASS c:I 3/16`HEAT STREWD GLASS FOR 1-3/4"SILL HEIGHT LIMIT EXr.(+) LOADS TO 34.7 PSF c ro SEE SHEET 4 FOR DETAILS °��Ic z as y m 5 S rn SILICONE m N SILICONE m BE RGS 7700 isv i -i CE RGS 7700 1 W AV I 1 'd 8 n 35 35 � n10.70992 � HLAIU NOTE: T V" drawing9 nal m GLASS CAPACITIES ON THIS SHEET ARE ��(3'., BASED ON ASTM E7300-09 (3 SEC. GUSTS) ' AZ4R1D�.'{��°`.`� W12-31 CT ASG TYPE 'G4' GLASS TYPE 'G5' AND FLORIDA BUILDING COMMISSION `' j�PdAd�G ``` DECLARATORY STATEMENT DCA05-DEC-219AN 1-1/16"OVERALL INSUL LAM.GLASS t-1/16'OVERALL INSUL LAM. MASS /rtll t111� sheet 3 af13 xxP X�O(Xxx o d,w• z 4+a• x X q w OXX X X X in X OI IF-1 z I 4 � I I I a 1 i I � 1 1�J > i I i I I t 1 I 1 1 t1 y i �sy O %0 i 4•�,+• p L XxHOXXXXXX XO 4— i i av I PP1 i I I � i � I I I i I Co I .. I - I I i n x FL #15726 tee:-o-r a salt OB-t6-t2 revisons: SERIES-390 ALUM.SUDING GLASS DOOR(LKQJ AL_F'AR00Q CORPORATION ^a p no dote 85CF�'lp�T071� ENGINEER5 8,PRODUCT ONELOPMENT A 2.06.tz aenetuL xms6" T.M. WINDOWS LLC./ 9235 S.W.SYV87 AVEAYE al •A .0 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 C POMPANO BEACH, FL. 33069 - TEL.1s0s1a64- .06 FAX.(866)262-6976 .Wi P eha.ay: TEL(954)781-4430 FAX.(954)781-5078 COMP-ANL\W12-31TMW r--------t --y I POCKET I I POCKET i • i i i pOCKE7 j I I _ x 4 saF x.O POCKET-j x '0 Vx b»u `X0X POCKET-j x o d»a. y m X - f z o I 'o 3 4 a :E4 t I V z I I x 4 d„w o I POCKET �z L-----..._J xa»� x v b w X X b" 'a X �-POCKET UP yo 8*sa i�7 I I H I I � t FocxEr t � • 'CJ � i POCKET f j POCKET-1 I I --3 ! 1 1 7 n T9-4, Xx4.x0 X xN b»�+ I I t i �-POCKET--� x z a x 'yittrlr) t( 0` FL #15726 a dots: OB-1S-)2 revisions: SERIES-390 ALUM.SUDING GLASS D00R(LM.I.) AL-FAROOQ CORPORATION a tt0 0 8 1�89CtiP i��'�8ti- � ----' ENGINEERS&PRODUCT DEVELOPMENT :+ �a1n;y�a•m1.,,p• n otl.o6.t2I GDIEPH.fttvSlaN_ T.M. WINDOWS LLC. :,2.35 S.W.87 AVE f 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 c dr.by: HMAID POMPANO BEACH, FL 33069 T(7..(305)264-8100 FAX.(SOS)28941976 w j o bk.tir TEL(954)7a)-4430 FAX.(954}791-507a COMP-ANL\W12-31TMW} TYPICAL ANCHORS IN PAIRS 3 SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS w IN PAIRS IN PAIRS jl tBY SEE ELEV.,FOR SPACING v SEEM. FOR SPACING SEE ELEV. FOR SPACING - EDGE DIST. 2 1/2" WOOD BUCK m z m a, 'STACCEREp c METAL n 3 a. STRUCTURES 0 p z IL h V u a v x lA 39 O u 33 _ V O ani O 39 �w SIN �w \v=i cy0>Mo AN ACCESS HOLES 4 LTO BE COVERED WITH 0 0 m x PLASTIC CAP 0 n 77 I �jI �'Zmum 1 F.B.C-AP RAT MULLION j c7 m q I i SEE SEPARATE APPROVAL ¢4 4 ' 1 II ,III WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. m j Ii I'1 I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 e 1 III I� I I u j AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING C o l "o I I it III I (Fe=177 KSI, Fy=155 KSI) y II II I I i II U I J V = I II I I I I Z+Jlil4 ri �I I, ,I r III 1-1/2" MIN. PENETRATION INTO WOOD I V U I � U 11 I I I I 11 N I(n = O I THRU 1BY BUCKS INTO CONC. OR MASONRY OO�n ?� cI j" , 1 11 I I 1-3/8" MIN. EMBED INTO CONC. OR MASONRY O m j a jO i I y DIRECTLY INTO CONC. OR MASONRY n 1 3 3 Q n W ' i I p 1 11 I I 1-3/8" MIN. EMBED INTO CONC. OR MASONRY i Z ° II 1 I 11 1f4" DIA, F DRILLING ING SCREWS (GRADE 5 CRS) �, CL INTO METAL STRUCTURES W to STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) .I I i I I ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Iz I 1 III III 1 514 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) C�12 J PI 2 4 INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) u © 1 36 TYPICAL EDGE DIST N a INTO CONCRETE AND MASONRY = 2-1/2" MIN. [r STANDARD INTO WOOD STRUCTURE - 1" MIN. c m INTO M ?A ETAL STRUCTURE 3/4" MIN. w m > o 0 WOOD AT HEAD, SILL OR JAMBS SG= 0.55 MIN. 1111111 O 0 PSI MIN. C-90..... CONCRETE H LLOW/FILLED BLOCK JAMBS fmAT HEAD. SILL OR JAMBS fo=3-2000 PSI MIN. HIGH STRENGTH GROUT ` �J�°'•••••• ' e S: �yGEH3�c'••• :EDGE blST.•�-' t :a ^ a f'c=5000 PSI MIN. _ m 3 22 NOT Br T.M.wow. WEEPHOLES• _� �0.70592 MUST TRANSFER SHEAR _ SHIMS TO LUCTURE W1= (6) 1" WEEP NOTCH AT EACH END OF SILL W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL �P•L. V. " c TYPICAL ANCHORS o •. an drawing no. SEE ELEV. FOR SPACING �� '•••... �U� W12-31 TWO U) TRACK DOOR DETAILS 'AAgY;0NA111111`�`` sheet 6 of13 DOOR HEIGHT,_, -- M0.X. PANEL HEIGHT x TOCDD.L OPG. EXTERIOR r. n HI l H Wo D mmO N Kpo R SO2 NN 0 F �� zo �pC � p V N T N �314' 1 3/4' EiRi O} C)Y 3/4" 2 3/4" _ o�C a fr A �v 0 27E 3 1/2' hHH��-•�--- H O iV H A a • 0 e en y y Its 1 1t(1 FL #15726 m revisions: C. dato: p8_)5_)g SERIES-390 ALUM. SLIDING GLASS DOOR(L M.I.) AI_FAR4DOQ CCIRPORAmN a p n0 0 8 „�, 6SCR ton ENGINEERS&PRODUCT DEVELOPMENT —' ' eC01e:s/B�u 1� A 08.06.12 M.E2 RMION L6061N.W. DOWS LLC. s,zas s.w,sr AVE v N 12TH AVE:. MIAMI.FLORIDA 33:74G.dr.by: KWID BEACH, FL. 33069 TEL(308)264-62.00 FAX,(30'3)2626978 k yy; 81-4430 FAX.(954)781-5078 COMP—ANL\W I2-31TMW p—__EDGE DIST. r^"' I •-/'" O LLLFFF??? �• o .. •a•I N � RI PLY Imo' Op oAi p r'b� ell ([)I api; a. Np� nm C u 41 () O Z 41 �• e� N I 11 I I II I 1 1 I II � II II II r� a f o II 111 I II 4 28Y WOOD BUCKp OR z WOOD STRUCTURE �,•,,. _- s;""" '° I pIN.1z� l z - r 1 p ? 8 In — c�� y G, S hi 0 rn W N to -3 i l — � N 1 t7 g t7 � _z !•. `2 Trl� N. ! z m� 'zn po siAi r��Tifi M FL #15726 m revi9lone: SERIES-390 ALUM. SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION CL date: 06-15-12 ... -----^--' _ ."� p no 0 e OSCt 071_�V, ENftNE[7i5&PRODUCT DEVELOPMENT J eCCIG:3�5• 1• A 05.06.12 GENERAL REVISION T.M. WINDOWS LLC. 1235 SM.87 AVE m N 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 C ! dr,Ey: WMD POMPANO BEACH, FL. 33069 TEL.(306)2648'100 FAX.(305)262.6978 o chk•yW TEI.(954)?81-4936 FA%•(950)781-5076 COMP^ANL W12-31TMW DOOR HEIGHT MAX. PANEL HEIGHT EXTERIOR y_ o N:•, __.,__«-------------------- SCREENS OPTIONAL^________ ...a_ 217� ._�••• m •O pyy On a • C y�y N O ~pip A O 1/4'MAX. cZi • ��0 4 P` SNIMS GApa3 UI Nf ON z �om m� rho �i � W +'3 xx e IV 0o • p x 03 e a -17 r m _ rrrrrr fill It%%%'` FL #15726 revisions: SERIES-390 ALUM.SLIDING CLASS DOOR(LM.L) AL-P•AROOQ CORPORATION a C, cola:—tl6—u--•rz—�7 �� m p �•--' no O 8 850riD 14n —'- ENGINEERS&PRODUCT DEVELOPMENT ;: .� E soda 3/6•a I• A 083 0512 cENM R ON T.M. WINDOWS LLC. . 1236S.W.57AVE to 601. N.W. '12TH AVE. MIAMI,FLORIDA 33174 C ° CEJ r.by. RAMIo o ePOMPANO BEACH, FL. 33069 T6L.(305)264.8100 FAX.(305)262.6976 W .� ? ehk.by: TEL(954)787-4430 FAX.(954)781-5078 -- 20MP—ANL\W12-31TMW a'\ POCKED' 1 MAX. 5 �A�yy _ O S a m ' o� I Ifl I II a J 171 A � LEI [8 0 III W t ,.f { N I A Cii t t II I I H II r C-2 i N I 0 O Ki Ow N \/ I W g c! '7'1((Itti 1i111xxx11\ -�- a dote: os-ts-t2 ��cions: SERIES-390 ALUM.SUDING GLASS DOOR(L.M.I.) AL_EAIdOOQ CORPORATION a ona 4 e ,,..y escn tp ort__. ENGINEERS&PRODUCT DEVELOPMENT _ 'J eoule:y�8•. Y F 08.0612 OENERN.REVISION _� T.M. WINDOWS LLC.. 1235 S.W.37 AVE 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174• /� ° ar.ey unnD POMPANO BEACH, FL. 33069 M.(306)264.6100 FAX.(306)26214976 L TEL(954)-781-4430 FAX.(954)781-5478 �� COMP-ANL\WI2-31TMW i ITEM PART 8 QUAN'C1TY DESCRIPTION MATERIAL MANF./SUPPLMR/REMAM �V IA TM-347 1 2 TRACK FRAME HEAD 6063-T6 - IN 1B TM-333 1 3 TRACK FRAME HEAD 6063-T6 - 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - Z ti 3 Z m j 7A 7M-331 1 2 TRACK FRAME SILL 6063-T6 - O � Z 26 TM-334 1 3 TRACK FRAME SILL 6063-T6 - 2C TM-337 1 4 TRACK FRAME SILL 6063-T6 - O o O 3A TM-332 2 2 TRACK FRAME JAMB 6063-T6 - u �' 38 TM-335 2 3 TRACK FRAME JAMB 6053-T6 - O a 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 C 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6053-T6 - 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - O w to o 5 TM-322 1 PANEL JAMB SOLE 6063-T6 - C a o Darn- % 6 TM-323 AS REOD. STD.INNER INTERLOCK 6063-T6 - y C p 7 TM-324a READ. STD.OUTER INTERLOCK 6063-T6 - Z N 6 TM-325 AS REDD. ASTRAGAL SOLE 6063-T6 - -y g 9 TM-327 4/PANEL GLAZING BEAD (LAM. GLASS) 6063-TB - d N Q y Q iE 9A TM-326 4/PANEL GLAZING BEAD (LAM. INSUL CLASS) 6063-T6 _ Li 10 TM-348 1/FIX.PANEL FIX. PANEL CLIP 6063-T6 - O 11 TM-349 AS READ. FIX. PANEL CUP COVER 6063-T6 - m 12 TM-339 2 JAMB COVER6063-T6 - J 13 TM-347 AS READ. POCKET DOOR HOOK 6063-T6 - I o I n 14 TM-341 AS REOD. 2'SILL RISER 6063-T6 - c 1 rn e 14A TM-342 AS REOD. 2-3/4•SILL RISER 6063-TS - I M v 14B TM-343 AS REDD, 3-1/2"SILL RISER 6063-T6 - I +7 15A TM-350 AS REOD. 2-3/4"SILL RISER 6063-T6 - z I J I 15B TM-351 AS REDD. 3-1/2"SILL RISER 6063-T6 - ' J Q LL 18 TM-340 AS REDD. SILL ANCHOR COVER 6063-T6 - I N I En=U a 17 TM-354 AS REOD. SCREEN TOP&BOTTOM RAIL 6063-T6 - I I O N i 1B TM-355 AS REOD. SCREEN STALE 6063-T6 - o�m m 19 TM-357 AS REOD. OXXO SCREEN STILE 6063-T6 - n 3 3 Z p 20 TM-356 AS READ. OXO SCREEN ADAPTER 6063-T6 - I I Z t1 21 TM-344 AS REOD, FRAME HEAD SCREEN ADAPTER(3 &4 TRACKS) 5063-T6 - i O's-J 22 TM-345 AS REOD. FRAME SILL SCREEN ADAPTER (3&4 TRACKS) 6063-T6 23 TM-346 AS REOD. FRAME JAMB SCREEN ADAPTER (3&4 TRACKS) 6063-T6 24 TM-328 AS READ. HOLLOW STIFFENER 6063-T6 - 25 TM-329 AS READ. SOLID STIFFENER 6063-T6 - I 26 27 010 X 3/4" AS REOD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS c 28 X12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS Si.STEEL FH SMS o 29 #10 X 1' AS REOD. FIX.PANEL SCREWS.AT 6"FROM ENDS&24"O.C.MAX. ST.STEEL FPF SMS/TEKS 30 - 2/PANEL ROLLER ASSEMBLY - HSTD m 31 - - MORTISE HOOK LOCK - FASCO 32 E70818NN7020 4/LITE GLAZING GASKET(7/16•LAM. GLASS) VINYL ULTRAFAS r-a 32A W32001 4/LITE GLAZING GASKET(9/16"LAM.GLASS) VINYL AMESBURY SEALANTS: •' H328 W32011 4/LITE GLAZING GASKET(INSUL LAM.GLASS) VINYL AMESBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS o$ 33 21315 A5 REOD. FIN SEAL PILE W'SIRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. c a 33A 33371 AS REOD. FIN SEAL PILE WSTRIPPING - ULTRAFAB 11111111//A 34 — AS READ. BULB W'STRIPPING VINYL 35 — 2/LITE SETTING BLOCK,5/16'X 1/2"X 2•LONG EPDM LAMATEK ........... J �7i •a o y�.ycsNS •.• 35A - 2/LITE BERING BLOCK, 1/8'X 1/2'X 2'LONG EPDM LAMATEK m � 36 - AS REOD. SELF ADHESIVE PILE PAD(1-3/4'X 3"X 3/4'1 WOOL ULTRAFAS rb.70592 d n S 37 - AS READ. SELF ADHESIVE PILE PAD(1"X 2-7/16•X 1/2) WOOL ULTRAFA 3 = S�_• ` $ 3 3B - AS REOD. SELF ADHESIVE PILE PAD (1-5/8'X 2-7/16"X 1/27 WOOL ULTRAFAB Z-0' = 0 39 - AS REOD. SELF ADHESIVE PILE PAD(1/8"X 2-7/16'X 3/4' WOOL ULTRAFAS ��0 SD T�F U' drawing no. 40 - - _ _ _ .;......: G W12-31 fil11 \� sheet 11 of 13 1.289 .078 (Y78 078 5.152-------- 6.500 8498- 1.289 ru T- 1.336 z 1,269 .997 1.269 ■ ❑ .117 1.269 ❑ .997 .124 1.823 0 .124 1.821 6 d 1. 1.267 1.267 .124 1.823 1A23 I 4 TRACK FRAME HEAD (9 2 TRACK FRAME HEAD .3 TRACK FRAME HEAD 10 6. 19 1.823 8 17 5388 "93 8.791 5.548 0 .131 1136 Z iI 1.823 124111 IS [1 24t 125 r-,Oao 080 L L .078 9 WAS 8 L !942 .942 w a -382 .3S2 .078 w .382 z Y 7 7 T- 0149 0; 5.142 7w 2 TRACK FRAME SILL 3 TRACK FRAME SILL 20 4 TRACK FRAME SILL 1.407 _Z000-1 C 1,264 ce 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 14 TRACK FRAME JAMB T- -7 rn 1.573 1.490 249 T- I 1 .078 2,604 =-I .857 t397 .1 30 --4.000-1 2.397- _j M IrM.1895 i62 T' r -� .078 1 1 4.000 ti C/) T 05 PANEL JAMS STILE SILL ANCHOR COVER 1�677 .12- 3 .751 - .125 094 .575-=+ t-- .662 z -310 'o !9 -2.441�! T -A�' .078 . m (o CL iliga-4- 6-0 J04 PANEL TOP & BOTTOM RAIL ASTRAGAL ADAPTER 462 1 .5. .72,1 1-4.000 GLAZING BEAD @ JAMB COVER -8 HOLLOW STIFFENER SOUb STIFFENER POCKET DOOR HOOK (TRIMMED) 078 GLASS 3SW- .130 ••.----4.812- 1- 9 070- 1.490 1.9078 p 123 T), .078- iL� 2 8 .062 212 p 3.502 2.428 1.752 094 1 1 .078 L-3.052 GLAZING BEAD .893 12 -A a.00 INTERLOCK LAM. INSUL GLASS T S! 7.062 STD. INNER15 w! 1-3/4' SILL RISER IS) 2-3/4- SILL RISER 15 3-1/2- SILL RISER 13 POCKET DOOR HOOK .982 07 1 .374 gpwa,.-Ah, .094- .094 2.048t0 FIX. PANEL CUP E2.72 1.923 t490 094--F7 3.422 .70592 367 T--1 -E. 893 L--- - - .893 0 1.407 .89 Fdroing 3.062 .050 843 b- W12 -3,1 AL B0170M RAIL.(HIGH PROFILE) Q SID. OUTER INTERLOCK FIX. PANEL CUP COVER 1-3/4" SILL RISER i 2-3/4- SILL RISER 14 3-1/2- SILL RISER Y V' 9 . \ l ... .yam-.�a•..a�....._ - - ...F�..., `. '1 9 Z r OEl 'O 0 i .Z1 2 = ' FL #15726 " a aa(Y os-ts-rz remions: SERIES-390 ALUM. SLIDING GLASS DOOR (LAL) AL_ AROOQ CORPORATION a no e eBCr�on —"- - ENGINEERS&PRODUCT DEVELOPMENT GENEau amsiaa T.M. WINDOWS L.L.C. ia3s s.w.87 AVEavE ' N a — 601 N.W. 12TH AVE. MIAMI.FLORIDA 331?4 f o• dr•�' m POMPANO BEACH, FL. 33069 TEL(305)264-8100 cnxcioslzsz-G9T9 �r TEL(954)781-4430 FAY-(954)781-5078 COMP-ANLLW_2-31TMW MIAMI- MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL.SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2$99, NOTICE OF ACCEPTANCE (NOA) .mw.miamidnde.eovlecoi►omX Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 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"ECO-Guard Clipped"Aluminum Tube Mullion--L.M.I.. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site atthe request of the Building Official. This NOA 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 Jaime D.Gascon,P.E. _ NOA No.14-0529.16 MIAMI•DADE COUNTY S" );xpiration Date: October 23,2019 Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation' diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2, Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and 'installation 'diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2192B and HETI-08 21660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC;TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum Mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI 08--2166A, dated 01/15/09,.signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 5th Edition (2014), prepared by AI Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Product Control Section Silpervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED X STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5`a Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI- 08 2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. Jaime D.Gascon, E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2013 E-2 a �tj9 0 a d � c �L __ Jill __ j 9 4.000 I I jlj 11 ..� �.G Tis ZiN JI1 4 _11 +_I ��i^GLAZ1 NG PRODUCT Q yf CY&i g o Q AE 0 0 O13Wfl I IICAL11 I I I IQ ++WINDOW F ��---; - ul s ZZ 6.000 �� Q,W ^e ou 0 O 3.000 4.000 IU o J TUBULAR SHAPES Z�-I MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I^-2A00� ALLOY-6063-T6 f N m AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IW IMPACT AND NON-IMPACT RESISTANT PRODUCTS. I�Lu w RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTSn HORIZONTAL OR VERTICAL 3 m N USING MULLION PROPERTIES ONLY 0 o T ��•�� SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING �p Ji�c.a. Z THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE i3 Z N REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). J'O'd'OJ v ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q'U^w ' APPLICABLE BUILDING CODE REQUIREMENTS LE;WIND LOAD,WATER IW INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. O W00O BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS . . o. ARE NOT'PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEELJNETAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE. INSTRUCTIONS: c v 0 USE CHARTS AND GRAPHS AS FOLLOWS. 'rTi o S7EP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 � c FOR PARTICULAR OPENING. STEP 2 USE MIAMI-CARE COUNTY APPROVED GLAZING PRODUCTS a MEETING ABOVE LOAD REQUIREMENTS Engr:JAVAO AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL v�1 APPROVAL. F CA.N, 658 92 o USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Applovvinsami 1 fnd Ili . 9 SCEP 4 INSRATING MORE THAN DESIGN LOAD SPECIFIED Florida Huildir Go rYee $ USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NOA!r�4*._ � STEP 5 ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING Cj✓ ):di I'u ct!1n!n. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE M14-01 sh0et 1 of 9 1 •�( 1.000 r 1 +I 1A00 �+- 2.000 126 2.000--{ r.125 f"-T.000�_1.250 1�U .375 I I I I_t I p 1.000 -]Y -{ 1.000 F^- ,125 � � � 9 Z I� .125 .375 0 .725 .125 a 4.000 4.000 '125 4.000 3.000 d 3.000 .125 ai o a 6.000 6.000 G .575 .375 .125 .250 Q 6 ,d L - QQ fC).3 Ix= .9502 IN\4 Ix=2.0374 IN\4 Ix= 1.538 04\4 IX 3.1878 IN\4 Ix=2.9762 W\4 Sx .6335 w\3 Sx= 1.0187 IN\3 Sx = 1.0254 hv\3 Sx= 1.5939 e+\3 Sx= 1.4881 01\3 L 2" al3fl 1 X 3 T X 4 I X 3 1 X 4 2 X 4 O STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION L L 6063-T6 6063-T6 6063-T6 6063-T6 I6063-T6 U o J � Ix =8.2757 W\4 Ix= 15.2031 IN\4 -1 1 Sx=2.7586 IN\3 Sx=5.0677 I9\3 Z O m 2 X 6 2 X 6 Ilii n STD. MULUON HEAVY MULLION F 6063-TB 6083-T6 W W In woo n � oo o V) Z LL z;- �i3z �t0a alWcnM • O _. _ ... 2.125 5 - c .125 .125 -.125 TYP. TIP. ......1Wpilivcd nswoWlybia l�tiA161c °" 2.000 1 CdA l31�11- - t7Q4t12 91I- R,)pmli"T f PI umnl 5.500 5.500- NOTCH .500 NOTCH NOTCH E c OPTIONAL 1/2" OPTIONAL 1/2• O MIN. MIN. a o c En9r:JAVAO AIWAD c 1 0 CML 5F FIA PES 70592 c 1/2" CAN.3538 Q so. ® 1/2" 1/2J :4 IS 1/2" MIN. MIN.. - MIN. A 5 X. ANGLE CLIP MULLION CLIP MULLION CLIP M 4 9O 6063-T6 6063-T6 6063-T6 shCC} 2 Of 9 DESIGN LOAD CAPACITY-PSP(TUBE MULLTONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIDNS) WINDOW DIMS. 1X3 1X4 1 X3 1 X4 2X4 2X6 2X8 WINDDW DIM9. 1 X 3 1 X4 1 X 3 1 X4 2 X 4 2 X 6 2 X 6 19LNDOW DIMS. 1 X3 1X4 1X3 1X4 2X.4 2X8 2X6 �� VADTH(V0 MULL SPAN STD. STD, CUSTOM CUSTOM STA. STD. HEAVY WIOTH(110 MULL SpANJ STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WUDTH(VQ MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55,3 120.0 120.0 O m ig 26-1/2' 120.0 120.0 120.0 120.0 120.0 1204 120.0 26-1/2' 53.6 115.4 87.1120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 k ,0 3d 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 f 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120. IL 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42' - - - 27.0 25.2 70.1 120.0 48" 38-3/8" 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 931 120.0 120.0 48' 120" - - - 23.6 22.0 61,3 112.6 0:13 "rd` 54" 120,0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 427 88.6 82.7 120.0 120.0 Be - - - 21.0 - 54.5 100.1 p p 60' 120.0 120.0 120.0 1204 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 VT 7 O 66' 1125 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66' - - - - - 44.6 81.9 0.r gggO 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 321 66S 62.0 720.0 120.0 72" - - - - - 40-9 75.1 O,1n CL ic- 19-1/8' 120.0 120.0 120.0_ 120.0 120.0 120.0 120.0 19-I 8' 51.5 110.4 83,4 120.0 120.0 120.0 1 0.0 19-1/8` - - - 44.5 41.6 115.6 120.0 0�N O N 26-1/2' 120.0 1204 120.0 120.0 120.0 120.0 120.0 26-1/2' J7.2 79.7 60.2 120.0 118.4 120.0 120.0 26-7/2" - - - 32.1 30.0 83.4 1211.0 Z I� 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 32.8 70.4 53.1 110.2 102.8 120.0 30" - - - 28.4 26S 73.7 120.0 r 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 23.0 21S 59.8 109.8 Q Z d 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 1. - - - 20.3 - K40.9 96.7 lu el r 48' '42" 120.0 120.0 120.0 120.0 120.0 120.0 _120.0 48" Be 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 84.6 54" 1.14.8 120.0 120.0 1204 120.0 120.0- 120.0 54' - 39.1 29S 61.2 57.7 120.0 120.0 64' - - - - - 75.260° 103.3 1204 120.0 120.0 120.0 120.0 120.0 60' - 35,2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 67.766' fn 94.0 170.0 120.0 1204 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 702.4 120.0 66" - - - - 67.5 Z72' 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 428 93.8 120.0 72" - - - - - 56.4 019-1/e' 120.0 "120.0 120.0 120.0 120.0 120.0t20.0 19-1/8' .34.5 74.0 55.8 115.8 108.1 120.0 120.0 I9-1/8" - - - 34,3 32.0 120.0 W 26-1/2' 120.0 120.0 120.0 120.0 720.0 120.0 1204 26-I 2' 24.9 53.4 40.3 835 78.0 120.0 120.0 26-1/2 - - - 24.8 23.1 118.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 .120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 1043 W }� a 37" 115.3 120.0 120.0 120.0 120.0 120.0 120.0 ' 37' - 38.2 28.9 59.8 55.9 120.0 720.0 37' - - - - - 46.0 845 m (n n 42' 101.6 . 120.0 120.0 120.0 120.0 120.0 120.042" - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5_ 74.5 O1 48' 'S0-5/8'- 88.9 120.0 120,0 120,0_ 120.0 120.0 120. 48' 96 - 29.5 223 46.1 43.1 1075 120.0 48' 144' - - - - - 35S 65.2 0 o M.N Sb' .79.0 120.0 720,0 .120.0 120.0�-_120.0 720.0 54' - 28.2 - 47.0 38.3 95.8 120.0 54' - - - - - 31.5 57.9 z Z 3 rA 60' 71,1 114.5 115.2 120.0 120.0: 120.0 120.0 66" - 23.6 - 36.9 34.4 86.2 120.0 60' - - - - - 28.4 521 ?r '66" 64.7 104.1 104.7 120.0 120.0' 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 7 0 v n 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 Q V W •19-1/8' -120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 1 75.9 120.0 1 120.0 W�� 26-1/2' 88.1 120.0 1_20.0_ 120.0 720.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 1 120.0 O ARCHES TO BE INSCRIBED FHORIZGNTAL LNLUON '30". 77.8 . 120.0 120.0 120.0 120.0 120.0 120.0 .30'. - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE 1 37" 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - _42.0 39.2 109.1 120.0 42" 55.6 105.8 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 346 96.1 120.0 �-GIAZWG 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' 108" - - - 32.4 30.2 84.1 120.0 � PRODUCT 48' 63° _ _VERTICAL .54'• .43.2. 82.2 70.0- 120.0 120.0 .120.0..1 120.0 54' .. - - - ....28.8 26.9 74.7 .120.0. AIUWON o_ 80' 38.9 739 63.0 115.7 108.0 120.0 120.060" - - - 25.9 24.2 673 120.0 zo Z c 66' 35.4 672 57.3 105.1 98.2 120.0 120.0 66' - - - 23.6 220 81,2 1123 PRODUCT GLAZING 3 a n PRODUCE PRODUCT rn 72' 32.4 61.6 526 96.4 80.0 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 $ GLAZINGn,A7,1NG PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT m o NOTE: W1 V72 �r MUWON SPAN I m c 9 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. s (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYCML PICAL MULLION ARRANGEMENTS Engr,JAVAD VWD FULL PE!70592 turn u� _ WI +VP1 CAH.3538' n \ppmvcd.SN7n�1�%>[•'!>'i6f9to 2 e c Florida Il intc£w6, o v o +1 + O MULLIONS VON J d 1`3 drawing no. M14-01 1. sheat 3 of 9 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF WINDOW DIMS. I ANCHORS TYPE WINDOW DIMS. A E WINDOW DIMS. ANCHORS TYPE WIDTH(LY)MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH(W)MULL SPAN A2 104 AG B2 B4a Hob WIDTH(W)MULL SPAN A2 A4 A6 BE Boa B4b v 19-1/8" 120.0 120.0 120.0 120.0_ 120.0 120.0 19-1/8' 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 12010 120.0 73.2' 105.4 120.0 26-1/2' 70.6 120.0 120.0 45.3 65.2 90.6 z 30" 120.0 120.0 120.0 120.0 120.0 120.0 30' 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 1'"� ry z- 37' 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 B8.2 120.0 32.4 46.7 ".9 c 42' 120.0 120.0 120.0 89.3 120.0 120.0 42' 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 Q Q+ 48' 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48' 74-1/4' 6310 109.9 120.0 40.4 5B.2 80.8 48' 120" 39.0 68.0 102.0 25.0 36.0 50.0 0. 54' 108.4 120.0 120.0 695 100.1 120.0 54" 56.0 97.7 120.0 353 51.7 71.8 54" r3-4,71 60.4 d12 22.2 J20 44.4 a'G 60• 97.6 120.0 120.0 62S 90.1 120.0 60' 50.4 87.9 120.0 323 46.5 60.6 60' 31.2 54.4 20.0 28.8 40.0 5 h M 66' 88.7 120.0 120.0 56.9 81.9 113.7 66' 45.9 79.9 119.9 29.4 42.3 58.8 66" 28.4 49S - 26.2 36.4 Q� Ii1 Wom 72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 26.9 38.8 53.9 72' 26.0 45.3 - 24.0 33.3 Q'a nGQ.O 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 l2r' 120,0 120. 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 57.0 82.1 114.1 W 26-f/2" 120.0 120.0 120.0 120.0 120.0 120.0 100.9 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 412 59.3 62.3 3 30" 120.0 120.0 120.0 114.3 120.0 120.0 89.1 12MO 120.0 57.1 823 114.3 30" 56.7 96.9 35.4 52.4 72.7 37" t20.0 120.0 120.0 92.7 120.0 120.0 72.3 120.0 120.0 46.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 42.5 .59.0 Q 42" 120.0 120.0 120.0 81.6 117.6 120.0 63.7 111.0 120.0 40.8 58.8 81.6 42' 40.5 70,6 106.0 26.0 37.4 51.9 48" 42" 111.4 120.0 120,0 71.4 102.9 120.0 Bq" 55.7 97.1 120.0 35.7 51.4 71.4 48" 7 132" 35.5 61.0 92.7 22.7 32.7 � 45S54" 99.0 120.0 120.0 63.5 91.4 120.0 49S 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60° 89.1 120.0 120.0 57.1 82.3 114.3 44.6 77.7 116.6 28.6 41.1 57.1 60' 28A 49,5 74.2 26.2 J6.466" 81.0 120.0 120.0 51.9 74.8 103.9 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 N7Y 74.3 120.0 120.0 47.6 66.6 952 37.1 64.8 97.1 23.8 34.3 47.6 72' 23.8 41.2 61.8 - 21.8 30.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 1123 120.0 19-1/8' 61.6 120.0 120.0 52.375.3 104.6 .Jj o 26-1/2" 120.0 120.0 120.0 107.3 120.0 1 1204 26-1/2" .88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 5&9 102.6 120.0 37.7 54.3 75S 1 W 30" 120.0 120.0 120.0 94.8 120.0 120.0. W. 78.0 120.0 120.0 50.0 72.0 100.0 30' 52.0 90.7 120.0 33.3 48.0 ' 66.7 37" 119.9 120.0 120.0 769 110.7 120.0 37" 63.2 110.3 120,0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 03 00 42" 105.7 120.0 12010 67.7 97.5 . 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 64.8 97.1 23.8 34.3 47.6 to t- m 48" 50-5/6' 92.4 120.0 120.0 593 85.3 118.5 48"- 96" 4&6 85.0 120.0 31.3 45.0 62.5 48" 144' 32.5 56.7 85.0 20.8 30.0 '41.7 ~ O'D In H p I 54' _82.2 120.0 120.0 52.7 75.9 f05.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 3710 > J m 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 3910 68.0 102.0 25.0 36.0 50.0 60" 2610 45.3 68.0 - 24.0 33.3 Z Z 66" 67.2 117.2 120.0 43,1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66 27.6 41.2 61.8 - 2I.8 30.3 j 3 Z W M 72" 61.6 107.5 120.0 39S 56.9 79.0 72" 32.5 56.7 85.0 204 30.0 41.7 72' 21.7 37.8 56.7 - .20.0 27.8 Q 0 W v 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 10&8 120.0 120.0 69.7 100.4 120.0 26-1/2' 120.0 12D.0 120.0 86.3 .120.0 120.0 26-1/2" 78.5 120.0 _120.0 50.3 72.5 100.6TYPICAL ARCHES TO BE INSCRIBED ANCHORS TYPICAL INSIDE RECIANGUTAR SHAPE 0 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 B&9 ANCHORS 37" 96.4 120.0 120.0 61S 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL IUWON 4Y 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 74.3 120.0 120.0 47.6 68.6 95.2 48" i/ GLAZING 48' 63' 108" 43.3 75.6 113.3 27.8 40.0 55.6 �� i� PRODUCT 3 -' 54'' 66.0 '115.1 a 120.0 42.3:' 61:0 84.7 - 54" .. 38.5 67.2, _100.7 24.7 35.6. 49.4 '' MULLION z " Y m 60" 59.4 103.6 1200. 38.1 54.9 762 60" 13 60.4 90.7 222 32.0 44.4 j 66° 54.0 94.2 120.0 34.6 49.9 69J Be" JiS 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING � PRODUCT PRODUCT i3 72" 49S 86.3 120.0 31.7 45.7 63.5 72' 289 5010 75.6 - 26.7 37.0 3 CUBING CLA2ING TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). PRa9ucr PRODUCT ANCHORIl LITS c m NOTE: ANCHORS ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER WI v2 I MULLION SPAN L c LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS o FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. �', Y!I +W2 E^ar..wVAn aHNAD (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 I' PE L70592 ' Approved w cmmnlying 1vi616ic CAN. 538 floridn Oa84 `��P""."/20� 0414 S'/jet o I, Cbnt _ NOAii" ANCHORS L�y=Y CCT +G{ 14111' M14-01 ' sheet 4 of 9 V.V TYPICAL ANCHOR' TYPICAL ANCHORS �Ic 2 PER CLIP(1 ON EACH WWG T PER ANGLE \\ \ v R � OR E o I� isii �7 onW n FLOATING CLIP 11 1 1 2 X 2 X 1/8' �'yon > I I i ; SNUG FIT INSIDE MULL U LI ALUM ANGLE O D•1<. 1-3/4"O.C.M NS 7 1 1 1-3/4"O.C.MW014 S 4 PER CUP 2 PER ANGLE Z � U o q in O J ANCHORS TYPE `A2' TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MW.EMOED,MW.EDGE DIST, m -/p 1/4"DIA.ULTRACONS BY'ELCC1 I m (Fu�177 KSI,Fy=155 KSI) CONCRETE 1-3/4' 2-1/2" 00-of 1/4"DIA SELF DRILLING SCREWS METAL (GRADE 5 CRS) Z Z 3 LL TYPICAL ANCHORSTYPICAL ANCHORS CONCRETE 1'c= 3000 PSI MIN. 3 Z} 4 PER CUP(2 ON EACH WING) 2 PER ANGLE J Q.d.J.^.. METAL= 1/8"MIN.THK.STEEL Fy-36 KSI MIN. p \ \ \ 1/8"MIN.THK.ALUMINUM(6063—T6 MIN.) 4 W RN EF\ \ I I CODRHCREIE ANCHORS MAY BE HEX OR FLAT HEAD. I I lul/d 6\UU t I M AL sT UC E `v < AL CUPS AND ANGLES TO fTT SNUG INTO 7718E MUWONS. 1 f \ I I 1 I I I I CUPS OR ANGLES CONNECTED DIRECTLY TO WSONRY TO BE PROTECTED WITH ALKAU—RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR I ® ® —I � It SNUG FR INSIDE MULL U Ll ,. WATER—WHITE METHACRYLATE LACQUER. c + + N 1 1 II I I I L____________ J I1 I 2 X 2 X 1/8' C I I N Lj FLOATING CLIP I I ANGLE 1 I 1 1 AWlA ANG 1 1 t #14 SMS 1 1 914 SMS 1 1 1-3/4'O.C.MIN. 1-3/4"O.C.MIN. 4 PER CUP 2 PER ANGLE c m a C 2 S it En9r. CIVR.JACNI AHMAD m •! i m Approv.dm woiplyb%,vidl die F OAq 70592 c 38 FlnriUn BuBdi�"Co O g ar Urate TrPIraL ANCHORS TYPE `A4' n1°�a„'tffdprGM'Y' c� - MAY drawing no. ' M14-01 •— sheet 5 of 9 4,u 0 a TYPICAL ANCHORS TYPICAL ANCHORS Z 8 PER CLIPZFACH YANG) 3 PER ANGLE k 99 I 1 1 #Mi�tA4� 13 ET U I I I M AL U E til (% C°GGo T d !ING CUP ! ° I 1 NUG FFIT SNUG MULL �j u 2 X 2 X 1/8' ALUM ANGLE #14 SMS I¢74 SMS j j �Z 1-i/4'O.C.MIN. I 1 1-3/4'O.C.MIN. I 1 6 PER CUP 3 PER ANGLE a Z yS ul eeelilO 'U o In I z Vi J 7 N W �^ TYPICAL ANCHORS: f N ANCHOR TYPESSUBSTRATE MIN.EMBED.MIN.EDGE DISI, m (�W op 1/4'DN.ULTRACONS BY'ELCO' n 2° e f (FU-177 KSI,FY=155 KSI) CONCRETE l-3/4' 2-1/2' F7- o 0 on r TYPICAL ANCHORS TYPE AB 1/4'OTA SELF DRIWNO SCREWS METAL 1/8' 3/4" 7 L]-J (GRADE 5 CRS) z Z U- m 3}. CONCRETE=I'c=3000 P51 MIN. 7 3 Z�fj n METAL- 1/8'MIN.INK.STEEL FY-36 KSI MIN. J Q-to 1/8"MIN.THK.ALUMINUM (6063-TS MIN.) Q orn� ANCHORS MAY BE HEX OR FLAT HEAD. O ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR WATER-WHOE METHACRYLATE LACQUER p v v c m o a m m o O En9r.JAVAD ARMAD a f p CML FIA PE/70592 o n APIA1fYCAtMOr40pty�G$O.�EI1tRQ CAN.7578 n�da,lnlDa� �� r onn — Q Afgaxe ad Pm VfolJ' drawing no. PfAY Z3; O�k M14-01 sheet 6 of 9 TYPICAL ANCHORS \2 PER CLIP(1 ON EACH W(NG) ICER�GLLEE \\ \ \OR 0a I\• L O u N 1 I tv o uc F 3 �a o i 1 1 I I 11 I a(Vy 1 I a 4, L----------1 u i i i O o '4 1 1 1 t ELOATINC CUP 11 I I 2 X 2 X 1/8" O'O W o I 1 i i SNUG FR INSIDE MULL U UI ALUM ANGLE O�Q I o O 1-3/4"0 C.MS 1 I 1-3/4"014 SMS C.MIN. 4 PER CLIP 2 PER ANGLE Q 3 Ei uZ Z n n�IA O �I TYPICAL ANCHORS: J ANCHORS TYPE `132' ANCHOR TYPES SUBSTRATE IMIN.EMBED.MIN.EDGE DISC N t, 1/4"DIA ULTRACONS BY'ELCO' MASONRY 1-3/4" 2-1/2" m" (F-177 KSI.Fy=155 KSI) WOOD 1-1/2" 1" m m M o O � WOOD =28Y WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. j 0 m m MASONRY=C-90 HOLLOW/FILLER BLOCK fm - 2000 PSI MIN. Z TYPICAL ANCHORS TYPICAL ANCHORS S +�Z �n 4 PER CUP(2 ON EACH WING) 2 PER ANGLE IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -I 0 p F` i�� THEM TO BUILDING STRUCTURE. ¢ ��,� I I OR 0 U U I I flWOUED STB U ANCHORS MAY BE HEX OR FLAT HEAD. O I I l'i' L-------------J H 4 71,1111 c IL 1IFLOATING CLIP2 X 2 X 1 8 SNUG FIT INSIDE MULL U ALUM ANGLE /14 SMS I AI /14 SMS I I 1-3/4"O.C.MIN. 1-3/4"O.C.MIN. 4 PER CUP 2 PER ANGLE c o S d o c i O "1 En4r-JAYAD AHAOtD d •L g CML m Approved arcomplyhyl N%dl* FLA.PE IQ 70592 e Floldn UD25ml g CAN.3578 19 a 3/8"MIN. a TYP. TYPLCA ANCHORS TYPE B4a MR , Lp 'AAY l.:7 20A \ - drow(ng no. L y—ttlM 14—01 sheet 7 of 9 CAL ANCHORS TYPICAL ANCHORS QIP PER ANGLE O z 4 PER CLIP(2 ON EACH WING) \\ 04oz, LdeKIO R 1 I I WR ROD S U d `a C a +1 p0�Q t O"- 1.o 1 I FLOATING CLIP 1 I FINSIDE MULL II IJIzx 1/6" SNUG ALUM ANGLE �. m O y� 1-3/4"O.C.MIN. I i 1-3/4'O.C.MIN, I S PER CUP 3 PER ANGLE l7 m � o U m a !o TYPICAL ANCHORS: ANCHOR TYPES I SUBSTRATE IMIN.EMBED. N.EDGE DIST. 1/4"DIA.ULTRACONS BY'ELCO' lJASONRY 1-3/4" 2-1/2", m N F�t--� (FU-177 KSI,FY-165 KSI) I WOOD 1 1-1/2' I• :D 07 n 4' 1-- TYPICAL FlPJCAL ANCHdRS TYPE 'B4L7' WOOD- 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. j z • MASONRY-C-90 HOLLOVI/FlUED BLOCK fm -2000 PSI MIN. z z IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW z W n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -I p THEM TO BUILDING STRUCTURE. ¢ W m w-3 ANCHORS MAY BE HEX OR FIAT HEAD. I LL O v c d a o W •m O O Engn JAVAD AIi m >f ApPmcd as oompfyWg RNl Ike Hh PE%L70.;92 17otida 13iuld t CAN.3536 Doic NOAtl .2� S o` A110 Ju1r,[�ad� o i F \ :' drmving no. NAT"Z 20 4 M14-01 ' sheat 8 of g 114 SMS a SEE CHART FOR QUAHHTIES TUBE MULLION a E Z Til --- 9 -------- #14 --- HTYPEffl #14 FH2/ cm t/s"THICK ALUM tY a LENOTtIINTO BE lAUWON a TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATIONf-OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 814 FH SMS ; t ---� 1-1/2"O.C.MIN. 1 OAN ACCESS HOLE FOR UANRTSES------ ----- I fq J _ --�- ------ - a U) J m V. w ----- ----- -- -_-_-`�_----- -------- ------ --- - — w r w 4 ro i ! ! i 00". INSTALLED IN IN ERHCAN BEft i I X14 FH SMS s i Z P DIRECTION h I( PER CUP 1 0c. ?r, a to to 1-3/4'X 2"X 1J8"{Ft3R 2BY TUBE) 3/4"X 2"X 1/8"FOR(iBY TUBE) • ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE _ . ANCHORS DETAIL #1 0_ METAL TO METAL CONNECTION - U d 814 SMS �� v PLUMS INTM E& MR, EDGE DIST kqN,CL TO CL SPACWG a T+ _. -1/2 a'po Enyr. WiAD MWb CML FIA.PF70592 (n Armmvedal lylop"Idl0T4 CAN. ;7aS �� y 3 Mata �{ / WCIAFI�} a r;+atSAl �� ('� 'r{`. drowing9 no, L �=sh�eetof