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WS-19-2366MIMI®DoADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTAN REVIEW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 2,-F,(786) 315-2599 ECO Windows Systems, LLC too 9114 N. W. 106"' Street, APPROVED DATE*_�� Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cons tion e documentation submitted has been reviewed and accepted by Miami -Dade County RER -Produ 1 to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A 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 AM 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Ours00900* win Entrahce Door (L.M.I.)", sheets I through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, d6aie�ggin 3/12a�'ri'd'last .... • • •, revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-VA&Qounty Prgduct Control Renewal stamp with the Notice of Acceptance number and expiration date by the A&ami-Dade C,µnty • • • • • Product Control Section. *0000* ....' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' �:": • Limitation: • • 0066" 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Dbubte poor QP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max.door leaf";th sham* ••'� not to exceed 37". See locking options 1 & 2 in sheet 7_1. • • .. ; • • • • • 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G' 4 limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, .Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-1220.11 MIAMH=E COUNTY= Expiration Date: March 20, 2024 ® Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-124027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum0letter datedlun4.29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Raf9e1 E. Proz'ggqq, P. E. C. CALCULATIONS •••••• 000000 1. Anchor verification calculations and structural analysis, complying witAT8t!-2014(5'1 Editiop),,.; prepared by Al Farooq Corporation, dated June 02, 2015, signed and se's by Javaa*Alx�nad, P.E. • 00 0 2. Glazing complies w/ ASTME-1300-02, -04 & -09. •0.... 00 0 00 0 • 0 0. • 0000. .. .. .. . 0000.. D. QUALITY ASSURANCE 0 1. Miami Dade Department of Regulatory and Economic Resources (REI#). • 0000.. 0000.. • E. MATERIAL CERTIFICATIONS • • 0 .. ; • • • • • 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former NF •BuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. e,L,,., �, \[N —'.\ __ Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6t' Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ;• • F. STATEMENTS ' ' • 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6'16LMi on (2b-i-;}& of n a.,: financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sea'1'etl•by Javac?Ahmad� PSE.- .... .... . . G. OTHER ' .... .... ..... 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. ""•• •• •.:..' 1. New Evidence submitted. • A. DRAWINGS Osseo* 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrancp�Door (L M.I.)", shuts.), .: through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12•agj)ast revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 60D �j,UNI\�M 0(�TgKINC �N�t!%5. DOOR SINGLE (X) AND DOUBLE (%X) LEAF DOORS SEE SHEET 2, STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TME REQUIREMENTS OF THE 2017 (6TH ED(rION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVNZ). 18Y OR 28Y WOOD BUCKS A RUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WNL DRESSING OR STUCCO, A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE A ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.a. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER BNFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. TI/8' HEAT STREN'D. GLASS \\ .090' la.'", \,TroFlfa PVT 1 BY Karorq America, bc.' p F 1/8' HEAT STREN'D GLASS SIUCONE OOW54899 t .QA25_T m SGL —3/16' NEAT STRENO. GLASS \ .090' mlarbyer 'I�_, T—II,F PVB e \ BY 'Kmaroy America, Inc.' Z m p 13/16' HEAT STREN'0. GLASS .R ( SILICONE I Refi DOW51L 899 : p ACYZ Q `�- ii (/ LL \ Zr 4 \ / SETTING BLOCKS AT LAM. GLASS uW REDD. FOR WIDTHS EXCEEDING 36' ONLY ? '-' NOTCH GWING BEAD LEG TO lag g CLEAR BLOCKS �7 I INA- TVPC 'r ' 1�•5i••e�E +9e�MT••!• •1+0Sr • • C� C,v, 4pnaw c>,lac•.,E�K,ar,"tz � w -1/8' TEMP. GLASS • • • • • • 5/I6' AIR SPACE QGC SPER • • • \e �\1/8' HEAT STREN'0. CLASS \ • • • • • • \ \ .090' Interlapr• .-So1M. Clear Me Caw Cbw • 0000 • Br Leaman Ch# i ,' Co' • • • • /B' HEAT STRFN'D. GLASS • • 0000 SILICONE DOWSIL 899 • • : • • • • • 1�•5i••e�E +9e�MT••!• •1+0Sr • • C� C,v, 4pnaw c>,lac•.,E�K,ar,"tz � w O A AF'Yr� n ` Cilie. 70592 -Md1 6 1018.'g) Bh,A,le OF T t(Y\% draring THESE DOORS ARE FATED FOR LARGE A SMALL MISSILE IMPACT. I s. " '; ID�',(�YI / HI1'L—OH SHUTTERS ARE IOT REQUIRED. YYY S/�jNA` ------ ---- �r�N........ TSj sheet 1 of 9 QGC SPER • • • • • ^�� St STEEACL • • • \\ /I • • : • • • • • SETING AT I W. CLASS NOTCH GLAZNGiW LEG ip CLEAR B LQJNS • • NLODL'C FREVIS[• • • • • A -Mt., --031f' ■�M�.1rm_ wiz , b7'j • �elsE.-.,I.�G,.y. --�rM O A AF'Yr� n ` Cilie. 70592 -Md1 6 1018.'g) Bh,A,le OF T t(Y\% draring THESE DOORS ARE FATED FOR LARGE A SMALL MISSILE IMPACT. I s. " '; ID�',(�YI / HI1'L—OH SHUTTERS ARE IOT REQUIRED. YYY S/�jNA` ------ ---- �r�N........ TSj sheet 1 of 9 39 3/4- MAX 76" MAX. 37 3/16. MN. SI FRAME WIDTH i FRAME WIDTH FRAME WIDTH rvl HEAD & SILL ANCHORS I z AT STILE ES 0, 5 12" 5. (4) AT 3-O.C. 12' Y mAx. 12' SILL HEADISki. HEAD/SILL C, CORNERS CORNERS m . r7 00 o Col - E I / /,, nE� UOC� 01\1`10N� g LOCX OPTIONS 2 #1 OR #2 ON , S ------- /-(OPT*N 2 SHOWN) FOR DE%RIPTI -10 GESEE E 'CR,p ;a SEE 4 * J Z p 2 O'C (FLM L e vi so tlf 6 o ji o iiO -- FI- E SURFAC,NTrL- SURFACE APPLIED AIP HS DR TINP S su., FALSE .1 6 5/,6 FALSE MUNAP OR 2. 15/16' 26 15/16:j FALSE MUNTINS 32 3/4- DECOR�PVE OR • -4-5 —LOVG-- DECORATIVE GRILL .1 1 � § o E� FL. OPG, 'L DECORATIVE GROL MAY BE USED BE I'll MAY BE USJp • 3 MO_] *so*** WIDTH LEAF WIOT io M (XX) .�Aime- STAND ALONE SlNE. Ile lj� .:� - o : (0) CAP PSF FOR �& DOORS LOAD CAPACITY PSF DOORS LOAD SEE SHEET 3 SINGLE DOORS 0c) Bou BLE DOOR O'Ns, LAMINATED GLASS DOOR GINS.FRAME CLkM1 ATED GLASS fPAME LEAF FRANC fPAME LEAs NIT.(-) fRobtic r ItEvzm MOM WIDTH HEIGHT EM.(1) INT.(-) WIDTH WIDTN HEIGHT IIIIA& 70G 750 15- 70.0 1 75.0 A4etplAYes N. Ia,-o3l GLASq Q.1 Q DIMS. D.L.O.EIGHT . FRAME HEIGHT 11.125' :LL o: D 'o WIDTH (X DOORS) FRAME MOTH - 12.813" D I.D. WIDTH (XX DOORS) (FRAME WIDTH - 22.125')/2 NOTE: NOTE: CLASS CAPACITIES ON THIS SHEET ARE TE EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) Ely BU AND FLORIDA BUILDING COMMISSION 1w1 2-081 ILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 SINGLE SIDEUTE WIDTH REINFORCING AS 1EO0. SEE CHART I _ J9 -3/i MAX. (SINGLE) SIOEUTE WIDTH I 76" MAIL. (DOUBLE) —._— _ � DOOR FRMIE MOTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIOELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS DLO DIMS D.L.O. HEIGH.T (SIOEUTE) FRAME HEIGHT - 11.000" D.L.D. WIDTH' (SIDELITE) FRAME WIDTH - 4.438" 146' MAX. 26 15/16' 26 IWV'• r •'* DECORATWE GRILL TESTED FRAME WIDTH D.L. OPG. '• ISL VC. • 'n� C HEAD a SILL ANCHORS CLUSTER Of/ AT STILE ENDS (4) AT 3' O.C. f 6. (4) ANCHORS II AT HEAD/SRL 12" HD ShA U '1 (A% / NEM 7 CORNERS t�tI - _ - SILL _ DOOR FRAae WIDTH MMuI i,'I-" I ) I LI e. (OXXO) ) SINGLE SIDEUTE WIDTH REINFORCING AS 1EO0. SEE CHART I _ J9 -3/i MAX. (SINGLE) SIOEUTE WIDTH I 76" MAIL. (DOUBLE) —._— _ � DOOR FRMIE MOTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIOELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS DLO DIMS D.L.O. HEIGH.T (SIOEUTE) FRAME HEIGHT - 11.000" D.L.D. WIDTH' (SIDELITE) FRAME WIDTH - 4.438" SURFACE APPLIED FALSE MUNiINS OR J ]I J/s' I "-- 26 15/16' 26 IWV'• r •'* DECORATWE GRILL D.L. OPG._ D.L. OPG. '• ISL VC. • 'n� C MAT BE USED I • f II LEAF VOT. .+� eKwl.e c•I• SNKUTE FRAME MpTN 39 3/4" MAX. E) . • •I+.�•r No )il- 1270• 1 1 II.AX. ]6" MAX. (DOUBLE) • . � A4ninr� _ f1 SEE CHART AT IFFT DOOR FRAae WIDTH MMuI e. (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FOC 2014 I� L' i -- - - - \JJ� y. RUCTNE— ! 1 LOCK 0pyY (/1 ORn21 TION SkoY i 15 S IRIR q I / ACTH ` ) • • • • —=1"1=1 _ SURFACE APPLIED FALSE MUNiINS OR J ]I J/s' I "-- 26 15/16' 26 IWV'• r •'* DECORATWE GRILL D.L. OPG._ D.L. OPG. '• ISL VC. • 'n� C MAT BE USED I • LEAF VOT. .+� eKwl.e c•I• SNKUTE FRAME MpTN 39 3/4" MAX. E) . • •I+.�•r No )il- 1270• 1 1 II.AX. ]6" MAX. (DOUBLE) • . � A4ninr� _ f1 SEE CHART AT IFFT DOOR FRAae WIDTH MMuI e. (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FOC 2014 I� oiIUWCF REVISED r� %� CI KEVIFY•FTnli TI�IIIjr�, SII F -a IF aCode �(� AettWwNo l8-nstS Jg /�iF,DI 4fw nl. of Ee°o-'°"o"`—�•1-aol•i5 )uccv�'•b = I \I p I NOTE: �— ..1 C1h55 CAPACITIES ON THIS SHEET ARE (,' i I 4Y'`, EASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 _ }1;4i;�'q! ,ctiC?O�/ W12-08 9/16" MIN. PrENET BOLT vENETRArION TYPICAL ANCHORS E DST. SEE ELEVATIONS TFOR SPACING 34 2 IF'r GLAZING OPTIONS P- A T I A7=1p71 112 IYFlC ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 2w WO00 BUCK EDGE DIST.ter WO ._ T OD BUCK OR SrRUCTC EDGE 01St. SEE N01E SHUREET 1 Ll y IW �W / TYPICAL / ANCHOR Ty 'CAL ANCNORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING ITBY OR 20Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ _ _ _ TYI_').QA1 _ANrii_ORS: SEE ELEV. FOR SPACING ,g2BYi ACON ErY • 1 O• (r.-177 K4• Fy.155 KSI) INTO WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU IBY BUCKS INTO CONC OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMSE0 INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1:;/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) /4" MIN. EMBED INTO BLOCKS (JAMBS) >r14 cMc OR C LF DRI U"CREWS REWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. /6063-T5 MIN.) STEEL: 1/8" THK. MIN, (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH AUMINUM TO BE PLATED OR PARKED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN, INTO WOOD STRUCTURE - 1` MIN. INTO METAL STRUCTURE � :/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Cc - 3000 PSI MIN. C-90 HOLLOW/FALED BLOCK AT JAMBS V• . 2000 PSI MIN. v t' A! uETAI `V �Ila. EDGj-STRUCTURE E qST� ! Z !L P1 IOM LTYPICAL ANCHORS a 9 Q SEE ELEVATIONS FOR SPACING d� --------------------- jIuWAI-RADE Cd1NTY APPROVED Ij SEE SEPARATE ONQAli i E 9 I •• 0000 ��J •�i x0O•••� 000.0• � �, • S •� u • • • • • • TYPICAL ANCHORS SEE ELEVATIONS • ¢ --� • • • • FOR SPACING � •' • 0000 000• 0000•• I b�l� �I 0000•• I��Z3``g 00 of i-144 • 0.0000 • y(:Wmmy'I • • • • I , nosu rtw*m • m0/PIUC111iI�''W'Ab�• • • 4I I cl arm+xprtati •� de `3 I • alY AwnK nCie�A. )7!-�i�0_�) • AaeYe t �• y !'rnl..Ha IIAR EwM�� • �i o #lo rMml l .eMAM s .olL L Fp-,)on n----FTntt s /'P. uGENgf'ro �i ` I "S L 70682 MAR 1 5T 1018 iyyyl rra 1T�-TS`` jahW 4 -1 9) SNi4 � CONCEALED (LUSH BOLT$ EVERS AT STILE FACE / S"I i� I�3I IBY n' TYPICAL ANCHORS 3 WOOD BUCK ro q 5 ELM t6 ACTIVE: LEAF I10 ) FOR SPACING 26 2, — — TYPICAL ANCHORS g g F ti • - I \ WE ELEV. m S FOR SPACING 'Moot g I l) T5 XTF.RIOR / D LO METAL STRUCTURE J 1 Z SEF SPEC SHEET , L� �TM \ LOCK OPTIONS Q W #I OR 12 39 J/,' uA (OPTION 2 SHOWN) _— — ---. .'—�- SINGLE DOOR—FRWE WIDTH - — _—._ ME SHEET 7.1 FOR DESCRIMON I MA%. vI; J $ I/. MAX. n SHIM J SHIM CONCEALED FLLSN BOLTS \--/ CONCELIm FLASH ROUTS N o ANCHORS I 3 LEVERS AT R2510E FACE OTSiIIE \ /' LEWRS AT STILE FACE I OR W000 / N SEE ELEV • ' l�I \ WOOD ST T WtE I Ci FOR SPACING }. 16 INACTIVE LEAF _ r__ — / ARIVE LEAF00 • �$EE NO:SHEEi I i e 1 2. IJ 26 • •: -•'� nii __� ••••- '� � • BIW 1 •mS .�, L •' I 25J I • • I TYPIC,ymANCHORS pp!! 9 „ CI • • • • I E FLEv. 1pN( D.L.O. • • PACING I•' 1��- 2� li .... —:60 • : • • : I • • • I 1 •t P LEAF w,DrH 1°CR DPTIDN d2 I F.X'1'ls ttlOR IM �� to • T - LEAFWIDTH •• --.1 vmWyly, •'I •�Y) lW -I ! __— -_—_. dW10ip C.ae FESS qq y R L__ 76' MAk. DOUBLE DOOR FRA _.. _— .. ___ • • • • • • A^'LI'la��rr Nu 1270. i 1 u S 3; S.�I ME WIOTH 0• tapiratiPa TNga Z ti •7 v m �I£ �. 2 POINT LOCK ASSEMBLY—\ ,—, POINT LOCK ASSEMBLY INACTIVE LEAF ALTIVII LEAF bwN4 Cib • *� 11F1 ROM fit AaePMKF R•i� 4 3��i t � • • • �I 2A �/� I yt� `• C..•r'r �%N�P I Lp� 1��f'gii�\, � _„ i g I I yy J: Is 3 EXTERIOR TIIOF :7I droving no. oRIC4•`,,AA_ ae OPDON d, DOOR DETAILS en�et 6 oOg U ��s TYPICAL ANCHORS ,� + FOR SPACING 1/aLEVATORS' VAX. —SHIuI 5 iH�Y '- IWOOOD DUCX 0 SEE ELEV. F i T7PIGAL ANCXLM I _ W fj FOR SPACING s II yI yy� 1YPM+0. ANCHORS ► C i qg GIFOR SPACING I N W O G 1 EXTERIOR 43 O. Jo VEIK SiRUC1UAE _ I NmiN .) SEE SPEC SHEET , a2' AT 55' HT. ^ r C' ]7' Ai 98' Hi. NAX. SINGLE SIOEUTE WIDTH I @ b U IJ ( I I iGIyWZ! �I GLAZING OPTIONS REINFORCINGf- W i %-SCE SHEET 1 Z /,, NAX H AT 5' MOUSMSENDS �' l 19 SERECO. SEE SHEET ] • • I u � N � 52 L I SHIP AND I I • O.C. AUX. • • • • • • �Fn x \ ..... .... •: Z I3�i I 41 _ =6 M �• • • I yyn11'I V iii 1 — .____!I ._ n L2V.],A. %. OA�••VR •• R••AI R••• D••WTnI.I•-•• .X __—_'•••.—. •• •.•..•.••_• TPMAI ANCHORS L - SEE FILE, OR SPACING D.L.O. IDLO_ LEAFrYu) EXTERIOR 39 ]/: (SINGLE) • • •••• • SIOELITE WDTH ]A(DOUBLE)• RAME MOTH_ •• I ;_-; •lca»-i 4 �f!�dRy'.i!II��$•gY� �I:1$>''y•y� �il. •eeRa�'?!�I� Sf�_i• II' NUEE9EY19fiD �I - p>w>,RwnfMe Nw +NArI.N1rII i OPIy4 A.nN.ila vIR »IO,Y 11.Ni �. TJc�sp'-•. ^I o C A^T•.'NA I3'IZ7o•11 N.wsn=C.e E.q Ia. 0.R U -e 215.1 S 1 a c4Y I.y r.w ml.y }syyli { R.� 1 6tai018§nli a I) 1 Ned CN.Nw+ BT45drawl g no. I T EDGE DIST ._^� sEEWCA ANCHOR$NS — W12-08_ •••••�11 FOR SPwG SIllEWTF. D}9'AILS 6 of 9) , Z �I 0 y $ d `i NJ� LL<'. T• R a$$ y� W 33 N O Y' Z 3•I` pb. 9WH i+ L1 •#�V +. ,�I•�'4 fl sb�IF • • • • • • • l•-11BN• SEALANTS; • • • • • ALL JOINTS AND FRAME CONNECTIONS SETLED WITH • • • • • SCHNEE MOREHEAD JM5504 j"ALANT. • • • • • • •„, • • • • t- oil$ C b�•'' •`"7,11111 �%]N mu.o Ba6M® WROWE,,q "'f� GENIv, PMA6 W41E[ifUYL /` Q;•> cBNBE''.]() u 4n61q Gb % i g E.P,. Ke Nu (9^�27a•)) AAnpaAn NR/ Oj 13 /_ h,. 70x92 s m C%pnNne DAh { E%yYAtlAA Ome1 I_ ,15 MroiYMe IaM '�'. Wd•Ad•Pry .CMO .• �„ �DT I OF •,y4A f � Oraw�nq o. �./ W12-08 -N L - __u1 nod!`- (neat 7 01 9' REM i PARI / RfQD. DESCRIPTION MATERIAL MAh P./BUPPMfR/REMARCS 1 EWt - DOOR FRAYC HEAD/SIILBO6S-T6 2 E803 - ERAME COIER 606J -T6 - J EBW - WOR ERAME JWB 1 E801 _- LDEUIE TOP k W1TOM RLWE.-_--- �A E636 59RRC !1807G. FPAME _ W6J-TB_ S C605 - 90CLRE PRAME_JAMB 6063-T6 -6 SDEUTE SUP OH DAUB 6061-T6 ] EW) tETF TOP k BOTTOM RAIL 6063-i6 - ]A E825 UAE 9' BOTTOU RUL 8063-76 - B E606 N'$IRIP ANPTER _8063-16 - 9 E609 - IF.LF MNGE STILE 6061-T6__- 10 LF.K LOCH STILE it � E611 -UAT' ASTRAGAL STILE 12 E612 LFAF ALIGNMENT BRACKET 8081-T6 IJ � E613 6063-T6 s-1/4' LONG i>A 1 -Es 13 NONCE BACK-UP PGTE W6] -TB 1Y LONG ,A E614-� GLAZING BF/J) (5/16" LAM. GLASS) 6063-i8 - IM E109 WA2R+G READ (]/IB' LALI. GLASS)- 6063-i6 - 15 E615 GLAZING BEAD (1NSUL. G1A55) -.__ 8065-T6 16 E616 � ISRAP tDYER - - -- 606J -t6- 17 -C,1J BOLT SUPPORT 8063-i6 NOT SHDWN _ IB �A$ REOD SIDELRE MULLION REINFORCING _ 8063-T6 _ 19 N-107 3/ LGE BUTLHNCES ALIWMUM $ULLNAN A ASSOC. 20 Fpt 102 ELUSN BOIi LMR $ULLNAN k ASSOC. 31 FBk91455 I - CONCEALED RVSH BOLT ROD ST STEEL $ULI--- SOC• • 22 /12 SU$ 1 AS RE00 1RIME ASSEMBLY $CREWS __•-• •.•-•.•.-_-.. 2J /12 % J/� HUGE INSiALUTIUN FASTENERS • �M SMS __ •_._^ as J/e_ou. iHREbED aoo 25 Nt 1J23 _ P,U W'STR,PPING _WOOL • ULTroa AB • • • •-�._ 26 E10618 -KN -3020 BULB W�STR,PPING _ SANTOPRFNF P -• • 27 E306 GLAZING BGO BULB SANiOPRENE ITMEAB—•->rr• 28 - GLASS SPACER_$II�OyE� LONE RUBBER CO. • 39 E822 - EU15N' BOLL CVP NYLON - _ 30 OLOIRC� BVLK BOLT SUPPORT BLOCK POLYE■TN�AAR•ERLOCN • • • • 3 1kU1W8 '/MITE WLi SUPPORT BLOCK POLYt�: Ac.p • • JJ 3/A ,Z/ NMPIER M SEIE OR WNG SCRLNS _ • f • � S• _- _ 3/ LITE SERWG BLOCK. t/K' % 1/2' % I_LUUG _� •. A=� RIOM —;j. . O,M_OUETER 6025 SS 2/ LITE SETTING BLOCK. 1/4' x 3/{' % A' LONG EPDM Ai ” FROU EACH R W23 , Z �I 0 y $ d `i NJ� LL<'. T• R a$$ y� W 33 N O Y' Z 3•I` pb. 9WH i+ L1 •#�V +. ,�I•�'4 fl sb�IF • • • • • • • l•-11BN• SEALANTS; • • • • • ALL JOINTS AND FRAME CONNECTIONS SETLED WITH • • • • • SCHNEE MOREHEAD JM5504 j"ALANT. • • • • • • •„, • • • • t- oil$ C b�•'' •`"7,11111 �%]N mu.o Ba6M® WROWE,,q "'f� GENIv, PMA6 W41E[ifUYL /` Q;•> cBNBE''.]() u 4n61q Gb % i g E.P,. Ke Nu (9^�27a•)) AAnpaAn NR/ Oj 13 /_ h,. 70x92 s m C%pnNne DAh { E%yYAtlAA Ome1 I_ ,15 MroiYMe IaM '�'. Wd•Ad•Pry .CMO .• �„ �DT I OF •,y4A f � Oraw�nq o. �./ W12-08 -N L - __u1 nod!`- (neat 7 01 9' REM i PARI / RfQD. DESCRIPTION MATERIAL MAh P./BUPPMfR/REMARCS 1 EWt - DOOR FRAYC HEAD/SIILBO6S-T6 2 E803 - ERAME COIER 606J -T6 - J EBW - WOR ERAME JWB 1 E801 _- LDEUIE TOP k W1TOM RLWE.-_--- �A E636 59RRC !1807G. FPAME _ W6J-TB_ S C605 - 90CLRE PRAME_JAMB 6063-T6 -6 SDEUTE SUP OH DAUB 6061-T6 ] EW) tETF TOP k BOTTOM RAIL 6063-i6 - ]A E825 UAE 9' BOTTOU RUL 8063-76 - B E606 N'$IRIP ANPTER _8063-16 - 9 E609 - IF.LF MNGE STILE 6061-T6__- 10 LF.K LOCH STILE it � E611 -UAT' ASTRAGAL STILE 12 E612 LFAF ALIGNMENT BRACKET 8081-T6 IJ � E613 6063-T6 s-1/4' LONG i>A 1 -Es 13 NONCE BACK-UP PGTE W6] -TB 1Y LONG ,A E614-� GLAZING BF/J) (5/16" LAM. GLASS) 6063-i8 - IM E109 WA2R+G READ (]/IB' LALI. GLASS)- 6063-i6 - 15 E615 GLAZING BEAD (1NSUL. G1A55) -.__ 8065-T6 16 E616 � ISRAP tDYER - - -- 606J -t6- 17 -C,1J BOLT SUPPORT 8063-i6 NOT SHDWN _ IB �A$ REOD SIDELRE MULLION REINFORCING _ 8063-T6 _ 19 N-107 3/ LGE BUTLHNCES ALIWMUM $ULLNAN A ASSOC. 20 Fpt 102 ELUSN BOIi LMR $ULLNAN k ASSOC. 31 FBk91455 I - CONCEALED RVSH BOLT ROD ST STEEL $ULI--- SOC• • 22 /12 SU$ 1 AS RE00 1RIME ASSEMBLY $CREWS __•-• •.•-•.•.-_-.. 2J /12 % J/� HUGE INSiALUTIUN FASTENERS • �M SMS __ •_._^ as J/e_ou. iHREbED aoo 25 Nt 1J23 _ P,U W'STR,PPING _WOOL • ULTroa AB • • • •-�._ 26 E10618 -KN -3020 BULB W�STR,PPING _ SANTOPRFNF P -• • 27 E306 GLAZING BGO BULB SANiOPRENE ITMEAB—•->rr• 28 - GLASS SPACER_$II�OyE� LONE RUBBER CO. • 39 E822 - EU15N' BOLL CVP NYLON - _ 30 OLOIRC� BVLK BOLT SUPPORT BLOCK POLYE■TN�AAR•ERLOCN • • • • 3 1kU1W8 '/MITE WLi SUPPORT BLOCK POLYt�: Ac.p • • JJ 3/A ,Z/ NMPIER M SEIE OR WNG SCRLNS _ • f • � S• _- _ 3/ LITE SERWG BLOCK. t/K' % 1/2' % I_LUUG _� •. A=� RIOM —;j. . O,M_OUETER 6025 SS 2/ LITE SETTING BLOCK. 1/4' x 3/{' % A' LONG EPDM Ai ” FROU EACH LOCKS: OPTON I/T: ACTIVE LEAF 4 POINT LOCK ASSEMBLY GLO1-6007 BY 'INTERLOCK USA INC: (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STNIKE PLATE 1/2' DM. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING IPODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INANA TNS 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW DOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM )INUM 3-1/2' X 7-5/8' X 122' THK. EXTRUDED ALUM HINGE PMT /FO -107 BY SULLNM 8 ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPM (38- O.C. MAX_) HINGES FASTENED WITH /10 X t' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION /2: ACTIVE LEAF CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSEf LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTEMOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN k ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8 FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2' FH MS INACTIVE LEAF CONCEALED RUSH BOLTS BY 'SULLIVAN A ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND W70M LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' M MS / 74 •• • i �,�,� •• •• ODUCf!b• •Yn.b • KN N Mo'ISRI vAClnf\ 1 � / ACtn[ La Ri W �� acxswai • I �I W �1,0 • • $2 � � Gp �, • • • V rJ I�1 •• • 6000 7 \ 6666• • / Y 3 3z F •0006• • (0, S 6.6.6• 6666 • 0000 ` Np 66•� 3-1/2' X 7-5/8' X 122' THK. EXTRUDED ALUM HINGE PMT /FO -107 BY SULLNM 8 ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPM (38- O.C. MAX_) HINGES FASTENED WITH /10 X t' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION /2: ACTIVE LEAF CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSEf LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTEMOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN k ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8 FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2' FH MS INACTIVE LEAF CONCEALED RUSH BOLTS BY 'SULLIVAN A ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND W70M LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' M MS / 74 U tpy" = eo <� n i ;figg i X j E ggo� y� OOd�u¢y C W JaZ$E Q HIS f •• • i �,�,� •• •• ODUCf!b• •Yn.b • KN N Mo'ISRI vAClnf\ 1 � / ACtn[ U tpy" = eo <� n i ;figg i X j E ggo� y� OOd�u¢y C W JaZ$E Q HIS f 6666•• •• • i �,�,� •• •• ODUCf!b• •Yn.b • KN N Mo'ISRI • 6 • • 6 • • • ST.rI W V w A" ew�M+wsOu��.L/q La Ri W �� acxswai • I �I W �1,0 • • $2 � � Gp �, • • • V rJ I�1 •• • 6000 `1p''T,IGEN3f •V moi\ 6666• • • • 6666 Y 3 3z F •0006• • (0, S 6.6.6• 6666 • 0000 ` Np 66•� 6666•• •• • i �,�,� •• •• ODUCf!b• •Yn.b • KN a�al•Rl: ' Mo'ISRI • 6 • • 6 • • • ST.rI W V w A" ew�M+wsOu��.L/q c Q e P' S• 2' �� acxswai • • •' • • 4mrK.+n not •fx61. ) • • �1,0 .-o '" MI6 j Tr `1p''T,IGEN3f •V moi\ '� 114 MW jn --9 W12 -08I x.000 .6255 T- 1.625 IT 1.]50-r .078 i -.519 .803 -}-.050 1 I 39a '� 170 .8�03 I L I `. y lIU 1� ail . <.]so -+= 1.017 N- J , 0<7 --I 206a --i u i�OR�.o l� GLAZING BEAD `- niA� GLAZ lJING BEAD GLAZING BEAD a n L 5/16• GLASS ]/,6' GLASS MSLI. GLASS ,-'1.507 DOOR FRAME HEAD/SILL I_..� G, _1 n a ;?� -4000 LEAF TOP/BOTTOM RAIL -.i_ I S 'T ot g R, ,.bas 4.781 . 1 078 _ ' 7.7,9 .076 6 $ f � .078 1.750 ,5I07 7.531 I r 1 I_r.712 y � J LEAF HINGE STILE I I .062 1 N Ii�aII �' w - 5.344 ♦.000 -y 1,507-1 1.750 .� e LEAF W'STRIP ADAPTER • • � V �j � � O T' ...... • • • h� E=£� 25� SIDELITE TOP & BOTTOM FRAME 1r09< 1 750 2.08 :3-d - I I- L 2-u 7�-F iIr --' • • o 1112 Z .076 -' (7A) 9" BOTTOM RAIL (\ • • • • • U ��n[y�' 0- I�!-�• 1.507 -1_ 01., 01., LEAF LOCK STILE LEAF ALIGNMENT BRACKET �_ 7�.,• • • • • • .076^-.715 07 81 1.50 1.750 2 z FRAME COVER ].]I9 _.0]8 • �.• • . • . • • -_ ,aa . mY•v!F ,.57< .125 3.781 •• •• �eieln6 �,1• I L L'�.e�lp�yt�. „� •I;� 5{ 'IIS:,• i" 1 `' :I` ..., y-.687 1.197 050<- d 7 • •... • M�MI� y�'�{�i�I� 154 L -<.�-- Q) LEAF CLAMP • A!b.a 9 • • ,61 SNAP COVER LEAF ASTRAGAL STILE 8.261 9000 I HINGE BACK-UP PLATE • • . • • • • SIDELITE MULLION REIN ORCIAG • • • .719 • •._..�• '.�'}�� ;' r15W 500 P i •'-.719 i ° OG 4 Touuc r Rrvim s 000 1 s ono 1.625 <.166 Nrugwin W 17rf. •+aa CNr i 70592 � �` .. k, .078 a.09] 1.507 .C._. �_. I 000- _ I. .,_. • _ A...u.r n° f 3 I.. �� Fr I�M1+++'oMe q NAR vd7 1019. .078 rtir�.c..wr I!K l a I , d..w g G. E _ - o"•''`�:U�� W12-081 DOOR FRAME JAMB (-5)« � SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB f�1�1`."` �,alieel 8 of 9� �r �z I- / x J �I DOOR FRAME CORNER R ID• IN°`I SIDELITE FRAME CORNER SIDELITE MULLION SLIP (IN JAMSOCD_� NER • • a.. ' m •• • •••• • o o��j • • • •TTI ,z • • • • • 1aeil= RIs 'jp 'n ,+ rmNYf°t ei•Ne Rs.Y. _.� X' :.E) ...•.. baMnt Cee.I I� �� • �ot,n ,ccniwo •_� eex�co-i. • • e I$ 91W� tui am o.r «r ii r�,.•r 4 A •}• r '+y'ii\ e I 7060:� 971eE 0i 4/,/ I drawing�no��. lI LEAE CORNER / W12—O8 q�i1i A4. tt�t�\\ ahett_9. of 9, MMIIAAMNQADE 6_491"N MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qoy/economy ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, 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 AW (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 "700-3" Aluminum Sliding Glass Doors (3 & 4 -Tracks) w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by AI-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 0 0 NVIISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • .. 0000 Limitations: 0000.. •, •, • • 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integrale;wt of the system. • • • •� 2. See approved configurations in sheets 3 thru 5. The max frame are of alternate sizes nq ltevKceed te0000sted frame ; • • • • area per FBC requirements, as limited per sheet 2. • • • • ' 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logpo,* j*ity, state an doseries Jf# • •00 0 • following statement: "Miami -Dade County Product Control Approved", noted herein. ..000• 0 .0666. RENEWAL of this NOA shall be considered after a renewal application has been filed and there ha ,been no •00,;, change in the applicable building code negatively affecting the performance of this prodta�:6 •� � 00 0 • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or e04 00a in thcr • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA renews #17-0712.01 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 Ishaq I. Chanda, P.E. L 9 �, I F7 Z I W 977 *1 :1.1 APPROVED NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0612.05 /#13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. :000:0 0000.. D. QUALITY ASSURANCE 0 0000.. 0000 0000.. 1. Miami Dade Department of Regulatory and Economic Resources (Rfilk4, 0 0 0000.. 0000 0000 . . E. MATERIAL CERTIFICATIONS0000 0 0000 0000. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America; ipr' ZForraet' E'L • • • • • DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVV interlayer", jkpirinj 0 on 12/11/16. 0000.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americas Inc. SForrrier ESL DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) C;t1S% • Interlayers", expiring on 07/04/17. 0"' F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. 1x34- n ) . U*,,,,� Ishaq V. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E - I ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals (spin-off from 2 -track Sys) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.1.)", sheets 1 through 13 of 13, prepared by AI-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors (3 - tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9333 dated 02/08/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2017 (61h Edition), prepared by Al Farooq Corporation, dated 07/05/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE • • • • • • 1. Miami Dade Department of Regulatory and Economic Resources. )....... ...... E. MATERIAL CERTIFICATIONS • • • • • • • .... .... . . 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, k1o, 'former•1E•1: *DuPont• • • DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PV13 glass i4terlaxer" 96%.* (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19' • • • • • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americj, enc; (Former.I. • • •,; • DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White; MAI Interlayers", expiring on 07/04/18. • • • • • • F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6'h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER Test proposal # 16-1466 dated 03/04/17 approved by RER. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets ] through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file #17-0712.01) 1. Statement letter of conformance to FBC 2017(6' edition) prepared by N-Farooq• • • 0000.. Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, Pk. • ; 0 0 0 0 G. OTHER """ 0000.. 1. This NOA renews NOA # 17-0712.01, expiring 03/20/2024. • • • • • • 0000 0 0 0 0 . . 0000 0000 0000. 666666 .. 6..6. 00 00 60 0 000000 6666666 . . 00 6 6 0000.. 0000.. 6 .0060. .000 0000 kstom-. \ • u, -.,. ,. [s aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-3 i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIT THE REQUIREMENTS OF ME 2014 (5TH EDRION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVIIZ). 18Y OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOVATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHOR$ SKULL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ANO INSTALLED PER MANUF'S LNSTRUCTIONS. SPEC(PED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WOH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS DG OF THE 2014/2017 FLORIDA BL. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i... LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL. R DESIGNjCAPAC1(.T1CITY - PSF 3/16' TEMP. GLASS PES GLASS TYPES M� MW!T m 0M.EI' HMO 3/6' NR SPICE B', 'BI' NT.(-) EXT.(.) 1INT.- () 090• Nw y.r 30 r 3/16• HEAT STREN'D GLASS � 60.0 600e0.ow.0 FyGio. BntNumraY Arrorico. Inc.' °ItDDIIN.'T ill"'rIm" •,.A.ABm t.1e 04A1P BubXyGaye 4�Mp.�MIf_IZ<!1•(IS .'Inasp. SG oy.r IyGl 'K vlj VS 60.0 Soo - w.o _ w.o eo.o60.0 Ax ex . � �Io `P.5 i GLASS 60.o w.a 5. HEAT STREWO CLASS 71.1 533 i 71.1 30 i �ra w.0 600 e0.0 36 ( 60.0 _ 60.0 600 I Soo w.0 w.0 60 0 60.0 42 eI w.0 w.0 60.0 w:0 b ii SA • • S].] 71.1 SJ.J 71.1 Jo -U-)- 60.0 w.0 _60.00 I w.0 J6 , I 60.0 w.0 w.0 w.0 60.00 w.0 _ 60.00 w.0 42 Po 60.0 1 Ea� 1O.0 60.0 b I. OVERALL INSUL UM. GLOSS 9 • • • SJ.J _60_0_ 71.1 • • 0 • N 29 CARM IL 30 < 9I 61 C 60.0 w.0 60.0 w.0 36 AayLYAWy I -471.-0I u�� 60.00 eo.0 60.0 wA AL2 96 60.0 w.D 60.0 60.0 60.00 w.0 60.0 80.0 .e S3.J )1.1 !K w GOO w.0 60.0 80.0 60.0 80.0 60.0 60.0 J6 AI 98 60.0 80.0 600 80.0 A8 w.0 e00 w.0 So.o JO _60A 36 60.0 _60.0 80.0 - - .2 102 w.0 60.0_ - Ae 60.0 e0.0 - - 30 I w.0 - 60.0 - - m A2 { toe rwo w.0 - Ae I _ eo.o i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIT THE REQUIREMENTS OF ME 2014 (5TH EDRION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVIIZ). 18Y OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOVATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHOR$ SKULL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ANO INSTALLED PER MANUF'S LNSTRUCTIONS. SPEC(PED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WOH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS DG OF THE 2014/2017 FLORIDA BL. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i... LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL. R 3/16' TEMP. GLASS J r3/16' HEAT STREN'D GLASS 3/6' NR SPICE J �Ilb ^V 3/8' 090• Nw y.r r 3/16• HEAT STREN'D GLASS � ( }�Y FyGio. BntNumraY Arrorico. Inc.' °ItDDIIN.'T ill"'rIm" •,.A.ABm t.1e 04A1P BubXyGaye 4�Mp.�MIf_IZ<!1•(IS .'Inasp. SG oy.r IyGl 'K vlj VS I D F 3/16' HEAT STREN'D GLASS ExP1nNoo U.>♦ uZ 8Y '�' •'• I,r • �By -,w Mm L o, Inc.' . � �Io `P.5 i GLASS I-3/16' n HEAT STREWO CLASS i i �ra \ t.G / \ • • • 06090 IAY1 / 23 26\\ \ \ 23 \ SILICONE V Y?MI Iw• A 26 \ 000900 SILI• 0000 ii •I�i • • • I �� DON' 15.i �' r i D0W°iYCONE • • • • • -U-)- 0000 0000 �SRICONE DOW 899 �iIIII• , I \ \ T9 LSILICONE / DOW 899 I • • • • • • 4ffrGs I Bg 'L 9 9 • � • 1 i • SiLA$S-TYFQ. GLASS TYPE ST. STE19 0 0 0 0• 'BI' • • •• 0 • • • 1 Ea� • I I i i I I. OVERALL INSUL UM. GLOSS 9 • • • • • • M'� • • 0 • 29 CARM IL IWlIPROatcquR91 rob & G�lA < 9I 61 C SrLASZTYI'f 'A' EDGE SPACER ST. STEEL CIAS�TYP��1: AayLYAWy I -471.-0I u�� _ s 7/16. OVERALL LAM. GLASS 1' OVERALL INSUL, LAN. GLASS. g clan]\G OPTIONS 4 J 3/16' TEMP. GLASS J 3/16' NEAT STREWD CLASS 3/8' AR SPACE yy�I y Lff � .090' Irberby.r T-rr .dol Pve By MV•crcY M Lo.. MIC.' 3/16' HEAT STREWD CLASS .09D• Int.rhy.r T 'Id PVH °ItDDIIN.'T ill"'rIm" •,.A.ABm t.1e 04A1P BubXyGaye 4�Mp.�MIf_IZ<!1•(IS I vlj VS 3/16' HEAT STREWD GLASS FBy 'AOrorq Myrica. Inc.' 3/16' HEAT STREN'D ExP1nNoo U.>♦ uZ 8Y '�' •'• I,r • . � �Io GLASS Miuul r'•�•'•i•�7�r,� n ^O \ t.G / \ • • • 06090 J •S 23 26\\ I J 1 w I 1 \ • Q N USW SILICONE 26 \ 000900 SILI• 0000 ii •I�i • • • I �� DON' 15.i �' r i D0W°iYCONE • • • • • 0000 0000 �iIIII• \ / \ \ x9 / \ \ T9 / • • CARDINAL zC • • • • • • • • • i I4�� 9 9 • � • 1 i • SiLA$S-TYFQ. GLASS TYPE ST. STE19 0 0 0 0• 'BI' • • •• 0 • • • 1 Ea� • I I i i 7/16' OVERALL LAM. CUSS I. OVERALL INSUL UM. GLOSS 9 • • • • • • M'� • • 0 • *09;3k 4 TRACKS • • 9 4S.C•D. WITH ALUM REINF. M1= OPELMBLE AND PO•KET • • � �I l;llllfrN • THESE DOORS ARE RATED FOR LARGE @ SMALL MISSILE IMPACT .. • • • � �``)�.: � EN: '9. • 1 F �� . QQ I • SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-OEC-219 �a MOF I dr0 Q no w1 7-62 POCKET "D ANCHORS T_ TRACK nI FRAME HEAD 12- MAX. ""t"FRAME HEM) LL 282 1/6•565RFP�E MOTH PANEL WIDTH PANEL 'MOM RAG FRAME rILL " 12' MA)I. 00 Up ftkw, cI. . . CORNERS SIT—6. 00000 4— Su TYPICAL ELEVATIO• 4rk I a, no,- o xxxxxx s (3 OR 4 TRACKS) • 4, DAYLITE OPENINGS WIDTHS: z FIXED STILE -INTERLOCK .PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL PANEL WIDTH 7.250' ALTERNATE SIZE UNITS: z DAYUTE OPENING HEIGHT:pA of draw' q MA)(. FRAME AREA OF DOORS NOT TO EXCEED W1 7-62 PANEL HEIGHT 6.50" THE TESTED FRAME AREA OF 211.6 SO. FT, FOR GLASS TYPES 'A' & 'Al' PANEL HEIGHT DOOR FRAME HEIGHT 1.5625* THE TESTED FRAME AREA OF 196 SO. FT. FOR GLASS TYPES '9' & '01' 5 3/8' 5 3/5' TYP. TYR II Co - GE V) D &D 20, :.5 1 0. OPT&A •FRAME JAMB FRAME .NMB 61 I J7�7 2 1/16. D L OPG. D.L.DPD. 49 3/16- PANEL WIDTH PANEL 'MOM RAG FRAME rILL " 12' MA)I. 00 Up ftkw, cI. . . CORNERS SIT—6. 00000 4— Su TYPICAL ELEVATIO• 4rk I a, no,- o xxxxxx s (3 OR 4 TRACKS) • 4, DAYLITE OPENINGS WIDTHS: z FIXED STILE -INTERLOCK .PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL PANEL WIDTH 7.250' ALTERNATE SIZE UNITS: z DAYUTE OPENING HEIGHT:pA of draw' q MA)(. FRAME AREA OF DOORS NOT TO EXCEED W1 7-62 PANEL HEIGHT 6.50" THE TESTED FRAME AREA OF 211.6 SO. FT, FOR GLASS TYPES 'A' & 'Al' PANEL HEIGHT DOOR FRAME HEIGHT 1.5625* THE TESTED FRAME AREA OF 196 SO. FT. FOR GLASS TYPES '9' & '01' 5 3/8' 5 3/5' TYP. TYR V) 20, :.5 1 0. OPT&A •FRAME JAMB FRAME .NMB 61 PANEL WIDTH PANEL 'MOM RAG FRAME rILL " 12' MA)I. 00 Up ftkw, cI. . . CORNERS SIT—6. 00000 4— Su TYPICAL ELEVATIO• 4rk I a, no,- o xxxxxx s (3 OR 4 TRACKS) • 4, DAYLITE OPENINGS WIDTHS: z FIXED STILE -INTERLOCK .PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL PANEL WIDTH 7.250' ALTERNATE SIZE UNITS: z DAYUTE OPENING HEIGHT:pA of draw' q MA)(. FRAME AREA OF DOORS NOT TO EXCEED W1 7-62 PANEL HEIGHT 6.50" THE TESTED FRAME AREA OF 211.6 SO. FT, FOR GLASS TYPES 'A' & 'Al' PANEL HEIGHT DOOR FRAME HEIGHT 1.5625* THE TESTED FRAME AREA OF 196 SO. FT. FOR GLASS TYPES '9' & '01' DOOR FRAME WIDTH 1. xxxxxx (sHOWH) oxxxxx oxxxxo NON- O POCKFFEDOORS THREW( TRACKS n n O C JI ice_ . MA%" AREA-LIMRATxIN INHSHEET'7 �0 �V Z a F ;p1 C �n cy 2� 8+N 10: JV 1 aa�� NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. -� 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. J 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. DOORfTLwE WIDTH _ A I ©--(+D - -1 ♦yD PXXX (SHOWN) XXXP n n O C JI ice_ . MA%" AREA-LIMRATxIN INHSHEET'7 �0 �V Z a F ;p1 C �n cy 2� 8+N 10: JV 1 aa�� NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. -� 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. J 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. R01 MW ' DOOR FRAME WIDTH (SEE DP TABLE) SEE MA%. AREA UMRAPOM W SHEEP 2 •AODDI'C1 pE•w�m • Pm,;cr•rvow plylrM wR or ne�i • 1wWne�WM W RaiM EOMInA GIH< • • Aory1•rE >,O� MIW �-• i• `II�•iiinl�>'> AW -.... DOOR FRAME WR)M (SEE ODP TABU) SEE MAX_ARFA LIMITATION (EE SHEET 2 J a .�� Browing aE3` W17-62 DDDR FRAME WIDTH ll -1 N b PXX-XXP (SHOWN) �'-'- R01 MW ' DOOR FRAME WIDTH (SEE DP TABLE) SEE MA%. AREA UMRAPOM W SHEEP 2 •AODDI'C1 pE•w�m • Pm,;cr•rvow plylrM wR or ne�i • 1wWne�WM W RaiM EOMInA GIH< • • Aory1•rE >,O� MIW �-• i• `II�•iiinl�>'> AW -.... DOOR FRAME WR)M (SEE ODP TABU) SEE MAX_ARFA LIMITATION (EE SHEET 2 J a .�� Browing aE3` W17-62 Lj U—V DDDR FPANE WIO H (SEE D DOOR FR.E WIOTN yyx��C� A E D _ po- CI � _- ^ � 3� 2S xxxxxx cslawH) oxxxxx oxxxxo APPROVED ONFI - r ATION�e710NS FOU NON—POCKETED DOORS R (41 TRACKS ff J S J EXTERIOR _• •. � 3Ln - O O 0000•• ,n O'A I Z_ • • • • i 3Z6^1• •• • •••r''� • • .�, . U vii w i • NOTE: 000000 ••C• W•IE • 1. CONFIGURATIONS SHOWN FOROLLUSTRATION PURPOSES ONLY, 2. FOR APPLICABLE OESIRNPAASSAS SEE SHEET I. • �� •I i 1 • 3. FOR ANCHOR DETAILS SJE SVWS 7 THRU 9. • • • • •I ✓1R•DU(,7 "w • • • n. 'w b{ rM y' ►4 • • • • • • • i • • i • Ye', H • AI�IS �t Q=••• •• • i•• • 0000•• � • I„_ M•DUCFYEVWm • • •-01 • l'o�s • �+r4 �Y r. rN.r •1 • • • • i'b or Qu ee3 �'�I��AL��j I�heef l elfll • • • • • • • • • ii,Hlll Lj U—V DDDR FPANE WIO H (SEE D DOOR FR.E WIOTN yyx��C� A E D _ po- CI � _- ^ � 3� 2S xxxxxx cslawH) oxxxxx oxxxxo APPROVED ONFI - r ATION�e710NS FOU NON—POCKETED DOORS R (41 TRACKS ff J S J EXTERIOR _• •. � 3Ln - O O 0000•• ,n O'A I Z_ • • • • i 3Z6^1• •• • •••r''� • • .�, . U vii w i • NOTE: 000000 ••C• W•IE • 1. CONFIGURATIONS SHOWN FOROLLUSTRATION PURPOSES ONLY, 2. FOR APPLICABLE OESIRNPAASSAS SEE SHEET I. • �� •I i 1 • 3. FOR ANCHOR DETAILS SJE SVWS 7 THRU 9. • • • • •I ✓1R•DU(,7 "w • • • n. 'w b{ rM y' ►4 • • • • • • • i • • i • Ye', H • AI�IS �t Q=••• •• • i•• • 0000•• � • I„_ M•DUCFYEVWm • • •-01 • l'o�s • �+r4 �Y r. rN.r •1 • • • • i'b or Qu ee3 �'�I��AL��j I�heef l elfll • • • • • • • • • DOOR FRAME "H _ FO DO OO F _ 1' i t�af D ICD)- � - g ggg Pxxxx $@ xxxxP(— ) C iQ EXTERIOR _ DOOR FRAME WIOIN i A I iYF py aD D F i gtI CE I I IJ.-:�81 L - - Pxxx—xxxP (sHDWH) APPROVED CONFlPUR TONS POCKETED DOORS FQUR_W TRACKS DOOR FRAME WIDTH (SEE SEC MNI_AREA. UURATION n O DOOR FRAME WIDTH NOTE: I lip 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. l — 3. FOR ANCHOR DETAILS SEE SHEETS 2 THRU 9. J. �J. <o i a (D O O ga i EXTERIOR �— )2 N ^ it Q�� 0*� � �� • .�. n 0 1 o'o q 000000 •,• • . Ate+•. n. )l-122a.Os .... E.a..tM. D.A i y • • • • grl•WM -• .. . 00 •)-• 0 • • ``tyll 11111�� All ��``SPJ')! I� o FROBIIc F.EVIRP.O • • • °Lei • •OF ; tr i I k a C..A.t Ingo. i; Wl 7-62 fV.1110"` ienaet 5 t13 'By OR 20Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL_ANQJ0S' SEE ELEV. FOR SPACING (SEE POCKET HOOK ANCHORS IN SHEET 9) — — — AT HEAD — — — — — —� 1/4' DUl ULTRACON BY =(Fu -177 KSI, Fy-155 KSI) THRU TOY OR 20Y BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE 1/4' I MON BY 1= (Fu -177 KSI, Fy155 KS) ' DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED ]/4' DL! SELF DRILNG SCREWS (GRADE 5 CRS) INTO MNMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) T WITH ALU NUM TO BE PIATTD M PAINTED) L(9TEEL IN CONTAC— — —AT SILL — F1/4' DIA ULTRACON BY 'ELCO' (F-177 KS, Fy155 KSI) DIRECTLY INTO CONCRETE L1-3/4' MIN, EMBED F— — — — — AT JAMBS— — — — — — 1/4' DIA tjtTgACpN BY 'ac -0' (Fu -177 KS. 1y-155 KS) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TU CKS O CONC. UT OCK IHR /4'BMIN.UEMBEDT INTO CONC.RORRG OUT FILLED BLOCKS (Fu -177 KS. Fy155 KS) DIRECTLY INTO CONIC. OR GROUT FILLED BLOCKS 1-1/4' MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS $ETF DR I NG CCRFVS (ORAD( 5 CRS) ' INTO MNMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) i_(STEEL IN CONTACT WITH ALVMWDM TO BE PLATED OR PANTED) — — J ANCHOR EDGE DISTANCES IMO CONCRETE - 1' MIN, IMO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. MOOD AT HEAD OR UAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PS MIN. C-90 GROUT FILLED BLOCK AT ,NMB$ 7'm - 2000 PSI MIN. DUCT NEN6Ay(• W-Wq�iq MIA W AAeF•' F,.PInHe-n.N 21{ F•DMCrMBVTIalo 61.1iWWe 'O)20• / Y ter OR 28r WOOD BUCK FOR SPACNG METAL STRUCIIMES 1/8" THK. f (� (SEE SHEET 8) �: EDGE 3-1/8 ,3i 1/8� ••I �i dST. STA(MERED � OERED _� TYPMAL ANCHORS TYPK/1 ANCHORS SEE ElEVS. SEE ELEVS. FOR SPACING FOR SPACING nEPHOIFS. W1 1-1/2" LONG NOTCH AT EACH END. W2 - 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 3/16"X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 s 1/4" X1" LONG WEEP NOTCH AT 5' FROM ENDS AND 36" O.C. -PJU PADS; Pt - OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16' LONG X 7/16" WIDE X 7/16" HIGH P2 - SELF ADHESIVE PILE PAD 1" X 3/8' X 1/4" HIGH P3 - SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2' X i" X 3/8" HIGH P4 - OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH ----------------- SHEET 1 4VMI—OAM COUNTY APPND MULLION 1 1� SFE s 6 NOA �I jl (SEE SHEET 6) 1� 11 ) • i1 • II LL- _ IL_ _•-41 -11--J • • • • • • • MCH • LS -EE ETEVS. �� • •� FOR SPACING • gMlry��It�W • • • • AacN} N� • • aLr�ll• lzt4 • • • • •• •• •• • 3 -TRACKS SHOWN REQ �NttY b FOR 4 -TRACKS RICHOR.S) • Iw•BUCFREVWA • •Ya•NplTi m,M rwli Gs� C I drawing W17-62 TWNCAI ANCHORS PANEL WIDTH�� ^I -SEE ELEV. FOR SPACING © F S D.LO. p3 1] ] PS W t 22 21 3 041 — _._ ...... as as Q 7 C — _ — - ---_ I 2 U o so la --- — —` — - •••• • EXTF,RIOR n • • t) �Pa 9 •••b.L OPG. • ••• (f•• ley WOOD BOCK _• (SEE NOTE SHEET 1) 1/A' 4AX_ DOOR iRAME WIDM • • • • O tk N]Iq wNA JIe rT.,1m � "] •••••• afa°rcapr TIPICAL ANCHORS n�IN..cs�e ! _ SEE ELEV. • • E.NnN� I z dS � z 3 s FOR SPACING • • • • R I i �4 '• i �Ij O TYPIUL ANCHORS TTP" ANCHORS O • • • • • • i4brt� Iy�% W SEE ELEV. -SEE ELEV. t FOR SPACING FOR SPACING • • • •� • I • ��•i KYIAr ArN r _ - A�- g h•••v Za, I • • 9 I I Ii I b. All %I,,ttlilw; lljlr' `icrr- }Q( � '�� - �� `p�l•P9..�.V.9.A{� IIIc f � -- - Ext. '�: U ENap •'.� � � � I EXT. -..-- E%T. DOOW FRNdE WIDTH SHIu ATE OF drawn ing n J 3 -TRACKS SHOWN ssA:ORIDhc' \� W17-62 i SHI4 (SGE eHEET 10 GOR A -TRACKS ANCHORS) �rll �OROAL - IIIl1 Itlt��% shet :*Goo* BD9KJTEIY ANCHORS: • • • • • • • /14 SMS (GRADE Z pts) • • • • • • 0000 INTO 20Y WOOD BUCKS 4PIb WSPO!JRUCTURES 0 1-1/2" MIN. PENETRATION •INTO WOOD • 1/a' DMS ULTRACON RY.ELC�'•�y, TT K51, r,.ys3 K51)' • • TNRU 18Y BUCKS INTO C0114 0WILLED BLOCKS. • • • 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS DIRECTLY INTO CONC. OR (•L�D•SLICKS 0 • • 1-1/4' MIN. EMBED INTO `ON(j QR FILLED BLOCY� •. • 1 /4" DIA. TEKS OR SEL; DIM LLIN7 SCREWS (GRADE 5 cRs) INTO METAL STRUCTURES• • . (3) THREADS MIN. PENETOATION BEYaLD SUBSTR&TE 0 ALUMINUM: 1/8" INK. MIN. (6063-T5 MIN.) • • • • • • STEEL: 1/8" THK. MIN. (Oy 36 WSI MIN.) • (STEEL IN CONTACT WTH AI-tJW M TC@OE IWATED OR PANTED) •• • • • • F • • • INFO CONCRETE OR -BLOCKS -1/4' MIN. (A) - 1 • • . • = I-5/8' MIN. (B) INTO WOOD STRUCTURE - I' N. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT JAMBS SO - 0.55 MIN. CONCRETE AT JAMBS fe - 3000 PSI MIN. C-90 OROUf EEJED BLOCK AT JAMBS fm - 2000 PSI MIN. PROOUCfYEVER✓y1 �[4>I�.YR nll� tle IINY tv�W Owe 7 0 lZcl 1 PYr raJYetCywA •00 $BY OR 29Y WOOD 91 (SEE NOTE SHEET Sr EDGE DIST. J`1/B' I ••h SEE EL ANCHORS -� FOR SPACING TYPICAL ANCHORS SEE ELEVS. B FOR SPACING yy \LEDGE DIST, •• j1��j)�. 3-Iy8' '!� 3OENSIRuw. :YSTAOGEFtED l/ X ANCHORS TYPICAL ANCHORS ELEV. SEE ELEY. SPACING FOR SP 7 I -'1 P" �....e 11,111=_ )OD BUCK y� , STRUCTURE Gt FIE SHEET 1 _..... I 19Y WOOD BUCK 1/f' MAX. (SEE NOTE SHEET 1) STRUCTURES STRUCTURES V w /B' THE. IST(SEE SHEET B) ED" D. -EKED (Q / 7YPIGL ANCHORS M r SEE ELE`5. �p1 fOA SPACING a¢ q ' I�rMIAM1-DADE COUNTY APPR'0 MullEMl___ ________,1 SEE SEPARATE NDA �I (SCE SHEET a) li LL of • • AOR SPACING �' • • • 1.1 • • • 1/4es MAX. • • GH♦�• • i SHIMS • • • • • •�� • • N •• •••• n ��N m� 000000 3 I t-0, OW • � �y • yLODL� Natvtw.t i E%T. cXr. EXT�`1111 Ilrrrr �Jig'.i �gNlbO�wllY sfPbW /� )P"' BNB•• _'O : I ry r Q sVbw9fADfM( G /?Or � � I TEOP y drawing o. 4 TRACK FRAMES '% p" ..P"'' �'` : W17-62 S� , AN— LouT1DNs ,,rr ONA4111p�`� ,nit t70 P� 73 tEEY I PART / RUAN19T1' DESCRIPTION MATERIAL YANF./SVRPUER/flRYARKS U, to E123 i iRAUE NEN (1 TRACK) 18 E]20 I fAAI1E NERD (f TRACK)- rI 7A 28 E]N E]TI 1 I TRINE SILL (3 TRACK) FRAME SKL (1 TRACK) 6003-15 8005 TS _ b lA E725 2 iPoYK �MUB (J iRACIt) T6 ]B C]xI E722 _ x FliNL AWB ({ TRACK)_ 806]-T6_ 4 { C701 x/ PANEL PANG TOP AND BOITOY RA4 _ 0061-T6 _6067-iB 5 E703 AS ROO. PANEL LOCK 514E 6 E]OB AS RE00. PANE1._OUTER INTERLOCK 6083-T0 - r^ ] E707 AS RE00. PNYL 9e[N 01TERlOCN 6067-TB 6 E706 AS REOD. PANEL tlAIL ASIRAOK Q 9 E]W AS RE00. PANEL FEMALE ASTAACAI 8063-T6 - Fg oLL 10 E710 AS REOO. CIAZMG BEAD )/16' 1Mi91ATE0 OLA55 8061-T6 - I1 E71f AS REOD. OIAZmC BEAD 1'INSUUTED GLASS 6061-T0 __ _ i{ E]II AS RCOD. 2-3/4' SILL RISER 6067-10 - EPOY 13 E715 AS RE00. FIXED PANEL CLIP (CONIINUg15) - - 16 E729 AS RE00. NOOK STRIP _ 6067-TB - • • 17 E717 AS PEW. INTERLOCK STR:ENER (NLL PAAIEL LLNGTI) 6067-i8 • • • • • • 16 /10 % ]/1' M/M 545 AS M00. FRAME ISSY. SCREWS $T. STEEL - • 0 • • • • • _ IU I10 % 1' M SYS AS REOD. PAMCL ASSY. SCRERS S1. STEEL -__ _ ENDS 16' O.C. • • • vlV 19 10 IB % 1/2- PH Sus 2/CUP TIO % 1-1/1' PN SYS I/ ROLLER TROD PANEL DLIP SCREWS ROLLER 81ST. SCREWS Si. STEEL Ai J' FROM Q N01 SHOWN 0000•• • • 0000 ui•• xl wUTNERSTRIP AS RE00. FRAME AND PAYEE WEAMERSTRIP - FIN SEK .190 HIGH BY ULiRKAB • w 23 E2]3 AS REOD. N1ERlOCK BUMPER BIAS SN/IOPRENE ULiRAFAB 0000•• • W T] E203 AS REDO. GU21NO BUD BULB SANTOPRCNE ULIRKN, DVROMETER 8543 �• 21 PRO]-0003 2/ MOJ. PANE TANOEu NYLON RMEEIS IN ST_ STEEL MOU561O - INTERLOCK (1/1' MC. SPACER REDO. 0000 0000 23 E]fe D%ED PANEL SKATE DEUNN - • • • • Nb 26 IB % I/x' M 545 __2/P T/CUP _P D%EO PANEL SKATC INSi. SCREWS - - Si. STEEL -iMEALOCK •10• 0000 36•A, 27 - AS OEM. 3 PLY 01AAL POIM IOCK_ASSE48lY -- _ •0000• •0 • g�• xe - AS RE00. AS RE00. BU4POM (541CONE SPACER) SETiaC BLOCKS AT 1/1 POINTS SILK'ONE BY FRANK LOBE • •,��fyM•�yr•' • 0 0 0 s 2g 0000•• PW+i«7(Y qM �4MIr Aa.gn.a�olalZia•D� N ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. 0 0 0 0 0 0 0 0 04 �I0 {. PYOBOCf IrS7Ry• �cl� � 0M011O NA& �i 9 g 44 tMKetl IJ,dg� ,,111�ulill,u I , 111. �P..Ni. ''' SP PH9Q QQ I Y TE 0 0100':' drawing no. W i Ihr11 111 � f eMet 110113 EPOY DUROYETER BOS3 SNORE A p -6 5'a - I B.T16-----•y 1.1rL I .0]D I 1.312 1.+29 F--1.990- F--t.99D ^1.890---I LL I-1.998 -1.998 -1.990 �1.99D-.7 V lA FRAME HEAD FRAME HEAD M FRAME JAMB HOOK STRIP L�e 1. I9e 8.168 t.9I99 .062 - 1 -I 1.998 1 FRAME JAMB (4 TRACK) .210-- . I 068 t.ou FRAME SILL (4 TRACK) Iw7 .937 .045 x.063 a i ! 1.252 L 10GLAZING BEAD I INStIL. UM. CUSS .692 I .93] .050 ��P 1.021 1 L 1.252 1, GLAZING BEAD 7/I6" IAM. LUSS �-3.562- i J.562 II( -.,25 1.823 1.617 t 2.10, .07e t.da F 61 -2.825- 2,625 yl U PANEL LOCK STILE 1.4717 W 2.313 .O18 L t-l.ez3--J OO PANEL TOP h BOTTOM RAIL Q n PANEL INNER INTERLOCK (� 3.552 12s - t 1 • s • 2.24e 915 �- • • • • • �_-,125 35] Q11 46 .149J - 062 1.4930 • .0780 1.540 .125 OIB ,�. • FIX. PANEL CLIP � • • INTERLOCK STIiINER• -3.5e7 -- • • • • • • _i • -3.437 1.823 •�• • • 3.819 3.995 •1 23 0 f •1.14] • • M .0]8 _�•.L _I i 2.500 ,140 1 1 -2000- PANEL FEMALE ASTRAGAL IL, PANEL MALE ASTRAGAL • yR•DucT AcnerW D•Wnt crl PMOCC. F k9VWAW �Rm ....n•�8.1Z70.6S.,a.9lyl�wwaerbnr - Jw�.'... �- N. 2 1_W 998- 1,998 1,998 2.067--� 4aI2 i.139 .a L - m 12 -.07e clP,k-4- bd/ - 6.808 I 9.006 M FRAME JAMB HOOK STRIP L�e 1. I9e 8.168 t.9I99 .062 - 1 -I 1.998 1 FRAME JAMB (4 TRACK) .210-- . I 068 t.ou FRAME SILL (4 TRACK) Iw7 .937 .045 x.063 a i ! 1.252 L 10GLAZING BEAD I INStIL. UM. CUSS .692 I .93] .050 ��P 1.021 1 L 1.252 1, GLAZING BEAD 7/I6" IAM. LUSS �-3.562- i J.562 II( -.,25 1.823 1.617 t 2.10, .07e t.da F 61 -2.825- 2,625 yl U PANEL LOCK STILE 1.4717 W 2.313 .O18 L t-l.ez3--J OO PANEL TOP h BOTTOM RAIL Q n PANEL INNER INTERLOCK (� 3.552 12s - t 1 • s • 2.24e 915 �- • • • • • �_-,125 35] Q11 46 .149J - 062 1.4930 • .0780 1.540 .125 OIB ,�. • FIX. PANEL CLIP � • • INTERLOCK STIiINER• -3.5e7 -- • • • • • • _i • -3.437 1.823 •�• • • 3.819 3.995 •1 23 0 f •1.14] • • M .0]8 _�•.L _I i 2.500 ,140 1 1 -2000- PANEL FEMALE ASTRAGAL IL, PANEL MALE ASTRAGAL • yR•DucT AcnerW D•Wnt crl PMOCC. F k9VWAW �Rm ....n•�8.1Z70.6S.,a.9lyl�wwaerbnr - Jw�.'... �- N. 2 r r ].lpnxo•DM• U bnatq CW r $ clP,k-4- bd/ I n•a, t. +�F��'�•es - `% `. as •�47` cl-i; y ml • ••i• , TRACK FRAMES TOP CORNER • • , • • • • • ••••• • mtowcT RtRKm •.•moi • rad-p►een.•b • ' • • •00 • I • s � .1124. IAo1�W • • • • f • 7 PANE6 •C•/•(ijW CORNER • • • f • • IB �• • �Cfyg� �4�/rIMOl1t� •.:.N�;, J • ~g•i€ 30 t f p Zp • 'a. -K • COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Vision Hollow Metal Limited 400 Zenway Blvd., Unit 1 Woodbridge, Ontario L411 057 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 LS1875 Outswing Double Steel Doors-LMI APPROVAL DOCUMENT: Drawing No "AD10-11 Rev #4", titled "Series LS 1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, 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 Limitations: 1. See anchor options at jamb & threshold on sheet 2. Item #19 at exterior required for Water infiltration rating. 2. Double door with MG950 mullion will require Steel channel reinforcements for size exceeding 7' (84") High. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approvgd4 AHJ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, VVovdbri4c.0ntario , . • Canada, series/model and following statement: "Miami -Dade County Product Control Approved", unreseatfierwise• • • L noted herein. . • •: • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and Mew 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 re o isl& or cha`ngein 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 cpmply 4/1"Ady • section of this NOA shall be cause for termination and removal of NOA. .. . .. a • 0 0:06 . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0513.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-0212.10 MIAMI-DADE COUNTY Expiration Date: October 13, 2020 Approval Date: April 12, 2018 Page 1 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # see below). 2. Drawing No "AD10-11", titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated JULO1, 2015, signed and sealed by Yiping Wang, P.E. B. TESTS (Submitted under files #12-0223.30 /#10-0420.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (w/Exterior astragal) 4) Large Missile Impact Test per FBC, TAS 201-94 ' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawings of double outswing steel doors, marked by Fenestration Testing Lab, Test Report No. FTL-6222, dated 05/18/10, signed and sealed by Jorge Causo, P. E. This test report was revised by an addendum letter issued by Fenestration testing lab, dated June 17, 2010, signed and sealed by Jorge Causo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2014 (5ch Edition), prepared by MCY Engineering, Inc., dated APR 21, 2015, signed and sealed by Yiping Wang, P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Department of Regulatory and Economic Resources;`FXR). E. MATERIAL CERTIFICATIONS (Submitted under files #12-0223.29418-Q6234Z, .. • • •.' • 1. Tensile test report # FTL-6222, dated 05/18/10 prepared by fenestratioz1.Testinb•lab: signed • • • & sealed by Jorge Causo, P.E.: 0000.. 00000000 F. STATEMENTS 0000 • 0000 0000. 1. Letter of conformance to FBC 2014 (5`h edition) and No Financial• ixtorest dgeel. May O t *: • • 2015, prepared by MCY Engineering, Inc., signed and sealed by Yipi2tg Wang, RE! ' • 2. Letter of conformance to FBC 2007 & "No financial interest" datad•a5�30/10, signed ani,.,;. sealed by Yiping Wang, P.E.(submitted under file # 10-0623.02). 3. Lab compliance as part of the above referenced test report. • • • • • G. OTHER 1. This revises & renews NOA #12-0223.30, expiring on 10/13/20. 2. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Precision Building Products, Florida USA, dated 04/13/15, signed by Nick Siragusa and Jacques Rousseau, respectively, on behalf of their companies. tsc,S. -. Ish q 1. Chanda, P.E. Product Control Examiner NOA No. 18-0212.10 Expiration Date: October 13, 2020 Approval Date: April 12, 2018 E-1 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No "AD10-11 Rev #4", titled "Series LS 1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, P.E. Note: This revision 4, consist of FBC code update note on sheet 1, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6`h edition) and No Financial interest dated f.Ury 08, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yi 3X!ng' It E. • .... �. • • • • • • • • • • • • • • • • • G. OTHER .... .... . . 1. This NOA revises NOA # 14-0513.04, expiring 10/13/2020. ' ....' ' . • • • • • • • • •• •• •• • •••••• • • • • • ••••% C. Ll. �. � �,--I-\- Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0212.10 Expiration Date: October 13, 2020 Approval Date: April 12, 2018 E-2 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No "AD10-11 Rev #4", titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, P.E. Note: This revision 4, consist of FBC code update note on sheet 1, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest dated fie�,Mary 08, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yipi2ig Wang, PE. 0000 •. 0000.. 0000 0 0 0 0. "•�" :0000: • G. OTHER 0 0 0 0. . 0000 0000 . . ' 0000 1. This NOA revises NOA # 14-0513.04, expiring 10/13/2020. .00000 • • • • • 00000. 0000. 000000 .. .. .. . 0.0.0. 0000.. . . . . 000000 0000.. . . . 0000.. 0 0. 0 . 0 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0212.10 Expiration Date: October 13, 2020 Approval Date: E- SEE TYR THRPSHOLo� MAX. DESIGN LOAD HINGE LAYOUT ANCHOR ONSNEErz DOUBLE DOORTYPICAIELEVATION WADE TYPICAL (WITH LOCK OPTION 32 A#3 SHOWN) B.7SOTPSF I \ N 75.0 PSF / \ O . METAL. CONCRETE OR WOOD STRUCTURES NOT BY VISION HARLOW METAL LMITE REQUIREMENTS OF THE XI I7 FLORIDA BUKOINF CODE 6TH EDITION WCI WING MUST SUPPORTLOAOS IMPOSEDBY DOOR SYSTEM AND TRANSFER THEM TO / / / \ \ TWO EXTRA ANCHORS FOR ANCHOR O . DOORS APPROVED FON WST—TIONS WHERE WATER —k—TION RESISTANCE WDEBM✓10f ANCHORS WiO WOW ONLY. IS REQUIRED. DOOR PAIiEL: MIN 16 GA. 10003"1 STEEL Fy • SI NSI MIN. \ INTO WOOD ONIV ANCHORS EMSE—r TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR STUCCO. NOTES'. EGRESS REQUIREMENTS TO BE REVIE WED BY BUKDWO OF FICIAI ONE EXTRA PNCHORB D2FOR \ K OPTIp12 \ ANCHOR INTO _LW/ \ CONCRETE BLOCK ONLY LOCK OPTION 3 \ ;j CC04 / \ 3 /. \ \ \ / / ONE EXTRA PNCHOR FOR ANCHOR INTO w00D ONLY TYP. SEE TYR THRPSHOLo� MAX. DESIGN LOAD HINGE LAYOUT ANCHOR ONSNEErz DOUBLE DOORTYPICAIELEVATION WADE TYPICAL (WITH LOCK OPTION 32 A#3 SHOWN) B.7SOTPSF 75.0 PSF SERIES LS1375 DOUBT. PANE O - THIS PRCDUCT HAS SEEN DESIGNED ANO TESTED TO COMPLY WITH THE . METAL. CONCRETE OR WOOD STRUCTURES NOT BY VISION HARLOW METAL LMITE REQUIREMENTS OF THE XI I7 FLORIDA BUKOINF CODE 6TH EDITION WCI WING MUST SUPPORTLOAOS IMPOSEDBY DOOR SYSTEM AND TRANSFER THEM TO HIGH VELOCITY HURRMANE ZONE IHVH2). THE BUILD11m STRUCTURE DOORS RATED FOR LARGE MSSBE MPACT AND DO NOT REQUIRE SHUTTERS "ALOA00UMTIONFACTORINALLOWASLESTRESSSUBED . DOORS APPROVED FON WST—TIONS WHERE WATER —k—TION RESISTANCE WDEBM✓10f ANCHORS WiO WOW ONLY. IS REQUIRED. DOOR PAIiEL: MIN 16 GA. 10003"1 STEEL Fy • SI NSI MIN. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS DOOR FRAME: MIN. 13 GA. (0--) STEEL Fy • 5 KSI MIN ANCHORS EMSE—r TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR STUCCO. NOTES'. EGRESS REQUIREMENTS TO BE REVIE WED BY BUKDWO OF FICIAI - ANCHORMG OR LOAgNO CO—TI ONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS A- - IMATEDESIGNLWMTAINEDFRd PPROVAL" ULTIMATEDESIGNLOAOOBTAINEOFRd ASCE.7.10.MULTIPLY BY06 SHALLBE LESS THAN OR EQUAL TO MAX. OESKA LOAD IN THIS DOCUMENT MATERIALS INCL WINO BUT NOT LIMITED TO STEELMETAL SCREWS THAT COME INTOCONTACTWV` OTHER DISSIMILAR MATERIALSSHALL MEET THE REOUIRCMENTSOf X117 FLORKM BLOG.000E SECM N AS AroLICAI)LE. SINGLE DOOR TYPICAL ELEVATION WIRE ANCHOR LAYOUT AMTH LOCK OPTION 62 613 SHE—) TYPE F D • NtOD11jAf�F,'ID A a,M OPTIONAL EMBOSSED DOOR LEAF R/1jTFt�!>j • • • • • • \ ti�rAlRq�l• //' C;.. B220N3777 • • • = FEB Oi 2018 • • m . • i^� iE• �. � Ell • • • 4� '4Si : #$ CONCRETE < eine t � ANCHOR SEE SHEET3 OISTANCE TYPE GANCHOR TYPICALTHRESHOLO o lI Druce ss a�ulµioKN TYPICAL THRESHOLD @ HEAD DETAIL 3 OPTION 3 LCCx L OLAo eeOl'� 0 TYPICAL ANCHORS O SIDE JAMB: e Y ISFEELEVFDO$PN:NDI a Y rsEE FE lots aN snEET J L.1 TYPE♦ Yre'DIA LAG SCREW IrwLU EAu) NTO RV WOOD BUCK 011 W000 STRULiUHAL t1 Z Mme. kMBEO tt OOE DISTANCE iVPEB YB'UM. w.0 9LFEVE NiCOCR DV'N0.Tr (iORU E4M1 L..K.L gRECTIV INTO K•JOro P51 CONCRETE. S MN. EDGE GIST DIOECrLY INTO K•lOOp P51 CONCRe`tE BLOCK, SI?MN. FUGE p15T U �gp I IH MIN. EMDED Z •'� f dC TYPEC. YM DIA CAOBON 9LLEVE ANCHpi BY (T -DEW) ONECTLV N10 k'=FOOD P5ICONCRETE. 33,M'MIN EMBED Z2 QQ $ OWECRYNTO M1n'•IOOp PSI CONCRETE BLOCK, 1tN'MN EMBED �� e Y1? MN EDGE DISTAOCE WZ PI Sj .Eqy ?PLP. }'j'qA. POWERBOIi BV Tq'.VERS' ITMtU EMAI =0 0B S DRiECRY NIO I: •]Oro PU CON(:PETE z.1? Mw EAeEo OF 2 A J 1? MN FDGE g9TANCE Illy .h iVPE E, qA. M M HNE T MR1 0 d NIHU EMAI INTOMETALSTRUTURES(SELOA NTN1 U.STEEL. ry •?BSITMN M 5TkttNCONTACT WITH ALUMNIMA TO BE PIAlEO OR PNNlE01 ISILE1 T -F. WIRE NICNp( Iry min.=60 K511 0.113 DLA STEEL —E N 0FDI EMBED INTO CONCRETE FLIED BLOCK O WITNL IS'EMBED C F =yam TYPICAL ANCHORS 0THRESHOLD: < ,'M� (SFE FLEV.Fpi SPACwC) W. i�ffi LYPEG t/K'OR5'tYU4 UliNACCNS BV EtCb N•f53 KSI W•1)T K51 roRj pRECRY WTO K 'b00 P51 MIN CONCRETE MN EMBED • • � < � yyyyyy b d I1?MN EDGE DISTANCE t'I—ON BY ITW N•RO K91 N• fV K5I NOUOCIREVIRE• D.ECT11 N10 k= 91— iE � � nils l4•F'-64 ^ t 11?MN.EMBED z.vr lmN E.EDIstANr.L• • • �DbiEL �•,n L•f • M �� > � 0000•• EfpIFLn•. drs ••� 0000 SEA,.— ` -RAA.E mN N aT RWlANFR lT� W`s ED SLK:OFrt PENrtlE4 n.Y.wC�rt 0000 •••• • • 01 Oil • 1° TYPICAL ANCHOW 0 HEADEV: • • •00•x. I � L ii ��• NONE 0000 •00f,• 0 •'PTI •• •• CwN. 2!69'1 _ 0000•• u 0• S.s . • • • • • •• so • • 0 • 0 ",.1AL 0 d CONCRETE BUCK d d, , d d d G d Q d d Q GROUT FILLED W. 1000 PSI MIN._..... ��.�.. z�"MS ( __ 1' SMS CON C ETE h' =0K I CONC K O Ic•1K 9 5 ,TE IM' MA%. I' FH. MS. SHIM SPACE JAMB DETAI C EEVE uL 1)5 1 1/2' EMBED CRETE 1 3/1" OC. MIN, 2 1l2' MIN E.D. p 0 o O 3 O TVP. ANCHOR 5 MG950F MULLION +M• MAx. WITH SERIES 2000 DESIGN SHIM SPACE HARDWARE PANIC DEVICE JAMB DETAI C 1 5?8" r 2 51F , 1 Wr 14 GA STEEL CHANNEL REINFORCEMENT APPLY WHEN ODOR SIZE GREATER THAN 6'r ]' p \ 22 9 O 9 18 p6 PH SMS ®tY O.C.-� 19 19 4 18 N+I Yiy 7� „/ MA%. DOOR WIDTH OPNING 98' MA%. FRAME WIDTH 100•0 S r 3 JAM� EXTERIOR LOCK OPTION 11 G4 = RIM 1000 WI MULLION IREOUIRE DOUBLE W DOORONLY) MBED. y Z U q INACTIVE i6 12 21 ACTIVE G �� C) SEE TYPICAL JAMB ANCHOR AL STRUCTURE O H MS®tYOC. ° R 25 a 9 13 I MIN. 1/8"THK _po E7(TERIOR MA%. DOOR WIDTH OP IN Il F 22 gg < � S A MAX. FRAME WIDTH 100' 114. MAX. SHIM SPACE k O LL S LOCK OPTION 42 JAMB D TAI COP. m IIl CYLINDRICAL LOCK • j O WI DEAD BOLT 19 1 • • • N6PHSMSa1r0.C. • 23 2a • • O Q 7 •• • 12 m • < 000 a INACTIVE nTVE • • • • 25 • ACTIVE i7 13 • • • EXTERIYIZ • • • INT RI IP*AST A%AL OPTI N • • • i ®9• 1' } '�s • FOR WATER INFILTRATION GIS/////// • �1 •nI • It \� � } Y6 H 0. M$®17 0. • • WK* AtEV� \\ RRL•R l t 'ti N O EXTERIOR 25 a 1g rW7bs�wMYW cPE�55eeJ � ,,, • MA%. DOOR WIDTH OPENING 98' AI �� :• • .(Q: LiH J../• 9 AFD • MAX. FRAME WIDTH 100' -C • 1.•.r LOCK OPTION N3 � MORTISE LOCK WI DEAD BOLT V`1 f►Y�w�N N+wI • • • `•�! -RI' � , I ,N �/1 rs�• MPMI t couNtT� • •1• a or T 0 11 1 �xoo LOCK OPTIONS 15 gNSSOROp1BtEDOON6AGnvE.EMC4NgwtviORBx:GEEDOORS Qg o MEED i EMBED. \ L_] ACTIVE LEAF "DESIGN • Ka ! 4 d O HARDWARE 2000 SERIES' PANIC EXIT O[VICE / \ L ATE AT ANL AT 40' FROM BOITOM,fASTEN D / 22 \ WIT. (6114x 1Y,. FH S05. W -- 2S 2a INACTIVE LEAF \ / DESIGNHARDWARE 2000 SERI ES'PANICEXITDEV.E TYP. ANCHOR TYP. ANCHOR \ / LOCATED AT PANELS AT 40' FROM BOTTDM, FASTENED "+ ,.. �"� WITN (B) 14 n tY' FH SDS. t AT > METAL STRUCTURE METAL STRUCTURE LOCK OPTION #1 MULLION c �d �i Tj g O DOOR WIPANIC EXIT L�950F MULLION" (22uRF E MOUNT METALLIC KEEPERS SIN SHIM SPAC EXTERIOR MAX. 5 DEVICE 6 MULLION ( 10'FRpA BOTTOM WITH 31.10 n 1 114' FN SDS 1. - R 6L 12 HIM SPACE H M ACTIVE LEAF == 2 MA (. DOOR WIDTH OPENING 45' LOCK REINFORCEMENT 25 'SCHLAGE AL53PD SERIES' SBH' FROM BOTTOM, ' qq MAX. FRAME WIDTH 52' FLOCATED ASTENED FASTENED WITH (2)8x Y,' MTS W m V � SINGLE DOOR LOCK OPTION #2 6 #9 / \ E -T / \ ' CYLINDER DEADBOLTLOCK' L 38= AMB DETAI E / \ PH MSMAT4TY' FROMBOTTOM WITN (21 Y.QSn I;f' PM M$ AND (2) 8 n %' FH 9M5. =I \\ INACTIVE LEAF N� W- >. HINGES \ / riE5 F0455 MORTISE FL USHBOL TS' wr LOCA EDAT TOP AND P ,FAS ENED WITH (1) B FH MULTI THREAD SCREWS. STEEL MOTISE HINGES FOUR PER LEAF AT 10 -FROM BOTTOM TO C. L. OF HINGE. LOCK OPTION #2 PLATE FROM FH 12" FROM TOP TO C.L. OF HINGE AND 2E" STRIKE 391:2' BOTTOM WITH (2)012 Xl- DOORW/CYUNpRICAL. MULTI THREAD SCREWS , O C. MAX. LOCK d DEAD BOLL STRIKE PLATEMIDDLE SPAN FRAME HEAD p Al.L HINGES FASTENED TO FRAME WITH DOOR EDGE CONSTRUCTION FB WITH (2) XL4' 4' FH MULTI THREAD SCREWS m F Yi (4) 1224 . Ye' FH M$ AND TO PANEL WITH (4112-24n)4'FH M$ STRIKE PLATE AT MIDDLE SPAN WITH (2)#8 X11F2'F. MULTI THREAD SCREWS u�5 O 2 ZF-I J L zs u ACTIVE LEAF a N _ _ CHLAGE L9453 MORTISE LOCK W/I EGRATED i" L -T HANDLE LOCATEDAT3TB(e FROMBOT Ov • • • • / \ FASTENED WITH (2)10. Y.MTS. � <�g Z 0, / \ Tpbm FAASTTEENED*MTNTTI•w1"•H MMULTITHREADSCRLWS C L J \\ L___Jw \ / INACTIVE A • • LF --- / INET 4` I }L HB Lt5" • • • • '� • • • LOCATE T T P ql SOTT M, FASTENED WITH (4) / \ LOCK OPTION #3 e:)NH N•5• • + • • • / \ L III, ••�• DOOR DMORTISE STRIKE PLATF�9WltXOM BOTTOM WM42yly,'y 8 DEAD BOLT • LOCK FH MULTI �RLACSLREV • • FLUSH MOUNIIIMVAIW FLUSH BOLTAN01248011 AZIDE TOP AND BOTTOM WITH (21 #B X3/4- FH MULTI T SCREW$ • • • •,•'�\H " /1//// �• •� • • c • • • .E.'Q " MIOB11C :r5d \ / '+��- INACTIVEACT -li f REvwo • • • • ��\RolllLi+#f #I7Vt "•IM1 Rw flail\ PE /5598} NI�tlCai _ i CAM•ffiTl • • • • • • • s:.• . • -i -f -F A.w..«w -oz/ .1 c n 1AL°}�ER,T-H�:Y T 1'c• �`� ' +�m4` y • TYP. ELEVATION ��+ • • '3` W/ LOCK OPTION #1 (RIM PANIC 8 MULLION) • + • S�/c .: Ea0 �' P' • • ♦ Ot 1 + PWII D•M•E CWNIv BILL OF MATERIALS 12 ITEM NO. PART NO. MATERIAL QUANTITY DESCRIPTION MANE./SUPPLIER/REMARKS 1O - STEEL AS REO'D. FRAME HEAD/JAMB (2" x 5 18 GA.(0.053"MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) 2O - STEEL AS REO'D. DOOR FACE SHEETS (48" x 96" x 0.044") 18 GA.(0.044"MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) 3O 520S ALUMINUM 1 BUMPER TRESHOLD (5" x Yz" x 0.094") HAGER 4O S66_ VINYL AS REOD. ADHESIVE VINYL BULB PEMKO L:_I oR _ E 5O - STEEL 4 PER LEAF HINGES HAGER /DESIGN HARDWARE g0g 2 © - STEEL MASONRY WIRE ANCHOR 0.173 DIA. Fy = 60 PSI 2S" - es in � 7O - STEEL AS REO'D. CLOSER BOX (1 9/6" x 4Y6" x 0.053") 16 GA. GALVANNEAL STEEL 6 © - STEEL AS REO'D. END CHANNEL (1 5/B" x 1 1/,.'x 0.053') 16 GA. GALVANNEAL STEEL W W i O9 - STEEL AS REO'D. HINGE REINFORCEMENT 10 GA. GALVANNEAL STEEL Z a° 10 - STEEL AS REO'D. EMA 18GA ANCHOR (PIPE) VISION HOLLOW METAL Wz t t - STEEL AS REO'D. EMA 18GA ANCHOR OPTION (BUTTERFLY) VISION HOLLOW METAL 12 STEEL 1 CYLINDRAL LOCK REINFORCING > 's F 13 - - AS REO'D. HONEY COMB 1" CELL e 14 - VINYUSTEEL AS REO'D. TOP CAP OPTIONAL VISION HOLLOW METAL w 15 MG 950E STEEL AS REOD. 2x3x1/8" REMOVABLE MULLION LOCKWOOD Fy min. = 46 KSI �N t 2_ g t6 A0010 STEEL AS REO'D. ASA STRIKE REINFORCEMENT VISION HOLLOW METAL p 17 A0024 STEEL 1 MORTISE BOX REINfORCMENT VISION HOLLOW METAL w X �u o a� 18 A0051 STEEL 2! PANEL RIM PANIC BOX 14" LG. VISION HOLLOW METAL ge�DlrCf REY8.. • a t9 - STEEL AS REO'D t 3/4" x 0.12" THK ASTRAGAL VISION HOLLOW METAL +.wpew , • 20 - STEEL AS REO'D FLUSHBOLT GUIDE VISION HOLLOW METAL • • r.�trr1., °"` 8� 2t - STEEL AS REO'D REVERSABLE FLUSHBOLT HEAD REINFORCEMENT VISION HOLLOW METAL "+��'�►+ • 22 2000 STEEL AS REO'D SERIES 2000 DESIGN HARDWARE PANIC EXIT DEVICE DESIGN HARDWARE • is lo 23 AL53PD STEEL AS REO'D SCHIAGE Al-53 PD CYLINDRICAL LOCK 8 DEAD BOLT SCHLAGE •�a • • •s000 24 - STEEL AS REO'D SCHLAGE L9453 MORTISE LOCK W/ INTEGRATED DEADBOLT SCHLAGE • • • • •at4 25 - STEEL ASREO'D IVES F6458MANUAL FLASH BOLTS • • • • • • NG'N kS � RdtiM•EGS•NMN • Ca lTC6'rl - � • •••..• r7 • o. , • IVES "USHBOLT A MS GUIDE DRILL 8 TAP 118' REINF. PLATE FOR 4PER2LEAF 6.500" 1 1 G M r8-32 M.S. (4 12' fOR 80", 82' PLACESL IB' I• AND 84"DOORS MORTISE AT TABS 24' FOR TOP FLUSMBOLT 10.0281' 4�e I I II RC 96'DOORS y. �, I X �i `_ �24e• t Y� • f' 0 0' ' 4.500• ,....1 &� 6Y. 1'CUT OUT pi I j O Z F 2S;e 6 C B MEETING EDGE DETAIL 5 STEEL HINGE MASONRY WIRE ANCHOR CLOSER BOX (D z H W 6 Fy MIN • 60 NSI OPTION 2 & 3 t min — 0.1 34" x 000• 1.500' 1 2.55 776 1 .774 .0900 556 g X 88 D ry `. OA375' 1 � j 5.7502375 p p 0.352(8) 0.75. 3.411 W >04 i W m' IWj .625' 0,4375' Y" i t 006 10.5 6.98 2.482 9.288 16.1 • R.100LJ3 DIMPLE(6)•Ll p O I ••••AREA L4. HEAD/JAMB 3a'�;7 (0.775") ••J•+•••••FRAME 18 GA STEEL (0.053) (6)•••••• • 9s; % 6217 1•}— CD 12' ife' O 1Y• 025 •••• •••• /1 HINGE REINFORGSMENT • • • • • •'• •��i •�'•r,Y.• 5.000. 10 GA • /� f. • 9 END CHANNEL .wnucrcFv�a • • \. E." AA p.•„ � �! 1STEEL 6 GA STEEL "�"•"�'�"�"� •. • •• Pr #ssce3 3 TRESHOLD goFSs/ ?R:°EaGr uurl o4R �uxtt • • ONA; I•�\�\ ebr v PLS. 2.s• S. + 17265' 1,25 k.05969'O.6'v � i/6' W'" toes•O1' ^� 6.2158' 285' I g 35 3: SPOT WELDS 1e 4.257' .1394'.95' 2' 3• 25' 1.625' 3.921r 3.30]3' Ste' g5, I M' tib' O r = W N E 2 ,{ .375' 2 i v$ 8 TABS BENOEO 2-� .074' R.25' 1 575' r DRILL/TAP F TM PSCR LACE 5 w - >. ySgS i �9 12 CYLINDRICAL LOCK REINFORCING 21 REVERSABLE FLUS HBOLT HEAD REINFORCINGid g FRAME CORNERS DETAIL o 4_ 9S2' #Nps �� it j 417/32' X05 � > a� II IUI u r A•SA STRIKE REINF.9 • • • 9 18 20 R TEEL • • �x h EMA ANCHOR 10 STEEL TOP CAP OPTIONAL 15 LOCK WOOD SERIES 95OF REMOVABLE STEEL MULLIO N � N • • • • f • • • • 'w�`I• • • • • 18 GA STEEL s�•:• • f0 i �M7�r~�' 9 f • • • S�1•M'+iri1 � 'f 511= —14 •fff T��• •. •''• 1a VINYL TOP C AP P: �J - • • • • FlOR x I- 55 e3wwH cAn., 2o6n3 ff•••f � y pl 2(.1i3 •I • : v Y C J* °" ` EMA ANCHOR OPTIONAL MORTISE BOX REINF. t� v - • •.• `" ` • ' F • /"RI^ to, - °��°" ` 11 18 GA STEEL f • wPNI aa•AuR v • , �� f ] •` 7 MIAMFDsADE MIAMI-DADE COU TY 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.flov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 "400" Aluminum Window Wall System (with window inserts) — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-42, titled "Series 400 Alum. Window Wall System (L.M.I.)", sheets 1, 1.1, 2 thru 9, 9.1, 10, 11, 12 and 12.1 of 12, dated 08/13/09, with revision F dated 04/13/18, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and Vert Tas bead.... 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 eee � .... .. a revision... or chang.e....• in the materials, use, and/or manufacture of the product or process. Misuse of this,t1AA as an g*rsemept • • • of any product, for sales, advertising or any other purposes shall automatically tdhI vitiate this '1 Q A 0 Failure... to comply with any section of this NOA shall be cause for termination and removal 4-10A. .. ..:.. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade •County, 11otfida, a$d • •; • followed by the expiration date may be displayed in advertising literature. If ajty potion of th• o NOA � : • 0 -- :.00:0 • displayed, then it shall be done in its entirety. 0 ; • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manutaclerer or ;s • 0 • distributors and shall be available for inspection at the job site at the request of the Building Offit1dr This NOA revises NOA# 17-0329.02 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 Sifang Zhao, P.E. NOA No. 18-0503.03 ,go /7,-5 ��i�i Expiration Date: December 20, 2022 Approval Date: August 23, 2018 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. "Submitted under NOA# 12-0801.02" 2. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 08/13/09, with revision C dated 01/13/15, 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 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7233, dated 02/01/13, signed and sealed by Marlin D. Brinson, P.E. "Submitted under NOA# 14-0910.07" 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 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3129, dated 10/18/10, signed and sealed by Candido F. Font, P.E. "Submitted under NOA# 12-0801.02" 3. 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 an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. . HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074.agd 1IETI-1b-30751 • • • - all dated 10/18/10, all signed and sealed by Candido F. Font, P.V. ' "" '• ...... .... ..... . "Submitted under NOA# 12-0801.02" • • • ; • • • .... .... . . 4. Test reports on: 1) Safety Performance Test, (class A, Sec. 5) per *!,ISI Aq! f•-1984 • •; • • CPSC 16 CFR, CH II, Part 1201 """" ' .. .. ... along with marked—up drawings and installation diagram o � }�4lumin11Tq window.... ••.. wall system, prepared by Hurricane Engineering & Testin§, I?lc; Test Report No... % HETI-10-3096, dated 10/18/10, signed and sealed by Candidq F. j;gnt, P.t!.• * ; ••„ "Submitted under NOA# 12-0801.02" .. • 0000 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.03 Expiration Date: December 20, 2022 Approval Date: August 23, 2018 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8281, dated 06/22/16, signed and sealed by Idalmis Ortega, P.E. "Submitted under NOA# 17-0329.02" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51' Edition (2014) and FBC 6" Edition (2017), dated 08/02/17 and updated on 08/29/17, prepared by Al-Farooq Corporation, 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. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. NOA No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tb Edition (2014), and of no financial interest, dated August 25, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad P.E. • • • • • • 2. Laboratory compliance letters for Test Reports No HETI-10' 5071., HETI' lq-3072, • • HETI-10-3073, HETI-10-3074, HETI-10-3075, HETI-10-3a�J and HE1'T 10-3129; • • • all issued by Hurricane Engineering & Testing, Inc., dated 1 Q/18110, and Signed a4d • • • sealed by Candido F. Font, P.E. • • • • "00000 •••.. 3. Proposal No. 10-0233R issued by the Product Control Sectiofl'OMW 07/121`16. signed:*** by Manuel Perez, P.E. .... ... ...... 4. Proposals issued by the Product Control Section, dated 01/12/15 and 01/13/.15, bolt..;. signed by Jaime Gascon, P.E., Supervisor, Product Control Section •' • • •' G. OTHERS • ' • 1. NOA No. 14-0910.07, issued to Eco Window Systems, LLC for their Series "400" "mum Window Wall System (with window Inserts) — L.M.I, approved on 04/30/15 anpirin on 12/20/17. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.03 Expiration Date: December 20, 2022 Approval Date: August 23, 2018 E-2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1, 1. 1, 2 thru 9, 9. 1, 10 thru 12 and 12.1 of 12, dated 08/13/09, with revision F dated 04/13/18, with revision E dated 08/02/17, 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) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1 along with marked -up drawings and installation diagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9872, dated 12/12/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 03/15/18, prepared by Al-Farooq Corporation, 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. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/18, exj'xi�g on .... • 07/08/19. • .. 0000 0000.. 0000 0000.. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) aid of no financial interest, dated March 15, 2018, issued by Al-Farooq C'Mpbration0000.. , Sighed and • : • • • sealed by Javad Ahmad, P.E. 0 ... . 4, **000 2. Proposal No. 17-0579 issued by the Product Control Section, ,dated 07/18%1,7, signed •, -6 0 by Manuel Perez, P.E. 0 0 0 0066:0 0000.. G. OTHERS '66' : 6 66 :6666: 1. Notice of Acceptance No. 17-0329.02, issued to Eco Window Systems, LLC for then-oseries "400" Aluminum Window Wall System (with window inserts) — L.M.I, approved on 10/19/17 and expiring on 12/20/22. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.03 Expiration Date: December 20, 2022 Approval Date: August 23, 2018 E-3 REINFORCING AS REOD. WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SHEETS 3 h 4 _ SEE SEPARATE NOA FOR WINDOW CAPACITY A FOR CAPACRY F %%% LOWER STING OF WINDOW OR 1O / WINDOW WALL SYSTEM WILL C010ROL� :. .. .... .... / ... .. I A9 O9 SHUTTERS ARE NOOREOUIRE. • 4 c-` `R ' • • • LARGE. MISSI"WR CT • �.� DID, nF'F II PALOOU.'T P""°."1• • • • • • � 'vGENgLc�/��i I� K 11 � E, k • D.L. PG. WIDTH ! r.:ETr.:...D�.z_�t4.j•a•2• • `{\' •Apr 10 2i,201B 1'Y �.!3..•.O • • • \ 6TATC (x Y/:/ Alu¢I D:vle ltcBua lJn...• • . S�R0�1�..•' / REINFORCING AS REOD. WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SHEETS 3 h 4 _ SEE SEPARATE NOA FOR WINDOW CAPACITY A FOR CAPACRY F %%% LOWER STING OF WINDOW OR 1O / WINDOW WALL SYSTEM WILL C010ROL� :. .. .... .... / ... .. a' MAK. 1' MAK. t /SILLEAD HSILL - MAK. SHEETS SPACINGCORNE CORNERS CORNERS SEE SHEETS 3 h 1 ANCHORS TYPE A B OR C ANCHORS TYPE A, B OR C 2, 3 OR 1 AT EACH JAMB -' 1-2. 2. 3 OR 4 SEE SHEET 5 AT EACH SIDE OF MULLION SEE SHEET 5 TYPICAL ELEVATION SERIES 400 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MVMI-RADE INSTRUCTIONS COUNTY APPR'D URGE MISSILE IMPACT RESISTANT DOORS. USE C AS FOLLOWS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 7017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING NIGH VELOCITY HURRICANE ZONE (HVNZ). TOY OR 28Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS , THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT RIALS SRALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.R. LRE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CMCK GLASS CAPAOV TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WOTH h HEIGHT)AND PRESSURE CAPACItt. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 3 CHECK WINDOW WALL STEM CAPACITY FOR DESIRED HEIGHT AND MULLION SPACING USING CHARTS ON SHEETS 3 ! 4. THE CAPACITY SHDULD EXCEED THE DES" LOAD, STEP t USING CMARTS ON SHF,7 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPEMED IN STEP 1 ABOVE. STEP 5 VERRY UNANCHORED MMES, IF USED AS PER SHEETS 3. A AND 7, STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 1 SHAL APPLY 10 ENTIRE SYSTEM. STEP 7 WHEN USING THIS SYSTEM WITH DOORS. THE LOWER VALUE OF THE DESIGN PRESSURE RATING FOR THE STEM AND THE DOOR SHA.- APPLY. _DOOR MULLION ANCHORS SEE SHEETS 5 NE 7 1. 3 OR a 1. AT EACH JAMB - -r SEE SHEET 5 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1 THIS SYSTEM IS RATED FOR LARGE @ SMALLemsia.I•P•CT. SHUTTERS ARE NOOREOUIRE. • 4 c-` `R ' • • • LARGE. MISSI"WR CT • �.� DID, nF'F II PALOOU.'T P""°."1• • • • • • � 'vGENgLc�/��i I� K 11 � E, k • D.L. PG. WIDTH ! r.:ETr.:...D�.z_�t4.j•a•2• • `{\' •Apr 10 2i,201B 1'Y �.!3..•.O • • • \ 6TATC (x Y/:/ Alu¢I D:vle ltcBua lJn...• • . S�R0�1�..•' / dro g • WO��.. SHEET Z • • • • • • • • •••••• In �r �r -111L I I III a' MAK. 1' MAK. t /SILLEAD HSILL - MAK. SHEETS SPACINGCORNE CORNERS CORNERS SEE SHEETS 3 h 1 ANCHORS TYPE A B OR C ANCHORS TYPE A, B OR C 2, 3 OR 1 AT EACH JAMB -' 1-2. 2. 3 OR 4 SEE SHEET 5 AT EACH SIDE OF MULLION SEE SHEET 5 TYPICAL ELEVATION SERIES 400 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MVMI-RADE INSTRUCTIONS COUNTY APPR'D URGE MISSILE IMPACT RESISTANT DOORS. USE C AS FOLLOWS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 7017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING NIGH VELOCITY HURRICANE ZONE (HVNZ). TOY OR 28Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS , THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT RIALS SRALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.R. LRE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CMCK GLASS CAPAOV TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WOTH h HEIGHT)AND PRESSURE CAPACItt. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 3 CHECK WINDOW WALL STEM CAPACITY FOR DESIRED HEIGHT AND MULLION SPACING USING CHARTS ON SHEETS 3 ! 4. THE CAPACITY SHDULD EXCEED THE DES" LOAD, STEP t USING CMARTS ON SHF,7 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPEMED IN STEP 1 ABOVE. STEP 5 VERRY UNANCHORED MMES, IF USED AS PER SHEETS 3. A AND 7, STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 1 SHAL APPLY 10 ENTIRE SYSTEM. STEP 7 WHEN USING THIS SYSTEM WITH DOORS. THE LOWER VALUE OF THE DESIGN PRESSURE RATING FOR THE STEM AND THE DOOR SHA.- APPLY. _DOOR MULLION ANCHORS SEE SHEETS 5 NE 7 1. 3 OR a 1. AT EACH JAMB - -r SEE SHEET 5 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1 THIS SYSTEM IS RATED FOR LARGE @ SMALLemsia.I•P•CT. SHUTTERS ARE NOOREOUIRE. • 4 c-` `R ' • • • LARGE. MISSI"WR CT • �.� DID, nF'F II PALOOU.'T P""°."1• • • • • • � 'vGENgLc�/��i � �Y I • U�IG.d (<.: • • • • NIX• • . � E, k • AIH - l�ci�3.o3 t2 : 4 •.p �tT ! r.:ETr.:...D�.z_�t4.j•a•2• • `{\' •Apr 2i,201B 1'Y �.!3..•.O • • • \ 6TATC (x Y/:/ Alu¢I D:vle ltcBua lJn...• • . S�R0�1�..•' / dro g • WO��.. • • • • • • • • •••••• • • w �^ Ig!Z aR OUTSIDE e (11 Z m� H 4144 11 deM i D.L_0 __ WIDTH! y� I �'^M• I E �QQ 7 � g •/ B i I � 6 ` 9 I 0 -'--�---- I; ZJ�J HEI➢/StIL HEAD/SU. ,t� � -----" N R o O CORNERS CORNERS ANCHORS TYPE A BOR C INSIDE I MAN. MVLLION SPAGNG CORNER F--- -----1.- - "1 DOOR MULLION ANCHORS SEE SHEETS 6 k ] �+ W �S C 2. J OR 4 AT EACH JAIA8--'' SEE SHEET 5 SEC SHEETS 4 ANCHORS TYPE A, B OR C --J OR 4 AT EACH SIDE OF MUWON SEE SHEET 5 TYPICAL ELEVATION O - X • • • 4:0 • • uu • •••••• �"I �,f��Y"Yf �S Y �'• • Wr �42018r pr BTAek T W� : OraWing n•� Ny i • • • • • �, •. Rort�A •'W09� M Prckuct Cun •'��,Ss;p�oilim,L AL2 I • �__� • • • CUSS LOAD CAPACITY -PSP SILICONE n� D.LO _WIDTH D.L.O. WIDTH DOWSIL 991 - DOWS0. ]9i �v 8 G41.1'9 TYPE CUSS TYPES NOMINAL DINS. 'OIL' 'G2L' k 'G2[1' r-1/4' HEAT STREN'D CLASS "f InlerMyer I" Z b° 0 P D.LO. WAIH O.L.O. IIEIOM EXT,(.)! RIi.(-) 63.0 75.0 90.0 IJ0.0 SR -1/2' B5.0 73.0 130-0_ By •k,,u Am4rica, IM.' L N. SD -1/T' M-1/2- )9-J/4' _90.0 85.0 ]5.0 80.0 130.0 85.0 75,0 90.0 1}0.0 �! ' " ' 1 C1/4' HEAT STREN'D CLASS R 50-1/2' of 650 � 75.0 80.0 1]0.0 56-1/2' 65.0 ]S.0 90.0 1]0,0 /• I yyj�( SOp 29-1/2' BS.O ! ]5.0 80.0 1]0.0 Sx-1/z' 65.0, 775.0 80.0 1130]0.-0 o i �8 > �I 0 .i 38-1/2' H-1/2' e1 -3/a' _85.0 I ]5.0 80.0 170.0 65.0 >5.0 80.0 I]O.a i,'/ 9 50-1/T' 58-1/2' 1 T<f 85.0 75.0 90.0 1]0.0 85.0 75.0 80.0 1100.0 26-t/T' 65.0 75.0 80.0 130.0 65.0 73.0 80.0 130.0 J2 65.0 >5.0 90.0 130.0 R >8-1/2' Bo -]/4- SLAS,4_TYYli41L 41-i/2' 65.0 � )S.0 B0.0 130.0 vl U SO' 65.0 ]].0 80.0 1]0.0 3 63.0 ]5.0 80.0 100.0 50-t/2' SILICONE 56-1/T' 850 1 73.0 80.0 100.0 DOIYSIL 995 SILICONE �f/a' HEAT STREN'0 GLASS DOWS L ]95 .090' Intedayer IWArAraY LJ ~ 7 -' yA 28-1/2' 32-1/T' 65.0 75.0 B0.0 170.0 63.0 ]5.0 90.0 1]0.0 0.5.0 ]50 _80.0 130.0 65.0 ]5.0 80.0 130.0 JB -1/T' N-1/2' 96-3/1' 1/!' HEAT STPFN'D C1A55 �By AmAnco. b '" Larlryar I/a' HEAT STREN'D GLASS 65.0 ]S.0 80.0 IJ0.0 65.0 ]5.0 BD.O t 100.0 4)' 50-1/2' By 'Huraroy A -m.. Mc.' , r3/8' NR SPACE `� O Z S"1 W IO i^I 26-1/2 65.0 75.0 60.0 � 130.0 J2-1/2' T6-1/2' 63.0 750 90.0 � 1,70.0 1/4' HEAT STREN'D CUSS 1/1. 7EM6 GLASS • $ 3 Z 85.0 )5.0 80.0 130.0 65.0 75.0 BOO /70A Se -1/x' a4' 02-3/a' •••• •• • ♦ • m (Oyp�O.R yr LTaD-'fid w' 14-1/T' a9' 650 )s.o eo.o 100.0 es.o 17s.o eo.o too.o _ s • -•••• qq • 65.0 1 ]5.0 800 � 100.0 1 26-1/Y 11 _:5 01 73.0 _80.0 ' I]0.0 32-1/R' 38-1/2' 95.0 1 >5.0 80.0 t 70.0 o ... 1, 83.0 j 75.0 80.0 I]0.0 65,0 >5.0 B00 30,0 al' 108-3/4' as -1/T' 65.0__]5.080.0 1000 a]' 85.0 75.0 90.0 100.0 [, • • • e F��• EDGE SPACER G >k; NR��i. X ••�• : T6 -I/2' 65.0 ]5.0 80.0 170.0 2- 800 63.0 )5.0 80.0 130.0 �LASS_Tre • �qU* 11 • •S,EEy y •I • 65.0 75.0 80.0 170.0 Se -t/2' O JB' 69.0 73.0 80.0 130.0 = S1$ZIVC OPTIONS •• •• M• •lio_�•►•• • 65.0 75.0 80.0 100.0 44 1/2- C) € •••••• • • • • `ITIII i Ili/', - oo d'g yI� • 26-1/2' 31-1/T' 65.0 75.0 90.0 I I]0.0 65.0 80.0 170.0 • �• J7- ITo-3/a• - - 65_0>5.0 60.0 • • A Y W ` 78-1/T' • • •, •` C _170.0 65.0 75.0 80.0 100.0 12' ---r75.0 m eROD'JCi1L.lV1�LT) • _ �1 Z all'sPi,o,ia dsr�.idT ,A, ://•• 52 • �. k g A..<:,+ancc x,.l -LS03. G3' 2rW- F E.::.lirn lis¢ iy- STATE OF (f/` NOTE: drOvin no. 9 W S E AREG../` SE W09-0421 10300 H09 (3IS �ET BASED OLA N ASTM SEC. GUSTS). I'A�wv names tua cvrrcol \!rS�ONA4 E%/ • 80.0 100.0 T6-1/2' ]3.0 600 170_0 32-I/2' 39' 128-3/4' _65.0 65.0 ]5.0 80.0 1.70.0 65.0 i ]5.0 90.0 1]0.0 )0-1/2' 630 ]50 80.0 100.0 w' 650 )s.o eo.o 100.0 • JANe I, YVWON IAAD CAPAC - PSP ' JAMS a YAJAM M11p11 MRMINNrt IIoMIMN] JAYS 91' /AJW 42' JAI. 'i2' NOMINAL OIYe. Nall •NJ• YULL •YY NNl 113• YVLL 'W MOM M I9NE Ratm (.) M.(-) (.) M.I-I .(�) M.(-) .w M.J-) m• NO tm.0 NO Iso N.0 Im.O NA 1200 x• NA 1.A q0 - NO Ib.O N.0 mAS' mA 1m.D q01-1 q0 IMO NO 120.0 N' b, N.0 1m.0 X. o011no IN N.0 1MA SJ• m0 IOOA NA 1q0 NA 1]00 NO 1mA N' NO Im.O N.0 loop NO 1M0 NO two b" NA two N.0 2- No tM0 N.0�120A x' mA I - N.0 two NA - NO o 12• N• NA Im.O NO I wo. N.0 tm.0 !2ItIm.O N• N.0 1m.0 N.0 INA N.0 IMO N.0 IMA W No n.) No - N.o IMo N.o Imo N' N.0 N.9 NO I two NO 1M0 N.0 1m.0 b' NO Im.D q0 060 N011mA qo 1m.0 N" -.J'- No 1mA N.0 Ib.o NO 1m0 .I tr M• q0 T Im.O NO 1m.0no b.O NO 1m.0 N• NO 92.1 N.0 ImA N.0 1NA N.0 im.0 -N.O H' NA N.9 too. NO 1mA NO IMA N• )).) ».) -Imo NA ImA ND IMA b' N.0 tm.0 NO_ Im.O N.D NO tm-0 l6• NO 1q0 N.0 ImA NO 1b.0 N.0 1mA In NO qt N.0 fm.0 NO Ib.o NO 120A No _tm.o No 1b.o No 'no u• I., N" 72.9 72.9 NO two NO IMO NA 1M0 WA�l N.0 1M.o 00 N• - -- 1M.O N.o 1m.0 0 b' NO iN.O NA 1N0 N.0 IMO NO 1M0 x' NO 91,J eoA Im.O N.0 1m.0 NO t2o.0 J2' N.0 IMO m0 iMA u• Im• ros ros No tN.o No tno ND Imo OJ• e10 6{A N.0 99.5 NO 12s.J N.0 1M.0 ye• _ _ _ _ e0A�m0 NO 120.0 _- -. tt�.A m• NO N.9 N.o iN.O 00.0 .0 NoIM.O x" NO et. N.0 1m.0 NO 1m0 NIt 1M.0 1.0 N.0 1N0 NO 1m0 Je• 119 e2. m.A N.o N.e N�_tmo NA 120.0 N' NJ N.] NO 12.J qO llmp N.011M0 - - - - NO N_0 q0 IMO - - N.0 I No - - N' m• NO e2.♦ 1q0 N.0 two NO IMA x• _m.o 093 NS oo 1q0 NO 1N0 N.0 im.0 i2• IM' I N.] NA N.0 N.0 1N0 NO 1mA N' 01.1 m.e NO e6.. No INA NO I"A _- SI• - _ _ _ NA I N.0 N' x' 42• - NO m.0 No 92• No N.0 IA 5A +9a ?I W� �WI�W3-�w�J UNSP,f.VRED ]ANO 'll WIDTH (W) - W1 Ix e l Sz Nf3 AT rAANE JAMB L6i68A -'__ WIDTH (NJ) - W2+ W3 A2 rpwf wl I 2 tTNSECLMED JAMB 'J2' RMT,17 NEOO. AT JAAN25 ONLY FOR WAWY 1 0 E YVWON 'YJ' • • • 2 •YULL, 'NC' • • • e e!i • M-. S. M•� • 11�NUN .77��i4 • •12_!9)A 5.005 •,• • U' s 90. [ 2JI.W. • • `ATtalnlyl,,, �• • ..il • • `• : • � No. 70a9t • • tom' •••A 14, Dn - '�.1 -CSC3.ci }a�.� jay auTA�r 24,20 D7 -is -•-3 �s3�.. f��]`% MiA6uhb l+oAzlgMaY1 .,,,o+va�lte, .-Irtg .. W09-42 JAMB L MUWON LOAD CAPACf9Y .IIifB • III9Yo4A MIM NNIbY0 NWJOMI.NS JAMB '/1' JAI® '11' JW8 jr' NOMINK DIMS. YVLL''I. MULL 'ME' MULL 'Y3' YVIL IC' WOM (9) )WJ[ rEl01f .(.)i Wf.(-) .(.) M.(-) m' N.0 Im0 m.0 'mNo ImA m.0 IN.0 >6' NO Imo NO to0.o NO 1N.. m.0 lno 42' b. N.0 Im.O _N.0 Im.O No IN.O N.0 Im.O b' No 1000 NO ,m0 N.0 1- N.0 130.0 N" N.0 99.6 NA Im.O No 1NA No 1904 N' No 89.7 NA 1m.0 m.0 1no m.0 130.0 m• No 1m0 NO ,mA No In. NO 110.o 16• mA ImA m-0 Im-01Nom-0 IN.o 42' m. N-0 Im.O NO Imo NO IND m.0 I2oo N.0 97.0 m0 1m0 NA IS0.o ICI 120_0 46' N.0 ee.2 N.0 100.0 NO 130.0 NA 130.0 N' N' 17.a » e No tooA N.0 1no NO I- N' NoI'm N,o 1000 m0 tm0 N.0 no 36• N.0 IwoNO tNO m.0 tm0 N.0 I20.o 41 4a' pa. N.0 9e' No I im0 N0 mo m.0 1200 BOA b.e m� fmA 90.0 tmA 90.0 110.0 N' h.2 T�.1I NO I 1m0 N-0 im N.0 no N' al 1 671 1 NO I,w.o NO -, - 12°.0 N' No ImoN.0 INA NO 130.0 No 130.° 99.3 NO t00A NO Imo mA M. 4Y N.0 6s., NO 1m0 m0 130.0 mA 110.0 b" 102" )15 )15 N.0 ,m.0 NO No N.0 110.0 s. eat 66.2 NO Imo eo0 131.1 NO 110.0 No M.: NA t23S N.0 tm.0 No IIQ Wt IMO N' N.0 ,mD NOm0 mA ,N 20 .o NO 1.0 X' m.0 e60 N.0 INA NO no NO I o 4Y 11.1 n4 NoI'm NA IN.O No 19°.0 NO Mo NO 11 - NO 121.5 M. Im.O H lm' 9' N6 sae m.0 917 m.0 IIaA NO 110.0 N.0 1140 N.0 120.0 NO 1133 N.0 120.0 N N.o roto N• N.0 940 60.0 fm0 mA 1m.0m.0 12°.0 N• T6) M.3 NO Imo NO IWO NO 120.0 a),I m.f NA Imo N.0 Im0 m0 110.0 41' 46' 1,4 S0.) 56.) N.0 m.t No lm_0 m.0 1030 N' 56.4"). f0.4 No N.! No 100.° NO 130.0 N• - - - - NO NO N' - -- No No N' N0 I N.e N.0 'm N.0 1No NA 110.0 3e' 671 671 NO mo No 1N.0 NO IN.D 42' b' ,N• f).> 5).5 NA 92.2 No 1N.0 N.0 130.0 N4 N4 NO p.) No Im.O No 11°_0 al-T/e• _� -�- NO 1 . m-0 1 90.0 14• N'm0 NO N• ,le• No _ _ _ No 10 2 tee- _ - N.o m.° - N' I ---1--" - - No No N• - � - - No N.o - - M" - - - NO No 42• 132' No _ _ _ _ N0 m.0 - -)5.9 48• N• - - 66.1 1NTERMEDNIE HO M20H K5 Ell WI IMERMEWTE HomzoNrus vm ara A• I ` WIDTH (W) - W1 AT FRWE JAMB WIDTH (W) s W2 + W3_ AT FRAME MULLION 2 SA 5, , UNSECURED JAMB '11' la K4 Ba w'J UN9F)CIi RED JAMB 'J2' R3b� Sa 4_t__af3 2A 1A LIZA 1 2 2 MUWON 'MI' MUWON'M3' Ix M � ea_MfJ li_w_6 �.T01� 81308 2.609] 10.8]7 REOD. AT AWES ONLY 'OR CARACITY • ••R= u R MUWON 'NO' (3) • .••• . • • 2 0z{�'�YI I •. y EE�ff 5tr �r, . • I � 11M�I". YUWON 'YC' S • • i � �'��'• • IN"4 Sa Ir•) • • 3gu 5-oos � � � _ • • • p'A"$E" • • �' b^ Sb \5\\1111 ]III] • • • �T/1p724,20`7/6 Om.iDq Do. "Y W09-42 � S0.^3333. INIERMEOATE 110RIZONTNS OPTIONAL FIXED LITES Wl - �Wl I W2 W_3�I M07H (W) . W1 AT FRAME JAMB WIDTH (W) . W2 + WJ AT FRAME MULLION Z II �II �- 4- 1' 3 4 T -- L6-1 3 I'71� 3. Ll I I L6• A3..b3._C2 A3-.03._0 Al ANStlB S -MIM' SEE SHEET 6 FOR OCSCR Cw A2 (1 ANCHORS TYPE 'A' AT EACH $IDE OF JAMB AND MULLION 02 (2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 . (2 ANCHORS TWE 'C' AT EACH SIDE OF JAMB AND MULLION A3. 3 ANCHORS TWE 'A' AT EACH SIDE OF JAMB AND MULUON R3 = 3 ANCHORS TYPE •8' AT EACH SIDE OF JAMB AND MULLION C3 7 ANCHORS TE •C' AT EACH SIDE OF JAMB AND MULLION A4 . (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 0000•• •• • 0000 • 0000•• • •••• 0000 NOTE: • 0 O0USE SEAR CUP� M0' 0]••� • • • TANCHDO L,QCAD(91SOF 5�� IE.I* • • • • • • `\\\\101 I�II� • /160. *7691 •' • . ' { � • I v� �ATA�r 24,20$ At..s1��6PFoam caved \a��AL E�:/ • •0 ANCHOR LOAD CAPACITY - PSP NOMINAL DIMS, ANCHORS TYPE 'A' ANCHORS TYPE 'B' k 'C MOTH (W) FRAME NOGM A2 AS A4 B2/C2 93/C3 84/C4 30' 36• 13' 49' 34' 60' 84' 123.0 1300 130.0 130.0 IWO 130.0 102.5 130.0 170.0 130.0 130.0 130.0 D1.6 1]0.0 130.0 112.3 IM.0 IW.0 76.9 115.21 130.0 98.3 130.0 130.0 68.21 102.5 1]0.0 87.4 1]0.0 61.5 92.2 12].0 78.6 117.9 Ib.0 30 1.0 30" 36 42• 48' 51' 60' 90, 11..6 95.6 62.0 1300 -136,0 123.0 Ib_0 170.0_ 130.0 1210.0 122.3 104.8 130.0 _ 130.0 150.0 130A 130.0 130. 71.7 107.6 150.0 91.7 130.0 10.0 _ 621.8 _ 95.6 12].5 _!15+1,2,2,.3 9.4 a0.1 fl..a 0.1 1700 1.30.0 30' 36 42' .8' K• 60' 88, 107.6 89.7 1210.0 130.0 IW.0 130.0 1210.0 111.7 1]0.0 130.0 130.0 130.0 76.9 INS.} 130.0_ 98.3 1]0.0 67.3 100.9 130.0 86.0 129.0 130.0 IMO 59.a 89.7 119.6 ]6A tt4 130.0 53.a 80.7 1076 6BA 103.1 T3O.0 210" 216' 42' 48" SI' 60" 102, 10121 130.0 130.0 129.5 "0. I3a0 6. .1 128.6 1]0.0 IOJ.9 130.0 ]2.1 108.5 Ib.O B2.5 1300 1.10.0 1]0.0_ 0.].] 9..9 128.6 a0.IT 121 a 1]0.0 56.3 61.1 112.5 71.9 107.9 130.0 50.6 78.0 101.3 64.a 971 b' 35" 42' .8' 54' 60' 108, 95.6 79.7_ 130.0 119.6 I3o.0 130.0 122.3 101.9 IbO Ib.G 130.0 130.0 .3 _ 102.5_ _IWO _87.1 130.0 .a a9.] r47.8 1210.0 .1 79.7 1063 WO 101.9 71.7 95.6 61.2 81.7 130.0 122,3 1' 1• 42• 4 8" 54• 60' 114• 90.6_ 130.0 130.0_ 115.9 130.0 130.0 _ 75.5 113.3 130.0 96.6 130.0 130.0 84.7 97.1 129.1 82E 124.2 1300 56.6 61.9 113.3_ )2.4 108.8 1]0.0 50.3 75.5 100.7 64A 96.6 i 12a.7 15.3 MO 90.6 579 869 115.9 30' .16' 42' .8' 54' 60' 1p, 86.1 1.10.0110.1 130.0 130.0 _129.1 71.7 107E 130.0 91.] 1]0.0 r30A 61.5 92.2 123.0 76.6 117.9 130.0 53.8 80.7 10].6 68.9 1071 ! 1210,0 47.871.7 95.6 61.2 91.7 123.21 47.0 61.6 68.1 55.0 62.6 110.1 5 36 . 42• 49' 54' 60' 121F _62.0 123.0 130.0 104E30.0 1bA 68.21 102.5 1300_ 67.4 130.0 59.6 a7.8 117.1 71.9 112.3 Ib0 51.2 76.9 102.5 65.5 9a.7 45.5 66.21 _ 91_1 - W2 87.4 130.0 116.5 41.0 61.5 62.0 52.1 78.6 104.8 30" 36' 42 48' 51' 601 132' 78.3 65.2 117.4 1.10.0 97.8 130.0 100.1 130.0 130.0 0.4 125.1 130.0 55.9 a3.. ",a )1.5 10).2 1300 48.9 77.1I1 9r 7.8 82.5 93.6 125.1 _ .3.5 65.2 a6.9 55.6 ILIA 111.2 39.1 W47 1 78.3 50.0 75.1 100.1 INIERMEOATE 110RIZONTNS OPTIONAL FIXED LITES Wl - �Wl I W2 W_3�I M07H (W) . W1 AT FRAME JAMB WIDTH (W) . W2 + WJ AT FRAME MULLION Z II �II �- 4- 1' 3 4 T -- L6-1 3 I'71� 3. Ll I I L6• A3..b3._C2 A3-.03._0 Al ANStlB S -MIM' SEE SHEET 6 FOR OCSCR Cw A2 (1 ANCHORS TYPE 'A' AT EACH $IDE OF JAMB AND MULLION 02 (2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 . (2 ANCHORS TWE 'C' AT EACH SIDE OF JAMB AND MULLION A3. 3 ANCHORS TWE 'A' AT EACH SIDE OF JAMB AND MULUON R3 = 3 ANCHORS TYPE •8' AT EACH SIDE OF JAMB AND MULLION C3 7 ANCHORS TE •C' AT EACH SIDE OF JAMB AND MULLION A4 . (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 0000•• •• • 0000 • 0000•• • •••• 0000 NOTE: • 0 O0USE SEAR CUP� M0' 0]••� • • • TANCHDO L,QCAD(91SOF 5�� IE.I* • • • • • • `\\\\101 I�II� • /160. *7691 •' • . ' { � • I v� �ATA�r 24,20$ At..s1��6PFoam caved \a��AL E�:/ • •0 WIDTH (W) - WI + W2 2 WIDTH (F) - 21 + W2 1 D0� O MULLION HEAD ANCHORS AT 3' O.C. (8) TYPE 'A' INTO TL THRU WOOD BULK (5) TYPE 'A' DIREINTO KR GOOD (S TYPE 'B' INTO OR BUCK DOOR MUWO!I LOAD CAPACITY - Z a J i (t) TYPE 'B' INTO COC, CONC. CMET N e ALUMINUM ALUM. -STEEL NOMINAL DIMS. REINF. REINF. WqM (IIT -E HE MIR OR.(.) M.(-) DR.(t) M.(-) 36' • • 700 60.0 70.0 60.0 42 J�jl ]0.o 60.0 70.0 sob 700 60.0 70.0 60.0 w' 84' !4' 70.0 W.0 700 W.0 - W' il� 70.0 60.0 70.0 110.0 36• 70.0 60.0 MD 60.0 12' �I 70.0 W.0 70.0 60.0 70.0 W.0 70.0 60.0 ...... ... 54' ]00 W.0 70.0 60.0 W' ro.0 W.0 70.0 60.0 31'0 60.0 70.0 W.0 47• 70.0 W.0 70.0 60.0 70.0 60.0 70.0 60.0 w' 96• 5•• r ��._ • • • � •r � -. 24.2018 ]0.0 W.0 70.0 60.0 60' W09-42 70.0 60.0 70.0 W 0 36' 70.0 60.0 70.0 60.0 42•70.0 60.0 70.0 60.0 70.0 600 70.0 60.0 w' 102' 800 70.0 !6' _A)0 70.0 80.0 ]0.0 _600 BOA J6' 700 60.0 W.0 60.0 t2' 70.0 60.0 70.0 60.0 w' 1.6' 70.0 NO 70.0 WA 70.0 80.0 70.0 60.0 St' 55' 70.0 800 700 W.0 36- 700 WO 70.0 60.0 4T 46' 114, 7D0 W0 1 - - Io.o-- W.o 711 - 70.o 110.0 W.o 32• 70.0 W.0 70.0 -W.0 1" 70.0 W.0 70.0 W.0 Iz' f2p, 10.0 W.0 70.0 W.0 70.0 W.0 70.0 W.0 46' 49' 7D.0 W.0 J0.0 W.0 36' ]0.0 600 70_0 W.0 t3" 126' 70.0 W.0 J0.0 60-0 t7• 10.0 7l.0 70.0 60.0 36' 70.0 W.0 70.0 WO 43' 132' 700 ]].0 70.0 W_0 45' 66,1 66.1 70.0 WO WIDTH (W) - WI + W2 2 WIDTH (F) - 21 + W2 1 D0� O MULLION HEAD ANCHORS AT 3' O.C. (8) TYPE 'A' INTO TL THRU WOOD BULK (5) TYPE 'A' DIREINTO KR GOOD (S TYPE 'B' INTO OR BUCK t - Z a J i (t) TYPE 'B' INTO COC, CONC. CMET N e INTOL (1) TYPE 'C' INTO METAL Q ECO WOW. M. ENI DOORS 2 SEE SEPARATE NOAt SEPARATE (( 0 �n =j " • • � 3Z 4t(_� J�jl J �W]- f� w1 �5H1 ANCHORS AT 3' O.C. Y s w WIDTH (W) Wl + W2 (5) TYPE 'A' OR 'B' N e 2 DIRECTLY INTO CONC. 0 �n • • � 3Z • il� �I • • • • ...... ... . .. .. .. a• .. o " i, • c � • • •iz Z� 1 7•x92 � y3' � }� c d u r ��._ • • • � •r � -. 24.2018 � OraWinq nD. Lp . :L'::-.,L�[ yyyy TA�r A c '�, �, toMDr,:,�Dt? / W09-42 tem•„nQPnua1`c-i �OIVAL �„ - DooR WUSON ww CAPACITY - PDr DOOR IIVUl. Imp CAPAC)TY - TRY MR bUWON mw CAPACRY - mr NOROIAE DOW. A"N" WK.♦ ItEnw. BRUIT. NObO:LL DOW. AEU w WHiE.STEEI RETST. RERIr. IUXVINIIK M.MV NOm" DIYR. REINK RUNT. JO 1aa R, Too bA Too n0 Too wo Too ,0.0 Too . 10.0 w.0 TOO m_.0 Tom ..0 w0 ro.o w.0 Too w.. 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SLT 61T 6].9 0.9 51.p s1u e..] •8 SJ b J6 U6 1J3 b )0 128 UI 1,1 w0 m.0 w0 10.0 w0 m.0 wo To.o mo 36 Q 126 Q .e R b LOA w.0 w.0 b0 ff !1 31 q !I •x .e N R wG wo w.0 !)s 9.e TD.O4)1.1 es s.a e1.) az] Ja_ .2 .e 132 b w0 m0 ro.0 wo wo ro.0 b0 w.0 w.0 Too q.0 JO N 109 w.0 Too w0wo n0 T00 w0 12 12)0.0 2 it �x 11 1 Y908JOWi4L' pLpB�YWON AUMIX 6�.TOTLL •2 •2 w.o )00 m.0 n0_n0 w.0 Too b.0% �-_..Wo- w.0 M.0 b.0 b0 ToO b.0 wp w.0 100 w.0 w.0 m0 Too w0 b.o q0 )0.0 w0 n0 q0 )00 b0 w0 m.0 T00 w0 w.o wo n.o q.o wo wo Too wp !. % b l6 w J8 11� 129 w.0 w.0 roo w_0 m.o w.0 ro.0 b.0 Tp.O w.0 w.0 I. w.0 w.0 ]p0 w0 - To.o{ne wo 70.0 boo 70.l M0 w0 � 10---o .1 .1 b s. s+ sb sa I)1 Ep- 70.0--j oloo 0 ro0 w.o - ro.0 )J.T wo 10.0 1xo .e w bA oIo II ao.o0w0126_..2 Too b0 •! 51 w.o w0 ro.0 T9.1 w.o wo Too n.l w.0 m.o Too w.0 w0 wA TO A s1 q To. ]..e 70.0172A e9.x W.2 w.0 w.0 t m M 132 J6 .2 +1 N w.0 wA 70.0 TJ.! SaA wo e9A 69.9 .e ll00R MULLION HEAD ANCHORS AT 7' O.C. (b) TYPE 'A' INTO OR THRU W000 BUCK INTO OR RRO CO'o (T) TYPE 'B' INTO OR INTO WOOD BUCK (6) TYPE 'B' INTO METH. INTO CCNC. (b) TYPE 'C' INTO METH. ECO RD.. SYS ENTRANCE OOORS SEE SEPARATE NOA I[---------- `---_-- SRL ANCHORS AT 7' O.C. (5) TYPE 'A' OR 'B' OIRECRY INTO CONC. V I J U $ bj a e�a � W • • w i Sin �'I E3 mn • o 3 •010.0 •g • W . S 'Ova•• j1 0 � � • 1111 • • �( s I 1 • 0000 bi " • bj a e�a � W • • I IIIIT I]1 • o �Bl' .'. •g • \ j1 0 � � 7�SB2 �� ( s • # bi Ar2t,�518 TE � Browing no. WOOD BUCKS SEE ELEY " SEE '' WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS TTV EDGE DIST. EOR SPACWG FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I m AND TRANSFER THEM TO THE BUILDING STRUCTURE. fC ,. ^ I E ST. TYPICA4�jJ�}[ORS• SEE ELEV. FOR SPACING 2 „• # C sg$ + SB x It 114' r" 111 TRACON BY ' O' (F-77 K9, F7.155 KSI) pe +� INTO 'By WOOD BUCKS OR WOOD STRUCTURES CS bbt Qy " g 1WWY ` i A DA* O 3 N 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) it C w I ALTERNATE THRU 1 BY BUCKS INTO CONC. OR BLOCKS r 1 lA I -i/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) C I-1/4' MIN. EMBED INTO BLOCKS (JAMBS) $ DIRECTLY INTO CONCRETE OR BLOCKS i 5 J 11-5/B' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) O; G 1-3/1" MIN, EMBED INTO FILLED BLOCKS (JAMBS) Rj p 7 J ANCHOR EIIf:E DISTANCES fK Q q �' LT E INTO CONCRETE AND MASGNRY . 2-1/2" MIN. INFO WOOD STRUCTURE - 1' MIN. �ME •B, _ _ _ __ _ _ — _ N 5/16' DA ULTRAYIN BY 'FIM' (Fuji» Kfi. F7�155 K9) INTO WOOD STRUCTURES v J J 1 1-7/8' MW. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS w t 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) (w Ci a O 0 � O `J 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY IMO CONCRETE OR BLOCKS }� (/1 ALTERNATE t-5/8" uIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I 1-3/1' MIN. EMBED INTO FILLED BLOCKS (JAMBS) 3 n, �'0 m� X I ANCQQ'Z 3r` W 2 G. & • INTO CONCRETE AND MASONRY � y' MIN. INTO WOOD STRUCTURE -,I-I_/4" IN • • • • • • 3i y Lj —• (—TYPE ,C, _ — —i —. i —i _' — — — Zvi W a�0 � � • �`--� 04 SM`- OR SELF DR IIH RENS (GRADE 2 CRS)* • • INTO MIAMI-DADE COUNIY•JFTb�O•LR1LUDNS • • • • OR •• • • S� Si INTO METAL STRUCTURES JWWWS&WjAMBS) i S 8 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE • i of J I ALUMINUM. 1/8" INK. MIN. 10063.1•MIN.) • • • • I • STEEL: 1/8" THK. MIN. (F•- 36 KSI •IN.) • • (STEf1 W CO T •ATED OR PLANTED) • • • ♦ R K S x ( • 3 • y�� ] • I INTO p— METAL STRUCT�URC '•f /2�A(IN� • • • • • i • • I WOOD AT HEAD. SRL OR JAMBS SO - 0.55 MIN. R^. B B^ • 1 CONCRETE AT HEAD, SILL WOWED •D•- 3000 PSI MIN. • ' 8 S ' H C -BO HOLLDW/FILLED BLOB( AT J.MBSM•m >• 2000 PSI MIN. "' • ` c K� SB �/�(��; '� \'l ; TE ALTERNATE 3 . . `,,, 11 "" i 5B N • • .� `PJ .�• • • • ; • • �• ,1ff14-cp • ,. v 43 Apr24,201rfpcot AN8 HORS L,.+ �EOGE_pST. TIP" ANC� METAL STRUCTURE �FOGE .n ff'� T) y .• 6TATE OF F SEE LI.EV FOR SPACmG �/`•-^'. \4ASS.'RORIM.•'(IA\ �/ drawtiing wno. WOJ—YZ FOR SPACWG DIST — _ _. _ Br Afi,..,l Dude Ttndu l L:a000i �i �OP/Al E ly • @) UN.. MU. . E S 8 SEE SHEETS3&4 O 1•2• FOR CAPA{m BY WOOD BUCK NOTE: —� 3 VI /11 AND 20-7/6• O.C. MAX. I PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABRITY OF SEALANT TO SUBSTRATE tr WINDOWALL ----- MATERW /FWSN AND COMPLIANCE FOR WARRANTY. .L ��D_L OPG. JAMB REINFORC9HG AREDO. EE SHEETS 3 tr t oR MIN tr MAX. CMACm GAP FRAME_wID 5EECHART _ BELOW nEUNSECURED WLUGH REINFORCING B SEE ALIERNATE SHEETS J trOD. µ TE FDR aPAcnY• BT WOOD BUCK REMFORCED t UNREINFORCEO FRAMES. uNtru CAP SEEC. BELOW LOW SEE SHEET$ 3 tr 4 FOR CAPACITY grt NAII- FRAME GMS FOR UNANCHORED AMBSTO0•/4• p 1•2• 3/8• ,' B8 X 3/4• SELF URILUNG SCREWS AT 7-3/4• FROM ENDS O SECURED IND 20-7/8. O.C. W%. SA —8 REO). AT REINF..MMB tr MUWON LYRICµ ANCHOR$ S S n SEE ELEV. FOR $PIbNC .' 0 a J 1i i' p w E ia�CI IBy LL C EXTERIOR WOOD BUCK 1/4• LFAX 1/i { SHIM SPACE SHIM SPACE D.L. DFM.. iiY $ -- Q lia . EXTERIOR FINISHES NOT BY - ECO WINDOW SYS. YM tr Mu, SILICONE GAP DOWSIL 790 V U $EE BELOW DEPTH DEPTH � ,/4• MIN.Eli „ pn % FULL LENGTH FOR D SECURED '2 : W UNANCHORED JAMBS 5 µTERNAT[E I 3 Vl W I In SEE ELEV . / I FOR $PACING EXTERIOR D.L OPG. EXTERIOR FINISHES NOT BY, ECO WINDOW M. 0,.1 , 0 \• . METAL STRUCTURES R�o • • • 1,AMBS •Y•• ••* R[00. ,/4'MA.***0W mt�v3_�•�I �••• ••f •• •I }.�G • S8ICONE SHIM SPACE• • • • • • • • F4,.. q• I • DOwSA 790 • r • • 44 DEPTH 1/4• WN. 0006 • • • • » `i ¢ • • • MI"GtrAP0:69:f• •• • Aj •• SEE CHART • • BELOW •• •• •• • _ ••• P_2 Eli s• •••••• • ai .0. 0. e..�. • • • f • f \�1F\�1111«\ • � • • • Nryti�f • B _ �r • P.'.:.LUCT f.::I•S:� S � E • * •: ,may • Hc. � s I �i • rr:r :r-,iar,arl.l, jI k I.•,,,_ „115 TAppLi Etr 24.2015 BTAr 1(F drawing no. ITy moi:;;>- , s••.!toR�w•�.µ'C��C/ W09-42 Mlnmi Daae PmAlct CaeOnl ALi ,/4• DLA BOLT AHD NUT AT 7-3/i FROM ENDS NOTE: AND 20-7/6• O.C. MAX. — MOVEMENT CONSIOERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABRITY OF SEALANT TO SUBSTRATE tr WINDOWALL ----- MATERW /FWSN AND COMPLIANCE FOR WARRANTY. REFER TO ACL -IIT -10 FOR CONSTRUCTION TOLERANCE$. ALTERNATE SEALAKS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE UNES. GAPS LESS THAN 1/4• MAY BE DESIGNED W ENGINEER OF RECORD BY THE USE OF BOND BREAKER TME OR 15% OF GAP ALLOWED MOAEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MUUON/AMB WITH REMFORCED t UNREINFORCEO FRAMES. EXTERIOR FINISHES NOT BY, ECO WINDOW M. 0,.1 , 0 \• . METAL STRUCTURES R�o • • • 1,AMBS •Y•• ••* R[00. ,/4'MA.***0W mt�v3_�•�I �••• ••f •• •I }.�G • S8ICONE SHIM SPACE• • • • • • • • F4,.. q• I • DOwSA 790 • r • • 44 DEPTH 1/4• WN. 0006 • • • • » `i ¢ • • • MI"GtrAP0:69:f• •• • Aj •• SEE CHART • • BELOW •• •• •• • _ ••• P_2 Eli s• •••••• • ai .0. 0. e..�. • • • f • f \�1F\�1111«\ • � • • • Nryti�f • B _ �r • P.'.:.LUCT f.::I•S:� S � E • * •: ,may • Hc. � s I �i • rr:r :r-,iar,arl.l, jI k I.•,,,_ „115 TAppLi Etr 24.2015 BTAr 1(F drawing no. ITy moi:;;>- , s••.!toR�w•�.µ'C��C/ W09-42 Mlnmi Daae PmAlct CaeOnl ALi 0� C 0lgr� oo� iRAME WIDTR N Ir vi e U 4 z IS i N� D.L. OPG. 3 t n S � Oon I ( F.XTF.RIOR • f —3 §.3Z�-• 0000•• $ oo � J 1�.___ I • • • • f 'Ji W • •• • •••• • 6 EXTERIOR • • r D.L. OPC__. b 000:6 0 0000 i • 0000•• • __ _ __ FRAME_ WIDiH • • 0000 0000 - • •••f 0004 ig • foi • ov 11 nrr y • Qc _ l • 0: 70V2 & !y� drowinq no. � Ry C/�7 IkIOR1D1•" �� ;••...... � W09-42 .. ....l E "YEDGE DIST. irPICK ANCHORS v VIWO BUCKS .. y SEE sp ry FOR SPACING .' 28 Rig`s NM DDWsi 7WJ/ R_ IYP. Fal N � ,G#t �i ✓"i IIII I IIII � w n I' REINFORCINGAS REW SEEFOR SS 3& 4 H fA W ' i WOX -__.ii _-ci ice�330 _________ ___________________-3n� ^+�N � A p i _ �L coceoca ccs c------- ---= • • 0. W ---------------- Y EGO WINDOW SYSTEMS • • I �'" t a MWAI-D/ COUNtt AP 0�5 • • • • j5 !'• SEE SEPA"TE NM f01T EXTEWINDOW PAPNG AND DETA • ftil7R `OO yI 7 • • • 10 • • • • Q �q G G u, �____D.L OPG.__ �' • • • • • • • • � >;' C • • • • • ` : g g d 1 g„ W. • •••••• TAApunuTi,� rr.00�rr¢raE�u> • y� '-:i�.!_t'I,�;.� � {�. i' : � - I c Ilse' • N i��c�� •• /!•� •� = g Y e SOI �.aa•. 5a o3 1r G/ •� on �24,g_�iB lc IL \'' SU ,�• • Growing no. Ram: W09-42' -y=2- gip.... PIAL.��o. , l�—� • • • • • • SEE SHEETS 6 k OR CAPACITY �(O 1/4-20 M 2' YS AT 6' FROM ENDS 11 AND 17' O.C. vA_ --_-____----y u MMMT -O ISS tMCO'PT,�" APPROVED U )1 I I p RGE MISSILE Iuf'ACT RESISTANT TRANSOM X' - ------------4 OL ---------------' F.XTFRI OR I -------------------------- MIAMI-RADE CWNTY APPROVED j URGE MISSILE IMPACT RESISTANT DOORi 1 ------------------------- 5 F,XTFI?IOR SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS LOWER VALVES FROM DOORS NOA OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. • •• • • • • • • • • • . rROnU--ERj! 6S -w • Dw.iy^; l;ul• • 4 r Ar+m.,Dl M.ami +ai�u, Pro�yL;�A�I �v �a g 0 ^A 0�. zYV � A a� C LLs� R Q6'�m�L 5.000- 5000 .,66 r19B T— -11750I 1.]SO 2.625 L _1 L. .675 . f 25 J .125 YP, TIP. O O FRAME HEAD/SILL/JAMB/MULLION ALT. FRAME HEAD/SILL/JAMS/MULLIO 3.716--' 1 LI 57 453 Z T.673 .094 T`P P. 2 7A SNAP IN MATE 2A ALT. SNAP IN MATE 6BB .050 _1 TYP. 1.061 .675 06'�— 969 7 r 1 TTP. ,. .831 - 1.43x s- l' J GLAZING BEAD 1 • / FRAME INSERT REM NO. PART NUMBER QUANT]" DESCRIPNON WTEWLL MANF./SUPPIJER/REMARXS 1 UW -m, AS REOD. FRAME NEAR/SAL/JAMB/MULUON 6063-T6 - IA 2 LRM -407 lN'-102 AS REGO. ALT, FRAME HEAD/SU,/JAMS/MULUON AS RC00. Sf1AP-M NATE 6067-T6 6067-T6 - ?w UW -402 AS REGO. ALT. SNAP -W MATE 6063-T6 - 3 11W-404 AS REOD. GLAZING BEAD 6067-T6 - 4 DW -406 AS RE00. FRAME INSERT 6063-T6 - 5 UW -403 AS REGO. SHEAR CUP. 3-3/4' LONG AT JAMB ANCNORS 6063-T6 - 5A UW -IM AS REGO. SHEAR CUP, FULL LENGTH 6067-T_6 - 56 6 lM'-403 UW -408 _ ASREOD. SHEAR CUP_LENGTH VAICS TO COVER ANCHOR SPACINGS AS REGO. STIFFENER MSERT SOW -T6 60W -T6 - - 6A - AS REDO. STIFFENER BIR GALV, STEEL 7 tRY-406 1-1/1' _ AS RII (GLAZING GASKET 4/ CORNER FRAME ASSEMBLY SCREWS NEOPRENE ------ OUROMETER 55t5 SHORE A PH SMS LRE SETTING BLOCKS AT 1/4 POINTS (3/16_X 1/2- X 2- LONG) EPDM DUNOMETER 50E5 SHORE A 10 Ii - VW -40] AS RE00. GV55 SPACER AS RE00. DOOR MULl10N SR1CO f 6067-T6 FRANK LOWE - 12 Eat]-- AS RE00, DOOR MULION INSERT 6063 -IB - ,3 UW -411 AS REOO, SCORNER MULUC. 6063-T6 7.736 — 09a E 576 ,W s sA 58 SHEAR CLIP _ I r,.., I .375 r —T 1.SSI ]35 4.5344 / 5.000 x.535 .-,,24 25 �51 .626 1 -9 .,96 .250 °J STIFFENER INSERT \°AJ STIFFENER EAR R DOOR MULLION RDOOR MULLION STIFFENER CORNER MULLION $EALANT1; ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. •••••• •••• • • • • • • • \\\11f 111111 • • • ``SHAD -AH PiODUCEft[R'!•°LT) • � j / �� •l F BAAr�,yl.iRg NIE Ily: / r11 i>;•ilrc,�,I nrs1� �( ., aTAry+L24, try /j. Rom N.�•O j �4SjS/OVAL wm9 n W09-42 •• Fi o q� G 0 Rn • 8 *x Q �X ppF FRAME TOP CORNER $ / O Sn / / 8 Z w4 3 _ 3i U,r�iw 1 HORIZONTAL CORNER • • • •Iq 0000 ..•• Ire 000000 ` •.. •'� PROP.?ffTR#VISflD . ^. k* 70502 3 'ylei :,� L'p'va0ca llum — aT�Ty.24'1 Crowing no. FRAME BOTTOM CORNER >1�P�� \$��OA071;��j'/ MIAMNDIADE MIAMI -RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 fldW br logo' cii'y, state,' model/series, and following statement: "Miami -Dade County Product Control App*off d", unless otherwisF• • • • noted herein. • •..• •.r• ••.•• RENEWAL of this NOA shall be considered after a renewal application has beer►•i:led-and t4ete.h#s beer•.••• no change in the applicable building code negatively affecting the performance of thts abduct. TERMINATION of this NOA will occur after the expiration date or if there has Feert q revisin oz changg . . • ; • in the materials, use, and/or manufacture of the product or process. Misuse of this:NOA as anWSdo'r';emerA of any product, for sales, advertising or any other purposes shall automatically terin*AW this NOAr Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 96%69 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 renews NOA# 17-1102.20 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. 18-1220.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, 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 installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, 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. (Submitted under NOA#09-0413.08) 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 installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Gandido F. Font, P.E. • • 0.0 • (Submitted under NDA#09-0413.08) • • "• •' ' 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.0 • : • • • `" • • • • • 2) Uniform Static Air Pressure Test, Loading pCr J3C, TAS 4294 : • •" 3) Water Resistance Test, per FBC, TAS 202-1)4 ' • 0000 • • • • • along with installation diagram of a 48 1/4" wide x 96 3/8" high J�M-Guard Series 300"' • • aluminum circular arch top fixed window, prepared by Hurricane *9ngineering0& • • • • • Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/0F steed atui sealed by....:. Candido F. Font, P.E. :00000 (Submitted under NOA#09-0413.08) • • • • • • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 0000 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel P ez, .E. Product Control Exa finer NOA No. 1 20.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONT]INUED) 5. 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0413.08) 6. 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 installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 • 9 0000.. D. E. QUALITY ASSURANCE • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resour'c*e%:FER) 00 00 0000. 0000 0000 MTERI ' 00,00. 0000.. 0000.. A AL CERTIFICATIONS 0000 0000 .0900 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Orgr�etIca, �r0.0 for their " • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" trat ed 01 /19/191 expiring on 07/08/19. • 0000.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ametica, ife.'%r their • "SentryGlas® (Clear and White) Glass Interlayers" dated• 06/15/15„ egiring 01n • 07/04/18. 0000 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel Pef z, E. V - Product Control Exam' er NOA No. 14- 0.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RSR). • • • : • E. MATERIAL CERTIFICATIONS ... •• • • • • • • • •' ....:. 1. Notice of Acceptance No. 17-1114.14 issued to Kurara Ame'rfea Inc. for their• • "Trosifol® Ult aclear, Clear and Color PVB Glass In erlajjjJ3 dated 01718/ 18' • • expiring on 07/08/19. .. • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, I46*,f6f theiZ...�� "SentryGlas® (Clear and White) Glass Interlayers" date&12728/17, expiring on •' 07/04/23. ••••�• F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.20, issued to Eco Window Systems, LLC for their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18 and expiring on 06/17/19. Manuel Perez/P.' Product Control Exa(min r NOA No. 18-1 .06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-3 —I.aoe z.eee WINDOW wntH Dex� opI 'r00 FALSE YUNIMS (SURFACE AINELL OPG. � Z CP>7CFLIL e RI z 7BF OKAL Q I 45Q AQp V 2 //�� 0'/ FLUSH FRAME ADAPTER I LLA is L-F---2.). V 0 FRAME HEAD/SILL/JAMB g� .750 • ffi II .SII] N I .OW -- - O GLAZING BEAD !I II q 1.070 �� ii i� I • i 4X W S •• • •• • Iii O ANCHOR COVER • 0 �� „ ECO-GUARD SERIES-300 5_M - ' (• • • • - • • • i ?r E WAD/SILL 4HiAD-, • 3' Z p ALUMINUM FD��N 1gjI1�4QW ��}}yy tf DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CORNERS 00000 • • • W a IT CHNTTS SHOWN ON SHEETS 2. TYPICAL E11iYMi(NN • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • • • • • • COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER • • • • • • • • • I WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING • • • • �� • MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. Gl ecc O DIM< • • • • 0• • • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. D.L.O. HEIGHT WIDCT* MfTHo- T 5j5' • Y R Blm D.LO. WIDTH IMNDO• W10TF1•- ;p25' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • m& yg g • REOUREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INClUOING HIGH VELOCITY HURRICANE ZONE (HVHZ). .tU01tT RFNAM• • • • • • • .....I.an� was 1>e 1�1eAR• • • • •I IBV OR 28Y W000 BUCKS k BUCK FASTENERS BY OTHERS, MUST DE DESIGNED AND INSTALLED ADEOVAIELV TOTO TRANSFER APPLIED PRODUCT LOWSse , )Q po • _m • TO THE BUILDING STRUCTURE. a : • • • o R I! ANCHORS SKILL BE CORROSION REMTANT, SPACED AS SHOWN ON DETAILS .��r m MIO INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE e�.� GNEL1lXf.J • • • • E F' m u e MATERIAL SHALL BE BE" OND WALL DRESSING OR STUCCO, I 1117111!!/FIM F, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS WTO WOOD ONLY. ♦ yJ A..y•:!y�� S T ALL SHIMS TO BE NIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. THESE IND ARE RATED FOR URGE 8 SMALL MISSILE IMPACT, �` 7•' '•�M':� y L R "TER W3 INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SHUTTERS ARE NOT REOWRED. n ODU(.'I'REVI.SED COME INTO CONTACT' MTH OTHER DISSIMMR MATERIALS SWILL MEET 111E L'ak REWCDk REMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. A«rpmNA%jL 02. Z0 I •*_ a 9 ilit5 PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION EeP^mIu. DAm" FOR A SITE SPECIFIC PROJECT, i. LIFE SAFETY OF THIS PRODUCT, ADEOWCY �� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR BY �L' OF droving no. WATER INFILTRATION RESISTANCE FTC. MimniOehR.dA�(c:vN .pP �ttt""" wO9—ZO CON ONS NOT SHOMN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ' AL AM AM TO BE REVIEWED BY BUILDING OFFICIAL MMM N n1111 ` sheet oT 3/16- NTN. ClAsa 3/16' NEAT STREN-0. CUSS 090' In19Hc 090' M[9rfyar Tr9 N Pr8 S6n{rA. By 'Kur9ray Am6rk9, bK.' By 'K -y A -x . M6.' 3/15' ANN. LASS 3/16' NEAT STREN'D. CUSS oSXXVME ow e9a NE ING e9c GE SCS 2000 � � GE SGS 2000 Is ' b <�, • o s ' ' S AT 1/A POINTS AT 1/A POINTS 6 ON LUES WIDER 6 ON LHES WIDER THAN 36. ONLY THAN 36' ONLY #6 X 1-1/1' SMS �B X 1-1/4' SNS AT 3-1/2' FROM ENDS AT 3_1/2- rm ELAS AND 10' OC YA%. AND10,O.C. NNL CU95 nTE 'E' fr(�$ TYPE 'D' CLA71NG OP7(ONS gwoow wlmH Mlnoow WWTN w. '�"� - -� I 9$ I I I 6 ; I i- 1,01 L- -- 1- WINDOW ,DT WND MDiH wl+'I�.+YIOTM y -y I OL-� r" --"j wi,_.tAOW WIDTH ""DowWIDTH STN ( I �r l Ir , r - - - - - �j i IV r --I{ tFs�•.A2'100- l- \\11 L . J N1pWABlE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMLAR CAN BE VERIFIED BT INSCRIBNG PICTURE WINDOW SHAPE WITHIN SOMARE OR RECTANGLE AS SHOWN N DOTTED ONES AND DETAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSI DESIGN WAD CAPACITY - PSP wv Z ^ OeF r b r g � a g $ ng . o 4y •. ~ a • O m J 3 z a 888 w��•. w[NDOw DO18. GLASS ]276 'C GLASS TYPE V DEMO.. Dw. GLASS TYPE 'C GLASS -Z A' WWTH (W) LEMON (1) EXT.(+) I1Ni.(-) -(1) j 1M.(- WORN (W) LENGTH (L) EXT.(+) INS.(-) M.(1) I IW.(-) ZA' b' 36' A2• Ag' 5A• 60' 66' 72' yb. 75.0 60.0 BD.O 90.0 26-1/2- 37' 53-1/a• 74' 76' 75.0 80.0 60.0 90A 75.0 80.0 gD0 90.0 ]5.0 80A 60,0 90.0 15.0 80.0 no 90A 75.0 60.0 6D.0 90.0 75.0 80.0 solo v0.o 75.0 ao.o e0.0 90.0 75.0 solo 800 90.o 26-+/2' 37' 1 53-+/8' 744 M-3/8 75.0 80.0 solo 90o 75.0 50.0 b.o 90.0 15.0_ so.0 -60.0 90.0 25 75.0 80.0 80.0 75o no No 90.0 75.0 eoo no 90.0 73.0 goo eoo 7s.o ao.o eD.o NO 2e-+/2' n• 53-1/B' ]a' 50-5/6' 73.0 no solo 90.o 2A• b' SB' A6' 51' 60' �- 72- 75.0 w.o 80.0 no 75.o 'DoeO.o ]50 60.0 BOD 80.0 ]i.] 76.0 g0.0 90.0 75.o BO.O B0A 90.0_ 750 80.0 no 900 71.3 711 80.0 90.0 20-1/2-75.0 37- 53-1/11• 63' 80.0 80.0 no 75-0 00.0 80.0 90.0 75.0 80.0 80.0 9oz 750 No goo DOA 670 72.5 80.0 I 90.0 75.0 80.0 BOA DOD 26-1/2' T' 53-1/8- 76' 75.0 80.0 80.0 90.0 78.0 80.0 80.0 90.0 75.0 no no 90.0__ $0.0 60.0 75In. 67.9 69.9 SOA no 24- 30' 36' 12' y' 54' 60' n• b. 75$0.0 no • • r-�• • • • • • • • .S, • • • • • • •' • s� %?'••• •LL •••• • • • • �; • • • • WIDTH AND Cy1py[f�Ipp�5�CIN BE ORIENTED VIXICALLY ORNORRORrR ri AT HSHOWN An, • • • • • • • -T r•c;'-�1"• • • • • • • ••• ;�•n. lA•1 d.�� • • • � • • • , � , �� ^ ,•.,7r • : • • • • NOTE: • 0•••i GLASS CAPACITIES ON THIS S4EET AR BASED ON ASTM E1300-09 (3 SEC. '•I. Y1+ +11:1 Iff/fr' Et:YtS-.D axn4rUd wiv. me fleri8al i} ::} • {t ` nm!mA9coe. Q• n mu aroI ExpvWnn D®e r,2 y0aj!L �� 7E OF 7=2rJ`� ON1W,•: '_Iy\ ar_S.-Fp�Y2_Z/7Wp , 1Q/p �i" Afi nee. Pn FK+irnovf 7ff11 NAL+11111 �` 75DOD I Soo 7560.0 90.0 ]5Soo 90.0 75a0A Po.0 "60.0 90.0 80.90.0Ohr 60.,80.0 D0.0 60.2 all solo 9o.D 21 12' 18 s•' 10' 72- 73.0 no ao.o no 75.0 -0 eo.0 NO 75.0 80.0 no 90.0 75.0 solo wo 9o.0 750 76.6 solo no h ��IB ��I�'� o gg Iel� R � _ A :.ale S'o nlu!e IR R �: 'I ,' 68.e 711__ m.o 9D.o 80.2 61,2 80.0 90.0 a' b' 3e Aa 5A' 75.0go.o XT4 _90.0 75.0 80.0 80.0 90.0 ]s.o solo solo 90.0 noJu�� e56 es.6 solo 90.0 61.3 00.0 90.0 2P b- A2' {8• a' 75.J 75.0 80.0 110.0 90.0750 eoo eo.o no 75o I ]61 solo 90.0 . -i 69.6 w o 90.0 59.9 80.0 g Y t 24 b' 3671.5 NO no 75o 80.0 solo 90.0 73.0 e3.0 solo 90.0 71.5 60.0 90.0 61.3 6+.4 000 90.0PRODUCT 2C b' 36' tzo• 7s.o solo 60.0 9D.0 7s.o ao.0 solo 9o.D drowing no. W09-20 7Ab 71.5 80.0 90.0 ---t of 5 SLY O TY ANCHORS /-SEE ELEV. FOR SP10NB YEtX TYW.AL AN01ORS STRI,=RE SEE ETEV. FOR SPAOM ma DBI MNAN-pAOE NUIRY wmwED WI(JION ! MLUM ANCHORS SEE SEPARATE NOA EDGE 05i. I TrtK11 ANCHORS_ XE EUV FOR svxwc SEE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. '-`H' '�' SEE DEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM L4' DIA ULTRACON BY *"Co'(F..177 M. Fy.,ss .9) 3 gg AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) J S J $ THRU /BY BUCKS INTO CONC. OR BLOCKS lA 1-1/4' MIN, EMBED INTO CONCRETE (HEAD/SILL/J!�A BS) P( 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) • • • DIRECTLY INTO CONCRETE ER BLOCIAi w • 1-1/4' MIN. EMBED INTOICONCRPTE MEAD/SILL/JAMBS) }Cit ( Vl 1-1/4' MIN. EMBED INTO A&S (ABS) • • • � 3 �14 SMB OR SE1F DRB lI•(iSKRINC fGRIDE 2 CRS • • • IMO MIAMI -DARE COUNTY APPROVED MULLIONS? r ,� pJ J, SI OR•••••• • 30: ,p INTO METAL STRUCTURES (HEAD/SR..L/JAM3S) ry ii} (3) THREADS MIN. PENETRIA. •FMOND SUBSTRATE• • • 4 ALUMINUM: //8' THK. A. (6083 -Tl MRJ.) • STEEL.1/8' THK. MIN. (Fye" ASI MIN.) • • • (STEEL IN CONT C WTM ALUMNOY TO BE P(ATED M PAINFED) IYPKAl EDGE DISTANCE • • • • INTO CONCRETE AND MA**Y • 0-1/2' MIN. • • • y > F, '�F INTO WOOD STRUCTURE . I' MIN. INTO METAL STRUCTURE t'�•:A�,I: • 'W# C E MIN. WOOD AT HEAD, SILL OR JIBS SO %V CONCRETE AT HEAD. SU OR JAMBS 3000 PSI S.. • 1-yy Z:�i u C -BO HOLLOW/FUM BLOT( AT JAMS I'm . 2000 7004• • SEALANT: • • • • • • B P s ; ? ^-. • i = $I{• ALL JOINTS AND FRAME CONNECTIONS SEALED WffH • • : JOINT SEALER. • • • • 8�' s 6 A�+'� ` 11 NIIIIE (1011 I I '1I <1 �.....rnv ... ✓NT E EU ANDNoas ...' / )is Isla 06 n F,e, roA1•u * . * d I ' ,EE ttEY. , J .• +)tMt, 17�k24E Pemn,I�n.N FOR SPACmG 1YP 1TK IM/1 ANONORS y /� GjlL1 /EOJ9 iATe of �(y afO.iny rw. .DOD Bud( W "—SEE DEv. yL{{.Gtl.�..i 8, Br FDR SPACING EDGE dST. EDGE �f^ hutrx, Comiol� 44•- (/ \1 1". 101��` sheet Sol 5 0L5CRIPTIDN EWME 1iF/iD/SI CLAZM KwI NVCNCR COIER m cy +� J J � NITER CORNERS �� R • ........ a m:..;.I.•inY w, y rhe FTu� — �b_cer.a� �+«�=�+o�f•uot zo f� ,xa c•..o6lrz�mry ` Tea ••': q �S�OWAi. • to w • Z � • z O •••••• • • yy ,ayy MA • • • I� YiC � � SEE FOR SPKY: • • • • • • • • • Y CqggaS q — • • • I YQi1�331 . ••••• NErsmu�cruRc• • • • • • I}I � • � 1 • • • • lP Gg � ........ a m:..;.I.•inY w, y rhe FTu� — �b_cer.a� �+«�=�+o�f•uot zo f� ,xa c•..o6lrz�mry ` Tea ••': q �S�OWAi. METAL iYP1CK ANMORS V 8 SIFRICMIE SEE f11V. .DR SPMING �� Q TYWN ANDIORS I , -D.DE COUNTY APPROVED �. SEE ELEV. FOR SPACING MULLION k WDLL 1 ANCHORS = e % • SEE SEPARATE NM 0 EOcE DO_ ECOE am � �e ALT. T1V FOR ASPACM� a'" R SEE Ele/. FOR SPMINO �a O c OC Y Nip •••••• •••• �aOLL SLAWS ALT. ***see • ;Z g �y ••• •004 Oa 7� 0000 0004— Vo:•••• • • • • • C C • 1 py R E T191f/F ANCHORS .• : • • • •: • p I� SEE ELEV. FO• • • Y R SPACRIG }} mMtK=T'R�IQME� • • • • • up4ng kk MrMw1Y • 6 n. • X240 • • • .Y KIN Kr. lrxltre.nt • • • • II \ yl ``TUU\1r 11111 I 9 s - da LYSTALL TIT DETAI4S Mn ELVSH_FRAMEADAPTER IPJ 4p'' n fNRMrcT REVISED 1 ` w�N rAe Elmid. � d �, o . • It F.pN.':b'o//��I�ouilJFnV9 •• R TMPICK ANCIIDRS N• �.rTrJj�Q,y_ OF d.owinq no. I EDCE DWT EEE ECFV. NR SPANK AfnmiDa6�k;acaWnv-1 /�� 0151D�•.'_ry� W09-20 �•,%I'IAfE'�1Lk .n.et sor 5 MIAMMDiADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 200" Aluminum Horizontal Rolling Window — L.M.I 0 • APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series-200:k1UJ11..Hori2;. Wiling 6690:6 . Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, pfeparedbyAJ- • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Daae U unty P?e&fct 666900 6.6l�.6 Control Renewal stamp with the Notice of Acceptance number and expiration date bx Miam Dad : : 0 County Product Control Section. 000900 6666 6666. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 00:00: 0'' 0' 0 "' 9 LABELING: Each unit shall bear a permanent label with the manufacture .. 6.r's rl:g .. 666 or logo, city*, state,666. model/series, and following statement: "Miami -Dade County Product Control Aporovtj, unless otherwise noted herein.• • • • • • 6666.. .'. RENEWAL of this NOA shall be considered after a renewal application has been'Med•and tljer;•his bee; 666 no change in the applicable building code negatively affecting the performance of this product. "" TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 j Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA #14-0317. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading pgr FJ3C TAS7621*94 3) Water Resistance Test, per FBC, TAS 202-94" . • • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TA �0;f;-P4 • along with marked -up drawings and installation diagram of a XOXaluminuo• horizontal sliding window, prepared by Hurricane Engineering •&•"Felting, ble".Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed IV C ndidoF•f.ont, P.E. .... .. . (Submitted under NOA#09-0312.08) • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 241-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 • • • • along with marked -up drawings and installation diagram of a XOX alumint iV horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Pre P.E. Product Contro Ex iner NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. 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 XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-22288, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS ;K-94 :""' ...... along with marked -up drawings and installation diagram of a XOX aiuminjim • • •' horizontal sliding window, prepared by Hurricane Engineering..* esting, IAV,'Test • • • • • • Report No. HETI-08-2229, dated 01/15/09, signed and sealed by.Candido g,,tpnt, •••• P.E. .... .... ..... (Submitted under NOA#09-0312.08) so:*** 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 26 1-14 66 ' " • • • • • • 2) Cyclic Wind Pressure Loading per FBC, Tj9 20j* -94 along with marked -up drawings and installation diagram of a XOXalumirAw • • horizontal sliding window, prepared by Hurricane Engineering & Testing,.•h.a,- Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candid6?!Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Per .E. Product Control F(xam. er NOA No. 18 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/08/15, complying with FBC 61h Edition (2017), dated 10/12/17 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (N4), vritfi•kC 61..... Edition (2017), and of no financial interest, dated October 12 2b 17, prepMtt by Al- •, Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • ; • • • .... ...... G. OTHER ' •••• •••• ••••• 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window SYIffts, LLL fMtheir • • • • • Series "Eco -Guard 200" Aluminum Horizontal Rolling WindoX ):.y.I.", approved * on 09/03/15 and expiring on 05/27/19. • • Manuel Per , P. . Product Control E aurin r NOA No. 18- .07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Igc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17,:d9pi6ng off...... 07/04/23. •. 0 • 6000 00 • 666600 6666 6666.. F. STATEMENTS • • • • 0 • 6666 6666.. 6666 2. None.• 6666 6666 6666. 00:06: so****6666. G. OTHERS 0. 6 • • • • • • 6... 66 • 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Fys;e6m6s, LLC for their • Series "Eco -Guard 200" Aluminum Horizontal Rolling Window -1~.M.1."; up lived ; • on 01/11/18 and expiring on 05/27/19. .. 66 •••••• 069* Manuel Perezf .E. Product Control Examiner NOA No. 18-12 7 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-4 5 1 2- MAX. 4' 5 1 3 1 Z" MVt. MAD/SRL N CORNERS y^�I_\ n $ FCORNERS 4 I I� D II II I � •O I "" MLWRNS / FALSE MVNDNS � (SURFKL APPUEO) 31 1/4' I 32 J/4' (SURFACE APPLIED)NS MAY BE USED Dl OPG. 0.L OPO. MAY BE VSED O.L 35 3/6' I 36 JIMESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT, SHUTTERS ARE NOT REGUIRCD. 1W WINDOW MOTH CORNERS` 1/6' HEAT STREWD. GLASS I/6' HEAT STREWD. GLASS .T090'an� .O90q'HPY4r 'KNNrq AmPrioP. Nc. BY 'Kurvrey AlnPrkP. Mc.' 1/6' HEAT S -EMD. CLASS ANCHORS SHN.L BE CORROSION RESISTAT, SRNRD AS SHOWN ON R IS • AND INSTALLED PER MANUF'S INMUCOONS. SPECIFIED EMBEDMENT TO BASE \� 1/6' HEAT STFiEWD. GLASS 1/8' HEAT SIREWD. GLASS ^ SILICONE SNCONE IM1 OF SCS 2� 699 p OGW� 2� 699 P LOF C 4 . ALL SHIMS TO BE MGH MPACR, NON9L2TALLlt ANONON-LONPRO518lE. • �1/0" HEAT SIREWO. GLASS MATEMA S MCLUOING BUT NOT LAIREp -0 SIEEUnk SCREWS On" • • • 3E rtY 1 COME INTO CONTACT WI- 0 -EA MILAN MA ILIACS SHALL Mie THE a ' MOEL SPACEREOIRREMENTS OF THC 2014/2017 IOROA OLDO ODE 6: ADO STANDARDS, STEEL THIS PRODUCT APPROVAL IS GENERIC A•I§CES NO PROVIDE (22 a � m ! to /D 1W WINDOW MOTH CORNERS` ((Z) ANCHORS AT M110. SIRE ENDS TYP. (4) ANCHORS REM. FOR SEES AND LOADS LARKED WTHI '•' ON SHEET 2 ONLY F IFF Y DESIGNED PRWI%•OAO� AND INSTALLED ADEIXMT.*# f 5/16" NR SPACE TO -E 6URDING STRUCTURE. • • • i I g`� 1/6' HEAT S -EMD. CLASS ANCHORS SHN.L BE CORROSION RESISTAT, SRNRD AS SHOWN ON R IS • AND INSTALLED PER MANUF'S INMUCOONS. SPECIFIED EMBEDMENT TO BASE ^ pq0• Nterbyer MATERIAL SHALL BE BEYOND WALL DI•S•Ay W# -WW • —Traifa PVB Yq B R A LOAD DURATION INCREASE IS usED•N DEsNM CI•ANCIIORs INTO MOW ONLY, By 'Kunroy Anrorke, hc.' 4 . ALL SHIMS TO BE MGH MPACR, NON9L2TALLlt ANONON-LONPRO518lE. • �1/0" HEAT SIREWO. GLASS MATEMA S MCLUOING BUT NOT LAIREp -0 SIEEUnk SCREWS On" • • • 3E rtY 1 COME INTO CONTACT WI- 0 -EA MILAN MA ILIACS SHALL Mie THE • ' MOEL SPACEREOIRREMENTS OF THC 2014/2017 IOROA OLDO ODE 6: ADO STANDARDS, STEEL THIS PRODUCT APPROVAL IS GENERIC A•I§CES NO PROVIDE 32 3/4• DL OPG I EGQ-GUARD URiSS_20 ALSUfINUM HORIZgI..'TAL ROLLING IYINDOW • • • • • • • DESIGN LOAD RATINGS FOR THESELLMNDOWS •0 BE AS PER* � y to g � r CHARTS SHOWN ON SHEETS 2. • • i g, S G •i APPROVAL APPLIES TO SINGLE UNITS SIDE SIDE 00** COMBINATIONS OF H.R./H.R. OR �Q� RQWNG WffH aTHER • ! p Sn n WINDMIAMIOW MES IN MODULES OF AT({W�Of-J0 E�YINDOWS USINe • • p m LOWER DESIGN PRESSUREOVED FROM IMPM N LLLII� APPROVAL • ; i TO OUALIFY FOR SMALL MISSILE IMPACT RATING MLL APPLY TO ENTIRE SYSTEM. S PRODUCT HAS BEEN DMONED 0 TESTED•70MMUPLY MM • • • EXTERIOR PLY OF CLASS TYPE 'C' MUST BE TEMPERED. THIS A• REOIMEMEMTS OF THE 2014 (SIH EEppTTK1�yI) yT]� (6'M MrT*N) RLpA BUILDINGCODE INHIGH KLOCII1�WRiFIQHE ZONE (HVHZ). • • • • 1/6' HEAT STREN'D. GLASS 18Y OR 28Y WOW BVCKS k BUCK �N! -CRS, MUST B[[ WMPMFD U �� y W °D F DESIGNED PRWI%•OAO� AND INSTALLED ADEIXMT.*# f 5/16" NR SPACE TO -E 6URDING STRUCTURE. • • • 1/6' HEAT S -EMD. CLASS ANCHORS SHN.L BE CORROSION RESISTAT, SRNRD AS SHOWN ON R IS • AND INSTALLED PER MANUF'S INMUCOONS. SPECIFIED EMBEDMENT TO BASE ^ pq0• Nterbyer MATERIAL SHALL BE BEYOND WALL DI•S•Ay W# -WW • —Traifa PVB Yq B R A LOAD DURATION INCREASE IS usED•N DEsNM CI•ANCIIORs INTO MOW ONLY, By 'Kunroy Anrorke, hc.' `I . ALL SHIMS TO BE MGH MPACR, NON9L2TALLlt ANONON-LONPRO518lE. • �1/0" HEAT SIREWO. GLASS MATEMA S MCLUOING BUT NOT LAIREp -0 SIEEUnk SCREWS On" • • • 3E rtY 1 COME INTO CONTACT WI- 0 -EA MILAN MA ILIACS SHALL Mie THE • ' MOEL SPACEREOIRREMENTS OF THC 2014/2017 IOROA OLDO ODE 6: ADO STANDARDS, STEEL THIS PRODUCT APPROVAL IS GENERIC A•I§CES NO PROVIDE 9 AT 1/1 POINTS ON UTES 29 AT 1/4 POINTS ON LITFS WIDER THAN 36' ONLY WIDOI THAN 36' 1/4 POINTS ONLY 9 ALL /4E5 GUSS TYPE 'A' GLASS TYPE -IL GLASS TIT NC' GLAZING OPTIONS FOR A SILL SPECIFIC PROTECT. Le. LIFE SAFETY OF THIS q, 01' S1RUCI1RiE RECENANG THIS PRODUCT AND SFAlI1G MOUND ENI FOR • a ,`�'.: e WATER INFILTRATION RESSIANCE ETC. • • • • COW S NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO ER REVIEWED BY BUILDING OFFICIAL , 11:1 II NINYA V y n,1;P: rT W: �Mr. Mu 49 SETINGBLWRS L (), f AOIt ^NP 17•IIOYN _ - IAY. GLASS MD /GLASS ( EzgrHeHN LlNH PS fit MIA OF . G� Croeinq nP. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ! BY �- •' W09-12 Mum�FWepl„hxx �m. �YAI �rn(A�. ILII 11 �````Y sheet 1 of 7 A - NO. OF ANCHORS PER HEAD 11: SILL () - No. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTC. STILE ENDS -q LEFT AND RIGHT VENTS TO BE OF EQUAL CLASS DLO WIDTHS •x0 OR OX' DESIGN IAAD CAPACITY - PSF (10, OX OR XX SIZES) WINDOW DIMS.A wE01N HEIGHTFIE.(+) 1/0 aED1F. RRB REENY. GIA% TYPE GUSS TYPE CLASS TYPE 'e df1.(-) IXT.(r) 011.(-) FXT.(+) INT.(-) 2h1/2' 1. 93-1/9' 740 266 (3) 4 4 a 70.0 70.0 70.0 90.0 00.0 90.0 SOLO 80.0 90.0 PoA 90.0 DO ]0.0 70.0 70.0 80.0 W.0 90.0 8 m.O W.0 50.0 90.0 TOC 80.0 26-1/2' 37' 33-+/S' 74' 35-3/8• (4) 4 a 70.0 70.0 80.0 90.0 80.0 WA 90.0 90.0 70.0 70.0 90.0 90.0 6 1 7D.0 80.0 60.0 W 0 ]0.0 a m.0 60.0 W.0 Po.0 700 60.0 W.0 25-1/Y 37' W-1/8' 74' 50-3/8 (s) 4 70.0 90.0 W.0 90.0 70.0 60.o 4 70.0 BC.0 80.0 90.0 10.0 90.0 a 70.0 W.0 W.0 Po.D 70.0 90.0 a 70.0 800 80.0 90.0 7D.0 90.0 26-1/211 J]' M-1/5• 7a' 636 (6) 4 m.0 80.0 50.0 mo 70.0 80.0 4 ea.9 773 50.0 90.0 70.0 60.0 a 70.0 7C.0 50.0 90.0 70.0 W.0 9 70.0 70.0 BOA 50.4 m.0 8041 24' 35• 40' so• 72' IJ) 4 700 90.0 90.0 90.0 70.0 9041 4 70.0 80.0 50.0 90.0 70.0 80.0 6 70.0 90.0 80.0 90O 70.0 50.0 6 70.0 9o.0 e20 WA Tao 60.0 a 700 50.0 80.0 90.0 7D.0 80.0 246 36• s8' We 720 (4) 4 70.0 80.0 S0.0 90.0 ]D.0 W.0 4 70.0 60.0 60.0 90.0 70.0 60.0 6 mo WA W.0 900 700 WO 6 70.0 80.0 $0.0 90.0 TOO W.0 8 70.0 804 W.0 W. m.0 80.0 24' 76' b' W (5) 4 4 70.0 70.0 WA so.G 60.0 600 90.0 9041 70.0 70.0 80.0 BOX 6 70.0 1 110.0 W.0 00.0 70.0 8G0 6 70.0 W.0 W.o 90.0 70.0 W.0 70.0W0W.0 Po.0 m0 W.0 [24." 80.0 t 70.0 W.0 W.0 Po.0 m.0 W.00 WA 800 p0.0 700 Tao 9a0 70.0 50.070.0 W.070.0 70.0 1100 90.0 70.0 9 70.0 70.o W.0 61.6 m0 W.0 WA A - NO. OF ANCHORS PER HEAD 11: SILL () - No. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTC. STILE ENDS -q LEFT AND RIGHT VENTS TO BE OF EQUAL CLASS DLO WIDTHS •x0 OR OX' 50g� N OqG� DESIGN LOAD CAPACITY - PSF (XOX SIZES) • 0 REM. WITH ERR REINF. CUM TYPL CLASS TYPE OWSB TYPE CIA98 TYPE CIA65 ME WINDOW ID w10TH N61011E A 1. 7' 'C E30T 9f F) EIT.(f)19(1.(-) 74-9 70.0 60.0 70.0 80.0 WA WA 70-0 80.0 106-1/46 M) . 70.0 80.0 80.o Po.0 70.0 -0 111• 60.0 12 7D.0 00.0 BOG PoA 70.0 BOO 7a• se -3/ 11' 9 70.0 604 800 90.0 70.0 800 loe-I/a• (4) 12 7a4 80.0 80.0 90.0 70.0 wA 111 • 74' 12 70.0 80.0 60.0 90.0 70.0 80.0 74 W-5/0' 9 70.0 Boo 80.0 90.0 70.0 80.0 108-1/: (5) 12 70.0 604 WA 90.0 70.0 80.0 111' 12 70.0 600 50.0 90.0 70.0 80.0 7i 60.0 9 70.0 70.0 90.0 90.0 700 80.0 108-1/i !) 12 70.0 70.0 80.0 528 70.0 WA 111' m.0 12 70.0 70.0 BOA 50.4 70.0 60.0 72' 9 70.0 SOLD 8041 90.0 70.0 900 04' 2411 9 70.0 80.0 80.0 90.0 70.0 Wo 98• (3) 12 70,0 50.0 80.0 90.0 mA 80.0 108' 12 70.0 50.0 _00.0 600 90.0 70.0 80.0 72" 0 9 70.0 800 WA 90.0 700 80.0 9 70.0 a .0 60.0 90.0 m.0 _8].0 84" 366 96' (4) 12 111.0 00.0 W.0 90.0 70.0 80.0 'or12 .0 70.0 W.0 60.0 90.0 70.0 Soo 72• 9 70.0 $0.0 50.0 90.0 70.0 80.0 6i b' 0 70.0 80.0 00.0 90.0 70.0 80.0 96• (S) 12 70.0 80.0 50.0 90.0 704 80.0 12 70.0 WD 50.0 90.0 70.0 80.0 !011e 72' D 70.0 70.0 80.0 90.0 70.0 80.0 64' so, 9 70.0 70.0 80.0 No 7041 W.0 99• (6) 12 70.0 70.0 50.0 90.0 70.0 Wo I2 70.0 ]0.D 60.0 1175 70.0 W.D Toa' 50g� N OqG� DESIGN LOAD CAPACITY - PSF (XOX SIZES) 110 RLT.NP. WITH REONF. CUM TYPL CLASS TYPE GLL9a TYPE WINDOW DDIS. MDM HOCNE A W _ .8. •C• inw 1M.(-) IXT.(r) INT.(-) IXE.(r) INTA-) 74' 2a* 9 70.0 60.0 BOG 90.0 70.0 60.0 12 70.0 60.0 60.0 90.0 100 60.0 106-1/4' 12 70.0 W.0 Wo W.0 70.0 60.0 111' 7a' 311 3/ee 9 m0 60.0 W.0 90.0 70x, 600 12 - - WDPo.o mo eo.o +aa -+/i (4) 12 - - 90.0 90.0 70.0 80.0 11+' 74' 30-6/6 9 70.0 80.0 90.0 90.0 Po.0 80.0 (5) sees 0 L)ge 74' 63' 9 70.0 70.0 60.0 90.0 70.0 60.0 (6) 72• 0 70.0 60.0 60.0 Woo 70.0 60.0 04' 2: 9 ;OZ W.0 60.0 90.0 70.0 SDA 96• (3) 12 7D-0 60.0 80.0 900 m.0 80.0 l2 70.0 60.0 60.0 90.0 M.0 80.0 106' 72• 9 70.0 60.0 60.0 i 90.0 70.0 W.0 9 70.0 00.0 80.0 90.0 700 80.0 ei 36' 95' (4) 12 70.0 80.0 80.0 90.0 700 60.0 106' 60.0 90.0 - 80.0 72' 0 m0 6041 60.0 90.0 ]0.0 6041 ]041 .0 _W_� Po -0 700 � 70.0 .o .o .0 70.0 W.o m.0 .0 70.0 •D• (8) 50g� N OqG� A - NO. OF ANCHORS PER HEAD R SILL • • • () - NO. OF ANCHORS PER JAMB(11/'49') • • • • • MAX. LOAD FOR THESE SIZES IS -90.0 PSF 4 • • • (p • i • WITH (4) ANCHORS AT MTG, STILE ENDS • • • •e • •• • (1/3w) (I/3w) 8/310 i I • OPERATING VENTS TO BEs/4 OF•INI 01NDOW WROTH • • • • 'fox' • sees• • NOTE: • • • GLASS CAPAC61W ON THIS SHEETeARE *.oc. D„vr,Fyy, DOSED ON ASTM E1300-09 (3 S S±S) - OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH F� 0 4 / - •i+•1m14. AND FLORIDA BUILDING COMMISSION •• u �� Big - DECLARATORY STATEMENT DCA05-DEMO& 'XOX!.� 1 ��•'LL�A- 41Utlnr Ur 11T ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE B.;:aP�y':+ws`4•1•"" = x ; ,t FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL ncaurm-s FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF `• "sOM �a aroig ra. SEE SHEET 3 FOR DETAIL.-�'fA-- \� • °Mo" W09-12 Mm9I2c14P <aan+ _ '�� ,h ONAL1 Y sh..t 2 Of 7 • • W • os� A - N0. OF ANCHORS PE� � � • • • • � m ; () - NO. OF ANCHORS PER JAMB • sees•• • ?;4 z� �.•♦ • sees 0 L)ge A - NO. OF ANCHORS PER HEAD R SILL • • • () - NO. OF ANCHORS PER JAMB(11/'49') • • • • • MAX. LOAD FOR THESE SIZES IS -90.0 PSF 4 • • • (p • i • WITH (4) ANCHORS AT MTG, STILE ENDS • • • •e • •• • (1/3w) (I/3w) 8/310 i I • OPERATING VENTS TO BEs/4 OF•INI 01NDOW WROTH • • • • 'fox' • sees• • NOTE: • • • GLASS CAPAC61W ON THIS SHEETeARE *.oc. D„vr,Fyy, DOSED ON ASTM E1300-09 (3 S S±S) - OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH F� 0 4 / - •i+•1m14. AND FLORIDA BUILDING COMMISSION •• u �� Big - DECLARATORY STATEMENT DCA05-DEMO& 'XOX!.� 1 ��•'LL�A- 41Utlnr Ur 11T ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE B.;:aP�y':+ws`4•1•"" = x ; ,t FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL ncaurm-s FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF `• "sOM �a aroig ra. SEE SHEET 3 FOR DETAIL.-�'fA-- \� • °Mo" W09-12 Mm9I2c14P <aan+ _ '�� ,h ONAL1 Y sh..t 2 Of 7 L-11.UCKS AND METAL STRUCTURE NOT I� ECO WDW.NLQADSIMPOSEDBYGUZINGS'WEMSFER THEM TO THE BUILDING STRUCT".• • • Lj _•_•_� •� TYPICAL ANCHORS OEfj aEv. jpR SPACING $ �EPl1-O1.E.�+ y/�• D tRu ul AcoN BY 'EL CD' (Fwtn Ka M+�6•Ksl> • • � R W1 - 3/8• X 2-1/4' WEEPHOLES AT EACH END INro ter WDDD BUCKsblt IIDed*'RUCTUREs • • • • � • AND 37' O.C. MAX. 1-1/2' YIN. PENETRATI&N INTLOWOOD (HEAD/SILL/JAMBS) 41 C OR J SEALANT: THRU iBY BUCKS INTO CONC. OR BLOCKS • 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I-1/4' MIN. EMBED INTOOCiNIAR='E (HEAD/SILL/+W • Y Lu JOINT SEALER. 1-t/4' MIN. EMBED INW `BLOCKS INAMBS)•DIRECTLY INTOCONCRETE IPA&KS • • 0 • 1-1/4'MIN. EMBEDI O C R (HEAD/SILL/JAMBS1-1/4' MIN. EMBED I0B�JAMBS) ••LF OR•L�r: �R•WS (GRADE 2 CRIT• • INTO MIAMI -DADS COUNTY APPROVED MULLIONS OR 00.4100 • INTO METAL STRUCTURES (HEAL'/SIR/JAMBS) (3) THREADS MIN. PENTTRATION BE7OND SUBSTMTE • ALUMINUM: 1/8' THK. AAIN. (60633-T5 MIN.) • • • • • • STEEL: 1/8' THK. MIN.(Fy - T KSI MIN.) • C (STM W CONTACT WRH AL M TO Bie UTED M PAWED) qI 4141 • • 4141 CI TY'MGL EDGE DISTANCE • • • =V',� � 33 a�a IMO CONCRETE AND MASONRY - 2-1/2' MIN. 0000 :IMO STRUCTURE - 1' MIN, INTO METAL STRUCTURE - 3/4' M'N. -p14 WOOD AT HEAD, SILL OR J.WBS SO - 0.65 MIN. CA ^ ry[I J NCRETE AT HEAD, 9LL OR JAMBS fc - 3000 PSI YIN. uhf C-20 HOLLOW/FLLLID BLOCK Al JAMBS r. - 2000 PSI M. g .+ o . • `\1 1111111 ff fff l8y!_4 sPDT.�O♦ PBcmUn .70522 g L ti 17� wrW Ile iWndc : * - 7 1 ; t :. 1/oon/..1n GiiWi pCuEe 8 11 b - V e•afr, x SIT A UCK FP�.�, E 411 i.>S `, u -e of ' d,o.l�q moo. WOOp BOR AOWG W09-12 FOGE GIST. Miami UuF PmA[I cmu,4 f f f A.1 q '_.hjnt__3 of 7 I = N YDIIIDN k MWJCfI ANCHORS SEE SFPAMiE M01 � O � '� t g g gal TYPIGl ANCHORS TypIFE L A,K'NORS p FOR SPACING SIX FOR SPACING IiI L-11.UCKS AND METAL STRUCTURE NOT I� ECO WDW.NLQADSIMPOSEDBYGUZINGS'WEMSFER THEM TO THE BUILDING STRUCT".• • • Lj _•_•_� •� TYPICAL ANCHORS OEfj aEv. jpR SPACING $ �EPl1-O1.E.�+ y/�• D tRu ul AcoN BY 'EL CD' (Fwtn Ka M+�6•Ksl> • • � R W1 - 3/8• X 2-1/4' WEEPHOLES AT EACH END INro ter WDDD BUCKsblt IIDed*'RUCTUREs • • • • � • AND 37' O.C. MAX. 1-1/2' YIN. PENETRATI&N INTLOWOOD (HEAD/SILL/JAMBS) 41 C OR J SEALANT: THRU iBY BUCKS INTO CONC. OR BLOCKS • 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I-1/4' MIN. EMBED INTOOCiNIAR='E (HEAD/SILL/+W • Y Lu JOINT SEALER. 1-t/4' MIN. EMBED INW `BLOCKS INAMBS)•DIRECTLY INTOCONCRETE IPA&KS • • 0 • 1-1/4'MIN. EMBEDI O C R (HEAD/SILL/JAMBS1-1/4' MIN. EMBED I0B�JAMBS) ••LF OR•L�r: �R•WS (GRADE 2 CRIT• • INTO MIAMI -DADS COUNTY APPROVED MULLIONS OR 00.4100 • INTO METAL STRUCTURES (HEAL'/SIR/JAMBS) (3) THREADS MIN. PENTTRATION BE7OND SUBSTMTE • ALUMINUM: 1/8' THK. AAIN. (60633-T5 MIN.) • • • • • • STEEL: 1/8' THK. MIN.(Fy - T KSI MIN.) • C (STM W CONTACT WRH AL M TO Bie UTED M PAWED) qI 4141 • • 4141 CI TY'MGL EDGE DISTANCE • • • =V',� � 33 a�a IMO CONCRETE AND MASONRY - 2-1/2' MIN. 0000 :IMO STRUCTURE - 1' MIN, INTO METAL STRUCTURE - 3/4' M'N. -p14 WOOD AT HEAD, SILL OR J.WBS SO - 0.65 MIN. CA ^ ry[I J NCRETE AT HEAD, 9LL OR JAMBS fc - 3000 PSI YIN. uhf C-20 HOLLOW/FLLLID BLOCK Al JAMBS r. - 2000 PSI M. g .+ o . • `\1 1111111 ff fff l8y!_4 sPDT.�O♦ PBcmUn .70522 g L ti 17� wrW Ile iWndc : * - 7 1 ; t :. 1/oon/..1n GiiWi pCuEe 8 11 b - V e•afr, x SIT A UCK FP�.�, E 411 i.>S `, u -e of ' d,o.l�q moo. WOOp BOR AOWG W09-12 FOGE GIST. 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F*RRS T.Mal Ki H['17.'.MYA SEE R9AMiE N01 iSEE EL£V. fDN SPIGWD 1 • -�W :h t4 t7v,14 6I_ Z7, 2024 � o /• 705t?2 '= �, �' d.iam$ c� ActtpryR�,.L, ).L•lIp)_L 2i IE OR •�- draRinq gym+ nu �t:il2aW �. 9y E M •x+oow won+ w,rroow wmr +D'�D.d: Mwbc,t;�,:li EDDE DIST _ C 4. vW �o SM ElftIE ANLNg6 EE DDSTE r'-"--� 4W" -DME CDIMY *M'01*M'01"S. MULLAH $ YUWON NN.lARS e FOR s' s .. i 7 SEE SMP TE NW EDGE DSf O z _ •i31 • 6 t o � V Q u ' � LL PA ALT. gifil E MICIIOflS SE f0 Su 0 INCMORS LLT 4 „ C SPKNG00 IDIG�D es .� •.•. • stas r" a ALT. • . • . • • • • • TWIGL MCNDltS ' EOR SPACI SEE EE11�4 • • • • • • • p_ EE W m. 2 • .. _TwKN. •. • . .. SEE ELM FOR SRMMD xrXM�('y �yYi:W2b DETAIL NITH FLUSH FRAM) AD PTER ttt (NSTAL4TION rnoDuc� xMscn _ No. o– • . ' mmaraJj-y (� r,r�r.a.�Wi.Q�i�U.RE�9 TE OF mcE as . nr_Si.%1- 8 +r,.., nrt h.c...cmvr ALtEt, �� W09-12 uN.at 5 of j q"ttt !�-2.)50 1.061 Ii6Y PARI I 1 M01 RDANTRi OEl�itON Wf>Ot1AL WNP.(SVPPllBR/REMMLsa 1 iPN1E NFM 60aJ-T° �� 8 2 M02 J M03 I MOS 1 Fp.WE SSL 4043 -Te 1 SLL iPACK NSERI 6063-T6 AS REDD. MOV, FRAME JAMB 404]-1° O s t6 % 063 .a1J �I �L® 5 mc1 AS REOD. NFD FRN1E .tWB °063-T6 3.249 ,2 0 6 'ID, ) -mM 1/ KNf I� 4EHf i11ttD YIO. RA4 80°3-T° .KM IN,FRLOCK °0°J -Ta - 8 Pa a DG 1/ wm ,W1a MILE eoeJ-T° dK^ }� s VENT Top sorrow RAIL � / STEEL RFJNFORCINC 9 FY'10) Z/ VENT 10P N1D B07T0M RIA 604]-te - RRR Ly- .etJ 10 mm AS REOD. I OLAI910 RU0 (LMl wm) a0°] -T6 - V XyIM 2.09 3t9 �(--.1]0 IDA EY110 — I I 12 - _ AS REOD, AS REDO, ASREDD. GLAZING BEAD (INSUL LM. DL ) °OW -T° _ I REINFORCMD BIR Sia 11BI6DRCNc 8Ni SIFFL - ]SM( 6Ea GCz O FRAME HEAD 2346 -.062 .Ow .803 !— LOL] LOq ii M01 M06 15 MO9 AS RTEW0 s/ VEM Z/ VEM IDD -ON SU RISER 60aI-m L5E AS RE00. I ROLLER MOUSING t QAOE CELLON - 1 AOLLFN BRASS LQL�2 '[ `3 .A1 oSS PP 1n40 I.iw�1.810� i O GLAZING BEADS ® 16 MID 17 IS % 1' 1$ {B % J' 2/VEM AS AEW. 2/ VEM ROLLER PN 5T. STEEL^44ll +FUM ASSEMBLY SCREWS CRS P.N. SMS • • Dx, ML sal SCRETa (Sal END) CR$ P.N. SMS • • • • t.JH O BI] I JAMB STILE 19 .23161 20 03001190 AS REW. AS REDD. ISN SIAL wm1pPING - IATNPAB BIAB SEAL N NlECE1 l ]BIB 1.056 .0]8 2W1 21 CL0] 22 M3 23 F1B-30 AS REDD. AS REDD. AS RE00. BARB SEAL $MITpPRE]lE ULTPKAB, 3 ILI.AZING BEAD BULB +TRAY18. DUaOYFjE•f�' GLASS SPACER SLIODN• I rwex LOWE N W J.. g H �j •y W i 1250--. sl20JP vI u /e x ve" 2/ VENT x/ uTCM SWEEP LATCH TCH • •W—W M ASSOC. •_ urcN W. m¢w sr. soNsusm �i T—i I 1.1w ,ya0 .D6a 26 WNL 2/ wOw. VENT w[FP VALVE - PRETERRED Na.9--o- 3 t1•r D "> n 2) - Za K12O t/ - 5/16" FIU SCRfDI -1 wLO FWSM FRA11E ADAPTER 60 •-• OPTKKYLZ_ i POWETER 3i F LITE SMNC °LOCK 4025Z I O] MEETING RAIL • • • •O of**** •• W� i a1ee� O FRAME SILL •••••• • • • 1.314 L 250 .la .312 t.422 1.iox • • • • • • • • 'p � �i � �' .062 • • • c "� t' .062 41 SBL TRACK °0 FTxm Mrc, RAA • • • • .)50 i .900 i t:,8]y rtV9l'CT!irN;.K/L6 I.4 w _ C .062 / 12n1�0r.-n[��1T :i1r4U 24 Hunlli,,. •• 2.]50 2.°12 2.812 2.750 —2Bm--1 b 3 A ��'� • J l ,''JG:H6E I s 1 L.500 (-,9e9-� I )G9 � �z.e11 uo WET RLd EVISED 6u1J�+ mtF On Flwrix+ A`°eAmK`Iv° ! `, oP •. (C�� E.p:n.w n,l.��y �•, \�,� j .I 8 2 b Browing n o. JI e]a (- I••—I.ee] Rt5•,<a+n um , s, ... �e�p,, IAL A-%%%'`` woe— � 2 sheet 6 0/ 7 04 MON. FRAME ,AMB 03 FIXED FRAME JAMB 26 FLUSH FRAME AhWTE0. u'w'Dw9'P^'bttCm6pi 111 8 M I �a 8 i g e� :*90:4 • • • • Ho g J FR.u. 'OP ORN R • • . . • • • 2 VENT TOP/BOTTOM CORNERS • • • • 000004 • i' y W 17 0•..•0 00000 0000 0000 14 3r 1-9 ' • 0000•• •• • . • . . Z ��,• 3Z • �yyj `.I •• •• .• • w IJ apZ� • 0000.• . . • •• 0000•• �A5y i• X illlsl wei e1r Ylw3► i 66 - N f +,�... -i�•o �8•�22 Q.Q • •• M. u wRe—"T ` `\--{1^^111 11 �''' YY FRAME BOTTOM CORNER �NODVCI'NF\'ISI.1> � '�kuF RALPH TAIT ARCHITECT, INC. October 14, 2019 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, Florida 33138 Re: Permit Number:RC18-984 Hague Addition 299 NE 99'h Street Miami Shores, FL AA26002444 Dear Sir or Madam, "" The intent of the submitted plans is to be provided updated plans to the building deparjpiecirwhichar� is the changes that have occurred during construction. f ! • A closet was added to the master bedroom. Please see sheet A-101 revision 5 cloudedarea`.., Please see a revision to the attic space above the master closet and master bathroom area detail 1 st1t;A- 304. The Anew ahu was relocated from the floor in t=in the storage area to the space above the pool bath. Please see detail 2 sheet A-304. iThe,existing main entry door shall remain and is no longer in the scope of work. Mechanical: Please see clouded area with revision -5 indicated. Electrical: Please see clouded area with revision 5 indicated. Plumbing: The tub was removed from the scope of work in the master bathroom The laundry sink was relocated in the laundry area. Please see clouded area with revision 5 indicated. Sincerely: Ralph E Tait, R.A AR95832. 11820 Miramar Parkway Suite 121, Miramar, Florida 33025 Phone: 954-592-2841 Fax: 954-392-7502 Emailatait(jtarchitectinc.com Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 _ Permit NO.: WS -10-'-9 216 PD Permit Type: Winders/Shutters bWark.Clvss" catian: ll}lindow . oor Re lacemerit Issue Date: Location Address Parcel Number 299 NE 99 ST, Miami Shores, FL 33138-2434 1132060134580 Contacts Expiration: 04/20/2020 TREVOR & KRYSTLE HAGUE Owner TREVOR & KRYSTLE HAGUE Applicant 299 NE 99 ST, MIAMI SHORES, FL 33138 299 NE 99 ST, MIAMI SHORES, FL 33138 Other: 3053934461 krysbar@aol.com Other: 3053934461 krysbar@aol.com HOME OWNER Contractor HOME OWNER Description: IMPACT WINDOWS AND DOORS FOR NEW Valuation: $ 5,200.00 Inspection Requests: ADDITION, 8 WINDOWS AND 3 DOORS WITH ONE OF THOSE BEING METAL DOOR FOR STORAGE ROOM. FOYER AREA Total Sq Feet: 1,393.00 STAYING AS IS AND DOOR 101 IS NOT BEING DONE Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.15 DCA Fee $2.10 Education Surcharge $1.20 Scanning Fee $12.00 Technology Fee $5.25 Windows/Shutters Fee $160.00 Total: $237.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $237.30 Credit Card 10/22/2019 $237.30 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER13 A IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin con trucrtionland zoning. Futhermore, I authorize the above named contractor to do the work stated. , (o/ 22 SignatLke: 6wner/ I / Applicant / Contractor / Agent October 22, 2019 IN Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 rE-JBUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED T 0 BY: � /v FBC 20 1� Master Permit No. RC - 4-18 - 984 Sub Permit No.WS" to -� 9 36� ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 299 N E 99 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Trevor and Krystle Hague Phone#:305-613-5978 Address:299 NE 99 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: NA Phone#: Email: krysbar@aol.com CONTRACTOR: Company Name. ES 6(-,PJN -Z-_r 2-- Phone#: 30S - 9a3- 3( ►� Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Ralph Tait Phone#: 954-592-2841 Address: 11820 Miramar Parkway, S 121 City: Miramar State: FL Zip: 33025 Value of Work for this Permit: $ 5,200.00 Square/Linear Footage of Work: Type of Work: BE Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Impact windows and doors for new addition, 8 windows and 3 doors with one of those being a metal door for storage room. Foyer area staying as is and door 101 is not being done Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address City State _ Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address Zip City State Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of Q C- U 4S� 20 I by day of JUG 6,5 who is personally known to me or who has produced r` r>Q.t l.0 C �x as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sig Print: Seal: t::... SINDIA A COMMISSION # GG 238273 I,,y kXPIRES: September 3, 2022 < ; L'omy Thru Notary Public Underwriters _.A a.ed ***************** APPROVED BY (Revised02/24/2014) 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ***************************************************************************** Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT 1__�— n NAME: lir wo r 4e, DATE: Ci d ten^ i I 1 ADDRESS: Iq Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits an racts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved mysef is hold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale orIea ich violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons ki g on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by o y or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder )andVaware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I. must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. derstand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 may co ct the Flo onstruction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index,html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands hat I am the party legally and financially responsiblefor the proposed construction activity at the following address: N, -s 231Y Initial 12. i agree to notify Miami Shores viiiage immediately of any additions, deletions, or changes to any oft tion that I have provided on this disclosure. Initial t AU Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 42� day of OV� �� 20 By e._3>dUGLAS VAC:,_yIE- who was personally known to me or who has �C.�j N Produced there License or S-Fas identification. A /L —� 0W N Elk' NOTA . SINDIA ALVAREZ MY COfdMiSSION # GG 236 EXPIRES: Se 2 "�Eov F`Qar Bonded Th Notarptember 3, 0, y Public Undener. ,SNORES �'rJtE" tN 56 FjORIOQ` PERMIT ADDRESS: 299 NE 99 ST Miami Shores, FL 33138 APPLICATION DATE: 10/08/2019 SQUARE FEET: EXPIRATION DATE: 04/05/2020 VALUATION: PARCEL: 1132060134580 1,393.00 DESCRIPTION: IMPACT WINDOWS AND DOORS FOR NEW ADDITIO $140,000.00 8 WINDOWS AND 3 DOORS WITH ONE OF THOSE BEING METAL DOOR FOR STORAGE ROOM. FOYEF AREA STAYING AS IS AND DOOR 101 IS NOT BEING DONE CONTACTS NAME COMPANY Applicant TREVOR & KRYSTLE HAGUE TREVOR & KRYSTLE HAGUE Contractor HOME OWNER HOME OWNER HOME OWNER HOME OWNER Owner TREVOR & KRYSTLE HAGUE TREVOR & KRYSTLE HAGUE ADDRESS 299 NE 99 ST MIAMI SHORES. FL 33138 299 NE 99 ST MIAMI SHORES, FL 33138 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: Provide revise window and door schedule (sheet A-801) reflecting the product approval number for each opening. Ji* ,.: .fit••" } October 09, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 PERMIT ADDRESS: 299 NE 99 ST PARCEL: 1132060134580 Miami Shores, FL 33138 APPLICATION DATE: 10/08/2019 SQUARE FEET: 1,393.00 DESCRIPTION: IMPACT WINDOWS AND DOORS FOR NEW ADDITIO EXPIRATION DATE: 04/05/2020 VALUATION: $140,000.00 8 WINDOWS AND 3 DOORS WITH ONE OF THOSE BEING METAL DOOR FOR STORAGE ROOM. FOYEF AREA STAYING AS IS AND DOOR 101 IS NOT BEING DONE CONTACTS NAME COMPANY ADDRESS Applicant TREVOR & KRYSTLE HAGUE 299 NE 99 ST MIAMI SHORES, FL 33138 TREVOR & KRYSTLE HAGUE Contractor HOME OWNER HOME OWNER HOMEOWNER HOMEOWNER Owner TREVOR & KRYSTLE HAGUE 299 NE 99 ST MIAMI SHORES, FL 33138 TREVOR & KRYSTLE HAGUE REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: Provide revise window and door schedule (sheet A-801) reflecting the product approval number for each opening. October 09, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1