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WS-13-2821Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: �� �✓r S7 5f RY� ooa000- FBC 20 Permit No. Master Permit No. W 31 3 -, I ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-,3-2of w ,ooZ o - o 9 7® Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): NO Flood Zone: Address: City: �G�i- State gip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: k;�i; 1 Ve D (-f 6 to 1E ii? S4 U 6 U i L DB y 6; Phone#: '11 c Address: 2 4+ -& C`� L (0 R City: .d i ,Vu [ State: r L Zip: "-2)-6, S 15 Qualifier Name: A4 i Z 4L? .' Phone#: State Certification or Registration #: E) - Certificate of Competency #: Contact Phone#: IrX 6 �S �i i - Email Address: DESIGNER: Architect/Engineer: Phone#: Valu f Worklor th�"�. • elrmit•.$ a `a:�`m Cf5C Square/Linear Footage of Work: -7 S lot Type R'ore# �l,ttica�ra� $'tr n ONew ORepair/Replace ODemolition De sc tio`� Ior� Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. Signat Signature Owner or Agent 04 Contractor 1-4 The foregoing instrument was acknowledged before me this /3 The foregoing instrument was acknowledged before e 's em day of b-P—C , 201-3, by �®4o day of 04,60, 20 0, by 10 who is persona113+known rc, me or who has produced NOT Sign: Print: My C As identification and who did take an oath. who is ersonally known to me or wh has produced S identification and who did take an oath. Sign: Print: My DWU 1. APPROVED BY C_.�--�"� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/o7)(Revised 06/10/2009)(Revised 3/15/09) LiSl Miami Shores Village APPROVE® BY ®,a-rE 70NHI\I a DEPT G el_l�la DEPT ';UBJECT TO COMPLIANCE WITH ALL FEDERAL T(- AW) ('(01 IN'P(R(.JLF,g ANDF R _rULATIONS y5x5� la 1�03�1 6aa8� "7 vx 77 -71ix77 '59,<77 37x38 37x38 3 3 b S v, J�--. IVv.7�t Id.OLf« tGlOlt IbII ELEVATION WEST ELEVATION NORTH _0 i RAMMS ENGINEERING, INC. Kd. =.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # .11. 955 / 0006024 ;ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI RADE 1175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone ;CATEGORY 2 CATEGORY 2. .Height (Maximum) Effective Wind Area or, Tri utary Area 10 20 30 40 1.00 0.95 0.92 0.89. in Square Feet 50 0.88 60 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 ` 42.6 41.5 40.6 ! ' 40.0 39.4 30 46.5 44.4 43.2 42.3 _41.7 41.1 40 49.4 47.2 45.9 44.9 j 44.2 43.6 50 51.8 49.4 48.1 47.1 L 46.4 45.7 60 53.7 51.2 1 49.8 48.8 � 48.1 47.4 Interior Zone (4 -.Walls) Negative Pressures Exposure C For the 175 m h Wind Zone _0 CATEGORY 2. ATEGQR Height Maximum Effective Wind Area or, Tribute Area 10 20 30 40 -1.10 -1.05 -1.02 -0.99 in Square Feet n Square I 50 60 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 1 -56.2 1 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 1 -55.8 -54.4 1 -53.4 -52.6 1 -52.0- 52.0- Length of End Zone (a): 10% of least horizontal dimension or .4f��whichever but not less than 4% of least horizontal dimension or 3. ft. (h = me n roof heig OF THE LOADS SHOWN ABOVE MAY BE TAKE-$ FOR FLAT 2 60 -1.13 -44.7 -47.3 -49.4 -51.5 -54.6 -57.3 ..-Exterior Zones (5 - Walls) Negative Pressures Exposurp C For the 175 mph Wind Zone ATEGQR Height Maimum Effective Wind Area or, Tributary Area 10 20 30 40 -1.40 -1.29 -1.23 -1.19 n Square I 50• -1.15 15 -54.1 -50.4 -48.3 .46.8 -45.6 20 -57.2 -53.4 -51.1 -49.5 -48.3. 25 -59.8 -55.8 -53.4 .-51.7 -60.4 30 -62.3 '.-58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 -55.8 50 -69.3 -64.7 -61.9 -60.0 f -58.5- 60 1 -71.9 1 -67.0 1 -64.2. -62.2 1 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4f��whichever but not less than 4% of least horizontal dimension or 3. ft. (h = me n roof heig OF THE LOADS SHOWN ABOVE MAY BE TAKE-$ FOR FLAT 2 60 -1.13 -44.7 -47.3 -49.4 -51.5 -54.6 -57.3 CtNV l�l MIAMI-DADE COMY PRODUCT CONTROL SECTION 1lW9W26Street, Room 208 DEPARTMENT OF REGULATORY AM ECONOMC RF -SOURCES (AM) bliand, Florida 33175-2474 BOARD AND CODE ADPAPHSTRATION DWISM T (796) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE �QA WW*AkWd"9VTt6"Mn1Y Effvimumt Indashiesq Inc. 5100 NW 720 Avenue, Bldg. C Miami, FL33166 SCOPIR: Jim NOA is being issued under the applicable rules and regulations governing the use of construction Mals. The mon submitted has been reviewed and accepted by Mimmi-Dade County RER - Product control Section to be used in Mum Dade County and other men 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 Mann Dade County) and/or the AHJ (in areas other than Miami Dade Comity) reserve the right to have this product or material tested for quality assurance purposes. If this product or material Ms to parlbrin in the accepted manner, the manufixtamr will mew the expense of such testing and the AHJ may minteduftly revoke, modilly; or suspend the use of such product or material within their Jurisdiction. RER reserves the n& to revoke this acceptance, if it is determined by Adum-Dade County Product Control Section that this product or material hits to meet the requirements of the applicable building code. Tim product is approved as dmnl)ed harem, and has been designed to comply with *a Florida Building CodiN including the High Velocity Hurricane Zone- DESCRUYrION.- Series "ENV -450" Aluminum Window Wall System— L.M.I. APPROVAL DOCUAGM: Drawing No. W12-29, tided "Series ENV -450 Alum Window Wall Sys. (L.M.Lr, sheets I through 12 of 12, dated 06/04/12, with revision B dated 09t24/12, pepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, PX., bearing the Mimi -Dade County Product Control Revision stamp, with the Notice ofAccqptance number and expiration deft by the Miami -Dade County Product Control Section. PWILSSME 1WACr RATING: Large and Small Afissile bnpact Redstant i . [,ABFJMG: Each unit shall bow a permanent label with the aflicturees name or logo, Z*, state, modeYseries, and following statement: 'moi Dade County Product Control Approval", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this produa TERAUNATION 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 tummate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADv=rmEAm4T: Time NOA number preceded by the words mum -Dade county, Fiarwa, and followed by 1he expiration date may be displayed in advertising literature If any portion of the NOA is displayed,! it shall be done in its entirety. INSPECrION: A copy of this entire NOA shall be provided to the user by the mmufacturer or its distributors and shall be available for inspection at the job site at the mpDstofthe Building Official. This NOA revises and supersedes NOA# 12-0702-01 and consists of thus page I and evidence pars &I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perer, PY— OA Na 12-1003.01 Eviradon Daft: September Q64 2017 Approval Dole; Odeber 2142012 /0/hell! Page 1 Envirzfium Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBiVI%TTED A. DRAWINGS 1. 1Vlamufacturees, die drawings and sections. 2. Drawing No. W12-29, titled "Series ENV -450 Alum. Window Nall Sys. (L.M.I.)" sheets 1 through 12 of 12, dated 06/04/12, with revision B dazed 09124/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports ow 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) Drop Test per ANSI Z97.1-2009 along with marked --up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. JF L-6678, dated. 03120/12, and addendum letter dated 0$123/12, all signed and sealer by Marlin D. Brinson, P.E. (Subtkted widerpredousNOA# 12,-070201) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AI—Fazooq Corporation, dates 06113/12,08/30/12 and revised on 09/22/12, signed and sealed by Javad Ahmad, P.E. (PwWaffy submNed modwprevious NOA# 11.-0702.61) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. i -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemeurs & Co., Inc. for their "DuPont SentryGWO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. ll -"24.01 issued to E.L DuPont DeNemoors & Co., Inc. for their "DuPont Butacite® PVB interlayer" dated 09/08/11, expiring on 12/11/16. P.E. Product con4gAxamiuer NOA No. 12-108.01 Expiration )Date; Member 06, 2017 Approval Date: October A 2012 E-1 Envindum %dustries..1nc. *5 W si`i11• ajTU !, F. STATEMENTS 1. Statement leiter of conformance, complying with FBC 2010, and of no financial interest, dated June 09, 2012, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (S'ub=A*d uuderpreyiousNOA# 12-0702.41) 2. Testing Proposal No. 10-1236 issued by Product Control, dated 12/20/10, revised on 01/05/11, signed by Manuel Perez, P.E. (S'ubm&ed under previousNOA# 12-0742.01) G. OTHER 1. Notice of Acceptance No. 12-0702.01, issued to Enviiralum industries, Inc. for dick Series "EN'i7450" Aluminum Window Wall System - LI L, approved on 09/06/12 and expiring on 09/06/17. eel P.E. Product Con E - NOA No. 1003.01 EaphUdoe Date: September 06,1017 Approval Date: October A 2012 E-2 Vr� SERIES ENV -450 ALUMINJUM WINDOnM SYSTEM THIS SYSTEM MAY BE USED IN CMUNCT10N WITH A&W—DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PKSSURZ FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. HAS BEEN DESIGNED AND 1981 COMPLY WITH THE W"ISUMINNOF THE FLORIDA BUILDING CODE INTCUlDINO HIGH VELOCITY HURRICANE ZONE (WHZ). WOOD BUCKS BY OTHER, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCNNURS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS ETAl9EOMENT To BAS MATERIAL. SHALT. BE BEYOND MALL DRESSING OR STUCCO. ANHDRNO�HIS , LING CONDITIONS NOT SHOWN IN THESE DETAILS ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING OUT NOT LIMITED TO sT METAL SCRews THAT COME IAITO COMACT WITH OTHER DISSIMILAR MA A\L.S SHALL M�Ef THE REQUIREbIETJIS OF THE nAlVDA BLOC. CODE SECTION 2003.8.4: INSTRILIC110INS USE CHARTS AS FOLLOM6. STEP I ONTUMNE V EM �.�H�flGHf.E4 VASED USING APPLICABLE ASCE 7 STANDARD. SnP 2 SEE 04AM ON SHEET 2 FOR DESIGN MO CAPAM OF OEFIRED MASS SM STEP 3 CHECK AGIU.IGtJ CAPACDY FOR A GIVEN SPAMW AND HW USWG CHARTS ON SHEET 3 & 4 FOR STENT MULMN AND SHEET 6 A 7 FOR DOOR MIl=. THE CAI = SHOULD EXCEED THE OESIfGJ LOAD. MP 4 USING CHART ON SHEETS O SELECT ANCHOR OPTION WITH DESIGN {W M MORE THAN OElGd'! LOAD SPECJFIEO IN WEE I ABOVE. THE UWIEST VALUE RESOLTiNG FROM STEPS 2, 3 AND 4 SHAD. APPLY TO ENTIRE SYBTEN. SINQZ '0' PANEL' FRAME WIDTH m D.L.O. WIDTH + SAM* FRAME HEIGHT D.L.O. HEIGHT + 5,500° PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI x97.1. TFIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. KIWI SHUTTERS ARE NOT REQUIRED, WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAM. CIVIL 7 i'RdDtJCT'RBi/tSBb mt,p,t 6638 g- mkm- h do F1�oft No l2 -I 01 yp Daw i I I; 1 dm g no. W12-29 6 2012 sheet o T NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13007,04, .(3. SEC. GUSTS). swcm JIM NTNG 791 Bt V CE 791at 7�1 20013 1/4' HEAT STM D GLASS 1/4' NEAT STRLN'D CLASS os0° N4TERUIYER $ BUTAOGE PYB BY 'DUPONT' Oso' NTERLAYER MOACITTE PYB SY 'OUPONT 1/4' NEAT FMOD MASS 1/4- HEAT STIMM GLASS 1/2- AIR SPACE 1/4' TEMP. MASS 111444 I � i 12 19 13 G .a. 8 GLASSTYPE . �A, TYPB 'Ai' SOME ww CORN" 791 791 DE -DOW COMM OE 2LO0 7/4- HEAT STREN'D MM " 1/4' HEAT SIRE 1) GLASS 090" INTERLAYM .090- INTERLAYER SEI4TRYOLAS BY , T. SENTRYOLAS BY 'DUPONY 1/4- NEAT WREN'0 GLASS i1 1 /2- APR SPACE 1/4` WAT SM'D WdIS 1/4' TEMP. CLASS in nOn �' PA�1'RSV651D3 0 M PE saw," "�d1�Y .4 1,16 GLASS W12-29 6 of GEMS LOAD CAPACITY - M -w0L488 LOAD CAPUM - PPF i NOMINAL DBDi. GLASS TYP88 GLW TYPBS 'A' AI' >1• m '111' ' oLo. wam CLO. am ExTd+) tw.(-) W4+) NT.(-) i 30" 90A 00.0 100.0 131.0 ! 3B' 00+4 90.0 1004 131.0 4Y 128- 811.0 1&0 101.0 121L7 48' 88.0 95.0 100.0 109.7 49' - - 101.0 107.1 30' LOA 50.0 1044 131.0 38' 132• 90.0 90.0 100.0 131.0 42- 884 �A 11100 128,5 7' - - 109.0 1089 30' 90.0 50.0 1004 131.0 38' 13- 90.0 90.0 100.0 1314 42" 884 85,0 100.0 1273 48- 100.0 112.6 30" Sao WO 100.0 131.0 38'144' 05A 86.0 IOTA 131.0 42- MA 86.0 1080 128.1 43- - - tow I ins NOTE: .. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. J, . 1/2" ATR 9PAC14 CONRIBTING 016 ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE CLASS. Pe HEAL Aur. �.Ic%� ' DOW CORNING 7s1 OE 2000 NO1IEPiAL DDd& (ItAm mm GLABB TYPES A' & At' 'a & 'sr 0.L.0. VM OSLO, H=ff EXT.(+) W.(-) W4+) W14-) 30' 38' 42' 48' 134' 88-/12" SOA 900 100.0 MA. 904 no 100,0 131. 90A 00.0 100.0 131A BOA Sao 10OA 131.0 904 904 100.0 131A 90A 90.0 100.0 131A. BSA 65A IO0.0 1314'. 30' 38' 42' 41r 84' e• 88-1(2" �- 90A SAM 100A 131.0: 90A 90.0 1DOA 131.0 904 90.0 100.0 131A 90.0 no 100.0 13,.0 i 904 50.0 1000 WA: 904 n4 100.0 131. ! GSA 68.0 1 low 1287 • 30' 38' 42'904 48' ea` 80' ES -1 ' W- 904 90.0 100.0 WA SU 90.0 1=0 WA 1 90.0 100.0 131.0 ' 90A 904 1(04 131.0' CoA Sao 109.0 131.0 BSA BSA 1004 128.0 084. 0¢.D 1100.0 1189 i 30' 39' 42' 48' 84' 80' �, 90.0 90.0 100.0 131.0 904 90.0 100,0 131.0 904 MA 1000 131A ' 90.0 BOA 100.0 131 A ' BSA 80.0 100,0 1289 08.0 80.0 100.0 118.4 30• 38' 42' 48, 84' 102' SOA 90.0 100.0 131.0 904 90.0 100.0 131A 90.0 90.0 ICDA 13 AA 00.0 90.0 1011A 129.4: 88.0 88.0 100 0 118.8 10931 30' 38- 42' 48' 84' 87- 108" 904 90.0 100A 131.0' 90.0 90.0 100.0 131.0 "A 90.0 100.0 131. BSA 68.0 100.0 12U 889 86.0 t00A illi' - 100 108.4 30' 38' 42' 48' 84' 114° 904 no 100.0 131. 904 90,0 100.0 131.0: 904 90,0 100.0 131.0', 884 06.0 100.0 1199 100.0 1019 3C 38' 42' 48' et• 120- my 90.0 100.0 1310 Oa0 W ,00.0 131.0' 900 LO.O 100.0 13/4 B8.0 88.9 ,DOA 114., .. .. �ee.e ums NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13007,04, .(3. SEC. GUSTS). swcm JIM NTNG 791 Bt V CE 791at 7�1 20013 1/4' HEAT STM D GLASS 1/4' NEAT STRLN'D CLASS os0° N4TERUIYER $ BUTAOGE PYB BY 'DUPONT' Oso' NTERLAYER MOACITTE PYB SY 'OUPONT 1/4' NEAT FMOD MASS 1/4- HEAT STIMM GLASS 1/2- AIR SPACE 1/4' TEMP. MASS 111444 I � i 12 19 13 G .a. 8 GLASSTYPE . �A, TYPB 'Ai' SOME ww CORN" 791 791 DE -DOW COMM OE 2LO0 7/4- HEAT STREN'D MM " 1/4' HEAT SIRE 1) GLASS 090" INTERLAYM .090- INTERLAYER SEI4TRYOLAS BY , T. SENTRYOLAS BY 'DUPONY 1/4- NEAT WREN'0 GLASS i1 1 /2- APR SPACE 1/4` WAT SM'D WdIS 1/4' TEMP. CLASS in nOn �' PA�1'RSV651D3 0 M PE saw," "�d1�Y .4 1,16 GLASS W12-29 6 of �!!_ > 1 wnaurlli iu iiliMMEMM araa�iaaaac� . - � sa�a�allo■aoo _ . aaiso■aamm �aaaaai�m isa�a®aa�am aimaiaa�ravd aaar�ariaaom I i ll�� 7-01 © p O O ill [�3FL'7i -�� �7 [E3Fe7F3ZY?7 ►Y'rr rt+�r'��[.k3t�l��.lY..7 L�sr.Nar�[Ef�i�•l�`il:! a ° i� �; p � p�i�'1���� p f�TyL7CTrSlI.C'�'ii7Ei-10*13 I u j rakrt�ul �1� - � I. � ® ��,:I ;O� [n`-�1..�`iL�[lf IiI7[EI�7� lti+�a�-�+S�+�E®f�Z7C1 ■rl ' � atl�F � ' ` ' . . ,,-1��;.,_� I-,, !/, ' �I _ , � - i I! U,1 -n ' ! ( �!M� fit.^, }[�M' iiYaC�i+ �'J� ii.ir.1/r�yiillil�i/� ,. ,_ �:�ec�c�mmmmi�m amr:�c�moa�� �aa�om�nc�mi� r�amc�ca�r�r�aa� m©mmrm®� a�aroc�mmm iaam��acsaam mm"mmEamm [T_•3���i'-..T1. Di�7�IFIl�1 raoomamm� ��+;�l�m�-i��..:��� 0�7��L�OQ'T..i� �aommrmmmA----- � -�+ ��aaarO�Om� 1�ill oa�mmmm� saas�smmm- ©eadmmomma aaa n i.Tt aaa0© 7 7 7 aaaa �E"3 aaiasr:�mrraam 7 araslsisa�aisom isoa■o■aaom as©�a■sa®rte saa■o■issr��a ®�aaasonaivc� 000 oi�iosoo Kamm" Dm. 78' I tom• 4T' 4r S8' "W 47' Wm (W) . w, AT PPAME BAMS WIDTH (W) a W2 + W3 AT FRAME MUUAN 2 9W WM ARM nA. In drorairtg tto. MULLIONS � 2012 W12•-29 et a or � a L;:'AWL AL-lmw mK.-LA l:JRC�L'J o�■raoc�r���i� ooloc�oc�rol� o■aosaL�Io� �000mm�� 0000mo�� oov000�I� ■�oomamm��s sseac.*a000m�mfl ooiomoe�¢�� �o■e��c■I�aI�® Iorlvlc�r:�ora�mir� 000mom�t�ml isovvowm �m �■Io�000ma�® r�olos�r��a� 0 �o 0 oo�a■vocaa 0000c�o mI ioloosaomlo Iv■o■ivdll�min� o■�ool�c�Io¢ o■Io�vo[t�mc�� o■o�ao■oolmm ansdo■>oom�n oovv�oAv oA�tra�is�am auoosrso�o OpI�7010I0CE70 0o0000C�[*TJ sas�las['117['x7 78' I tom• 4T' 4r S8' "W 47' Wm (W) . w, AT PPAME BAMS WIDTH (W) a W2 + W3 AT FRAME MUUAN 2 9W WM ARM nA. In drorairtg tto. MULLIONS � 2012 W12•-29 et a or � a 36- 4r 4r n. 64• 80' 86' 7r 30• 3Q• 42" 48• Be 39• I 4r 4r 84 3s• 4r 48• 64• 38• Q. Or e4• 33W 38- 4r 4@• 64• 30• 38• 42• 414' 84' eo• 30• 38• 4r 413" 84• 3 38" 4r 481• w 313• ss" 42 . 4B' 30• M. 49:• 3r I 178• 4r 76" I Iw 4r 80.6 764 80.3 102.4 94.3 131.0 NA 110.9 483 69.0 61.4 90.1 844 1977 03.1 *7 Wt 148.7 INA 110.2 131.0 131.0 131.0 09.9 131.0 WIDTH (W) a Wl "a= AL$ 7114 WA 28.0 131.0 131.0 1314 0714 114.6 611 9114 823 ,93.4 113A 131.0 7t.1 toL7 AT FRAME JANE OFOLD LITES Or 93.6 "A 724 IQ0.0 "A 1314 823 93.4 WIOiTi (Wi a - W2 WS ALL 47.0 7,.4 6414 9814 844 13,4 m 3.0 7 8 2 4 79 88.4 70.6 -119.3 49.8 74.7 AT FRAME MULLION 90.s 1214 100.4 131.0 1314 131.0 93.7 1314 67.2 iDU 131.0 194.6 1314 78.1 tt72 1�, 474 067 77.4 114.2 1074 131A 874 100.4 S.4 764 97 101.8 03.0 131.0 80.6 87.9 44A 074 60.9 I.4 93.2 1249 021 ?LI 4014 804 81.2 81.3 74. 119.3 469 70.3 7814 1144 102.4 131A ,314 131.6 : 131A 3 3/4" 834 9814 OU 1210 117.0 141.0 1 139 110.7 4• 4" 84.4 1.7 721 M13t.0 101.0 13114 031 94.9 I*• 47.6 711.4 64A 094 31A 00.3 93.0 4" 423 034 80.9 7814 1179 492 739 �I 7.9 1.2 70.7 100.0 447 98.4 794 103 9714 131.0 131A 029 116.9 941 90.9 899 11,4 131.0 8214 to6AIIP 614 77A 62.3 Q%7 131A 829 8914 4e46.1 07 s 80.0 83.7 1284 I M4 784 40,1 0o2 90.9 9414 t 1 f.6 46,8 89s 4' 8 3/44 4" 4" 38.1 .. 64 t 4&6 799 974 1 41.9 619 5 3/4• ou 1029 922 131.0 107.3 131.0 72.7 119.8 87.1 00.7 78.8 1,614 100.1 131.0 OA 899 A2° 13L C9, DO A3.I 110• 494 73A sm 011.7 90.9 131.0 as "A 494 044 879 80.4 79A 119.1 49 74.7 aNCERq p1�e . 3&I 07 61 70.8 70.7 t 44.3 98.4 AB m 2 ANCHORS TYPE 'A' AT EACH Of OF JAMB AND MULLION 667 964 979 w1A ,112 1stA 749 nag BB - 2 ANCHORS TYPE 'Er AT EACH SDE OF JAMB AND MULLION 94.4 61.7 Tat 109.7 101.0 131.0 91.2 949 CO 2 ANCHORS TYPE 'C' AT EAOH 909 OF JAMB AND MULLION 126' 464 *4 62.7 114.0 a" 1294 042 0I7 DR . 2 ANCHORS TVE '0' AT EACH SIDE OF JAMS AND MULLION 404 91.1 949 983 789 1139 47.4 7111 S8 . 2 ANCHORS TYPE 'E' AT EACH SIDE OF JAMB AND MULLION se7 IA4 a6e 771 677 10114 422 9s2 m J ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 81.7 037 t 7 16.7 131 4 1 7 Be J ANCHORS TYPE 'e' AT EACH SIDE OF JAMB AND MULLION 81.9 71.9 89.9 104.7 96.4 13114 00.4 ts1• eaa es9 �� 9as 926 113.9 6117 0 C8 m 3 ANCHORS TYPE C' AT EACH SIDE OF JAMB AND MULLION DB 3 ANCHORS TYPE D' At EACH BOE OF JAMB AND MULLION �4 626 624 78.6 723 1�.0 434 :879 BB = 3 ANCHORS TYPE 'E' AT EACH SIDE OF JAMB AND MULLION 10314 0 74.6 F 74.9 so.$ B1.0 71.1 3 WOOD BUCKS AND METAL STRUCTURE NOT BY ENYIRALUM MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4T � TYPICAL ANCHORS! SEE EM. FOR SPACING FTYpE A'- (Fw177 I(SI, Fy.168 KSI) i INTO 20Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOW THRU 113Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'» 1/4' DIA l8_TRACON BY 'k!LitO' (Fu -I" KBD, Fy-188 01) DIRECTLY INTO CONORM OR. MASONRY WITH 1-1/4" MIN. EKED INTO CONC. OR MASONRY INTO CONCRETE AND MASONRY m 2-1/2" MIN. W L _ INTO WOOD STRUCTURE wrt" MIN. r-1YPE 'C'- 16/16" DIA 11LTD7ACON 6N 'A1.CA' (Fu -177 KSI, FY -188 KSI) (NTO D STRUCTU10 WITH 1-7%8" MIN. PENETRATION INTO WOOD h"a� THRU 1BY OR 26Y WOOD CICS INTO CONCRETE WITH 1-1/4" MIN. EMSM INTO CONCRETE rM 'D•- 1836• DAA ULTRAM.BY Tn. • ' (Fw177 KSI. Fj-1118 KM) DIRECTLY INTO CONCRM OR MASONRY WDTH 1-1/a" MN. EMBED INTO CONC. OR MASONRY INTO CONCRETE AND MASONRY m 3" MIN. L _ INT'0 WOOD STRUCTURE - 1-1/4" MIN. {Q TYPE 'E'- 114 SELE ORILLND SCRIMS ST/ST (MADE D CRS) �+ INTO METAL STRUCTURES STEEL 1 12 GA. MN. (Fy m 35 KSI MN) � $ ALUMINUM : 1/8" THK. MX (8083-T8 MN.) (STEEL N CONTACT WH ALUMINUM TO BE PLATED OR PAINTED) 81±G1i�..ED�.-astdW'� L _ INTO METAL STRUCTURE /2' MIN. _ CONCRETE AT HEAD. SILL OR JAMBS rQ - 3000 PSI MIN. C-90 HOLLOW/FILUM BIM 141 JAMBS r,n - 2000 PSI MN. a tlQR mm mom mmucriltram %1w. tam 1 �' 1F D� 7 m. g dm ng no. wt 2-29. DOOR H=ON LOAD CAPAary NOWNAL DD18 V�91 P90dp HMM WO) 40-3/4' 43-3/4' 48--3/4" 49-3/4' 82-3/4' 88-3/4" 102' 78.0 78.0 78.0 784 78.0 78.0 7&0 78.0 no 76A 78.0 78.0 40-3/4' 43-3/4" 48--3/4' 49-3/4' 82-3/4• 62-3/4' t08' 78.0 78.0 78.0 78.0 75.0 78.0 7A0 78.0 78.0 78.0 769 764 -3/4• -3/4" -3/4° 114" no 78.7 78.0 78.0 78A 78.0 784 784 -3/4' [43-3/4' -3 4' Imo" 78.0 784 76.0 784-3/4' 72.2 72.2 879 87.9 61r»61�C!)� ilk-�1•�:� 98DTH OV) . 191 +W2 41.780 / WIOTN (M!) 1 + W2 +1.750 low;) SEE SEPARATE NDA pppp �- st / 1 i \ u -sr list Wl — V WIOTH (NI) . Wl + W2 +1.790 o. am arva4 10 PR47DuLgT�y9:Bv=D FIA. PES 78582 CodeWWIOYF[OfMB drawing no. DOOR MULLION ,� 6 2012 W 12-29 c .. I � PS Wing09G"9 1 I rr�iGr ���..o. �_mm� �© �■■/ i + mrwml� mmmmm nErmmulm ff�\ O I / I © _o_. lL:�71F3il __ E��®NEW � �N�m� © _ ME= ©�x'1✓w T S` MEMNEINN Elm �Swmm x �_- MEMO _ NOUN x ri mgmm � 0 0 New mmommoLlim N _ _ © i �1 MaCm ®�_� mommmunm Nola=" i mrmm� REM] mrmm .. i+.11®{ ®m� N�EEM 0 4N . NNW= ■F,�z�rjx ..�. M0 ©o IIl7 1� OEM © i� oo .M'r rani l'a �}_{� �� ©© ©® mm� maximi �.�� _�_ �:=s:.s�..� 44 OAS ORENFORM O Q �CUREO 318" M 3 s M 1118 \.:J Eu M O JpNB BELOW N 4 1 FOR OAPAISIY BELOW wow n3 Finn n riyi7 � BIId yid .•� V In A La EXTERIOR . •"' 18Y ,1 Q C.L. WOOD BiX2t is e SMOM DON CORKM 980 TYPICAL. ANONI� 1YPlCAL ANCHQR9 _ NM A MAIL DEPTH ■ 3/S" ANN FRAME WIOTH MM AAPS gA FOR SPAdNO OR � MIO SEE CKAW BELOW J/8" NAX. C3 1/4-20 X 2-1/4" HH ELT ALTERNATEFMNFORCM UN�^ © RED SEE SHEM� AT FROM ENDS (p I JAMBAT I WASHERUMSEBELOW 4 FOR CAPALTTY AND ib-1�2' O.C. B 1 REQO. AT M3' dt 'N4' ONLY .. OOOO BUCK 2 7 �� it N • v3 —— al •" b 9 �1 •, TYPICALgANtxi01M � � o ,a I _ _ ryy . FOR SPACMI �� lef iJAM A$MM v ' Pi. EXTERIOR DL OPQ d' . .: r.: `. DCOERNBI0 790 NIN & MAX ITEPTH • 3/B ADN. hUN FRAME *M t MAX, lit BELOW D BELOW MAX. FRAME DAP UNSECURED J Nafa�P rm1. FRE ST DING SSM /a• x 318" Be 1/4° 1" �—.� TAPE WREAKER SECURED JAMBS 115" 5/18" 1" d 120" S 9' 1' t1�tt3s>>RCWO fiOT fiEOLIRE�1) 144° 1/2' t" SBJCDI fiA pP� � j amnoft p ALT�MIATE SEALANTS AT JANE WS CAN � DOW CMINO 7S0 OAN 26J8 e � 611ME0 BY EM MEEK of mom BASRD ON NANUFA"M ONE LINES. FREE STANhINO JAM® tlm°ing no. FOR MM W LESS THAN 1/4. UK � W12-29 i DE7AIL ETAFE uPro 1/4° NAx, $EQ 6 ZDt of » �P - a e~ f f�AGF, 1/4* t�Ax, saaM t�ACB YYIr& TYPE IPPB TYPE TYPE TYpB TYPE TYPE WEITH (� Exr.(+) 1DiT4+ 6x1d+) EXTd+) EXPd+) ocT.t+) EaP.(+) Exr.(+) - 41Y 131.0 iJ/A /31A 131A 131A 19L0 131A 131A 119A 131A iSt.fi 131A 1Siq 131A 131.A 131A 48' 114A f3fA 1J1.0 1J1A 131A 1J1A IJ1A 13fA 54° BO' 103.0 131.0 131.0 11BA 12J.o 131A IS1A 131A BB" 84.0 129.0 131.0 108.0 112.0 131.0 126A 191A 72' B&6 118A 131A 100.0 f02A 127.0 1iSA 191.0 4.800 4.990 t 129 .187 1.780 125 .187 ' I � .780 z7so a. ago .090 i L L MKQ V HEAD/S1LL/JAMB/INTERMEDIATE Q HEADjSILL/JAMB/IMTERMtO1tATE oea see s� 099 ago 090 428 4 8 3951 a82 .128 .128 I Om U Li.342 t ses 1988 SEALMS O FIN SNAP Q FIN SNAP O FLAT SNAP ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SIUCONE SEALANT. a.e92 z f 1.129 0� .898 � lz g o GLASS STOPAV i sm aAN ��w wh RA PE 7ibBa • 17 drawing rm, W12-29 ,.900 ,.780 IS11 .,OS ,tel .7b0 187 .189 .187 .1234.171 3 4.128 3.828 4.8� .tab O8' ALUM REINF. STEEL BAR REINF, TPB,T N0. PAtNI' NUNBBR pFR'M9I D�CItl>'1'tON ffiA F/ANP, PLI$e 1 ENV -481 AS REQ0. HEAD JA418 k INfERMEt)41T£ BMJ -l8 FTMRN.UN 2 ENV -482 AS RE00. 3,A&4 STOP 8083-T8 tT1VIRALUN s EM+-ao3 n9 Sao. FIN swnP yes -Te p�t+nruwN a EH+r-a9a , vREe 9TaxGtNo � t7aT 9r>aP FULL t.EN9ri+ ot• vErrncu. e�3-Te aavE+ALwa 4A FTN 486-5 t IMBTALL 8CflEA FIAT SNAP. 3' LONG 8083-T8 ENVIRALtXd 4B EW -454-7 1/ WAh�R FIAT SNAP, 7" 1�8 800.i'-19 ENVIRAI.481 8 E!N-466 /� RE00. AL,OA9VUM RFJNFORCEAIENT 8085 -Te EPVNRlV.UN 8 ENV -481T A8 ��. HEAD/S8, JANS B WTER6t�41ATE 8083 -TB FaMRALtgI 7 ENV -483T AS !�. FIN SNAP t;7HERIGQ.) 806,7-TB ENVRALIXA 8 EFW-STt A9 tfFOD. 3118• x 3-t/2' BAN lITEE4 EIVVRALtA�! 9 EFW-BT2 AS 11ED0. 1' % 4-1/8" X ,^ X s/ie• THK, CHaI�BVEI. 9FEEt. ENVwALUM f0 EMV-STS AS iP60D. 3 4• % rs/e• x 3/a^ x 3/,6^ TW. CHaFtlV0. 9tEE1. EIVVWAI.uN 11 ENv-aot A9 t�o9, aarEwoR oAsxET EP�t tnAzuvo SEN r�ouaTs 12 EPN-OOs AS READ. 8PAOpl OA$%ET EP�d GLAZING R09�R P8000CT8 13 ENV-8S0i ,/ QUARTER POINT s x 1/a• x a• SETTIFXF SLOGt& bUROMETER 7od�9 F3+DN FRANK LOPS RUBSBN 14 ENY-8802 1/ WARiGi POINT 3/8• X 1-1/4' % 2' BETTING 8L6CK8, WR�VEIER 7018 EPDIt FRAtdK LOWE RUBBER 18 DOW 781 A8 REO9. GLAZING CONPWPI9 SA.ICOWE 0091 a9RttltlVO 18 OE $CS20o0 AS RE00. GLAZING COMPOUND BAICONE GB tAOMEMIVE n Ela x 1-t/2 4/ OORNER FRAME As»M�v BQREtYS 8T, 8TE0. HtYtt 8MB t8 ENV -398 A8 REa0. WLWON �BrTB - to 1e \:J STEEL CHANNEL REINF. DOOR MULLION cl�— t 16 10, draw" m, W12-29 O 1/4-20 X 2-1/4" Hi SOLT 12/ NUT t wASM AT S' FROM ENDS AM 25-1/2" 09 TY SIANE MOLE IT DOOR ------------------------ SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SY$TEM CAPACITY CHARTS WILL APPLY TO 'ENTIRE SYSTEM. 1/4-20 X 2-1/4" NN SOI.T VM/ Nur & WASHER AT S" FROM INDS AND 28-1/2" U. ------------------------ MIAMI-OAOE COUNTY APPROMF? LADE MISSILE IMPACT RESISTANT DOOR WOOD M". MR VAMO FOR WAMG © o' 0 rfftAL ..S 0 FOR SPACM f i Y c I - 31111 O .I IV I ..ii• ii/!w il , po� ,v ----- ----- --- -�� " FOR SPACM :;� "i•� FOR SPACM ,; / M® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.$ovlpera Cury-A-Tech Corporation 930 West 23rd Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11940" Aluminum Horizontal Rolling Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 4 of 4, dated 08/06/07, with revision A dated 02/27/12, 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 there has been no change in the applicable building code negatively affecting the performance of thisproduct. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 07-0813.08 and consists of this page 1 and evidence pages E- l and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0416.11 Ul NJ ... �' Expiration Date: September 27, 2017 Approval Date: July 19, 2012 Page 1 Cum -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-59, Sheets 1 through 4 of 4, titled "Series -940 Alum. Horizontal Rolling Wdw. (L.M.I.)', dated 08/06/07, with revision A dated 02/27/12, prepared by AI-Farooq Corporation; signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 i 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA# 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA# 07-0813.08) 2. Glazing complies with ASTM El 300-0.4 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No..08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. Manl P , .E. Product Conuetrol xa er NOA No. 1016.11 16.11 Expiration Date: September 27, 2017 Approval Date: July 19, 2012 E-1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 06, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5262, issued by Fenestration Testing Laboratory, Inc., dated 07/17/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 07-0813.08) G. OTHER 1. Notice of Acceptance No. 07-0813.08, issued to Cury-A-Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window — L.M.I., approved on 09/27/07 and expiring on 09/27/12. Q az t - Manu ez, P.E. Product Con miner NOA No. 12-0416.11 Expiration Date: September 27, 2017 Approval Date: July 19, 2012 E-2 E 8" MAX. TYP. 13" MAX HEAD/SILL MEAD/SIU' FALSE MUNTINS CORNERS rOPTI� APPLIED TYPICAL ELEVATION TESTED UNIT SERIES -940 ALUMINUM HORIZONTAL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MUAMI-DARE COUNTY APPROVED MULLIONS. IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. AN ROU GlA2 H.S GLASS .090" INTERLAYER SAFL'EX IIG BY 'SOLUTIO' OR SAFETY PLUS X BY "GLASSLAM' OR SENTRYGLAS BY 'DIIPONT' SILICONE APPLIED GLAZING D$TAII. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DEMON LOAD CAPACITY - PSP (XO OR OX 817&9) WINDOW DIME. II II II 11 WIDTH HEIGHT C II II 11 11 II 11 W.(-) 28-1/2" 37" 53-1/6" 74" 26" n u 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/r 37" 53-1/8" 74" 38-3/e" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/r 37" 53-1/8" 74° 1 70.0 ll 11 u II 11 u 70.0 10.0 70.0 70A 70.0 u u 8 u u u n 1 85.7 58.7 70.0 70.0 26-1/2" 3r 53-1/8" 74" 83° 70.0 70.0 70.0 70.0 65.5 65.5 70.0 34 1/18' 33 15/18° 70.0 D.L. OPG. D.L. OPG. 70.0 37 1/8" 24' VENT WIDTH 70.0 74' TYPICAL ELEVATION TESTED UNIT SERIES -940 ALUMINUM HORIZONTAL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MUAMI-DARE COUNTY APPROVED MULLIONS. IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. AN ROU GlA2 H.S GLASS .090" INTERLAYER SAFL'EX IIG BY 'SOLUTIO' OR SAFETY PLUS X BY "GLASSLAM' OR SENTRYGLAS BY 'DIIPONT' SILICONE APPLIED GLAZING D$TAII. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DEMON LOAD CAPACITY - PSP (XO OR OX 817&9) WINDOW DIME. RMOUT SSSAR CLIP MR SHRAR CUP WIDTH HEIGHT EXT.(+) WT.(-) E%1'.(+) W.(-) 28-1/2" 37" 53-1/6" 74" 26" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/r 37" 53-1/8" 74" 38-3/e" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/r 37" 53-1/8" 74° 1 70.0 70.0 70.0 70.0 10.0 70.0 70A 70.0 68.7 88.7 70.0 70.0 1 85.7 58.7 70.0 70.0 26-1/2" 3r 53-1/8" 74" 83° 70.0 70.0 70.0 70.0 65.5 65.5 70.0 70.0 49.7 48.7 70.0 70.0 40.4 40.4 70.0 70.0 24" 36" 45" 60" 7r 1 24' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24" 36' 48' 60" 7r 38" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24" 36" 48" 110" 7r 48" 1 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.4 65.4 70.0 70.0 24" 36" 48' 00" 72" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 57.2 57.2 70.0 70.0 49.2 49.2 70.0 70.0 44.5 44.3 70.0 70.0 NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Q^ 4 PRODUCT RBVl3H0 $ BAD �w0i1 goF147b118 ay Date 117 a drawing no. W07-59 AR 0 9 2012 atleet 1 of 4 ANCHORS VS. FOR SPACING rfcca.n�au FOR CAPACITY USE COLUMN WITHOUT SHEAR CUP ONLY IEAD ANCHORS WITH SHEAR CUPS ;EE SHEET 1 FOR CAPACITY G TYPICAL SEE Ll". FOR __ jMiAia—OADE COUNIt' APPROVED 1 IMUUION & MUWON ANCHORS IA ,SEE SEPARATE NGA I 1, I II I I, ... WOOD BUCK a � o WOOD BUCKS AND METAL STRUCTURES NOT BY CUF MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. arming no. W07-59 TYPICAL ANCHORS: SEE a". FOR SPACING )/4" DUI. ULTRACON BY 'ELCO' (F"-177 KSI, Fy.158 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 'GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-3/4" MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 1/2" MIN. C ANCHORS LEV. FORSPACING SEALAS NT ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. ' WEEPHOLES W1 — 3/8" NOTCH IN LEG AT EACH END W2 — 3/18" X 2" NOTCH 4 PER SILL W3 — 3/16' X 2" NOTCH 3 AT XO & OX SIZES OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 �—L W4 — 1/2" X 1/8" NOTCH AT SILL TRACK ' AT 1-1/4" FROM EACH END (XO OR OX SIZES) ... WOOD BUCK a � o WOOD BUCKS AND METAL STRUCTURES NOT BY CUF MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. arming no. W07-59 TPIId PART � QUANTITY DS4CRIPTION MATBRtAT. MALAR./$UPPllRR/RB6L7RX8 �V 1 10248 i FRAME HEAD 8083-TB 2 10845 / FRANE SRL 8083-T8 n 3 16847 2 FRAME JAMBS B0g3-T8 - 4 11822 1/ VENT HD. FOCEO MEETDIG RAIL 8083-TB - C 5 10848 1 SRL TRACK 8083-TS 8 10250 2/ VENT PENT TOP/�TTOM RAIL 8083-TB - 7 - t/ VEM S/18' BOX SCREEN - k011F9-OADE COUNTY APPR.D CLIPPED MULLION �' _' ;'� I - - I 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 10257 2/ VENT VEM SIDE RAR 8083-TB - SEE SEPARATE NOA li it II ALUMINUM 9 11823 1/ VEM H.D. VEM O4TERI.00K RAR 8083-T8 - SO�ONE DOW CORNING 18 II 11 AS READ. 10 C^3058 4/ YEI4T WHEEL HOUSWG & OUIOE NYLON - �ryal1 ASSEMBLY SCREWS II I II I II Q t1 12 C-3058 C-3085 2/ VENT 4/ VEM ROLLER PIN VEM FACE ST. STEEL - R� Q Q 10258 2/ VENT j ' I 8083-T8 - 19 C-3061 GUIDE NYLON - - 26 C-3087 3/ VEM 13 14 - - 2/ WINDOW AS READ. WEEPHOLE HOUSING &RAP NYLON ROLL OR CELCON - _ FOC RAR BOTTOM SCREW - - 22 - AS REOD. SHEAR CLIP 8083 -TB 2° LONfl I I 1 I Z WO4DOW WIDTH WINDOW WIDTH F TWO VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACI Ina! 1/4° MAIC OPTPONAL TO SHIM SWEEP LATCH © [ I7 } (F } t/4= MAX � Q 3 o 19 g �J \J � 0) = METAL O.L. �' 3 "'`• TYPICAL ANCHORS 1/4' M41M STRUCTIOiE 8 SEE 18 0 FOR SPACING' SPACING � o� o - 17 i8 14 ' o WAD -SCREEN OPTIONAL ov 1Y00D STRUCTU 7 1SY 3 4 y• >WOOD BUCKS m D.L. OPG. EXTERIOR i .r ` WINDOW, WIDTH Ern JAVAD AHMAD ' . PRODUcr RHV696D •� Cw.. , es plod wHh om piwwo TYPICAL ANCHORS ELEV.SPACING XO LAYOUT DX OPPOSITE •eiA'PE i 7x8@2 BotldingCada C•A:N• 3a,>U,Be Amp".No FOUR b 0 9 2012 wol� ss Ic sh®et 3 of 4 FORMEp GLAZING BEAD ALUMINUM - iS 90S AS REOd. GtAZO46 COMPOUND SO�ONE DOW CORNING 18 7918-187 AS READ. FlNSEAL WEATHER STRIP 17 �8 X 1° AS READ. ASSEMBLY SCREWS PHP SMS 18 - 2/ VENT SWEEP LATCH ZPAUK AT 7-1/4• FROM Elkkl END 18A 10258 2/ VENT ALUMINUM VENT LATCH 8083-T8 - 19 C-3061 4 LATCH SPR84O CLIP ST. SPE0. - 26 C-3087 3/ VEM BRASS ROLLER 21 �8•X 3° 1/ VENT FOC RAR BOTTOM SCREW - - 22 - AS REOD. SHEAR CLIP 8083 -TB 2° LONfl 2.000 1.1 .oe2 2.500 1•!28 FRAME HEAD O10248 8063 -TS 1.082 P.12 .921 1.149 SILL TRACK ® 10846 6063-T5 FRAME SILL O10845 W83 -T5 p-1.548 .062 2.16 S _:.812 FRAME JAMR .aha 1.624 eta 7.662 4o- VENT SIDE RAIL O16267 610257 1.500 780 1.672 d $.062 H_D-VENT INTERLOCK Rin O 11623 8063-T6 *1.52411.9 H.D. RXEQ MEETING RAIL ® 11822 8063 -TB 943 -240 .060 SHEAR CLP //' FRAME BOTTOI CORNER1 i I m I "y. is as wmliyhuwith the Fbwide M - 11 +1 By 1?rodBM to 2012 2 O U�o s �v L aAce 0Cox crowing no. W07-59 NukH MIAA01-DADE COUNTY, FLORIDA mil PRODUCT (IDMMOL SECTION DEPAR'P I OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Ste, Room 208 BOARD AND CODE ADMIAIISTRATEON DIVISION T (78$) 315-2590 F (786) 315-2599 NOTICE OF AM"ANCE ff OA) www mlam"04 ►v/eemmy Ei viralum Indusbies, Inc. 5100 NW 72"� Avenue Miami, FL 331b5 SCOPIL: This NOA is being issued under the applicable rules and regulations governing the use of emstruction materials. 17W documentation subn ttei has been reviewed and accepted by Rftmi-Zade County RER— Prmluct Control Section to be used in Mbi—Dade County and other arm 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 Sedum (In MMM -Dade County) and/or the AHJ (in areas other than Miami­Dado County) reserve the right to have this product or matearW tested for quality assurance purposes. If this product or maid fails to perform in the accepted mama, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RML rem ves the right to revoke this acceptance, if it is determined by Haul Dale County Product Control Section that this praiuct or material fags to meet the requirements of tare 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. DESCRUrno : Series 91Nv iW Outswing Aluminum znu=u Daar — L.DLL APPROVAL Docum 1T: DrawingNo. W12-30, tilled "Series ENV 350 Outswscg Entrance Door (LALI.)r, sheets 1 through 10 of 10, dated 06108/12, with revision A dated 08123/12, pWared by A1_Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance numb and approval date by the Miami -Dade, County Product Control Section. AMNS1LE SACT RATING: Large and Small WhAe Impact Rett LABELING: Each unit sha11 bear a permanent label with the manus name ur logo, city, state, modeUserics, and following statement: "Miami Dade County Product Coftol Approve, unless otherwise nom herein. RENEWAL of this NOA shall be Considered after a renewal application has been filed, and there has been no change in the applicable building code negatively af%cting the performance of this product. T.RRhlililATION of this NOA will occur afiar the expiration date or if them has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of wW product, for mss, advertising or any otter purposes shah automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AD : The NOA number preceded by the words Miami Dade County, Florida and followed by the expiration date may be displayed in advertising litermcm. If any portion of the NOA is displayed, thea it shall be done in its entirety. INSPECTION: A copy of this etre NOA shall be -provided to the um by the manufackm or its distributors and shall be available for inspection at the job site at the request of the Build Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted demon was reviewed by Mmuel Pereay PYL NOA No. 12-07MOS Expiration Date Sept n6ear 17, 2017 Approval DaW SqAember 17, 2012 Page 1 pit iii X774 ; A. DRAWINGS 1. 111anufactu &A die drawings and sections. 2. Drawing No. W12-30, titled "Series ENV -3 50 Outswing Entrance Door (L.M-L)" sheets 1 through 10 of 10, dated. 06/08/12, with revision A dated 08/23/12, prepared by A1 -F" 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 Testy Loading per FBC TAS 202-94 3) dater Resistance Test, per PBC, TAS 202-94 4) Fond Envy Test, per FBC 2411.3.2.1, andTAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing aluminum. double entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. INTI. -6920, dates 05/19/12, signed and Wiled by Marlin D. Brinson, P.E. with addendum letters dated 09/06/12 and 09/12/12, signed by Manny Sanchez, CEO 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Aires Test, Loading per FBC TAS 202 94 3) Water Resists xv Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Test per ANSI Z97.12009 along with marked -up drawings and instatlation diagram of an aluminum, window wall system, pr%wed by Fenestration Testing Laboratory, Inc-. Test Report No. FTL-667$, dated 03/20/12, and addendum lei dated 08/23/12, all signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structAaal analysis, complying with FBG -2010, PIV4 MIMI by Al—Faarooq Corporation, dated 06118/12 and 09114/12, sWied and idled by Javad Ahmad, P.E. 2. Orlazing complies with ASTM El 300-04 D. QUALITY ASSURANCE I. Miam: Dade Department of Regulatory and Economic Resor (RER). Pradnct Control r NOA Na 1 lis Esptmf en Date: ' 179 2017 App wal Datea September 11, 2012 E-1 E&� Industries, Inc. NOVICE OF ACCEPTANCE: EVIDENCE gMff "FiUD E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNem©urs & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, euphi ft on 01/14117. 2. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNtemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer*' dated 09/08/11, expiring on 12/11/16. F. STATEMENTS i. Statement letter of conformance, complying with FBC 2010, and of no f nancial W=4 dam June 28, 2012, issued. by Al-FMXKR Corporation, signed and a" by Javad Ahmad, P.E. 2. Testing Proposal No. 10-1236 issued by Product Control, dated 12!20/10, revise! on 01/05/11, signed by Manuel Perez, P.E. G. OTHER 1. None. E_2 __ __ A�tne!Per E. Product Control E . er N©A No. 0i Expiration Date: September 17, 2017 Approval Dote: September 17, 2012 smus ENV -85 A1UWNUM OMMING EN4' MME D OR DOORS NOT APPR M FOR MALUA71ONS WHERE WATER INFO. MMON RESSTANCE IS RiANNUD, TME DOORS MAY BE USED IN CONJUNCTION WITH WMfI—OADE CCWM APPt'D LARK MISSILE IMPACT RESISTANT STOREFRONT SYSTEM. LOSER DESIGN PRMURE FM DOOR OR STOREFRONT APPROVAL WILL ABLY TO ENTIRE SYSTEM. COME REGUROMENTS FOR SAFEGURRDS MUST BE O SERVED. THIS PRODUCT NILS SEEN DESIGNED AND TESTED TO COMPLY WTTH THE RECIAiEMENTS OF THE FLORIDA SIJS.DIN4 CODE INCUM IO MON VELOCITY HUROCANE ZONE (MZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPEIO.Y 70 TTRAlVER LOADS TO THE StRIictm AtVtY SHAtIJ_AB LISTED. SPACED AS SHOWN ON OETAILB ANC�IOR$ EMSTD& T4 BAA:s3�E MATI SHALL BE BEYOND WAU. ORE9SIt4 ORR STUCCO. ACIP 0 OF 9L VtM�1DITIONS NOT SHOWN IN THEA DETAILS ARE A LOAD DURMM INCIOSE IS USED IN DESIGN OF ANCHOtIS INTO WOOD ONLY. MATiRUU S NNCUbNNti DLIT NOT LIMITED TO AL SCARg THAT CObff INTO t:OFtACT TTITH 01HER DISSSELAR MA SHALL MEET THE RE�RREMENTS FLORINM BNAtN. C0 SECTION 200 4.4. GE � '9' I/4' WAT STREIVO CLASS 09O. WM AYM euTTADITE PVB Sf Nr OR SWRYCLAS BY'I/4' NEAT MASS 791 HEAT SMD 9IASS WMAYER ��JTAME PW BY 'DUPONT' OR SENIMMAS SY 'DUPONr 7/4' NEAT SR4EN'D GIAM �IM AIR SPACE rIY4' TEMP. GLASS ImmucWho USE CFWM AS FMJM. t• OR Smw OR 7RAdV8 1 FRWt SHEET S. 2, smf ODAR ANI) rave SIZE 3, OvElu Ne Op Rum FROM SItW 2 OR 3. 4. 89= CUM M A OR AI FROM OW I. SNSw, I=OPt22t ANp MAIL. em IAS FROM eHEET 4. g. SELECT ANICHOtENO OMMON AND CORRESPONDING ANCHOR TYPE AM RLIMM OF AN*fM FROM SKEET 6. 7, SELECT ,NMB CATIONS FROM atter e. $, SELECT HINCE OP7IOI4 FROM OW 9. 9' TAKEN ASS LY drowio. W1:2-30 88 1/:r MAX. (11) ANCHORS TYPE A FRANC WION (8 ANCHORS T{PE B 8 ANCHORS TYPE C AT 50.E ENDS 3" O.C. ANON PRESSORS RATING IMPACT RATING REMARKS WHERE WATER 88TLTRATIM! TAIETIE WATER RRTLTRAM REQUIREMENT N MIOED REAM IS NOT M= LARD$ AND SMALL min" IMPACT RESISTANT SRR SHM A FOR LOCK OPTIONS AND LINPPATIONS P0391TNrE NOT APPROVED -�IQO. ! ANON PRESSORS RATING IMPACT RATING REMARKS WHERE WATER 88TLTRATIM! TAIETIE WATER RRTLTRAM REQUIREMENT N MIOED REAM IS NOT M= LARD$ AND SMALL min" IMPACT RESISTANT SRR SHM A FOR LOCK OPTIONS AND LINPPATIONS P0391TNrE NOT APPROVED -�IQO. Uaij uvAcrwE ---� 47 z/8" M LEAF 1 a Mm aLo. meas. D.L.O. HEIGHT - DOOR FRAME HEIGHT - 19.9378" D.LO. WOTH (X DOORS) p FRAME WIDTH - 12.8128" D.LO. W107H (XX DOORS) a (FRAME WOO - 21.8787/2 NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS—DEC-219 AroYrl- W12-30 S40La OR Bovw OOORB Wrm TRANBDM CAPACM - Pop HOT APPI10ED SM BAM 6023BA= RgMSPM 16 IIB012RED TRa1e/rRa14�1a wro711 N= Hum 8PTV= MR OW. a2w. 1 AMM exL(+) exr (+ . HMM W -) 37-3/4' 00 78-1/2' Om 24' 7" 7BA W 7" 7&0 3r 1110 760 40- PLO 711.0 40,3/4" M 111-1/2' Om 24" "A 78.0 ` Mr 74.0 76.0 36` 71.6 78.0 40' BOA 78.0 43-3/4' (� 97-1/2° (X 24" 742 74.0 Mr 85.4 7110 36' 61.4 7110 40° 684 764 46-3/4" (x) 83-1j2° 609 78.0 30' 68.6 111.0 36' B29 7110 60.7 1 78.0 49-3/4° 60-1jr i 4 760( 82 r24. 49.9 760 48.0 75A 37-3/4' 78-1/2'00 24' 7B2 780 30° 7110 780 8' 78.0 7110 40-3/4°91-1/2' 24" 78.0 76.0 ! 30' 734 784 36' 69.4 764 43-3/4' 00 67-1/2'24' (XX) 67.4 78.0 3r 3r 93 2 762 36' 59.3 760 40-3/0 00 83.1/2' Quo 24" 68.3 760 3r 84.8 78.0 36' 41.2 700 49-4/4" �) 99-1/2' � 24' 60.9 76.0 30° 499 M 36° 44.6 734 37-5/4° W 78-1/2' mo I 24° 780 78.0 Mr 78.0 7" 40-3j4` 010 81-1/2 (Xx) 20 74.8 76.0 Mr 70.1 78.0 434/49 87-1/2" MO 2r 86.9 MO W 800 760 48-3/4" M 83-1/2' (701) 2r 66.3 70A 30- 61.8 760 49-3/4- (11) 89-1/2' mo 20 48.2 762 30' 46.2 739 37-3 4 78-1 ` 96°4'a? k4' 76.0 78.0 /4" IW& 711043-3 4' r 76.0 46-3 a 93-1 ' r24°709 r 629 76.0 44- 4' 09-1 2- 4- 469 739 AHCa6R 84TR��2 TYR B9oA 2 eaic 2 Ee� BJTR00T muR8w. 2 '.4 S 3 4 (O/X) (0/XX) 9Wh18om err669T MM. T8A102112 Orta FAM. NOTE: GLASS CAPACITIES ON iHIS SHEET ARE BASE0 ON ASTM E1300-04_(3 SEC. CUM) AND FLORIDA BUILDING COM ISSION DECLARATORY STATEMENT OCAOS-DEC-249 W9 2-30 -HEIf3HT -im 120 IN. MAX. LEAF WIDTH m 48 IN. MAY. DESIGN LOAD - 100 PSF SEI 3 POINT BOL OK SYSTEM BY 9NTOUCK' AT 39' FROMHANDLE ACnWES O HLAO A Sp,LT AND SHOOT SOUS ENCACIPKEY OPERATED ON EXTERIOR ANO THUMB TURN ON FASTEOW TO AliIYE LEAf LOCK STB E WITH #8-3a x a OH Ms INA c n 2 POINT LOCK STPSTEM BY 'INTERLOCK' AT 39' FROM HANDLE�AC IWITES MOOT BOLTS ENOAOINO AT su PA81EliED TO DIAL K LEAF LOOK STILE WITH (2) 88-32 X 2- OH MS PANIC exlr MAX. FRAAAE OHT - 08 IN. MAX. LEAF WIDTH ® 413 IN. MAX. DEMON LOAD a 75 PSF Acnes & ffiliamR6Pt CONCEALED VERTICAL RCD PANS EXIT KVCE 8 8770 BY INEGENT WARPBARE' LOCATED AT 40' FROM BILL AT EWH CEO WTH LEAF. 8T0. � {�QINr •K MAX. FRAME HEKRHT - 120 IN. MAX. LEAF WIDTH a 48 IN. MAX. DESIGN LOAD - 100 PSF AmuR 'THREE RECENT �1LOCK Y' emu SERX22 ®1 0 91 NCOPENATEI) FROM �F AHO BOLTS O TURN AT TOP is BOTTOM OF I= STILE LOCATED AT 34' FROM SOTM OF LEAF IBA41)!lE�Ft MANUALLY OPERATED TWO POINT LOCK SYSTEM BY TOP k Balm OF LOCK MI E FLUSH BOLTS AT FASTENED WITH (2) /5-32 X 1/4' PH MAf2I(FI£ SCREWS (2) 8110 X 3 AT OK END AND 0 x i% FM SELF ORwJNO FH SELF DRILLING SCRITAS AT OTHER END OE idAX. FRAM' HW T a 120 IN. MAX. LEAF WIDTH a 48 IN. MAX. DESIGN LOAD a 100 PSF �i • � POINT i..� MAX. FRAME HE70HT - 120 IN. MAX. LEAF WIDTH m 48 IN. MAX DESIGN LDAD a 100 PSF ACiAIE -LEAF: xv AERATED THREE PONT LOOK SYSTEM BY `ADAMS MW WTH CONOFA O FLUSH SO75 AT TCP & BOTTOM OF LgCK STILE AND A THUMB TURN ON THE = Lrr AT 40' AM BOTTOM OF PANEL (2) jig -24 x t/2' FH MAom mm MAWALLBY 'ADAMSRW FLOPERATED TWO PW USH BOLTS MAT TOPBOTTOM Of I= dt FASTENED WITH STILE (2) 88-32 x 1/4- PH MCKINE SCMS Acm A INAQiTIE` LAAF: CONCFALEO tlER7tX RM PANIC W OEVICE 8 ON BY 'ADAMS RITE' LOCATED AT 40' FROM BOLL AT EACH LEAF. FASTENED WITH 10-32 X 3/r FH MACHNE SWMVS AT ONE END ANO 2) 10-24 X 1/2" PH MACHINE SCREWS AT OTHER END / �aaaa ACTME 1 I Ql1CTH► ; I AWS OE idAX. FRAM' HW T a 120 IN. MAX. LEAF WIDTH a 48 IN. MAX. DESIGN LOAD a 100 PSF �i • � POINT i..� MAX. FRAME HE70HT - 120 IN. MAX. LEAF WIDTH m 48 IN. MAX DESIGN LDAD a 100 PSF ACiAIE -LEAF: xv AERATED THREE PONT LOOK SYSTEM BY `ADAMS MW WTH CONOFA O FLUSH SO75 AT TCP & BOTTOM OF LgCK STILE AND A THUMB TURN ON THE = Lrr AT 40' AM BOTTOM OF PANEL (2) jig -24 x t/2' FH MAom mm MAWALLBY 'ADAMSRW FLOPERATED TWO PW USH BOLTS MAT TOPBOTTOM Of I= dt FASTENED WITH STILE (2) 88-32 x 1/4- PH MCKINE SCMS Acm A INAQiTIE` LAAF: CONCFALEO tlER7tX RM PANIC W OEVICE 8 ON BY 'ADAMS RITE' LOCATED AT 40' FROM BOLL AT EACH LEAF. FASTENED WITH 10-32 X 3/r FH MACHNE SWMVS AT ONE END ANO 2) 10-24 X 1/2" PH MACHINE SCREWS AT OTHER END / �aaaa ACTME MAX. if AMIGHT a 120 IN. MAX. LEAF WIDTH a 48 IN. MAX. DESIGN LOAD a 1O0 PSF ACTWE & WACM LEAF: CONCKV VERTICAL RM PANIC EXIT OWCE PREVSCN 2800 SAT LOCATED AT 40- FROM SILL(7) 1100-24 X END AND 1j ° FN MIMNK OWN AT OOTHER END w 4" Wl 2-30 =aa asa/r \ \ sI / 1/ iNFC(NE I I AL m MAX. if AMIGHT a 120 IN. MAX. LEAF WIDTH a 48 IN. MAX. DESIGN LOAD a 1O0 PSF ACTWE & WACM LEAF: CONCKV VERTICAL RM PANIC EXIT OWCE PREVSCN 2800 SAT LOCATED AT 40- FROM SILL(7) 1100-24 X END AND 1j ° FN MIMNK OWN AT OOTHER END w 4" Wl 2-30 & OBT 16Y WOOD TE SIIETtT NO1) OOQ'$lll.`CBh��a. `. 1. r 09 WOOD BUCKS AND METAL STRUCTURE NOT BY ENYIRALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TICAL ANCRi,1;RS: SEE no. FOR SPACING IZ4! CIA ULTRACON By (FU -177 KSI. FY -158 00 INTO 2BY w008 BUCKS OR wow STTRICTUREs WITH 1-1/2" MMI. PENETRATION INTO WOOD THRU iffy WOOD BILKS INTO CONCRETE WITH 1-1/4" MM. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4" MIN, EMBED INTO CONC. OR MASONRY INTO CONORETE AND MASONRY a 2-1/2" MIN. LINT- WOOD w! TURF^ r MIN. r—lia,-,----— --- — --:= fi/WgP OM LUBM a 'ELCQ(Fa-177 K61, FY -188 KS) INTO WOOD STRUCTURES WITH 1-7/0" MIN. PENEMATION INTO WOOD THRU /BY OR 20Y WOOD BUCKS INTO CONCRETE WITH 1-1/4- MIN. EMSE- UNTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY WON 1-1/4" MIN. EMBED INTO CONC. OR MASONRY MCHM ENE IHATANCES INTO CONCRETE AND MASONRY - 3" AIN, UNTO WOOD STRUCTURE o 1-1/4" MIN. — — — r.. ..._.-----_ ia Ile DIA, S v amum Sari m S= (-RADE 8 cpm) I IWtO METAL STRUCTURES t STEEL 1 12 TTA. MIN. (Fy a 36 KSI MIN.) T ALUMINUM s 1/0" THK. MIN. (6063 -TB MIN.) (STEEL IN CONTACT WITH AI:UMMINNUM TO BE PLATED OR PAINTIM) NNTO METAL STRUCTURE n 1/2" MIN. CONCRETE AT HEAD, SILL OR &MBS 1 e - 3000 PSI MIN. C-90 HOLLOW/MLED BLOCK AT JAMBS Pro a 2000 ISM MIN. TYPICAL ANCHORs 09 A h lic � � �F—••-�-- ���;�i�:^--,-r_. i Esc:—�,.-,r-`.*"a! � 7 ��accr�;.^': - i c I�' _ w w I � ^� + 1�L 1 J Y+A t Y 6 rem. 5, -44W - - ,.� Q FRAME HERD x000 .084 Q 50 .tag .1x9 400 ,.OLS ,.889 m tel ° a.ta9 17 GUIDE CHANNEL 780 .170 20110 FOR TOP & BOTTOM PIN , 1.780 .187 1994 Q TOP RAIL 18 O ALT. FRAME JAMB STEEL CHANNEL REW. .1884 25 4800 .195— x80 .078 .078 34 Ue FRAME JAMB .084 1x8 S 8.100 t.aso W 14 .402 .Otto LA 7 to TRANSOM SASH oil to is FLAT FILLER O BOTTOM 2eoe RAIL, 1.402 t .188 t 68a ..sae 848 .8H0 .088 3913 18a7 tt THRESHOLD f»1.054to M4.=5W SHEAR BLACK .1 Y!4 t 86x 487 to Q HINGE STILE -----� 0 t. ` TWRESHOLD/DOOR STOP COVER 3.990 1x9 2000 GLASS STOP (LAIR. CLASS, i t.ttxa t.a� to Q DOOR STOP 1SQ0 a30 187 t.tte7 9R plA P5 i ! a Mfb D a .Baa GUM esa 4 W 12-+30 a sas E les a ADA THRESHOLD RAMP O LOCK STILE O 13 GLASS STOP (INSUL. LAM. GLASS, STILE REINFORCEMENT 4 0 i EMQNN ..441' 4" X 4-1/2' X .130" THK. Sr. STEEL KNUCKLE HINGE SERIES 4001 BY 'REGENT HARDWARE' 3 PER LEAF TOP/BOTTOM HINGES AT 7' FROM EACH END CENTER HINGE AT MIOSPAN FASTENED TO FRAME JAMB WITH (4) 12-24 X 1/2" FH MS DOOR STILE WiTH (4) 12-24 X i/2' FH MS O NO. PART =11911 qUAKM usleallomm PPRd i ENV -361 i/ tPAF 70P PAIL 8083-T6 ENYVAMM 2 EW --362 1/ LEAF BQTm RCS. X83-Tfi ENY6PALUM 3 ENV -363 I/ 'LEAF Hot 8768 8063-78 R APALUM 4 EW --364 1 UFAF LOCK STILE 8083-T8 ENVBfA m 6 EAN-360, 2/ CMJAMB X83 -•T8 ENVHVAMU BA m OO4R ALT. FRAME JAMB 6063-T8 DRIWA M 8 ENV -358 1/ 0008 FRAIAS NEAR X83 -Ts DMRWN 7 ENV -367 4 LBE CLASS SW QNSIAAM MASS) 8063-T8 ENWM A 6 ENY-368 4 Ln 01A88 BTS (LAMINATED CLASS) 61167 -TB EM RA" 0 ENY-368 AB R600. AOA 7KVMH= PAEP 8083-T8 WMAUN 10 ENV -3610 AS RUM. TH LD STOP COM 8Q83 -T8 BPpRRN M it W-3511 11 OM THRESIM 8069-111 EMARALARI 18 ENV -3612 DW DOOR STOP 8069 -TB 010MUM 13 9NV-3613 AS M. 870.E ROEMENi', HIM. FOR DOM AWA 8 Pi. PEON 6089-18 R RAWM 14 0 -3619 4 TRANSQM iwxm SASH 8083 -TB HNVvuw 18 ENV -SM AS RM% 1' X 4-1/8° k 1' X 3/18" TOM. L2lANNIX mm BN PALUM 18 Brut -3618 1 LEAF' OMS4ER SHEAR mm UU-TB RBSMWdMd 17 D -Ml LFAF OM OtiArM RM TOP & BOTTOM PIN 60¢.9-78 VAGIA1101 1B OW -464 A4 NAM PUT SNAP, 3" LONG 8088-T8 CNMW iHIt 16 20 at %w -w AS Rte. MMUR GASKET BPWP CLAM IMAM PROPAIS 22 ENV -4i08 AS 00. "AM GASKET EPWP MA2S+Hi RUBM PR== 23 BNV-8801 1/ QIMBTEB POW a" BETE= BLOM Dulto ETER 70A6 EPWL MAZ8�10 KIM PRODUCTS 24 ENVY -002 1/ 4uom Pw s/6° x t -1/a" X 2' SffW MOCAS, MMA00 7046 EPDM OA2iN0 WOW PR== a 00 781 AS MqO. MAM COMPOIMiD saxA NE mm CORNING 26 aE Beg= AS IM. MATING *CUM= SI MIM 0E MOMENTIVE 27 012 X 1-1/2 4/ CORNER FRAW ASSEIrELY 8C1ZEWs ST. STEEL BWH sum, AT 18' O.O. 28 0s X 8 8" AS RVA TRMISOM SASH BOREWB W. STEEL. AT 3" FROM PW & 12" O R 28 0B x 6/8" AS PAW. Oft STOP ASSEMBLY $CREWS, 0 3" FROM INDS d4 2O" O.C. Sr. STM RIM Sub 30 ENV-BPt 2/ How KINE SA0KLK0 PLATE, 1-1/2- X 11,r TFSi. X 8-3/r LONG AMM" - 31 4001 3/ LFAF 4-1 X 4 BOTT MM ST, sum REOM HARDWARE 32 M.-21 1/ LEAF CONT. BAR HUZ ALAIMMUM SELECT PRODUCTS W. 32A pawb-Fs 1 LEAF ana. am HMm AUJMU d. PE48L0 33 1/4-20 X 1'10/ CORM W=K ABSTLM8I.Y or STEEL "a HEAD BOLT W WASM 34 EW"Q01 AB FOS mom WSW OW GA2110 RUBW PROOMS 36 36 37 ENV-WPi As RE40. mm PaE SfBTWPPIIO llblpsAL YAM ULTRAFAB 36 VW-4VP2 AS RE P. WOO.:P0.E 1V8TR3 wn; TRI.OBM. raRN IiITIWFIB 38 ow -at AS BLAB OWPiZ, (.476 810.8 W/ FLAP X .270 BIG EPWI ULTRAFAS OPTIIJN 442: CONTINUOUS MR ALUMINUM HINGE PEMKO-FS & SELECT SL -21 FASTENED TO FRAME JAMB WITH #12 X 3/4" FH SCREWS AT 8' O.C. DOOR STILE WITH 1/4-20 X 1-1/4' FH MS WITH SEX BOLT AT S' O.C. SEALAM ALL FRAME CORNERS, JOINTS. MULLION SEAMS AND PERIMETER OF GLAZING SEAR TO FRAME SEALED WiTH SILICONE SEALANT. 'iY'/✓t%�fi e ,i Y,,,tdf.Y/r •,.FES _ :.I PA a F U 0 W12 -SU �1 J NE Ad9 e+0 X 3314V � ER /w rMihA.4 ��.CX•�flrl'7Cd� W z