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HomeMy WebLinkAboutProduct Approval MIAMMAD ngntl-DARE COUNTY,FLORIDA r PRODUCT Corfmol,SECTION DEPARTMENT OF REGULATORY AND ECONO REyS�UegA ) 11805 SW 26 Street,Room 208 BOARD AND CODE ADbWM9STRATION.D"1+4 T(786)315-2590 F(186)315-2599 NOTICE OF ACCEPTANCE A . 9 www.miamidadr_zWeconomyAPR . 1110 Ability Windows Corp. Y " 1390 B HamzaoadviUe Road T; c44rit+, Pompano Beach,FL.33069 — — - SCOPE: This NOA is being issued under the.applicable rules and. regulations governing the use of construction materials. The documentation submitted has been reviewed and-accepted by Miami Dade County RER- Product Control Section to be used.in Miami--Dade County and other areas where•allowed by the Authority Having Jurisdiction(AHJ). This NOA shall•not be vab fter the'expiration date stated below. The Miami.-Dade County Product Control Section(In Miami=Dad County)andl 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 AIU 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 Muni--Dade County Product Control Section that this product or material fads 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"910"Alumiinum Single Hung Window-N.L APPROVAL.DOCUMENT:.Drawing No. ;f titled "Series 910 Aluminum Single Hung Wdw. (N.I.)", sheets 1 through 4 of 4, dated 05!09!06,:with revision C dated 04!26/18, prepared by Al•-Pairooq 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 Miam_iN-Dade County Product Control Section. Y, MISSILE IMPACT RATING:None.. t LABELING: Each unit shall.bear a permanent label with the manufactu e?s name or logo,.city, state, series, and following'.statement: "Miami-Dade County..Product Control Approved",unless otherwise noted fit« herein. RENEWAL.of this NOA shall be considered aftei-ai renewal applicatign has been Med.and there has been no change in the applicable building code negativelyaffecting 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.tenninate this NOA.Failure.LL " to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTLSnMNT: The NOA number.preceded'by the words Miami-Dade County,'Florida,-and.'. followed.by the expiration date may b. e 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 proyided to'.the user by the .manufactwcer 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 No.16-1216.04-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. Expiration.Date: Apra Approval Date: Page I t AWfihv Windows Corry. t NOTICE OF ACCEPTANCE: L) kENCE SUBMITTED 1. EVIDENCE SUBIVHnPED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.431020.01 and 00-0919.04) 2. Drawing No.W06-35,35,titled"Series 910 Aluminum Single Hung TrVdw. (N.I.y, sheets 1 through 4 of 4, dated 05/09/06, with revision B dated.09!30/15,..prepared b-, Al Farooq.Corporation,signed and sealed by Javad Amxad,P.E. (Submitted under NOA No. 151027.05) B. TESTS l 1. Test reports on: :I)Air Infiltration Test,per FBC,TAS 202-94 '2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-F4 3)'(dater Resistance Test,per FBC,TAS 202-94 .4)Forced Entry Test,per FBC 3603.2(b) and TAS 242-94 along with marked-up drawings and installation diagram of.one specimen of 5 -118" wide x 76-3/4" high aluminum single hung window with" spring loaded sill ocks, prepared.by.Fenestration Testing Laboratory, Inc. Test Report No. FTL-3954, dated 10/08/03,signed and sealed by Edmundo J.Largaespada,P.E. a. (Submitted under NOA No.. 03-1020.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test;Loading per FBC TAS 2.02-94. 3)Water.Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of three specimens 11f 54" wide x 90". high aluminum single,hung windows, prepared by Fenestration I esting Laboratory, Inc. Test Report No. FTL-2551, dated_02/21/2000, signed and sea ed by Aldo P.Gonzalez,P.E. (Submitted under NOA No. 00-0919.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20 94 2)'Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a 37"wide x 63"hi aluminum single hung window with 1/8"annealed glass,prepared by Fenestrati Testing Laboratory,Inc. Test Report No.FTL-2552,dated 02/16/2000,.signed ' id sealed by Aldo P. Gonzalez,P.E. (SubmUted under NOA No. 00-0919.04) Manuel Per PM Product Control E finer NOA No.19-0 14.09 Expiration Date: April 1 2023 x9pproval Date: E-1' . 9 Ability Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBAHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Mar ufacturer's die drawings and sections. (Submitted underNOA's No. 03-1020.01 and 00-0919.04) 2. Drawing No.W06-35,titled"Series 910 Aluminum Single Hung Wdw. (N.I.)",sheets 1 through 4 of 4, dated 05109/06, with revision B dated 09/30/15, prepared b V Al-- Farooq.Corporation, signed and sealed by Javad Abmad,P.B. (Submitted under NOA No. 15-102 7.05) 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 4 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94. along with marked-up drawings and installation diagram of one specimen of 5 -1/8" wide x 76-3/4" high aluminum single hung window with spring loaded sill ocks, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-3954, dated 10/08/03,signed and sealed by Edmundo•J. Largaespada,P.E. (Submitted under NOA No. 03-1020.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 2.02 94 3)Water Resistance Test,per FBC,TAS,202-94 4)Forced Entry Test,per FBC 3603:2(b) and TAS 202-94 a along with marked-up drawings and installation diagram of three specimens of 54" wide x 90" high aluminum single 'hung windows, prepared by Fenestration esting Laboratory,Inc. Test Report No. FTI.-2551., dated 02/21/2000, signed and.se ,ed by Aldo P. Gonzalez,P:E. (Submitted under NOA No. 00-0919.04) . 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202t94' 2)Water Resistance Test,per FBC,TAS 202-94 along with marked-ttp drawings and installation diagram of a 37"wide x.63"hi aluminum:single hung window with 1/8"annealed glass,prepared by Fenestrati Testing Laboratory,Inc:Test Report No.FTL-2552,dated 02/16/2000, signed a id sealed by Aldo P. Gonzalez,RE: (Submitted under NOA No. 00-0919.04) Manuel Pere P.E. Product Control Exaniner NOA No.18-0 14.09 Expiradoa Date:.April 12;2023 Approval Date: E-1. 3 3 Ability Windows Corn. ' NOTICE OF ACCEPTANCE: EVIi)ENCE SUB3IAII MID b B. . TESTS(CoNT v a)) 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 53-1/8" wide x 7 -3/4" high aluminum single hung window with 3/16" am. glass, prepared by Fenest ration Testing Laboratory, Inc. Test Report No. F L-2586, dated 02/21/2000, signe I and sealed by.Aldo P. Gonzalez,P.E. (Submi#ted under NOA No. 00-0919.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC 50 Edi`tiori(2014),dated 09/29/15,prepared by AlFarooq Corporatiop,signed and seated by Javad'Ahmad,P.E. (Submitted under NOA No. 15:1027.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Mami-Dade Department of Regulatory and Economic Resources(RER).' E. MATERIAL CERTIFICA'T'IONS 1. None. F. STATEMENTS 4 I. Statement letter of conformance, complying with FBC-5*Edition (2014), and of no financial interest,dated September 29,2015,issued by Al-Farooq Corporation, igned and sealed by Javad Ahmad,P.E. 2. Letter of request for an 1-year extension to. allow time to perform verification test, dated 09/29/15, issued on behalf of the manufacturer, by Al Farooq Corpo tion, signed and sealed by Javad Ahmad,P.E. 3. Testing agreement letter,dated 10/16/15 between American Test Lab of South F orida (ATI)and Ability Windows LLC,to perform verification test to renew their Seri s "910"Aluminum Single Hung.Window—N.I.,-issued by ATI and signed by Ton y Porceilo,President. 4. Laboratory compliance letter for Test Report No. FTL-3954, issued by FenesTation Testing- Laboratory, Inc., dated 10/08/03, signed and sealed by Edmui do J. Largaespada,P.E. (Suomi#ed under NOA No. 03-1020.0.1) Manuel Pere P.E. Product Control Em mWer NOA No.19-6 14.09 Expiration Date: April 1 ,2023 Approva Date: E-2 ' 1 Ability Windrows-Corm. . NOTICE OF ACCEPTANCE; E4ENCE SUBMITTED F. STATEMEN'T'S(cowxtvm) 5. Laboratory compliance letter for Test Reports No.FTL-2551 dated 02121/00, FT1-2552 dated 42/16/40, and FTL-2586 dated 02/21/00, all issued by Fenest ation Testing Laboratory,Inc.,all signed and sealed by Aldo P.Gonzalez,P.E. (Subndded under NOA No.00-0919.04) 6. Letter from manufacturer requesting a 1-year extension to allow time to complete the ongoing verification test,dated 04120/17,signed by Maria Altamuro. G. = OTOERS 1. Notice of Aco4tance No. 15-1427.05, issued to Ability-Windows Corp. for their Scrks. "910" Aluminum Single Hung 'Window — N.I., approved on 04/07/1 and expiating on.0442/17. 2. One year approval,subjected to successful:verification test. Manuel Per P.E. Product Control iner' NOA No.1.8-0 14.09 Expiration Date: Apid 2023 Approva Date. E-3 Ability Windows Corp. ' NOTICE OF ACCEPTANCE: MDENCE SUBIVHTTED 2. NEW EVIDENCE SUBMITTED A.* DRAWINGS 1. Drawing No.W06-35,titled"Series 910 Aluminum Single Hung Wdw.(N.I.)",E heets 1 through 4--of 4,dated 05/09/06,with revision C dated 04/26/18,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. $. TESTS 1. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 , )Uniform Static Air.Pressure Test,Loading per FBC TAS 202 4 Water Resistance Test,per FBC,TAS 202-94 ' 4)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of one specimen of 5 -1/8." wide x 63"high aluminum single hung window with spring loaded'sill locks,-prared. by American Test Lab of South Florida Test Report No. ATLSF-1219.01-16, dated 04/13/18,revision#l,signed and sealed by.Stephen Warter,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 6 11 Edition (2017),dated 05/14/18,prepared by Al Farooq Corporation,signed and sealed by Jawad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS' 1. Statement Letter of conformance,complying with FBC 61h Edition(2017),and of no financial interest,dated May 2,2018,issued by Al-Farooq Corporation,signed ands ed by Javad Ahmad,PE. G. OTHERS I. Notice of Acceptance No. 164216.04,issued to Ability Windows Corp. for the' Series"910"Aluminum Single Hung Window—N.I.,approved on 05/04/17 and expiring on 04/12/18. Manuel Per ;P.E. Product Control Exa niner NOA No.18;0 14.09. Expiration Date: April 12,1023 Approval Date- E-4 M� .DEMON LOAD WACITY- PSF DESIGN LOAD CAPACITY- BSP .. t.� WINDOW DNS.. LASS TYPE'A' SS TYPE'E'GLASS TYPIC C GnL58 SS"IYPB' 531/s.. WIDIH I HEIGHT W--(+)I1,R',(-) W(+)+}INT.(-) EW.(+)1NQ-) WIDTH HEIGHT E#f.(+) INT.(-) Ef Q+)IW.(-) p(C(+)1Nt.(-) - . 19-1/6' 48.2 1 72.0 482_ 720 4112 1 724 '24" 48.2 72.0 48.2 72.0 48.2 72.0 50 1!$` ' 26-ij2' 58,2 720 482 M.0 .48.2 72.4� X. 49.2 72.4 !I8.2 720 48.2 72.D O.L. OPG, (fGCfG)' j ro 37` (3) 46.2 720 4&3 720 482 72.0 36' �, 0.2 72O 482 72.4 49.2 72.0 (SU FALSE.8� I y �� ; � 45` - 48.2 729 48.2 72.0 48.2 724 42" (4) 48.2 58,7 48.2 72.0 48_22 726 2 m ' 53-1/8' 48.2 72.0 48.2 720 48,2 72.0 46" 48.2 51.1 48,2' 894 -48.2 89,$ I6-1/8' 48,2 72.0 48.2 72.0 48.2 72.4 48' 48.2 48,3 482 85.9 48.2 65.5 26-rl2' 482 72.0 48.2 72.0 492 M.a 82' - 48.2 58,3 482 1 DO-3.I i• G 38-7/6` 46.2 72.0 48.2 720 48.2 720 24' 48,2 72.0 48.2 72.0 1 482 720 D ii it I 48.2 60.2 48.2 1 720 48.2 72.0 30 ' 46„2 72.0 48.2 720 48.2 729 o i 53-1/6` 48.2 53.2 49.2 682 48.2 86.2 38' �, 46R 64.7 48.2 72.0 492 720 { J = `-�, 1H-1/6' 48.2 it 72.0 48,2' 72O 48.2 729 42" - 48.2 70.3 48.2 7D.3 ` " ,/r it q G q 26-if2" 48,2 7Zq 48.2 7ZD +18,2 72.R ,�. {4} 48.2 0i,2 48.x K2 37', (41 48.2 09.4 48.2 72.D 48.2 72.0 - 48.2 57.5 48.2 57,6 45' - - 46.2 69.5 483 80.5 52' - ^ 48.2 51.3 48:2 61.3 53-1J6' -~ - 48.2 55.0 •483 55.6 24' 48.2 70.5 48.2 72q 48.2 72.0 , It 48.2 72.0 482 72.0 49.2 72d 7b' 72' 46,.2 64.2 4&2 ?2A 4112 72.0 26-1/2' 63, 48.2 720. 48.2 72.0 482 72.4 36' - - 48.2 72.0 37' (5) 48.2 615 46.2 72.0 482 72A 42' (S) 48.2 85.8 I 48.2 45' - - 48.2 1 618 48.2 61.6 46" 53-1/6'. - 48.2 48.4 48,2 1 45.4 ()NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB 19-}/a' 48.2 72.0 48.2 72.0 48.2 1 72.0 26-112' 74-•1/4' 46.2 65.0 482 72tl 4L2 7247 37' - 48.2 72.0 48,2 720 7�MAX- x 4 gQ a (8) 48 3/4' KAD/5RL �»�') t 46.2 589 48.2 58A NOTE: 0.L.OPG. VENi) CORNER$ O A t') ()N0,UL PARENTHESIS INDICATE NO.OF ANCHORS PER BAMS GLASS CAPACITIES ON THIS SHEET ARE ST, GS 0.S(� BASED ON ASTM Et300^0S (3 SEG. GUSTS) VERT WDTN 3 AND FLORIDA BUILDING COMMISSION 0 E e DECLARATORY STATEMENT OCAOS-DEC-219 TYPICAL, ELEVADON r , a SERIES 910 ALU Nil $TNG � H,�) iY '�Y0 . ,�G s WINDOWS NOT RATED FOR IMPACT. _�`R'�^ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. INSTALLATION OF THIS PROGUGT 114 THE HVHZ AREA REQUIRES THE; USE'OF,APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES Q!20 r APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMPLYING WITH HVHZ REQUMMENTS, COMBINATIONS OF S.H,/S.H. OR SINGLE HUNG WITH OTHERINSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING THE APPLICABLE REOUIREMENI'S FOR WIND BORNE DEBRIS PROTECTION, ML4MI-OAD€COUNTY APPROVED MULLIONS IN BETWEEN. LOWER.DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/6'ANN. GLASS 3/19"ANN.GLASS 3Jt8'TEMP.CLASS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILICONE ffi SILICONE F ,\ R R Q REQUIREMENTS OF THE 2017(6TH EDITION)FLORIDA BUILDING CODE TREMGLAZE 5-500 TREMOLAZE S-DOD SRIQDNE C p 01CLUDL`1G HIGH VROCI7Y HURRICANE ZONE(HVHZ). DOWSE.099 DOWSIL ago d0YWf5IL 99 S-900 $. }BY OR'2HY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE 4 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS t n TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DEEALS MONOLITHIC GLASS ° g^ AND INSTALLED PER MAtUF'S INSTRUCTIONS. SPECIFIED EMBEOME'NT TO= 111 °1 8 a MATERIAL,SHALT. BE BEYOND WALL DRESSING OR STUCCO, 17 OTNNa Es WIDER NLY 17 N UTEOS_WIDER r7 ON UTEE WIDER NON-IMI)3irACT. o „ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3THAN 36'ONLY st I It r ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STE�L/METAL SCREWS,THAT GLAD$ 'I°YPE 'A' �,�ifi• �T,,* "g' G ,A u ••., � $ p B COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -TpR }G` LDG Z. REQUIREMENTS OF THE 2017 FLORIDA B .CODE&ADOPTED STANIPMOS. TOM THIS PRODUCT APPROVAL'is GENERIC AND DOES NOT PROVIDE INFORMATION GLAZING pPTTONS � FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS,PRODUCT,ADEQUACY J By 14,281 ' OF STRUCTURE RECEMNO THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. YE OF OONOTTIONS NOT SHOWN IN 7111S DRAWING ARE TO BE ANALYZED SEPARATELY, �r�'•FLORLtii; �°�. `i;; r"' a ANG TO BE REVIEWED BY BUILDING OFFICIAL. �iS ...... �C?��` S . TYPICAL ANCHORS TYPICAL ANCHORS 1Bf S-.y�.y�. SEE ELEV.N©,,,,.�......,..., af0M5WWIN0..•,..—,.. .........,.............a....._.....�. .....,..�..-._ ;r..• MIAMI—DADS COUNTY'APPROVE{) .� a- a•;, EDGE 15T. •- EOCE METAL MULLION k MULLION ANCHORS EDI�StE. 4 • a, x d• 'I DIST. SiRUCLuftE SEE SEPARATE NOA 0 K - _4. d'' G 9 a 8 . w. a g A � '1YPICAL ANCHORS ��S£E E iiSEE Ems' FOR-SPACING ii FOR SPACING 0 l h i WOOD BUCKS AND METAL STRUCTURE NOT BY ABILITY WOW. gg fit( 6 i MUST SUSTAIN LOADS IMPOSED BY GLAZINGSYSTEM L� g ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. J Q . j 5EALANTS: TYPICAL ANCHORS: SEE ELEV,FOR WACNO ;i ALL Jaws AND FRAME CONNECTIONS SEALED WITH 14C DIA, U TRACON BY 'EL CO' (FU-177 KS+,FY-155 KS) ={ n SEAM SEALER. INTO 26Y WOOD BUCKS'OR WOOD.STRUCTURES n Ii SWFEE'LOCK 1-1/2" MIN.'PENETRATION WTO WOOD (HEAD/SILL/JAMBS) V� T eTONaoK'LOCK WERPHOLE THRU 1BY SUCKS IN70 CONC.OR BLOCKS WI = 1/2" LONG NOTCH AT EACH END 1-1/4'MIN: EMBED INTO CONCRETE(I-IM/SILL/JAMBS) $ ��'1-1/4"MIN. EMBED INTO BLOCKS (JAMBS) tem . DIRECTLY INTO CONCRETE OR BLOCKS 9 °-B1-1/4"MN• EMBED 1NT0 CONCRETE (NEAR/SH.L/JAMBSI 1-1/4" MIN. EMBED INTO GROUT--FILLED BLOCKS (JAMIRS) zs 4 a S St:F- Rt I TNG SCREWS ORALE 2 CRS) vl 14 M BSS ( co m j t4 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) x ^ (3).THRFADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 80 STEEL: I STEEL: 1/e THK. MIN. (Fy - 36 KSI MIN.) �rL° t J Iw ij (STEEL.IN CONTACT NTD1 ALUMWUM 10 BE PLAYED OR PA1NTiD) I. J19 RLC OR'SUEe RIILING __S�CgM(ORALE 2 CRS) i IWO MLAM14DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS B I-'. ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) (SIO SH!MS) 'STEEL- 1/8"THK. MIN. (Fy,- 36 KSI MIN.) (NO SHIMS) R II ' (STEEL IN CONTACT IM ALUMINUMTO BE PLATED OR PAINTED), Q aqq� i; MCAL ANCHORS CRITICAL EDGE DISTANCE i P SEE Em INTO CONCRETE AND BLOCKS - 2-1/2'MIN. i' FOR SPACING INTO WOOD STRUCTURE i" MIN, e i INTO METAL STRUCTURE - 3/4"-MN. Wt # SBY WOOD AT MD,SILL OR JAMBS SG a 0.55 MIN. 13 µ 'BUCK CONCRETE'AT HEAD.SILL OR JAMBS f'e =3000 PSI MN. 8 8 3 3 Y C-90 HOLLOW/f1L1ED BLOCK AT JAMBS I'm- 2600 PSI MIN. � ql .. I. ne' e a a. � 70692 ••.�. Li �wtc14,201ANCHORSPNGLORs iStd�, Odrawing no. FOR SPACING SEE ELIEV. ��$"�� FOR SPACING ° olna: p�. W06-35 EDGE 01ST. EDGE 01ST, Al All til' LYYA� eAoat of 4 - I mu B PART i Mo. D2SCRD:170N MATEtt[AL MA71P./SUPPL4ERfR£MAR69 1i. �1► . t 2 TM-117 2 FRNAE JAMS 8063-TO r 3 TM-tt4 1 EW@AE SNL 6003-T0 - 4 - GW-38125 i FU(ED Mrs.RAN. $ 7M-113. ! 5R7.VENT TOP RAIL 0003-T8 - a .. 6 TM-112 '1. VM BOTTOM RAL 0003-T8 7 OW-31808 2 VENT ims 6063-TB - ,t 6 TM-118 VVENT. SWEEP LOCK Q.9'FROM ENDS em-T0 - Mayr int s• 0.1 OB X 3f4' �,2/LOCX WOK FASTMT4 ST GTE£L FH W 4 1L S1 - 2/VENT SPRING WADED ROOK LACK O 0'FROM ENDS 600'3-T6 ^ V Rig 9 05^273 AS OECD. ROIL FONAM OWING'BEADALUMAIUA7 .. I p Q, TYPICAL ANCHORS 4AtnMt-GAGE COUNTY BEE 1O - 2 win STOP(3-1/4"IONO) ALUMINUM - •13 Et£Y. APPR.D MULLION FOR SPACING 11 - 2 SPWAL BALM" - CAIAWEIt SEE SEPARATE NOA „ 12 -- 4 VENT GUIDE PLASOC I- Av-0328 AS REOD. BULB WEATNERS'1RIP -MMAIAERICIl1 VINYL S 14 W23231 AS REOD. FIN SEAT.PILE WEATHERSTR . WOOL ULTRAFAS $ 16 #10 X 1" AS REOD, F17AMEf1¢IiT ASSEMBLY SCREWS CRS PN SMS .._- - 17. AS PiEOG. SETTING BLOCKS-AT 1 4 POINTS EPDM DUROMETER 80*5 SNORE A r. �M v EXTERIOR ; iz WINDOW MOTH VANDOW WiDT1i C .' E0 Q0 TYPICAL ANCHORS E TIV 1fS'MAX. L� tf4,MNt 1/4'SHIM FOUR 5{p CINO 0. SH44 VENT WIDTH SHIMSMAX. g D.L M. TYPICAL ANCHORS u C 7 SEE Em. 25Y W BUCK C fes`'••--." p.r FOR SPACING OR 4 1 k 10 f 1 .q.. WOO STRUCTUREMET c STRUCTURE Vk I 2ffi B EXTERIOR > •C�m� 2 . St111 1 !tr f 4 O.L OPO.(i1XED) WINDOW WIDTH * „ 1SY _ ¢ Tm d i ANCHOSEE RS WOOD Bum p 14,20# �` a FOR SPACING @pP drowir>g no. t111tt 1 11t aheOt 3 ci 4 5y , G 1 i. '• TUS 3yf4w 1N1! Mum IW IWO.��hy � LES t--1 094• -oa 6utuwp '�B�OZ't+1 � 006'{ If n m a o850'Z HOW HM o et 9 3Wtldd tte' 694{ S5�' trt9' L90' ZHH' a - cba' Tj NIB uIr / 4-696' 1{t+2J dQl W3h'qL5 l J Iml Sats HSPS Q y OSL' 094' ZOO' N m n Z90' �0► mHS9- 05c{ v w q,� � '1N8 JHU33tH 03XE3 LY6' u 3 S 6tct 05'0' gOD't o ori'L qqI MH 3VCVW� F � ` � t or�• f v a � 5Z9 L88' d a!{4N