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REV-17-23 Miami Shores Village ''T '� ,rF Building Department JAN 05 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 9-1 1_ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 Iq BUILDING Master Permit No. z5iz.) PERMIT APPLICATION sub Permit No. Pt\4 I BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION SHOP } Q f c CONTRACTOR DRAWINGS JOB ADDRESS: ► 1 U C City: Miami Shores County: Miami Dade Zip: 1 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type 51"oad: Construction Type: Flood Zone: BFE: FFE: OWNER:NameFee Simple Titleh er): �k I - Phone#: l�L� L/nC Address- /� City: ( rz I� � -' -Z-., State: ` Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR::Company Naam�e:t Lb �� (��' Phone#: 3(D5 � Address: SCJ, `�� �1w , U City: p1C-t *-'Tl Sta e:_� Zip: Qualifier Name: (V � Phone# � State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 00 Square/Linear Footage of Work: IpaQ` Type of Work: ❑ A ition Alteration ❑ New ❑ Repair R place ❑ Demolitipn �~ Description of Work: c� � � /V a P 004t,". k'M��.;IINcyDQ I t"�Y t�3nt%i€kc<�r,.R;.. colorofcpntErut ;fySpeci04 Submittal CCF$ } r � 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) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 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 comment nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th a sence of such posted notice, the inspection will not be approved and a r inspection fee will be charged. ., Signature Signature ER or AGENT NTRACTOR ' The foregoing instrument was acknowledged before me this The foregoing instru was acknowledged before me this 0—day of J A J JA 4-l" 20 4 by 04 day of 20 13 ,by I-0-d NT15T who is personally known to LUIS L47– ,who is personally known to me or who has produced as me or who has produced as identification and who did tak an oath. identification and who did take a oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: NOfi►r •Iiw of FloInv rlds Seal: Co— APPROVED Nobry Ne•�IIbMiMNW Seal: 04665 MY C"O.bOM Nov 14,2020 �h Cep. NMr N, 0 _ �nbd NOW Way Am. Nl�M6 ,. BY Plans Examiner Zoning Structural Review• Clerk F` (Revised02/24/2014) INESy A - PROF UtATIQN ' '" GGC151480 'Q512212Q16- `CERTiFIED;GEIfN U{ JRAL-�EONTRA�CTOR Y --`GOIVZRLEZ; L` gE A.8 REMODEL'INC;IN.' TIFI.ED,�under thee provisions-of Ch.48-9 FS. '^ �"E3cp tion date :FAUG 31,2018 L1605220001000 h-DEPARTMENT-OF.BgSINESS AICD - -.PROFCS`SI NAS?FZ�GUL`.ATI.ON CFC1428397 =' rSC�ED =0512212016 _ _ , ,CERTIFIED:PEUMB�,VC+CON FMCT0F , GONZALE4.cUIS4E -XB REMODECINC,'It�J, IS CERTIFIED.-under the provisions-of Ch.489 FS. { _Expiration dater.:•AUG 31,..2018, 11605220000954 --s..—�.__,-....�.,�...01.(®1ax�rffiLa.=rv.eV•.�a.?..�'..�''�'��-'e.�i+ ��"'".�y.'�{ .eco d CERTIFICATE OF LIABILITY INSURANCE 7DATE 1/10/201 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE A/C,No,Ext): 600 277-1620 X4600 FAX A/C No): 27 797-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURER(S)AFFORDING COVERAGE NAIL# Clearwater FL 33756 INSURER A: Frank Winston Crum Insurance Company 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F A-B Remodeling,Inc. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 374076 REVISION NUMBER: 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSRD WVp (MMIDDNYYY) (MMIDD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES o=Lwn Ce f MED EXP(Any ons pe ) f PERSONAL 8 ADV INJURY f P T AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE f POLICY a PROJECT ED— PRODUCTS-COMPDP AGO f OTHER: f AUTOMOBILE LIABILITY COMBINED SINGLE LIMB f ANY AUTO OWNED AUTOS SCHEDULED BODILY INJURY Par eon f ONLY AUTOS BODILY INJURY(Per accident) f HIRED AUTOS NON-OWNED PROPERTY DAMAGE f ONLY AUTOS ONLY Pa S UMBRELLA LIAB OCCUR EACH OCURRENCE S EXCESS LIAR HCLAIMS-MADE AGGREGATE It DED I RETENTION f f WORKERS COMPENSATION AND WC201700000 01/01/2017 01/01/2018 7( PERIoTH A EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETORIPARTNERM(ECUTNE OFFICERIMEMBER EXCLUDED? Q N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory In NH) If yea,dewi6e under E.L.DISEASE-EA EMPLOYEE $1.000.000 DESCRIPTION OF OPERATIONS below DISEASE-POLICYMMR DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Effective 05/04/2015,coverage is for 100%of the employees of FrankCrum leased to A-B Remodeling,Inc.(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. (Client Reference:Plumbing License Number.CFC 1428397)General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Bldg.Dept. AUTHORIZED REP SENTATIVE ndAve. Miami Miami Shores,FL 33138-2382 ®1988-2016 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 004139 Local Business Tax Receipt Miami-Dade County, State of Florida [LBTJ 1 -THIS IS NOT A BILL-DO NOT PAY 6179071 BUSINESS NAME&OCATION RECEIPT NO. EXPIRES A B REMODELING INC RENEWAL SEPTEMBER 30, 2017 5605 W 12 a 8443485 Must be displayed at place of business HIALEAH FL 33012 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED A B REMODELING INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CGC1514807 $45.00 09/06/2016 ECHECK-16-175443 This Local Business Tax Recaipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of theholder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8e-276. For more information,visit www.miamidade.aov/taxcollector JOPOIJOOXNIIAOD ! ;!s!A'uoguuuo;u!wow JOI '9a-s6 DOS aPo9 aPaO-!walW-sela!gen laloieuwoa Ile uo peAuldolp aq isnw eaoga'ON 1d13038 aq.L •sseulsnq eup of Aldds 43l4M siueuuminbas pus smal Aio1910591 18iuewuueeo6uou An isiuewuueno6 Aue gtim Aldwoo lsnw ieP1oH •sseulsnq op ot'suopvogllonb s,sploq otpo uo. !;l3�aa a io lluued 'esueoil a iou sl idleoey esu'xvi sesulsng lsaol 9*;o;uewAod stwg uoa Aluo idleaey x9i noulsng lsaoy s!ql £bb9L1-9L—NJ3H33 910Z/90/60 00'SVS t (s)�a>NoM L6E8Zt43j3 UOIZ31100 XV.L AS 09AI303H 1N3WAVd 1:I01WHIN00 JNIBWnid 961, DNI ONIINOW3218 V S33NISr1B d0 3dA1'038 V3NMO 0 L V 6'Ub-V8 Je;de40 epos A4uno3 of iuensind Z L0££"W HV3MH sseulsnq;o eoeld ie peAelds!p eq Isnyy C LE L L LL JJ Z t M S099 Z 40Z 10E U38W31d3S IVM3N3H DNI DNnKOW32 8 V S3VIdX3 ON 1d1303H NOI1VDC9/3WVN 333Nigne L6VL£89 Add ION 00-ilia d ION SI SIHI- epiaolj joajejS 'A4unoDapes-peivy tdlaaaa xel ssauisn8 le3o-1 900500 000 0 0 000 as as 146 3/B" ��^1x V A-- 76" • • • • • • • • • i i i i 0 60 FRAME WIDTH SAN 1017 FRAME WIDTH • . .• • . . . • � w (4) ANCHORS 33 i1/fEi" 73" 33 11/16" ) ANCHORS q N (~ AT MTC. STILES MTG. STI ES 73 • • - ••• • G -' AND MULLION ENDS FR. HEAD & SILL FRAME HEAD & SILL FR. HEAD & SILL BY; FRAME HEAD & SILL : , • • • • �,• q ll q 8" u N q • • • • • • • •� 6" MAX. 3 - 3 3„ SURFACE APPLIED 6" MAX.ITr 3 8 3 • ••• • PIVOT HIN414 •�" � n HEAD SILL 3" .0 FALSE MUNTINS HEAD SILL SEE SHEET 2 a CORNERS A ���` C MAY BE USED CORNERS C � FOR CAPACITY 0 -t / i t n / • • • • ••• •• • •a Q µ. LOCK OPTIONS i /;i G j LOCK 6PT10NSSEE SHE FOR CAPAACCII�Y =====+r==== �tt =aF===== I FOR CAPS 2 J U / tl !l / 11. I Q � �� 0 L FIX Din tt iv in� ip �/+{� IIS/.� �% If/.• ' y 1y.• I ��• n � w o - �----- / , ==r11-r O1 12 o'aa II \II / fr • � .� \It / . n >- 1111\ LC .- I _JL_ – t 11 I .J 1 / o O u n n {{ I a d I ACTIVE INACTIVE Ll ACTIVE \ INACTIVE J >o 1 Z 12" 0012 12° � m g 6 to N -- ~ 29 5/18" 26 3/18" MAX.H 29 S/1fi" ° BUTT HINGES 28 3/113" HMAXEAD . � L3 ,� D.L. OPG. D.L. OPG. SILL D.L. OPG. m SEE SHEET 2 R0n11VrRLNt3WG)L. OPG. SILL iO S FOR CAPACITY as Complying with the FtoMa 33 5/1 B° 38 13/18' 33 5/18" Building Code «t PANEL WIDTH LEAF WIDTH ( OXXO PANEL WIDTH r Acceptmuo No fix or}Date TYPICAL ELEVATIONS F �. o A4iomi Dade Product Control rl;srEo uNirs tvvrr NOTE: o f tiA-va" FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF SERIES-3000 ALUM OUTSWING FRENCH DOOR � �- � AND EXPOSED ON ACTIVE LEAF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS m P.1 IM j 764U SEE DETAIL G ON SHEET 5. WITH OR WITHOUT SIDELITES. 1 SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. INSTRUCT, ' USE CHARTS AS FOLLOWS. o o ry THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE W g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYDETERMINE DESIGN o W 4 n BASED HURRICANE ZONE (HVHZ). sr�p i UN WIND VELOCITY, ND SLOG.IHFIG}IT,OWINDMENT ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. � `e WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED_, LOADS TO THE STRUCTURE. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES JAVA4 AtiMAD _ e 9 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEET 2. Engr:USE LOWER VALUES FROM CLASS, HINGES, LOCK AND EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FRAME SILL OPTIONS USED. Fes' PE J 7U592 0 C.A.N. 3538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. FOR SIDELINE PANEL (0) CAPACITY SEE SHEET 2.1. $ A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO W000 ONLY. S FOR SIDEUT£ COMBINATION WITH DOOR OR SIDEUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,/METAL SCREWS, THAT THE LOWEST VALUE RESULTING FROM STEPS 2, 3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ''UEP AND 4 SHALL APPLY TO ENTIRE SYSTEM. � YY�4-51 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 1 _ FRAM : • i : i.: i • � t y C 'X' DOORS • • • • • • • ,/ N DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS / GLASS TYPES HINGES LOCKS ••• •� ••• ••• •• •� J / K FRAME HEIGHT FRAME WIDTH 'A', H & B C & E F OPTION 1 OPTION 2 OPTION . 1 OPTION 2 • 000 . .2 A�% INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) .INT. (-) EXT. (+) INT. • ••• ••• �1 if (-) EXT. (+) INT. (») EXT. (+) IMT. (-) EXT. (+) INT. {-) Q p X95 3/�,' 37=1%2x, 70.0 80.0. 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 a C v w 39-5/8 - 90.0 90.0 100.0 1 120.0 90.0 90.0 100.0 120.0 1 70.0 80.0 100.0 120.0 •' ' ' ' •• ••• IL g9 -9 \ NOTE: •• ••• a LOWEST VALUE SELECTED FROM OPTION WILL APPLY. Q0ca Qo FRAME WIDTH lita C 'XX' DOORS - 4 z y DESIGN LOAD CAPACITY P5F (GLASS AND HARDWARE OPTIONS Z / \ GLASS TYPES HINGES LOCKS J / G \ FRAME HEIGHT FRAME WIDTH 'A#. H & D -as & E F OPTION 1 OPTION 2 OPTION I OPTION 2 /,Ao INCHES INCHES EXT. {+) INT. (-) EXT. (+) INT. (-) EXT. (+) WT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) W. (+) INT. (-) EXT. (+) INT. (-) �+ 95-3/4 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 70.0 80,0 90.0 80.0 78 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 4 \\ / HINGES• LOCKING HARDWARE: WATER INFILTRATION LIMITATIONS: } D / UON #1 ACTIVE. LEAF: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED U Q LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' OPTION it Lc (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM STD. SILL L +70.0 PSF (X & XX DOORS) HI-RISE SILL +90.0 PSF (XX DOORS co ,n AND AT FAIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' �Q FASTENED TO DOOR FRAME AND LEAF WITH AT 45 +120.0 PSF (X DOORS FROM BOTTOM, KEY OPERATED ON .- #10 X I" FH SMS EXTERIOR AND THUMB TURN ON INTERIOR O n M (6) SCREWS AT FRAME, (5) SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH `� Z 4 (2) 1/4-28 X 2-1/2" OH MS5rl II 3 J APTIQN A2sA2: LEVER TYPE METALLIC HANDLE AT 37' FROM 1.500 2.000 3 2 t.., BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE I FACE MOUNT 2 WING PNMT HINGE IE MASTER ACCESSORIES' WITH (2) 18-32 X 1-3/4' PH MS. Y3 V1 civ � v WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM N J COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL W N _j BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 9TD, S)LL III-RISE SILL (2) HINGES PER LEAF AT 12' FROM TOP & BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE FASTENED TO DOOR FRAME AND LEAF WITH FACE, LOCATED AT 12" FROM TOP AND BOTTOM 5/16-24 X 1" FH MS (2) PER WING FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT VTilroDUCT NgVWAO a 101ppljtli -W"wi 19w4tR, _ 121. OPENINGS: OPTION /2: Naiift 004 O.L.O. HEIGHT m LEAF HEIGHT - 6.1875" (STD. BOT. RAIL) POINY BOTLOCK TOM SYSTEM BY 'INTERLOCK' AT 39' As"mm� ?-- v -qo o D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE 80T. RAIL) HANDLE ACTIVATES DEAD 801-T AND SHOOT BOLTS C a D.L.O. WIDTH a LEAF WIDTH - 8.625" ENGAGING AT HEAD AND SILL VC7 KEY OPERATED ON EXTERIOR AND THUMB TURN ON u INTERIOR WIDTHS: FASTENED TO ACTIVE LEAF LOCK STILE WITH PRODUCT RENEWED NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. (2) g8-32 X 2OH MS w complying with the Florida DwIding Coda �► a 2/6 (X) 31-1/2" 28-11/16" 20--1/16' AcccplonceTa cl>_ o v 3/0 (X) 37-1/2" 34-11/16" 26-1/16" INACTIVE LEAF l; zl to Uato - 3/4 (X) 39-5/8" 36-13/16" 28-3/16" NOTE: CONCEALED FLUSH BOLTS BY SULLIVAN & ASSOC.' t 20 -1 7 00 w 4 DOOR WIDTH AND HEIGHT MUST -MANUALLY OPERATED LEVERS MOUNTED ON c 5/0 (XX) 59-3/4" 28-11/16° 20--1/16 INSIDE FACE OF LEAF STILE LOCATED AT Miaim nade Prodttct Control COMPLY WITH .EGRESS REQUIREMENTS 6/0 (XX) 71-3/4° 34-11/16" 26-1/ts" PER FBC WHERE REQUIRED. FASTENED 10 LOCK STILE BOTTOWITH En4r JAV AHM o 6/4 (XX) 76" 36--13/16" 28-3/16" #8 X 3/4- FH SIRS (2) PER BOLT CIVIL FIA PE f 70592 C.A.N. 3538 HEIGHTS: DAYLITE OPG, ,I STANDARD HI-PROFILE NOTE: t3 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL GLASS CAPACITIES ON THIS SHEET ARE Browing no. 6/8 79-3/4" 77-1/4" 69-1/16' 65-5/16' BASED ON ASTM E1300-04 (3 SEC. GUSTS) lw � %Al rowing tJ 8/0 95-3/4" 93-1/4" 85-1/16- 81-5/16' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 7 . . ... . . . ... .. .. . . . .. .. . FRAISE WIDTH • • V 1 STATIONARY PANEL (0) OR SIDELITES • ••• eft WATER INFILTRATIQNLIMITATIONS• DESIGN LOAD CAPACITY - PSF . . . . O E E WHERE WATER INFILTRATION RESISTANCE IS REQUIRED • . . . . • . • GLASS TYPES LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS • '•' ' ' "' �" j% 'A', 'E' `Ir' STD. SILL a +70.0 PSF FRAME HEIGHT FRAME WIDTH HI-RISE SILL = +90.4.PSF- .'Ca FT./IN. INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) •" i i •'• i'• i•' u 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 1 70.0 80.0 90.0 90.0 90.0 90.00 • t7 1.500 2.0100 ••' ••• i i i•• • Q �" a B 8/0 38 70.0 80.0 87.8 87.6 90.0 90.0 I (,) Q ( 0 ) Irl STD. SILL HI-RISE SILLFur-] L� Q p g D.L. OPENINGS: ({, z •• O.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) Q D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE DOT. RAIL) D.L.O. WIDTH = PANEL WIDTH -- 4.000" n 3/16" H.S. GLASS 3/16" H.S. GLASS i/8" H.S. GLASS 1/8" H.S. GLASS y� .090° INTERLAYER .090` INTERLAYER .090" INTERLAYER ,090" INTERLAYER ' PS 'DUPONT SENTRYGLAS' 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE PVB' 'DUPONT BUTACfIE PVW J ii 3/16' H.S. GLASS 3/16" H.S. CLASS 1/8" H.S. GLASS 5/32" H.S. GLASS ^ --1 SILICONE SILICONE SILICONE Q. SILICONE O a DOW CORNING 795 DOW CORNING 795DOW CORNING 795 F ii DOW CORNING 795 = 0 co Lz z zLL a • r 31 j � 00 31 In t nFl w 1= I Ij 'I Ij I N Lyj GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' plipSi VCT S,gv-180 0"OYwvg wlth the llla� � Y}t Imp" 2�0 c � U Of 1/8- H.S. GLASS 1/4" H.S. GLASS .090" INTERLAYER .090" INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT SENTRYGLAS' 1/8" H.S. GLASS 1/8" H.S. GLASS N SILICONE SILICONE PRODUCr RHNEWED w DOW CORNING 795 DOW CORNING 795 as complying with the 1•'larida z z Building(ods `2. i s i Acceptonce No 10 j, 31 1I � 1 Dal 2�1, q N I I ,r-ti -- 7 'Engr: JAVA0 040AAP o Miami Dade mvdt"cwjl of CML FLA.' PE ( 70592 C.A.N. 7838 NOTE: o GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) '} � droving no. GLASS TYPE E GLASS TYPE F AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC-219 W04-51 GL Z NG OPTIONS sheet 2.1o1 7 . . . ... . . . ... . .. . . . .. .. . MULLION • • • C A A C C A C i i A ••• • • (L DESIGN LOAD CAPACITY - PSF • • • • • • • ��l N DOOR TO SIDELITE TO SIDSLITS MULLION SIDELITS MULL J /{ E F /L J X. H J ••/ ••• •\ • 3 ' SIDELITE WIDTH FRAME HEIGHT �X� REINFORCEDEINFORCED REINFORCED FT./IN. (+)/1NT.(-) £T{+)/9VT.( ) £XT(+)/INT.( ) � //% % /� � /% � � %� •�•• • �\ � � w % i 24 80.0 80.0 90.0 ''' EO o 27 80.0 80.0 90.0 \\ \\ \\ \\ •• : ••• • ir• a U 30 80.0 80.0 90.0 \ \ \ \• •• • • •/•• 33 6/8 80.0 80.0 90.0 D \ a a b \ b \ 8 0 •\ •8••• •• 17 w 38 80.0 80.0 90.0 V �p 39 80.0 80.0 90.0 x0 ) ( oxo .) x00 ( xox ) 0'° 42 80.0 80.0 90.0 OX ) # OOX 0 Q 24 80.0 80.0 90.0 0 OU: 27 80.0 80.0 90.0p C A ION C A C 1 g g�g 30 7/0 80.0 80.0 90.0 F,+ 33 80.0 80.0 90.0 36 80.0 80.0 90.0 E f /o \ J E 39 80.0 80.0 90.0 / \ E / A, All \ 16 7e.9 80.0 90.0 21 74.8 80.0 90.0 w 24 71.1 80.0 90.0 27 6/0 67.9 80.0 90.0 30 65.0 80.0 90.0 33 62.4 78.9 90.0 V 36 60.1 76.0 90.0 Oxx1 ( OXXO ) ( XXOO ; w xxofODXX d04M � .� Z UNREINFORCED REINFORCED REINFORCED L U DOOR TO SIDELITE MULLION SIDELITE.IQ SIQEL17E MULLION NOTE: 18uTy18 FOR DOORS CAPACITY SEE SHEET 2 t?t wlli►N"p FOR SIDELITE CAPACITIES SEE SHEET 2.1. a► ! . fJ R FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLIONS CHART WILL APPLY TO ENTIRE SYSTEM. vv i 1 c '� � tJ t•NyF sC2 o O O C 0"c Q W 4 V SIDELITE WIDTH DOOR WIDTH SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH LL$ S En9r: JAVAD kHMADVIL FLA PE 70592 C.A. - YRODUCP RGNHIVED N. 538 � as eomplyhig with the Florida t a u ORO liuildi»� Cod,,Ido 14-� 22.1 ' d�ti 13 tion ate 6 40:1 W04-51 droving no. W04--51 SIDELITE WIDTH DOOR WIDTH '- Miami Made Prochict Control s stleet2.2of 7 .. .. . . . .. .. . TYPICAL S£E ELEVAT40NS : • : •:• :•: : : • � EDGE DIST. TYPICAL ANCHORS FOR SPACING 1BY SEE ELEVATIONS WOOD BUCK FOR SPACING EDGE IST, a. - I • ••• • • •• " 0. no r2i I c C 21 •• • . • •. ••• RA 0 1 o r 1 •• :•: : : :•• :• ltnQ 15 15 8 cr2v9 22 t 3 34 13 C 4L ■ MIN, �t 33 C O �J THROW BOLT Q 3 6 PENETRATION 32 li, Zj - 31 31 ... OPTIONAL RIM _ Vm o o o 0 z }_r x t-{ w a cl a Q to N 4 W O Z 3 � � Z N , C-4 Qi gA Lo 31 31 P>I�f112 UCS:IiidVIR�41 26 30 30 Code Ith 11►e tl4arid►. 6 0� > �� `ya 25 t3 THROW BOT 32 2' MIN. 6 ft��y $ z PENETRATION S�J1 fNTO SILL .-��— • 21 ull © 21 8 3 ¢ HI—PROFILg BOTTOM RAIL o W 4 Il 14 14 34 APPLICABLE TO,STATIONARY AND OPERABLE UNRS Engr. JAVAD AHWD, . v , v__ v HI—RISE FRAME SILL CML c • ' ' �'• ► ' .'' • ' Q v APPLICABLE TO STATIONARY ftA. PC 1 70582 3 a' CA.R. 538 TYPICAL ANCHORS AND OPERABLE UNITS TYPICAL ANCHORS ■ YROI)UCT'RUI M813 $ 3/16" X 1-1/2" SEE ELEV. FOR SPACING 3/16 WEEP SLOT SEE ELEV. FOR SPACING as complying with the Ft"a ItWw WEEP SLOT 2/ SILL AT XX DOORS Building Code �t t 1/Silt AT SIDEUTES 1/ SILL AT X DOORS Acceptance Ido L,./� V drawing no. EDGE DIST. EDGE DIST. fi lro�%Dare STATIONARY UNITS OPERABLE UNITS �4�5� hlimui Dade Product Control \��`` sheet 3 of 7 EDGE DIST. TYPICAL ANCHORS • • • • • • • • SEE ELEVATIONS ; ; •;. : : : : _ TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS 'n FOR SPACING 1 a EDGE DIST. ••• •i •�• i•• •i Zi t� METAL MIAMI—DADS COUNTY APPROVED • • • • • • •• • STRUCTURE MULLION & MULLION ANCHORS yJ SEE SEPARATE NOA �.• •i• ••• ••• •i 1 0. A J U LT.L O O O t ' •: :•: : : :'. :• a k Qi 0 o (n WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS C R MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM q AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q C TYPICAL ANCHORS Ii, SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING ula 1/4" DIA. ULTRACON By 'E,CO (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD v A THRU 1BY BUCKS INTO CONC. OR MASONRY 1p 1-1/4- MIN. EMBED INTO CONC. OR MASONRY g DIRECTLY INTO CONC. OR MASONRY 0 } 1-1/4' MIN. EMBED INTO CONC. OR MASONRY " u 114 SMS OR SELF DRILL INQ SCREWS (GRADE 2 CRS) N Q h INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") pcq INTO METAL STRUCTURES z STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 55�� Z 3 �' -• ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) M - , (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 10 N F4 ` TYPICAL EDGE DISTANCE Ld INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'C p 3000 PSI MIN. 8 ,n C-90 HOLLOW/EILLFD BLOCK AT JAMBS I"m - 2000 PSI MIN. o SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ruADpCT"VIVO �p��� tN�the F.1eMMf. ,o An nex"4 • d o Lgp#fsttAll�k L �+ O W 4 U et g En9r:.JAVAD A14MAD cs .p Q IVIL YRODUCf 11ENEWED FLA, PE 70592 as complying with the Florida C.A.N. 538 Building Code �/n ,tACCa'piDfiCO I�'A-4-- o.a.-1 3 v C� drawing no. mirmi 1Zade Product Control w0q,...5 �P� sheet 4 of 7 (FLUSH 13OLTS'ftT'AQIVE;ANO;g4CW LEAFS r 1� MUST BE £NGAIDED DU t�G.PCR12D% - • �I W INTERIOR EXPOSED FLUSH BOLTS OF HURRICANE*WARNING� ,n 1/4" 1 K #10 X 3/4" SMS 11 AT SO" FROM EACH END SHII.( 2 OB° FROM ENDS CONCEALED FLUSH BOLTS . • • •.• . • do 14 O.C. MAX. 12 AT 10' FROM EACH ENO i i •i • i i i• • i H � 5�. 13 13 ACTIVE LEAF IN—ACTIVE LEAF ' ••' • • .•• C 22 10 16 34 18 • • • • • • • • Q 4' 30 •• iii i i i.� i� Qi 01 I C ) rcy o 4�e .a 25 29 4 23 29 QY 25 3 17 7 H D.L. OPG. D.L. OPG. SIDELITE PANEL WIDTH LEAF MOTH 8 t FRAME VADTH 34 22 TYPICAL ANCHORS OPTIONAL REINFORCING EXTERIOR OPTIONAL TRIM SEE ELEV. SEE SHEET 2.2 FOR CAPACITY FOR SPACING 98' X 2" X .98" X 1/B" �Xx� Z FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) n 5 U)< o Jr. N M 0-0 M a z3 � � TYPICAL ANCHORS zSEE ELEV. N FOR SPACING 1BY 1/4" MAX. WOOD BUCK SHIM SEE SHEET OPTIONAL2 2 FOR CAPACIITY 0 1/4" MAX. 1/4" MAX. FULL LENGTH S 96,CHANNEL 27 • � U. SHIM SPACE SH1M 2 � O 2 (STEEL TO BE PAINTED OR PLAT£0) 2 O S 6 13 ACTIVE LEAF V100 WSTRUB URE ACTIVE LSAF 4 .g 7 0 34 f8 ti _ ft 2 30 L { z z p a:� z z 1>0 'a •1 OI O N { O O ► Mt (yj jury} 34 19 34 21 � o WLLV TYPICAL ANCHORS g 8 SEE ELEV. 17 7 FOR SPACING ( X--0 `. TYPICAL ANCHORS O.L. OPG. Engr. JAVAD AHtAAO Irmotyg0'I'REVISED METAL FSEE ELEV.OR SPACING I'IzODU �•t OE 76592 76592 ftwag�trtM t1t!1rfetfA,. M ' LEAF WIDTH D C.A.N. 3538 STRUCTURE es C0111PYY n with be Ftaritta A�eRuce N� � � Liad1dIn�tCode � Mts�ltAtlerMhtht— � � 5 FRAME WIDTH Accrpta,tce 1\o • " � �w xpi ion at _� EXTERIOR 20 Q'�ti I Browing no i howi Dade ' f '1� W04-51 I; X � Fiafuct Cuntroi sheet 5 of 7ji ITBM t PART # QUANTITY DESCRIPTION - MATERIAL MMP./I�IPPLiERYRthl&K8 ; U 1 ES3001-1 1 FRAME HF-AD 6063-T6 • 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 - 3 ES3002-1 1 FRAME SILL (STANDARD) 6063-T5 • ' • ••• • •Z• o 3A ES3025 1 FRAME SILL (HI-RISE) 6063-T5 --: : • . • . • -� 4 ES3003•-1 AS READ. SIDEUTE ADAPTER 6063-T6 a- 0;0 • • ••0 " d 5 ES3004 AS READ. SHEAR PLATE 0 ANCHOR LOCATIONS 6063-T6 3" LONG O o 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063--T5 - •. • • • .• ••• j d a V 6A ES3024 2/ LEAF HI-PROFILE BOTTOM RAIL 6063-T5 - • •.. • • . • :- 7 ES3006-1 I/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - X C a4 6 ES30D7-1 1/ LEAF DOOR LEAF LOCK SIDE 6063--T6 0 M 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063•-T6 - a lh Q 10 ES3008-1 AS READ. SIDELITE STILE 6063-T5 - O hQ Cf g 11 FB-1202-•914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES Ci o 13 ES301 t AS READ. JAMB TRIM 6083-T5OPTIONAL 0- 14 ES3012 i SILT, COVER 6063-T6 - w 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6083-T5 - 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 � 17A •- 2/ LEAF PIVOT HINGES - SEE SHEET 2 �' a 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE f� 20 - DEAD BOLT LOCK (PREMIER) - YALE ,^p 21 W2232ING AS RECID. FIN--SEAL PILE W'STRIPPING - ULTRAFAS .�M. 22 ES3020 AS RCOD. BULB WEATHERSTRIPPING VINYL AT SIOEUTE PANELS (� Q 23 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"XI/8-X4-1/4" LONG tri 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8' THK. X 7-7/8" LONG •j to 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - Q rq 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 0 n M d 27 AS REDO. MULLION REINFORCING CHANNEL A36 STEEL - —zz rJ c*,26 ES4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - 1i' " 29 ES4019 AS READ. PANEL SILICONE STOP NEOPRENE - M N 30 - AS READ. 3/8' DIA, X 1/8' HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 0 i,4 31 ES4013 AS READ. WEDGE GASKET EPOM OUROMETER 73*3 SHORE A 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 33 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X I' FH SMS 34 Q/LON AS READ, DOOR PANEL W'STRiPPiNG - SCHLEGEL 8 Y foee�wcate L111 D" "Vito Elerw is ..p o D 0 1Cttlttiltlw table pp Q � O w r •f .y 60 0 0 Cote. U Eagn JAVg AHMAD '� o .ML oPROI)UCT RBNBWI?p FLA. PE 70582 C.A.N. 536 M COMPI 18%vith the PioMa 'fa v Building Cod ��� Ac tmicc No '• DR WN Eh 'on )ate drawing no. Minmi Dad4 Product Cortlml W04-51 sheet 6 of 7 • 4.000 • ' • • ' • • • • 1.778 361 2.125 • • • ••• • ' 1 8.375 • 000 • • • • ` [� �n 225 .688 + p� o 1.500 .145J ••• •i ••♦ i•• •i F� 2.250 • • • • • • •• • • 0 J 0.312 i i i i i • i • F 7� 079 3t WEDGE GASKET (SCN-E 1:1) + 688 0 o M-2.015 2.125 •• • • • •• c•• Q � V •• i•i i i i•• i• 0: 0 k 02 FRAME HEAD/JAMB 3.350 • 1 .078 n c a 0'0 95 2.000 ® g a�a .388 2.674 Ll 0 C 1.500 5/16" DIA. ® Q t5 WEATHERSTRIP ADAPTER Q SHEAR PLATE STEEL PIN r-1.750-1 1.000 { 3.J75 .800 .045 -- 078 ® to to 4.0003.500 .852 2.000 G �2 .. t3 JAMB TRIM (OPTIONAL) au Lz c .913 .590 1.112 t7 3 PIECE HINGE Q ODM © TOP/BOTTOM RAIL .960 �- Z . 1.531 � 250 with the s e 2.674 .125 P1iUDUCf ti1sNF~ Fl � Ua � 1 2.000 ns complyin8 wida .078 13WIdWS Cade .-j W an �3_95� 18 PANEL CLAMP Accepta►ca1�o ell iso � e�'� l 2.000 O MULLION 3.350 .913 27 RE1NF. CHANNEL Miami Bade product Con" 2.163 �y .590 1.145 PitLt�UCT Nt�YlfiRll �" y .490 A78S whA IAi FM�i�1s o u Q SIOELITE ADAPTER 1,750 .621 .913 A•• pta■a he .d 1.145 t x500 � tdlbr o1Ne`� $ a .094 .563 .062 -5 .078 O N .827 to SIDE LITE STILE 4.000 0 g 0 FRAME SILL (STD.) a o 14 SILL COVER 4.825 7.250 7.750 -4.000-7-1 .094 •913 i.854 22 1.145 .062 Engr.,JAVAO AHMAD .490- Cnril oo 1.984 � FLA. PE �! 70582 g M .590 2.750 CAN. 3538 tS , 1.750E .590 2.000 r ,I .56633 2 .094 .913 b 4.000 T I .078 I""" drawing no. I-1,750.-� I�-- 4.000- I W04-51 Q HINGE STILE t�s 0 LOCK STILE/KEEPER STILE 6A HI-PROFILE BOTTOM RAIL 3A FRAME SILL (HI--RISE) P sheet 6lof 7 .. .. . . . .. .. . w . •-• iS • • • • • • •• • • 26 f : : : : • : • (� z zd m 1 _ 4I 00 4RO 2 • •• . . .. . b• Ito 25 5 o M R SME FRAME TOP CORNER ,n 3a0 • � r pJM4 _ 3zU- o V� cc) v / DOOR LEAF GO ER STATIONARY PANEL OR SIOELITE CORNER ° YJd(Ji9UC'F iiir;ViltU,� � � � 41A BNId11ttl�rde O grave P+s_12_� 2 • Ees}r. JAVA�ANAUlO c a a FRAME BOTTOM IQ flNPP cncu PRODUCT RENEWED FLA. PE i 70592 o M as complying with the Fiodida CAN. 38 IK Building Cade /� `� ,L AcceptmtceTo . $ v [i Fi�ira�'oryDaLe � +��, . drow,ng no. W0 Miami Dade Product Cantro 4-51 I sheet 7 of 7 M IAM t•DADE 111IAb1I--DADE�OUj W,FLORIDA • .PP.( d1DCT OONTRJX SECTION DEPARTMENT OF REGULATORY E • 5. U FS U&R) • • • ' '1'1$03 S1426 Itreet,Room 208 BOARD AND CODE ADN=STRA I lYti.' °' ; : : 7 57'8613 f5-2554- 6(786)315-2599 NOTICE OF ACCEPT ..lQ .ri.w.miamidade.¢ov/economy E.S.Windows,LLC ; ... •• 10653 NE Quaybridge Ct. •�• • Miami,F1.33138 •; •• • 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(Inn 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 ' ;I fails to perform in the.accepted manner,the manufacturer will incur the expense of such testing and the AHJ a 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 o Control Section that this product or material fails to meet the requirements of the applicable building code. Z This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. N }+ DESCRIPTION: Series 113000"Aluminum Outswing French Doors w/wo Sidelites-L.kf �4 APPROVAL DOCUMENT: Drawing No. W04-51, titled "Series-3000 Alum. Outswing French Doors (L.M.1.)",sheets 01, 02, 2.1,2.2 through 06 & 6.1 of 10,dated 06/10/04 with revision"G"dated 02/24/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section 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 LIMUATIONS: 1. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options; 2.Lower Design Pressures of Doors,sidelites,hardware,glass and threshold options shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 No. 12-0308.40 and consists of this page 1 and evidence pages E-1,E-2 and E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. rrnaMiDaoE covrmr NOA No.1"722.13 Expiration Date:September 16,2019 Approval Date: September 25,2014 ��t 1° Page 1 E.S. Windows,LLC NOTICE OF ACCEPTANCE: EVIIb�I( SU$I `ED •. :• A. DRAWINGS .. . . •• ••• ••• 1. Manufacturer's die drawings and sections. •, ;•; : : :• ; (Submitted under previous NDA No. 12-0308.440 • 2. Drawing No. W04-51, titled "Series-3000 Alum. Outswing French Doors (L.M.I.)", sheets 01, 02, 2.1, 2.2 through 06 &6.1 of 10, dated 06/10/04 with revision"G" dated 02/24/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Subruitted under previous NOA No. 12-0308.40) 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,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938R, dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 09-1217.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938,dated 10/01/09,signed and sealed by Julio E. Gonzales,P.E. (Submitted under previous NOA No. 09-0825.04) 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 aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -5164,dated 08/01/07,signed and sealed by Carlos S. Roinda, P.E. (Submitted under previous NOA No. 07-0828.09) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0722.13 + Expiration Date: September 16,2019 Approval Date: September 25,2014 E-1 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDgNUE si;BM*TTLD B. TESTS (CONTINUED) •• ••• 000 4. Test reports on: 1)Air Infiltration Test,per FBC,�TA80.2( ;94.' :' 0- 2) -2) Uniform Static Air Pressure T4;t„Lpatlirig�&PEC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--3947 and FTL-3955, both dated 02/04/04, signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/01/12, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 12-008.40) 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by AI-Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. (Submitted under previous NOA No. 09-1217.03) 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. 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. F. STATEMENTS 1. Department of State Certification of E.S. WINDOWS, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/03/14 and signed by Kurt S. Browning, Secretary of State. 2. Statement letter of no financial interest, conformance to and complying with FBC 2010, issued by Al-Farooq Corporation, dated 02/24/12, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0308.40) Jaime A Gasco ,P.E. Product Control Section Supervisor NOA No.14-0722.13 Expiration Date: September 16,2019 Approval Date: September 25,2014 E-2 •• •• • • • •• •• • E.S.Windows,LLC • NOTICE OF ACCEPTANCE: EVIIDI+lTdLq suo � ;• F. STATEMENTS (CONTINUED) •• • .. :00 ••• 3. Distributor Agreement between Energia Solar, SA.,��rr�r rr�iilla,r-olumbia and E.S. Windows, LLC, Florida USA, dated 10/20/10, ;Wngd 1bf Ms:Garza-&of orrente and Andres Chamorro,respectively. (Submitted under previous NOA No. 12-0308.40) 4. Laboratory compliance letter for Test Report No. FTL-59388, issued by Fenestration Testing Laboratory, Inc., dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 09-1217.03) 5. Proposal No. 09-0225, issued by the Product Control,dated 06/17/09, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 09-1217:03) 6. Laboratory compliance letter for Test Report No. FTL-5938, issued by Fenestration Testing Laboratory,Inc., dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E. (Submitted under previous NOA No. 09-0825.04) 7. Proposal No. 06-0411R, issued by the Product Control, dated 07/31/07, revised and signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 09-0825.04) 8. Laboratory compliance letter for Test Report No. FTL-5164, issued by Fenestration Testing Laboratory,Inc., dated 08/01/07,signed and sealed by Carlos S.Roinda,P.E. (Submitted under previous NOA No. 07-0828.09) 9. Proposal No. 06-0411, issued by the Product Control,dated 02/06/06, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 07-0828.09) 10. Laboratory compliance letter for Test Reports No.'s FTL-3947 and FTI -3955, issued by Fenestration Testing Laboratory, Inc., both dated 02/04/04, signed and sealed by Edmundo J..Largaespada,P.E. (Submitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 12-0308.40, issued to ES Windows, LLC for their Series "3000 Aluminum Outswing French Doors w/ wo Sidelites - L.M.I.", approved on 05/24/12 and expiring on 09/16/14. Jaime D.Gascon P.E. Product Control Section Supervisor NOA No.14-0722.13 y Expiration Date: September 16,2019 Approval Date: September 25,2014 E-3