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WS-18-1995,_RE Miami Miami Shores Village �<r 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 yF' Phone: (305)795-2204 CORLPA Permit NO. WS-7-18-1995 Permit Type: Windows/Shutters Per It Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 8/1/2018 1 Expiration: OV28/2019 Project Address Parcel Number Applicant 833 NE 96 Street 1132060142800 GLOBAL CAPITAL GROUP OF S Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GLOBAL CAPITAL GROUP OF SOUTH 10585 SW 26 Street (786)333-7309 - -- - - MIAMI FL 33165- Contractor(s) Phone Cell Phone FOUR BLR DOORS CORP (305)776-2443 Type of Work: REPLACING EXISTENT DOOR (1) WITH IM No of Openings: 1 Additional Info: REPLACING EXISTENT DOOR (1) WITH IM Classification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 Valuation: $ 1,850.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68338 08/01/2018 Check #: 3759 $ 76.20 $ 50.00 07/25/2018 Check #: 3676 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID IT:I I certify that all the foreWing information is accurate and that construction n nnirFuthermore, I authoriz a abov6-named contractor todo the G GI? J d C , ' e CAuthord Signature: Owner / Applicant / Contractor Agent Building Department Copy work will be done in compliance with all applicable laws regulating ust 01, 2018 August 01, 2018 ED Miami Shores Village uL 5 2 18 Building Department 9y:__ �1 '1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20I1 6", BUILDING Master Permit No. WS ICE I I9J PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q, r_ CONTRACTOR DRAWINGS � JOB ADDRESS: aa OE ` (V ST City: Miami Shores County: Miami Dade Zip: 33\3 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Loa nstruction Typ Flood Zone: BFE: FFE: 1 0 � ►P��-�l troue 01: SoL)4 10(i A LLC OWNER: Name (Fee Simple Titleholder) :5CX(brj.(_C.. &Ck�_C A 0— Phone#: �•�' " �1�2 ' Address: g 62, PE CL (D S-1 , �cuk" � Cylo e"z. Tt;L 3 a 0 B City: ul um) 1 Y1(x-e_s State: IF- L Zip: 3l 3 gj Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: Ty -my- �D��� �d� S cy� i Phone#: 'z0S__ 1 %__44 0 Address: - 6A 3 Inu) L S A 5 "�- City: QyAYY�\ (_rA vret State: t'(.C7'( dm Zip: 3 30 Qualifier Name: S-k-uy) \2w 1: 1.3m er Phone#: State Certification or Registration #: J.. S 2,3(0 b 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �� City: Value of Work for this Permit: $ _ 1C7 J V Square/Linear Footage of Work: State: Zip: Type of Work: ❑ Addition [�l Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Re'PtG cyc,\ 1:�5 ' �T "Docr CO W�t1 l yy)I VCLC-k �—.��� Specify color of color thru tile: Submittal Fee $ `S0*—_'1n i 8 Permit Fee $ _ G� CCF $ ' • w CO/CC $ A Scanning Fee $ �1 Radon Fee $ 2- DBPR $ Z Notary $ Technology Fee $ ( • 60 Training/Education Fee $ 0. 4o Double Fee $ _A Structural Reviews $ Bond $ & -7 6 TOTAL FEE NOW DUE $ ' LV (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no eve and a reinspection fee will be charged. Signatu ER or AGENT Th. foreg�— hr� ment was acknowledged before me this �ay o�drc--4c 20 �, by ik.lL,1�,1' ,.who is pjerrsonally no ,n o me or who has produced t l w - 00 identification and who did take an oath. NOTARY c Sign:_ Print: Seal: APPROVED BY Signature *CON4TRACTOR The foregfg instrument was acknowledged before me this day of JUi 20, by op who is n,-rznn;411x1 known to me or who has produced as identification and who did take an oath. Zoning (Revised02/24/2014) Structural Review Clerk r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). ledgement: 10W- ner Signature Date Pri ame Property Information Folio: 11-3206-014-2800 Property Address: 833 NE 96 ST Miami Shores, FL 33138-2521 Owner GLOBAL CAPITAL GROUP OF SOUTH FLORIDA LLC ...... _.............. _... ........ _._ Mailing Address 10585 SW 26 ST MIAMI, FL 33165 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,052 Sq.Ft Living Area 1,632 Sq.Ft --- ................. Adjusted Area ..... _....._. _ 1,839 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1946 Assessment Information Year 2018 2017 2016 Land Value $258,854 $258,854 $224,198 Building Value $80,636 $80,636 $80,636 XF Value $1,675 $1,675 $1,675 Market Value $341,165 $341,165 $306,509 Assessed Value $341,165 $341,165 $262,480 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $44,029 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 20 & W1/2 LOT 21 BLK 74 LOT SIZE 75.000 X 115 OR 19910-3146 25035-3386 0901 5 COC 25346-2938 01 2007 1 Generated On : 7/25/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $341,165 $341,165 $262,480 School Board Exemption Value .... ..._........... - Taxable Value $0 _..__...... _........... .._ $341,165 $0 ............. __................ $341,165 $0 ... ....__..____. _......................_ $306,509 City Exemption Value i $0 $0 $0 Taxable Value $341,165 $341,165 $262,480 Regional Exemption Value ; $0 Taxable Value $341,165 $0 $341,165 $0 $262,480 Sales Information Previous Price OR Book - Qualification Description Sale Page Financial inst or "In Lieu of 01/05/2018 $358,100 30852-2379 Forclosure" stated Federal, state or local government 08/03/2017 $100 30645-2541 ____ agency ­­__ , ___ Corrective, tax or QCD; min ]___ 11/09/2016 $100 30302-4327 consideration 01/01/2007 $420,000 25346-2938 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: https://www.miamidade.gov/propertysearch/ 7/25/2018 21618 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L14000090519 Entity Name: GLOBAL CAPITAL GROUP OF SOUTH FLORIDA LLC Current Principal Place of Business: 10585 SW 26 STREET MIAMI, AL 33165 Current Mailing Address: 10585 SW 26 STREET MIAMI, AL 33165 US FEI Number: 47-1028799 Name and Address of Current Registered Agent: GARCIA, BARBARA 10585 SW 26 STREET MIAMI, FL 33165 US FILED Apr 26, 2018 Secretary of State CC3998091567 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: BARBARA CHIRINO 04/26/2018 Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name GARCIA, BARBARA Address 10585 SW 26 STREET City -State -Zip: MIAMI AL 33165 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: BARBARA GARCIA PRESIDENT 04/26/2018 Electronic Signature of Signing Authorized Person(s) Detail Date M m c-) m m v . ..... . ... . ...... . .... .... . . .... . FE t7f�lGdt s1 !31[1 CE�1JE ail Gtel Ed, _ ASCr_-M 17AG-L•�111Cf Lt':AD TABLE � - k"l�, f7 J Toaa�1 cllciased t3II[E' 01 tr1t11 raenn Faa7 €3el'Olt In s than 4r naga,zi than 66 i >:e3 ExpoSUtt C,MNOD-LOAD FkC+OR;o,a1z4cLU£!co Uu'ff IC! F'KE5. 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'_9 -tive Pa'al-MV . nil g�.WO, Z4 C', 25 ZA SF 74 4 z 24 Z6 n 1`J'• �3�DO 4-y55 36.[0 rYfSQ���_f� t?t5#.- - 16,2 Y4.2 ! 4..1 «$ 482 v�E..3 21-30 4.7.4 5't.3, 511 51.7 56,1 E 9.3 a.1-10 49.8 5 },[7 e5.�_! Vv4 59.0 , 72.3 }'1-51F rax8 56.i 6 94517G«C� 24 �1_ IO-c; rr, 1'F�a4v'h. q crjunTY, { AI M 139P?�I v�au t,r-e r,�'I 7•S-' _ ,YY 13f).`i@11iCis Q • • • • gui'ldir,R klsogEal 10 dergmag *Ian 10 dAp *i2" • pa5a#nitgafjvu Pavitive Nmwdira• 74 A z5 74 75 a4 4 z- Z40 • a3r • 0 l� 144.5 49,ZC 59.3 fi'F «6 52.4 `- U; ffo G� �' 2 ••3t% �i0,2 'x?.4 66,4 54-8 31-413 6�'._3 57.2 - 70.4 1-64 5'arve I.Z[Ciri�IFJtt- .41AwMi.a ADE i;rsUtMe E,utn��c� •••• •••••• • • •• Goes* • • s• • Goes•• • • • • ••••000000 •• ••e0.0• J� tyE MEAL ,_LL(LFH_. t TIQE TA LEse 1t%�t1t�r;ail r»!Lifl(}a i~, rIfLATFYHHlJv'ItULCAVFlMR,2}lAM-5EIN'r," WIOC9rJhr�ti4�t3 rltFRr^.RAJ t_! 1u ti ir.. ; +FJ 1 Uh PI �[� r11 1 ri P cle 1C PRl. JECT Mr_.CONTRACTOR MU$T PROP Rr3 ` R T Iki CE�IqC.I yap CSa'L1Rc kGi: CR.bi74441_Y ti:l�3! I i i IL'7,e4 Tlp�t3 r lGa ILrid t f Its 1€1 ri Ii4G'E.1,+J:lJ��f ! €g Vn rG l'i�Y 7 4E I i i S AIJih 31 tFtE i. }PWF3,rw?�TEidTASPFi(��pF?JEGYU7C+1p�sli3itiihtL1`Z1fJfIz✓CidiF?r�6Y7h?�C[I ([f�Ei ¢QIWSGtlhTSaC'. �IdJ:5�t?1 11�+J +•1+ Li Ct4 tlll> G# t Gy1¢Jt9 6S C1eaL a�Tt l.,.BL,4 f L5 f t� �1Lh stli:1r.71I�L,�,4 Q1,19T 2 GE-0 t t,l A ,�C 7 u PUr,41r,!PC1fl. :!_ �?i �tJaE7HI.551lE 71t JJIEal Cz1hl ilT til C'J tFE C7�il k fJEJ`T'711 IPEIf atJkA fIFSFECF iC�VnSilft7lC:l RFD 9Y die nrf cf OIALs• i•E71�i?Sl1j����cclarr��:.7.3j-Ur#��n.��v��:anasrsd,�r�oded�i'a;i;�rsuet'��;tet�nl.fir#t19a1'��1��cu,ct!+",[p.R �• n€sin7ld $Rtcul¢ clt t pa Fcerf� t=��in} •;� 3s}[t exr pus: & re ai[s F €ia �a nc.1 d 3Fid€a r iE1uNC� gfaat t th �d 4aQ4 of dlr,1 t axz i n i aEe+ IItLIC20Ilins'4� Laird [ri Fl1 �"=ve�iaLtfe3iC.Ea•;s5drill ih=fEC•-'Lf'( a IJ{S t,:a't�ii� it�fflCs Pr,V�f�d l,".ihrll�11 [��F;� �tar�:s �d�Fx I;r�tl �' - 9 , Eu( Sari wises tr�lld r a Pmtsd in Egrys�tr B �. E�k'QS€JR� i; �Seeflcn�R.F �-l�[a�� &Ttr-.�ri:�'�ih sr�;ta i;� rC,�'tti:"-I�615 Fd!11F115EIC�hIS LS9I(1f�W �1%,'%peM' conn;r(et?rJ �;a,s�sf�'s. E>;�i�•�� C r„�3t1':1>?�ag�ryr415apdf3dan€tIQ I. ddi tttt.fllii/jI♦ altidnl26J.) plIt,igaf)rlrueted tz'�5 €J4rarisUllac�•�p;k di? 71 u Ncir fstlkttttcra fi�amc_?(tn¢=sur..al :"7 e�TZQth:it�e'hetas7.a±rr�M;�in[i4 �rj�i7er.'erisgraa?aF t eb��3Vi1I1an1 (Fl �.,�lt�s�=t�l�t�wka�� ����Q P' LAIVQFq'°ss ,. 1JiL[ �4ti d31fi� �i . !l Lt S[E# • 1Q ial�rA3 `"uu i a 3 s1h3�i f'S513 [ gla�1 ag �t pr•� .. . , . tl=IILTI.h�kiE lttlN eFs > •4�17� Id PH, 175 rJ�i`li � � Q� ��GE' N s �11tk� (FL r TEMMAiN) ��3gg w,DIPM-4'lh�i`ifs't,+N"Ar,740'1RKd-+.89iWind'1•Jifcclibmai fFrtarl ��� Nfl w 1• f i�MARY AR W .MOElier o fi 12. EDGE •STRIP $nl� Th.1 cne sllerd WK, of tt VaghC�Ti'i)PO dirftea lr m of 04 111la h1a:)n rnof t}eighk.trar1 aril f«?;s ftan Alf-ju qt' 4 a6k�� x le3�td`�SPiZe5ttt7Qr11sti ft5`a�lOt•3r. * �� ME gi . ���`hf h S%t O.-A 64�[�i�Cth�A+51Gha?t sl 8 k7)Wzt:4ii]l It,.l3 i6.',.". 1�12A6 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy ECO Windows Systems, LLC 9114 N. W.106`h Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 40 -have this product or material tested for quality assurance purposes. If this product or material fails:to perform in•t!"accepted •... manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoW, ln¢dify, or • suspend the use of such product or material within their jurisdiction. PERA reservesWeeright to re%ke t169.046 acceptance, if it ' deter ninedly-mi-Dade County Product Control Section that this grp&ct or material fails lo... t-t requirements of the applicable buil ing • 0 • ..... This product is approved as described herein, and has been si ed to comply with the N14mida.Building Cp&, • •; • • including the High Velocity Hurricane Zone. • • • • .. ..... DESCRIPTION: Series 600 Aluminum Outswingboors-L.M.I. . • _XPPROVAL DOCUMENT: rawmg o. - e `Series 600 Alum Outswing EntrapCC 130or (L.M.I.)", sheets 1 throu 9 olusiyt2.1 repared by AL-Farooq Corporation, dabad*01✓13/12 aadjast ; • • • •; revised o , 2018, signed and sealed by Java .E., bearing the Miami -Dade CountylWduct rol Revision stamp with the Notice of Acceptance number an ation date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 revises NOA #17-1218.15 and consists of this page 1 and evidence pages -, as weil-as-a rpQoval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. � NOA No. 18-0319.13 MIAMI DADE COUNTY Expiration Date: March 20, 2019 Approval Date: May 10, 2018 H��t1� Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 • 5 Cyclic Wind Pressure Loading per FBC TAS 203-5$.. •, 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94- • • • • . along with marked -up drawings and installation diagram of an aluminum Outm�h?g Frenrk door, prepared by Hurricane Engineering & Testing Inc. Test Report No. ' • • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HET J V j427dat jd Ml 6- • 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • •.... • Note: The above referenced test reports have been revised by an addendum letter dated Arne 29, 20"..:. issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Dvoz-stda, P. E. ; C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511 Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by AIXarooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, sig:edAd seaf6d byJavad..... Ahmad, P.E.(submitted under file #17-1102.18) 0 goes ...... .. ...... D. QUALITY ASSURANCE • .. . ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER)..... • ...... • E. MATERIAL CERTIFICATIONS • • .. .. .. . ...... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. {Forcer E.I. DuPont DE • Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass InterbW Irs", expisi#g. on 07/08/19. see• 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MAlf tee their ' "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. . Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDRIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 1/8' HEAT STREN'D. GLASS .090' Interlayer r Trosifol PVB 1 By Kuroroy Americo, Inc.' 1 r1/8' HEAT STREN'D. CLASS 3/16' HEAT STREN'D. CLASS w 090' fnterloyer I � ' Trosifol PVB By Kumroy Americo, Inc.' Z M1 3/16' HEAT STREN'D. CUSS O FF Q 9L Z N SILICONE a Z n DOWSIL 899 O a N 28 IL yy F 8 C �N^ I' \ oZM cc M 0 IL a 1z9ztAl / I 1zK2O Al SETTING BLOCKS AT LAM. GLASS REDD. FOR WIDTHS EXCEEDING n Q W N 4 0 u' z ` 36' ONLY. NOTCH GLAZING BEAD LEG TO o f M Z (0g 3 CLEAR BLOCKS Q W • F GLAS TYPE 'G2' TEMP. GLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS 090' Interloyer Safkx Cleo, And Color Glass By 'Eastman Chemical Co.' HEAT \ 11/8 •F OOWSSILICOl E899. CLASS CARDINAL XL EDGE SPACER ST. STEEL SETTING BLOCKS AT INSUL. LAM. CLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •• one •• • • • •• • ••• • ••• • • • • • THESE DOORS ARE RATED FA LARGE•dc SMALL•L'R9SILE IIRPACT. • • • • SHUTTERS ARE NOT REQUIRED. • •• •• • • • •• •• ••• • • • ••• • • •RODUC f REVISED fag "uh the p6oia Aefeptp oe Ne I -O by./3 K4&xd» Dmle !L -.� .e_� 2.1 ter / i7 �T ria TK �o» Lf�: U o J n J (n W n !n w N10 14 3wM 000n Z 3` 3z o n y L) W 00 v coM W o W old o !Ti N g 5 A r g^ uo � c ` h •l 0 o � n a £ � r drawing no. W12-08 39 3/4• MAX. FRAME WIDTH 12- 5• MAX. MAX' HEAD/SILL AHEAD SILL CORNERS o w m = n rn LOCK OPTIONS /1 OR 02 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION xq '< 3 m N N SURFACE APPLIED m Z SURFACE APPLIED FALSE MUNBNS OR 26 15/16' 9¢ FALSE MUNTINS OR DECORATIVE GRILL D.L.OPG. 1O coi DECORATIVE GRILL MAY BE USED MAY BE USED 37' MAX. X777 I / I III n / II n E / 11 / n II -- II// u II m • \ I I II \ 1 I I �I \ II \ e I \ ACTIVE G DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) 39-3/4• 37• 1 96• 70.0 75.0 !. 7A• UAY V m w V m 0 II / E / II II _ /IY LOCK OPTIONS /1 OR /2 \ (OPTION 2 S SEE SHEET 7. FOR DESCRIPT� a m ---- _LL____ II III / B \ I 1 / i INACTIVE ACTIVE m p W 26 15/16' 26 15/1 6' w SURFACE APPLIED FALSE MUNDNS OR D.L. OPG. D.L.OPG. 1O coi DECORATIVE GRILL MAY BE USED 37• MAX. LEAF WIDTH (XX) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH WIDTH 76 37 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. MOTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125 )/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 37 3/16• MAX. U.0 VY . STAND ALONE OSINGLE SIDELITE SEE SHEET 3 FOR CAPACITY HEIGHT EXT.(+) INT.(-) REVEM An II tlKAwr .A* 9e• 7a.o 7. � � ••• � ��o I�-o3l •/3 • • • i i � i � i •� � � • Llti... S.- • • • • • • • • • i'l�Fiil— Cop" • ••• • ••• • • NOTE: ••• • ••• •• • •• GLASS CAPACITIES DN U1I6 SHEET 4RE• • • • • BASED ON ASTM OE1300•-09 (3 S". GUNS) • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a� o N Z q n 3 O� nV i a Qa eq^� O OJN`� OV OGORpp arczm 8 Odcaoq.l 0d LLza'� JZmaw Q W.f F 'O ¢ J ' N W V) N L M W T � V) t0 L � 5 �r O M p om n Z 3- m o w�� Jam• :.� .70502 I '•, TE ((� � drawing no. sheet 2 of 9 I DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 65.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 92 70.0 75.0 69.8 69.5 64.1 64.1 63.3 L.'0763.3 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES OUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 1 61.7 68.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.11 1 0.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 1 70.0 75.0 REINFORCING AS REDD. SEE CHART 39-3/4' MAX. (SINGLE) 76' MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELTTE) = FRAME HEIGHT - 11.000- D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438' 5' MAX. 3' 1EAD/Su O TYP CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 148' MAX. TESTED FRAME WIDTH HEAD do SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3' O.C. �(4) ANCHORS AT HEAD/SILL 12' MAX. ----- - 1 I L_1-_ I I u E m a o \ II II L K O II n I I u II n n 11 I 11 II II II n I I I I I I 1 I I I I I I 32 3/4' - 26 15/16' 26 15/16' D.L. OPG. D.L OPG. D.L OPG. LEAF WIDTH SIDELTTE FRAME WIDTH 39 3/4' MAX. (SINGLE) MAX, 76' MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH -' (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 •• ••• • • • • • •• • • • • • • • • Amu, I. REVISED • • • • • • • s • • • • • I�PlAng with Ilk Fwj& � PD I Iq�417II / Aempma No, -Oi j3 `�� 6►p4aba gwe1�N t � �P VGENBLc'•., 70582 NOTE: • • • • • • • • • Crud - Al 5 GLASS CAPACITIliZ;N TEAS SIHE� E • _ 2P BASED ON ASTMI E41300.09 (3 SEC• GWSTG) • • • ' 0'. r OF AND FLORIDA BUILDING COMMISS9" • 000 • %�`�. '•., pn,.• G� DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• to • • •• •• ••• • • • ••• • • J n J 4 m 25 `O 0 N n W z� to W f U,' m YE N'D 3 0 CO J v a 000 4 W m� T o n � o o � J� drowing no. W12-08 9/16" MIN. TYPICAL ANCHORS PENETRATION PROPERLY SECURED 20Y WOOD BUCK EDGE DIST. 1BY WOOD BUCK OR WOOD STRUCTURE METAL EDGE DIST. SEE NOTE SHEET 1 SRtUCTURE • EDGE EDGE DIST. B XX a: 3 pQ Q < 0 VI o � m o TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING -------------------- j I MIAMI-DARE COUNTY APPROVED I t I� CLIPPED MUWON �I !:SEE SEPARATE N A l II II I� _______ I wO W 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS M S IMPOSED BY GLAZING SYSTEM AND TRANSFER HEM TO THE BUILDING URE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,],L¢" DIA ULTRACON BY 'ELCO' (Fu�177 KSI• Fy�155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1 4" MIN. EMBED INTO BLOCKS (JAMBS) 114 SMS ELF DRILL LNG SCREWS fc_3.9E INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR •• ••• INTO METAL STRUCTURES (HEAD/JAMBS) • • • • • • • •• • • 000 • • • • (3) THREADS MIN. PENETRATION BEYOND SUBSWZATE • 0 • • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) • • • • • • :0: STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • • • • • • • • • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL DISTANC INTO CONCRETE AND MASONRY = 2-1/2" MI". • • • • • • • • • INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. • • -0: • • • • 0 • CONCRETE AT HEAD. SILL OR JAMBS fe a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •ROOUC T REV{S 0 r cwpM.s °ic-& 73 Awn"PK'N•-- 0'�15. EWhwYa pte_,�}30•� L�1 YiF DOOR DETAILS :W o < < m o o w `t�t1111111/////' AH t O o i • IE OF���� drawing no. 12 1/4' MAX. © CONCEALED USH BOLTS O 1/4' MAX. SHIMj�� LEVERS ATLSTILEACE SHIM 3 BYBUCK TYPICAL ANCHORSSEE f FOR SPACEING� 18 ACTIVE LEAF, s W ...a TYPICAL ANCHORS ESEE ELEV. FOR SPACING W W 25 23 EXTERIOR 19 9 D.L.O. METAL STRUCTURE 37' MAX. SEE SPEC SHEET 4 WIDTH LOCK OPTIONS LEAF /1 OR /2 39 3/4' MAX. (OPTION 2 SHOWN) SEE SHEET 7.1 I TYPK 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY • • • • • • • INACTIVE LEAF ACTIVE • • • • • • • • • • • • • • •AODUC f REY146Y • •4 eomobw MIY likeF%mI%b • ./.Mtp{C� • Aaytaoce No Gr II �� 13 • • 6`pinrlw 0�1��i � o • n ° � � ° c S � $ • • • • =-0 •• • EXTERIOR ••• :• 000 ••• • • • • �•• ••• OF �k/�� droringo no. DOOR DETAILS sheet '$ of 9 L�OFTION alit ///I/Il 11 lt\\ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f► o TYPICAL SEE ANCHORS ELEVATIONS 1/4• MAX O 1/4• MAX V I�ro w FOR SPACING SHIM 5 SHIM Z � • � 3 1 BI .WOOD BUCK r • TYPICAL ANCHORS SEE ELEV. f' w Z Q a • I • a FOR SPACING 16 �Op`O O 0�n �y d CL �0 0 G�� w O TYPICAL ANCHORS a p aSEE ELEV. FOR SPACING p 0 H W cq t4 EXTERIOR IL z o i J v m D.1.0. Q w6�1i METAL STRUCTURE SEE SPEC SHEET 4 42' AT 86' HT. 0 37' AT 98' HT. = o MAX. SINGLE SIDEUTE 'WIDTH v J N m N U w OPTIONS 1 O /12 SMS � REINFORCING 18 AS REOD. SEE SHEET 3 F 1/4' MAX.� �. AT 5' FROM ENDS U7 to SHIM AND 11' O.C. MAX. 5 M O 0 16 � 0 J N Z 3� 26 13 N O 00 WGo M r —= I o TYPICAL ANCHORS w SEE ELEV. L_ 12 o FOR SPACING .� 23 ��'�' o 14 15 25 g a g o D.L.O. 19 9 D.L.O. - EXTERIOR LEAF WIDTH u i 39 3/4' (SINGLE) . • 0 0 77 I o SIDELITE WIDTH • • • • • 76' (DOUBLE) • • • • • • • • • TX. R FRAME WIDTH �5 `0 8 $ • •• • • • • • • • • t• • m 0 R •uanucraevTa�c ..Go�Ptyl.g..11alreFW4Y .� P.1P�. !Ila_%,� �•'•JG�$F`� '� o ; � • • • • • • E.QMti,.. �}�a�E9 =_ 5*2018 = o • • • llaY rupin CwMf • ,9T OF � (f/�� drawing no. EDGE D1ST. TYPICAL ANCHORS SEE EUVANGNS SIDELITE DETAILS SS•....... FOR ••• • • • • ••• • • x • EDGE DIST.. . F O 22 �S 3 " 4 � � 2 GLAZING SEE SHEET = a w a 0 w o F o w " 4 4A z n • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM III PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER W63-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & 801TOM FRAME 6063-T6 - 4A E626 - SIDELITE 9' BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - a E608 - LEAF W STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6G63-T6 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12' LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16' LAM. CLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REDD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 MR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 112 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 i12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA. THREADED ROD STEEL - 25 W71323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB WSTRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEM RULB SANTOPRENE ULTRAFAB 28 - - CLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 j10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4' X 1/2' X 4' LONG EPDM 1 AT 6' FROM EACH END, DUROMETER 80±5 35 2/ LITE I SETTING BLOCK. 1/4' X 3/4' X 4' LONG EPDM AT 6' FROM EACH END. DUROMETER 80±5 SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. •• ••• • • • • • •• • •• • • • • ••• ••• ••• ••• ••• • • � • ••• wt4Ducr�v� . NM FLai�o `.� J ....; •' arpyla;,Yw betliag c.a. 0 N.—rplana ��,3 . / i A ` )P GEN@f'••.. • • • • • • • • Eapfratla Datq,�.yµ1 • • • • • 'i ��. — a1N•NaLr �e4•LC«uai ` 1 • • • • • • • • • • %5p gr ' of • • ••• • ••• • i. Ay nA .•' s o � � i drawing no. W12-08 LOCKS: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' Dtk THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DW THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM I 1 II II i II INACTIVE\ ACTIVE HINGES: 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART JFD-107 BY SULLIVAN h ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH 110 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN h ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' FH MS CONCEALED FLUSH BOLTS BY 'SULLIVAN A: ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' FH MS I 1 ACTIVE INACTIVE ACTIVE rFmDUE. F "mus a osy174q ma tit F1.66 A.me~. N• 1 f--O �tc9 • •• • • • • ••• • • • • • • • • i • • • • L111111111/TTT' ••• •:• ••. MA O1&. • • ••• • ••• • • • • • • • • • • • ••• • • • ••• 0 0 ro�� Z� 08 q0 Pm f L v p•p J 4 0 0��O 06O<g 0 yeq"o 1C (L z y drawing no. W12-00 I 4 000 L .078 .625 5 4�2.062-�I t DOOR FRAME HEAD/SILL 078 4.031 LJ 7 LEAF 1 750 -{ I 4.750 H TOP/BOTTOM RAIL r'.519 .803 .045 'f��I I �I 1.047 I� 14 GLAZING BEAD 5/16- GLASS �{�r.394 .803 �}--.050 ��� 1.Ot7 GLAZING 7/16- GLASS �•Ij�.130 .803-II .04s I I i- 1.172 M- BEAD 1s GLAZING BEAD INSUL. GLASS - 1.500 F .062 6 LEAF W'STRIP ADAPTER .094 312 .442 81.584 LEAF ALIGNMENT BRACKET 750[- r.261 --{ 375 �I .t25 1.574 125 3.781 I t3 LEAF CLAMP HINGE BACK-UP PLATE •♦ ••• • • • • •• •�j 1.250 • i • ®• • • i 3� *EI-W:ML%ION REINFORCING • r • • 111tI I11 ttf •RODUCP1EVi8� �� wllf Wri4 • /�� 4.18E • • : • • • • • :MHn • • r ZL'y . 70J592 •• .07$ . .: . . `1 ^PIAR�/ 2018 i • • • • e.�•.r °"•''�y� OF 6 SIDELITE SLIP ON JAMB /777Si��L"�rt U Z m m _ h a n O f Z N G n 0 IL pt it V:1 C � m ti LL 0 t m aom 8 po 0 4 l' R LL Z N 1 Q W maf F U o 3 a o 7.531 3.719 t.507-1 .078 8.250 4.781 O SIDELITE 4.000 t.so7 1.750 TOP do --{ I �T 1.625 .078 BOTTOM FRAME 4.719 078 1.750 1.507 4.000--�I 9 LEAF HINGE STILE - mi .J � O U J m � n F N w N of 4 3 � Or1 n n Z 31i $ 3 Z c W w 5'344 4.000 ------ y I T 1.750 I 2.081 1.507 ,078 o LEAF LOCK STILE t,750 BOTTOM 7A 9" RAIL 078 329 - t 612�1 2 FRAME COVER 8.281 1.507-1 .078 9.000 1.625 o=ig,� i X X. H z w ^ "� 3 -5.344 .078 F 2.081 1.750 1.507 F�4.000-� 11 LEAF ASTRAGAL STILE -{ I-- I I .687 -� 1.197 .050 I I-� .154 16 SNAP COVER 3.719 L L�-- �yrvnNgr o eao`or=^o < < m 1.500 � 625 4.000 .078 2.G97 .078 4.000 LI 5 SIDELITE �t � .719 57 FRAME JAMB I .<- drawing no. W12-08 6heet 8 of 9 4.000 OSIDELITE 9" BOTTOM FRAME 3 DOOR FRAME JAMB • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z \ - • • • • •Ap • ••• • •••••• • • • • z "i fill. C s "��//IIIIII)TT a eo(.: 02-1s-12 revisions: SERIES 600 ALUM OUSWWC ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION nfc ooeesciioEN0INEERS&PRODUCT DEVELOPMENToe.2a.12 REV. PER PERA COMMENTS ECO WINDOW SYSTEMS, LLC. 9380 SUNSET DRIVE, SUITE 2200a.02A5 NO CH"E THIS SHEET 8502. N.W. 80th STREET MIAMI, FLORIDA 33173 (C.A.N. 3538 dr. by. TARIO C 0..02.15 REV. PER RER COMMENTS ° MEDLEY, FL. 33166 C D 11.09., ] IIPMTED TO 2017 IBC TEL (306) 2.48100 FAK (30•) 2.2�97• ro 00 cnt Dy: E OD.,s.,a No cwwcE Tws SHEET TEL (305) 885-5299 FAX (305) 885-5902 COMP-ANL W72-OBECO