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WS-16-254 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)7564972 Inspection Number: INSP-251920 Permit Number: WS-1-16-254 Scheduled Inspection Date: March 28,2016 Permit Type: Windows(Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: STANFILL, LAWRENCE Work Classification: Door Replacement Job Address:9200 NE 6 Avenue Miami Shores,FL 33138- Phone Number (405)751-7919 Parcel Number 1132060150020 Project <NONE> Contractor: EW REED INC Phone: 305-759-5271 Building Department Comments REPLACE 2 ENTRY DOORS WITH IMPACT GLASS. Infractio Passed Comments INSPECTOR COMMENTS False REMOVE AND REPLACE 2 SETS 6 AND 7 DOORS TO REPLACED EXPIRED PERMIT WS15-1769 Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 25,2016 For Inspections please call: (305)762-4949 Page 10 of 31 Miami Shores Village 10050 N.E.2nd Avenue NE _ i Miami Shores,FL 33138-0000 ems° Phone: (305)795-2204 " Expiration: 08110/2016 Project Address Parcel Number Applicant 9200 NE 6 Avenue 1132060150020 Miami Shores, FL 33138- Block: Lot: LAWRENCE STANFILL Owner Information Address Phone Cell LAWRENCE STANFILL 9200 NE 6 AVE (405)751-7919 MIAMI SHORES FL 33138-2835 Contractor(s) Phone Cell Phone Valuation: $ 7,800.00 EW REED INC 305-759-5271 Total Sq Feet: 0 Type of Work:REPLACE 2 ENTRY DOORS WITH IMPACT G Available Inspections: No of openings:2 Inspection Type: Additional Info: Final Classification:Commercial Review Building Scanning:14 Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# YVS-1-16-58502 DBPR Fee $2.00 02/12/2016 Check*34051 $208.80 $50.00 DCA Fee $2.00 Education Surcharge $1.60 01/29/2016 Check#:34041 $50.00 $0.00 Permit Fee $120.00 Pian Review Fee(Engineer) $80.00 Scanning Fee $42.00 Technology Fee $6.40 Total: $268.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict co ormity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptin , is permit I assume a onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required o LECTRI L,PLU BI G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER I VIT- h &he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi n z i g. u 0 e, orize the above-named contractor to do the work stated. • February 12,2016 utho Signatu er / Applicant / Contractor / Agent ate Buil ing Department topy February 12, 016 1 \�o Miami Shores Village x� Building Department RFIC :JN7 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JAN 2,9 2816 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949Y' FBC 20 645 BUILDING Master Permit No. U/� �c— PERMIT APPLICATION Sub Permit No. XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL F–JPLLIMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP rr CONTRACTOR DRAWINGS JOB ADDRESS: q kx • City: Miami Shores County: Miami Dade Folio/Parcel#: it-'3706- IDI J-11OU Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): d� AJ�t� tom(- ' �� t/.e- Phone#: 27b5- '15i-174.30 Address: °� S4,— #✓. c($ zrr-� r City: ��A-M) t'7 i ,o- CS State: Zip:3=3 139 Tenant/Lessee Name: ch�.� � Phone#: Email: -�[}1l 'i'! � C �G�Jr P_I ISO�h, CONTRACTOR:Company Name: C.W, &eJ J.fx Phone#:, -7 Jra / Address: L5(4 �J& I-)toA Ve. . City: NOA-Y\ I�L� +M, �� State: }t ', Zipoz5 ` ` • Qualifier Name: gaw i tl W . L1.4 Phone#:, at fs–(Del 00 State Certification or Registration#: C f-G 00 *S9j3- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: Zip: Value of Work for this Permit: Type of Work: ❑ Addition Alteration Demolition Description of Work: s m :.: t"`fir; ti "^•%.y Specify color of color thru tile: -, Submittal Fee$ ':E;3 f Permit Fee$ �� Co CCF$ CO/CC$ Scanning Fee$ 'TQ - ®G Radon Fee$ DBPR$ D,00 Notary$ Technology Fee$ (o .40 Training/Education Fee$ f 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of�,r1L�ser 20 14, ,by day of_1� .2016 by LAw K4,,�IN�S&, - ,who is personally known to Ect AAk W wh all kno to me or who has produced— as.- me or who has produced 'r-VIA as U&AN STANFIL 0 identification and who di .p�Pte.g � entification and who did take an oath. NOTARY PUBLIC: 1h Coean.'*h"A"27'240 OTARY PUBLIC: t Sign: - ign Print: 5 iLi SON _ Print: t"y t`U, is Seal: :xpires Auq 27 20� * 0 * 'COf�411SSI�lOFF12(gB2 Seal: sr , EXPIRES; • /a; ,�a. ,n 10 FF 1197'2a J�Ie 2018 nnt;�•c N�tiandlNo4arY ''�oFvia`�O6AThIGNpi&rYS�y APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Kll.nJl,VI 1,VVVCRIVVR RGIV tJ1YY7V1 ,VL41L �w, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD r, ��CGCO04598 iy The GENERAL CONTRACTOR `•'r t Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 o� a REED, EDWIN W III E W REED INC 13400 NE 17TH AVE NORTH MIAMI FL 33181 o • ■ ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407300001925 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 392209 �LBTJ BUSINESS NAME&OCATION RECEIPT NO. EXPIRES REED E W INC RENEWAL SEPTEMBER 30, 2016 13400 NE 17 AVE 392209 Must be displayed at place of business NORTH MIAMI FL 33181 Pursuant to County Code Chapter 8A-Art.9&10 OWNERSEC.TYPE OF BUSINESS PAYMENT RECEIVED REED EW INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 10 CGCO04598 $45.00 09/09/2015 ECHECK-15-162037 This local Business Tax Receipt only confines payment of the Local Business Tax.The Receipt is not a license, perink or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed an all commercial vehicles—Miami—Dade Code Sec 6a-276. For more information,visit www.miamidade.govttexcollector DATE O ACO©® WDD/YYM CERTIFICATE OF LIABILITY INSURANCE 1/29/2016 THIS CEkTIFICATe 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 pollcypes)must be endorsed. H 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 CONTACTJosette Toussaint NSI Insurance Group PHONE (305)556-1488 FAX (305)556-3680 8181 Northwest 154th Suite 230ADDRESS:josettet@nsigroup.org AFFORDING COVERAGE NAIL a Miami Lakes FL 33016 INSURER A Mid-Continent Casualty Co 23418 INSURED meuRER B:Commerce & Industry Ins Cc 19410 E.W. REED, INC INSURER C: 13400 N.E. 17th Avenue INSURER D: INSURER E: North Miami FL 33181 INSURER F: COVERAGES CERTIFICATE NUMBER:16-17 GL/WC REVISION NUMBER: 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. ILTR TYPE OF INSURANCE POLICY NUMBER LILY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACHOCCURRENCE $ 1,000,000 A CLAIMS-MADE ®OCCUR I� a occ�arem:e $ 100,000 0401AM927388 4/13/2015 4/13/2016 MED Exp WW am ) $ EXCLUDED PERSONAL&ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 S POLICY E]JRC LOC PRODUCTS-COMP/OP AGO $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY .=MOLE lard LIMIT $ ANY AUTO BODILY INJURY(Per Perms) $ ALL OWNED SCHEDULED AUTOS AUTOS LiODILYINJURY(Peracc6dent) $ NONHIRED AUTOS AUTOS OWNED PRS DAMAC3E $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N STATUTE ANY PROPRIETOR/PARTNER/EXE"'T ❑ N/A E.L.EACH ACCIDENT $ 500,000 $ OFFICERMIEMBER EXCLUDED? (M s �Inl WC 003-63-7014 1/11/2016 1/11/2017 E,L, -EAEMPLp $ 500,000 under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks SclredW%may be atiadred H more spars Is requireM Edwin W. Reed General Contractor GCG #004598 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami, FL 33138 AUTHORIZED REPRESENTATIVE Oscar Seikaly/JOSETTi �— ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered narks of ACORD IN$Mrs mnunii . City of. North Miami NORTH MIAMI 775 N.E.125 Street • North Miami, FL 33161 . 305-893-6511 Business Tax/Certificate of Use Receipt Issued Date: 10/1/2015 CONTRACTOR'S OFFICE STORAGE OF EQUIPMENT Expiration Date:9/30/2016 Business Tax Receipt#: BT-000943 Business Name/Address: REED(E.W.)INC. 13400 NE 17 AVE REED(E.W.)INC. NORTH MIAMI,FL 33181 (4r.13400 NE 17 AVE NORTH MIAMI,FL 33181 Michael A.Etf•nn•,Esquire,City Clerk • TX TRANSFERED WHEN BUSINESS IS MOVED OR SOLD. NON-TRANSFERABLE • POST IN A CONSPICUOUS PLACE • NON-TRANSFERABLE ` s 54.4' I� ...................._........._........._.__.............. V11 —54 OFFICEJAN 54 �01� w a ¢ w ♦ LEVEL OF ALTERATION: I.(F.B.0 2014,5th EDITION ) w itu� C CO a CJ Q ♦ EXISTING BUILDING CODE (F.B.0 2014,5th EDITION) Nti 1 ♦ CONSTRUCTION TYPE: EXISTING. o w M w � . �-6 ♦ OCCUPANCY: B z o v u- .. ui c� z w O LO EGRESScm ROOF LINE w z v ` Lx J 11 5; (� M w U ('n- a u¢.. D2 112 w DOORS TO BE REPLACED c— w N / EGRESS •D •Q Q • 0000•• D1 SCOPE OF WORK �'� M -n • �' m ...... 1. REPLACE EXISTING DOORS (D1 & D2) WITH N O m co NEW IMPACT GLASS DOOR AS PER PLAN. �• •����• rn'�m Oc_ D (SCHEDULE PAGE A-2). 00;090 W �••+t D• 0• ••••• ZONE 5=65- 1 EGRESS 9� 99• ai �•• �����• • r..... c • ELECT • , 0�••••• ROOM11 X • 9.9000 0000•• Z • 0• • AC OFFICE OFFICE Q CL 0 54.4' NOTES: -n ♦ SEE DOORS SCHEDULE ON PAGE A-2. n OFFICE OFFICE RECEPTION ♦ X: DOOR WILL NOT BE REPLACED. cl) PANTRY OFFICE ♦ ALL WINDOWS WERE REPLACED WITH PREVIOUS N PERMITS. W OFFICE RECEPTION x 1 08/05/2015 4' 07/05/2015 .............................................._......_............. x A-1 FLOOR PLAN AND SCOPE OF WORK ` REVI sl -2 EAST ELEVATION & DOORS SCHEDULE. A"1 ` --- w TRU��P I A ED APPROVED FLOOI PLAN DAfL/a_ r uj U W Z ch LuLLI N th t+1 z 8 !� , 14 L/U// J Z w w O 01 LLI W LL J V +51.5, -55.1 U J 0 n=., U: D1 D2 EAST ELEVATION ��Q O0 �• NTS ... '�° -n ,ae.. ... • 2 -nX 0) � p.9. •t �. 009 .. 4lA D �.. • • 0:00• I— 909 .. -n , W O DOORS SCHEDULE c •®• • ' .90000 r' BUILDING INFORMATION r- oe 0 0 ;'•••• OPENING PROPOSED DOOR o Z • ULTIMATE WIND VELOCITY(MPH) 180 •• • � NOMINAL WIND VELOCITY(MPH) 139.4 180 LOC SIZE(in) AREA ZONE PSF* DOOR DESIGN LOAD TYPE NOA ANCHORS GLASS O EXPOSURE C W H (Sgft) EXT.(+) INT.(-) W H EXT.(+) INT.(-) "D2 80 86 N4 47.92 4 5430 54.90 80 86 N4 100.0 20.0 French Door S-0106.05 1l4"TAPCON IM PACT INTERNAL PRESSURE 0.18 � STANDARD WALL HEIGHT(FT) 8 76 87 45.92 4 1 5450 55.1D 76 1 87 100.0 120.0 1 French Door Z-0106.05 14"TAPCON IMPACT m MEAN ROOF HEIGHT(FT) 15 cn BUILDING WIDTH(FT) 112 LENGTH(FT) 54.4 ROOF SLOPE 3:12 ROOF ANGLE(DEGREE) 14.04 *COMPONENT WINDLOAD USING COMPONENTS AND CLADDING METHOD AND NOMINAL WIND VELOCITY(ASCE 7-10 VERSION 7.1 07/05/2015 EDGE STRIP(FT) 5 2004-2012 BUILDING PERMIT EDITION,WIND LOAD PROGRAM). END ZONE 10.88 A-2 6 w Y MIAWDADE AIIADI-DARE COUNW e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(780 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) —wmmaIamIdaae.w4ec9nomY Aldora Aluminum&Glass Products,Inc. 11500 Miramar Parkway,Suite 300 Miramar,FL 33025 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 Mian i Dade County Product Control Section(In Miami Dade County)and/or the AHI(in areas other than MiamiDade County)reserve thd right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material falls 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 11K2LM" 1010"Outswing Glazed Aluminum Entrance Door-L.M.L APPROVAL DOCUMENT: Drawing No. W04--91, titled "Series K2LM Alum. Out-Swing Entrance Door",sheets 10 through 11 of 11,dated 10/25/04,with revision"G"dated 12/15/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami--Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "MiamlDade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA rvill 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 glt&e-"*WL by prgOded to the user by the manufactuits distributors and shall be available fdr insps4tiofi2tt2h&j�ls sif6at the request ofthe Building Officia This NOA revises NOA No. 13-10 1.03 4risists of�hie-page l and evidence pages E-1,E-2 as well as approval document mentioned above, � The submitted documentation tivasreviowcd b?Jaitne D.Gascon P.E. . . . .. . . . . .. . . •• NOA No.14. 5 Expiration Date: May 12,2016 Approval Date: April 02,2015 . B x . ... Page i . . . . . . . . . . . .. .. . . . .. .. r ' Aldora Aluminum& Glass Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. DrawingNo.W04-91 titled Series K2 LM Alum. Out-Swing Entrance Door",sheets 10 through 11 of 11,dated 10/25/04,with revision"G"dated 12/15/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test per FBC,TAS 202-94 2)Uniform Static Air Pressure Test Loading per FBC,TAS 20294 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 (b)and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum outswing door, all prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s YM 4267, FTL-4238, FTL--4257 and FTL-4276, dated 06/18/04, 06/30/04, 08/12/04 and 08/13/04 all respectively,signed and sealed by Edmundo J.Largaespada, P.E. (Srrbn:itted under NOA No. 05-0301.04) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5's Edition (2014), prepared by Al Farooq Corporation,. dated 12/16/14, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-4423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex 11P Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 3. Notice of AcceptagevNa.-1"1.26. :Wised to Allnex USA, Inc. for their"Uvekol S Laminated Glasllntear!ax6 " dat ? p/14,expiring on 02/08/19. .. ... .. 0000 r • 066 •• 6.. .•. ;. .• 0 : : Jaime D.Gascon,P.E. •• • ..• . Product Control Section Supervisor . .. . . . . . . NOA No.154106.05 Expiration Date: May 12,2016 6 9. . . . 0 9.9 0 Approval Date: April 02,2015 . 0000 . . . . . _ 0000 . . 0000 0000 . . 0000 . Aldora Aluminum& Glass Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance to,of complying with FBC 56 Edition(2014), and of no financial interest,dated 10/10/13,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of ALDORA ALUMINUM[ & GLASS PRODUCTS,INC. as a for foreign profit corporation,active and organized under the laws of the State of Florida,dated March 10,2015 and filed by the Secretary of State. 3. Statement letter of conformance to,of complying with FBC 2010,and of no financial interest,dated 10/10/13,signed and sealed by Javad Ahmad,P.E. (Submitted ander NOA No. 13-1021.03) 4. Statement letter dated 08/21/13,issued by Aldora Aluminum.&Glass Products,Inc. of legally purchase of asset and rights of NOA No. 12-0731.06 from SMI Aluminum System, LLC and requesting that said NOA be issued under their name, signed by Manny Valladares,for and on behalf of AM=Aluminum&Glass Products,Inc. (Submitted under NOA No. 13-1021.03) 5. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 12-0731.06, dated 08/21/13, signed by Mr. Manny Valladares, for and on behalf of SMI Aluminum Systems,LLC. (Submitted under NOA No. 13-102L 03) 6. Assignment & Assumption agreement dated July 26, 2013 between Aldora Holdings LLC, SMI Aluminum Systems, LLC, Architectural Glass Products, LLC (each an "Assignor" and collectively, the "Assignors") and Aldora Holdco, Inc. (the "Assignee') signed by Leon Silverstein, Aldora Holdings LLC manager; Leon Silverstein, SMI Aluminum Systems, LLC, manager; Leon Silverstein, Architectural Glass Products LLC manager and Scott Hauncher,VP Aldom Holdco Inc. Submitted under NOA No.13-1021.03) 7. Bill of Sale dated July 26, 2013, delivered by Aldora Holdco, Inc. transferring assets to Aldora Aluminum & Glass Products, Inc., signed by Mr. Scott Hauncher, Vice President,Aldora Holdco,Inc. (Submitted under NOA No. 13-1021.03) 8. Department of State Certification of ALDORA ALUMINUM & GLASS PRODUCTS,INC. as a for foreign profit corporation, active and organized under the laws of the State of Delaware, dated July 18, 2013 and signed by Jeffrey W. Bullock, Secretary of.State. (Submitted uuderNOA No. 131021.03) 9. Department of State Certification of ALDORA ALUMINUM & - GLASS PRODUCTS,INC=..aq jafqr foreign�profit corporation,active and organized under the laws of the State Of Floridd dated Aa j 20, 2013 and signed by T. Burgh, Secretary of State. (Submitted under NOA No. 13-X 021.03) • ••• .. ••• ... Jaime D.Gas n,P.E. • •• . . Product Control Section Supervisor .. . . . . NOA No. 15--0106.05 . .. . . . . .. . . Expiration Date: May 12,2016 Approval Date: April 02,2015 AIdora Aluminum&Glass Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIIVIITTED F. STATEMENTS(CONTINUED) 10. Laboratory compliance letter for Test Reports No.'s FTIr4267, F rL 4238, FTL-4257, FT"276, all issued by Fenestration Testing Laboratory, Inc., dated 16/18/04, 06/30/04, 08/12/04 and 08/13/04 all respectively, signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under NOA No. 05-0301.04) 11. Proposal issued by the Product Control,dated 04/01/2004,signed by Jaime D.Gascon, P.E. (Submlued under NOA.No. 05-0301.04) 12. One year approval,subjected to successful verification test. G. OTIFI M 1. Notice of Acceptance No. 13-1021.03, issued to Aldora Aluminum&Glass Products, Inc. for their Series "K2LM 1010" Outswing Glazed Aluminum Entrance Door-- L.M.I.",approved on 12/26/13 and expiring on 05/12/16. .. ... . . . . . .. . .. . . . . ... . . . .. ... .. . . . .. �----� • ••• •• ••• ••+ Jaime D.Gascon,"P.E. • • •• Product Control Section Supervisor +. . . . + + . . . . • •• • • •. NOA No. 15-0101.05 Expiration Date: May 12,2016 Approval Date: Aprll 02,2015 ANCHORS READ. lu N SEE CHART BELOW 51 1/2- MAX. FOR QUANTITIES SURFACE APPLIED FRAME WIDTH FALSE MUNTINS 98 3/4- MAX. MAY BE USED FRAME WIDTH Z 4 MAX. 13 1/2-MAX. 4 MAX. 13 1/2d MAX. TYP. Q 74, HM/SILLA HEAD/SILLq ' _ `\AT HEAD/SILL CORNERSff CORNERS Q STRv < Isou It • -===y= - n , 11 tj• N C II II ••• � ^ 000:0 � � 11 oD � r � I I / � r• • ���jjj ��• � •• �. - - Z x 0000• .4 � II 00 �--��------ / � 0000• � � � • ` II (� 0000• .�T �,I j � II / 0000• i !� • II II / 0000 n M' 0000 _ Miami Shcres Village A = m 000* DATE •• •• • 0000• APPROVED BY c_�1i • 11 � i II . / •••i•i � •• r 11 i II \ i • • 00000 ZONING DEPT II Ir I / B " ,� 8 ' 000'0: .�A ... ••••� PLDG DEPT ACTIVE ACTIVE _ / IN—ACTNE _ r F N - UEJECT i 0 CCti1Pl_1FNCE WITH ALL FEDERAL -i i i ATE AND Cc I,I� y aUL�S ACID REGULATIONS � WRODUCT REVISED � � 37 3/4- MAX. S't 60 FIW& 37 3/4- MAX. j 37 3/4- MAX. z D.L. OPG. D.L. OPG. O.L. OPG. 1Ac;q"(* • THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 4s- Max. ;� � 41 48- MAX. as" MAX. `� m SHUTTERS ARE NOT REQUIRED. LEAF WIDTH a Atodnit tiro LEAF WIDTH LEAF WIDTH o SZSRIRS KUM ALUMINUM OUT—SWING DOOR TOTAL NO. OF ANCHOR.$ USE BUMPER THRESHOLD TYYPP ►L. ELEVATIONS AT MTG. si�E EIS (#5A+5B) WHEN WATER FOR FRAME N. ' SUBSTRA'#E UPTO 120 1N. INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. NOTES: 1 9 m •- .- ; USE HIGH—RISE THRESHOLD COVER ( 5A+5C) WIfITF WATER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �AL E 3 to o N INFILTRATION REQUIREMENTS MUST BE MET. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ,CEIVEIC LAMINATED GLASS 9 0 HURRICANE ZONE (HVHZ). 20'6 IMPACT SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER JAN 2•1 _ � c SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/o TRANSOMS. LOADS TO THE STRUCTURE. � JA� o SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF ANCHORS SHALL 13E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ��� FTA PES 70592 c SINGLE (0/X0 OR DOUBLE (0/X00 LEAF DOORS WITH TRANSOMS. EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C•A j 4 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE '.�;. M AN SEE CHARTS ON SHEETS 5 & 6 FOR DESIGN LOAD CAPACITY NOT PART OF THIS APPROVAL. _ LU a u OF DOOR MULLION. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �r{ Ury drawing no USE LOWER VALUES OF DOOR MULLION CHARTS (SHEETS 5 & 6) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT . ,�iSEC �:.`� WO4_9. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE OR DOOR CAPACITY CHARTS (SHEETS 2 & 3). REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 11 LEAF "M WIDTH #12-24 X 3/4- FH SCREWS 1/2" MIN. TYP. NOTE: V AT 4" FROM CORNERS I AND 12" oc. MAX. SPACING CLASS SITE GLASS CAPACITIES ON THIS SHEET ARE �� 01 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ZO � AN a IL O N / 08 \ � � �. � SILICONE Ix \ w \ DOW CORNING 795 8 TRANSOM JAMB SILICONE SILICONE DOW CORNING 795 ( X ) { X ) DOW CORNING 795 Q 3 1/4" HEAT STREWD GLASS 16 2(4 Zr 1/4- HEAT STREN'D GLASS 1O0" Interioyer Q LEAF WIDTH LEAF till LEAF VADTH LEAf V!lDTH Saflex Clear And Color Gloss ANCHORS READ. 120' Interlayer By 'Eastman Chemical Co.' SE£ CHART ON SHEET 1 Uvekol S OR FOR QUANTITIES By Wnex USA, Inc.' 100" Interlayer Saflex HP Clear or Color Glass g ci p / \ 1/4- HEAT STREN'D GLASS r� m \\ \` By 'Eastman Chemical Co.' W � 1/4- HEAT STREN'D GLASS U •v • a"� (19 19 z 2F IL IL I C7 // // C� // // t 1 I ..... Z • • Li � 44 �/ � 44 � • • 0'6 ..... ( ANCHORS 'ON GLASS TYPE 'A' , , .. .. �, .xx } ( xx ) SEE CHART oN SHEET 1 SL �� •- FOR QUANTITIES GLAZING DETAILS TRANSO SINGLE OR DOUBLE ENTRANCE DOORS W/O TRANSOM SILICONE NOMINAL DW& DESIGN LOAD WAWY-PSF DOW CORNING 995 OPNO.INCHES 91HEIGHT Lf�IN CHES HM PECORA 895 EXT.(+) 1NT.(-) GE 2000 IN 30 100.0 120.0 SILICONE 1/4- HEAT STREN'D GLASS Inte P��DOW CORNING 995 .100" rlayer so 38 100.0 V 120.0 Soflex Clear And Color Gloss 42 100.0 120.0 GE 2000 I'RODIJCCREVISBD By 'Eastman Chemical Co' 48 100.0 120.0 1/4" HEAT SFREN'D CLASS es Ift with the Florida 30 100.0 120.0 .120" Interlayer ..10" interlayer BunftCo& elslo 0. 36 100.0 120.0 Uvekol S Soflex HP Clear or Color Glass 84 42 100.0 120.0 By Allnex USA, Inc. By 'Eastman Chemical Co.' (a X. 48 100.0 120 4 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN' Contra GLASS •ade pr a 30 100.0 120.0SILICONE m SILICONE c ry z DOW CORNING 995 z DOW CORNING 995 aq 1 '� 98 36 100.0 120.0 z PEC= 895 3 �` c c 42 100.0 120.0 ^ GE 2000 \ GE X895 d o 48 100.0 120.0 c 30 100.0 120.0 / I ► / I I Engr: JAVAD AHLW ; o 36 100.0 120.0 l ! CML • 108 FIA. PEj 70592 d 42 100.0 120.0 t 1 CAN. 3538 za h 46 100.0 1240 44 / 44 / ,,.--,. 30 100.0 100.0 �'� 120 36 100.0 100.0 -- �" -f t drawing no. 42 100.0 100.0 GLASS TYPE 'A' CLASS TYPE 'B' W04-91 48 100.0 100.0 sheet 2 0f 11 SINGLE ENTRANCE DOORS WITH TRANSOM DOUBLE ENTRANCE DOORS WITH TRANSOM DOUBLE ENTRANCE DOORS WITH TRANSOM D$SIGN LOAD CAPACITY DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY NOMINAL DIMS. >$ITHOUT REM. NOMINAL. DIALS. _. WITHOUT REW. WITH REINF. NOMINAL DIMS. WITHOUT REINF. WITH REINF. oPNc vitOTli W. (+) INt. (-) INOPNOCHES� INCHES S INCHES IMNSAM HOW � {+} INT. (-) EXT. (+) IAL (-} °INCHES� INCHES m INCHES rRM4wm HOW °a• (+) il�fL (-) exr. t+y gVr. INCHES INCHES 9iCHE3 48 MAX. 108 MAX so 100.0 7 120.0 24 100.0 120.0 100.0 120.0 24 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 _120.0 g 36 100.0 120.0 100.0 120.0 60 36 100.0 118.2 100.0 120.0 � U 2WIDTH6o 42 100.0 120.0 100.0 120.0 42 100.0 112.1 100.0 120.0 c� 48 100.0 120.0 100.0 120.0 48 100.0 106.8 100.0 120.0 w 54 100.0 113.7 100.0 120.0 24 90.4 90.4 100.0 120.0 h 60 100.0 108.0 100.0 120.0 30 85.2 85.2 100.0 120.0 24 100.4 104.3 100.0 120.0 72 36 80.4 80.4 100.0 120.0 a 30 97.8 97.6 100.0 120.0 42 76.0 76.0 _100.0 120.0 X11 72 36 94.5 91.5 100.0 120.0 96 48 7Z.0 72.0 100.0 120.0 i 42 86.0 86.0 100.0 120.0 24 65.4 65.4 100.0 120.0 Z Nj s i 48 81.0 81.0 100.0 120.0 30 61.3 61.3 100.0 120.0 ri z �� 54 76.5 76.5 100.0 120.0 84 36 57.6 57.6 100.0 120.0 W O ; 80 IO 24 75.4 75.4 100.0 120.0 42 54.2 54.2 100.0 120.0 j 30 70.2 70.2_- 100.0 120.0 48 51.2 51.2 100.0 120.0 a 84 36 65.6 65.8 100.0 120.0 24 49.1 48.1 100.0 120.0 M 42 61.4 61.4 100.0 120.0 a 30 45.8 45.8 100.0 120.0 I 48 57.6 57.6 100.0 120.0 $6 36 42.8 42.8 100.0 120.0 • • ,i" ' •a••• 24 56.7 56.7 100.0 120.0 42 40.1 40.1 100.0 120.0 N OPNG' WIOTI9 ' •Q N •' 96" 30 52.5 52.5 100.0 120.0 24 100.0 120.0 100.0 120.0 ••• • '}�" ... •••i• _ •••• • 36 48.8 48.8 100.0 120.0 60 30 100.0 113.9 1000 120.0 • z � � ••••• 0/x 42 45.4 45.4 100.0 1200 36 100.0 108.3 1004 120.0 000 ti • 24 100.0 120.0 100.0 120.0 24 82.2 82.2 100.0 120.0 •••• • •moi •i••' 30 100.0 120.0 100.0 120.0 72 30 77.8 77.8 100.0 120.0 ••'• ' � •s••• 36 100.0 120.0 100.0 120.0 36 73.7 73.7 100.0 120.0 + ii • 60 42 100.0 120.0 1004 1200 408 24 59.4 59.4 100.0 120.0 i • �+ ••••• 48 100.0 116.3 _ 100.0 120.0 84 30 56.0 56.0 100.0 120.0 a g • .� .•••s 54 100.0 1104 100.0 120.0 36 52.8 52.8 100.0 120.0 �� O • 60 100.0 105.0 100.0 120.0 24 44.7 44.7 1004 120.0 � �j 24 100.0 100.5 100.0 12o.0 96" 30 41.8 41.8 100.0 120.0 z �� a 30 94.1 94.1 100.0 120.0 36 39.3 39.3 100.0 120.0 cQ� 72 36 88.4 88.4 100.0 120.0 42 83.3 $3.3 100.0 120.0 48 78.6 78.6 100.0 120.0 84 54 74.3 74.3 100.0 120.0 24 72.6 72.6 100.0_ 120.0 F 30 67.8 67.8 1004 -120.0 4 ( O/XX } 84 36 83.4 63.4 1000 1 120.0 i 42 59.4 59.4 100.0 120.0 48 F 55.8 55.8 1000 120.0 24 54.6 54.6 100.0 120.0Ak cNd �S 9s" 30 50.7 � 50.7 100.0 120.0 36 47.1 47.1 1 100.0 120.0 TRANSOM TRANSOM > 42 43.9 43.9 100.0 120.0 WITHOUT REINF. WITH REINF. Engr. JAVAO AHMAD 9 CML • PRODUCT RSC A.YISED Fill N 705$2 . . NOTE: Building yinB�vHb the Inodda .+�.� GLASS CAPACITIES ON THIS SHEET ARE ,�%7 ��`� � l�'c� �r , r� 2014 BASED ON ASTM E1300-09 (3 SEC. GUSTS) `. , ,,: >, droving no. AND FLORIDA BUILDING COMMISSION By _ ,..k W04-91 DECLARATORY STATEMENT DCA05-DEC-219 Mi a118I'raduelCbnucl f. sheet 3 of 11 V � • 99 3/4- MAX. N FRAME 1VIDTH 94 1/4- D.L. OPG. Z / 4„ MAX. 13 1/2- MAX. TYP. HEAD SILL G AT HEAD/SILL CORNERS Up g a. +per a NK H I ILz� Q M m NO. OF ANCHORS AT TRANSOM ENDS i SUBSTRATE WITHOUT REINF. WITH REINF. ' j r /i INWOOD 5 _ 8 CONCRETE 3 ' 5 �'�• c METAL 3 4 �•� !.►� ••�• v 000 f : ! \ •• • e W 1.1 . : \ � r 000:0• � p � �, 0• a 0000.. 1 c3 4cv 0000: OD �•...s • 0000 � 0000 n li it 00.000 .� 0 10.0 0000•• C -�----Ir-- ---- ---__- -Ir---I J- 't3 ti �r• zp $ y ACTIVE \ / IN-ACTIVE d a _ egos 2 37 3/4- MAX. 37 3/4- MAX. 0. D.L. OPG. D.L. OPG. 48- MAX. 48- MAX. m c3 u9 LEAF WIDTH LEAF WIDTH { O/XX ) m 2 a TYPEAL ELEYATIOl�{ a o "r. JAVAD AHMAO Cm o FLA. PE �_70592 PRODUCT RBVISSD CAN. 3538 Builcomplying ings�h the PtarWa �P'�t i AcceptenceNo "O ♦,ffG7 s --,. r v ul�st<e �Ci drawing no. ` 2014 W04-91 ivliadu side ro Cona --�,,,,,,4 j sheet 4 Of 19 DOOR MULLION LOAD CAPACITY NO. OF ANCHOM AT U) NOMINAL DIMS. LOADS-PSF SUBSTRAE DOOR MULLION WOOQ 8 wlunt (e) s anttE Ir Exr(+) g arra-) �� 4 24' 1000 30" 100.0 0 36" 100.0 a 42" 80` 100.0 II II 4 .0 48" 100.0 " F II \\ Q 100.0 ti0" 1000 CJ II / / 181 24" 100.0 x �I / % % I; % i% \ % A 30" 100.0 w II i \ �• i it Q 36" 100.0 11 II If 89 cy ti 42" 84• 1000 - n \ 0 NIX 4s" 100.0 rl \. If ` / 54" 100 011 II $0" \ / LL tl tr��=`__ 100.0 �=___` � If,__ '/ R H--- 2,C -24" 100.0 W7t00 3 m wl W2 1�1 0" 0 36" w 1000 42" 90 100.0 48" 100.0 WIDTH (w) a w1 2 W2 WIDTH (w) = 2' + V4 m w I 54' 100.0 v 24" 100.0 � D 30" 100.0 • • }i•�• v •••�• 36" 98" 100.0 ••• • w 42" tOfl.O •••:•• 1 C2• N LL ••••: 48 100.01-J, ••••• 24" 100.0 •••••• O �j• MM • 30' 100.0 •••• E lh •�••� 36p 102" 100.0 •• •• �4 112 •••�• 42 100.0 •••••• Na • 48` 1000 i • i a •••i• 24" 100.0 • • �_ _ " • 30" 100.0 •••� i f r, '��•� d ••••� • F .Mw 108' 100.0 42" 100.0 24' 100.0 30' 114' 100.0 36" 100.0 42" 100.0 c 24" 100.0 1? 100.0 36" 120" 100.0 $ 42" 99.7 C4 %4 a d � � : Marla- 41 raCA 41 S 40 £ngr. JAVAO MMAOCML i _o FLA. PEE t 70592 PRODUCT REVISED CA-N. 3536 as complying with the Florida I Bt11h1 C�/� drawing no. DOOR MULLIOiV Ott iN04-91 � ociuct Control sheet 5 of 1111 DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY DOOR MULUdON LOAD CAPACITY DOOR MULLION LOAD CAPACITY g NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS-PSF DOOR WIDTH MEl1TE WIDTH DOOR HEIGHT FRAME SPAN EXT. {+) DOOR WIDTH SWELITE WIDTH DOOR HEIGHT FRAME SPAN W. (+) DOOR WWMO ELTI F TWIDTH DM HEIGHT FRAME SPAN MIT. {+) DOOR WIDTH S9QE rEWIDTH DOOR A EIGHT FRAME SPAN I r. {+j 30" 100.0 30" 100.0 30' 100(.0) 30' 100..0) 0 �° a 60" 33' 100.0 _ 0 .0 38' 100.0 �« 3339" 100.0 640 39" 100.0 60" 39' 100.0 42" 100.0 1 42" 100.0 42" 100.0 42" 100.0 U 30' 100.0 30" 100.0 30" 100.0 30" 100.0 72" 33' 100.0 n, 33' 100.072, 33' 100.0 72, a33' 100.0 39" 100. 3g" 100.0 39" 100.0 39" 100.0 42" 80 108" 100.0 42` 84' 108" S6'100.0 42" 108" 108' 1i4"100.0 42` 100.0 e! MM 30' 100.0 30" 100.0 30' 100.0 30" 100.0 {� M 84" 33" t00.0 33" 100.0 33" 100.0 33' 100.0 Q p 39' 97.3 84' 39` 100.0 84' 39" 100.0 39' 100.0 42' 94.7 42' 97.8 42' 100.0 42" 100.0 Q 3 30' 96.7 30" 100.0 30" too.0 30" 100.0 Z 96` " `M" 97.7 33" 100.0 33" 100.0 J 39 89.4 860 39' 92.6 98 39" 100.0 98 39' 98.3 a i 8 g 42' 87.3 42" 90.3 42' 100.0 30' 100.0 C� �0 33 30' 100.0 30" 10D.D 30" 100.0 33' 100.0 ix 33' 100.0 , 33" 100.0 " 100.0 39' 100.0 a M 39' 100.0 80 39' 100,0 39` M 100.0 42" 100.0 U to W Go 42' 99.5 42" 100.0 42' 100.0 30" 100.0 °� 30' 100.0 30" 100.0 300 100.072, 33" 100.0 : 0 33' 98.4 , 33" 100.0 33" 100.0 39" 98.8 72' •• *�L `� ••••• � 39" 92.7 7239" 95.4 72 39' 100.0 42' 108" 120" 95.5 •••••• iF! •••i• 42" 80" 114' 9011 42' 92.8 42' 100.0 30" 100.0 • I tT� 84' 114" 96' 114' •••••• ,4J. �C} • 30 91.6 30" 94.7 30" 100.0 84" 33' 97.4 •••• O ON 0 M •••• 84' 33' 89.1 84" 33" 92.0 33" 100.0 390 91.1 _ •••••• e g M � •.•• '•9" 84.4 39" 87.0 84 39" 95.6 42" 88.3 •••••• c i� •i•• 30 83.2 42" 84.7 42" 92.8 30" 92.9 •�••�� •••�• 30" 86.5 30" 96.5 96' 33" 89.9 •• • a• • 960 33' 81.4 a6, 330 84.2 , 33" 93.7 • • 8Q " ••..• 39' 77.4 39' 80.0 96 39" 88.5 �•••,i �] �•E3 0 s3 ••••� 30" 99.7 30" 100.0 30' 100. N $• • 96.4 �« 33" 99.0 60, 33" 1OD.0 39' 90.4 3g" 92.6 U. 99.8 42' 87.6 42" 89.7 42" 98.5 30" ass 30" 91.4 30' 100.0 72" 330 86.1 72, 33' 88.5 , 33' 96.8 39' 81.3 0 �` 83.5 �" 90.7 O 42" 80" 120' 79.1 42" 84' 120" 81.2 1 42" We 120" 87.9 L 30. 80.0 30" 82.5 30" 81.0 $ $ 84' 33 77.9 8,f« 33It 0 80.3 Be 33' 88.2 39' 73.8 39" 76.0 39" 83.1 42` 72.1 42' 74.1 42" 80.7 is a e 96' 30M 72.7 1: 96« 30' 75.2 98, 30" 83.3 v 33 71.0 33" 73.3 33' 81.0 '> : C V O L. C7 IH -� .y�< NO. OF ANCHORS AT . If SUBSTRATE DOOR MULLION o WOOD 12 7d 11 / CONCRETE 8 Engr. J1+VOA AHMAO !? METAL 6 FLA. PEf 70592 _j it / C.A.N. 35M 40 It d ss x PRODUCTREVISBI) as Complying with III*FloddaBuU&SCodc 10 `• $ e�f Acce +ceNo o . `f D 162014 drawing no. u VLVUQ.n Date DOOR AgULLIOI� w2 - w1 >r W04-91SIDEt fTE w1oTH DOOR WIDTH ivtlaade I'roauct sheet 6 of 11 TYPICAL. ANCHORS V SEE ELEVATIONSMERL FOR SPACING 1WOOD Boy UCK TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURE y SEE ELEVATIONS SEE ELEVATIONS R F•` FOR SPACING o e• • r FOR SPACING o A4 a �$j • •• �. • • • a Q Z Jjla .. .° U 9): nn _ Qa 3/4' MIN. -t- r 15 VVV THROW BOLT 16 PENETRATION 14, TYPICAL. ANCHORS Q d 0 #8 X 5/8' PH SMS F 1 SEE FOR SPACING ELEG a AT Z" FROM ENDS 19 1 42' O.C. MAX. i5 a s to WOOD BUCKS AND METAL STRUCTURE NOT BY J 1 a 42 'ALDORA ALUMINUM & GLASS PRODUCTS' Q 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND t- •-� TRANSFER THEM TOTHE BUILDING STRUCTURE. w 6 og a a 1=-1= M m 1 t 1-1 1_ 2 _I J TYPICAL CHORS: SEE ELEV. FOR SPACING 24 3 r r t2 .�E ,A,- a (FU-177 KSI, Fy-155 KSI) p�• 1 1 I 7 I INTO 29Y WOOD SUCKS OR WOOD STRUCTURES ••• W O• ••�• 1-1/2" MIN. PENETRATION INTO WOOD •• • THRU 1BY BUCKS INTO CONC. OR MASONRY •••:•" 1 �•%� • 1 r 1-1/4' MIN. EMBED INTO CONC. OR MASONRY •*000."..• c 4 ••• TYPE 'B'- .t f a DA ULTRACON BY,F_LCO (FU-177 KSI, Fy-155 KSI) € m • • cy 0 S REINFORCING CHANNELS **:so: • 1 •••• r r DIRECTLY INTO CONC. OR MASONRY z d ,., = OPTIONAL .. 00 ...0 w a 9 w SEE SHEET 3 FOR CAPACITY 1-1/4- MIN. EMBED INTO MASONRY ...... � �.� •• a 000 1-3/4" MIN. EMBED INTO CONCRETE : : `� • 1 t iZ •d• •� W r r r I TYPE 'C'- J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) :•••• L �.�_ ••• I 1 r 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.-1/8") �•' r ; INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I i r 1 ALUMINUM : 1/s" THI MIN. (6063--T5 MIN.) r 12 I 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 12 11 t 1 TYPICAL EDGE DISTANCE la v INTO CONCRETE AND MASONRY = 2-1/2" MIN. p 4 34 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 7 TYPICAL CL TO CL DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. r------ INTO WOOD STRUCTURE - 1" MIN. c INTO METAL STRUCTURE - 1" MIN. o �; WATER RESIST. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. m °c" CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. #8 X 3/4' PH SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS f m m 2000 PSI MIN. AT 3" FROM ENDS • D AND 14-1/2' O.C. Ems: JAVAD AHMAO a r 1 1 (3) AT MTG. STILE LOCATION CIVIL • qc -, 4 NOT APPR'D FOR r �J= -, b AT 3" O C. FLA-PE 70.592 _a M -+_ WATER RESIST. gA �_1_1 2 PRODUCPRBVISBD C.A.N. 38 . as con sg with theFlorift e _ atern oN o Aw //��,� •/ O a' (tiJ p e Li F e I~xpl►ctbs►Date I: dW04-91 rA`oW no. 3/4" MIN. THROW T1►04"'9 i PENETRATION w V " ' TYPICAL ANCHORS a 4 e e BY y 1 Za1� e TYPICAL ANCHORS �tlaml Dade Product Commrol !J �t INTO Silt & SUBSTRATE w SEE ELEV. fOR SPACING SEE ELEV. FOR SPACING SHIM 08 O 08 X 5/8' PH SMS �v D.L. OPG. AT 5" FROM ENDS 1/4- lay MAX. w • TYPICAL ANCHORS 17 3 & 13" O.C. MAX. SHIM SPACE _• W000 FOR SPACING O 14 Z V-11 16 O • ACTIVE LEAF g _r 4 •e. O cy 1 yj7/ •TACAL ANCHORS C ILWOOD BUCKSEE ELEV. FQR SPACING FRAME WIDTH PANEL WIDTH FRAME WIDTH 4 © 1/4' MAX. g OSHIM SPACE TYPICAL ANCHORS LLJ SEE V". I � '17 16 #8 X 1` FH SMS FOR SPACING AT 12" O.C. • .. 24 s IN—ACTIVE LEAF zO •• • ••• ACTIVE LEAF � • 24 8 12 •••s•• y 00000 i q j� a: 0000•• Cil. 4QQ ••••qw 4 02 0 . . , MEW Ell, - - - STRUCTURE ••:••: �j 0000 TYPICAL ANCHORS� q - - ��„J •• •• r a •••0000*00 • • • FOR SPACING ••.� • • • � '� � 0000• • 4. 27 8 . j D.L. OPG. D.L. OPG. EXTERIOR PANEL. WIDTH PANEL WIDTH FRAME Y/IOTH 4-20 X 2- MS MODTICTM 0 4' FROM ENDS hhsED ti�Fluri4a & 12" O.C. MAX. 3 D.L. OPG` ' Bti�dd{ng CoCC N •6./� m $ 016 14 FisduCt Conwot •ti c m - ' v3 - ------- �nN& cn N am - a --------- -- o = - ----- "�'moo: ------ - o� m$ _________ Fav AHL o o -^------- - - - yv3 -------- FLA PE 70592 _ _ _ — CAN. 35M 41 z drawing no. ' 201 W04-91 LEAF WIDTH ; sheet 8 of 1j 1 4.500 3.339 V y .080 1.625 •off .540 c :7 - i I .125 .187 1.750 .094 1.875 ZjO 2.500 4.875 .937 .750 .t50 3.913 o. 5.000 .750 3.875 .125 ? T- � 2.oss 3.464 t5 1.200 O THRESHOLD BASE fla 3.625 6 DOOR STILE GLASS STOP (TRANSOM HEAD/SILL) Q n 1 FRAME HEAD I �q7 4.500 .125 k+-1.784 1.372 1.5 t 9 1'SDO V d .157 �_� .062 .O 6 TOP RAIL FII I ---4- .500 z 1.750 .247 �5 1.608 � �+ 1.784 .050 .125 .125 9 ASTRAGAL STILE DOOR STOP COVER THRESHOLD RAMP ADAPTER °C 0 1A ALT. FRAME HEAD 1,000 1.750 c .094 r 3.625 1.545 .063 • 2.086 4.875 .563 .062 '••' i ti..750 6.500 .187 .125 1.431 1751 •••••• its ••••• 6.375 I •••i•• � tf3 4' • 3.938 3.500 1.444 -_ 9 �••••0 S mo ••••� 2.500 •••• Q M •..• 1.750 ••�••� •i••' UL- o is DOOR STOP O HI-RISE THRESHOLD COVER E L • a �a .. . ��4400� • • a • .•••. .186 • • 'e'gj .. • tir:J 41 '••• L ••••� 2 1.000 FRAME TRANSOM / f 7 BOTTOM RAIL REINFORCING CHANNELS 42 0 .070 1.750 .250 4.125 -�-�� .125 .814 1.340 3.686 � .125 �- .062 �_____� c 1.570 r.33i 1.F1, 1.337 43 .750 ADA THRESHOLD COVER 9 3.712 4.500 .458 -$ � .125 1 g 2 L.784J -W .675 1>0 O REINFORCING CHANNELS .250 EXTERIOR GLASS STOP (DOOR) INTERIOR GLASS STOP (DOOR) 3 FRAME JAMB --1 1--.281 .773 3.697 .078 En9r. JAVAQ AHMAO r o_ CPAL a 2.773 FIA. PEi 70592 1.760 1.390 C A Nq 536 .125 .062 PItnDUCT REVISED ^ '• 378 .130 nc complyinj �v1Q► ho Flodda f t iLtj Lu �^ ;uiittInB Coci4 " 1067• t�� I :ACCP•)I031�91�R„ i -2.134-113 -�11.�0 .860 ,Taus f ;' f �� 6 204 Browing no. W04-91 t7 FLAT FILLER EXTERIOR GLASS STOP (TRANSOM) INTERIOR GLASS STOP (TRANSOM) �li�ur►i Daae i'taauct Coniroi�'`'`-. �` sheet 9 of • LOCK OPTIONS: ITEM Ali purr # SMIS Err. # RBQD. DNCRIPTION MATERIAL MA"./SUPPLIER/=UM. 14mu to 3/8- HEX STEEL TMP 1 5606 SMI-001 1 FRAME HEAD 6063-T6 - co OPTION 1: 1A SMM-006 SMI-006 1 ALT. FRAME HEAD 6063-T6 - SINGLE LEAF BOORS• 2 5710 SMI-018 AS READ. FRAME TRANSOM 6063-TG - Z / $DLT GUIDE 3 SMM-60.07 SMI-005 2 FRAME JAMB 6083-T6 - ALL SINGLE LEAF DOORS TO BE FITTED WITH 5A - SMI-036 1 THRESHOLD BASE - 6063-T6 - a 3 POINT LOCK 58 - SMI-037 l THRESHOLD RAMP ADAPTER 6063-T5 - a DOUBLE LEAF DOORS: 5C — SMI-066 l HI-RISE THRESHOLD COVER 6063-15 - U ACTIVE LLAT: 5D - SMI-036 _1 ADA THRESHOLD COVER -,- 6063-75 - -- THREE POINT LOCK SYSTEM WITH 5 PLY HOOK LOCK 6 SMM-5984 SMI-012 1/ LEAF TOP RAIL 6063-T6 - ;- BOLT REGENT 2222, KEY OPERATED ON EXTERIOR 7 SMM-5987 SIM-013 1/ LEAF BOTTOM RAIL- 6063-76 - -- n AND THUMB-TURN ON INTERIOR, LOCATED AT 6 SMM-5986 SMI-011 2/ LEAF DOOR STILE 34" FROM BOTTOM OF PANEL STEEL ROD WITH 6063-T6 THREADED ENDS 9 SMI-030 SMI-030 1/ LEAF ASTRAGAL _ 6063-TS INACTIVE LEAF: 11 SMM-5981 SMI-007 4/ LEAF EXTERIOR GLASS STOP (DOOR) - 6063-T5 _ - O TWO POINT LOCK SYSTEM SULLIVAN CH 103 12 SMM-5982 SMI-008 4/ LEAF INTERIOR GLASS STOP (DOOR) 6063-T5 THRESHOLD BOLT WITH THUMB TURN ON THE INTERIOR, LOCATED ATi/"- 14 13 SIAM-003 SMI-076 - EXTERIOR GLASS STOP (TRANSOM JAMB) - - -.-- --•- � a 34" FROM BOTTOM OF PANEL SMM-004 SMI-017 - INTERIOR GLASS STOP (TRANSOM JAMB) - -- Q 15 SMM-5712 SM-002 2/ LITE GLASS STOP (TRANSOM HEAD/SILL) - - w16 SMM-002 SMI-014 3/ DOOR- DOOR STOP6063-T5 OPTION 2: 3/8- HEX STEEL TIP 16A SMM-001 SMI-015 3/ DOOR DOOR STOP COVER 6063-T5 17 SMM-5807A SMI-004 OPTIONAL FLAT FILLER 6063-T6 M m SINGLE LEAF DOORS: 18 SMI-003 - AS READ. INTERMEDIATE SNAP-IN 6063-T5 v w } ALL SINGLE LEAF DOORS TO BE FITTED WITH 3 POINT LOCK BOLT GUIDE 19 H-63 SMI-001 AS READ. WEDGE-IN GASKET NEOPRENE DUROMETER 68 SHORE A • . ;� ••••• DOUBLEF 24 - - SMI-CO3 AS READ. BULB W'STRIPPING VINYL DUROMETER 83 SHORE A ACTIVE LEAF: 26 - - 2/ LEAF 3/8" THREADED ROD WITH NUT _ STEEL - ^- z •••: 27 - - 2/ LEAF FLUSH B(.T GUIDE ST. STEEL THREE POINT LOCK SYSTEM WITH 4 PLY HOOK LOCK 28 - - AS READ. PUSH BAR - - 00 .••. o $$ • • REGENT NO. 206-3P, KEY OPERATED ON EXTERIOR 29 - - AS READ. PULL HANDLE - - ....• . a •••• AND THUMB-TURN ON INTERIOR, LOCATED AT -- - •E•4• m 36" FROM BOTTOM OF PANEL 30 - - 2 THRESHOLD CLIP •• •• �• � ••• • ALUMINUM 2 X 2 X 1/8 X 7/8 _LONG ENACTIVE LEAFS cc 31 - " - -4/ LEAF SUPPORT PLATE (1-1/2- X 3-3/8- X 3/16-) ALUMINUM -- — • °� •••i• STEEL ROD WITH 33 #12 X 1-1/2 - AS REOD. FRAME ASSEMBLY SCREWS _ - HEX H TEKS Q•• THREADED ENDS TWO POINT LOCK SYSTEM SULLIVAN CH 103 35 #12 X 3/4- - AS READ. THRESHOLD CLIP SCREWS - FH SELF DRILLING •••• �n •g •••• WITH THUMB TURN ON THE INTERIOR, LOCATED AT 37 #10 X 5/16- - 2/ GUIDE GUIDE INSTALLATION SCREWS - FH MS & 0 36" FROM BOTTOM OF PANEL THRESHOLD BOLT 40 - - - REINFORCING CHANNEL (DOOR MULL) STEEL 1- X 3-15/16" X 1- X 3/16" THK. 41 - - - REINFORCING CHANNEL (DOOR MULL) STEEL 3/4- X 3-1/2- X 3/4- X 1/8- THK. 42 -- - OPTIONAL REINFORCING CHANNEL (TRANSOM) STEEL 1` X 4-1/8" X 1" X 3/16" THK. 43 - - OPTIONAL REINFORCING CHANNEL (TRANSOM) STEEL 3/4- X 3-11/16- X 3/4- X 1/8- THK HINGES: 44 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80f5 SHORE A , a 4-1/2 X 4- TWO PIECE STAINLESS STEEL BUTT HINGES � � � AT 8" FROM TOP AND BOTTOM AND 26" O.C. MAX.12X1/2 FH SEALANTS: C " ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS SELF TAPPING SCREWS 4 PER HASP 1-1/2- X 1/2" THK. SEALED WITH SILICONE. 7-1/2- LONG ALUM PLATE •' - a AT HINGE LOCATIONS 4 0 ey i3 Engr. JAVAD AHMAD r o CML FLA. Pik 170592 a M PRODUCT REVISED CJL. \3538 as complying with ft Flodit ,rg 0 Building code «�.� ` i `,+� � � Wou drawing no. t.t,r :. ," ° E ! '' 741 W04-91 Miami ade Pr uct Vontrol --�,,� sheet 10 of 11 j � w F 1"' a cy 33 011 t 2 FRAME TOP CORNER ' b p A g O W / ll/ DOOR CORNER 26 •. tc C • DOOR LEAF CORNER TRANSOM CORNER o 35 � Y 35 o ' $ O R � ? 33 / C4 ki = V C t► Cl I Engr. JAVAO A14MADCNLFLA. PE j 70592CAN. 3538�" PRODUC'TREVtSBDdi410 30 Acc�mucoNo �;i -"� drawingno. n�atQ _ r FRAME BOTTOM CORNER 13Y Mt `o „ �„ `----�, '1 ff' ?��� W�4-91 l.4iart�adoPi � sheet 11-0 f 11