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WS-16-2093 -_- - ,� ; �--fir O �'�-+� �- N��•f w,.�,�.�.��..� �.r��l� . �-___ ,tea�s_-�,,..�ti,e-C . ��y�y--� _ � � _ _ I �� .: .,�t.:, Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-268268 PermitNumber: WS-7-16-2093 Scheduled Inspection Date: October 03,2016 Permit Type: Windows/Shutters Inspector. Mesa,Michel Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:600 NE 97 Street Miami Shores,FL 33138-2471 Phone Number Parcel Number 1132060171680 Project: <NONE> Contractor: CONWELL&ASSOCIATES CONSULTING COMPANY Phone: (305)962-5673 Building Department Comments REPLACE 17 WINDOWSAND 4 DOORS 3 SIDE Lights 1 Infractio Passed Comments GARAGE DOOR INSPECTOR COMMENTS False 08/01/2016-RTN CHECK#1310 FOR$50.AMOUNT NOW DUE IS$50+$25=$75.00 08/04/2016-PAID Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-268200.CREATED AS REINSPECTION FOR INSP-266151. CREATED AS REINSPECTION FOR INSP-265939. CREATED AS REINSPECTION FOR INSP-264104. 08/23/2016 Failed BY ERNEST 8-26-16 need w/d attachment approved first(need to expose all work). Correction ❑ Needed Re-Inspection (� Fee U No Additional Inspections can be scheduled until re-inspection fee is paid September 30,2016 For Inspections please call: (305)762-4949 Page 31 of 31 N4 C PALM ENGINEERING GROUP,INC. 12491 S.W. 1346 Court, Suite 20 Miami,Florida 33186 Phone: (305)378-8594—Fax: (305)378-8995 September 15,2016 Job Address: 600 NE 97th Street Miami Shores,Florida 33138 Job Address: RC 16-2093 To Whom It May Concern: 1,Carlos D.Rolle,a Registered Professional Engineer,hereby certify that the windows and door attachments for the above referenced project have address have been reviewed,and examined as outlined in the attached diagram,and found to conform with Miami-Dade County,and the Florida Building Code 2014e,5t`Edition. Should any question, lease feel free to contact me at(786)251-9289. Carlos D.Rolle,P.E. FL.P.E.License No.55489 x Q 0 g � y&g oil ,9vN1a10H 'c7'Av t c5' r i � � W w � Cio dodgy Q�Q-� Z N o►- ��w�- �m w�IN wN'� OQ:z w � Q I nn,, xON�T xo;+ 1L —�xNw —�xNw O 0 O ° L ly WB u-1 w N d w.o II X Q II , I w Q�z� O� �o Pj UU- �p��N u�!)to w u wno,38) 0— W at -� Ox-T —�xcAw N�Qw-N w I N II x o N N l IT w d w Nu-U- ' �u w Q pw �4i d� IT d ft-O C x x 0-3Z x x ;to mIt'It ;rw m It'It N% X55 x5 5 a cv z It OFi � r- of4 ��&�F RfL-IW66 VGBpti Ce�DIIC-GNW a 493"N1L6 4.1600 \J � Z� �J W J Q Q�O Q 0 azo U`"z� Q WnL-0 U U Ell m Ill X cy,� } UXl W 1X11 „ cp W Al� d a 1_1l w d ILI ip m � O Q X Z _�; U QJ p � .p,o Q QF =�W U a,-:t66 C�xU � -� X cp W a N c+) m �qlU( �`"p X �_Q Xd X X W N�Q X�N W -CD t)W W W N Ul w 1 { d ` __ +rW _ r61 yrs .. " ' �� Y Miami Shores Villageeiig � 10050 N.E.2nd ANE $ venue ; 7 4Nl'c cbs$* tfC �I11 t � E18 Miami Shores,FL 33138-0000im - �e ° Phone: (305)795-2204 , 11711 $ A R�VE �coRmA Expiration: 1512017 tste Bllf2t�"! p� Project Address Parcel Number Applicant 600 NE 97 Street 1132060171680 Miami Shores, FL 33138-2471 Block: Lot: JAVA HOLDINGS LLC Owner Information Address Phone Cell JAVA HOLDINGS LLC 12555 BISCAYNE Boulevard NORTH MIAMI FL 33181- 12555 BISCAYNE Boulevard NORTH MIAMI FL 33181- Contractor(s) Phone Cell Phone $ 19,000.00 CONWELL&ASSOCIATES CONSULT (305)962-5673 Valuation: (305)926-5673 _,. Total Sq Feet: 2300 Type of Work:REPLACE 17 WINDOWS AND 4 DOORS 3 SI Available Inspections: No of Openings:22 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:7 Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $11.40 DBPR Fee Invoice# WS-7-16-60744 $4.80 08/04/2016 Credit Card $50.00 $411.00 DCA Fee $4.80 Education Surcharge $3.80 08/19/2016 Check*1323 $411.00 $0.00 Permit Fee $320.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $21.00 Technology Fee $15.20 Total: $461.00 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 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. Futhermore,I authorize the above-nam ntralctor to do the work stated. August 19,2016 Authorized Signature:Owner / Applicant / M ctor / Agent Date Building Department Copy August 19,2016 1 Miami Shores Village BuildingDepartment $ . Ik 2620ps 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y Tel:(305)795-2204 Fax:(305)756-8972 / INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 Q� BUILDING Master Permit No. (0 PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / [� CONTRACTOR DRAWINGS JOB ADDRESS:A0 N F -( -7 S 1- City: Miami Shores County: Miami Dade Zi 3 1 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type:_� Load: Construction Type: C&S Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): a-UG� �(� S Phone#: 74?4 - Address: I259S Its wQ vvR- *S&'77 City: k) \ IMS lila State: Zip: �7-71 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ea�y4� '/ D C�4� Phone#: 7P6 7.J Address: ^^ ,^�-- / (. City---- i 'rlI State: Zip: Qualifier Name: // Phone#: State Certification or Registration M �� 4� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: /�/� City: State: Zip: Value of Work for this Permit:$ —40'0 Square/Linear Foota e of Work: ®� Type of Work: 1:1 Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$D Permit Fee$ CCF$ - ® CO/CC$ Scanning Fee$ Radon Fee$ !-j• DBPR$ -4 `Ek) 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 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. 100C N. Signature Signatu 7-711-1Qr5i, OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1-Tal ,20 � (0J by �day of ` 20 /G by 51�0.d�e (0+-ttk'4?ro is personally known to AJwho is p rson;;illy known to ,-�M ,I r who has produced as me or who has produced b " b C' as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC NOTARY PUBLIC: r JOSE AMAYA GARCIA M MISSION 9 FF987789 Sig S IN0Y 01,2020 Sign: wm Print: Print: Ll/�•�N'"— Seal: Seal: A`�`, . e Jaw BRYAN JOSE AMAYA GARCIA :tR Nr, ,r L�i( v �1 .+: MY COMMISSION#FF987789 « ��yppCOMIISSUjb �2 %` E19 (407)398-0153 l7or�NNWryiuv a�. 11h '� ITY.1,Ud1 APPROVED BY VU11 V Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 07/25/2016 23:44 3053857827 CACC PAGE 01101 Aec),v CERTIFICATE OF LIABILITY INSURANCE °A-11M= W ) THIS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE HOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EMEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(% AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER NMPORTANT. If the caftiticate holder Is an ADDITIONAL INSURED,Me pollvAl sl must be andorsed. If SUBROGATION IS WAIVED,subject to the tomm and Conditions of the policy,Certain policies may require an andomiTaent A stet9ment an this cartffiede does not confar rights to the cartlflcata holder In Rau of such andolse s. PRODUCEN ALL CITY INSURANCE INC-ACI MY" CARPA -ODEiLGUF.Z 275 FONTAINEBLEAU BLVD. FEIONE(AJC N.191p 4 -841 F 305 436-8797 SUITE 190 D #6-- CRODRIGUEZAALLCITYINS=COM MIAMI FL 33172 INR J>AORCINI�}t COV1 RAO . _............ retsult�.A:MID-CONTINENT CASUALTY CO ,23418 e1st,R® RERe,:_ CONWELL 8 ASSOCIATES CONSULTING COMPANY 11771 SW 137 PLACE mumu MIAMI FL 33186- mymr, COVERAGES CERTIFICATE NUMBER:02 REVISION NUMBER:09 THIS 15 TC CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELow HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTw1THSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W))l RESPECT TO WHICH THIS CIFfMFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCL.USIONSAND CONDITIONS OF SUCH POLICIES.LIMIT$SHOWN MAY HAVE BEEN REDUCED BY PAID Cmms. INOR Lm TYPE OF INSURANCE ADOL BURR POLICY POLICY E>f4 LIMITS A OVISRALLIABmw 04GL930787 DWID412016 /04/2016 ,:A H CCS NCR s 1 000 000 A X C INIERcuL OEN@I�1,�uAmuTy 04OL953919 0412016 12017 mul-m-ei ma��, 100 000 CLAIMS-aaoe LX.J OCCURgp_pRLAn sEXCLUDED W,0—f,4L a ADV INJURY S 1 OOQ 000 - c.4±?ErI�L,ncoRcaaTE S 2,000,000 G.ENLAGGRI3,C3AT,ELtNpTAPPLIE6PER; PA DL1C.n_e OMP10P/L �a 000,000 Y PRO, WC a A AUTOMORIMLissom 04GL930787 8/041201 61CW207 (FAXIE SINGLE LIMIT 1000000 A ANY AUTO 04GLOS3919 6/04/2016 6/04/201 BODILY INJURY(Per PWM) _s HED AUTOS AOWNEDAUUTOS'n ph BODILY INJURY(Pareamemp 3 X NON-OWNED x AUTOSPRpPERNpAMApQ $ UNBREAA LIAROCCUR EA R EIICF�aLIAe HCLAIMS-MADE IwMI-qQ&'m-A- -- ��""`• WIMMASCOMPENSAMON WC9TATu :OTH- A-NO EMPLOYEW tdR Uly Q ANY PROPRIETOWARTNEIVIEXEECUTIVE EL HACCIDENT OFROERIMEMBER EXCLUDED? N I A (Mjmft ry In MH) n E.1.CaSwp EA 4ELOYEE S R QeBatGe unQer RMCRIPTION CF OPS RA1101B 1 LOCATIONS/VWfOLEB(A8at011 A=ID IQI,Atl""41 ft=FW edAdW%If WWN WPM m mpul" CGC1515336,CCC1328946,CFC1428047,CMC1250012,CUC1224991 CERTIF c ER CANCELLATION AI 003027 MIAMI SHORES VILLAGE SHOULD ANY OF TIRE AEOVE DESCM0W POUCIES gE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE TNERROF, NOT46 WILL BE DELIVERED IN CONTRACTOR LICENSING ACCORDANCE WITH THE POLICY PROVISION$, SECTION 10050 NE 2 AVE ALTnOe12116 WMBENTArA MIAMI SHORES VILLAGE FL 33138- U"//1,.Adw�'V ACORD Z$(201 MR The ACORD nares and I 01968-2010 ACORD CORPORATION. All rl"mwrvad. logo are registered matt of ACORD Miami Shores Village , oREs Building Department KENN lilt" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LORIDA Fax: (305)756.8972 1 BUILDI G CRITI E DATE: 07-26-2016 PERMIT NUMBER: 16-2093 Provide site specific or generic signed and sealed wind pressure calculations as required under chapter 16 of the 2014 Florida Building Code. Ismael Naranjo, B.O, CFM Building Director � f., �-R ,4� M R \- r i ' H04N0008196 ARTICLES OF ORGANIZATION Article I.Name The name of this Florida limited liability company is: Java Holdings LLC Article H.Address The Company's street and mailing address is: Java Holdings LLC 5835 Blue Lagoon Drive Suite 200 Miami FL 33126 Article M.Registered Agent The name and street address of the Company's registered agent is: Anibal 1.Duarte-Viera,Esq. 5835 Blue Lagoon Drive Suite 200 Miami FL 33126 Article IV.Transferability of Membership Interests No members shall have the right to assign their membership interests in the Company without the written agreement of all of the membership interests, unless otherwise provided in the Company's Operating Agreement. If the assignment is not approved by all of the membership interests,the assignee shall have no right to become a member,to participate in the management of the Company, or to exercise any other rights or powers of a member.The assignee shall merely be entitled to receive the share of profits and other distributions and the allocation of income, gain, loss deduction, credit or similar item to which the assignor was entitled,to the extent assigned. Corporate Creations Intemational Inc. 941 Fourth Street Miami Beach FL 33139 (305) 672-0686 H04000008196 copyright®1993-loos CC H04000008196 Article V.Management This will be a manager-managed company. The name and address of each manager is: SHANE GRABER 5835 Blue Lagoon Drive Suite 200 Miami FL 33126 Article VI;Company Existence The Company's existence shall begin effective as of January 13,2004. The undersigned authorized representative of a member executed these Articles of Organization on January 13,2004. CORPORA CREATIONS INTERNATIONAL INC. Karla S a Vice President Corporate Creations Intemabonal Inc. 941 Fourth Street Miami Beach FL 33139 (305) 672-0686 H04000008196 Copyright©1993-2003 CC • Rogerhavarria.P.E. Project Title: ;onsulting Structural Engineer Engineer. Prolect ID. 780 Tamiami Canal Rd. Prolect Descr. � Miami.FL.33144 305-229-3874 Email:restructure@aol.com ® File-EaARCHiVE,DOCUME 1\ENERGA-21 ,SCE 7-10 Wind F®rCes Chpt 28, Pt2 & Chpt 30, � ENERCALC,INC.1983-201b.Budd b 1G67,Ver616.6.30 Ya i Description: WIND PRESSURES FOR WINDOS AND DOORS FOR 600 N.E.97th.St.MIAMI SHORES FL.33181.OWNER.JAVA HOLDING LLC Analytical Values V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 li All Buildings and other structures except those listed as Category I,III,and IV _- Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 12.0 ft ]AU0 0 4 2016 Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 10.0 ft^2 P Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 8.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 26.50 It a=max(0.04`LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures Min AW!t ,,.ai L_ad tease per 23 4.4 Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psi Zone: B = -14.69 psf Zone: D = -8.42 psf vertical Pressures... Zone: E = -42.39 psf Zone: G = -29.52 psi Zone: F = -27.69 psf Zone: H = -21.16 psi Overhangs... Zone: Eoh = -59.41 psi Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda*Kzf*Ps30 per Eq 30.5-1 Roof Zone 1: Positive: 16.280 psf i-oad Case j)er 28.4.4 Negative: -40.075 psf :;, er;; :::; ,iicr', p. n Roof Zone 2: Positive: 16.280 psf Negative: -67.217 psf Roof Zone 3: Positive: 16.280 psi Negative: -101.121 psf _ t� Wall Zone 4: Positive: Negative Wall Zone 5: Positive: 40.075 psf Negative: -53.612 psf Roof Overhang Zone 2: -61.468 psf • Roof Ose4JP;l%-Aone3: • •� -101.277 psf ,�,,ee�e�ee ee,•••• *60 Goo GE • . . ®�® v S�%�'. • No. 50712 :7 0:::00 0006 669606 000 0000 0000 0 - • • •••• •••• • ® It • • . . t®NA �tJ • • • L 4 • • • • RogerChavarria.P.E. Project Title: Consulting Structural Engineer Engineer: Project ID: 780 Tamiami Canal Rd. Project Descr: Miami,FL.33144 305-229-3874 Email:restructure@aol.com ASCE 7-10 Wind Forces Ch t 28, Pt2 & Ch t 30, Pt2 File=E. -201IVEiDOCUME-11ENERCA-21 ENERCALC,INC.19133-2076.Build:6.16.6.7,Ver 616.6.36 af Description: WIND PRESSURES FOR WINDOS AND DOORS FOR 600 N.E.97th.St.MIAMI SHORES,FL.33181 OWNER:JAVA HOLDING LLC Analytical Values V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 If All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 12.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 20.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 8.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 26.50 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures t;9ir, ,r .id.icn:i L aa4 Case per 28.4 ♦ cai Ni r� Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -8.42 psf Vertical Pressures... Zone: E = 42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs... Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda*Kzt*Ps30 per Eq 30.5-1 Roof Zone 1: Positive: 15.245 psf 1 ;, ;;Cd Cue per 2 Negative: -39.039 psf {,,,er,ura,v�'rsi,-� , p' ," Roof Zone 2: Positive: 15.245 psf Negative: -60.078 psf Roof Zone 3: Positive: 15.245 psf Negative: -83.806 psf 'T �d Wall Zone 4: Positive: E466 f Negative: f Wall Zone 5: Positive: 38.246 psf Negative: -50.009 psf Roof Overhang Zone 2: -56.664 psf • • Roof Oe erllqan a Ione 3: -74.597 psf Asir r • •••• •••••• • •••••• -� 1 . •••••• •••• • • • .. 6666 6666.. 6666.. 6666.. 6666 6666. 66666666 6666. •.•e 6000 . • . 6666. 09..60 • • 00 •. 0.6000 660 • • •• • •• • • • • • • •• •..• •0606. • 0 RcgO:Chavarria.P.E. Project Title Consulting Structural Engineer Engineer: Project ID: 780 Tamiami Canal Rd. Project Descr: Miami,FL.33144 305-229-3874 Emaillrcestructure@aol.com ASCE 7-10 Wind Forces Chpt 28, Pt2 & Ch $ 34, Pt2 ENERCALCFile=EWRCHIVEDCCUME ,Ver: RCA-2 ,INC.1983.201 b Bu+Id b 16 6 77Ver 616.6 30 IT s Description: WIND PRESSURES FOR WINDOS AND DOORS FOR 600 N.E.97th.St.MIAMI SHORES,FL.33181.OWNER:JAVA HOLDING LLC. Analytical Values V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 12.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component 8 Cladding 26.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specked minimum design pressure 8.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 26.50 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04`LHD,3,min(0.10`LHD,0.4*MRH)) Design Wind Pressures ._;;ad Case per 23.4,4 r ; Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -8.42 psf vertical Pressures... Zone: E = -42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs.,. Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda*Kzt*Ps30 per Eq 30.5-1 Roof Zone 1: Positive: 14.989 psf vlinl ru, , tui'ii!G a Load Case per 28 4.4 Negative: -38.771 psf oil entire verlicai plane Roof Zone 2: Positive: 14.989 psf Negative: -58.175 psf Roof Zone 3: Positive: 14.989 psf Negative: -79.206 psf t, 7 Wall Zone 4: Positive: 37.770 psf 1 Ie.t D li cyc I Negative: -01.185 psf Wall Zone 5: Positive: 37.770 psf Negative: -49.047 psf Roof Overhang Zone 2: -56.395 psf 0 68 Roof Ovemana Ione 3: -69.193 psf • • ••• • •0 • • 04, • • • 0 0!0!00 • • • Y • • 0000•• 0000•• ••!• •• •• • • •!•!• !•••• 0000•• •r!•• 0060 t6.6 ! •66• 0000•• 0000 • • • •000•• ••6••• 0000 • • Y • 0000 Y• • 0000 • • 0000•• 0000•• 0000•• • • • i• •• 0000 .0..•• 0000•• 0000 0000• 0000 0000 •••�• 0000 0000 • 0000.• 0000.• f • • •00 •• • ••f":* 000 • •• • •• • • • • • • 0 0000 ••••.• 0000 Roger Chavarria.P.E. Project Title: Consulting Structural Engineer Engineer. Project ID: '80 Tamiami Canal Rtl Protect Descr: 41-9 Miami,FL.33144 305-229-3874 Email:restructure@aol.com File=E 1ARCH1 JE DOCUME-1 ENERCA-21 ,ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 ENERCALv4C.,INC.1983-2016.Builtl6166.7 Ver616630 i."i.3�Z� P ea9 8 �^ «.:D3, 'ai"+ .,f�".�'•��.�Y";:. S,y �,''.� ��..,�Z _ d J , Description WIND PRESSURES FOR WINDOS AND DOORS FOR 600 N.E.97th.St.MIAMI SHORES,FL.33181.OWNER:JAVA HOLDING LLC. Analytical Values 4. V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 12.0 It Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 32.0 ft"2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 8.0 psf Topographic Factor Kzt per 26.8, 1.00 LHD:Least Horizontal Dimension 26.50 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04'LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures u" 1. :r r 1, .,�;i u.:.0 Gase per 28.4.4 eq lcai nE: Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -8.42 psf Vertical Pressures. . Zone: E = A2.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs... Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda*Kzt*Ps30 per Eq 30.5-9 Roof Zone 1: Positive: 14.734 psf t1.tr.4;;, ad Case per 28< 4- S Negative: -38.502 psf or enTire.e :plane Roof Zone 2: Positive: 14.734 psf Negative: -56.271 psf Roof Zone 3: Positive: 14.734 psf Negative: -74.605 psf Wall Zone 4: Positive: ge, sf r t f Negative: �� ` �� A Wall Zone 5: Positive: 37.294 psf Negative: 48.084 psf Roof Overhang Zone 2: -56.126 psf • • Roof Ove:anq.Zone 3: -63.789 psf • • • • • • • • :0:40:• • • •••••• ••••• 004,06 ••••• • •••••• • • •••• • • •••• •••• • • • ••• • • •• • •••••• • • • • • •0.• •••••• •••• • • •••• ., . .e•. • • ...e.• 0000.. • •• •• .... •..r•• 0008 ••••000 • • • •000.0 • • • • .. • •• • 0 Rogei Chavarria.P.E. Project Title: Consulting Structural Engineer Engineer: Project ID 780 Tamiami Canal Rd. Project Descr: I�1iami.FL.33144 3105-229-3874 Email:restructure@aol.com _ FIe=EARCHVE'DOCUME-1�ENERCA-21 ASCE 7-10 Wind F®rCes Chpt 28, Rt2 & Chpt 30, Pt2 ENERCALC INC.1983-2016,Buda b 16 6.7 Ver 616 6 30 ., ,rte -. a r r+.�ka s a'.,..ter ;.zs-. �k^.,. � �"z- ,. :�J x. 3'_ a✓'" Description WIND PRESSURES FOR WINDOS AND DOORS FOR 600 N E 97th.St.MIAMI SHORES,FL.33181 OWNER:JAVA HOLDING LLv Analytical Values _ V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 12.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 112.0 ft"2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 8.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 26.50 ft a=max(0.04"LHD,3,min(0.10"LHD,0.4"MRH)) 3.00 ft max(0.04`LHD,3,min(0.10"LHD,0.4`MRH)) Design Wind Pressures r: i, ase per 28.4. r; Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -8.42 psf Vertical Pressures... Zone: E = -02.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs... Zone: Eoh = -59.41 psf Zone: Gon = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda'Kzt Ps30 per Eq 30.5-1 Roof Zone 1 Positive: 12.932 psf u ,U 0 _c.ay Ca$e ae`2c -. Negative: -36.660 psf r ne Roof Zone 2: Positive: 12.932 psf Negative: -43.422 psf Roof Zone 3: Positive: 12.932 psf Negative: -43.422 psf Wall Zone 4: Positive: 33.966 psf Negative: -37.327 psf Wall Zone 5: Positive: 33.966 psf Negative: -41.408 psf Roof Overhang Zone 2: -54.391 psf • • Roof O,re�an�q zone 3: -27.195 psf ••• • •• 0000•• • • • • • • • 0000•• • 0 • • • • • 0000•• •0.00• 000• •• •• ••00• • • 0 •000 Geese* •s0:•• 0000 ••0• • • 00•0 Soso* 00.00• • + • 000.0• •04••• • • • •• 0000•• • • • 04, • • • • 0000•• 0000 • • 0 r •• 9 • • • • • •• • 0000 0000•• 0000•• 0000•• • • 00 • •• 0• 0000 0000•• 1.0000 •••• 04000 efoo 0000 • • • • 0000 0000 • • ••0.0• 660:99 as • 0•0M0 • Ar p� MIAMI•DADE N11AMI--DADS COUNTY,FLORIDA siliaT . � PRODUCT CONTROL SECTION DEPARTMENT OF REG OOI AND ECO G` �7RCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION D1�31bk� � T(786)31522590 F(786)315--2599 NOTICE OF ACC ' ' jn .miamida�e.gov/economy Lawson Industries,Inc 8501 NW ge Street Medley,FL 33166 J SCOPE: � �- 4 _jj' L This NOA is being issued and glic le rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mfami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). 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 AHD(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHD 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 fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series`4300/6300 Fin-Frame"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L4300-6300-1201, titled "Series-4300-6300 Fin-Frame Impact Fixed Window", sheets QI through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dade County Product Control Section 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: "Miami Dade County Product Control Approved", unless otherwise noted • hggin. •••• •"EWALL.04iis NOA shall be considered after a renewal application has been filed and there has been • ..tW c$ange id the applicable building code negatively affecting the performance of this product. • ••• 'f ERMIN i;of this NOA will occur after the expiration date or if there has been a revision or change . 0:0000 inithe materials,-use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement -&•any pros ud,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure • .....• •to comply Vtlltdgy section of this NOA shall be cause for termination and removal of NOA. 4DVER1JJtRPT: The NOA number preceded by the words Miami-Dade County, Florida, and •••„ •followed by.flie.expiration date may be displayed in advertising literature. If any portion of the NOA is *:Goes dlsplayed,then-h shall be done in its entirety. • •••• •itMECTION: 'A copy of this entire NOA shall be provided to the user by the manufacturer or its Zis4ributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.12-0416.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-090&17 MIAMWECOUR"M Expiration Date: July 19,2017. y4mm BMW �,' Approval Date: November 27,2014 c� ° Page 1 o s• • • • • • • • • •��• • • • � •��s�• • • • • • • • • • • • • • • • •��• • • � •• • •�• • � • • • � • � s��• Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sub»pitted under previous NOA No. 12-0416.10) 2. Drawing No. L4300-6300-1201, titled "Series-4300-6300 Fin Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision -"A" dated 08/18/14,prepared by manufacturer,signed and sealed by Thomas J. Sotos,-P.E. B. TESTS 1. 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 an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12,4011, dated 03/14/12 and HETI-11 3362, dated 03/14/12, all signed and sealed by Rafael Droz-Seda,P. E. (Submitted under previous NOA No. 12-0416.10) 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 along with marked-up drawings and installation diagram of a circular arch fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI48-2026,dated 10/23/08, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 12-041610) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked--up drawings and installation diagram of a rectangular fin- frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-092539,dated 09/04/09,HETI-07--4379,dated 10/23/08 and .. HET148 2218A,dated 11/18/08,all signed and sealed by Candido F.Font,P.E. • •:•• f4brnitted under previous NOA No. 12-0416.10) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per F$C,TAS 203-94 • ..a1Qng with marked-up drawings and installation diagram of a rectangular-, a circular ..... '.:••' :••sroh- and an elliptical arch fir-frame fixed window, prepared by Hurricane •• •• •• .Ehgineering & Testing, Inc., Test Reports No.'s HETI-09-2540, dated 09/04/09, .... '• .;;HU4TI-09 2538, dated 09/04/09, HETI-09-2536, dated 09/04/09, HETI-08-2027, • ..:"d 10/23/08,HETI-08-2029,dated 10/23/08,HETI-08-2030,dated 10/23/08 and '... HETI-08 2218B,dated 11/18/08,all signed and sealed by Candido F.Font,P.E. •••••• •••• (Sltbmitted under previous NOA No. 12-0414,10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.17 Expiration Date: July 19,2017 Approval-Date: November 27,2014 E-1 0000.. • 0000.. 0000.. .. .. .. . 0000.. 0000.. 0000 0000. 0000 . .. 0000. 0000 .. 0000.. .9.9.. 0000.. .. . 00 0000 090004 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 03/13/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0416.10) 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. 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. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06119/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, issued by manufacturer, dated 04/11/12,signed and sealed by Thomas J.Sotos,P.E. (Submitted under previous NOA No. 12-0416.10) 4. Statement letter of no financial interest, issued by manufacturer, dated 04/11/12, • •••• ; • -signed and sealed by Thomas J. Sotos,P.E. • (Sttbjr:itted under previous NOA No. 12-0416.10) ' 5. :.:0�jboratory compliance letter for Test Reports No.'s HETI-08-2026, dated 10/23/08, •;•••. • •. .• METI 0$2026, dated 10/23/08, HETI-09-2539, dated 09/04/09, HETI-07-4379, .•• 00:000 ••Med 10/23/08, HETI-08-2218A, dated 11/18/08, HETI-09-2540, dated 09/04/09, ••o•• .••. : .•'OMTI-09 2538, dated 09/04/09, HETI-09 2536, dated 09/04/09, RETI-08 2027; : :0666:: 0:0,4gted 10/23/08,HETI-08-2029, dated 10/23/08,HETI-08-2030,dated 10/23/08 and 0000 0 0 0 0 0 0 0. ..:XETI- 08-22188, dated 11/18/08, all issued by Hurricane Engineering & Testing, • ' ' ,signed and sealed b Candido F.Font,P.E. • •••• •••• (Submitted ru:der previous NOA No. 12-0416.10) 0000 Jaime D.Gascon, Product Control Section Supervisor NOA No.14-0908.17 Expiration Date: July 19,2017 Approval Date: November 27,2014 E--2 .. . . • • • • •��• • • • � •��• • • •• •• � • • • • • • • v • • • • •��• • • • � •• • •�• • � • • • � • Lawson Indust ries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 6. Laboratory compliance letter for Test Reports No.'s HETI-124011, dated 03/14/12 and HETI-11-3362, dated 03/14/12, all issued by Hurricane Engineering & Testing, Inc.,signed and sealed by Rafael Droz—Seda,P.E. (Subrnitted under previous NOA No. 12-0416.10) i 7. Proposal No. 07-2527 issued by Product Control, dated 03/29/07, signed by Manuel Perez,P.E. (Subfnitted under previous NOA No. 12-0416.10) G. OTHERS L Notice of Acceptance No. 12-0416.10, issued to Lawson Industries, Inc. for their Series "4300/ 6300 Fin Frame" Aluminum Fixed Window — L.M.I.'. approved on 07/19/12 and expiring on 0719/12. 6666 . 6• 6666.. . . 0006•• 0000.• • • • • • • 0600.• • 0006•• • .• 000000 0006• 0000 •..•.• • • 0000• •• • 0000 0 • • • 0 • • • •• 0600 •0060• • • • 060009 • •••0.0 •• .•6••. . • ••• • •• 6.6000 0600 • • . • Jaime D.Gascon P. E. 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SCOPE: �, This NOA is being issued under the applicable rules d h governing the use of construction materials.The documentation submitted has been reviewed and aci "" 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(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2"Wide w/ Window Lite Option(DP+56.0,-64.0 PSF) APPROVAL DOCUMENT:Drawing No.00-18,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 08/24/2000,with last revision I dated 03/09/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control 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 LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, ••••• ;bptt in angle,or inner surface of a panel. • M%FWAL al litis NOA shall be considered after a renewal application has been filed and there has been no change •;•••• •Sd tHt:applic!file building code negatively affecting the performance of this product. .• TERMINA•'L'1AN of this NOA will occur after the expiration date or if there has been a revision or change in the ••••• ; giWoals,uge�end/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for ••• •• :faws,adverisaing.or any other purposes shall automatically terminate this NOA.Failure to comply with any section of • This JgOA s;alibe•rause for termination and removal of NOA. • •AI?VERTI�'EIVIENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the •;•••• ..expirationtt�•m�y 000 be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done •• la#s entirety. 090000 o •IWVEC'h()N:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and •shrill be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 014-0814.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrers,P.E. NOA No. 15-0304.02 I•t MECouP11Y Expiration Date:February 22,2020 .•••, Approval Date:April 23,2015 a¢'lb)yrs Page 1 s � • 0000.. 0000.. 0000.. • .. . 0000.. 0000.. 0000 0000. . • *000 s0 0000. 10•0 •• • .0900. 100.9. 004. ...91. • • . 0909 .90011 0000 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 00-18,titled"Sectional Garage Door",sheets I through 5 of 5,dated 08/24/2000,with last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.03" 1. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering&Testing,Inc.,dated 12/23/2008,signed and sealed by Candido F. Font,P.E. "Submitted under NOA#08-1106.OS" 2. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F.Font, P.E. "Submitted under NOA#00-1121.01" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC, TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 00-903,dated 08/11/2000,signed and sealed by Hector M. Medina,P.E. 4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 00-904,dated 08/17/2000,signed • •• and sealed by Hector M.Medina,P.E. ••••" ••••• 5. .'Tftt report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel •••••• '••••• paAels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, • •. ;0;Iiined by W.A.Jackson,P.E. "Submitted under NOA#03-02.10.04" 6666.. •• •. •• C: ••• •• ••• CAtWb]6ATIONS "Submitted under NOA#14-0814.05" 6666. • . -00- . 1. .•••Apchor verification calculations prepared by AI Farooq Corporation,dated :0699: so •"09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. 66 . *:Soso ••2. :•66Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 .• : 0... 0 2607,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. 000000 0000. 0.0 "Submitted under NDA#09-0128.03" 6606 K 0416 Carlos NL Utrera,P.E. Product Control Examiner NOA No.15-0304.02 Expiration Date:February 22,2020 Approval Date:April 23,2015 E-1 .. • • . .. . .... ...... • � • • ...... ...... ...... .. .. .. ...... ..... ....� �� ..... • ...... �� ...... ...... .. ... • 0 DAB Door Comnanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA #05-0228.02 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM 0155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004, signed and sealed by Rafael E.Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared • .. by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated ••.... 00:--0 • 11129/2004 signed and sealed by I. Ghia,P.E. • ••...N. �•Fest Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density • •. Fest of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, • •••• .. Ytg6ort No.04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. • F.•. :STAYEMJENTS "Submitted under NOA 014-0814.05" • 1. '08fatement letter of code conformance to the 5s'edition(2014)FBC and no financial •••••• :•:a Nerest issued b Al-Faroo Corporation,dated 05/13/2014 signed and sealed b •• ...},�. Y q rP gn Y •• ••• Javad Ahmad,P.E. Carlos M.Utrers,P.E. 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El � 11 1711� Z El U tl 1 11 I I t � I t O t t 11j1 tt 1 1 xF 1 1 O ID t 3$ ! 1 IIl X�ry m D ��1 ®0 2 1H013H 'MQM � �� • •• WN.b/t VL •� 0000•• 0000 • •• s • see • • • _ 00000• • 1 • • • • N • • 0!000• ••••• •••••• • • 0000• •• • 0000 Q • •• • • • •y N �gc 0000•: •• ••••�_�yyy%% • •••••yIYY N'�U a F- x 1� •0004• z • SYl 2 'a�� 4Wl ao �- a o •• :•�• g•••O•� o X�\ 30 o m'm Xnn • •• • ••n• \j 1 x1 d®R 0000•• • •• • • !n" ^m xjm n C. O n SX I 1 ------------ - - - - - - - - - - - - - - - - - - - ----- - SOINIM Q 'edo-!•a m 1H913H AMNIM .. . .... ...... ffrfR• • • •• • •ffff• •fr• •ffr•� � f� •rrr• •f•• •• • ••frr• •ffff• •r rf f• • •• f ••• • ff • • � •fr• •frrf• 0 0 • o MIAMI-LE AIA II-DADE COUNTY enow PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES I , F' 11805 SW 26 Street,Room 208 BOARD AND CODE AMUNISTRATION DIVISION-- Y1 T(786)315-2590 F{780 315-2599 NOTICE OF ACCEPTANCE (NOA). '' www.�niamiaaae.eov�ecoa4tti f Lawson Industries,Inc. UA 8501 NW 90_Street Medley,FL 33166 `� SCOPE: This NOA is being issued under the applicable tion verning the use of construction materials. The documentation submitted has been naccepted 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(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.T. APPROVAL DOCUMENT: Drawing No. 1.8700-0901, titled "HS--8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision`W', dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J.Sotos,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: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •TFiRMINATION of this NOA will occur after the expiration date or if there has been a revision or change •• *4 ibe materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement • of any proJuat,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure •" •to cc iu Iy with agy section of this NOA shall be cause for termination and removal of NOA. 0:000, ADVERAANkNT: The NOA number preceded by the words Miami-Dade County, Florida, and •00:00 •.f j&wed lalUekxpiration date may be displayed in advertising literature. If any portion of the NOA is ••••• .displayed,thM`1f shall be done in its entirety. • ••• •r1ci; PE0000 CT UNe A copy of this entire NOA shall be provided to the user by the manufacturer or its 'distributors mW shall be available for inspection at the job site at the request of the Building Official. **This N0A0An49es NOA No..12-0127.08 and consists of this page i and evidence pages E--I,E-2 and F,% o• •••• o V4 well ed appltgval document mentioned above. n&submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-090$,,14 ttaoanE cou ihrp sA Expiration Date: April 11,1017 1k E Approval Date: November 13,.2014 Page I 1 • • 0000 0000•• • • 0000•• • 0000•• 0000•• • • 0000•• ••• • •••�•• 0000• 0000•• • • • •• 0000• 0000• • • • • • 0000• •• • ••••s• • 0000•• ••s••• 0000•• • • • •• • •0• • • • • • 0000 0000•• s • 0 • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBA1=D A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and scaled by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Unifonn Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3047, HETI--10-3053, HETI-10 3057, HETI-10-3130, HETI-10-3223 and RET-10-3225,dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Subtnilted tinder previous NOA No. 11-0705.10) 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 an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, • •• HETI-10-30491, dated 11/09/10, BETI10 3050, HETI-10 3052B, ••••; •••• ; METI 10 3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated •••... •;•••: ' 03123/11,signed and sealed by Candido F. Font,P.E. • ;•:ff ibmitted under previous NOA No. 11-0705.10) ••• 4. ..Tp;t reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 ••• •• "•• :••:.. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 0000. •• • • .••tdgng with marked-up drawings and installation diagram of an aluminum horizontal :0000: •"sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, 0.000. •0000. • ;•• .0:.I1�c., Test Report No. HETI-10-3251, dated 04/25/11, signed and scaled by Rafael. 0:00.0 0000 . . E Dioz-Seda; P.'E. • (�'trbmitted under previous NOA No. 11-0705.16) 0000 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 .. . .... 006000 • 0 6060•• •06.•6 • 00 .e One ....6. •: • 6 � 6000• 60•.6 •• 6 •6666• 666..6 • 6 6000•9 • • ...• .600.0 . f Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TA_S 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 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035t HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B$ dated 02/28/08, signed and sealed by Candido F.Font,P.E. (Subinitted udder previous NOA No. 09-070&05) 6. 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL-3098 and FTL--3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted tnider NOA No. 02--0227.45) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries,Inc.,dated 05/28/09,revised on 07/10 and updated on 01/25/12,signed and sealed by Thomas J. Sotos,P.E. .. (Submitted under previous NOA No. 12--W27.08) see* 2. -. jilazing complies with ASTM E1300-04/09 0000.. 0000.. QUnI1;V ASSURANCE •••••• .•• 1. "ami Dade Department of Regulatory and Economic Resources(RER) �.. . 0000 0000.. • .H.. MAWRIAL CERTIFICATIONS ••••• • '• 1. •••Wotice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours&Co.,Inc. ••••0 0 ".''hr their"DuPont Butacite®PVB Interlayer."dated 04/11/13,expiring on 12/1'1/16. • . . 000000 0000... . . 001, 0000 0000 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 • 0000.. • 0000.. 0000.. .. 0000.. ..� ...: � 0000. .. . 0000.. ...4. e 0 0000 •• • .0000: 080.4. . •• .0000 . • .. ... . • • • 0000 000000 t Y Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to-Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NDA No.12-0.127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted tinder previous NOA No. 12-0X27.08) 5. Laboratory compliance letter for Test Reports No.'s AETI-10 3047, HETI-10- 3048, HETI-10-3049, HETI 10 30491, HETI-10 3050, HETI 10-3051, HETI- 10-3052% ETI10305211, HETI-10-3053, HETI10 3056, HETII0-3057, HETI-10-3130, HETI-10-3131, HETI10 3223, HETIIQ 3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering &Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. D3oz-Seda,P.E. (Submitted under previous NOA No. 11-070S.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI08 2035, HETI-08-2036, HETI-08-2037, HETI08 2038, HETI- 08-2116A ETI082116A and HETI-08211611, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F,Font,P.E. • (Submitted under previous NDA No. 09-0706.05) •:•.'8. . Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL--3098 and •.-YV,3364, all issued by Fenestratiofi Testing Laboratory, Inc., dated 12/06/01, •. •.12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P.E. ••••.. •• '(Strbinitted under previous NDA No. 02-0222 05) ..... ...... OTIMU •••••• 1. ••.Votice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their •••... Series "HS--8700 (Flange--Frame) Aluminum Horizontal.gliding Window - LM:I.", • : '... approved on 03/29/12 and expiring on 04/11/17. •" Jaime D.Gascon,P.E. 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V 4�sm+euwP INJWM .v. Com- 044 H V S�s _ a a gze a Od N GO ZJ a `spa P N OW Q 12 m 1 z:3 V ce :00..: see a ao • • •• *:*Gas • • • oa • � • • 000000 •••••• •••• •• •• �ztE7 Z., O '�•••• p ••• • •••• i r� V • • • •••• �O � g •••• i` • • tr.N M ... tr.a fv U 02 a •••••• • • 1.. egp ' • •••••••• • O ...•.. seen•• • • .... . :000* •.s. + • • •*0609 0009:6 .ess.• • c •�• + • e. • 000000 0 n• 0000•. 4 MIAMFDADE MIAn�DARE COUNTY,FLORIDA w PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES(RER) ---J 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION �77I` r ( �315-2590 F{?86)31 s-2S99 NOTICE OF ACCEPTANCE OA r srvw.ruiRmi$ade.gov/econotny. Lawson Industries,Inc. 61 8501 NW 901b Street ` y Medley,FL 33166 y SCOPE: 2 s r v� This NOA is being issued under the applicable rulesi a` gove Y'; g the use of construction materials. The documentation submitted has been rew ed b iami 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(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"LaPorte" 8'4" Outswing Glazed Aluminum French Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003,titled"La Porte-Impact French Out--Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G',dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section 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 L4PELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 'sdda?, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted 0000.. . . • herein. 000000 0 0 00" RENEWAL of this NOA shall be considered after a renewal application has been filed and there l been _,•. • no change iri ttie applicable building code negatively affecting the performance of this product. ' 000000 . .• .. . � ••.•. '-'TE1& 1UbX of this NOA will occur after the expiration date or if there has been a revision or change'' 00000 0 in Jhq mateghft%se,and/or manufacture of the product or process.Misuse of this NOA as an endorsement 60089: bf.aby prodW, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure 01o comply section of this NOA shall be cause for termination and removal of NOA. :0000: '9 0 e 0 vLIth'a'$y:AIWERTISEM ENT: The NOA number preceded by the words Miami--Dade County, Florida, and •0 0 followed by-&e expiration date may be displayed in advertising literature. If any portion of the NOA is %#splayed,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 No.134328.11 and consists of this page 1 and evidence pages Er-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.07 C 4DADE GQUK �- Expiration Date: June 05,2018 ��APPROVED, Approval Date: May 07,2015 30 t� Page 1 .. 0000 . . 0000.. 0000.. 0000.. e 00 6• 96 • 0000.• . . • • • 0000.• 0000 0000• • • 0000 • •• •6.9s • . • • 0000 •• • • • •0900• 06 0 • ••99.9 6. 0000.• •• • •.• • 6 • 6 • • • • 6066 ..•006 6 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "G",dated 04/15/15,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. 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, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201,issued on 01/06/2011, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 9 .. 4) Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 :Soso: ..•. •along with marked-up drawings and installation diagram of aluminum Outswing -French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s •;,••• 0 •,•MTI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued 0 0 0 0. '.:.•' :••&03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz•-Seda,P.E. ••••• •••• .••&&muted under NOA No. 04-060 7.04) :0.0090: "4. '7dst reports on: 1)Tensile Test,per FBC,ASTM E-8 00. 0:0000 .• .00.�) =jg with marked-up drawings and installation diagram of aluminum Outswing 9 0 '900 0 Fwnch door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. •0 0000 •••• •WTI-02 TO95 and HETI-02--T090, issued on 01/13/03, both signed and sealed by POO* Rafael E.Droz---Seda,P.E. (Submitted under NOA No. 03-0219.01) OAA Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 t Y •• • 0000 • • 0000•• • • • • 0000•• 0000•• s • • •• •• •• • 0000•• 0000•• 0000 0000• • 0000 • •• 0000• 666666 see* 00 0 • ee•66•06606 0•0 6.0606 •• • ••• • • • 6 • 6 • • Dose 860600 • 1 � Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI42--1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS ••.••• : .".1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their • :.09praray PVB Glass Interlayer",expiring on 12/11/16. ...... ':"':2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their • . 0 246raray SentryGlas@ Interlayer",expiring on 01/14/17. .."" .".3. .'Ndficc of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) ..... .... ... .. •0 0:• •rgI their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with '. '.: 'oFXT Core"dated 06/19/14,expiring on 12/I1/18. ...... .:''.. $'. STAIMI% NTS •' ' '•0 1. fitalement letter of conformance to, no financial interest and compliance with the 000090 0000' FBC 51"Edition (2014),dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. . Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E=2 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10,signed by Ishaq Chanda,P.E. (Submitted under NOA No.11-02 02.03) 3. Laboratory compliance letter for Test Report No. HETI-11 3201, issued by Hurricane Engineering& Testing, Inc., dated 01/06/11, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HET149-2624 and HETI-49-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0128 04) 6. Laboratory compliance letter for Test Reports No.'s HETI44-1897, HETI-04-1896A, HETI-04-1896B, HETI44-1377, HETI42--T095, HETI-02 T090, HETI42-1253, HETI42-17269 HETI-02-1728, HETI42-1736, HETI-02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 134328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 6666 .. 6666.. . . 6666.. 6666.. 6666. 6666 6666.. 6666. .. . 6666 6666.. .. 6666 0 . 0 60.606 0.000. 06 06.66• . . .. . . 666666 . 0000 Jaime D.Gascon, .E. 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The documentation submitted has been reviewed and accepted by Miami Dade*Cote+ . Product Control Section to be used in Miami-Dade County and other areas where allowed by�the, >i Having Jurisdiction(AHJ). 4 This NOA shall not be valid atter the expiration date stated below. Thesemi duct Control Section(In-Miami-Dade County)and/or the AHJ(in areas other than l db n " eserve the right to have this product or material tested for quality assurance purposes. If ' "p;eruct material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing 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 fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement-L.M.L APPROVAL DOCUMENT: Drawing No.LAW--ML-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Section 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: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RtNEWAL 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. • will occur after the expiration date or if there has been a revision or change ']']�TATION of this NOA ••••: in the materials;Vs ,1nd/or manufacture of the product or process.Misuse of this NOA as an endorsement 000 •••••• of arty... preduct,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure • to comply with�sy�tion of this NOA shall be cause for termination and removal of Noun 0000.. A)�� '�TISEDRLl�1T: The NOA number preceded by the words Miami-Dade County, Florida, an 0000. 0090 .00...0 follgVed.by the expiration date may be displayed in advertising literature. If any portion of the NOA is • di6Wajte4 then%§WK be done in its entirety. •• INSPECTION-. I4 eoopy of this entire NOA shall be provided to the user by the manufacturer or its • d4dributors and W11 be available for inspection at the job site at the request of the Building Official. •; ••• T9i1S A rev&cs1g0A No. 12-0127.07 and consists of this page 1 and evidence pages -I ,112 and E-3, as Wpll.es approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.08 Expiration Date: May 30,2017 •• Approval Date: November 06,2014 €�� Page 1 a .. • 0000 • • • • • 0000.• 0000•• • • . 0000.. •.66.. . 6 6• 00 •. • •000.0 •96.•6 0000 00•60 0000 • •• 0000• • • • • 0000. •• • • • 0000•• 609.96 6 • • • ••66.9 •s 0066.6 • • • • • • ••6• 000090 • • .e.9 ► q Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-050.1.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B"dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall.aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI--02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 3. Test report 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 120 inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02--1716, dated 8/27/02, signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under previous NOA No. 02-0501.OS) 4. Test report 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 an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI--02-1718,dated 8/27/02,signed and sealed by Rafael E.Droz-Seda,P.E. - • • 0000 .. 0 0•.• (Wi;jited under previous NOA No. 02-0501.05) •••••• ':'S.': Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 • Asng•with marked-up drawings and installation diagram of an aluminum sliding 0000.• • •Y • Os'Qoar, prepared by Hurricane Engineering & Testing, Inc., Test Report No. •0 0;0; ;; •• ftW1.102-1717,dated 08127/02,signed and se#led by Rafael E.Droz---Seda,P.E. • '• (Subrtfitted under previous NOA No. 02-0501.05) . 0000• 0 9 00..09 0.000• ••0 0000.. • • 000000 0000 . • 0000 Jaime D.Gascon,P E Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E--1 o � • • • • •••••• • •••• • •• ••••• • •••••• •• •••••• •• • ••• • • • • • • • • •••• 096600 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS(coNT-muyD) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL--1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted underprevious NOA No. 9S-12X2.09) 7. Test report on: 1) Uniform Static Air.Pressure Test,Loading per FBC,TAS 202 94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 904nch span mullion and a 45=-inch high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Subttutted under previous NDA No. 9S-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, prepared by manufacturer,dated 05/17/10 and updated on 01/25/12,prepared,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.12-012 7 0 7) 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. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC St"Edition(2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. : •7.. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit •••• ••• eovp&ation, active and organized under the laws of the State of Florida, dated • ••••• x}4/11114 and filed at the Secretary of State. •'•••• •• 3 St�it�rtrent letter of conformance to and complying with FOC—2010, issued by •'•••• •• jnapu€acturer,dated 01/25/12,signed and sealed by Thomas J.Sotos,P.E. ••••• '•:••` *(MI fhtitted ander previous NOA NO- 12-0127.07) ..... .. . ... • •� •��t�ment letter of no financial interest, issued by manufacturer, dated 05/20/12, ggpW and sealed by Thomas J.Sotos,P.E. •••••• •• •(arbmitted under previous NOA No. 12-0127.07) ' . ' ...... .... . . .... Jaime D.Gascon,P.E. Product Control Section Supervisor NOA.No.14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,20(4 1 -2 .. • . .. .... . ...... ...... . . . . ...... . • ...... .. .. .. . ...... ...... .... ..... .... . .. ..... .... .. ...... ....•. . . .. ... • . • • o •••e ••ee•• • •e•® Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CowjNUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HET142--1718, dated 8/27102 and HETI-02 T071,dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P. E. (Submitted under previous NDA No. 02--0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement-L.M.I.", approved on 03/29/12 and expiring on 05/30/17. •• • • Soso . SSSS.. . .•• 00.00. • • . . • ....•.. SSSS.. . .. .. .. . . . SSSS. SSSS 000000 0000• 0 0 . 0000 • . . 0 • 00.00. 00 • • • 000..0 0.00.0 • • . • 00•00•• ••S• . 0000 Jaime D.Gascon,P.E. Product Control Section Supervisor. 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