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WS-15-2644 at Miami Shores Village !Permit'7`ype.WindowsJSh tters, g`n 10050 N.E.2nd Avenue NE i d.n„ Workea, caf/cin; Pe � Door Replacement ' Miami Shores,FL 33138-000 0 Permit Byatt: s:APPROVED Phone: (305)795-2204 �'ioniW* Flo= 012-112015 Expiration: 04/18/2016 Project Address Parcel Number Applicant 1450 NE 101 Street 1132050240040 Miami Shores, FL Block: Lot: NATASHA GAIQUI &MARITZA G Owner Information Address Phone Cell NATASHA GAIQUI&MARITZA GAIQUI& FIRST UNION PO BOX 40062/C MOORE --- - -- - JACKSONVILLE FL 32231-0062 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 RED OAKS SHUTTER INC (954)782-9325 Total Sq Feet: 0 Type of Work:INSTALL 2 ETI DOORS. Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# WS-10-15-57461 $2.00 10/19/2015 Check#:31250 $50.00 $89.40 DCA Fee $2.00 Education Surcharge $0.80 10/21/2015 Check#:31258 $89.40 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $139.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli nce 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 d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam ontract do the work stated. October 21, 2015 Authorized Signature:Owner / Applicant / Agent Date Building Department Copy October 21,2015 1 G Iy a®) oC, Miami Shores Village BuildingDepartment I -��` - � p z015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 i Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 = =- FBC 20 BUILDING Master Permit Np.JQOi6 - I q Z4 PERMIT APPLICATION Sub Permit Now_e;l 'S- 2(o, BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS: 145® Y�I 1 �� + SAKI Q t City: Miami Shores County: Miami Dade Zip: �) Folio/Parcel#: `3��J d2�'bl� � Is the Building Historically Designated:Yes NO Occupancy Type: 15;c— Load: Construction Type:' Flood Zone: BFE: FFE: l OWNER: Name(Fee Simple Titleholder): f!M1 _a- Gick Phorhe#: 3r)G7 S?3 -5CL3-1 Address: 9 �� 5k City: \Ct�@/l/U. State: Zip: 31318 Tenant/Les Name: j Phone#: Email: � 1��L lw. OCM V\o 5 z („orA CONTRACTOR:Company Name: Rb A Ju•1C.Ir Phone#: cf5Y-73Z,"7,3Z,5 Address: 01 City: State: Zip: '1330ce C7 Qualifier Name: Kl i COLl- (3(z, 66lAA Phone#: 75Z 0 State Certification or Registration M � .�(b �GCertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: tate: Zip: /� Value of Work for this Permit:$ "G, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replac ❑ Demolition Description of Work: tnS l ) -1V066 Specify color color thru tile: P o Submittal Fee$ �� Q O�J Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature l OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing ins try nt as�acnknowledged before(me this hday of 120 by day of —20 \ by Nt7Z ���� � ,wh is personally known to who is persona known to me or who has produced as me or who has produced as identification and who did take an oath. identification and wh ce an cM•RODRtaUQ NOTARY PUBLIC: NOTARY PUBLIC: ° RES:IMYCORE OCT 28 7671 p(P ®onded tlttough 1st 8ffie q�►t8� Sign: Sign: -- ko Print: a21 Pri DIAN M 0 RIO EZ Seal: s° �� MY COMM SION 33671 Seal: EXPIRES:OCT 28,2017 Bonded through 1st State Insurance APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) z Nouvno 3a swooaHlea_ ,— o~ `� 4�s j p g zlggngg 8g'esy appl 30N3OIS3U IfluvE) ' W q IIS iORMNd LU gg � qgj eFa �� mai 3 a vof � ge a a J 8 o$Q � a m I OCT 19 2015 iso U. 8!� W f s LLIw b $ U 3 g LU \ n v 0 F � \ 1 / I IL 1 I \ � p F � P y a — - 3 I v J6 , TL 0000"� �,�\ •• 0000 •• _ l • • • � __ �° ' • • 0000 0000•• 0 `v"J I I I I ill I 1 I (11 11�� � • • • • • I � - I � 0000•• Qe • • • ••••0• • •• •000• •• •• 9 0.0 •0••0• • •0••0• • 0 • 0 LL Ul w willffi LU a - Slip 6ijP a I �� 6 �� � �� � O x P 3 w 06/30/2015-2:39pm gabriels VAF`ro)ects\2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 31h ED. EFLGRXDA SUI LDEMIS CGDE (2014) & ASCE 7010 °°ASD°° WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOP, CG MPGMf HHS AND CLADDXNG EXPOSURE 'D' BASED ON Kd=0.85 INTERIOR ZONE 4PRESSUELSJ I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area S Ft)_ Roof Tributary Area(S Ft) 1.TABLES ARE INTENDED TO DERICF- 'WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 L 45 _! 50 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C DITIO�F AIV _t¢'B�Fp WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO Q&IRED FOR 4 TH THESE TABLES. 46.4 45.2 44.4 43.8 43.3 4.9 �M1.9 - -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -48.3 2.TABLES VALID O L1( Bl It SQF lygpf ROOF HEIGHT AS LIMITED ABOVE. 0-10 ft 0-10 ft +42.7 +41.6 t40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 3.TABLES VALID F R L T 1 ES.& L QP .APPLICABLE REDUCTIONS FOR ROOF SLOPES 41.6 +40.8 +40.2 +39.7 + .3 l3$, 843 / LESS THAN 10°SHA B p e�wN�`E INEER AS A SITE SPECIFIC CONDITION. 47.1 6.0 45.2 44.6 44.0 -0 6 ^ �.9' -42,6 58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 49.7 49.1 4.IDENTIFY THE B SCC INGM �AVERgCiE OF HEIGHT.IF THE MEAN ROOF HEIGHT 11 ft +43.5 2.3 +41.5 +40,9 +40.4 + .9 „^I:5 cr±49.2'! 1ml v:�',� 11 ft +43,5 +42.3 +41.5 +40.9 +40,4 +39.9 +39.5 +39,2 +38.9 CANNOT BE IDENTi €D R 5E-"Ttt PEAK RyJI7�f�N T. 5.ALWAYS ROUND _ a, Gh4Tsl t, T' LE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft -46.7 -45.9 -45.2 -44.7 -44.' 3 r 4.2 12 ft -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 6.CALCULATE THE TRI Fp���R P_YHE OP NING IN QUESTION(HEIGHT*WIDTH)OR +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 8:/9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)Ml7CFI Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -445 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 13 ft +44,7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 ft +44.7 +43,6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 OPENINGS PR A OF AN OPENING CANNOT BE DENTIFIED,ETHE MOST CRITICAL(0 SQUARE EN STRUCTURAL MULLS. IF THE FEET)SHALL -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44A -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40,9 +40.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61,4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -45.1 -45.8 -45.5 -62.1 -59.7 -57.9 -56.6 -55.5 _ -53.0 -52.4 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 16 ft +46.4 +45.2 +44.31+05- -++4216. +42.2 +41.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 -62.8 -60.3 -58.5 -5t2 `fiL - -? '.3 f .6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17ft +46.9 +45.6 +44,8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 17ft +45.9 +45.6 +44.8 +¢,1 `+ .T yg . 2.3 +42.0 GENERAL NOTES: 18 ft -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 18 ft -63A -60.9 -59.1 -5 :St z �. �S .7 -5�9'� 4.1 -53.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +47.3 +46.1 +45.2 +44,5 +44.0 +43.5 +43.1 +42.7 +42.4 +47.3 +46.1 +45.2 + 43.5. '' 3/ �, +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -5$3� /- .4 - -54.0 CRITERIA AS OUTLINED HEREIN. 19 ft 19 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 +47.8 +46.5 +45.6 +44.9 +44.4 3.5 +43.1 +42.8 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48A -48.1 -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 22 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44,6 +44.2 +43.9 22 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44,6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY. -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 54.8 -53.4 -52.5 -51.7 -51.1 50.6 -50.2 _ 67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED N HA[�BE _ ND VERIFIED BY THE GOVERNING 26 ft +50.5 +49.1 +48,2 +47.5 +46.9 r45i5' +45. 6 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM RA A@ ERMI];HOLDER. FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51.8 5 .3 - pA VZ: -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFERED -RWII �.EQ 28ft \\, 28ft S.THISSPECIFICA 0 PJP TO°OfFER ANY PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47.5 .0 f ,S {45 8 +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RE (;R EPA RA[�14vt) MITTED TEST CRITERIA AND OTHER -56.1 -54,8 -53.8 -53.0 -52.4 5 9Si/1 5 7 1.0 -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE {G YET TI0 TIF ,MATION AND APPLICABILITY OF THESE TABLE 30ft +51.7 +50.4 +49.4 +48.7 -52.4 +41�,5�ii-, ;+�6.7� +,�J�^� 30ft +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 VALUES WHICHI T I�B VE�FIfb--BY OTT} RS;I CCORDANCN WITH GOVERNING CODES. _ 6.ADHERE TO ALL C_mPROT OT1:.S M ORDINANCES. 57.1 -55.7 -54.7 -53.9 -53.3 + � � J5.6 �' -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIO 5E IN OF THE HOST STRUCTURE. 33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 *&2 'J7.1 33 ft +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 S.EXCEPT AS EXPRESSLY P E;H N,NO ADDITIONAL CERTIFICATIONS OR 57.9 -56.5 -55.5 -54.8 -54.1 -53,6 -53.1 -52.7 -52.4 -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61.1 -60.3 AFFIRMATIONS ARE INTENDED. 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48,6 +48.2 +47.8 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(1m).USE AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.NE 5 IF AT ALL IN QUESTION. MEAN 60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 EAVE ROOF HEIGHT 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 �. HEIGHT ROOF 61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55A -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 50 ft +56.6 +55.1 +50.0 +5'42 +505 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +519 +SES +SEA +50.6 5 S 62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 55 ft +57.5 +56.0 +54.9 •56.1 450.4 5718 +42.3 0510 +9l* 55 ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 rJ I 4 I Jr EL ATI -63.3 -61.8 -60.7 -59.8 -5;2 6 F,-58; 057 `57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 Q 60ft +58.4 +56.8 +55.7 •54.9 850.2 5316 F5301 0XV +9e.3 L60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.11+52.7 +52.3 WALL ZONE FIGURES /�� IS RI SNI O s s DAWN H D ATE 5TH ED. FLORIDA BUILDING CODE C G E�� 91 �6 �IE�1C� �g o mT D O INR ISSUE GSS TSB 03/05/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r O /I 1 ® p _Y J o o •PRP 2111�8C •• • TS• :/ • ASCE 7-10, CHAPTER 30 co_o_+ oFrace: °z m z z 160 SW 12th AVENUE, SUITE 106 " f� • . -. DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 M,:o -� • • • • • • MASTER PLAN SHEET m m _N A P: 954 354-0660 F: 954 354-0443 z M ® o � � THIS OOCUMEN'f LS THE PROPERTY OF ENGWEERWG EXPRESS, ( ) AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z aAi m WRRNTRNfECONSENT O TOF ENGWALTERATON•• E:HELLO@ENGINEERINGEXPRESS.COM zADDmIONS,OROTHER MARKINGS TO THIS DOCUMENTARE NOT INVA�AT0lo6 ASCE ® 0 • m ENGINEERINGEXPRESS.COM • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 s y t. M IAM I.1 ADE iVIIA111-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SN 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .nvw.miamidode.i!ov/economy Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (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 tnaterial 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:Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT:Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on FEB 01,2012,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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2.Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of ax • product,for sales,advertising or any other purposes shall automatically terminate this NOA;FailinP to ccnnp�y• ••••;• 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,'FQ'10'h,!'Ptd faIlo*%ved 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. *see 0 .•00.00 ••••• INSPECTION: A copy of this entire NOA shall be provided to the user by the nianufac reg ( its distributc�H. and shall be available for inspection at the job site at the request of the Building Official. •• •• 000.0 ••• This NOA renews NOA#12-0208.03 and consists of this page I and evidence pages E-1,a;well is appjovi. •• „� document mentioned above. 0 0.0 . The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. . . NOA No. 14-0303.09 M1AMaDADt?COUiYTY Expiratiqtr Date: June 10,2019 Approval Date: May 15,2014 V%o lk Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#12-0208.03/#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted snider files#12-0208.03/#09-0310.05) I. 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 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font,P.E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-T100,dtd 01/29/04, tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS(Submitted under file#12-0208.03) 1. Anchor Calculations and structural analysis,dated 02/01/2012,prepared by Al-Farooq Corp.,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc.for their"DuPont Sentry Glass 0 Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for their"DuPont Butacite PVB interlayer",expiring on 12/11/16. F. STATEMENTS • 1. Statement letter of conformance to FBC 2010,prepared by Al Farooq Corporatkn,Ad ed 0271 /2014, G 0• • signed and sealed by Javad Ahmad,P.E. • ...... .... ...... 2. Statement letter of conformance to FBC 2010&no financial interest,prepared byAl Farooq Corporation,dated 01/25/12,signed and sealed by Javad Ahmad,P.E.(Submittedamwer file4#12ti :"": 0208.03). .""'• .... ..... 3. Statement letter dated o2/14/I4, issued by EuroTech for renewal with"No Chamgg •; •••• •• ••• 4. Lab compliance as part of the above referenced test report. '• '• "•• •••••• G. OTHER ver: •' 1. This NOA renews NOA#12-0208.03,expiring on June 10,2014. ;••••• • 2. Test proposal#07-3527 approved by BCCO. ' ' a 0 . j l •E • • Ishan I.Chanda,P.E. 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DRSCRimI MATERIAL MANF./SUPPWSR/RRMARKS 1 ERM AS REOD, DOOR FRAME 8083-T8 - p 2 ER012 AS REO. DOOR LEAF 8083-T6 - 3 V21sw 1/LEAF DOR BASE BOARD 6063-T6 - Z 4 VZ-1483 1/DOOR FRAME SILL 8083-T8 - 5 - 1/DOR SILL BASE 6083-T6 - W a VZ-1481 AS REDD. ASTRAGAL STILE 8063-TB - g / \ 7 vZ-1933 a/LEAF GLAZING BEAD 8083-Te - $ / \ 8 2801 AS RECO. GIAZIKO GASKET EPDM OUROMETER 7515 SHORE A 8 a / \ 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONIKZLI.O � h % 11 00800% 4/LEAF HINGES ALUMINUM 0IE43E �y \ JL \ \ / 12 810 X 3/9" 4/HOME HRROE INST/LIATION SCRILYIS PH MACHINE SCRE-M 8 Q a \ \ \ / 13 - AS REOD BULB V/'STRIPPINC - - C A7 \ \ \ / 14 010 x 2" AS REW. ASSEMBLY SCREWS - HH SELF DRILLING 4! 3 \ \ \ / 15 012 X 1-1/4 - FRAME ASSEMBLY SCREWS SMS L tiQ�j 1190 DESIGN TOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/18"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS n SINGLE (X) DOORS SINGLE(X)DOORS DOUBLE (XX) DOORS g 'A' DOOR SIZE GLASS TYPE'B' DOOR SPIE GLASS TYPE'A'OR'8' 090"INTERLAYER .10'INTERLAYER BVTACUE WB BY'OUPONT' SENTRYGLAS BY'DUPONT' Z WMT. HEHIHT EXT.(+) INT. - WID1H HEIGHT EXT. (+) INT.(-) WIDTH FIEIOHI EXT.(+) INT.(-) _ 2/6 75.0 85.0 2/6 100.0 140.0 9/0 79.0 75.0 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS S 3/0 6/8 75A 85.0 3/0 6/8 100.0 1400 6/4 6/8 79.0 75.0 w W_w 3/8 75.0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 V n 75.0 85. 2/6 10.0 140.0 8/4 75.0 75.0 3/0 77_ 85.0 3/0 7/0 100.0 140.0 9/0 6/1 75.0 75.0 L'I yESILICONESCS 2800 GE Coll SCS 2800 n 318 75.0 85.0 3/3 100.0 140.0 8/4 75A 79.0 $ SILCIAZE I SIL.GLAZE 0 z Z F�1 2/6 75.0 85.0 2/6 10.0 140.0 LOADS SHOWN ABOVE ARE FOR 'S S.Li 3/0 8/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION B e ' )1..i w i RESISTANCE a NOT REQUIRED. M I "�I w o.. 3/6 75.0 85.0 3/3 100.0 140.0 0 00 Z y LIMIT NSTEWORON LOADS ro 48 PSF - � rt DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALIATIQNS WHERE WATER WHERE WATER INMTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. , IS REQUIRED. 3 REQUIRED. O WCK SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT AGTmE LEAF: GLASS TYPE 'A' GLASS TYPE 'B' 36"FROM SOTTOM,KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 002181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT PMODUCffaY18PB EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH(4)010 X 1-1/2'SMS. GLAZING OPTIONS 1.fq Pb*wmb th adia TOP AND BOTTOM OF ACTIVE LEAF PART 002181 PFLODLICI 4+fiBWEO STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4)08 x 1-1/2'SMS, u4owp11MgwRATht"ww Awapmm fy K _ +,.�, .G:3 0 C 1-1/4'X 1/4'X 16-1/4"LONG 36"FROM BOTTOM,KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILEBfrtd(,f;CeOe iylreRl„ffiM 4 ATTACHED WITH(z)06 X 3/4"SMS AND THUMB TURIN ON INTERIOR. 38AeaPlna 'FROM BOTTOM,KEY OPERATED ON EXTERIOR STRIKE PLATE AND TKUMB TURN ON INTERIOR. BINGES SINGLE DOORS: 1-1/4"X 1/4"X 18-1/4"LONG �Slch TWO-HANDED COMB HUNG �F- ATTACHED WITH(z)@e x 3/4'SMSBRACTAIE L GLASS CAPACITIES ON THIS SHEET ARE c� NOTE: EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH SOLTS AT BY'GILSSE' Z IGES eIrKGT%NOMS • • 0 "AND BOTTOM OF INACTIVE LEAF PART 002166 BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION (5)PER LEAF �-HAYED�H • • • • • • •ATTACHED WITH(4)08 X 1-1/2'SMS AT 6". 'F 38•, P OF D AND •• • • • • • DECLARATORY STATEMENT DCA05-DEG-219 9Z-1/2"FROM TOP OF ODOR 13YTRUOED BLUMWtBj 0RtQQ�Z• • • ••• BY'GIESSE' • • • • • • • • .I�INGES DOUBLE DOORS � (7)PER 4J"AT 49AWM I %DOOIV • • •ktp..}IpMDEp COMB LING AT 3",9"AND ONE FROM EXTRUDED ALUMINUM BRIDGE 2 EnBr.JAVAD*00 TOP AND BOTTOM, OONE AT MIDSPAN CPM, FLA PL (8)PER LEAF AT 6/8 DOORS 'LKESSE' E I0982 0 AT 3°,"9'AND 26-3/8'FROM (5)PER LEAFCAN• 311 y TOP ••• •:• • 9 -j L°2 FROM.TOBP OF2'AND DOOR $ jas •i • ii• • dr°WinNOTE:TOP AND480TTOM FLUSH BOLT LUST BEENGAGED DURING PERIODS OF HURRICANE WARNING. fBZ�I2 WO42 ••• • • • • ••• • • 0 g• 000 0 ••� i • • • • • • • •• •• ANCHORS TYPICAL ANCHORS w00D C1K SEE ECM1L 6ULEVATONS TYPICAL ANCHORS SEE ELEVATIONSMETAL FOR SPACING SEE ELEVATIONS FOR SPACINGFOR SPACING SiRUCNRE Z "- EDGE DST E . ' :•p.= e .b' DGE DI al e EDGE OP$T'. N ri d 91 0 0 o�� 73 ACCESS HOLES SEE ELEV�TONS yy� %%TH PLUGS FOR SPACING £ 7 I SEE SEPARA NOA 2 h FOR WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH RATING AND aLs MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND = n I TRANSFER THEM TO THE BUILDING STRUCTURE. v - t= - Ci 3 n TYPICAL ANCHORS: SEE ELEY.FOR SPACING _ _ 1 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI.Fye155 KSI) Ii �I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U M 1-3/8" MIN. PENETRATION INTO WOOD !0 cI�------ - _') THRU 1 B BUCKS INTO CONC. OR MASONRY w C3 .n o W -- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z �y ?AWS 13 rowel-OADE COUNTY DIRECTLY INTO CONC. OR MASONRY V w --`�AP sE°VEO Norma pmvcr 1 �, 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY o z ' TYPICAL ANCHORS .g ;.4�s .414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) j S 73 SEE ELEV.FOR SPACING I INTO MIAMI-DADE COUNTY APPROVED MULLIONS a St.h' i• t<<.,ry< INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 7 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7 it i TYPICAL EDGE 01STANCE c 8 V8t@DUcruVitiw INTO CONCRETE AND MASONRY = 2-1/2" MW. #6 x 1/2"SMS n •1MH�Hlel1► INTO WOOD STRUCTURE - 1" MIN. f 3"FROM ENDS INTO METAL STRUCTURE = 3/4' MIN. AND 10'O.C.MAx. ,b•M�Mr•e tN 020 G3 3 �yM•4r•ab� CONCRETE AT HEAD,SILL OR JAMBS PC = 3000 PSI MIN. - t2 x t"SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS VM m 2000 PSI MW. • AT CENTER •• SEALANTS � 8 2 :AT CENTER�F 1;ILl� ••• • • • o�m u © • •• • • • • • ALL FRAME AND LEAF f�ORNERS AND JOINTS SEALED WITH t3 • •• • • • • e•• • RFAT ADSEL OR TEKNA 50729 SEALANTS. U • • • • • • • • 13 •ONLY KO 00) DOW* • • • •• Enyr. AHMAD •� o FLA 705k 0 a CAN 3S k '' .• • • • ••• •�• o '. F.GGE'd '. • •• • • • • e. •' • • • • • ♦ • s drawing no. •••as ••• a• ••• •• r` W04-01 SEE TYPICAL oANC"l�MiG ORS \ • 012012 sheel3of 5 ••• • • • • ••• • • • • • ••• 0 • ••• • • • ••• • • l Ile MAX. Z SHIM SPACE 1/4-MAX. 1/4*MAX. SHIMMETAL �' g SHIM © 1 (2)f18 X 35ms O STRUCTURE Cg i TYPICAL ANCHORS OR WOOD Oi ACTIVE LEAF — F ANG M0°D � 8 1a 13 1 Q TYPICAL ANCHORS FOR SPACING -• '2 �i1 4 1a EXTERIOR 13 1sTYPICAL n 11 2 7 D.L.OPG. SEE EL�MORSEYv FOR SPACING gg 1palab ..Y"r4tw tD Z T6 LEAF VMDTHat �w1mx�pf✓IIC wRD t!! ah Aoeopiwlm N.l4_p a� gg f12 raj�d FRAME WIDTH gypby� G ,,� �+ M SINGLE DOO >SM W TY APPROVED MUULULIONN SEE SEPARATE NOA 1/4-MAX. Z =N gt SHIM U uj O i6 ry 1 15Y ' WOOD 8= O Z g w -------------r�r -2 0:o SEE SEPARATE NOA ry i� VN•I«i ACTIVE LEAF IN LEAF FOR SIDELffE S RATING AND DETAILS 13 18 41 I {�(��],�LA _7(2 - o g Ile 0 a o 9 _3m,��-�3•==-�Stf- _«.._-- Q STYPICAL ANCHORS EE ELEV. $ 12 13 D.L.O. FOR SPACING C:`:'•.. 11 2 7 EXTERIOR \(2)#8 X 3/4' D.L.OPG. SMS m `^ _- _- LEAF WIDTH _- _- E •• • • • • •• 88s <m v ••• 00* ••i ••• DOUBLE•DOOR Lftr.JRIAUAHWkUj u � PWAS wMas raft C.AN.35392 • ••• •• ••• • •• N• -UZO •�3 7 8 • • •• • • • • � /' Z��Z' drawing n0. • •• •• • • t W04-01 sheat 4 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.9J7 to .070 10 1,818LE: 1.834 ® 0 2.898 a II L.772-1 / Ito Q DOOR FRAME 8� pppqq eq 1.771 aryryryrya I ' I �V oil 2.630 5 L 2.619 n 1.024 .. U 2.047 FRAME TOP CORNER ? O DOOR LEAF m wdv 14 Opp 1.772 14 zz —, PRiouCTAICnBwut W W w�i6 .067 3.937 F- 0? 3.177 2.921 tE�Ne/�L-f•.3L%3•G'�% g Ea9Yatbb. eve—/•o��.c'd'7� � w a i.836�1 0 DOOR BASE BOARD }�--2.402-1 oHII Rip .138 I 78APt1GV'N6VItiBID w wtM He PtmMa I .059 1,7� Awapaus 7M2-6 20 .ems 1.417 .063 1.908 FitAME BOTTOM CORNER �� f� 571I f ' •• • • • • • • • •• g g S L 1.772 J '744 .�1 • • •e• e • :A ANERS O FRAME SILL O ASTRAGAL STILE s s • • •• • • • •• FMr.AMAD AHM i — 2.000--1an 1.000 CAE B 70982 o n �.�. 000 i e ••• • •s• J938 8 1. �� -��-.094 b48 0� x.018 i •• • • • • 1. • • • V drawing no. • •• o s •• •• W04 1.201 ••• -01 • s • • • . O SILL BASE O GLAZING BEAD sheet 5 of 5 ••• • • • • ••• • • • • • • ♦ •000 0 • • • •• •• • f • •• •• 2016-07-12 14:08 redoaks printer 9547822890 >> 1 800 685 7530 P 2/2 TE CERTIFICATE OF LIABILITY INSURANCE FD3/30//22 01601611) 3/30 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the carts icale holder is an ADDITIONAL INSURED,the poi(cy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCER NAM cT Sandra LaRue Frank H. Furman, Yne. PHONE ($54)943-5050 FAX 1314 East Atlantic Blvd. E-MAIL ,sandra@fu]C7J►aniIISurance.com ADDR P. O. Bol[ 1927 INSURERS)AFFORDING COVERAGE NAtC* Pompano Beach FL 33061 INSURERA;COVington Specialt�r ]Cn$uraIIea CO 13027 INSURED INSURERB.00111MArce 6 Industzv insurance Co Red Oaks $but:t er, Inc INSURER C FOCI Insurance CO _ 1017$ 221 3W 5th Ct INSURER D: INSURER E: _ Pompano Beach FL 33060 INSURER F: COVERAGES CERTIFICATE NUMBER-46-17 GL/WC/t)M 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 RZSPECT 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. II TR TYPE OF INSURANCE _ POLICY EFF POLfC in POLICY NUMBER MMIDD/YYYY MM/o P LIMITS R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE EX I OCCUR PREML-7T5-RrwPy-- 11 SES lEn tmrram S 100,000 VBX45131400 4/1/2016 4/1/2017 MEDEXP(Any one person S _ 5,000 PERSONAL&ADV INJURY _$ 1,000,000 CEN'L AGGREGATE LIMIT APPLIES PER: GENF,RAL AGGREGATE $ 2,000,000 POLICY Q JECT ��LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ -. AUTOM09ILE LIAe1LJTY COMBINED SINGLE LiMlis JESU aPJ10M. ANY AUTO BODILY INJURY(Per person) $ AUTOOS tU AUT03D BODILY INJURY(Per arcldent) S HIRED AUTOS NON-OVVNED AUTOS PR PERTY DA- S M 5 . UMBRELLA LIARA OCCUR EACH OCCURRENCE s 1,000,000 $ % F�ESSLWB CLAIMS.MAOE AGGREGATE S 1 000 00_0 DED RETENTIONS RE02133SR26 3/8/2016 9/8/2016 WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY YIN S•I•ATVTE ERS ANY PROPRIETOR/i'ARTNEt/FXECUTIVE �FFIOF,WMEMBER EXCLUDED? a C N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) 001WC16A66424 4/1/2016 4/1/2017 E.L.DISEASE.EABMPLOYE. S 1,000,000 if y6 RIPYIONO�FOPERATIONSbelow dE� E.L.DISEASE-POLICY LIMIT 15 11000,000 DESCRIPTION OF OPERATIONS LOCATIONS I VEHICLES(ACORD 101,AddiUonq)Remanm Schedule,may be altaehad N more space Is requlred) license #1 COC1519838 CERTIFICATE HOLDER CANCELLATION 13057568972@efaxsend.00m SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami $holes village THE EXPIRATION DATE THEREOF, NOTICE WILL 199 DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E. 2nd Avenu® Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE m 1988-2044 ACORD CORPORATION. All rights reserved. ACORD 25(2014/04) The ACORD name and logo are registered marks of ACORD INS026 nrlra01 1