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WS-12-1371Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176233 Permit Number: WS -7 -12 -1371 Scheduled Inspection Date: August 20, 2012 Inspector: Bruhn, Norman Owner: MUNOZ, JAVIER Job Address: 75 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: ACM HURRICANE PROTECTION LLC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)970 -5368 Parcel Number 1132060131160 Phone: (305)885 -0678 Building Department Comments INSTALLATION OF ACCORDION SHUTTERS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 17, 2012 For Inspections please call: (305)762 -4949 Page 18 of 33 Miami Shores Village FECMEWIffil Building Department JUL uL 2 2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I,� Tel: (305) 795.2204 Fax: (305) 756.8972 Y ®® / INSPECTION'S PHONE NUMBER: (305) 762.4949 l ■� S 2.- -U Zrl P FBC 2010 B IL G Permit No. W 1 ) r 1 PERMIT APPLICATION Master Permit No. Permit Type: j_ UILDING JOB ADDRESS: -15 i E ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1 t ' 0(p- pl!) \ (D Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleeho11er): Address: 75 Or— qg � I .P; ; City: ami r e`°= NO Flood Zone: ne #: (142 .5D9 • Zip: ' N 73% Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 'b ( Qb City: Qualifier Name: State: ) IQt ida) Phone#:' '5 l J k i State Certification or Registration #: Certificate of Competency #• 4..orkaz Contact Phone#: �Q Email Address: ` � iP-7- l 0, 1 ' (on DESIGNER: Architect/Engineer: J Phone#: Value of Work for this Permit: $ -2 7/4 Square/Linear Footage of Work: Type of Work: ❑Addition XiAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: rl [t! ' •.s .141 1 ta' a a Color thru tile: *******+ x******** ****************�x�x�xx ***F **** �x**** �x�a�x�x�x+ x**** �x�x�x�x�x�x ****�x�x *x��x** **** ** ** Submittal Fee $ Permit Fee $ 19o% 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 �J v 1 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 FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AkkIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 11 1 The foregoing instrument was acknowledged before m- this 1l day of Ul , 20 i2, by , day of ,1 , 20 12.., by Signature Contractor who is perso$ ally known to me or who has produced who is pe onafly known to me or who has produced As identification and who did take an oath. L as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: A OE , _ , _ My Commission Expires: t_, 'I � ' �a =li i •85P 201 :: ccm $ask******* * * ******** talc***************** * * ** c************_** Sign: Print: My Commissi *****dt**8t**** ** APPROVED BY 77 -/ // ); Plans Examiner or ALAIN JAVIER MANRESA [AY COMMISSION # !<E068689 EXPIRES May 03. 2015 F IoridallolarySen,oe, corn (407) 398 -0153 * ** *8c* *** 8t 8t* ************* * ** rk* * *rk rk Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) 111111 11111 11111 11111 11111 11111 11111 1111 1111 C FN 2012R10514-68-6 NOTICE OF COMMENCEMENT OR Bk 28198 F's 1411; ( fps ) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 07/23/2012 11.37 =52 HARVEY RUVIi4 CLERK OF COURT MIAMI—DADE COUNTY, FLORIDA PERMIT NO. TAX FOLIO NO. 11- 3206 - 013 -1160 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 75 NE 98 STREET. MIAMI SHORES FL 33138 2. Description of improvement: INSTALLATION OF HURRICANE PROTECTION 3. Owner(s) name and address: LUIS JAVIER MUNOZ TRUJILLO & ALEXANDRA ROUX 75 NE 98 ST. MIAMI SHORES FL 33138 Interest in property: OWNER Name and address of fee simple titleholder. 4. Contractor's name and address: A &M HURRICANE PROTECTION 1050 E 15 ST HIALEAH FL 33010 PH: (305) 885-0678 d# 1.11 1, 5. Surety: (Payment bond required by owner from contractor, if_any), Name and address: :. Amount of bond $ 6. Lender's name and address: .7:17 �'t iter'xl°;.vq , isij,'d 7. Persons within the state of Florida designated by Owner upon whom notices or of er documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp i• led) Signature of Owne Print Owner's Name LUIS J MUNOZ TRUJILLO & ALEXANDRA ROUX Sworn to and subscribed before me this 11 day of Notary Public Print Notary's Name ALAIN J MANRESA My commission expires: MAY 03,2015 123.01-52 PAGE 4 5/07 ALAI% JAVIER MANRESA # EE068689 Prepared by LISSETE RODRIGUEZ Address: LISSETE RODRIGUEZ 1050 EAST 15ST HIALEAH FL 33010 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. - OPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: .N6 i1 tQar\Q, N \AO BUSINESS ADDRESS: 1 5 h CITY STATE 4 ZIP CODE s) BUSINESS PHONE: ? . • fl' FAX NUMBER gc�O CELL PHONE �_) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: Di 6� t` 50 E -MAIL ADDRESS (IF APPLICABLE): �y O D.O ' IX)f-e.--7_1-Z7 Created on 3119109 BY MLDV 1 RV 3126109 MLDV CTQB ction Trades Quaidyng FIC ITF OF COMP FII'.t O R 00569 A & M HU A ?* PROTECTION t_LC 10.8. E.Z JOSE GUSTAVO fed finder the. ploysiorts et Chapter 10 or RA dALtf'FOR C ACTING UNTILI QUALIFYING TRADE(S) METAL AWN 3 & .^3HIJT gray 12 MIAMI-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. lst FLOOR RRIAML FL 33130 2011 MUNICIPAL CONTRACTOR'S • 2012 FIRST-CLASS TAX RECEIPT U.S. POSTAGE MIAMI-DADE COUNTY - STATE OF FLORIDA PAID PURSUANT TO COUNTY CODE SEC. 10-24 MIAMI, FL EXPIRES SEPT. N, 2012 PERMIT NO. 231 THISISNOTABILL-00NOTPAY 30-6310718 CC NO; 078S00569 :LAME LOCATION A & M HURRICANE PROTECTION LLC 1050 E 15 ST OWNER ;A & M HURRICANE PROTECTION LLC SEE BACK OF RECEIPT FOR A LIST OF NON-PARTICIPATING MUNICIPALITIES ce:pt holder MUST ister in the city let's work Is to be ne. ,-,OECCLM,FAX 103/28/2011 02280006001 000175.00 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. • SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE G PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 1 1 604960 -5 BUSINESS NAME 1 LOCATION A & M HURRICANE PROTECTION LLC 1050 E 15 ST 33010 HIALEAH OWNER A & M HURRICANE PROTECTION LLC Sec. Type of Business 196 SPECIALTY BUILDING CONTRACTOR ,114 iS OP.i.Y A LOCAL HtiSiNESS TAX R"cCE'PT. IT =ES NOT PERMT THE HOLOM TO VIOLATE ANY EIUSTING REGULATORY OH ZONING LAWS OF THE COUNTY OR CRIES. NOR DOES TT EXEMPT THE HOLPER PROM ANY OTHER ?WWII OR LICENSE REWIRE)) SY LAW. THIS IS NOT A CERTIRCATION OE THE HOLDERS QUAL,FICA- PAYMEER RECEIVED CO OR:�� TAX 07/18/2011 60070000423 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 Pit;DT PAY RENEWAL RECEIPT NO. 631071 -8 CC & 07BSDD569 WORKER /S 1 DO NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE G PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 .,11J 111, },1, 1 }111 },1111 A f CERTIFICATE OF LIABILITY INSURANCE DATE(MM/QD/TYYT) 1/16/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poiicy(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 Alliance Insurance Solutions LLC. ID: (RMI) c/o Resource Management, Inc. 281 Main Street Fitchburg, MA 01420 CONTACT NAME: Jennifer Dodge PHONE INC No EMI: 978 - 343 -0048 FAX INC. No): E-MAIL ADDRESS: jdodge@ rmi-solutions com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: $UNZ Insurance Company 34762 INSURED Resource Management, Inc. 281 Main Street Fitchburg MA 01420 INSURER B: Aspen Re - London - Best Rating °A° INSURER c : Catlin Syndicate - Uoyds - Best Rating °A° INSURER 0 : Brit Syndicate - Lloyds - Best Rating 'A' INSURER E : INSURER F : ..r...e.,..• ur urtfCf. COVERAGES CERTIFICATE NUMBER: 12160641 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE GENERAL UTABILnY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 1 1 OCCUR GEN'L AGGREGATE UMIT APPLIES PER: POUCY n IF(O.T LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS ADDL INSR SUBR WVD POUCY NUMBER (MM/D POUCY POLICY EXP IMM/DD/YYYY) LIMITS EACH OCCURRENCE $ $ PREMI S (Ea Wince) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ SCHEDULED AUTOS NON -OWNED AUTOS CO accINden) INGLE UMIT $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ (Per ardent) $ $ $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE DED RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Workers Compensation Excess Coverage YIN N/A WCPE0000005902 1/1/2012 1/1/2013 1 TORY Urr ITS 1 1 D E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE E.L DISEASE - POUCY UMIT $ 1,000,000 $ 1,000,000 $ 1,000,000 B C D DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace 18 regulred) Coverage provided for all leased employees but not subcontractor of: A & M Hurricane Protection LLC Client Effective Date: 1/1/2012 This is for informational purposes and nothing shall create any right under such reinsurance. CERTIFICATE HOLDER CANCELLATION 670003 Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r /,'��� — —'" Glen J Distefano @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD CART 20.: 12160641 Jennifer Dodge 1/16/2012 6:32:47 AM Page 1 of 1 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID 03 A&MHU -1 DATE(MM/DD/YYYY) 08/24/11 TYPE OF INSURANCE PRODUCER Emmanuell Insurance Agency Sarai Medina 2370 E 8 Ave Hialeah FL 33013 Phone: 305- 693 -0003 Fax: 305 -691 -4381 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. • INSURERS AFFORDING COVERAGE NAIC8 INSURED A & M HURRICANE Protection LLC. 1050 E 15 STREET Hialeah FL 33010 INSURER A: American Vehicle Ins. Co. 10790 INSURER B: GL- 0506001762 -01 INSURER C: 09/14/12 INSURER D: $ 1,000,000 INSURER E: P` R EMISES(Ear' loccauence) COVERAGES THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INAR INSRD AOD-L TYPE OF INSURANCE POLICY NUMBER ECTWE DATE (MMIDD/YY) pOUCY pp��77�RAA1ION DATE (MMIDD/YY) UM ITS A GENERAL LABILITY COMMERCIAL GENERAL UABIUTY GL- 0506001762 -01 09/14/11 09/14/12 EACH OCCURRENCE $ 1,000,000 X P` R EMISES(Ear' loccauence) $100,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 X POLICY JEC LOC AUTOMOBILE LABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ (Per ILYa Y INJURY ) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WebIAIU- UIH- TORY LIMITS ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE -POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Hurricane shutter contractor 4..crcrIrp.., Icnvi.vcn Miami Shores Village estepb@miamishoresvillage.com Fax: 305-756-8972 10050 NE 2 Avenue Miami Shores FL 33138 MIAMISH -- --- - - -- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUOATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Sarai Medina G] Amon CARPAROTION 19RR ACORD 25 (2001/08) �eMcaam � JAVIER & ALEXANDRA LUIS JAVIER MUNOZ TRUJILLO & ALEXANDRA ROUX 75 NE 98 ST MIAMI SHORES, FL 33138 Salesman: JOSE CABALLERO _o A & M HURRICANE PROTECTION MQnufacturer- Salk - Installation Licensed end Insured 1050E 15 ST, HIAT EAH_ FL, 33010 Phone: (305) 885 -0678 Fax: (305) 882 -0510 Estimate No.: 1429 Color: Type: ACCORDION Home Phone: (305) 492 -3339 Cell Phone: Fax: We propose to furnish labor and materials to install accordion type shutters at the following masonry openings: Line Number Window Types Opening W HT 1 WINDOW 2 WINDOW 3 WINDOW 4 WINDOW 5 WINDOW 6 SINGLE DOOR 7 WINDOW 8 WINDOW 9 WINDOW 76 x 40 76 x 40 55x52 55 x 64 74 x 39 36 x 85 55x40 27 x 14 76 x 40 A & M HURRICANE PROTECTION will process the permit for the Homeowner. The total amount for the openings quoted above including the processing fee is: $2,918.00 Tentative installation time is 2 week(s) from the permit approval from the city. Price is valid for thirty (30) days from the date of this proposal. Now offering: 10 Years Warranty © Now offering: 10 Years Free Maintenance Plan Now offering: Free Opening and Closing upon Customer request Now offering: No Payment until job is completed There will be a 3% charge for using a credit card A & M HURRICANE PROTECTION Accepted by: LUIS JAVIER MUNOZ TRUJILLO & ALEXANDRA ROUX Page 1 of 1 (6) 36X82 (7) 27 X 14 (8) 55X40 (9) 76 X 40 GARAGE (X) � I (5) 74 X 39 SLIDING DOOR NMEAN OF EGRESS (4) 35 X 64 CITY COPS (3) 55 X 52 FOLIO NUMBER: 11- 3206 - 013 -1160 MEAN ROOF HEIGHT: 15" DESIGN WIND LOAD: 175 MPH +40.4 -43.8 JAVIER & ALEXANDRA MUNOZ TRUJILLO FRONT DOOR NOT INCLUDED MEAN OF EGRESS_ I I APPROVED 2. . Miami Shores Village ZONING DEPT BLDG DEPT w DATE za SUB,II:CC'I'TQtOq STATE AND rot I �� yd1TN Au. FEDERAL NT( RULES AND REGULATIONS 12' alb JUL a LP' V �I a voeece D.''J DOD-J 3...�P ®°✓'�' RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 - 42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4 - 43.3 - 42.5 - 41.9 -41.4 25 - 48.4 - 46.4 - 45.2 - 44.4 - 43.8 -43.2 30 -50.5 - 48.4 - 47.2 - 46.3 - 45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 - 48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 - 48.3 -46.8 - 45.6 -44.7 20 -57.2 -53.4 -51.1 - 49.5 - 48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57. 60 -71.9 -67.0 -64.2 -62.2 -60.6 ri .1' Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height i fee NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. r A & M HURRICANE PROTECTION, LLC HIALEAH, FLORIDA 33010 SYSTEM 2 ALUMINUM ACCORDION SHUTTER (H.P.M.A. #44) SUBMIT FOR MIAMI -DADE COUNTY PRODUCT APPROVAL REVISION APPLICATION OF NOA# 10- 0930.09 MCY # 12 -077 DRAWING #AD 10 -33 March 28, 2012 GLAZING CONSULTANTS MCY ENGINEERING, INC. (CAN #28677) 8501 SW 124 AVE. STE. 205A MIAMI, FLORIDA 33183 PHONE 305.271.0117 FAX 786.573.5063 W WW.MCYENGINEERING.COM MAR 28 2m2 MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 AVE. STE. 205A MIAMI, FLORIDA 33183 P: 305-271-0117 CAN #28677 March 28, 2012 Mr. Helmy A Makar P.E. Miami -Dade County Department of Permitting, Environment and Regulatory Affairs Board and Code Administration Division - Product Control Section 11805 SW 26 Street Miami, FL. 33175 RE: Product Control Approval File #10- 0930.09 A & M HURRICANE PROTECTION, LLC Dear Mr. Makar: This letter services as confirmation that the drawings AD10 -33 is identical to the drawings of the association Master File #12 -0736 drawing AD10 -12 Should you need any further assistance or any questions please feel free to contact our office at (305) 271 -0117. MAR 2 8 2012 MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 AVE. STE. 205A MIAMI, FLORIDA 33183 P: 305 -271 -0117 CAN #28677 LETTER OF COMPLIANCE March 28, 2012 Miami -Dade County Department of Permitting, Environment and Regulatory Affairs Board and Code Administration Division - Product Control Section 11805 SW 26 Street, Room 208 Miami, FL. 33175 RE: A & M HURRICANE PROTECTION, LLC. "HPMA / Performance System 2" Aluminum Accordion Shutter Product Control Approval Application Revision of NOA# 10- 0930.09 Shop Drawing No. AD 10 -33 Dear Sir /Madam: With this letter we certify that we have reviewed the drawings of the above mentioned product. We hereby attest that to the best of our knowledge, belief and professional judgment that the structural and envelope components, as described above, after successfully passing the required tests are in compliance with Florida Building Code 2007/2010. If we can be of further service please call. MAR 2 8 2012 This application :is:rrreti Prep oSal Ali Prod or print all t einfor mal on (1) Lepl Name of Applicant: (2) ivlar7in (3) City, (4) Name & Title of Contact F (S)Telephone / Fax Num°i :. (t) Entail address(es): A&M HURRICANE PROTECTION LLC. 4 41050 E. 15th STREET HIALEAH, FL 33010 on JOSE PEREZ r 0 info@amhurricane.com ( Check only one •Mile bci: .see '+ " •. DOne4Time NO Address what product wo. N eof product e system: Name :acre r City, t i I atioi (s)• C tail , Zip' . Telephone Max Number: posal Name of �% c t.or evaluate: �. Submittal Name of actor system: DiptdalSe REVISION TO FBC 2010 CODE ECO Application Number: am Received: BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) A & M Hurricane Protection, LLC 1050 East 15'h Street Hialeah, Florida 33010 MIAMI -DADE COUNTY PRODUCT CONTROL SF, TION 11805 SW 26 Streej4toom 208 Miami, Florid& 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). 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. BORA 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 High Velocity Hurricane Zone of the Florida Building Code. 1 DESCRIPTION: " HPMA / Performance System 2 " Aluminum Accordion Shutter ROVAL DOCUMENT: Drawing No. AD10 -33, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 00 4/2a1l NOA No. 10-0930.09 Expiration Date: 03/24/2016 Approval Date: 03/24/2011 Page 1 A & M Hurricane Protection. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD10 -33, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCYEngineering Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang P.E. B. TESTS 1. See .Association's generic approval under 10 -0710. C. CALCULATIONS 1. See Association's generic approval under 10 -0710. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10 -0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 30, 2010, certing this product to meet the criteria of product tested and approved, and allowing A & M Hurricane Protection, LLC to use the test results approved under Miami Dade County Approval No. 10 -0710, signed by Mr. Henry Revilla. 2. Acknowledgment letter by A & MHurricane Protection, LLC dated February 10, 2011, signed by Mr. Jose Perez. 3. Letter by MCYEngineering, Inc., dated February 02, 2011, signed and sealed by Yipping Wang, P.E., certing that the drawing (No. AD10 -33) prepared for A & MHurricane Protection, LLC is engineering wise identical to HPMA's generic drawing (No. AD10 -12). E -1 y A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10-0930.09 Expiration Date: 03/24/2016 Approval Date: 03/24/2011 GENERAL NOTES: 1. THIS PRODUCT .HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007.EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH70. 2. STAINLESS STEEL SHEET METAL BCREWSUSED AT LOUVER PIN MALL BE 814 x 3 °, 410-HT MINIMUM SERIES W/ 138.0 WI Y1E4) STRENGTH & 180 kW TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 6000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19321. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6083 46 ALLOY WITH MINIMUM YIELD STRENGTH OF 11641.01 t L 4. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DET AILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 8. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.86 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO ME STRUCTURE. 7. ALL ALUMINUM POP RIVETS TO BE 6062 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 38 kel MINIMUM YIELD STRENGTH. 9. SHUTTER'S COMPONENTS ARE PATENT PENDING. -. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUT 1 elt SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED 014 THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT H )• ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALE. READ AS FOLLONS: • . A &•M HURRICANE PROTECTION, 11.0 HIALEAH,FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC. 05 CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (o) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50 SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) TH1$ PAD. SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED R. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) TYPE A 114° DIA. MN TAPCON BY TI W BURDEX Fu o 120 KSL Fy = 92931 INTO CONCRETES 43X0 PSI 1414° MW. EMBED 2 -1/7 MW. EDGE DISTANCE TYPE B. 1/4" -20 CALK -IN BY 'POWERS' FASTENERS INTO CONCRETE 62.3000 PSI 717 MIN, EMBED 3° MIN, EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 7/8° 8114. EMBED 7 MPS. FM3 F DISTANCE TYPE C. 114° CRETE -FLEX 884 MASONRY ANCHOR BY°ELCO° CONSTRUCTION PRODUCTS Fu = 120I(81, Fy. 921031 INTO CONCRETE f6 1000 PSI 1 3!4° MIN.'EMBED 212` MIN. EDGEDISTANCE TYPE CI. INTO CONCRETE BLOCK 1 114° MIN. EMBED 2112° MIN. EDGE DISTANCE NOTEEk WHEN EDGE DISTANCE EQUAL CR GREATER THAN 2° AND LESS THAN MIN. EDGE. DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, &A1: REDUCTION FACTOR o 0.77 ANCHOR TYPE B 6131: REDUCTION FACTOR = RCA ANCHOR TYPE C & 01: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FORME RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 7 oo ta 8S>Tl1 14112 T10 ijor?I1'PSISr Ie MAW DADE COUNTY Y9NNG WANG. P.E. FLORIDA REGISTRATION PE 05983 CAN. 28877 DM > rota woos Dt AD1O -33 1 OR 10 1.062P .681 1.197' ..18T 'LOW —A • • 1.681° 581" .751' 1.083" C) CEILING HEADER FLOOR SILL 0 ADJUSTABLE SILL ADAPTOR, MALE/FEMALE PERFORATED BLADE tatEXES FOR 319761 ALUM MALE/MALE SOLID BLADE .867' 2.7ar • 3.316* 4.971 FEMALE CENTERMATE BLADE SCALE : 3 9* .590" r MIR 018e173.8. S. ALUMINUM ANGLE g J,— L.Licr —J. C)LOCKING PIN (OPTIONAL) MLALE I vir - r f • . BRASS NICKEL PLATED 6/16" 0 X 1" S.S.M.S 0 PUSH BU i ION LOCK WI PLASTID KNOB LOCK • . i ' 7.000" Mac. AS APPLICABLE COMPONENTS ALO UMINUM ANGLE . _ ' SEP fl- !U10 Emma? 30. AD1.0-33 MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM DEITION LOAD °P0° WM MAXIMUM *EMU t 1 R SPAN FOR ALL SECTIONS • MINIMUM SEPARATION (MASS (h) ALL SECTIONS wa.Fromaxtieni ea= PANEL LOOM TO 40 . 12-2 .14'.1° .. 3.0 45 12-2 • 14'-1° 3.0 12-5° 14'-1° 3.0 ■ 12-2° 12-5° 3.0 . .. 11'.11° 12'42 3.0 66 11'47 12-4° 3.0 70 11-5' 11-11" 3.0 75 11'-3° 11'0 3.0 80 11'-1° 11'-2° 3.0 66 10'-10" 12-10° 3.0 90 10'.? 12-6° 3.0 95 12-2 12-7 2.875 100 10' 10' • 2.875 105 9147 9'47 2.625 110 9'47 2-T 2.5 115 2-4° 2-4° 2.6 120 9=1° 9'-1° 2.5 126 5-10" • .2-12 2.6 130 84 8'43° 2.375 135 - 8'-2 2.376 140 - 7-11' 2.375 145 - 7-T 2.376 150 - 7•4° 3.375 155 . 7-2° 2.376 160 . 5-11° .2.376 165 • .cr-r - 2.376 170 • 6'47 2.376 176 • 2-4° 2.376 • 180 - 2-2' 2.375 • 186 . 6' 2.375 190 - 2-10° • 2.375 195 - 6'-8° 2.375 ° or ® SEE NOTES ONSHEET 1 SPECIFICA77ONS OF 10 FOR LOCKING 00° I \91 9. I S I 414/11 •0 °R 0 0 ® 0 °R °R INSTRUCTION: ® c Ro TOP / BOTTOM (OPTIONAL) KT S. STEP+1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. • STEP 2 CHECK SHUTTER CAPACITY FORA GIVEN SHUTTERSPAN USING CHARTS ON SHEET 3. MAX DESIGN LOAD*FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1, STEP 3 USING CHARTS ON SHEET 4 THRU SHEET.10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. 1 1 F110.11. 0 . • 3, Or 20 CONCRETEANCHORS .(&ERS1MHEDULE). • CO) `CRETE ANCHORS POUREDCONCRSTE POUREDCONCRETE •SCHEDULE) OR CONCRETE BLOCK WALL REQUIRED 014x S° S.S. 8.1.1.8.141/ 7/48 7A1° LONG NYLON BUSHING (Typ. TOP .& BOTTOM) 014x2&& S.M.S. p &BO REQUIRED EDGE OF 81A13 IF APPLICABLE 014x3°8.3.8.BL8. NC 7118°0) 7!S° LONG NYLON BUSHING gyp. TOP & BOTTOM) 614x?&& SALE OWI> TOP & 8OTTO36 EXISTING. GLASS. j OPTIONAL T°118aTRrAlliAS MENG OPTIONAL BUSHING TOP/BOTTOM) 014x314" S.S. S.M.& 961?O.C. CONGNETEANCHORs MEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CO REQUIRED 1 SECTION A CONORETEANCHORS (SEE SCHEDULE) EDGE OF SLAB IF APPLICABLE CEILING & FLOOR MOUNTING INSTALLATION SECTION B ,�. , `MAXIMUM DESIGN PRESSURE RATING."Pd° (PSF} AND CORRESPONDING MAXIMUM ANCHOR SPACING Oa} SCHEDULE. + • . • MAXIMUM DESIGN • SHUTTER ' SECTION A(TOPJB,OTTOM) SECTION B RtOPRw)LOM)61 (801T08) . ∎., ' T I ETS) BUBSTPATE8LOCX AUDSTRATECONCREIB SPAN mat AMTHoR TYPEC ANC)CIR TYPEAI moot mg DI ANRtR TYPECI •AN4HoR TYPEA ANCHOR ' TYPBB ANCHOR • • TYPEC . 60° ' 9 9 9 4.5 4 7 _ 6 8 8 78 9 9 9 3.6 3 38 6 8 6 96 8 '7.8 8 4.5 6 8 6 120° 6 6.' 6.5 3.5 6 8 6 ' 144° 5 5 '5.5 . '. 3' 8 - 6 6 154° • 5 . 4.5 6 . - ' 8 6 6 65 60° 9 '9 9 4 3.6 8.5* 8 6 8 78 9 8.5 9 3 _ 8 8 8 8 96 7 7 7.6 4 6 6 6 • 1201 5.5 5.5 6 ' 3 8 6 6 148° 4.6 ' 4.5 4.6' 6 6.6 8 • 70 9 9 9 4 3.6 8 8 8 8 78 8 8 8.6 3 4.5 6 8 6 ' 98 at 6.5 7 3.5 6 8 6 120° - 5.5 6 8.8' 3 6 8 6 • 143" 4.5 4.5 • 4.5 5.5 6.6 6 80 ' • 60" 9' 9 9 3.6 3 6 6 8 6 78 7 7 7.5 - 4 ' 6' 6 6 98 8 5.8 6 - 3 6 6. 6 120". 4.5' 4.8 6 6 6 6 134° 4 4 4.6 . " 5.6 5 6 100 60° 7.6 7.6 • 8 - 4 6 6 6 78 • 5.5 5.5 6 - - -3 6 8 8 98 4.5 . 4.5 5 6 6 6 120° 3.6 3.5 - 4 - 6 4.5 6 195 601 3.8 3.5 4 6 4.5 8 68' 3.5 .3 3.6 4.6 4 5.5 1 OPTIONAL BUSHING TOPAIOTTOM) EDGE OF SLAB IFAPPUCABLE 1 0812 M.1° . ,• 77z7Ie - CONCRErEANCHOR3 (SEE'8CF ®I1LE). FLOOR MOUNTING INSTALLATION SECTION B1' POURED CONCRETE REQUIRED POURED CONCRETE CONCRETE ANCHORS REQUIRED ®e° ON CENTER FLOOR MOUNTING INSTALLATION SECTION 82 vsel ap'- r POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 114.0- 20X./!4" &S BOLTS (SEE SCHEDULE) W/ NUT & WASHER 4 T B° O.C. OR #14 x 3/4"S.M.8. ®9" O.C. 1 MIL x3' &B. S.M.8.W7/1 8°0x 7/8' LONG NYLON BUSHING BX (Typ. TOP & BOTTOM) #14x28 &S. &M.8. (Pip. TOP &BOTTOM) EXISTING GLASS. SEE SCHEDULE '-'FOR @A61. SEPARATION TO GLASS 9° Min. OPTIONAL BUSHING TOP/BOTTOM) 1/4' 0- 204/4" B.S. BOLTS W/NUT &WASHER @ Sr O_C. OR #14 x 314° &bKa @ 9° O:C. CONCRETE ANCHORS (SEE POURED CONCRETE SOHEDULET ORDONCREIE BLOCK "/"I' TAD BUILD -OUT INSTALLATION SECTION C POURED CONCRETE OR CONCRETE BLOCK WALL REQUMEO MAXIMUM DESIGN PRESSURE RATING "Pd° (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING fn.) SCHEDULE. 4 ' • .MA70LBRd DEMON LOAD 'PR(P.F) .. SHUTTER .,pm wIcs, .. : .PECTONC TOPIBQTTON „ ' . .:. SECTION 01 BOTTOM SUBSTRATE CONCRETE • SUBSTRATE BLOCK. SUBSTRATE CONCREIE • SUBSTRATE BLOW ANOWR TYPE . 8 TYPBB AMWC TYPBC ANd Al TYPEAI ANOFI81 TYPEBI ANd CI TYPECI ANWWR TYPEA ANGgR TWEE Atif}OIR TWEC ANCMIdt Al TYPE AtxRD1 TYPEBI ct TYPECI 60 60" 6 • 6 6 8• 6.6 6 ' 6 8 6 8 8' 16 78° 6 6: ' 6'.' 8. '4.5 '.8 8 6 8 6.6 4.5 6 96° ' 6 ' 6 'B 4 3.5 8 6 8 6 4.6 4 6 120° 6 '8 6 3 - 6' 6 8 6 3.5 3 5.8 144° 8 8 6 .- 4 6 8 8 4.5 184' •. 6 6 8. - 4 6 8 6 4 8 5 65 60" 6 8 6 .6' 8 6 8 6 6 6.5 6 78. 6 6 8' 4:6 4 6 6 6 6 4.5 6 ' 96 6 8 8 3.5 3 5.5 6 8 6 4 3.5 8 120' 6 6 8 3 ' 4.5 6 8 6 3 - 8 148°- 8 6 6 - - 3.6 8 6 6 - - 4' 70' 60" ' 8 8 6 6.5 5 8.6 6 6 8 6 6.6 8 78 6 6 6 4 3.6 8.6 8 6 8 4.6 4 8 96 6 6 '6 3.6 3 5.6 6 8 6 3.5 3 6 130° 6 8 8' . ' 4 6' 6 8. 3 .4.6 143" 6 6 6 - 3.5 8 6 6 4 $� '80" 6 6 6 4.5 ' 4 7.6 6 6 6. 6 4.8 6 78 6 5 6 . 3.5 3 8.5 6 8 '6 4 '3.5 . 6 98 6 .. 6 8 3 AS 6 6 6 3 ' 3 8 120" 8 6 8 - 3.5 . 6 6 6 - ' 4 134 8 6.5 8 . 3 0 8 6 3.6 ,boo 80" 6 6 3.6 3.5 8 6 6 6 4 3.5 8 . 78 6 8 3 _- • 4.5 . 6 8 6 3 8 .96 8 6 - 3.6 8 6 6 4 120° 5 6 5.6 - 3 6 5.5 5 - 3 195 60°' 6 5 5.6 3 . 6 5.5 6 3 86" 4.5 4.8 6 6 6 6.6 3 CONCRETE ANCHORS (SEE SCHEDULE) • BUILD -OUT INSTALLATION SECTION C1 OPTIONAL BUSING TOP/BOTTOM) BPI x3f4"S.M.S. 12° O.C. 1A1.0.20x3/4° S.S. BOLTS W/ NUT & WASHER ®9.O.C. OR #14x3/4° S.M.S. ®9* 0.C. iq MIAMI DADE COUNTY YI>RNG NANG, P.E. . FLORIDA REGISTRATION. PE #55983 CAN: 28877 . SEP S 7.2010 nag AD10 -33 50710 SEE SCHEDULE FOR Mln. SEPARATION TO GLASS ANCHORS AT TUBE END SEE CHART BELOW 1)L_.- E. D. 11/2° MI CONCRETE ANCHORS (SEE SCHEDULE) 0 • p d ALUM:TUBES'SEE CHART ON RIGHT 914 SELF DRILLING SCREW c3 6' O.C. TYP. OPTIONAL BUSHING TOP/BOTTOM) 1° MN. 1/4° 0- 20x3/4° S.S. BOLTS W1 NUT & WASHER C9'O.C. OR #14 x 3/4" S.M.S. S° O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 0 NOTCHED OPTIONAL POSf17ON BUILD -OUT INSTALLATION SECTION M ALUM. TUBE ECM OPENO WIDTH • MAX HIMONT WNW LOAD (PSET • ANCHORTYPE'A° ANCHOR TYPE V' 25:7x118" 42° 88" 85 85 25:35c118" 60" 88° • 88 ' 65 2'245r1/8° 78" ' 88" 57.3 '82 76' 84" 68 65 78" 77' . 55 65 MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPt USED SEE CHART ABOVE t �ie/��liY�� rislii M�/ N N A .4 r?*.4 OPTIONAL: FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK Tan' >1500 PSI USE (2) - 3/8" KWIC BOLT 2 1(2' MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING • MAXIMUM DESIGN PRESSURE RATING "Pd" IMF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + MAXIMUM DESIGN LOAD SHUTTER SPAN SECTION M 80TTOM SUBSTRATE CONCRETE ANCHOR SPAC8i6( It) ANCHai3YPEA ANCHOR TYPE 0 • ' .. 60° 8.5 9 72' .7 7.5 84" 8 ' 8:5 88" '5.5 6 ALUM. TUBE OR ANGLE MAX: WIDTH Pal ISHUTTER OPEN'G WIDTH VW / /API`' ,/ 4 0 1 ALUM. TUBE OR ANGLE TOP / BOTTOM (OPTIONAL) IrtT? ;k • .YIPei0 WANG. P.E . RGREM REGISTRATION PE 155983 • CAN. 28877 r 0 Egd x Q N 10111,20 m AD10 -33 8 OF 10 TWOArarcR1 ura/trOR 1 wrarORraroRrarOAra •0142Z•1987M0a,T1adKNm ANfAB MYR ?FOR LOI9®0GO0 a634 .. . 1-PUSH BOSHUTTER. A" NS u RO 0088 eoF WHEN INSTALLING 71@OUT8EE.A7AP0 HOLE, 81141.1. es TTE1*6OE f;I FRONT RN0U11npfl0PP1M RIVETS, AWMHOLE MOST 71.M BE ORILLEDAT ;11M TO ALLOW FOR WJB PaTOPASS THALL YAK!INSTALLING THE 1100E. Cain BE#VRTR.O 70 f% 1,8120118171817.1ffi POP -^ AWOHOLE MUST Mai 0E DRILLED THRU T0AL40WFOR (53 PINTOPABSTHRLI. 83ASkrmac ® 444Y BE USEDALJEROMTWELYTOQI.00It FOR mTAUATIONS SECURED OUTSIDE ORIINSNE OFBHUTLER 66J�THI8 CASE. A 510121 HOLE SMALL BE ORLLFDTNRUQQA6m® IELEDALLLEDTO RD SHALL BE TAPPEDTOACCEPT LS THREADS PER SIGH HAf$WiE SCREW ISI'ORPQ'OR■ IQYI WOR I IR'0TORT0TORTt6Rirz 00Rrl rzAImYBL4401tam. ANBIE CAICREIEMOH.ORB 01rat PAIMMEMCfatie RED (BEE NO SECTION _E setwtar.P or 0 NO PORMINIZE OPEROMMALBtOTf® ATa AMMAN Pms IOWAN SECTION DI (& MULTIPL ©SHUTTERS) 80RSt8r.P rrxr IITS *moms. am. aOaowe Abe.POPRPIEWO Ir4p.OPP) Parade• AI1ARMA6TW8 J (8EE NOTES) ORRIOPM7M810TIFD KAHN Artir:BW OmLAbaNARE ID (sP6.PLW SECTION El 8aLE 3r.r Of ® MEENOTES) AOZEFOR O[E. An IOWAN, or PEE N07E8) OPENOP7IONALBWITEO AT* AVDMIN ONE SIDED SECTION : END CONNECTION DETAIL rara.ta•' AOOROO8R1! • 97N8:SW.T. eiesftevagarop MOR{TAa ar LIARMAJ 0 rx ?saw 1I11 riPr 0m1.0sa6NOIA SECTION E. s4EE:sr.r • AtAaAria atO.aamb•O BA. AaaaPOPPNRT80 rxrxmr • OwLAAm.AN08 • rxrx.• ORTxrXAa0' ADmfIMEPO8T (8009- TeA40YP 4, T:TZ.taY TEM=0 ALLIKANCAM �� Alas • ,,,....*,. rare 44 0 0a4RO1Ten1606 TOBRBOIBREOMI um OAPATRDATI 0OROei 04TABEDATN ANN POCRIX ta»06B6Ae ISOMETRIC (CORNER POST) (1)F. AT TOP a BOTFOM 6.088) ORM flp0AR4a0 •az36P416e.0RYtl0 AILLY.POPR89T0Or44 ALTERNATE CLOSURE DETAIL W /Q ONCREMANCH0178 00'44' POLIMIXOGIREle R801m1® ELEVATION X i 3.2tEP NYLON CAP DETAIL ��p eo goi�H11ite 1 om. 6,..•. • 0,, MWAI DADE COUNTY.. •YIPINC WANG; P.E FLORIDA REGISTRATION PE 925983 CAN. 28877 SEA fO 06 seaF MON AD10 -33 7 OF 10 ®OR ©ORJ I► I► ► ►� ► i► TOP/ BOTTOM (OPT/ONN.J TYPICAL ELEVATION SEE NOTES ON SHEET 70F 10 FOR LOCKING SPECIFICATIONS TYPICAL SHUTTER PLAN GENERAL • ...• IMITATIONS AND CONDISTIONS Or USE FOR 0 OR G1 • •BLADE ACCORDIAN • SHUTTER SYSTEM WORKING IN UNISON WITH 0' BLADES' 1. MNUMuM SHUTTER SPAN AND PRESSURE RATING, maximum ANCHOR SPACING ANb MINIMUM SEPARATION TOGLASS FOR '. O' AND CeV WORKING EJ UNISON WITH SAND 01 AREAS PER SCHeOULE8ON SHEET 3,4, 58 8. 2 MAXIMUM PERFORATION AREA AT G', 511' AS 2.325' z 328° AND MUST BE LOCATFDWITHIN THE CENTRAL. 50% OF THE BLADE SPAN. . • .IERFORATED BLG E O. St MUST BE SOUDAT THE TOP AND BOTTOM 25% OF BLADE:. SPAN. 3. PERFORATED BLADES 0', 01' SHALL BE INSTAL :ED AT EVERY 'OTHER BLADE 'REQUQNCY). 4. .CENTERMATES H, H1 MUST ALWAYS BE ACLAMPANED BY TWO SOLID BLADES O.01 AT EITHER SIDE OF EACH cENTERMATE. • 0 STARTERS ANDCENTERMATES MUST BE ALWAYS SOLID. 0. STARTERS CONNECTION TO EXISTING 81ALMO OR TO ENDIWRNER TUBES MUST BEAS PER DETAILS INDICATED ON SHEET 7. SECTION S-S THRU G MALEJFEMALE BLADE l 0000.- ^0V 000.00.0 000 "0 +0.,0 000.0 0000• -:0 .00000000 000000000 06000000 000000000 00000000 000000000 00000000 000000000 00000000. 000000000 00000000 000000000 00000000 600000000 00000000 • 0000 00000 •p, TYPICAL G PERFORATED BLADE ELEVATION ' .306' TYP. .ItrTYP. 1 1 1 MOAN DADS COUNTY WINO WANG. P.E. FLORI1M REGIIRAWON 28877 SEP 272010. SOME WOO ID ma AD1O -33 . 80F 10 r. 1 ^Ir� 00 I -,1 pi f_ I ¢ ai O'®OyI�� Edil © 0 ®OR ©ORJ I► I► ► ►� ► i► TOP/ BOTTOM (OPT/ONN.J TYPICAL ELEVATION SEE NOTES ON SHEET 70F 10 FOR LOCKING SPECIFICATIONS TYPICAL SHUTTER PLAN GENERAL • ...• IMITATIONS AND CONDISTIONS Or USE FOR 0 OR G1 • •BLADE ACCORDIAN • SHUTTER SYSTEM WORKING IN UNISON WITH 0' BLADES' 1. MNUMuM SHUTTER SPAN AND PRESSURE RATING, maximum ANCHOR SPACING ANb MINIMUM SEPARATION TOGLASS FOR '. O' AND CeV WORKING EJ UNISON WITH SAND 01 AREAS PER SCHeOULE8ON SHEET 3,4, 58 8. 2 MAXIMUM PERFORATION AREA AT G', 511' AS 2.325' z 328° AND MUST BE LOCATFDWITHIN THE CENTRAL. 50% OF THE BLADE SPAN. . • .IERFORATED BLG E O. St MUST BE SOUDAT THE TOP AND BOTTOM 25% OF BLADE:. SPAN. 3. PERFORATED BLADES 0', 01' SHALL BE INSTAL :ED AT EVERY 'OTHER BLADE 'REQUQNCY). 4. .CENTERMATES H, H1 MUST ALWAYS BE ACLAMPANED BY TWO SOLID BLADES O.01 AT EITHER SIDE OF EACH cENTERMATE. • 0 STARTERS ANDCENTERMATES MUST BE ALWAYS SOLID. 0. STARTERS CONNECTION TO EXISTING 81ALMO OR TO ENDIWRNER TUBES MUST BEAS PER DETAILS INDICATED ON SHEET 7. SECTION S-S THRU G MALEJFEMALE BLADE l 0000.- ^0V 000.00.0 000 "0 +0.,0 000.0 0000• -:0 .00000000 000000000 06000000 000000000 00000000 000000000 00000000 000000000 00000000. 000000000 00000000 000000000 00000000 600000000 00000000 • 0000 00000 •p, TYPICAL G PERFORATED BLADE ELEVATION ' .306' TYP. .ItrTYP. 1 1 1 MOAN DADS COUNTY WINO WANG. P.E. FLORI1M REGIIRAWON 28877 SEP 272010. SOME WOO ID ma AD1O -33 . 80F 10 U4°ODWTAPS N ®81fr O.C. 'MP. VE1314°6664. EAR' BEYOND ANY SLAB FILM • SPECIAL HI- PRESSURE RATING FOR FLOOR TO CEILING INSTALLATIONS W/ B', C', D' TRACKS &'BLADES G2, G2A ore, I WTAPCON 1.U4931BE06IEM 1r0.0. POURED CONCRETE REQUIRED • POURED CONCRETE EDGE OF SLAB IF APPLICABLE 814z3&8. S. A.8.wI7116°O8 p TAP LONG NYLON BUSHING MP. TOP) 14x2&0 8.76.8. gyp. P14x 314°8.8. 8.118.0 41,20.0. — EDGE OF BLAB IFAPPLICABLE Or01TWTAPO0N @412° O.C. W / 66r min. EYBED68'NT BEYOND ANY BLAB FINISH POURED CANCREVE REQUIRED CEILING & FLOOR MOUNTING INSTALLATION . SECTION F 316E HOLE FOR LOCKING PINAT STACKING POSITION (LOCATION VARIES) 2083° saw .86r .526. 2.630. 6.1 4.032 0 HEAVY DUTY CEILING HEADER 0701.1. Mat HEAVY DUTY ADJUSTABLE .. SILL ADAPTOR OPEN MORAL swim HOLE FORHA6LTL8 AT NICOPAN SECTION G-G • 0 1.581° .81A 3872° HEAVY DUTY SILL ROW MEC 1.863' .083. T- MALE/FEMALE SOLID BLADE 6.000' 4.600' 0. Qt MALE/MALE SOLID BLADE . COMPONENTS POURED'CONCRETE REQUIRED V000WTAPCON 1 IM EMBEDMENT 18.0.C. 014 x3/4.8. M. S. OR61180 ALUM. POP RPM@I7P0.0. 141° OR 142 OR 11/2" Y 1 U2 OR 11fPx2OR2x20R2x 3.04T2. x4°OR 2x6°x.IIBS° Mn.TH60K Al= ANGLE 3B°B HOLE FOR LOCKINGPIN AT BTACIONOPOSMON (LOCATION VARIES) toP,amTw11Pwoay TYPICAL ELEVATION WITH G2 AND G2A SOLID BLADE HEAVY DUTY SYSTEM DESIGN LOAD: MAX Pd .e + 920.0 psf - 138.Tpsf F 1 666.8 66 771101. ,o.. 666786 a AD10 -33 9 OF 10 • 1/4" 0 LAG SCREWS a6"0.C.W11/Y'. Mtn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 014x3"S.S.S.M.S.WI 7/18°0x718°LONG NYLON BUSHING (Typ. TOP & BOTTOM) II r 1 EXLSTI GLASS.— =SRN GLASS. WOOD HEAD REQUIRED SEE SCHEDULE Min. SEPARATION TO GLASS ALTERNATIVE 1 2°x 4° WOOD PLATE REQUIRED. 914x2° &S. S.M.S. (Typ. TOP & BOTTOM) IE 1 NAL BUSHING (TOP/BOTTOM) 1/4" 0 LAG SCREWS 8° OA. Mln. THREADED PENETRATION. TO EXISTING WOOD STRUCTURE 1/4" 0. 20x314' S.S. BOLTS W/ NUT & WASHER @ 7 O. 014x3"8.5. &M.$. W/ 7/16°0 x 718° LONG NYLON BUSHING (Typ. TOP & BOTTOM) 914 x 2' S.S. A48. (Typ. TOP & BOTTOM) EXISTING GLASS. 1/4° LAG SCREWS 8' 0.C. W/ 1 1/2° Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE WOOD STUD @ 24 O.C. MAX. REQUIRED. ALTERNATIVE 2 1/4° 0 LAG SCREWS @ 8° O.C. VW 112° MIn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4' 0.204/4" 8.S. BOLTS IN/ NUT & WASHER 9" 0.C. 1° NAn 14x3° S.S. S.M.S. W/7N8°0x7/8° LONG NYLON BUSHING (Typ. TOP & BOTTOM) EXISTING GLASS. WOOD HEADER IRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 3 2°x 4° 0 I WOOD PLATE REQUIRED. ib EXI811 GLASS. 914x2°8.S. S.M.S. (Typ. TOP & BOTTOM) --0°R@ 2x4° W000 PLATE REQUIRED, ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONSA SCALE: 1/4°x1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1' Min. p�.. Fm .114'0 SELF DRILLING SCREW (GRADE 6)0) 6" O.C. WOOD D TRUSSES OR 'RAFTER 15 24° 0.0. REQUIRED 1° x 4" x 1/8" (Min.) 6083 -T0 Akin. TUBE W/(3) 6117 0x4" LONG "ELCO° ULTRACON TO EACH RAFTER OR TRUSS. LOCATESCREWB AT MIDWIDTH OF EXISTING WOOD MEMBER, (7 Min. NOMINAL WIDTH) W/ 212° Min. THREADED PENETRATION. EQ EXISTING GLASS.–" S FOR OPTIONAL BUSHING 3T1N (TOP/BOTTOM) GLASS. 1/4' 0.20x314° S.S. BOLTS W/ NUT & WASHER @ 9° O.C. OR 914 2314" S.M.S. a 70.C. 1/7 LAG SCREWS @ 8" O.C. W/ 1 12° Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 4 SEE SCHEDULE F ° R Min. SEPARATI TO GLASS 814x2°S.S. S.M.S. OPTIONAL BUSHING TO GLASS ALTERNATIVE 1 SCHED FOR Min 014x3" S.S. S.M.S. %/7H8° 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) 014x2"S.S. S.M.S. (Typ. TOP & BOTTOM) OPTIONAL BUSHING RAT 914 x 314° S.M.S. 12"O.C. 1/4" LAG SCREWS Al 8° 0:0. 1A41 1/7 Min. TREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE 1 /4'141° 914 x 314° S.S. S.M.S. 12" O.C. Mh 1/4" 0- 20x3/4" S.S.BOLTS W/ NUT & WASHER 159° O.C. OR 914 x 3/4" S.M.S. (S 9° O.C. SEE SCHEDULE FOR 1/4" 0 LAG SCREWS 616" O.C. W/112" Mkt THREADED PENETRATION TO EXISTING WOOD DECK. 2"x8" WOOD DECK REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 2° x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) ROTE: .WALUFLOOR/CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SURANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.s.L AND B'43" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, WI SPECIFIC DENSITY OF 0.83 OR EQUAL 1/4" LAG SCREWS 156" O.C. W/ 112° Mtn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 e U x WAN DADE COUNTY WING WANG, P.E. FLORIDA REGISTRATION PE 555983 CAN. 25677 00 27 204Q mtsa 0 pot AD10 33 10 01, 10