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WS-12-1268Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175661 Permit Number: WS -7 -12 -1268 Scheduled Inspection Date: August 16, 2012 Inspector: Bruhn, Norman Owner: EVANS, JEANNIE Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI Phone Number Parcel Number 1131010260140 Phone: 305 - 885 -8088 Building Department Comments REPLACE GARAGE DOOR Passed 07-d Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 15, 2012 For Inspections please call: (305)762 -4949 Page 7 of 26 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 9 /Pee/ 99.57/ City: Miami Shores County: Miami Dade Zip: Folio/Parcel# JUL 10 2012 FBC 20 Permit No. Master Permit No. 1 .- ` ROOFING Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): V. :,/`�flfljP er- Phone*: Address: 1.20 .5a' fo'� h City: -DGle7' I3.eae 4 State: `G - Zip: K3 3 ®O C, Tenant/Lessee Name: Phone: Email: CONTRACTOR: Company Name:/ ,mere'( %H '43'40/.6 , Phone#: ?O ASS= G O8 8 Address: MSS /Peter 9 3 ' 7 City: ,64*,-,. State: Zip: 33 I 0 Qualifier Name: vi S /Bae---Bi- s- Phone#: ' (-225' - 6:25`/0 State Certification or Registration #: /Y /ice Certificate of Competency #: 0000/ 8 2 2 o Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ AO. Square/Linear Footage of Work: Type of Work: °Addition DAlteration °New L'IRe•air/Replace Description of Work: 2�0� c->ercig e ®) r °Demolition Color thru tile: *** ** * * ** **+x+r+x �x** **x��x****�xa:a�a�****** *Fees******************************************** Submittal Fee $ ° `v�"y Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 insp ction which ccurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will be ap ov ' and a reinspection fee will be charged wner or Agent The foreg • ing ins ent was acknowledged before me thi day o R_ , 20 /g; by wi ✓ who is person. ' y known to me or who has produced As identification and who did take an oath. Signature Contractor strument was acknowledged before me this Y �us jv>��• s , My Commission Expir 7A3////Z- - Plans Examiner who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expir RODRIGUEZ • COMMISSION # EE 041601 EXPIRES: November 14, 2014 o,. Bonded Thru Notary Pub IC Undeiwrfters + kds**+ k*ak***** ** tl +**** ******+k+kak**** *akak * * *** **** * * * * * ** Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) APPROVED BY CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY B.A.: TORRENS IS A Is certified under the provisions of Chapter 10 of Miami -Dade Cour ty VALID FOR CONTRACTING UNTIL 09/3 1/2012 QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR Charles Danger P.E. r. Secretary of the Board •,r Miens -Dade County retains at property rights herein. MIAMFOgpE www.miamidade.go Wbuitding .4C R CERTIFICATE OF LIABILITY INSURANCE ALLAM -1 OP ID: DK k DATE (MMIDD/YYYY) 07121/11 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 policy(ies) 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 Customers Rule Ins. Agency 1830 S.E. 4th Avenue Ft Lauderdale, FL 33316 Lynn Remora 954- 759 -7171 954 -759 -7170 INSURED All American Doors, Inc. Luis Torrens 8155 NW 93rd St, Miami, FL 33166 COVERAGES CONTACT NAME PHONE (NC. No, Extk AADDM ADDRESS: FAX (AIC,.No): INSURER(S) AFFORDING COVERAGE INSURER A :*First Mercury Insurance Co. INSURER B: NAIC # 10657 INSURER C: INSURER D : INSURER E: INSURER F: CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE. POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS. CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, SR EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLUER .S LTRR TYPE OF INSURANCE POUCYEFF POLICY EXP INSR- WVD POLICY NUMBER (MMIDD/YYYY) - (MM/DDIVYYY) LIMITS A GENERAL LIABILITY X X X COMMERCIAL GENERAL UABIUTY CLAIMS X OCCUR $5,000 Ded Contractual liab. GEN% AGGREGATE LIMIT APPLIES PER: POLICY X AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS LOC FMGA002145 SCHEDULED AUTOS NON -OWNED AUTOS UMBRELLA UAB OCCUR EXCESS LIAB CLAIMS-MADE DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTNE Y N OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) IVIED EXP (Any one person). $ PERSONAL & ADV INJURY $ 1,000,000 100,000 EXCLUDED 1,000,000 GENERAL AGGREGATE $ 2,000, PRODUCTS - COMP/OP AGG $ 1,000,000 Emp Ben. COMBINED SINGLE LIMIT (Ea accident) $ NIL BODILY INJURY (Per person) $<: BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) NIA EACH OCCURRENCE AGGREGATE TORY LIMITS EL EACH ACCIDENT IER $ EL. DISEASE - EA EMPLOYEE EL DISEASE POLICY UMIT DESCRIPTION OF OPERATIONS t LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Door window or assembled millwork Installation. Door and garage door installations. CERTIFICATE HOLDER MIAMI S Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 CANCELLATION 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 d( ACORD 25 (2010/05) ©19882010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of "CORD" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDJYYYY) 10121/2011. 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 HOU)ER IMPORTANT: If the certificate holder is an ADDMONAL INSURED, the pollcy(ies) 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 Stonehenge Insurance, Solutions., Inc. P.O. Box 3442 • Tequesta,FL 33469 INSURED Progressive Employer Management Company, Inc. Progressive Employer Management Company II, Inc. 6407 Parkland Dr. Sarasota, FL 34243 COVERAGES CONTACT NAME: PHONE (A/C. No Est): E -MAIL ADDRESS: FAX (A/C. No): INSURER(S). AFFORDING. COVERAGE NAIC INSURER A.:Technology Insurance Company INSURER B INSURER C : INSURER : INSURER E: -- INSURER F CERTIFICATE NUMBER :TA27Q5WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER LTR TYPE OF INSURANCE INSR WVD GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY. CLAIMS-MADE OCCUR POLICY NUMBER GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n PET I I LOC AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRELLA LIAB EXCESS LIAR. POLICY EFF • (MM/DD/YYYY). POLICY EXP (MM/DD/YYYY). EACH OCCURRENCE LIMITS DAMAGE TO RENTED (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGG SCHEDULED AUTOS NON - OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per parson) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) OCCUR CLAIMS -MADE DED RETENTION $ • WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERtMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below EACH OCCURRENCE AGGREGATE Y/N N/A TWC3298053 11/01/2011 11/01/2012 WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE- EA EMPLOYEE 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks. Schedule, If more space is required) .: Coverage is extended to leased employees, but not subcontractors of alternate employer ALL AMERICAN DOORS, INC. EL DISEASE - POLICY LIMIT 1,000,000 CERTIFICATE HOLDER CANCELLATION: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 25 (2010/05) Page 1 of 1 01988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1& '76094 BUSINESS NAME LLiWT ALt-- AMERICAN1YOORS INC 8155'i4N 3 5 33ICE rsroea.>eek4W oar. C 38 LT i3C • ... EGUmBY LAW. ThS.1$ - DADE CO Y - C ECTOR' 140 -W. F1agieT St,�eez Want 1•'ldrida.:: 33 ; ,..;♦:. Else keep your receipt for ire reference.. r+k you and have a nice day. 300'222 /00.: }.- 9028 -0001 rAkOt102 WI 13T #:O0 _ DO NOT FORWARD :. ALL AMERICAN DOORS Ii C LUIS_. TOR EN$ PRES. ,....:,_ ... 8155 NW. 93 : ST.: . MEDLEY FL 33166 26 SEE OTHER SIDE MIA -DADE COUNTY TAX COLLECTOR I44. W. F.1 :ag:'r_er .S:tree" tamj ;' -f Lori qa . 331311 `SEI =bT t STFiE`' - TH S or BILL 30 18'609 -4 y` 911tralialV;P:41-ft w+. 3x6- - -Thank- y -hanf!t art ce day., 99/3Q,2QI1 13001229 /O01ILEY OO1Q'- 0.04,1 re i18&S • %E - 1755.00 tf..UV $0.00 MIAMI-DADE COUNTY. 2011 MUNICIPAL COIVTRAOTOR:'S .: TAX COLLECTOR. 14eW- FEAG • LR ST. 1st.FL0011 TAX RECEIPT MIAMI -DADE COUtiiY SFl4TE SiF f E t7R4F3�1 PURSUANT Ta 1FFi`F IDE SEC:.- f -24 . THIS IS NOT AB {L- `DQ'NOTPAS RECENT r0: _..... 30": `187'60.9:4 CC. NQ • BUS4N SS RtAR E �LOCATI N ALL AMERICAN:., DOORS INC FIRST -CLASS U.S.. POSTAGE PAID MIAMI, FL PERMIT NO_ 2;31 ' aXifirt.TAKCOLLECTOR STRESS TAX: SECTION 1agier St - 1st Floor Tail 83130 .. RECEIF. r1IOLDER MAY:DO: - BUSINESS- AS. A OWPAG C. AS SPECIFIE%tiEAEON.: LUIS 'T`S 8155 riff` -'- it It I >s !lxl! .tt!'r r, t:ItttitiFtotlsisi ;tatx'a -t; lusfrtess: OF REcIpT FO.; ZPATi'I t CIPALIT?'ES "ITT IS T.SSJED AS Erzecs CF LOCAL BUSINESS TAX CIAL REv-E .t' 1 Yt4u.. OE A�F Lt -;fit' gut 4. It • a 'KF..w..1: �.... R..w...lil -_J.. A [=AAA vt> ti4ry Florida Buildtng Code Garage Door Windload Design Pr Page 1 of 2 sRiTCEI JUL 1 0 2012 Report # DPR- 120620 -A-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7- 1- 0)f, -Se ion for "components and claddin (Exposure C), 175 mph ultimate wind speed for Dade County. Address: JCD Properties 169 NW97 ST Miami Shores Village, FL , Dade County Garage Opening Size: 8' 6" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 46' 0" Measurement of Nearest Garage Door Opening to Building Corner: 3' 9" Miami Shores Village SUBJECT i'O CCMPLWNCE WITH ALL FEDERAL Roof • . peg Not p* lde'd d; atef 1' ' gre:;s) Positive Design Load: +37.8 PSF (see page 2) Negative Design Load: -4 The following Clopay Building Products Company Doors meet the require ' nts�for the td d loads: Clopay Model 83/84A/93/94W7, 8'6" x 7'0 ", Approval # 12- 0125.09, Dwg # 1017 ndlti `dpacit , ;442/ -48 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Scott Ha , Florida P. Icense No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770- 4800 6/20/2012 Florida Building Code Garage Door Windload Design Pressures Page 2 of 2 - Retrofit Calculations for the Designated Door for JCD Properties NOA and Site Specifics and Components 1. Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = Less than 15' 4. Building plan and front elevation indicating the designated retrofit door opening: 45° GARAGE 8.5 50 46 Report # DPR- 120620 -A -01 Plan Elevation Design per SEI /ASCE 7 -10 1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5 -1), Kd = 0.85 (Table 26.6.1). 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height (Table 27.3 -1). 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11 -1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the corner of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4 -1. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10) *(46'0 ") = 4.6 ft. Since the garage door opening is located 3' 9" from the corner, this means that 0.85 ft. of the door is within Zone 5, and 7.65 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI /ASCE 7 -10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one -third the span length'). In other words: (Door Width)(Door Width/3) = The area 'A' = 24.08 sq. ft. +GCp = 1.1766 - 0.1766 *log(A) = 0.9326. -GCp (zone 4) = - 1.2766 + 0.1766 *log(A) = - 1.0326. -GCp (zone 5) = - 1.7532 + 0.3532 *log(A) = - 1.2652. 8. Velocity pressure qz = .00256 *Kz *Kzt *Kd *V asd2 in lb/ft2 (psf) per Section 30.3.2. qz = (0. 00256) *(0. 848884152077903) *(1) *(0.85) *(135.5 ^2) = 33.91 PSF 9. Design pressure, p = qz *(GCp - GCpi). Positive design pressure: p = (33.91) *(0.9326 + 0.18) = 37.73 PSF. Negative design pressure for Zone 5: p = (33.91) *( - 1.2652 - 0.18) = -49.01 PSF. ����'("C' HAI�j7� ���� G •• GEN Since 90% of the door is • Zon 4, and 10% of the door is in Zone 5, the weighted average le 5; •�,� ( 41.12) *(90 ° / + -49.0 ) *(10 %) = -41.91 PSF. : No 63286 . Roundin to then ar st ten ,ie final design loads are: +37.8 PSF and -42 PSF. ./ L ___. Scott Hamilto , P.E� L � ,9 STATE OF .' Florida P.E. L 8585 Duke Blvd. Mason, OH 45040 (513) 770-4 4800 6/20/2012 No. 63286 i�,210 < p R BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldinacode Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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 Division 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 Division 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: Steel Sectional Garage Door 9' wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 Division. 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 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0428.04 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. Utrera, P.E. MANMADE COUNTY APPROVED NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 Page 1 Ctopav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. 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 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01 -08, dated 05/28/08, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/05, signed by John D. Lee, P.E. C. CALCULATIONS 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). fv 01 arlos . Utrera, P.E. Product Control Examiner NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E -1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM 0155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T566, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T634, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 4. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/06, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of conformance issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0428.04, issued to Clopay Building Products Company, approved on 06/05/03 and expiring on 08/21/08. 11/1 arlos M. trera, P.E. Product Control Examiner NOA No 08 -0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E -2 4 CLOPAY MODELS 84A, 94, 98, 994 IDEAL MODELS: 4RST, H4ST, 4F HOLMES MODELS: 48 5 END SE/ES ATTAC HED TO DOOR SKIN WITH PATENTED TOG -L -LAC SYSTEM. END STILES HAVE (2) TOG -L -LAC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE: • 21" SECTIONS HAVE (5) TOG -L -LOG CLINCHES:® • 18' SECTIONS HAVE (4) TOO -L -LAC CLINCHES. (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS, ATTACHED WITH TOG -L -LOG [(2) AT TOP & BOTTOM] URETHANE ADHESIVE (ALONG CENTER). ONE ROW OP IMPACT- RESSIANI GLAZING IN EIDER TOP SECTION (SHOWN) O8 NEXT -TO- THE -TOP SECTION (NOT SHO•N). MAX. GLAZING SZE S 18 -1/2' x 11'. GLAZING 5 INJECTION ROCOCO CE LEXAN SLx24327. AN APPROVED COD PLASTIC N ACCORDANCE WITH /FBC 2606. SEE SECT. 8 -8 FOR ASSEMBLY OETALS. SEE INTERNED. HINGE DETAIL SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE END SOLE LOCATION OF OPTIONAL VENTS MAX. DOOR WIDTH = 9' -D' I r! INSIDE HANDLE OUTSIDE KEYED LOCK OUTSIDE KE:_D LOCH INSIDE ELEVATION INTER STILE OUTSIDE HANDLE END SIDLE TICK SNAP LATCH LOCK OPTION LOOK FL N LOCMN6 2 -3/4• 2 -1/4• 4) P14 A" SHEET METAL r7 7 -1/2' iT(4) 1 /4'x4' APPING SCR3 /EWS SELE GAS NW15gWMfS4 18 GA SEE END HINGE DETAIL ICK POSRION (BOTH SNER. SEE YOLK OF EACH LOCK FOR DETAILS INSTALLER MODEL 94, NBA. 4RST. HOST 98, RE RETAIL. MODEL 84A. 48 DESCRIPTION SECTION B -B OFTAII 'D' MUL PURPOSEA DECORATIVE -:N INSERT. 0.188 BOND TAPE •MU DECORATIVE FRAME FACADE. GE SR dMnWW STRUCTURAL SILICONE SEALANT. NPACT RESISTANT ONE -PIECE INJECTION MOOED GE LEXAN $1x24321 FRONT FRAME & GLAZING. POLYSTYRENE FRAME ER FASTENED TO FRAME NOM (10) IC x SCREWS. PAN HEAD MACHINE SCREWS WOODGRAN TEXTURE. RAISED PANEL, DALV. PATER. STILES 24 GA (0.0239' MIN. THICK) DOS STEEL (MW. HELD 35.7 KSI) EXTERIOR SKIN WITH G -40 GALVANIZING. BAKED -ON PRIMER AND A BAKED-ON POLYESTER PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. (A5TIA No. A853). GUIDE AND STILE LOCK BAR ENGAGES IN TRACK ON EACH DOE OF DOOR. JAMB CONFIGURATION C' SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH ODE OF DOOR. 1.2.Q6 —2311013 STOP MOULDING BY DOOR INSTALLER (TO SUIT) WOODGRAIN TEXTURE, FLUSH_PANEI, CALV. INTER. 55a5 SECTION A -A 2' THICK SHIP LAP JOINTS. PRODUC?REVISED at camb "Mb AlePIDE Coe ♦ � 12 GA. GALV. SEEL TOP ROLLER BRACKET (2 -1/2' x 5- 3/8'). EACH BRACKET ATTACHED W /(4) #1405/8' SHEET METAL SCREWS. CA. MIN. GALA, STEEL END STILE, 2- 5/8'0'. 20 GA. MIN. GALA. STEEL ((TERM. STILE. 212'. 12 GA GALL. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE S /1811 -1/2' WOOD LAG SCREW PER BRACKET. 2' GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1 /4`x5 /8' BOLT & NUT. GB TWO N /4• WETS. 1_1 18 GA SOLO. STEEL INTER HINGE FASTENED TO CENIER STILE W /(4) EACH 91445/8' SHEET METAL SCREWS. 7 /IB" ROUND FUSHNUT IS INSTALLED ON EACH ROLLER SHALT. T4 GA. CM.V. STEEL END HINGE FASTENED TO END STILES W/(4) EACH 0105 /8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2' 10 BALL STEEL ROLLER (1 -3 /18'x7 /1614') WITH STEEL OR NYLTON TIRE. TABLE 1 TRACK CONFIGURAT'ON DOOR HEIGHT NUMBER OE SECTIONS. 8'0" TO 7'0" 4 76' TO 8'9 MD'TO 10' • scam ARE Iatlml e m 21 IC. REV DATE 02 03/16/01 0 -40 MIN. WAS G -80 03 04 /2003 ADDED EXTENDED HEIGHT MODELS 04 08/13/08 ADDED OPTIONAL IMPACT RESISTANT LOTS. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. a 72- M1 '02 VERTICL TRACK ATTACHED IO FLAG BRACKET W'14 (1) 3 /8'x3 /4• CARRIAGE BOLT. 13 G4. SACS. STEEL FIAO BRACKET. EACH FASTENED '0 5000 JAMB STIR (3) 5 /16'.1 -1/2' WOOD IAA SCREWS. YERTICAL TRACK ATTACHEO TO HORIZONTAL RACK NTH (2) 1 /413 /4' TRACK BOLTS 2' GALV. STEEL TRACK. TRACK THICKNESS: 0.060'. TYP. 2- (/2-412 GA CALO. STEEL TRACK BRACKET. JAMB TO SUPPORTING STRUCTURE ATTACHMENT LIAR TOP BRACKET DOUBLE HORIZONTAL TRACK DOOR HEIGHT Oman. 'L MICHEIN 1 IIMil ®dmi ®iEris lIall•ELIME:N 1/4" x 3' (1 -1/4' EMBED) OW TAPEON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 1 4' x 4" 1 -3/4" EMBED GYP TAPCON CONCRETE ANCHOR (2 -1/7" MIN. EDGE DISTANCE) 10 -1/2' 24' - nmlrmrFm©rmrsis MCEi5FT4r5157r11515MM omrrnrES®EMErdss IMIECIA®fMECEMElSZEIIitDiis EQIiiIMIND 1/2 x ON 2 -1/4' EMBED SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR (2" MIS. EDGE DISTANCE) 1/2' x 4" 1 -5418" EMBED LAG SCREW (ATM A307. GRADE!). (2 -1/2' MIN. EDGE DISTANCE) ili i•M•FMiEYiliO rFr:Lrs 2.000 PS MN. CONCRETE 1 2" x 4" 2 -1/2" EMBED WEJ -TI SLEEVE ANCHOR (2 -1/2' MIN. EDGE DISTANCE) - INCLUDED IIMIIIEMEMIIIININIMEISMKEIIIIIi 5R55515it IFEFVFAIT5MMEEM7511i411 EMIEEESI F�®EMESME9WEIM loft' PREPARATION OF JAMBS BY OTHERS Nom: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT RUILONG CODES FOR THE LOADS LISTED ON THIS DRAWING. I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR 'S TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3. A 1/3 SIESS INCREASE FOR WIND LOAD WAS 7/42 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STAID WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 24 PRESSURE TREATED SYP (GRADE %2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PS NOMINAL EXTREME FIBER STRESS IN BENDING (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEARS. BLOCK WALL OR CONCRETE 14 GA, GALY. STEEL 2x5 SYP (GRADE ®2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROJT REINFORCED BLOCK WALL OR END HINGE. EACH CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WTTH REINFORCING FASTENED TO END BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE SOLES W /(4) #1405/0 _ BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE SHEET METAL SCREWS DESIGNED BY THE BUILDING ENGINEER OR ARCHTECT OF RECORD. & (4) 1/4' SELF TAPPING SCREWS. 2 -1/4' TALL x 20 CA. CALL.. STEEL (MN. WELD BO KS) U -BAR TWO U -BARS PER SECTION. EXCEPT THIRD SECTION WHICH HAS ONLY ONE U -BAR. EACH U -BAR ATTACHED WITH 1/4' SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERNED. STILE LOCATION. 13 GA. GALA. STEEL BOTTOM BRACKET (3 -1/2" x S -1/2") ATTACHED WITH (2) $14x5/8' SHEET METAL SCREWS. • - GEST CCHOR/S ANCHOR/SCREW STARTING HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) 2115 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS BUILDING TYPE FASTENER TYPE MAXRAUM • ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REONRED? C -90 BLOCK (HOLLOW OR 000 2, PS MIN. CONCRETE 1/4" x 3' (1 -1/4' EMBED) OW TAPEON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 1 4' x 4" 1 -3/4" EMBED GYP TAPCON CONCRETE ANCHOR (2 -1/7" MIN. EDGE DISTANCE) 10 -1/2' 24' 1' 0.0. 1' 0.D. 3.000 PSI MIN. CONCRETE WOOD FRAME 1/2 x ON 2 -1/4' EMBED SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR (2" MIS. EDGE DISTANCE) 1/2' x 4" 1 -5418" EMBED LAG SCREW (ATM A307. GRADE!). (2 -1/2' MIN. EDGE DISTANCE) 21 -10' 24 WCLUDED 1 0.0. 2.000 PS MN. CONCRETE 1 2" x 4" 2 -1/2" EMBED WEJ -TI SLEEVE ANCHOR (2 -1/2' MIN. EDGE DISTANCE) 24 INCLUDED ALUMINUM EXTRUSION & OWL WEATHERSTRIP. EXTRUSION ATTACHED WITH $8.1/2' SELF TAPPING SCREWS AT 18' ON CENTER SPACING [(6) SCREWS ON 9YV MORE 4 ®CI ne ®p Ily Building Products Company TOLERANCES UnIe!! Sloted 01051.lae AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. AS INCH AS THE DOOR OPENING HEIGHT. SCOT HAMILTON, P.E. DESIGN LOADS: -42.0 PSF & -48.0 PSF. FLORIDA P.E. No. 53285 .00 = x.03 .000 = 1.015 .0000 = 1.007 Degree! = 11/2' SCALE. NOTED IL 06/13/08 PAGE. 1 OF 1 X. SIZE 9.O'W x 12'0 "H CLOPAY BUIL INI UCTS 8585 DUKE BLVD. MASON, OHIO 45040 ASIA) 770 -4800 2 DRAWN 8H, SH DESCRIPTION. SINGLE CAR W7 PAN DOOR WITH IMPACT RESISTANT CITES CHECKED BY. SH GRAYING SLOBBER 101702 VCR, I MD I /69/ 0 99s/ x114; 6" ' 6r',s Capstone line Partners, LLC 888 S. Andrews Avenue Suite 204 Fort Lauderdale, FL 33316 954-467-9899 File Number: 12-286 Will Call No.: [Space Above This Line For Recording Datal Warranty Deed r This Warranty Deed made this 7th day of June, 2012 between Jeannie Evans, a oman whose post office address is 306 W. Fern Drive, Orange City, FL 32763, grantor, and JCD Properties, Inc., a orida corporation whose post office address is 426 SE 6th Street, Dania, FL 33004, grantee: (Whenever used herein the terms 'grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in' consideration of the sum of TEN AND NO /i00 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami-Dade County, Florida to -wit: Lot 14, RESUBDWVISION OF BLOCK 2 OF BONMAR PARK, according to the Map or Plat thereof, as recorded in Plat Book 42, Page 59, Public Records of Miami Dade County, Florida. Parcel Identification Number: 1131010260140 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor •hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2011. In Witness Whereof; grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: 411, --"Ie5Write t er-rzre-- State of Florida • County of I U ) The foregoing bistrament was acknowledged before me this day of June, 012 personally known or PC] has produced a driver's license as identification. Ammo, .11504160 by [Notary Seal] Notary Public Printed Name: '[)A'3 Gi%kat I My Commission Expires: e* fo 01..3 •e Evans, who LI is DJDGASKNS toussoto uv COM 4004,2913 soon Miami Shores Village !of/o6 ., Building Department Joel 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMITl APPLICATION FBC 2001 OCT 2 4 2006 BY: m -mb ' - - - - - -- Permit No. L aster Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 0Q, eA, () n a Q o Owner's Address I („ 1 mu) ct q City \— j o State t. Zip .3 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 19 /\ (,, 69 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name do_ Contractor's Address 1.4 1 01 c .1 L City Qualifier I( 1 p h State T 'k Phone # 630:0_ J c9 State Certificate or Registration No. Zip 3 ST Certificate of Competency No. C)() L% S no C 0 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit # a Square Footage Of Work: Type of Work: ❑Addition ❑Alteration :New [r Repair/Replace 0 Demolition Describe Work: k(,t _c_e. 1 x * * **** * * ** * * *** * * * ** ** * * * ** Fees, * * *, ** *** **, * ** ***** * * * * ** * Submittal Fee $ Permit Fee $ ift. �/ CCF $ 0 400 • CO /CC Notary $ Training/Education Fee $ a Technology Fee $ 9:45 Scanning $ (0.00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and 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 o It posted notice, the inspection will not be a #'roved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledge --- day of w Print: My Bey._ * Commission # DD226852 .. My Commission Expires u tilt 19 '2007 The foregoin day of who is ent was acknowledged before me =*s-" NOTARY P ✓J�1. T,�er1% / Print: C ssion E es: r- * * * ** * * * * * * * * * * * * * *� �* * * * * * * * * * * * ** ** * * * * * * * * ******* *** * * ** * * * * * * * * *** * ** * * ** * ** * * ** ** APPLICATION APPROVED BY: Chc 05/13/03 *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 Plans Examiner Engineer Zoning Issue Date: 10/30/2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/28/2007 Owner's Name: JEANNIE EVANS Permit Type: Windows /Shutters Work Classification: Door Replacement Job Address: 169 97 Street NW Miami Shores Village, FL Contractor(s) Phone Primary Contractor JC ROLLING DOORS CORP. DBA/ F 305-364-5999 Yes Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential 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 -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -10 -06 -2634 Phone: 1131010260140 Lot: PB: Total Square Feet 63 Total Valuation: $ 800.00 Required Inspections Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $119.55 Building Department File Copy Applicant Signature Invoice Number WS -10 -06 -26509 Total: Amt Due $119.55 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 10/30/2006 Owner's Name: JEANNIE EVANS Permit Type: Windows /Shutters Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/28/2007 Work Classification: Door Replacement Job Address: 169 97 Street NW Miami Shores Village, FL Contractor(s) Phone Primary Contractor JC ROLLING DOORS CORP. DBA/ F 305 - 364-5999 Yes Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential 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 -named contractor to do the work stated. Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $119.55 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -10 -06 -2634 Phone: 1131010260140 Lot: PB: Total Square Feet 63 Total Valuation: $ 800.00 Required Inspections HIS MUST BE C JO; AY TIME G IS2ECTICW Invoice Number Amt Due Amt Paid WS -10-06 -26509 $119.55 Total: Applicant Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. For Inspections, Call (305) 795 -2204 exts 431 & 442. Requests must be received by 3 pm for following day inspections. Obtain Certificate of Ocupancy /Completion Before Using the Building Issue Date: 10/30/2006 Owner's Name: JEANNIE EVANS Permit Type: Windows /Shutters Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/28/2007 Work Classification: Door Replacement Job Address: 169 97 Street NW Miami Shores Village, FL Contractor(s) Phone Primary Contractor JC ROLLING DOORS CORP. DBA/ F 305 - 364-5999 Yes Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential 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 -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -10 -06 -2634 Phone: 1131010260140 Lot: PB: Total Square Feet 63 Total Valuation: $ 800.00 Required Inspections Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $119.55 County Copy Invoice Number WS -10-06 -26509 Total: Amt Due $119.55 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES . SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 10/30/2006 Owner's Name: JEANNIE EVANS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/28/2007 Permit Type: Windows /Shutters Work Classification: Door Replacement Job Address: 169 97 Street NW Miami Shores Village, FL Contractor(s) Phone Primary Contractor JC ROLLING DOORS CORP. DBA/ F 305 - 364-5999 Yes Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential 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 -named contractor to do the work stated. Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $119.55 Finance Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -10 -06 -2634 Phone: 1131010260140 Lot: PB: Total Square Feet: 63 Total Valuation: $ 800.00 Required Inspections Invoice Number Amt Due Amt Paid WS -10-06 -26509 $119.55 Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. IIUII,DI PRODU NOT tv \\OCT2 - PL t'aNCE OFFICE (BCCO) LIDIV iSIfON B`t': W&% 2(o-5a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUiLDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Clopa Co. 8585k aJi Mason, OH 45040 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 Division 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 (AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH.1 (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 Division 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. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. •••••• APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83, 84A, 93, 991. Ham.& H94 ", dated 11/1&/9G.. with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Product �:st ..nod anc,Setlt‘l by M.V.' Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with th .1:1 �e of Ac'lrl�pt9nce nurnlotr :. and expiration date by the Miami -Dade County Product Control Division. ...� 11".• •� ;.,��� MISSILE IMPACT RATING: Large and Small Missile Impact '....' ••• ` ' • LABELING: Each unit shall bear a permanent label with the manufacturer's name or.140••city, state and foil t±St+ ••R.• 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 an�4l.orestas been no changeili't?�• • applicable building code negatively affecting the performance of this product. • • .... • TERMINATION of this NOA will occur atter the expiration date or if there has been a re'visivw, r cha>'Igt;igthe maYrialg' use, and/or manufacture of the product or process. Misuse of this NOA as an endorseI tent cof any product, fob : advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any soatron;of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months. four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance . 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 renews NOA # 01- 0326.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Cand ont PE. NOA No 03-0428.04 Expiration Date: August 21, 2008 Approsal Date: June 5, 2003 Page 1 Florida Cam i Report # DPR -060912 -B-01 The positive and negative for s) Med below are derived from the Florida Building Code (American Society of eivi eviseers, SEMSCE7-821, 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Frank Hernandez 10626 NE 10Ct Miami, FL 33138, Miami -Dade County Garage Opening Size: 8' 0" x 7' On Mean Roof Height Less than 15' Roof : Not (use greater than 10 degrees) Measured Minimum Building Dimension: 36° Measurement of Nearest Garage Door to 7 0" Positive Design Load: +41.3 PSF Negative Design Load: -46.6 PSF The following Clopay Building Pnxtucts Company Doors nmet the requirements for the stated loads: Clopay Model 94W7, 8'O" x TO", Awrovgd # 934428.0k 10170 2. VIRKBoad Capacity: +421 -48 PSF. Clopay 43001N 8, CO" :cm - a # # 101701, Capacity: +48/ -60 PSF. • • • •••••• • • • • • •• • •••• •S•S•0 • • • •••• •.•••• • •••••• • • • • .0555• • • . • • • •••• • • • ,�• The design loads shown above area are based ugxen the memonements Rated above tos:anrlvsed" buligos, ant?: • • the re e _ ° - ts of n da Buitdg Code four" • • require that the door being ' ' Ay1' 0000.o windborne debris in high • • • • • • • • • •••• • ••:• The related calculations do not the or of the supporting �ri�emberr. uikdiW official is the final determnuer of . eve x <? , `r binding tarl►ome alt•td�a• designated location. The °Structural hiterfamr ofthe designated door to the existing door jamb. The sirurctr3ral capacity of the existing, assn be confirmed adequate by a certified registered professional engineer in mike stale of Ficattla. The warners hardwaie designated for the subject door, and details for installation are °:$ a : r:, ` above. Scott aimmiiton, P Florid *P:E.i�.iic�je No. 63286 8585 D�f31*vd u • Mason, O1 43944'7— (513) 770 -4800 9/1212006 MODELS 83, 84A, 93, 94, 483. 1-194 p- ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED / TOG -I -LOC SYSTEM (TOP, BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) vENTS &MAXIMUMN VENT OOIENIINNG 80 IN' MAX. DOOR WIDTH •• 9' 0" INSIDE ELEVATION TABLE 1 DOOR HEIGHT NUMBER OF SECTIONS SECTIONS 4 '0" t0 8'9' 5 - 6 ?;r8":0-'12%- 7 • SECTION ARE EITHER 18' OR 21. 111G14 SEE END HINGE DETAIL SEE INTERNED. HINGE DETAIL TWO PONT LOCKING INTO TRACK PER vac 3603.2 5/8 IAN. ENGAGEMENT OF OOR) SINES (SEE LOCK OPTIONS) -END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) -/` A 1111111111 •111,6,. 111111111111l11111111l1111111111111111111111111 •Iw�t�� - -i• SLIDE BOLT LOCK INTO VERTICAL TRACK ONE LOCK ON EACH SID OF DOOR. J OCSEOPTION BOLT HORIZONTAL NSTCALLERSUPPORT S 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD .1AM8 WITH (3) 5/18 "x1 -5/8' W0013 LAG SCREW.. Tit ACI GERIE rn BAB N 2" GALV. STEEL TRACK, TRACK THICKNESS: .060' PLACEMENT 00 'L" �Ix V pQ3iFL)iIMIEMIIIMIMklirli1111 tACS]iFIi1tiZSY IMINICANE i/ iYS11111411021 Y11•Tt1ililiE30i [ADillI IEIITa1 IMME:iE 111:13013111M1741101111K01111MAI lesoilitailMiwiiiirilinariatimiliir EJQAILc111ELIKEVII iilS7EEMlf fl7Ci11i1F lFMPAI[L7iEiiiEi7i itiariiiifii[Li1 ISTTi fMMIll mi litINFiNTiliiNi ria iii fiYSiiiViiIIIM ii•LSiiFL- - - -. - .• , X: - - - : -. : • • ENICEI3iEIDFIIII li a I - B 1! . TRACK BRACKETS PER SIDE TIP. 2- 1/2'x12 GA GAIN. STEEL TRACK BRACKKE)T. (BRACKETS PER SIDE UP TO 10' HIGH). 8 TRACK BRACKETS PER SIDE (P TO 2't IGH LOCATION OF OPTIONAL VENTS /jI MAXIMUM VENT OPENING: 80 IN MAX. DOOR WIDTH a 9' 0" INSQE EI LYATION 226 WOOD JAMB SNAP LATCH ENGAGES ONTO VERTICAL TRACK. tia /UD ONE SNAP LATCH ON 7 dlh EACH SIDE OF DOOR. Prnn.;t -- PI"'rwEI) '1 the ['Arian T) •4talal Dame rroduct Control INTER. STILE OUTSB)E ICEYED HANDLE END STILE INSIDE HANDLE ILULIDLISMILLMIS SNAP tATCH fOCK OPTION TWO POINT LOCKING INTO TRACK PER SF C4 3603.2 5/8 MIN. ENGAGEMENT OF D SIDES (SEE LOCK OPTIONS) 24 GA. MIN. 0-40 MTN. GALV. STEEL (ANN. YIELD STRENGTH: 28 K51. DRAWING DUAL TY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 1(00 0 (A) /14x5/8" SHEET METAL REWS SC ay 1 /4•x3/4• SELF rAPPn+c SCREWS A GA END HINGE STOP. MOULDING ST 00011 INSTALLER (70 SUIT) 20 GA. MIN. G.N.V. STEEL END STILE 20 GA. GAL ". STEEL INTER. STILE 12 GA. GAIN. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16%1-5/8* WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4"25/8" TWO BOLT N�� • • • • • • JAWS COSFIGURATOS • / • ■ • • • • • • it 3/o • '���" • • / • • • BY-A IRg5TERE• di SS • StWA•ON4rHIy NG• •• • • ■ • •• • • • • • • 2" STEEL ROLLER. ••• `4 — - THICK t.cnoN A -A w - 12 GA. GALA. STEEL TIP* ROLLER ^RACKET. EACH , )14x5 /a.- SHEET METAL SCREWS. SHIP LAP JOINTS. ,- 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES WJ(a) //14x5/8' SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2 -1 /4"x20 GA, GALV. STEEL U -BAR. TWO U -OARS PER SECTION. EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -SAILS MADE FROM 80 KS1 /(2) I/4.3/4' SELF ACHED W TAPPING SCREW PER STB.E. "-13 GA. GALV. STEEL 93t1OM BRACKET. ATTACHED W /(2) {14x5/8- SHEET METAL SCREWS 18 OA. INTERMEDIATE HINGE ALUMINUM EXTRUSION & NMiT WEJITIF..RSTRIP INSTALLER RETAIL. MODEL MODEL DESCRIPTION • 74 GA. STEEL SKIN 18 GA. STEEL END STILES 24 GA. STEEL SKIN; 18 GA. PAINTED STEEL ENO STILES • - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 93, 493 ga 83 1.184 84A 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4) EACH (14x5/8' SHEET METAL SCREWS. 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH (I4x5 8- SHEET METAL SCREWS & (4) 1/4/4 SELF TAPPING SCREWS. ELEMENT• SRA* if. DESTINED ENGIIKERgFOR LOADS • • • • • • • ••a •• • ••• • • • • ••• • ■ • • • • • ••• • • • • ■ ••• •• •• • • • ••• • • • • • ••• • •• DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING THE 2.6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. 110 LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JA149 FASTENERS MAY BE (BUT NOT REOUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS (5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1 /4"x1 -3/4- EMBED T.APCON CONCRETE ANCHORS $7AR11NG AT NO MORE THAN 8" FROM BOTT014 AND 16' O.C., S)S WITH 3/8'x4- (1 -3/4' EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8" FROM BOTTOM AND 24' O.C. DESIGN L1:ADS- +42.0 PSF & -48.0 PSF ni C!®pay Building Producis Company CLOPAY BUILDING PRODUCTS COMPAIAI 8585 DUKE BLVD. MASON, OH 45040 (513) 770 -4800 PLOT 1.42 wrt It /78/9F 0,51. xt. 9'0'W • 12'014 a^'* III DOOR MODELS: �•�� n NINA 83, 840. 93, 94, N93, 1-19 101702 -24 3 MIAMI SHORES VILLAGE BUILDING PERMIT "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS Z4 „� STRUCTURAL MECHANICAL +'' $rte kX r3 3E !hx d q � � ',,:4,* 41‘ 3SC� Work is allowed Monday through Saturday 7:34) A.M. A.o 6 :00 P.M. No work is allowed on Sundays or Holidays xi !a. PLANNING & ZONING MECHANICAL 3E !hx d 3SC� '1 Y C � FINAL FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 THIS PERMIT CARD MUST BE DISPLAYED ON THE FRONT OF THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL BE MADE MIN. 12" x 18" BACKING BD. 12" 18" 1 MIN. 4' MAX. 5' 1 44_ MIN 18" PENETRATION % 1 % 1 1 "x8" PROTECTIVE LEDGE OR VISQUEEN FLAP WITH FASTENER OR --► ON FACE OF BUILDING WITH PROTECTIVE COVERING PERMIT FASTEN TO BACKING AS INDICATED ON CARD '~^^^`~^~^~~ BUILDING CODE COMPLIANCE OFFICE (BCCO PRODUCT CONTROL DIVISION T��� mCo2^, � ^�- NOTICE OF ACCEPTANCE \- MDAMl'DAQE COUNTY, FLORIDA 140 WEST FLAGLER STREET, SUITE 1603 M\ANLFLOR|DA]3i30'1563 (305) 375-2901 FAX (305) 375-2908 Clopay Building Products Co. 8585 Duke Blvd. Mason, 011 45040 SCOPE: This NOA is bei The documentation submitt of Rules and Appeals (BO Jurisdiction (AHJ). }knNe rules and regulati arni-Dade County Pr itde County and oth .!\ mi-Dade County Pr tde County and oth 'This NOA shall not be .�. (In Miami Dade County) and/ ( PfeitP than Miami Dade County/I uct or material tested for quality p ' ,. It ts product or material fails er, the manufacturer will incur the , s S .esting d the AHJ may immediately4 _ of such product or material within tlie uris to ,,1 BORA serves the right to revoke this acceptance, if it ts determined y Miami- Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described I-ierein. and has heen designed to comply with the High Velocity I-Iurricane Zone of the Florida Buliding Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. ..�•� APPROVAL D�}��TJN1GNT:Drawing No. 10l7O2'24.tdlod^I�x���od6s:O3.84A`.93`92. H914". "^... 11/144K°• with last revision on April 2003, sheets 1 of l, prepared by Clopay 8ui|ding Pro6ucm��igoNd uncl,tewled by MANI.° Westerfield, P.E., bearing the Miami-Dade County Product Control Renewal stamp with tkc �wnceo[/\�tp�nce nm��e�° ~~~~~° and expiration date by the Miami-Dade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile lnipact °° • .°° °° ~° � r° statement: ^Miumi'DudoCoun|yProductConun|&ppnovcd^, unless otherwise no/edhcoin.~* ° °° ° L&BELl4G: Each unit shall bear a permanent label with the manufacturer's name u� state d fb|°�° •••• ••••• ° ° ••�° °°° R EN EWA L of this NOA shall be considered after a renewal application has been filed unialawg^hns bcun �� chungc°�°��� applicable building code negatively uMecting the performance of this product • • • °° °° TERMINATION of this NOA will occur alter thc expiration date or if thcre has been ~ nuog; ja the m,�cnn • use, and/or manufacture of the product or process. Misuse of this NOA as an endnr rn4| °f any . koicwlco: advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any Iticitiblof this NUg shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notiee of Acceptance. A rninimum of 2 specimens shall he cut from each coii arid tensile tesicd according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement fron` the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ' 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 hc provided to the user by the manufacturer or its distributors and shall be available for irispcction at the job site at the request of thc Building Official This NOA renews NOA #O\'O326l)1 consists nf this page 1 as well as the approval documentmcrftioned above The submitted documentation was reviewed by Cand• ont PE. NOA No 03-0428.0 Expiration Date August 21, 2008 &pproia|Date: June 5,%083 Page 1 Flout .., ,;,, f , # Report # DPR- 060912 -B-01 The positive and negative design Budding Code (American Society of CM Emfirmese, WHOM 7,. (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Frank Hernandez 10626 NE 10 Ct Miami, FL 33138, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 0» Measurement of Nearest Garage DoorOpening Bulitfing Corner: 70" Positive Design Load: +41.3 PSF Negathre Design Load: -46.6 PSF The following Clopay Bu **requirements for the stated loads: Clopay Model 94W7, 8'0" x 7'E% A 702. Windload Capacity: +42/ -48 PSF. Clopay Model 4300111, 8'0" x 7' k =,y z« #010930.03„ 1017 Wridload Capacity: +48/ -60 PSF. • • •••••• • listed below are derived from the Florida Seam 1819 for "components and cladding" Roof Slow Not prerrided (use greater than 10 degrees) • . • • • •• • • ••.• •••• ...... • • • • •••• • •• • •.•*.• • • • • • • • • • • tb� modased" bu Ig1 1 lc • ' • • The design loads shown �- �� A° s, a id • require that the door being wd3 ofd l�ia Buiklirlg Code 4....": ... windborne debris in high • • • • • • • • • • • The related calculations do not the jambs sup ng 4rnber3. •buildipg• • • official is the final determiner ofthe buidirpor home ': designated location. The "structural of the designated door is Ore mdsting door-jamb. The s 'uctraral capacity of the existing, d and ._. ..: ,,.. mist be confirmed adequate by a certified registered professional in the .: r f designated for the subject door, and details for insta ,- . r - = F =. 1 , „ above- Sco ,µt .n, Florida P. E:. Licdn°se. o 43286.; 8585 4Btyd.. Mason,;?h#.4a0 ,� _ _ _ (513) 710: 4809.. 9/12/2006 MODELS 83, 84A, 9.3 94 H83. H94 END TOG -�OC ATTACHED SY5TEN (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE 57ILE SEMEN EACH EM8055 ATTACHED WITH 100 -1 -10C (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) m _( im 11 im ICI iL11 Ih ilI�IIIh Il9 lJr i-ii: IIII �I om LOCATION OF 0P110NAL VENTS �MAX4MUM VENT OPENING 60 34 MAX. DOOR WIDTH - 9' -0' RE4IDF ELEVATION TABLE 1 DOOR NUMBER OF HEIGHT SECTIONS ' 8'0° TO 7'0' 4 7'6' O 9'6' 5 9•0,70 IQ'6' 6 10 9 TO f 20- 7 • SECTION ARE EITHER 18' OR 21' HIGH L SEE END HINGE DETAIL SEE INTERMEO. HINGE IN DETAIL TWO POINT LOCKING INTO 7RACK PER wag 3603.2 5/8 1421. ENGAGEMENT 01' 000R SIDES (SEE LOCK OPTIONS) ENO ST6.65 ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM, h CENTER) ATTACHED 146 44TERWITH 16 513„E BETWEEN EACH EMBOSS ANC URETHANE ADHESIVE (ALONG CENTER) A 11IIrII111� II111.1ll111111111Ii11 r Al Rl�I��11- 0 ^j�lr�l�liR1 R 1 1110 1111001110011101=111 i11(00Il1EII _Ail SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK 014 EACH 510E OF 0008. OUTSIDE INSIDE SURE 80L1 HANDLE 101:14 OP110N LOCATION OF OPTIONAL VENTS 4MAXIMUM VENT OPENING: BO IN' MAX. DOOR W10TH 9' 0' INSIDE ELLYAT o LATER. SDI/ HOR120341AL TRACK SUPPORT BY DOOR INSTALLER (T0 SUIT) 33 GA GALV, s1EEL FIAG BRACKET. EACH FASTENED TO 91000 JAMB WITH (3) 5/18'41 -5/8' W000 LAO SCREW.. TRACK LINENS /RATION 2" GALV. STEEL TRACK, TRACK THICKNESS: .060' {t1( /� 11 1 TRAC/2"112 BRACKET5 PER SIDE STEEL TRACK 8' HIGH),) �.(/,I 5 TRACK BRACKETS PER TRACK BRACKETS PER SIDE (UP O 12' HIGH). .� 5 K iR�[� T�K�i (2015 Jon( BAR LOCKING 2,6 W003) JAM9 END BRIE. LocK BAR GUNS `LOCK BAR ENGAGES N TRACK ON EACH 510E OF DCOR. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. IhiA" ONE 314AP LATCH ON EACH SIDE OF DOOR. Pr' rWVGO thr 1lnrhin . 'tali -K ^1 13'1 Aland Dnu rnand Contra tram. STILE OUTSIDE +� END KEYED STILE HANDLE INSIDE HANDLE OSLIDE_REVEO LSZCIS SNAP IATCH LOCK OPTION - 1W0 POINT LOCKING INTO TRACK PER SEX 360.3.2 5/8' MIN. ENGAGEMENT (OPPOSITE SIDES OF (SEE LOCK OPTIONS) 24 GA. MIN. 0 -40 MN. GALV. STEEL (MN. VIEW STRENGTH: 28 K51. DRAWING QUALITY) WITH PRIMER AND BAKED- 10 POLYESTER 114 PAINTED TOP COAT SIDES OF STEEL. W (4) 1(1445/8' SHEET METAL SCREWS 0 0 _ / (4) 1/4'43/4' SELF TAPPING SCREWS 14 E 0 HINCS E__SeA.iNO 41 ta(S STOP WOWING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. 041V. STEEL END STILE 20 GA GALV. STEEL INTER. STILE 12 GA. GAIN. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16'41 -5/8' WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED O TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'45/8' DOLT & NUT r.$ TWO 1 /4" RIVETS. 14 GA GALV. STEEL END HINGE • - • • • • JAlIB GOYFtGURA. FASTENED TO END STILES W /(4) EACH • • / • • • • • • • • I /4:x3/4" SHEET ELF TAPPING SCREWS. (4) • •• ••• • • • • • • • A- 2' STEEL ROLLER. • SEG,IlOb..A =A '1 12 GA. GAIN. STEEL Tf» • ROLLER ^RACKET. EACH - BRACKET 411ACHED W /(4`J' )1445/8' SHEET METAL SCREWS. !-SHIP LAP JORR5. ,- 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) 1(1445/8" SHEET 3ETAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'420 GA GAIN. 5TEEL U -BAR. TWO 0 -13ARS PER SECTION. EXCEPT 3R11 SECTION WHICH HA5 ONE U -BAR. U -HAFTS MADE FROM 80 1151 STEEL. EACH 0 -13A9 ATTACHED W /(2) I /4'43 /4' SELF TAPPING SCREW PER STILE. "--13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) 11465/8" SHEET METAL SCREWS 15 GA. 1NT694<40ATE HINGE ALUMOIIIM EXTRUSION & +Arrrt WEATHERSTRIP INSTALLER MODEL RETAIL MODEL DESCRIPTION' 93. H93 83 74 GA STEEL SKIN; 18 GA. STEEL E 94. H94 84A 24 GA STEEL SKIN. 18 GA, PAINTED 51651 FNO STILES .- ALL DOOR MODELS ARE RAISED PANEL EMBOSS TILES V18 GA. CALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH 1(14x5/8' SHEET METAL scReNs. 7/18' PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION - /o.; • 8 • • • • • • ••• • UPPOR'R•G STRUCTUP&I. ELEMFF)�IR SHA#.Lfr DESIGNED • • A GISTER8P311110FESWINAL ENGIAEER•FOR $NO LOA05 • S 0N•TRAR DR•mir • • • • • •• • • ••• • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • 00 00• • • •• •• • 000 DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING Glapay Building Praducis Company 114E 246 VERTICAL 1101110 4Ap105 ARC TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO 114E HORIZONTAL (TOP) JAMB. ALL JAMB 445169ER5 MAY 06 (BUT NOT REQUIRED) COUNTERSUNK 10 PROVIDE A FLUSH MOUNTING SURFACE. 246 WOOD JAMB CAN BE ATIF_HOREO O GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE run WITH CONCRETE AND REINFORCED WITH CONTINUOUS 15 84R EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN 8E 1/4 "41 -3/4' EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM 301101.1 AND 16' 0.C„ rDB WITH 3/8'44" (3 -3/4" E18ED) RAWL 100 /8013 ANCHOR STARTING AT 140 MORE THAN 0' FROM BOTTOM AND 24" O.C. DESIGN U)•4U5: T42.0 P5F 4 -48.0 PSF_ P1.01 1-4 CLOPAY BUILDING PRODUCTS 001AP8NT 8585 DUKE BLVD. n 14/18/91 MASON, OH 48040 n. (533) 770 -4800 " WAY 44,14 my. 9'0'0 • 12'0"14 m' DOOR 1400615: 83, 848, 83, 94. 1493, 1194 101702 -24 HEIGHT - wit 11111Rif)1(11M1 )Li IIRE1311C11rd tinin jiEZDVI e r41114i/ES,1111L]iEL11111E.1111111:•1111 113123111EMMII011111ElkillE111111:1111 ILCUREIIIIEWAIMMItallEallIffaill ILKditEIMIY 3iQyE iiFTlity1li ineralTFriiilSii3iRPiiiT _fi*.rMUFFI. ill 1.•• wardINisa RCS: 3a" n" I 14. {t1( /� 11 1 TRAC/2"112 BRACKET5 PER SIDE STEEL TRACK 8' HIGH),) �.(/,I 5 TRACK BRACKETS PER TRACK BRACKETS PER SIDE (UP O 12' HIGH). .� 5 K iR�[� T�K�i (2015 Jon( BAR LOCKING 2,6 W003) JAM9 END BRIE. LocK BAR GUNS `LOCK BAR ENGAGES N TRACK ON EACH 510E OF DCOR. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. IhiA" ONE 314AP LATCH ON EACH SIDE OF DOOR. Pr' rWVGO thr 1lnrhin . 'tali -K ^1 13'1 Aland Dnu rnand Contra tram. STILE OUTSIDE +� END KEYED STILE HANDLE INSIDE HANDLE OSLIDE_REVEO LSZCIS SNAP IATCH LOCK OPTION - 1W0 POINT LOCKING INTO TRACK PER SEX 360.3.2 5/8' MIN. ENGAGEMENT (OPPOSITE SIDES OF (SEE LOCK OPTIONS) 24 GA. MIN. 0 -40 MN. GALV. STEEL (MN. VIEW STRENGTH: 28 K51. DRAWING QUALITY) WITH PRIMER AND BAKED- 10 POLYESTER 114 PAINTED TOP COAT SIDES OF STEEL. W (4) 1(1445/8' SHEET METAL SCREWS 0 0 _ / (4) 1/4'43/4' SELF TAPPING SCREWS 14 E 0 HINCS E__SeA.iNO 41 ta(S STOP WOWING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. 041V. STEEL END STILE 20 GA GALV. STEEL INTER. STILE 12 GA. GAIN. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16'41 -5/8' WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED O TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'45/8' DOLT & NUT r.$ TWO 1 /4" RIVETS. 14 GA GALV. STEEL END HINGE • - • • • • JAlIB GOYFtGURA. FASTENED TO END STILES W /(4) EACH • • / • • • • • • • • I /4:x3/4" SHEET ELF TAPPING SCREWS. (4) • •• ••• • • • • • • • A- 2' STEEL ROLLER. • SEG,IlOb..A =A '1 12 GA. GAIN. STEEL Tf» • ROLLER ^RACKET. EACH - BRACKET 411ACHED W /(4`J' )1445/8' SHEET METAL SCREWS. !-SHIP LAP JORR5. ,- 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) 1(1445/8" SHEET 3ETAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'420 GA GAIN. 5TEEL U -BAR. TWO 0 -13ARS PER SECTION. EXCEPT 3R11 SECTION WHICH HA5 ONE U -BAR. U -HAFTS MADE FROM 80 1151 STEEL. EACH 0 -13A9 ATTACHED W /(2) I /4'43 /4' SELF TAPPING SCREW PER STILE. "--13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) 11465/8" SHEET METAL SCREWS 15 GA. 1NT694<40ATE HINGE ALUMOIIIM EXTRUSION & +Arrrt WEATHERSTRIP INSTALLER MODEL RETAIL MODEL DESCRIPTION' 93. H93 83 74 GA STEEL SKIN; 18 GA. STEEL E 94. H94 84A 24 GA STEEL SKIN. 18 GA, PAINTED 51651 FNO STILES .- ALL DOOR MODELS ARE RAISED PANEL EMBOSS TILES V18 GA. CALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH 1(14x5/8' SHEET METAL scReNs. 7/18' PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION - /o.; • 8 • • • • • • ••• • UPPOR'R•G STRUCTUP&I. ELEMFF)�IR SHA#.Lfr DESIGNED • • A GISTER8P311110FESWINAL ENGIAEER•FOR $NO LOA05 • S 0N•TRAR DR•mir • • • • • •• • • ••• • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • 00 00• • • •• •• • 000 DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING Glapay Building Praducis Company 114E 246 VERTICAL 1101110 4Ap105 ARC TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO 114E HORIZONTAL (TOP) JAMB. ALL JAMB 445169ER5 MAY 06 (BUT NOT REQUIRED) COUNTERSUNK 10 PROVIDE A FLUSH MOUNTING SURFACE. 246 WOOD JAMB CAN BE ATIF_HOREO O GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE run WITH CONCRETE AND REINFORCED WITH CONTINUOUS 15 84R EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN 8E 1/4 "41 -3/4' EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM 301101.1 AND 16' 0.C„ rDB WITH 3/8'44" (3 -3/4" E18ED) RAWL 100 /8013 ANCHOR STARTING AT 140 MORE THAN 0' FROM BOTTOM AND 24" O.C. DESIGN U)•4U5: T42.0 P5F 4 -48.0 PSF_ P1.01 1-4 CLOPAY BUILDING PRODUCTS 001AP8NT 8585 DUKE BLVD. n 14/18/91 MASON, OH 48040 n. (533) 770 -4800 " WAY 44,14 my. 9'0'0 • 12'0"14 m' DOOR 1400615: 83, 848, 83, 94. 1493, 1194 101702 -24