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WS-10-119 O . NE Miami Shores Village "iii / Pot � , Wi ht � 10050 N.E. 2nd Avenue ' � ;, ork Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 r ft xcoRmp' � n Expiration: 8 /111201 .s Project Address Parcel Number Applicant 67 94 Street 1132060130570 MICHAE�BURK�ET Miami Shores, FL 33138- Block: Lot: Ow ner Inform Address Phone Cell MICHAEL BURKET �� 466 8 Street (415)595 -3910 (415)595 -3910 SAN FRANCISCO CA 94103 - Contractor(s) Phone Cell Phone Valuation: $ 4,905.00 NAD SPECIALTY CONTRACTORS (561)572 -2200 _. Total Sq Feet: 80 Type of Work: FRENCH DOOR For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $3.00 WS -1 -10 -36897 Education Surcharge $1.00 $124.00 $124.00 $0.00 Permit Fee $110.00 Scanning Fee $6.00 Check #: 3775 Technology Fee $4.00 Total: $124.00 Build"! Department Copy -A: March 01,` 2 RECENED Miami Shores Village .IAN 2 X010 f Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. j l� PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Muni, o urn Phone # Owner's Address 672 /y F- 9 y 5 fii �4 City Mi u,.,,' Skz�.,&_ State z_.. Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 6 ? N G '54 -t, S+: City Miami Shores Village County Miami -Dade Zip 33 FOLIO / PARCEL # ) I °— 3Z a Go 1 zLx�; — 7 U Is Building Historically Designated YES NO Contractor's Company Name C t„t,s.`}z� Phone # Contractor's Address 211 j„ City State Zip 33 �f 2c Qualifier Name st � f rs t Cu. Phone # State Certificate or Registration No. C&L 1 50 7 Certificate of Competency No. Q /3 1_ 5 ' 0 9 1 j Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ t 7 O.5 - 04 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: a. /t on ,.,,, t "� cs, c&k at f 1.v /'ft Sic>� 1,� 4 h 4_v i , Fee $ 45() - Permit Fee $ v CCF $ C /CC Notary $ Training/Education Fee $ �' 00 Technology Fee $ ( Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ i See Reverse 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, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the f inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect' will not be approved and a reinspection fee will be charged. Signature _ Signature t her or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this JS day of , 20 i1, by M n P% E. A �, day of Tern , 20 Jo , by Sc_? F5 , who is personally known to me or who has produced who ' ersonally known to or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P NOTARY PUBLIC: FRANCES B. TYLER Sign: •: :? �Y COMMISSION # DD 649624 11 Sign: ,• a,fiaa - Notary PublicUnderwrders � p Print: r'L Print: -5 L4-- /`' .vt MOS My Commission Expires: My Commission Expires: ' ";* MY COMMISSION # D0750339 * * *I4R S-1J9 av& y 21, 2012 (407) ' 99 " -0153 FloridallotaryService.com APPLICATION APPROVED BY: s %'fib / ��Q Plans Examiner Engineer Zoning (Revised 07/10/07) AG #?""rte - _ STATE$QF F!_QRtQA — As ME y -� ffTR` �i SNP S_DARI1_ I CENSg SEQ# L 0 8 b 7 23 0I 777 _ 023 7p 71 14 e 0 88A105 5 718 �Cx 5 Tlisde EX All,' TE k } wr y, fi pe'0�T1� , 1 . praio d h� _ i � ` " It ' ' t -a <•,�� -�?. "" m � > a���,: �. °fit -M t� zzz �, `} - „*atr'a” "r ^,"c.�l i»»"a� t �.- a�, ss \4 ' a a ^, r•. 4_ ! , TT�HAE r 2'.A �� ' 'QI v. { g�. ye�®Y � I! #` f + - } a ;\ , t a�Fs' (., titiTN` 2 ' -� .�° - m,, •;"tlg - -- _ '`- t. 13 a ' +°; }Z tl Iri a,ui ^I I t`: =I'- �6 <�: �t °c -^4 s•r '; a's aas x _ _ 1 ��t.!` m.,. ti ',;,:'•�:.. r I y:':� a I (/++{r 7^+ 1, _ r``- , . �• � 4,,,,�" _z_ �. ' �' .a„ w -, ,�"w •� , ;u . ,:'L �»•� �"�,�,t r ��.?... Q •� rev - ' S " o- ;� - .�, , - . ;* 11�L �*- �4 - - - °4a1• 1 X11:: b'?` "� ,'��...,.. E iM r1`;. H h °tom .r. as l i� 1, S ,rl .., i. �^ .r. - iv~�°*.... i�I. i:I\ a -yt '2. -jai a...., /°v^;.�•.::t< - - z 4 - ,. . ji3l, k,l, �',, q .y �J 1,:`aT I :.ill i, �'� �. ". "4`.__ a " � ' d •C _ �- �a� \ ✓;.I ' U,�,. �IY 1 1 1 1 f�� ', 1 ,1i� Sr. lli ' �„"�°.` �+aT. '- 3�. I � _e��„11 '°rn,i, ,,,,. } I;,., 7 - �� - �1//:#- _ -,,„- _ ., _�� � ,� ,.. „; , ,i. i. I I ,1,11 i " „I II'� �.__ � r-•w' �.._ _�,� �_ - ....'T.:_1�t44u �� �_ � „ � , f£;�y II IIII � � II �I � .. '��K �'�• .. y. EAR ...... ` S j ACOR�® DATE (MMIDD/YYYY) �, CERTIFIC OF LIABILITY INSURANCE NADSP 01/18/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Brown & Brown of Florida, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5900 N. Andrews Ave. #300 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 5727 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ft. Lauderdale FL 33310 -5727 Phone:954- 776 -2222 Fax:954- 776 -4446 INSURERS AFFORDING COVERAGE NAIC# INSURED North rican Development INSURER A: Amerisure Mutual Ins. Co.+ 23396 Inc. d/b a NAD Specialty Contractors, Les an Holdings, INSURER B: *tmeriaure insurance Company+ 19488 LLC 4 - F LLC NorU American Development Inc INSURER c 2115 Corpporate Drive INSURER D: Boynton Beach FL 33426 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EE 1r4bK AU LTR NSR TYPE OF INSURANCE POLICY NUMBER DATECMM /DD C DATE. MM P DIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,0 • X COMMERCIAL GENERAL LIABILITY GL2043251030009 03/01/09 03/01/10 PREMISES (Ea occurence ) $ 300, 000 CLAIMS MADE 120 OCCUR MED EXP (Any one person) $ 10 ,000 X Deductible $ PERSONAL & ADV INJURY $1,00 X Cont GENERAL AGGREGATE s2,0 00,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X JEo LOC Em Ben. 1,000,000 AUTOMOBILE LIABILITY • X ANY AUTO CA20438260301 03/01/09 03/01/10 C OMBIN ED (Ea aaccident) SINGLE LIMIT $ 1, 000,000 ccident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ 2,000,000 B X I OCCUR I—I CLAIMSMADE CU206421400 08/10/09 03/01/10 AGGREGATE s2,000,000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X TORY LIMITS ER AND EMPLOYERS' LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTI WC204325202 03/01/09 03/01/10 E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? L-1 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMISH DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Miami Shores Village 10050 NE 2nd Avenue REPRESENTATIVES. Miami Shores FL 33138 AUTHORIZE EPRESENTATIVE ACORD 25 (2009/01) ©1988 -20 ACO D CO APORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) M , 2004=4 9090 STATE'OF FLO'RI'DA OC- 032 PALM BEACH COUNTY CLASSIFICATION. LOCAL BUSINESS TAX RECEIPT EXPIRES: SEPTEMBER _ 30 - 201 NAD, PECI.ALT" G^NTRAC:T'O!R.S- LO "CATER. -AT. CNTY 27.~50 FIS.KE BARRY_xA NORTH AMERICAN DEV CORP 2.11'5 CORFOR ATE DR _.. _•.. BOYNT.O,N BEA`CW FL 3342 - - 66.56 _ T0'TAL 27 5Q w This receipt is hereby valid for the above address for the p THIS IS NOT A B1!LL _ DO f�l "OT FAY ' beginning ;on the.f[rst dayrtof'Ocfober and ending l,on the thirtieth aay of September to engage in -the business, profession or oecupafion of �ENER- U CONTRACTOR PAID PBC TAX COLLECTOR C00O3:7300' 27.50 B'TR 049 0172.6:822 08/03./20,0.9 ANNE M. GANN,ON THIS DOCUMENT IS VALID ONLY WHEN RECEiPTED 1 TAX COLLECTOR.-PALM BEACH COUNTY BY TAX COLLECTOR r 5� ( S7 2 Oao ► t�P 5 S NORES Miami hores illage Evil miles?" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ��OR1Dp' Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 - //1 Job Name 244 Page 1 of 1 Building Critique Sheet 00 le_�ti o. �a Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 10050 NE 2 nd Ave Miami Shores, A 3313 Phone 305 -795 -2204; Fax 305- 762 -5253 '0 t �' www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption * * * * * * * ** * ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * * * * * * * ** Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: c,:: ® 4 Business Address: 7 '� /'��y� chi ' 33�1Z 6 Business Telephone: f-al ' 2 -2--o Fax Number: (- s'72 Qualifier Name: SAMUEL RAMOS -* *= MY COMMISSION # DD750339 EXPIRES January 21, 2012 (407)398 -0153 Florida NotaryService.com Homeowner: Maria Coyne Folio : 11- 32060130570 67 NE 94th Street Miami, Florida 33138 Contractor: NAD Specialty Contractors 2115 Corporate Drive o Boynton Beach, Florida 33426 O (M II Job Description: { Replace one existing non - impact sliding glass door with an impact french door with sidelights. rA Y� REAR OF HOME -0 I Opening #1 t 144" x 80" NORTH OXXO Q WEST Q O C> EAST D SOUTH FRONT OF HOME Design Pressures (psf) Calculated Pressures (psf) 10peninglwidthl ht I item Glass Config + _ + _ 1 1 144" SO" I 101H Series Impact French Door with Sidelights 7/16 "(3/16" Ann -.090 PVB- 3/16" HS) OXXO 75 75 40.8 1 51.7 Professional LEMSSEID EALED NOTE James Bushouse, P.E. SEAL WIND CALL E 05 FORA Professional Engineer Z WIND LOAD O RE "C" ,Boca Raton, FL 33432 Buse, P.E. f G t= ° T (561) 417- 91 Fax: (561) 395 -8630 ■ Engineer #20311 FOR AN ENC R R SE @BELLSOUTH.NET State of Florida ���" Miami Shores Iliage • .APPROVED BY DATE ZONING DEPT • • • • • BLDG DEPT • SUBJECT TO COMPLIANCE WITH ALL FEDERAL ••• • • • • ••• • STATE AND COUNTY RULES AW) REC Ut_AT! N t PREPARED FOR: NAD $ftiagjC8:trmtorS - :115,'Go Drive - Boyton Beach, Florida 33426 - Office (561) 572 -2200 Fax (561) 572 -2201 - www.nadspecialtycontractors.com 000 * • MIAMI•L>yADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeo PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 (AHD). 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: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: I. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 occ ter Lief to or if there has been a revision or change in the materials, use, and/or manufacture of th r0 r p ' ces suse of this NOA as an endorsement of any product, for sales, advertising or any oth - pupa s s ' I au atically terminate this NOA. Failure to comply with any section of this NOA shall be ca for ion removal of NOA. ADVERTISEMENT: The NOA numtr,Preceded h Miami -Dade County, Florida, and followed by the expiration date may be displayed irk advertising htera ' C. y portion of the NOA is displayed, then it shall be done in its entirety. p INSPECTION: A copy of this entire "hall be prgvided he 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 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: Oc tahorlS 20 F Approval Date: Oct , age 1 JAN 2 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact', sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS I. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09125/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. shaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS A. 318" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEYJKEEPSAFE MAXIMUM PLUS (1) LITE OF 3N6" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16" HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) Lft OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES SEE TABLES 1 AND 2 ON SHEET 2. NOA DRAWING MAP A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. TOPIC SHEET 3. CONFIGURATIONS � O Nx XO, OX, XXO, � OXO, AND OXXO. GENERAL NOTES............ 1 4, ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL CONFIGURATIONS........... 1 SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE GLAZING DETAILS........... 1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES...... 2 6. SEALANT INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. ELEVATIONS .................... 3 VERT. SECTIONS. ............ 4 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSI/AF &PA NOS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. R S SECTIONS........... 5 PA 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH PARTS LIST ................... 6 VELOCITY HURRICANE ZONE (HVHZ). EXTRUSIONSS ................... 6.7 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION ANCHORAGE ................... 8 -10 . A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 30 30 EXTERIOR EXTERIOR 7 ` 112" GLASS BITE 72 1/2" GLASS BITE Approved as complying with the Florida finding Cede Nate G>:.4*lw /Q.7,pp NOA# d1_ O G�2 94 94 Miami Nude Product Control EXT. -1/8" ANNEALED OR EXT. - 3t16" ANNEALED OR p ' HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER DUPONT BUTACITE OR DUPONT BUTACITE OR — A SAFLEX/KEEPSAFE MAXIMUM SAFLEXtKEEPSAFE MAXIMUM INT. 3116" HEAT STRENGTHEND GLASS INT. - 3/16" HEAT STRENGTHEND GLASS 402 .465 L 3/8" LAMI NOM. 7/16" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 . V . * ; f` � tic ,,,, . , o OG ,. � NOTES AND GLAZING DETAILS Fx w1w a CL4FtFVEx7.OFGEASS OVEM t. ntraMESS,wo«ASSerrE NOXDl�s.FL3C � r ADDGLASSRINDO1. TOGWINGDETANAADDGYAUDEC. TW. t ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ro L CJmk, PE F.N. S14Ip7 A WM1 MA6a NESCWT. SAM hKM 9. RCL BOX 1529 anunai, arttn tandw . DAM NCKDW R I 34274 y j�, a.wwtivr a e a..e u wnw. rr�. PE 1139712 FJC 222/07 J.J. e4121A7 FV1o1 9x 1 a 10 1100.5-1 B Structural � I i i I TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: ® APPROVED CONFIGURATIONS. X, )X, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W1 SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) Al. GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 318 LAMI (118" A_090 PVB, 3116" HS) DOORS WITH GLASS TYPES A, B, C OR D B. 3 /8" LAMI (1/8" HS, .090 PVB 3116" HS) C. 7/16" LAMI (3116" A, .090 PVB, 3/16" HS) HEIGHT D. 7116" LAMI (3/16" HS, .090 PVB, 3/16 HS) X WIDTH XX WIDTH 6 314" 1 7 - 83 314" 87 3/4" 91 3/4" 1 8 - 95 314 0. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. 3° 371/2 6° 71 314" +75.01-75.01+75.01-75.0 +75.01-75.01+75.01-75.01+75.01-75.0 MAX. O X/X O WIDTH = 731/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. OXO WIDTH =109 1/2" MAX. XXOIOXX WIDTH = 107 314" 27 3/4" +75.0 -75.01+ -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX-OXXO WIDTH = 143 3/4" 361/8" +75.0 -75.01+75.01-75.0 +71.4 -71.4 +67.6 -67.6 f+63.1 -642 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 36 3/4" +75.0 5701 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 -63.1 FBC, CURRENT EDITION. NARROWER DOORS, MAY BE USED WHERE EGRESS IS NOT O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D REQUIRED BY CODE. 36 3/4" 1+75.01-75.0 -75.0 +75,0 -75.0 -7&0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY �5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO Ls EX. A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 30" WIDE x 90 HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, 8, C OR D DESIGN PRESSURE = +67.6 / -6T6 PSF HEIGHT EX. B FROM TABLE 1. X WIDTH XX WIDTH _ OXXO WITH GLASS TYPE A 6 - 79 3/4" 7 83 3/4" 87 3/4" 91 3/4" 8 - 95 3/4 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES 2 251/2" 4 47 3/4" +58.6 -58.6 +55.4 -55,4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE = +70.4 / -70.4 PSF 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48,8 -48.8 +46.1 -46.1 +43.8 -433 +41.6 - 41.6 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES 2 31 1/2" 5 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 -41.4 +39.3 -39.3 DESIGN PRESSURE = +416 / -43.6 PSF 2 33 1/2" 5 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 351/2" 67 3/4" +38,11-38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4 WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF Appl -0-d ds cu- " "'* tbo 3° 371/2" 60 7134' +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34,0 -34.0 +34.01 -34.0 IFlorida ling C 2W-/ SINGLE O WIDTH GLASS TYPES A, B , C OR D Q6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH 14400 REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE MLmi Dodo Pmdoet Controi SIDE LITE 103/4" +75.01-75.0 -75.0 +75.0 -75.0 -75.0 -75.0 CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT Div 123/4" +75.0 I -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 +75.0 -75.0 NAIL. 19" -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21314" -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 314" -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.6 42.6 36 1/8" -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34,4 36 314" -344 +34.0 -34.0 +34.0 -34.0 +34,0 -34,0 +34.0 -34.0+ / RBMVTAKEZ Pr*MMAWCA�vF�nr«a VEMON 1O�orEax+aac�rr I?ES/GNPRESSURES F.K &1407 a COAMW GLW TYPES & AMSRESMID NOTES 6 ADO NOTES S& LL NOFLOAIAS FL 39276 REMENOTE 1, 2 &a ADONOrArAwnTo TABLE IAND1. ALUM. FRENCH DOOR & SIDE LITES, 1MPACT Robert i. stark, P.E. F.K. W14107 A R®UCEA94X.�DEMNPRESBUREANDADAW ALL OPSFORrAB<E2 P.O. Box 1329 an n& W. ore Owdday. oue NOWAft FL 34274 v6y* Better a"` ae..e o~ p "` PE #39712 F!C 2 J- J- &21107 FW01 1X 2 s 10 1005 -1 B Structural 73112 "lMAX. MAX " MAX." SEE NOTE 3� — 3 "—� —SEE NOTE 3--� — I t 49 49 ,' 1 41 49 \ MAX 10 / EI' JE Ej i E Ef J E Ef J E \, / E[ J E X O O ; x O O X ACT. X rNACT. O SEE NOTE 4 OX OR XO SEE NOTE 4 — f OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 713/4" MAX. 36 3/4" MAX. � 371/2" 24 9116" MAX. 33 518" MAX. A M A -�-i DLO (TYP) DLO (TYP.) G B 95 3/4" s 49 MAX. 49 41 I G HT. \ P. i 95 314" i MAX. 84 318" + 0 j (TYP.) DLO ! //� MA C TYP. % DLO DOOR as rn• s ` i DLO HEIGHT =HEIGHT-11318"A DLO WIDTH 'X` = DOOR WIDTH -1215116* x 07 ! oCZp�t {TYP.b i J D Cl JC F� F DLO WIDTH 'XX' = DOOR WIDTHI2 -11 5116" Ul- # X XACT. X INACT, O SIDE LITE t 4l�a�'. SN DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -3118" A 41 B O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. r 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3W' WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXOI MO', 'OXX' AND 'OXXO' CONFIGURATIONS. f `' 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR W AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX DOOR = DOOR WIDTH/2 - 4.079} A..eey Gt« wwe.c M..smr 4 I 107D recMOrocrORne ELEVATIONS F WIM7 8 CORRECT VERTCU OLOANI FOROAAS NOX0463, FL 34275 TMm t K ADDOLOFORK"SFOiR DOORAN9SIDEUTE.ADDDOORDLOO ALUM. FRENCH DOOR $ SIDE LITES, IMPACT R �' F.K 89447 A t'DEWWYDEAD 8OLTAAV SPECWYXACT. AN Ir IMM P.D. Box IM9 Clam, P.E. G.n t�- tame Gtr. MOICWINB. ti.34?7� VW* Betas' strrme adc auwr awrwx. A- PE #39712 F.K 2VA77 J.J *.TM FD 1or NTS 3 - 10 11Q051 B struat,as 3 40 EXTERIOR INTERIOR 10 1 2 60 37 60 CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 63 i MAX. MAX. MAX. MAX. SIDE DLO DOOR DLO LITE 62 HEIGHT HEIGHT Nr - - � ApWovvd axc phing with the SL VIEW G — G plorida Heeding Cude Date Zod 7 CORNER ASSEMBLY MUAm;U*dcFr nude,-. 30 61 aY 12 OD 20O R 1.499 SECT. A A SL SECT. B -B VERTICAL VERTICAL r e, > tom TECHNOL P EXAMPLE ELEVATIONS FJC 91647 a NO CH0101F THIS S EET. NOKOWO 8.34276 Tom" RK #14W A WOWOOfALE liOUOWWADSECflONAFOOMER4SSEI MY P.C. �x Tffi9 ALUM, FRENCH DOOR & SIDE L/TES, IMPACT Robert on � lark, P.E. e ar bid. N CA.dau DeY: OXaXdA Ft 34274 Vwhly Bauer O.N.W. PE a� ea..e a rmea tar.. #36712 FK 2�7 J.J t 1,V7 Fo�o1 t!1X 4 d 10 11GF?5 -t B Struct 4 49 MAX.'XX WIDTH q- e MAX MAX. DLO 'XX' SECT. C -C DLO 31 35 36 34 44 HORIZ. 46 "455 32 MAX, X' WIDTH 20 • INTERIOR e MAX. 1 � DLO 'X' SECT. D -D 46 21 5 HORIZ. EXTERIOR SPACING, SAME AS � MAX. SL WIDTH 67 JAMB ANCHOR SPACING MAX, SL WIDTH — I (SEE SHEETS 7, 8 AND 9) Approved as canplyigg witfi tYe 62 Florida BuiJiug Cain bats C7G ! 2-o NOA# d — Miumi Dude Product Gmtrol D O 22 SEE TABLES 1 AND 2 AND D ; NOTES ON SHEETS 1 & 2 66 62 62 FOR APPLICABILITY SL SECT. E -E SL SECT. F -F ,� i � ,•-' ,,�� � HORIZ. (DOOR Wf SIDE LITE) HORIZ. (SINGLE SIDE LITE) ), f NwW6Y. Dwr Fwlpom: Desoyeere '( �Y � ,07V , fm VERTICAL SECTIONS F.K 8'13)07 8 NOC7 SAW7M3SMET. ACKOW, FL 3075 err Robert L. Fark. P.E. D.W ALUM. FRENCH DOOR &SIDE LITES, IMPACT FX &!4/07 A ADD MCOR WSIDELR E' T03ECTf0NE&8SNYGLEMELRE`7O SECT. F-F P.O. B=1529 uwr�rrt ide art Owwra.Ma. Rws Doww er Dar C+rvad Orr: NOKO&K FL W74 Visibly Ewer PE #39712 F.K. 2123)07 J.J. &21)07 F0101 1/2X 5 s 10 11(M>�1 B Structural ITEM DWG # I PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 9200 6920D SIDELITE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 9168 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #6 X 1.DO0 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 ISILL GASKETS (STOCKING #70999) 7 7832X12FPXP #832 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712663K SE711ING BLOCK, 3132" X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16"X 1/2" X 1" W /PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 1988 16988 BEAD, 3/8" 13 11004A 1611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 164986 IBEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 16TP247 IBULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 118" A, .90 PVB, 3116" HS 20 915D 60380 FRAME JAMB (OUTSWING) 96 GLASS, 318" LAMI -1/8" HS, .90 PVB, 3/16" HS 21 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, V16" HS 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 -T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 102 11006A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF I DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS ' 504- 1 34 913A 60378M TRUSS CLAMP ri 360 35 1130 67RODA 5/16 -18 THREADED ROD .055 - -f -7 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH. FL. TEK 3 CHANNEL COVER 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 6063 -T6 40 1023 679246 WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P L) 30GG SILL DUST PLUG (INACTIVE PN 61ada n`c niH the 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) Uy'r �7 g, F- - 45 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) MiMi 2.750 --;-I Produce CoatrW I-�- 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) d8 1139 7634F #6 X.750 PH. FL. SMS 1.000 49 1982 JFD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 650- ►{ 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL 53 1118 710X34PFA #10 X.750 PH FL. SMS 6063 -T5 54 957 70957X HANDLE STRIKE PLATE f 55 1118 710X34PFA #1D X.750 PH FL. SMS waver• mac w.ams i 1� Dow 1070TECHIV0100YDarvE PARTS LIST Fx wmw s NO CHAN NO1C f' ALUM. FRENCH DOUR & S/DE L1TES, IMPACT RocL C, ®, P.E. R"kft F.K 8%4w A Awnrm fOSDEADOWAND I MASPANEL ONLY"TOREM41. P.O. Am ism saic ar.t �.q�b. Aw: PE tC lark, 6; arc cn.~ mac NOXOMI3, FL SC74 Visibly Bever a 1U 110D£�1 � S #3971 F.K. 212W7 J.J. Bl21A7 FD101 1/i?JC 6 I 1.750 1.750 1.750 1.750 �- +1.480 1 .050 1.624 .250 4.726 WEATHER 4.626 4.726 4.726 37 STRIP CHANNEL 4.000 .062 4.100 .062 4.100 .062 4.675 062 3.000 .050 6063 -T5 4.675 0.375 4.100 L DOOR FRAME, 2.125 A25 20 JAMB 6063 -T6 DOOR PANEL BOOR PANEL -- TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063 -T5 6063 -T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE 6063 -T5 6063 -T5 32 6063 -T5 -- � 1.500 1.578 � 655 3.111 1 .1251 J -"'_.558 - t -.525 ~� .890 [ i 750 .683 .050 .683 .050 550 1. 050 1� T-- 050 FILLER HEAD ADAPTER 3t} TRUSS CLAMP 73 318" GLAZING BEAD 72 7116" GLAZING BEAD 3 6063 -T6 1 Q 6063 -T5 6063 -T5 6063 -T5 -- 3.100 3.000 � i 1 60 79 62 JAMB 6063•T6 1.272 1.4f79 115 j -�{ .830 +- 05a +++- 5.459 .075 5.212 I I Approved ys rnmpi ink wild the iarwit Buijin Cute 6.085 ))yte oGT FRAME HEAD .1 �� -ems 9 _Ln 6063 -T6 .075 4.586 Miami t)adr prodott ontrot 2.980 .050 .750 079 1.489 .050 .489 �-+-- 3.100 T 3.000 --+-' SL JAMB n¢ OUTSWING THRESHOLD SL HEADER SL SILL Bf7 ADAPTER 11 6063 -T6 60 6063 -T6 61 6063 -T6 6063-T6 � L o caw r+n wax 107VTECHNOLOp EXTRUSION PROFILES FJC 3'1&07 B NO CHANGE 7HASHEET. AMOUS, FL 34275 F)c en4m7 a A� ro rrouso s Goss eEn 0&+, ro 1rE3us 30 ar, a, 45 s2 P a eox 1529 P T ALUM. FRENCH DOOR & SIDE LITES, IMPACT Clark P E ,Gwnw own: Cau: NQKOMlB, FL 3427A Visibly Bet tar s rsrmo sots aargna PE #139712 F.K 2CM7 J.J. 8/Z1f0T FD10t 1 /Z1C 7 a 10 1100�ri B structural �ZO E HEAD HEAD C "- �ZO E"D "_ZON "_ ZO E HEAD HEAD HEAD E" ZO E"D "�ZO E E "� RAGE EXAM PLE ' ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 314" SIDE LITES "B" AND a ' ¢ ¢ <C m m ¢ m "E" ZONE ANCHORS FROM w w w w w w z X z z XX z z O z z XO OR OX z O — O O N N N O PLUS; m m in m m in m m 2 2 ) 2 Q a Q a ¢ a B. 71 314" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. ` SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: SILL SILL SILL SILL SILL L SILL TOTALS (4) TYPE 1 OR 2 ANCHORS ZONE "C" ZONE "D" ZONE "D" ZONE "E" ZONE "D" ZONE "E" EACH JAMB AND 2+5 +5 +2 = (14) SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT, 9 TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. HEAD HEAD HEAD _ HEAD HEAD HEAD HEAD HEAD HEAD HEAD ZONE ZONE "F"� EN ZONE " D " ZONE "F" Z ENE f Z ZONE "F' ZONE "F"Z ENE 7 m � o MID o o XXO OR OXX a o OXXO o N N N N N N m m m m m m a Q a a a � � i � i Appw�u. as. cu' +,;:'.•aa »t�h ll�e Florida i➢aidtng C1 e Date Gal .N3A# O7 _ Z 25'. 7- SILL 4 SILL 44 SILL 4 SILL I SILL } M"' °' Dade f ro doe ` " . t "" t ZONE -ZONE " — t-ZONE4 ZONE D "ZONE "F"� }-ZONE-} — ZONE "F"'ZONE — � -ZONE E" _SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 E "E" SEE TABLE 7., SHT. 9 A ' 1 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 314 "H UNIT NOTES: 71314 "W 'XX' DOOR WITH 19 SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 114" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL) 13114" MAX. FROM CORNERS AND 23 118" MAX. O.C. HEAD & SILL OF DOORS 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.G. HEAD & SILL OF SIDE LITES 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. f / ¢ 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. v�� ; re.oaner. orr: FM�ne o.."Y+ae // ,ry rawer P'01" Mw Arm ro7oTEC►waoOrDRrvs ANCHORA GE, CONFIGURATIONS FK 9%8x97 9 NO CMNGE THM SHEET, ACKOMS, FL 34273 TN. cruMWW0R'oxANCH0 Z0WFl!aWVT0V* Ann.wrWRTYPES —_ ALUM. FRENCH DOOR & SIDE LITES, IMPACT _ Ro L. Clark, P.E. FK A NIA07 M 1529 _ ma 01 2 TOSOLUTY cry MCKMW. FL 34274 Vbi* &M, 1VTS 8 10 1100x1 B E #3971 FJG 2/12rD7 J.J. d 107 �I TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7, OXO XXO. OXX APPROVED ANCHOR TYPES (ALSO X DOOR OF XO & OX) & OXXO - 1. 114" ELCO TAPCONS GLASS TYPES A, B, C, D GLASS TYPES A, B, C. D GLASS TYPES A. B, C, D GLASS TYPES A, B, C, D GLASS TYPES A, S, C, D ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2. 114" ELCO SS4 CRETE -FLEX & SUBSTRATE 2,3, WOOD 1,2, GONG & SUBSTRATE 2.3, WOOD 1,2. GONG g SUBSTRATE $3, WOOD 1,2, CONC & SUBSTRATE 2.3, WOOD 1.2 CONC & SUBSTRATE 2,3, WOOD 1,2, GONG MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WK)T1 S LOAD ZONES DOOR WIDTHS LOAD ZONES "XI - 25. "?CC' - 47.75 y � ! "C"- 10.75 "X'- 25. "X'- 25.5 I 3. #12 SCREWS (G5) TO 37.50 TO 71.75 ? TO 36.75 TO 37.5 TO 37.50 k ; 4 m LL 4. ENCIRCLED ANCHOR { U lu. W V 4. W �• W W I W 2 W : 3 QUANTITIES IN TABLES 4 -� ..� J J J "XX" - 47.75 J w m f��m= � �m ¢` m d�mjJ;= J J io o n, o AND 7 PERTAIN TO THE ¢ rn I� a m a * a• a m @ m m O rn i u� a m n m< TO 71.75 m a ;n 4 m 8 t° - m o o jOa F g$ a= n 'o m m i (m m o a m m l o w = < m i5 w EXAMPLE ANCHORAGE a ¢ ; a ¢ ; ¢ !w 3 ug 3 ¢ `3 w g g a < a� g i w SOLUTION ON SHEET 8. x tx w a , x x wm �G� jx x W -, x x s 7 LITE - x x 7 7 x x 7 L� ¢ i x x� WIDTH x HT. x WIDTH x HT. X �t a x K x a X Wp'j}{ x M'• O O O O WIDTH x HT• O O x x 0 0 x x WIDTH x O O X O O >i 25,50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 j 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 F 4 2 10.75 x 19.7 4 2 4 2 83.75 51 2 7 14 2 3 1 83.75 5 4 7 14 2 3 83.75 4 1 1 4 1 83.75 4 E 2! G 4 2 ❑ 83.75 4 2 4 2 87.75 5 2 1 4 2 3 67.75 5 1 4 7 d 2 3 87.75 4 1 4 1 87.7 4 2 d 2' 87.7 4 2 0 4 2 91.75 5 2 7 4; 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 0O 4 2 0 91.75 4 2 3 4 2 3 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 121 x d 2 95.75 4 2 0 4 1 2 27.50 x 79.75 51 21 7 4 2 1 3 1 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 1 4 2 12.75 x 79.75 4 2 0 4 2! O 12.75 x 79.75 4 2 0 4 2 10 83.75 5121 7 4 2 1 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 e 4 21 4 83.T5 4 2 uj 4 2 J 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.7 4 2 4 2 87.75 4 2 4 2 1 Q 87.7 4 2 CO 4 2 a 91.75 612 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 F 4 2 1 4 91.7 4 2 4 2$2 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.7 4 2 4 2 95.75 4 2 4 2' 95.7 4 2 a 4 2 a 29.50 x 79.75 5 21 8 1 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.75 4 3 4 2 19.00 x 79.7 4 3 LL 4 2 83.75 5 W84 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 to 4 2 y 83.7 4 3 0 4 2 0 87.7 6 87.75 5 4 7 4 2 3 87.7 4 2 4 2 87.75 4 3 4 2 E 87.7 4 3 Q 4 2 212 91.75 6 i 91.75 6 4 7 4 3 5 91.7 4 2 4 2 91.75 4 3 z 4 2 z 91.7 4 3 4. 95.75 6 95.75 6 4 8 4 3 5 95.75 4 2 4 2 9675 4 3 4 2 95.75 4 3 0 4 2 10 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 31 p 4 2 0 21.75 x 79.75 4 3 4 2 iu 83.7 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.7 4 2 4 2 83.75 4 3 W 4 2 83.75 4 3 0 4 2 0 87.7 6 2 8 4 2 q215 87.75 6 5 8 4 3 5 87.7 4 2 4 2 87.75 4 3 m 4 2 87.7 4 3 4 4 2 91.75 6 2 8 4 91.75 6 S 8 4 3 1 5 91.7 5 2 4 2 91.757 3 4 2 3 91.7 5 3 Q 4 2 95.75 7 2 10 4 95.75 6 5 8 4 3 5 95.7 5 1 2 4 2 95.75 5 3 +u 4 2 ut 95.76 5 3 vi 4 2 vi 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.7 5 5 8 4 2 3 27.75 x 79.7 5 2 4 2 27.75 x 79.75 5 3 5 4 2 y 27.75 x 79.75 5 3 m 4 i 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 t 2 83.75 5 3 1 a 4 2 o 83.7 5 3 x 4 2 0 87.7 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.7 5 2 87.75 5 3 Q 4 2 4 87.7 5 3 4 2 �I as a mplying with thr $torida iiriJ� + C 91.7 7 1014 3 5 91.7 6 5 8 4 3 5 91.7 6 2 91.75 6 3 "� 4 3 91.7 6 3 11"t e- 4 3 "X# 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 85.7 6 2 95.7 6 3 pp 4 3 p 95.75 6 3 to 4 3 Lu Miami Owk Prodaet 35.50 x 79.75 6 1 3 8 4 3 5 67.75 x 79.7 6 5 8 4 3 5 36.13 x 79.7 6 3 36.13 x 79.75 6 4 F 4 3 I 36.13 x 79,75 6 4 4 3� Hy l S4a 83.7 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.7 6 3 83.75 6 4 a 4 3 o m 83.75 6 4 z 4 3 Z -� -`- - •J` 87.7 6! 3 8 4 3 5 87.7 6 5 8 4 3 5 87.7 7 3 4 3 87.75 7 5 LL 4 3 19 87,75 7 5 4, 3 91.7 7 1 3 10 4 3 5 91.75 7 6 10 4 3 5 91.7 7 3 4 3 91.75 7 5 0 4 3 0 91.75 7 5 4 3 95.78 7 3 10 4 3 5 95.75 7 6 1Q 4 3 5 95.7 7 3 4 3 95.75 7 5 V 4 3 v 95.75 7 5= 4 3= 37.50 x 79.75 6 3 8 4 3 1 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 3615 x 79.75 6 4 j < 4 3 C 36.75 x 79.7 6 4 Z 4 3 Z 83.7 6 3 8 4 3 5 83J, 6 5 9 4 3 5 83.7 6 3 4 3 83.75 6 4' m 4 3 m 83.75 6 4 4 3 W 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 8717 7 3 4 3 87.7 7 5 j a 7T 0 87.75 7 5 4 3 1 91.75 7i3 10 4 3 5 91.7 7 6 10 4 3 5 91.7 7 3 4 3 91.7 7 5i 4 3 w 91.75 7 5 4 3 95.75 7 j 3 10 4 3 5 95.7 7 6 10 4 3 5 95.7 7 3 4 3 95.75 7 5, 4 3 95.7 7 5 4 3 I rr•' o f F6;w 1 A 1070TE LOOYARIYE ANCHOR QUAW17"Y LOAD ZONE TABLES F.K wtac7 a MO CHAWSETTY , AKWQ% F1 3eris P - r - �""• �t%711 AM iLSOCISE v cxaivca rAazea riEwaa� ALUM. FRENCH DOOR 8 S1DE LlTES, IMPACT _ Robe L. Clark, P.E. F.K 114w 'O• A TO VAAm COLLOW Rr�/Cfi AW W TO AHCAMr&✓: 3 P.O. BOX Im 0. W Dab oar AIOKOW FL 31274 Tw61y Better a NA 9 d 10 110Q5 -1 B AE 7 ,� FJC 21=7 JJ. Lf,Y1107 1 3/4" 1 3/4" MIN. E 2X WOOD 1 314* 1 314" 2X WOOD 3.4 KSI MIN. CONC. F lb. BUCK, NOTE 2 3.4 KSI MIN. CONIC MIN E .D. � MI BUCK, NOTE 2 IX WOOD SUCK, NOTE 2 I 318"TYPE I 1318" TYPE 1 1X WOOD 1 3/4" TYPE 2 1 3W TYPE 2 BUCK, NOTE 2 13/8" 1 318" MIN. MIN. 114" MAX. - 1 114' MAX. SHIM 1/4"MAX 1/4"MAX. i SHIM WOOD EXT. SHIM SHIM CONC. ANCHOR CONC. EXT. WOOD EXT. EXT. TYPE 2 OR 3, ANCHOR, ANCHOR - ANCHOR NOTE NOTE TYPE 2 OR 3, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) NOTE DOOR HEAD WOOD) DOORHEAD(CONC) 13/8 TYPE I (CONC) 1 3/8* 1 3/4 - TYPE 2 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1/4" MAX. SHIM MIN. 1 14 MAX. __.4 __1 1 1/4 TYPE 1 OR 2 (CMU) SHIM V4' MAX. SHIM 1/4" MAX. SHIM _T I 31W TYPE 1 (CONC) -1 3/4"MIN� EZ. T 1 314" TYPE 2 (CONC) WOOD CONC. 1 1 3/4" ANCHOR ANCHOR, & MIN. E.D. OF 'n"v ON CONC rr NOTE STAGGERED ANCHOR 1.5 KSI MIN. CM ON CENTERS, �_WOOD CM OR 3A KSI MIN. CONC. TYPE STAGGERED 31-C'MIN. E.D. Ai 0 ANCHOR, 3, CENTERS, 2 OR MIN. E.D. TYPE 1 3/4' NOTE NOTE 2 OR 3, 2 X WOOD EXT. ix WOOD BUCK, 2X WOOD EXT • NOTE E l tl =5K�I MIN, CMU OR BUCK, NOTE 2 NOTE2 3.4 KSI MIN. CONC. BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 EXT_ DOOR JAMB (WOOD), DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) — WOOD ANCHOR TYPE 2 CONC. ANCHOR, — WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. 3, NOTE 1 IXWOOO NOTE 1 X EXT. NOTE 3 EXT. BUCK, NOTE 2 EXT. 114" MA /4 SHIM "MAX. 1/4"MAX TN_ LOR 1, - -_ 70] FAv -77 SHIM 9 "",/ SHI MAX. Fa� M fi.Fk 4: 'i 1 318 TYPE I 13/8" MIN. 13/8" MIN, -7, 1 314" TYPE 2 318 TYPE 1 3.4 KSI MIN. 1 314" TYPE 2 1 3/4�' 3.4 KSI MIN. CONC. CONC. Florida 94iJiag Cud. 2X WOOD BUCK, NOTE 2 IN, E.D. 2X WOOD BUCK, NOTE 2 13/4 DOOR SILL (WOOD) DOOR SILL (CONC) Mim MIN. E.D NOA# SIDE LITE SILL (WOOD) mi Dw& Product Control SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 1 318' MIN. (TYPE 1) OR IA' SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314 FOR WOOD INSTALLATIONS USE #1 2 SCREWS, G5 (TYPE 3) OR ELCO 114 SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2). 2. WOOD SUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112* THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDIC 1%, 8F DANK B 75� Awwam 1070 TECHIVOLOGY DR&F ANCHORAGE DETAILS Pit WSW 9 NO CHANGE TfW SHEET. NOKOW FL 34275 - SPEC TYPE I & 2 SWOM ON 00141C, MAAS. SPErL TYPE 2 40 ON WOW 1 7 FRENCH DOOR & SIDE LITES, IMPACT 74 WW C3!6= ;Lum. WL. rk, RE, Pit VIA07 A DETAKS. ADD ANCHOR TYPES TO NOTE 1. ROL BOX lag PE #39712 FK NOAS, FL S974 FD101 10 11005-1 1 Gw_ 8 r_ DO. ChdWgV, OW. KOS Visibly Setter 22W7 J.J. 6W21107 HI 10 B Sb=tural f Illff # 1111111111 flfll 11111 #f111 #If1! ff11 #111 FIii 2 01OR0139191 NOTICE OF COMMENCEMENT 0. 8k 27199 is 2256; QP0 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 03/02/2010 12".25-31 HARVEY RUVIPIr CLERK OF COURT MIAMI -DADE COUHTYr FLORIDA PERMIT NO. TAX FOLIO NO. 1l -3ZO C o ii = 7 0 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 AM 6 a w nd street / address: 7 L"�aGmi .ShclrY.. .:aCE ' I t]a to -?a JL� 4_2 __i­ Z I S/jy - i - / 2. Description of improvement: ! 6 // �! _Llv[3 e ng.. A01'1 — r C - ^�-ei, c k, f �lsi� Gv i i Si�.�cs2,. � _6 411 i.-.� 2i CT 3. Owner(s) name and address: 5heXnPl Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: STATE OF FLORIDA, COUNTY OF DADE cou Amount of bond $ I NE �� 4 � aam: � 6. Lender's name and address: a `" +o+�FAR °�°( A 0 20 _ PW Al 010MRA aft w rob we flMdat 7. Persons within the state of Florida designated by Own is s r r d unfits ed 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 Lienor'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 specified) Signatdre Ow Print Owner's Name i +�! t� \ � repared by Sworn to and subscribed before me this °� / dayz N 1 20 �•i;::'.ry'•. .TYLER Address: C 7 y Notary Public: Public: SION #DD 649624 a Print Notary's Name: `.. p" ,2 1 ('ZI My commission expire ' ~� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137756 Permit Number: WS - 1 , 10 -119 Scheduled Inspection Date: March 15, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Building Owner: BURKET, MICHAEL Work Classification: Door Replacement Job Address: 67 NE 94 Street Miami Shores, FL 33138- Phone Number (415)595 -3910 Parcel Number 1132060130570 Project: <NONE> Contractor: NAD SPECIALTY CONTRACTORS Phone: (561)572 -2200 Building Department Comments Inspector Comments Passed �i Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2010 For Inspections please call: (305)762 -4949 Page 22 of 29