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WS-13-2114 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-199377 Permit Number: WS-9-13-2114 Scheduled Inspection Date: December 23,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROMNEY,JENNY Work Classification: Door Replacement Job Address:863 NE 99 Street Miami Shores, FL Phone Number Parcel Number 1132060340140 Project: <NONE> Contractor: O B CONTRACTOR INC Phone: (786)586-6950 Building Department Comments REPLACING 2 EXISTING FRENCH DOOR WITH IMPACT I Passed Comments INNSPECSPEC TOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 23,2013 For Inspections please call: (305)762-4949 Page 9 of 39 Miami Shores Village Buildin g Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �Ep 2 Tel: (305)795.2204 Fax:(305)756.8972 �Y< {® INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.WS 13 - Permit Type: BUILDING ROOFING JOB ADDRESS: P6 3 U E q -q s T City: Miami Shores County: Miami Dade Zip: 33`3 P Folio/Parcel#: d - 3 z o6 _ ®3 y- o/ V o Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): ��✓��Y 641'c r A odt 4£� Phone#: Address: City: P I'l H State: f Zip.- Tenant/Lessee Name: Phone#: 3 6 T-- q Email: ���y�zlhe�£ �!�-1,/( L• Ln CONTRACTOR:Company Name: 43 cc/-,�i rL A-C/--0A J Phone#: -7tt _ C. 9,T 0 Address: T N LO v L City: A-( i/J f -State: �� Zip: 3 Qualifier Name: Z-11 LAA d C CLAD Phone#: 74 ° '(9 5' -O State Certification or Registration#: <f C- 46-1--/Q Y's- Certificate of Competency#: Contact Phone#: 7 16- 516-E 9Td Email Address: d/j Coc���+cTUa� 6•�1�/ L C�L' DESIGNER:Architect/Engineer: Phone#: .. *de--of Work for this Permit: 3 6 Square/Linear Fo tage of Work: Type of Work: ❑Addition DAl ❑New Repair/Replace ODemolition Description of Work: �<100f `�£ c L �t S r t� tf Color thru tile: °' � �crJ 6 r j Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ q.00 Radon Fee$ DBPR$ a Bond$ Notary$ Training/Education Fee$ Technology Fee Double Fee$ Structural Review$ TOTAL FEE NOW DUE . 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein`spection fee will be charged. 7 r Signature _ Signature ` Owner or Agent ontractor The fore oing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this day of �U 20 �� ,by J_z n n Y c)n� day of ,20 e 3,by who is personally known to me or who has produced a,' who's personally known to me or who has produced 1S L :�-K As identification and who did take an oath. <Ie-t-,'� as identification and who did take an oath. NOTARY PUBLIC: NOTARY P LIC: /4 Sign: Sign ry u a Q Print: Print: . Andrea Felizardo or 1 RAFAEI.ARANA Expires 03/15/2014 My Commission Expires: 4:: = MY COMMISSION#FF014464 My Commission x EXPIRES:May 5,2D17 OWed Thm Nfty POW W*rvdm APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Ll SEP 1 2013 Jenny Romney 863 NE 99 St Miami Shores F1 33138 TY Bedroom COPY [--11 ee"avc 144#04 Cr 0009 'Loundry 4 52" ----------- O Diningroom Bedroom Kitchen PERMIT #: Miami Shores Village j APPROVED ZONING DEPT Ss'hG DEPT 6 BLDG ! Closet F00 OR S CCIVYIP N TO ALL STATE ANL)CGUNly AULL=S AND REGULATIONS -2110 Master Bedroom eta w Bedroom MIAMI. M]A H DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 9=) 11905 SNY 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -w-w-wvd amlaade.e0y/eeonomx Sunshine Windows Manufacturing,Inc. 1745 W.33"'Place Hialeah,FL 33412 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or 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'n001"810"Outswing Aluminum French Door-L.M.I. APPROVAL DOCUMENT:Drawing No.FD08-01,titled-Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 1 through 4 of 4, dated 04/02/08, with revision 1 dated 05/21/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent Iabel with the manufacturees name or logo, city, state, modellseries, 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 renews NOA#12-0320.04 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 Manuel Perez,P.E. NOA No.13-0416.16 A t ova Cotxutr Expiration Date: May 080 2014 i Approval Date: May 09,2013 T611i �� Page 1 Sunshine WWindow�s Manu__f y.Inc. NOTICE OE ACCEPTANCE: EVIDENCE SUBMITTED e A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under prevlons NOA No. 02-1104.03) 2. Drawing No.FD08-01,titled"Series 2001 Aluminum French Door-Impact Resistant Glass", sheets 1 through 4 of 4, dated 04/02/08, with revision 01 dated 05/21/12, prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. (Submided under preWous NOA#12-0320.04) B. TESTS I. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test, Side-Hinged Door Systems, per FBC 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked up drawings and installation diagram of an aluminum swinging Giros Door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL--3399, dated 08/16102, and addendum letter dated 04/24/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, dated 03/31/08,signed,sealed and prepared by Francisco Hernandez,P.E. (Submined underprevious NOA No. 10-0322.11) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company(NIA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21116. Manuel P .E. Product Control Examuner NOA No.13-0416.16 Expiration Date: May 08,2014 Approval Date: May 09,2013 E-1 Sunshine Windows Manufacturing.Inc. NOTICE OF ACCEPTANCE: EVIDENCE StNIITTE TED _ F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. (SubvskVed underprevious NOA No. 12-0320.04) 2. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No.FTL-33",dated 08/16!02,signed and sealed Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1104.03) 3. Testing agreement letter, dated 03/28/13 between Fenestration Testing Laboratory (FTL) and Miami'Wall Systems,issued by FTL and signed by Manny Sanchez,Chief Executive Officer. 4. Letter from manufacturer,dated 4/8112,requesting a 1-year extension to allow time to perform verification test,signed by Noel Martinez,Assistant der. G. OTHERS I. Notice of Acceptance No. 12-0320.04, issued to Sunshine Windows Manufacturing, Inc. for their Series"2001 French" 8—Ft. Outswing Aluminum Glazed Door—L.M.I., approved on 06/14/12 and expiring on 05/08/13. 2. One year approval, subjected to successfhl verification test,the final approval will be issued for the balance of the remaining 4 years,of a total of 5 years. Manuef PereS Product Control E mi r NOA No.13104 16 Expiration Date: May 0 ,2014 E-2 Approval Date: May 09,2013 WIDTH AT HEAD (NOMINAL) ANCHORS POS. (NOMINAL) AND PER JAMB- - •n AT SILL 3'_0" 4 . ►_0„ 70.0 26 26 i • 2._6" 3 70.0 MAX DMAIT MAX. DAYUMIT' 3'-0" •4 6#-8" 7 70.0 2►-6" 3 70.0 8 C GRP(fl<IiAL NOTESt I.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2.M SHUTTERS ARE .NOT REQUIRED. 3.— FOR NUMBER OF EIS RS FOR EACH DOOR UNIT 12 $ E TO DESIGN PRESS 12 4.— FOR ATTACHMENT INfO CONCRETE 0R WI1 �$ PLATES A }}1/�4" DRAM. ULT b1' �'[q.C}O IM1 iH 11/4 MIN. I REV. FORO A�ANDC 2 BY OR 0 EN STR�TU 1 4" DIAM. ULTRACON BY ELCO WITH 1 1/20 MIN. IRO WOOD AND 1" MIN. EDGE DISTANCE. 1$ 18 FOR ATTACHMENT INTO METAL USE 114H DIAM. ORA SHEET METAL SCREWS WITH I MIN. Eppgg� aiSTANG b.-� CONCRETE STRENGTH f►a-3,200 pat MII+f., CMU PEf FILLED CMU fniv=2,000 psi MIN. 6.— USE NON SHRINK NON METALLIC GROUT 3 KSI MIN *- 7.— WOOD HOST STRUCTURE SHALL, BE "SOUTHERN YEL G= 0.$5 OR GREATER DENSITY. S.— TIME THICKNESS OF THE STN ALUMINUM HOST ST `w SHALL. BE NO LESS THAN 1/8 ALUMINUM SHALL BE 6063—T6. STEEL SHALL BE F $0 8.-» WOOD BUCKS (BY OTHERS SHALL BE PROPERLY i TRANSFER GLAXING SYSTEM LOADS TO THE STRUCT SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR INSTALLATION. 10.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS Ion 5" BE PROTECTED (BY OTHERS) AS SPECIFIED IN SI;C t . MAX, OF THE 2010 FBC. 72" W. 11 EGRESS REQUIIRREMEN S PER 2010 FLORIDA BU1LDIE 12.— COLONIAL MUNTiNS CAN BE APPLIED. itQtiUCTitF�VI;W�D 13.x- SEALANT AROUND PERIMETER OF DEAD BOLT, HANt es complying with the D PLATES, FLUSH BOLTS, FRAME,.PANEL, ETC. LEV1�tT`It�NS a . Imo. (21OCAxR CONSIST s°iE �n+s. Expl atloa DI~sit M,YI�im P FLUSH RUM. PRODUCrIlmsm TOTAL OF 4 (2 AT ACTIVE LEAP AND 2 AT INACTIVE LEAF AT HEAD pa1l� j.� �• 0 AND AT SILL OR EACH). VV 4, sTU • 4 � 17 � •a, i0 i0 ' 3 3 i3 Ogi c 1 RM MY OR 20Y WOOD sm By own SHALL Ala.{#AZ�+[O am Chit! �Id. LOADS FOR ALL �t10O } S 90 5 i t OF4. SIR SPAI WE EIasVATlOtiS ON SST i OF 4 (x''j,���(;��TAIL A40 OF APlt2lORS MOON DOOR iINfT Si"t RM WN P EES CWT ON SHEET i OF 4 00 SMCM SEE NOTE # 4 ON Std[ 1 OF 4. 11 12 1. FOR ODOR MM) 4 - 0.080" SAFi.EX--KEEPSAFE BY 8OLtaM • as • '' i f8" HEAT fi 1 1 U 5 a. STREaiQflfEi*o sT .9v Pt + ., �.'•• 17f "�QLASS SITE �• SILK DCM PEC t . o w HORIZONTAL SECTIONS IMUCTRr.N91YGiy rxot�u�rtu�rt� "complying"Ith the north 'takfingCode w egmpayinvitittiePaotida AccFptnuoeAta OWlngCodg_tr�,r •� °" �-I - •r 2 --39 4 FRENCH DOOR TOP AND BOTTOM RAIL P 6083- ( % • .. 3 SW--36 4 FRENCH DOOR VERTICAL STILE 6{183. 4 SW-37 2 = FRENCH DOOR JAMB 11085- S SW-40$28 t4"} 1 PER ANCHOR FIAT Fill. COVER s 6 SW-40 1 FRENCH DOOR SILL.(MILL FINISH) 8083- 7 SW-47 1 FRENOH DOOR ADAPTER 6063- 8 SW--3332 AS REWIS FIN PILE WEAT149R STMp (iiYNIL BULB) POLYPR{ -7\ 9 SW-57 3 PER LEAF 8" BUTT NNOE 6063 g 10 SILICONE AS RI WD DOW CORNING 998/PECORA 898 s1uCt 1 11 SW-Lt 9 LOOK (LATCH) ME1•I 12 SW-L2 1 YALE NEW TRADITIONS' 800 SERIES DEAD SOLT METI LOOK. KEY OPCOATED ON TWE EXTERIOR AND. THUMB 'TURN ON THE INTERIOR 13 SW Fe 2 PER LEAF SERIES 2$10 CONCEALED FLUSH BOLT BY RECENT MED 14 SCREWS i u AS,R�A p � 10 X 1 SM: 18 SCREWS ASR 01 # I d-X 1 'i/2 SMi ---•----fINPkCT MASS: SEE OMSS MOTE ON MEET I OF 4 MO CLAM i 6 SW--30 • I TIM9. A9—R D APPLIED PERIMETER TRIM 6063• ON 2 OF 4. 17 SCREWS AS--RF.WD # 8 X 1/2" SbM 18�JCOHE STRUCT{lRAL SW—H 1 SURFACE MOUNT HANDLE METJ DOW Comm 899 } OR slum s � .- - -0 --it tt� a 5.00' 4.Od" 4.315 • L:./FO HEW (SN-•38} 2 FO TOP & BOTTOM X41. 5W-39 3 FD IfERTICAL SiII.E SSIV- ) t 36) cl SWK MM WAIlt 3w f . a A7 xr r SEE Ott SHEET I OF 4 @ Fo JAMB (SW-37) � FO FIAT FILL COVER ($W-•409280) �FD SILL (SW-40) RsFORU tw size REM CM ON W4 1 OF 4, ME HFAO MO TE 4 ON SHEEP 1 OF 4. ^• 'RgDtiCf ltENES'Y� p 48 06 np clg wun the rhaft PRwucrpjrz gn ml ft i{_.. AcceptsaceAto I f BulldloPgtbdowl tfteFtoti" i.9� expiration Date p Aa;eptenoo No+ '�V� Z # 10 BY t 112" PH, SMS �! 9 !! To DOOR FRAME UPPER CORNER. DOOR PANEL UPPER CORNER 10 Mn $ 8 11 LL Z to OY 1 1/2a F". SMS LA u !� 1! 2 1 10 sY t' Pit SMS DOOR PANEL BOTTOM CORNER DOOR FRAME BOTTOM CORNER lmocrRCNEVtw rttonUCi<ni�Vl�� as Omplsing with the Fbft Rviding Code 8340 �viti pwda IAcceptance No t 6 { , i3uilding Coro � �� ""C'�" '7 FwWrattaanob n ACeOptA=NP._-- aF^A RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA ING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 . 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 I 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 1 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 1 47.4 Interior Zone (4 Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tributa Are in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 1 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 1 -54.4 1 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10 20 30 40 -50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 ; .46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3- 25 -59.8 -55.8 -53.4 -51.7 -50.4 49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 1 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or.4 h, whicheve m , but not less than 4% of least horizontal dimension or 3 ft. (h = m an roof hei hii' feet . . NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE EN FOR FLAT OOFS.