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RC-12-411Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 194612 Permit Number: RC -3- 12-411 Scheduled Inspection Date: July 03, 2013 Inspector: Rodriguez, Jorge Owner: Job Address: 55 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ALYJOSH CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010170130 Phone: (305)970 -1692 Building Department Comments UPGRADE EXISTING HOUSE INTERIOR RENOVATION. Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170854. fala 14QA`-(-- 0N� LD A1/2 s kit). .4 "DOs IG. `-i^i l:iD8 e July 03, 2013 For Inspections please call: (305)762 -4949 Page 29 of 29 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Analysis by: EDWARD TORRES 1327 CROTON COURT WESTON FLORIDA 33327 PHONE 954 559 -0290 AR# 094792 Description: RESIDENCE 55 NW 92nd STREET MIAMI SHORES, FL. Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (I, II, III, or IV) 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) 18.4 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 12.00 ft Ridge Height (RHt) 19.00 ft 990 15.00 ft 980 47.00 ft 970 39.00 ft 950 900 880 For rigid structures (Nat Freq > 1 Hz) use 0.85 alculi Importance Factor 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft 0.85j 860 850 840 830 Zmin 15.00 ft Cc * (33/z) ^0.167 0.2281 I *(zm/33) ^Epsilon 427.06 ft (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 820 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.9179 0.8818 660lSince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 650 630 610 600 590 580 570 560 550 640 620 Condition 930 920 0.38 910 No 900 880 For rigid structures (Nat Freq > 1 Hz) use 0.85 alculi Importance Factor 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft 0.85j 860 850 840 830 Zmin 15.00 ft Cc * (33/z) ^0.167 0.2281 I *(zm/33) ^Epsilon 427.06 ft (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 820 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.9179 0.8818 660lSince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 650 630 610 600 590 580 570 560 550 640 620 Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 7/2/2013 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 1 of 5 7/2/2013 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 510 500 490 480 470 Kz Kzt qz Ib /ft^2 Pressure (Ib /ft^2) Windward WaII* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + / -Gcpi (Kip) (Kip ft) 19 0.89 1.00 69.95 40.45 54.67 -23.90 -9.68 64.35 12.10 24.20 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 229.87 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 411.34 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 592.81 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 774.29 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 955.76 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 1137.24 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 1318.71 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 1500.18 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 1681.66 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 1863.13 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 2044.60 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 2226.08 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 2407.55 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 2589.03 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 2770.50 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 2951.97 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 3133.45 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 3314.92 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 3496.39 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 3677.87 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 3859.34 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 4040.82 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 4222.29 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 4403.76 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 4585.24 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 4766.71 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 4948.18 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 5129.66 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 5311.13 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 5492.61 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 5674.08 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 5855.55 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 6037.03 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 6218.50 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 6399.97 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 6581.45 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 6762.92 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 6944.40 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 7125.87 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 7307.34 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 7488.82 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 7670.29 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 7851.76 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 8033.24 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 8214.71 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 2 of 5 7/2/2013 WIND10 Detailed Wind Load Design (Method 2 per ASCE 7 -10 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 8396.19 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 8577.66 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 8759.13 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 8940.61 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 9122.08 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 9303.55 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 9485.03 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 9666.50 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 12.10 9847.98 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 55.84 10357.50 ote: ositive forces act toward the face and Negative forces act away from the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) B I uar# i . Form�ita value units .: <, Kh 2.01 *(Ht /zg) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.50 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V 112 *I *Khcc *Kht *Kd 39.50 psf WaII I="+rt Coeffie➢erts, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coeientst Cp Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 47 ft wall) Leeward Walls (Wind Dir Normal to 39 ft wall) Side Walls -0.50 -0.46 -0.70 -23.90 -22.52 -30.61 -9.68 -8.30 -16.39 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 47 ft face Windward - Min Cp Windward - Max Cp -0.44 -21.72 -7.50 0.03 -6.04 8.18 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com Page No. 3 of 5 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 Leeward Normal to Ridge -0.57 -26.18 Overhang Top (Windward) -0.44 -14.61 Overhang Top (Leeward) -0.57 -19.07 Overhang Bottom (Applicable on Windward only) 0.80 45.26 -11.96 -14.61 -19.07 45.26 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 39 ft face Dist from Windward Edge: 0 ft to 30 ft - Max Cp Dist from Windward Edge: 0 ft to 7.5 ft - Min Cp Dist from Windward Edge: 7.5 ft to 15 ft - Min Cp Dist from Windward Edge: 15 ft to 30 ft - Min Cp Dist from Windward Edge: > 30 ft -0.18 -13.15 1.07 -0.90 -37.33 -23.11 -0.90 -37.33 -23.11 -0.50 -23.90 -9.68 -0.30 -17.18 -2.96 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *I mpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 = 39.50 18.4 Deg nsverse Direction TEA i° Load Ca Longitudinal Dii on Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1 E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 - 21.96 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com 7/2/2013 Page No. 4 of 5 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7 -10 P 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 1 -53.08 1 -29.12 * p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.9 =_> 3.90 ft a Hipped Roof 7 < Theta <= 27 Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ft^2) Zone GCp Nind Press (Ib /ft^2 Max Min Max Min 1. DOOR 3 6.67 20.01 4 0.95 -1.05 44.51 -48.46 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http: / /www.docudesk.com 7/2/2013 Page No. 5 of 5 ilorida Building Code Online Florida pelowirnebto Busines Profess' Regulation BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stets & Fads Product Approval USER: Public User Page 1 of 2 Publicado FBC Staff BCIS Ste Map Product Aonrovai Menu > Product or Aooi cation Search > Aooiication Ust > Application Detail Unke I Search FL # FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived Product Manufacturer 3ELD -WEN Address /Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fix: @jeld - wen.com Authorized Signature Janet Gerard fbc@jeld- wen.com Technical Representative Steve Saffell Address /Phone/Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3737 Lakeport Blvd Klamath Fails, OR 97601 (541) 882 -3451 Ext 2900 stevesa @jeid- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard rear TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvKmQd10UtQtj... 6/28/2013 Florida Building Code Online Use ed for use In HVHZ: Yes oved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions 5 -2104 for sizes, design pressure ratings, and installation details. Page 2 of 2 ucts Model, Number or Name Description Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sideiftes Certification Agency CerUflcate F115558 RO C CAC NIO11082.odf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions configuration, FL15558 RO II 5 -2104 SS.odf Verified By: Hermes F. Noraro, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 R0 AE PER2035 SS.odf Created by Independent Third Party: Yes Contact U9 :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida, :: Privacy Statement Accessibil ity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The =ails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Acceptat MIRE http : / /www.floridabuilding.org /pr /pr app_ dtLaspx? param--wGEVXQwtDgvKmQdlOUtQtj... 6/28/2013 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: NI1011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg (Psi) Water Test Pressure Missile Impact Rated Test Report Number & Comments X Single OA Opaque 3'2" x 6'10" +66/ -70 10.0 psf Yes CI1CA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1-8) OX/X0 Single w/Sidelite • 0/S Door- Opaque Sidelite- Glazed 4'5" x 6'10" +661 -70 10.0 psf Door -Yes Sidelite -No CTLA-696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) OXO Single w /Sidelites 0/5 Door - Opaque Sidelites- Glazed 5'10" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (I/8" Tempered Glass) Installation Details: 5 -2104 (1-8) XX Double 0/5 Doors- Opaque 6'3" x 6'10" +571 -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S- 2104 (1-8) OXXO Double w /Sidelites 0/5 Doors - Opaque Sidelites- Glazed 8'11" x 6'10" +571 -57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 61" Side lite D1.0: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (1-8) National Accreditation & Management Institute, Xnc. /4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: JELDVEN® Steel ENERGY SAVER/CONTOUR 6 B"WOODEDGEOPAQUESTEEL OUTSW/NG IMPACTDOOR UNJTSW/TH& WITHOUTS/DEUTES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED 1D COMPLY WIN THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCTIY HURRIGWE ZONE 'HVHZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHER$ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL HE AS USED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SI¢ET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT AO THE WATER REQUIREMENTS FOR "IlYtit ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDS/TES 8. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONRGURATION. RESIDENTIAL INSULATED STEEL 000R (Common to all same mndWons) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020") minimum thickness, Gahatdzed Steel A -525 commercial quality - AKOQ per ASTM 620 with average minimum yield strength Fy(ava.) =24,600 psi. Expanded polystyrene with 1.0 to 1.25 Ibs. /cf density, by JELD-WEN, INC. Poor Panel Construction, The active and inactive panels are constructed from 24CA (0. 020' min.) galvanized steeL The face sheet tops and bottoms are tent 90' over the top and bottom rails. The top LVL rail measures 1.67' wide x 1. 042' high. The steel bottom ran is roe formed 0.021' galvanized steel g 1.67' wide x 1.21' high. The sides of the fare sheet are roll fanned to the LVL latch stile and Ponderosa Pine tinge stile which measure 1.67' x 1.0'. The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fbued Lite ConsL4 The sash Is constucted from 2464 (0.020' min.) galvanized steeL The edges of the face sheet are bent 90' over the polystyrene core and glued to it. Ths sidelite panels are routed to receive the ODL Up Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing detail) The me frames are sealed w/ QSD glazing compound on the exterior. Frame • Consfnrction: The frames we constructed from Ponderosa Pine jambs measuring 1.25' wide x 4. 5625' deep. The door and sWalite head jambs are mortised and butt joined to the side jambs and attached with (3) 160.. 2' x 7/18" crown wire staples. The units use a standard bump face Pernko threshold measuring 4. 041' deep x 1.0' high. The threshold Is attached to the frame with (3) 1604 2' x 7/18' crown wire staples. TABLEOFCONTENTS SHT # DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS NO BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 CIAZNO DETAILS UNIT COMPONENTS .875' 71P. 81.25' MAX 0A FRAME HEGHT 74.5' MAX 0.4. FRAME 070111 - -I .125' 36.625' MAX 0A 36' MAX OA Pte- WIDTH W /A5IRAGN. PANEL WIDTH .00 80' MAX. 0A PANEL HEIGHT PI 0.625' - .875' 11P 37. ` MAX OA FRAME WIDTH 36' MAIL 0A PANEL WIDTH ®n® 11C77r 111;, 3117;141 81.25' MAX 0.4. FRAME NEWT 80' MAX 0A PANEL 1100117 1.25' MAX 0.4 FRAME HEIGHT SINGLE OUISWUIG RIPACT UNIT l ) TABLE 1: wEwEO FROM EXTERIOR 80' MAX 0A PANEL HEIGHT 80' MAX OA PANEL. HEIGHT 70.25' MAX. 0A FRAME WIDTH .75' MULL 1.875 ' MAX OA 71� UUr PANEL WIDTH ®r® 0.75' 15.5° MAX. 0.4. WRITE FRAME WIDTH 14' MAX 0A PANE1. WIDTH 107' MAX. OA FRAME WWII - .125' 75' MENU.. 36.625' MAX. 0.A 11'. PANEL WIDTH .36' Ala 0A W /ASrRACAI. PANEL lurg igro INACTIVE ACTIVE OILDEI c-fir 6' MAX. 0A D.G.O. WIDTH 63.125' MAX. 0A D.LO. HEIGHT SINGLE OUTSWING IMPACT UNIT (0X0) W/ NON- IMPACT SAINT ES VIFWEO FROM I]RERIOR 15.5' MAX 0A SIDEUWE FRAME WIDTH 14' MAX 0A PAWL WIDTH 6' MAX 0.4. DLO. WIDTH 0.75' Df9GN ..4.. 1, RA '1' :71iik REQUIREMENT S SMILE DOOR i 1 n. X0, 0X0) RAKI _, ,.-.,-. -'7u-: s. +86 Psi -70 pat WISE 000? MOT (bb 0X7. 770, OxxO) R/®O NONW'AW MUTES S +57 Psi - Psi 0.625' I I signed by Hermes F Norero, P.E. eason: I am approving this document ate: 2012.05.01 17:51:35 - 04'00' 0% F. O • 63.125' MAX OA DLO. WIGHT DOUBLE OUISWING IMPACT UNIT (0XX0) 0/ NON-IMPACT SRDELIIE5 VIEWED FROM EXTERIOR x RA °o k$ A loll W O U m <' Prepared By: (n` 11111240 DROPS, NC. Phone: 407- 644 -6957 Far 407- 644 -2366 DATE: 9- 1-0 SCALE: N.T.S. DWG. in: JWJ sac. er: S. SAFFELL DRAWING N0. S -2104 sieEr 8 OF 8 Q75* MIN. EDGE DIST. 1.50" - Mhst 0.250 Eitla MAX. SHIM an" MIN. EDGE DIST. 1.5(r MIN. EMB. SEE DETAIL 7 ON SHEET 5 0.250° MA SHIM SEE DETAIL 7 ON SHEET 5 NOTE 6 ON SHE 4 SEE NOTE .3 SHE 4 1.750. MIN Pma THK 1.750° MIN. PAN a MK. SEE NOTE 2 ON SHT. 4 iti112121 81.25° MAX. OA. FRAME HEIGHT 80.0° MAX. OA. PANEL HBGHT 0.125° MIN. GLASS THK. .1612101 81.25° MAX 0A. FRAME HOGHT ,11 .625° SEE GLAZING DETAILS, SHEET 7 80.0° MAX. O.A. PANEL HOOT SEE NOTE 2 ON SEE DETAIL 7 NOTE 8 ON ON SHEET 5 NOTE 6 ON SHT. 41 SW. 4 SHT. 4 SEE NOTE .3 ON S 4 MX LIESCHITQN MEEIBAL 1 0001? STEEL FACE SHEET 24GA (0.020104.) STEEL 2 FRAME HEAD (FINGER MIMED PONDEROSA PM) KM 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PRO WOOD 4 FRAME LATCH JAMB (MGM JOINTED PONDEROSA PK) WOOD 5 cx 4°1111T HINGE 1204. (BY HMO STEEL 6 19 X 1 PFH WOOD SCREW (HINGE I D DOOR) sIFFL 7 DOOR LATCH STILE LVL 8 OUTSWING Pa4K0 BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 1604. X 1" (FOR MULLION CAP) STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE VIE (RICER JOINTED PONDMOS4 PINE) WOOD 14 /10 x 1 3/4" PRI WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PhIlE) WOOD 18 3/16 ITW TAPCON ANCHOR W/ 1 1/4* MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./cf DENSITY) BY JELO-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25 MAX THK. H1CH BOOBY MASTIC OR GREATER) - 21 KWRSET 400 SERIES KNOB STEEL 22 KIWKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 18 x 1 1/2° PIASCRal (ODL LITE RAW STEEL 24 18 x 2. PFH WOOD SCREW STEEL 25 18 x 2 i/2* PFH WOOD SCREW STEEL 26 110 x 1 PFH WOOD SCREW (IMPERIAL ASTIMGAL TO DOOR) STEEL 27 110 x 2° PFH WOOD SCREW STEEL 28 WIDOW CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE 30 GLAZING COMPOUND OBIT BY ODL) SILICONE 31 BRAD TRIM NAIL 16GA. x 3/4 (FOR 3/8 QUARTER. ROUND) STEEL 32 3/8° QUARTER ROUND SMITE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF .34 SCHIAGE KNOB SET IF51 STEEL 35 SCHIAGE DEADBOLT /WM (NOT SHOWN) STEB. 36 SIDEUTE STEEL FACE SHEET 24CA. (0.020° Mk STEEL) STEEL 37 va. TEMPERED GLASS (BY PPG) GIASS 38 001. LITE FRAME SG (SPARTECH POLYGON PP5530 C13) POLYPROP. 39 PRESSURE TREATED MUWON BAR (3/4 x 4 9/18 x 81 1/4") P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) AMMO/ 41 ASWAN. STRIKE PLATE (BY IMPERIAL) MEI. 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEAD8OLT HERITAGE SERIES (NOT SHOW STEEL 44 SIDEUTE FRAME HFAD, Sill AR JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 UTE FRAME BY TRINITY FOR 1/2° 1G.U. POLYPROP. 46 1/2° INSULATED TEMPERED GLASS MY TRIMIY/AUPAC) GLASS 47 LITE FRAME BY TRINITY MR 1° GLASS POLYPROP. 48 1 mum) MIMED GLASS (l Y TRINITY/AMPAC) GLASS 49 LITE FRAME SCREW 16 x 1 1/2 LONG PAMEAD (BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 WOOD INSTALLATION SCREW PI/ 1.50. MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE RATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE RATE .01 lllllll ii,, STEEL as 1.25* MIN. EM& 2.50° LBN. E DIST. 1.25° MIN. CONCRETE/ na MASONRY BY OTHERS 1.75° 2.50° MIN. MIN. EDGE DIST: CONCRETE/ MASONRY BY OTHERS Prepared By: VERTICAL CROSS SECTION k.21 WITH HIGH DAM THRESHOLD (g) VERTICAL CROSS SECTION ■2) AT SIDELITE SASH "ALAI" 410.,,Nz.Th /ON DATE 9- 1-0 SCLE: N.T.S. BUILDING DROPS, INC Phone: 407-844-6957 Far 407-644-2386 JWJ SAFFEU. DRAWING NO. S-2104 slim _2_ OF 8 INA HORIZONTAL CROSS SECTION \.4.1 LATCH JAMB TO BUCK SEE NOTE 1 ON SHL 4 PANEL THK SEE NOTE 4 SEE DETAIL ON SH 24 1 ON THIS T 4 SHEET MIME R ®HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK i '• Illii ' //,Z /2 � /7" 2 j�„ v/ / / /// /////// / //. / % / /,s :.'. ' .� t. ... .• \•..: • 1 0 / /// 1 PANEL THK SEE NOTE 4 SEE DETAIL ON SH 24 1 ON THIS T 4 SHEET MIME R ®HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK i '• \ ' //,Z /2 � /7" 2 j�„ v/ / / /// /////// / //. / % / /,s :.'. ' .� t. ... .• \•..: • 1 REERL ®HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31`DIAx9.0 " LG. AT TOP &BOTTOM OEA L 1 ASTRAGAL. TO STILE ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS VIEW FOR C ,LRiu►uu��i s ,e.g F. 0..��i, "ki 1 0 Prepared By: c/ BUOLDNNO DROPS INC. Phone: 407 -644 -6957 Fax: 407- 544 -2386 DATE. a m a 11 -0 SCALE: N.T.S. V6 JWJ am BY S SAFFELL DRAWING N04 S -2104 afar 8 or 8 Q SEE NOTE 4 ON SHT. 4 SEE NOTE 3 ON SHE 4 0006 CO SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.750" SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR IIEM 126 THE 110 x 1° PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOW FROM THE TOP DOWN & THE BOTTOM UP; 1.0°, 2.5 ; 4.0°, 5.5°, 13.0; 18.0' & 26.0 °. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: 3.0' IN FROM EACH CORNER. CONCRETE/ MASONRY BY OTHERS ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS; 3.0; 110; 26.0; 39.0°, 52.0' & 63.0'. 3. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA X 1° BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, 1S AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8° QUARTER ROUND): 1.25° IN FROM EACH CORNER WITH (1) NAIL MID —SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8° QUARTER ROUND & MUWON CAP); 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ffEM 125, A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEJJTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, 15 AS FOLLOWS: 6.0° FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELTE PANEL IS SECURED INTO THE SIDELTE JAMB W/ ffEM 129 SIUCONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 0.75° 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SEDSJTE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4° PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2° PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: SIDELTE UTE:FRAME FROM THE TOP DOWN VER11C#UY: 3.25', 18.0625', 32.8125°, 47.5625° & 62.625'. SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT: ONE (1) SCREW AT 4.4375' 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTAUATION. 10. USE ITEM 151 WHEN INSTALUNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MUWONS. USE ITEM 116 WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. SEE NOTE 7 ON SHT. 4 _ 1.750° MIN. FOR PANEL MK. INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHE 4 SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 0.750" SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 4d. •O °..4 1.50° MIN, EMBED. SEE N01E 2 .1 ON SHT. 4 HORIZONTAL CROSS SECTION SEE NOTE 6 ®j�T�eSiW } TO BUCK ON SHT 4 %, • p�x�� SEE DETAIL 5 `��<4R� �� i� O::: ON SHEET 5 .-27 * (://)%s mss_ = ri..v.a•` .\*.:" 0.250' MAX. SHIM Ln a Prepared By: BUILDING DROPS, W Phone: 407- 644 -6957 Far 407- 644 -2366 DATE N a ca 9— 11 0 0 SCALE: N.T.S. DWO. RY: JWJ Dlic. ay: S SAFFELL DRAWING NO., S -2104 SHEET 4 OF 8 ;1/;/;i;:::: / /. / / / / /, // ::.. :.. . SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.750" SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR IIEM 126 THE 110 x 1° PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOW FROM THE TOP DOWN & THE BOTTOM UP; 1.0°, 2.5 ; 4.0°, 5.5°, 13.0; 18.0' & 26.0 °. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: 3.0' IN FROM EACH CORNER. CONCRETE/ MASONRY BY OTHERS ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS; 3.0; 110; 26.0; 39.0°, 52.0' & 63.0'. 3. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA X 1° BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, 1S AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8° QUARTER ROUND): 1.25° IN FROM EACH CORNER WITH (1) NAIL MID —SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8° QUARTER ROUND & MUWON CAP); 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ffEM 125, A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEJJTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, 15 AS FOLLOWS: 6.0° FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELTE PANEL IS SECURED INTO THE SIDELTE JAMB W/ ffEM 129 SIUCONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 0.75° 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SEDSJTE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4° PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2° PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: SIDELTE UTE:FRAME FROM THE TOP DOWN VER11C#UY: 3.25', 18.0625', 32.8125°, 47.5625° & 62.625'. SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT: ONE (1) SCREW AT 4.4375' 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTAUATION. 10. USE ITEM 151 WHEN INSTALUNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MUWONS. USE ITEM 116 WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. SEE NOTE 7 ON SHT. 4 _ 1.750° MIN. FOR PANEL MK. INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHE 4 SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 0.750" SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 4d. •O °..4 1.50° MIN, EMBED. SEE N01E 2 .1 ON SHT. 4 HORIZONTAL CROSS SECTION SEE NOTE 6 ®j�T�eSiW } TO BUCK ON SHT 4 %, • p�x�� SEE DETAIL 5 `��<4R� �� i� O::: ON SHEET 5 .-27 * (://)%s mss_ = ri..v.a•` .\*.:" 0.250' MAX. SHIM Ln a Prepared By: BUILDING DROPS, W Phone: 407- 644 -6957 Far 407- 644 -2366 DATE N a ca 9— 11 0 0 SCALE: N.T.S. DWO. RY: JWJ Dlic. ay: S SAFFELL DRAWING NO., S -2104 SHEET 4 OF 8 81.25' MAX. OA. FRAME HEIGHT 6TYP. 5 SPACES 13.85• 74.50' MAX. O.. FRAME WTI SEE DETAIL 2 ON THIS SHL • • -5.00' TYP. 6.00' TYP. --] 12.50' TYP. 3& 111 6.00' TYP. 111 SEE DETAIL 5 irON THIS SHE 1 7.375• � 1 l 3' 3 \N,_ SEE DETAIL3 ON THIS SHL VIEWED FROM INTERIOR SEE DETAIL 4 ON THIS SHT. 70.25' MAX. OA. FRAME WIDTH 4.50' 1W-- 3.00' TYP: -- 3.00' SEE DETAIL 6 f OK THIS SHE 15.0' 36.625' 3.00' PETAL 2 - M HEAD JAMS DETAIL 3 - 0 THRESHOLD ASTRAGAL. STRIKE PLATE ASTRAGAL STRIKE PLATE DETAIL 4 HINGES TO JAMB & DOOR LIMA 5 STRIKE PLATES TO ASTRAGAL -•—• 9.00' TYP. -- &00' TYP. TYP. Co 11 1 TYP. - SEE NOTE 5 - - ON SHEET 4 • m - - 11 111 : - -3.00' TYP. 7.00° TYP. ., _._._ ' 91. .IR. _ r a_.►» :.. _.0; ! :1 • Y11211.62160.6010210 DETAIL 6 STRIKE PLATES TO JAMB SEE DETAIL 4 ON THIS SHT. .15' MIN. C -SINK. •\ SEE NOTE 10 \ ON SHEET 4 ,`��y�►uu rrl1 DETAIL 7 � S FINK FOR INSTALLATION ANCHORS Q t Prepared By. � C BUILDING DROPS, INC. Phone: 407- 644 -6957 For 407- 644 -2566 M g ..0 „I, z a X e 1 1 W DATE 9- 1 -0 EDAM: N.T.S. ar: JWJ anc. BY: S. SAFFELL DRAWING NO.: 5 -2104 SHEET 5 OF 8 81.25' MAX. O.A. FRAME HEIGHT 107.00' MAX. O.A. FRAME WIDTH 4.50" TIP.- - 3.00.1113r.-- 1 3.00' 6 T TYP. 5 SPACES ® 13.85' .00' 7YP. .00" TYP. .00" TYPr- SEE DETAIL 2 ON SHEET 5 16.41' TYP. r 13.41' TYP. 6.00" TYP. —3.00' TYP. _. _ II 1 111 co _ iYP. ® — 5.0'I / ' 111 1 II co 1w. _ SEE NOTE 5 _ice ON SHEET 4 SEE DETAIL 5 _ ON SHEET 5 \ , 0 1 / — _ —1— 1 0 I — IL - © i t 36.625' IYP. i II 3.00" IYP. -- L - 3.00' TYP.-- 1 3.00" 7.00' TYP. SEE DETAIL 3 ON SHEET 5 1 • ; dl . ' J1 jCHO: _ 1 • VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 TYP. 7.00" TYP. 1] ."_1!: dill t l 0: 111. :.i _. f: 01.: l' ?I FROM INTERIOR EXTERIOR 0.125° MIN. TEMP. GLASS CKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50° GLASS BffE GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 0.125` TEMP. GLASS 75' x .50' INTERC" 0.125° TEMP. 0.50' S EL SPACER GLASS GLASS BITE GLAZING DETAIL 3 TRINITY UTE FRAME 1' INSULATED TEMPERED GLASS LUPOY EU -5007 0.500` MIN. GLASS THK. 0.125` TEMP. 0.250` AIR r1 GLASS SPACE SEE NOTE 8 ON SHT. 4 25' x .50' _ 0.125" TEMP. 0.50 INTERCEPT GLASS GLASS STEEL SPACER BITE GLAZING DETAIL 2 TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU- 5007 ALL GLAZING ILO FIGURATIONS SWILL COMPLY WITH SAFEIY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2408. u 0 11- ';.1.:04 wR gs Prepared By. BUILDING DROPS, INC. Phone: 407 -844 -6957 Roc 407 - 644 -2368 DATE. U 11 co 0 m —0 2 SCAM N.T.S. DWG. BY: JWJ coat. BY S. SAFFELL DRAWING NO.: S -2104 sHEEr 7 of -'8 [-- 1.670" „7-1.210. 0 E00111211214.1a 240.4 (0.020 STEEL 1.645° -1 0.831" !ot.4,460 (74-3) 2ENERIL0CLEIE 11132ffin2M21111. MDF x 3.0 LONG 1.500. *I r L---] I 1.750° 0.624' 0 2221111BKALE FINGER JOINTED PONDEROSA PINE WOOD ASTRAGAL MS TWO 0.3125' DIA. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.025" OMINC"Megraill6063-T6 ALUMINUM 0.530' alr.to* 0. a529 500. P.140° r- 1.670" _J LJ 0a21141231211 LVL O 10 STIEffrirang 1.250" 2.500" 0 0 '1 r-s&amaLoRmium (IMPERIAL 0.125° STEEL) 11.875' 0.482' 1.000° 1.670' ttif ' LVL -1 1- 0.513" 'TRINITY PLASTIC LITE KIT MATERIAL APPROWD UNDER 140A 107-0828.01 1.109" r- 1.736'0.675. 0 --I 1.381" ®212L /AM sa 0.868" 0.585' 2.13r1.012 0 0 0001UMILDE92 ® STEEL DIA. VARIES WITH HARDWARE USEDD OFINGEROINTED PONDEROSA PINE 4.000" 1.042" 1.250° 11.013"1 I- 1.750" -I I 2.519" (-A7)7 1" LG. TRINITY LITE FRAME POLYPROP. may PLASTIC LITE WM/VENIAL APPROVED UNDER NOA 107-0828.01 0.37- 5' 0.37e -I I-7 03/8" QUARTER ROUND SIDEUTE STOP FINE -I 1.375 1-- WOOD JAMB FINGER JOINTED PONDEROSA PINE 2.040" 1 1.586" 1.752" 2.621' Cy ir S.G. 001 UTE FRAME POLYPROP. ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER /VOA 110-1209.01 _J LI L_ 0.09• 7' -11- 4.000" (12) MULL2121e PINE (81.25" LONG) (5") LiA21EUSIEE.121111_111WE x x 0.097' THK. STEEL 11 0.582 1.000" ' 4.041' I ANDARD BUMP FACE 'THRESHOLD (IMINUM - BY PEMKO ItOOD INSERT 0.1 Prepared By: WADING DROPS, WC. Mom: 407-644-6957 Rua 407-644-2366 DATE 1 SCALE: N.T.S. JWJ ceet x S. SAFFEU. DRAWING N0a S-2104 SHEET 8 OF 8 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 `,11111111:,,, d i Prepared by: * Hermes F. Norero, P.E. = Z Florida Professional Engineer # 73778 1 Date: 05/01/2012 'ice Contents: A*: (Installation Details Pages 5 — 4 ii11,/t� N, i ``�,��• Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30 - 04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS 4/+"\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO Mal XO, , 0, OX Outswing Positive 57 PSF* Po 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to no pressures. d design Hermes F. Norero, P.E. Florida No. 73778 Page4of5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50" 1113. 3.00" 3.00" I 7YP. 6 1YP. 16.41" TYP. 13.41' TYP. 6.00° TYP. 00" TYP. 5 SPACES ® 13.85° 3.00 I 1 1 1 1 I I I I I I 1 1 1 1 11 I I 1, 1 I 1 1 1 1 11 1 1 3.00' TYP■ 00 °MT. 7.00° i1P. �• 7.00° TYP. 4.50' TYP. 3.00" TYP-r 3.00' 7Y1,- 6 TYP. 5 SPACES © 13.85' 11 6.58° "nr 3.00" TYP-- 9.00" TYP. — — 6.00" 7YP. TYP. 11 1 6.00" TYP. TYP. 6.00° TYP. TYP. 12.50" TYP. 6 TYP. 4 5 SPACES ® 13.85° I1 1 1 111 1 1 ▪ TYP. - 7.00" TYP. 12 125' 7YP. Her -s F. Norero, P.E. Florida No. 73778 Page 5 of 5 BI� IN� Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 -1Pgag775',I.;" Illt NOV 26'12 FBC 20 Permit No. RC 3 -/2-IN/ PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: S-S M7 9 Z 57/14,25 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: //- 3/0/ v/7 - li430 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Pro it dance ! ►7 /C5p • Phone #: Address: 1c824). W . ?r- esrkw. Gk p 1 City: pt4 t4wtl C-4495 State: Tenant/Lessee Name: Phone #: Email: Zip: 33d/ t LeiAf Cot,* / P—I 6 V41. as • e-0).--t CONTRACTOR: Company Name: c405 of ` tozrie ,7S/.'7 Phone#: 3o5 774/6 ? 2. Address: ®3 �'�973 c4.-- City: % 4 /YR v 4, �.'l //f'„r a State: &- Qualifier Name: �- e- e... - , 41 State Certification or Registration #: C4c557/5 7 Certificate of Competency #: Contact Phone#: is / 70/4,9 2- Email Address: Phone #: Zip: i33e 2-p tev y 131,9, a yea l DO. GDyyl DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ P M 2-7 Type of Work: UAddition XIAlteration Description of Work: Square/Linear Footage of Work: UNew ,Repair/Replace Demolition Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ a Bonding Company's Name (if applicable) ,'7� 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 RT.RCTRICAL 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 o c�mencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is i . ed. In\ he absence of such osted notice, the inspection will not be approved and a reinspection fee will be charged Signa Owner or Agent The foregoing instrument was acknowledged before me this ((o day of VW , 201 °i-, by At) 674.13- 41. who is personally known to me or who has produced Signa Contractor The foreg trument was acknow ged before me this (A day of NO 7 , 20 _derby 4e9 who is personally known to me or who has produced a As identification and who did take an oath. as i. cation and who did take an oath. NOTAR C: a�� 44,,01111101,10491 �� v . • . s � � V• ber 3 Sign: / � y�Q �0m?Orn IP ; o Sign: Print: • .fires: 9Q° eo N . �; �< °• #EE132060 `°v;�YnUdc�m o'• *�oa�a MyCo,, .'ssionEX�_ °��.� "°2 eo ihN... My Commission E 4k978/ • .... • Ott ®a4 °s'9e� • :�'4 Pp61c Un��y ". ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Ctlans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk ALYJO -1 OP ID: AM ACC71R0' k.....,.. --- CERTIFICATE OF LIABILITY INSURANCE DATE (MNUDD/YYYY) 11/19/12 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954731 -5566 W.F. Roemer Insurance Agency 954731 -8438 4752 W. Commercial Blvd Fort Lauderdale, FL 33319 Jonathan F. Remes warm on Remes PHONE 954-332-0188 FAX 954731 -8438 (A/C. No. Ext): (A/C, No): E-MAIL remes@roemer- ins.COm ADDRESS` jremes@roemer-ins.com AFFORDING COVERAGE NAIC # INSURER A : Mid- Continent Casualty Co 23418 INSURED Alyjosh Construction, Inc. 18973 SW 33 Court Miramar, FL 33029 INSURER B: 04GL000842662 INSURER C : 02/22/13 INSURER D : $ 1,000,000 INSURER E: $ 100,000 INSURER F : $ EXCLUDED 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 LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYYI POLICY EXP (MM/DDM/YY) LIMBS A GENERALLIABILnY X COMMERCIAL GENERAL LIABILITY 04GL000842662 02/22/12 02/22/13 EACH OCCURRENCE $ 1,000,000 PREMISES (Ea occunence) $ 100,000 MED EXP (Any one person) $ EXCLUDED CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 GEN'L AGGREGATE POLICY X LIMIT APPLIES JECT PER: LOC $ A AUTOMOBILE X LABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED NON OWNED AUTOS 04GL000842662 02/22/12 02/22/13 OMBINED SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 RETENTION $ WORKERS COMPENSATION AND EMPLOYERS, LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below / A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule H more space Is required) •Grl 11rIVM 1 G IlV GI/GR MIAMIS2 Village of Miami Shores g 10050 NE 2 Ave. Miami Shores, FL 33138 1 ^'. -� -° ... -.- • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZZEED �REPRESENTATIVE -- .&_._ f _ ACORD 25 (2010/05) ©1988 -2010 ACORD COKPVw4TION. All rights reserved. The ACORD name and logo are registered marks of ACORD �z . �.aK?:. r+ � . fan. )....�. Wt� :��:�::�;:r::�: JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEIUIPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 02 -03 -2011 EFFECTIVE DATE: PERSON: FEIN: 02/03/2011 EXPIRATION DATE: 02/02/2013 LEVY 203641258 BUSINESS NAME AND ADDRESS: ALYJOSH CONSTRUCTION INC 3142 SW 173 TERR HOLLYWOOD FL 33029 SCOPES OF BUSINESS OR TRADE 1- GENERAL CONTRACTOR CHARLES M III ** IMPORTANT: Pursuant to Chapter 440. 05(141, F.S., on officer of a corporation who elects exemption from this chapter by filing a certificate of electfoo under this section may not recover benefits or compensation under this chapter. pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices el election to be exempt and certificates el election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance el the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUTOUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 02/03/2011 EXPIRATION DATE: 02/02/2013 PERSON: CHARLES M LEVY III FEIN: 203641258 BUSINESS NAME AND ADDRESS: ALYJOSH CONSTRUCTION INC 3142 SW 173 TERR HOLLYWOOD, FL 33029 SCOPE OF BUSINESS OR TRADE 1- GENERAL CONTRACTOR IMPORTANT © Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election t- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on Ethe notice of :election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this Section. IUESTIONS? (850) 413 -1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO' BE EXEMPT REVISED 01 -11 IVI iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. leC- 3 -t2- L.'% Owner's Name (Fee Simple Title Holder): if fi clenze (ovid ear Z 144 Phone #:, "V 0-75/4 Owner's Address: 231161 u1 T6 � City: t Stale : - Zip Code: 330/1. Job Address (Of where work is being done): 65 is IA) 9 2 5T City: Miami Shores State: Florida Zip Code: Contractor's Company Name: AL1 Gey7 'oche, Phone #: 305 97o UoR2 Address: 1817 3 (5,-J 3 cri City: '14;retimix.y State: 'Ft- Zip Code: 3302-1 Qualifier's Name : .14..e ✓'ie s �.�� Lic. Number: t St 1137 Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: 1wirt toy- (2-e+µ_d ak- I hereby certify that the work has been abandoned and/or t unable or unwilling to complete the contract. I hold Miami Shores harmless for all leg Signatur Sign owner or Agent The foregoing instrument was aknowledged befog this day of do./ ,2012,by M * , Who s personally know me or who has produced as indentification. Nota Sign: Seal: B� ■A E. Lek,* • �e m4 o6 u, #EE 832060 : firy ntractor /architect is Official and the tractor or Architect The ''r• Ding in - ment was aknowledged , =fore me this ' day of A4// , 20PLb iaa %l / `` -- %s [y who is ersonally known t e or wh • as produced as indentification. Notary Public: Sign: Seal: AILEEN CARBONELL 1 MY COMMISSION # DD 867299 EXPIRES: March 8, 2013 Bonded Thru Notary Public underwriters Providence INVESTMENT GROUP, LLC November 1, 2012 Ricardo Diaz 12550 Biscayne Blvd Ste 211 North Miami, F1 33181 Re: 55 NW 92 °d Street, Miami Shares Mr Diaz: As owner of the property we have made the decision to remove you and your company as prime contractor for the job located at 55 NW 92 Street in Miami Shores. A change of contractor will be done at the Miami Shores Village building department. AJ Garcia Manager Providence Investment Group, LLC 15211 NW 60th Street, Miami Lakes, FL 33014 (305) 710 -8969 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G -10 • Sender: Please print your name, address, and ZIP +4 in this box • POD` ./Se 6 OW I a -6_ 7 'o•e'ea r 52 (( Oc *' - /- ta,„1,e; Lei,-/"A c��- 3 3 1, 11111 1111111111 1111,11,1, 1111111111 „111111„1111,111111 „11 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For lnsurance Company Use: Al. Building Owner's Name PROVIDENCE INVESTMENT GROUP LLC Policy Number A2. Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55 NW 92nd Street Company NAIC Number City Miami Shores State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 13 , of " CANADAY EXTENSION " PB.41, PG. 71, Miami -Dade County FOLIO # 11- 3101 -017 -0130 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °51'58 "N Long. 80 °11'91"W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or endosure(s) 1841.95 sq ft b) No. of permanent flood openings in the crawlspace or endosure(s) within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 1463.04 sq in d) Engineered flood openings? ❑ Yes ►0 No RESIDENTIAL Horizontal Datum: ❑ NAD 1927 0 NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 104.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A9.b 14h4 sq in d) Engineered flood openings? ❑ Yes r_+ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP Community Name & Community Number Village of Miami Shores/ 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086C0302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9:) NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes e No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BILL -24 ELEV =9.45' Vertical Datum NGVD -1929 Conversion/Comments N/A a) Top of bottom floor (induding basement, crawlspace, or enclosure floor) 11.77 b) Top of the next higher floor 13.20' c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) 11.64' e) Lowest elevation of machinery or equipment servicing the building N/A. (Describe type of equipment and location in Comments) 1 Lowest adjacent (finished) grade next to building (LAG) 11.41' ) Highest adjacent (finished) grade next to building (HAG) 11.71' Lowest adjacent grade at lowest elevation of deck or stairs, including NL . structural support Check the measurement used. feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ►Z� Check here if comments are provided on back of form. Were latitude and Longitude in Section A provided by a licensed land surveyor? ► Yes ❑ No Certifiers Name GINO FURLANO License Number 5044 Title PROFESSIONAL SURVEYOR & MAPPER Signature FEMA Form 81 -31, ar 09 Company Name J.A.F SURVEYING INC State FL ZIP Code 33016 Date 06 -14-11 Telephone 786 -416 -1018 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55 NW 92nd Street For Insurance Company Use: Policy Number City Miami Shores State FL ZIP Code 33150 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communl y official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEVATION = 11.65' Miami -Dade County Benchmark: # L -24 Elevation= 9.45' , datum NGVD 1929 Description of C2 e):) " ab Description of A5} •o =1 a- r'> obtained on site using Global Positioning System(GPS) Signature Date 06 -14-11 ® Check here if attachments SECTI i N E - BU DING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. t . Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. Tkis permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (induding Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55 NW 92nd Street Policy Number City Miami Shores State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. 1 Pkolo-grai413, do*. tri-iceAv 06/14/11. I Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 55 NW 92nd Street Policy Number City Miami Shores State FL ZIP Code 33150 Com pany NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." GARAGE VIEW VENT VIEW N/A 1 4 2492 WEST 72nd STREET HIALEAH, FLORIDA 33016 PHONE: 786 -418 -1018 FAX: 305-817-9709 E -MAIL: josefanjulamail.com SAP SFURVNTINC. ISURVICEIK LAND SURVEYORS * LAND PLANNERS + MAPPERS LBp3026 TYPE OF PROJECT: BOUNDARY SURVEY PROJECT LOCATION: 55 N.W. 92nd STREET SCALE: 1"= 20' DATE 06/16/11 DRAWN BY: L.R. CITY, STATE s ZIP CODE MIAMI SHORES, FLORIDA 33150 -2226 , US NOTE: ONLY VALID WITH PAGE 2 FILE NO: 55 -11 PROJECT No: JAF 55 -11 SHEET: 1 2 SHEETS CERTIFIED TO: A. PROVIDENCE INVESTMENT GROUP, LLC. FOLIO NO: 11-3101-017-0130 LEGAL DESCRIPTION: Lot 13, of "CANADAY EXTENSION" according to the Plat thereof, as recorded in Plat Book 41 at Page 71 of the Public Records of MIAMI —DADE County, Florida NORTH SCALE: 1"=100' i `► is L 7:2 7`h /inP Of B /OCdr -76 9 /k. 934,2 JT sVorr'h /ine of ,/: % of N. !d/, f of /.".E; ct n 'l o C r ; 76.72 66 o / ' R • 75 2 14 c O\ 75 .7 o \ i 75 75 .6" •: • 75 i �` 75 7 4:V \ - 75 f 8 p, /6 0 76.79 /6 7S Z - /4 75 ■ .. - /2 75 \ /1 75 is 7 5 °u. .-: 9 75 Z j ,/ 2/0 ,VW 92'9 6'71 ,9/ 76.8/ 1 75 1 73' LOCATION MAP SCALE: 1"=100' �r• 1 75 1 /20 SURVEYOR'S NOTES: 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC RECORDS WAS MADE BY THIS OFFICE. 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC VERTICAL DATUM) OF 1929. 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND ENCROACHMENTS. 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH RECORD DATA UNLESS NOTED. 5. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES, IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 61G17 -6.003 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) / / / FLOOD ELEVATION INFORMATION: DATE OF FIRM: 09/11/2009 COMMUNITY No: PANEL: 0302 SUFFIX C ZONE X BASE FLOOD ELEVATION: Date of Field Work: 06/16/2011 120635 /Unicorp Area* SOURCE OF ELEVATION: BENCHMARK NO: N /A ELEVATION: N /A I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE SH04N HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR NONE OTHER THAN SAO OFFICE. ADDUIOMALLY. THIS SURVEY MEETS AND /OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 61017 -6 1FE FLORIDA ADMINISTRATIVE CGX1E PURSUANT TO SECTION 472027 OF THE FLORIDA STATUTES. SI ONO rj AND MAPPER FLORIDA LICENSE NO.: 5044 N /A FLORIDA CERTIFICATE CF AUTHORIZATION NO.: 6026 NOT VALID VAIH0 UT THE SIGNATURE AND THE ORIGINAL RAISED SEAL. OF THE FLORIDA UC:NSED SURVEYOR /MAPPER NAMED ABOVE J A LAND SURVE 2492 WEST 72nd STREET HIALEAH, FLORIDA 33016 PHONE: 786-416-1018 FAX: 305-817-9709 E-MAIL: Josefanjul©yrnall.com E-MAIL: gtsurveying@gmail.com VUTIZECI WORM,/ ELV2 • LAND PLANNERS • MAPPERS LB#6026 TYPE aF PRWECT BOUNDARY SURVEY SCALE: 1"= 20' DATE: 06/16/11 PROJECT LOCATION: 55 N.W. 92nd STREET DRAWN BY: L R. CITY, STATE & ZIP CODE MIAMI SHORES, FLORIDA 33150-2226 , US FILE NO: 55-11 PROJECT No- JAF 55-1.1 NOTE: ONLY VALID WITH PAGE 1 SHEET: 2 2 SHEETS NORTH SCALE: 1"=20' z BLOCK CORNER FIP. 1/2" No I.D. LOT-3 FIP. 1/2" No I.D. d 0.09' X OH LOT-4 75.0CRO) OH 9018'00" w z X 0)1 )( X OH - 044 — 4' CHAIN UNK FENCE LOT-13 LOT-14 0.10' 226.79'(R)((v1) FIR. 1 Ale IA) 40.00' 1-STORY RESIDENCE N955 (0 14.65'0" X X LOT-5 F1P. 1/2" No 1.D. 0.01' ) 89°42'00" 124 -8 LOT-12 21.70' - ' 9018'00" CONC- ABBREVIATIONS AND LEGEND A AC ARC AIR CONDITIONER BENCHMARK BRG BEARING CALCULATED CONChk.ik. GU ITER OR VALLEYLD GU iTER C&G CURB & GUTTER CH CHORD OHBRG CHORD BEARING C.M.E. ANAL MAINTENANCE EASEMENT C.N.A. MINER NOT ACCESSIBLE CONC. CONCRETE A D.E. )ELTA DRAINAGE EASEMENT F.I.P./F.I.R FOUND IRON PIPE/ROD FOUND NAIL F.N. F.N&D. FOUND NAIL AND DISC F.Pk.N. FOUND PARKER KALON NAIL GARAGE GAR. R (R) R/W R.E.E. SURVEYOR'S IDENTIFICATION L LENGTH L.A.E. LIMITED ACCESS EASEMENT LM.E. LAKE MAINTENANCE EASEMENT 0 S (M) MEASURED OFFSET TTED NT OF CURVATURE S.I.R./S.I.P. S.N.D. TAN (TYP.) 0.E. W.E. Lx1 x RADIUS RECORD RIGHT-OF-WAY SET ENCROACHMENT EASEMENT IRON ROD/PIPE SET AIL AND DISC TANGENT TYPICAL UTILITY EASEMENT WATER'S EDGE OVERHEAD WIRE LINE WOOD FENCE E.O.P. EDGE OF PAVEMENT F.C. FENCE CORNER P.C.C. P.O.C. POINT OF COMPOUND CURVATURE POINT OF BEGINNING POINT OF COMMENCEMENT 1 .0.H. FOUND DRILL HOLE F.E. FENCE ENDS F.F.E. FINISHED FLOOR ELEVATION P.R.C. P.R.M. P.T. POINT OF REVERSE CURVA1URE PERMANENT REFERENCE MONUMENT POINT OF TANGENCY CHAIN LINK FENCE /ALUMINUM FENCE MONUMENT UNE CENTERUNE •=11■■■■■■• PROPERTY UNE = AIR CONDITIONER * = BELLSOUTH BOX = CABLE BOX = CATCH BASIN a =CONCRETE POLE =CONTROL VALVE BOX 1SN =ELECTRIC BOX 4,L10= EXISTING ELEVATIONS (14=GOLF COURSE =HANDICAP SPACE =INLET =UGHT POLE • =METAL LIGHT POLE C) =SANITARY MANHOLE =SATEUJTE DISH fl =WATER METER tw, 111110 "C. =ELECTRIC METER Er<3` =WATER VALVE E] =ELECTRIC SERVICE BOX cO)=WOOD POLE g =FIRE HYDRANT =FLORIDA POWER & UGHT BOX PROVIDENCE INVESTMENT GROUP LLC COMPLETE INTERIOR RENOVATION 55 NW 92 ST MIAMI SHORES FL. DIAZ & RUSSELL CORP. E -MAIL: ADMIN(7DRAA.BIZ WEB SITE: WWW.DRAA.BIZ PHONE: 305 -B92 -5070 FAX: 305 -892 -5059 PROPOSAL AND ACCEPTANCE TURN-KEY CONTRACT AMOUNT N. 120227 BETWEEN THE OWNER: PROVIDENCE INVESTMENT GROUP LLC. AND THE CONTRACTOR: DIAZ & RUSSELL CORP. CERTIFIED GENERAL CONTRACTOR CERTIFIED ROOFING CONTRACTOR CERTIFIED AIR CONDIT. CONT. CERTIFIED PLUMBING CONT. 12550 BISCAYNE BLVD SUITE 21 1 NORTH MIAMI FL 33181 P. 305 - 892-5070 F. 305 - 892-5059 FOR THE PROJECT: 55 NW 92 ST MIAMI SHORES FL CONTRACT DOCUMENTS 1512006 1327760 1815659 1427602 THE CONTRACT DOCUMENTS CONSIST OF THIS AGREEMENT, GENERAL CONDITIONS, CONSTRUCTION DOCUMENTS, SPECIFICATIONS, ALLOWANCES, FINISH SCHEDULES, CONSTRUCTION DRAWING DATED FEB. 24 201 2 PROVIDE BY CONTRACTOR (PERMIT NUMBER RC-2 -1 2 -31 8), INFORMATION DISCLOSURE STATEMENT, ALL ADDENDA ISSUED PRIOR TO EXECUTION OF THIS AGREEMENT AND ALL WRITTEN CHANGE ORDERS OR MODIFICATIONS ISSUED AND AGREED TO BY BOTH PARTIES. ALL DOCUMENTS NOTED HEREIN SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER. THESE CONTRACT DOCUMENTS REPRESENT THE ENTIRE AGREEMENT OF BOTH PARTIES AND SUPERSEDE ANY PRIOR ORAL OR WRITTEN AGREEMENT. SCOPE OF WORK ALL WORKS WILL BE IN ACCORDANCE WITH ALL APPLICABLE FLORIDA BUILDING CODES AND MANUFACTURER GUIDELINES. DIAZ & RUSSELL CORPORATION HAS HERETOFORE ENTERED INTO A CONTRACT WITH SAID OWNER TO: FURNISH AND INSTALL LABOR AND MATERIALS TO COMPLETE THE INTERIOR RENOVATION. PLEASE SEE ATTACHED BREAKDOWN DATE FEB. 24- 201 2). AND THE DETAIL ACTIVITIES: 1 . PROVIDE CONSTRUCTION DOCUMENTS ( PLANS, PERMITS FOR ALL TRADES). 2. FURNISH AND INSTALL DRYWALL WHERE APPLICABLE (BATHROOMS AND PARTIAL REPAIRS) 3. FURNISH AND INSTALL WALL COVERING CERAMIC TILE 1 2 X 12 4. FURNISH AND INSTALL NEW INTERIOR DOORS 5. FURNISH AND INSTALL NEW GARAGE DOOR 6. FURNISH AND INSTALL NEW TOILETS AND PLUMBING FIXTURES. 7. PROVIDE ALL DOOR HARDWARE 8. FURNISH AND INSTALL NEW AIR CONDITIONING SYSTEM 13 SEER EFFIC. 9. FURNISH AND INSTALL NEW ELECTRICAL PANEL AND ELECTRICAL CONNECTION WHERE APPLICABLE ACCORDING WITH DRAWING DATED FEB 24-2012. 1 0. INSTALL ALL LAMPS, ELECTRICAL FIXTURES, WATER HEATER, EXHAUST FANS, AND PLUMBING FIXTURES. NOTE: GRANITE , LAMPS, PAINT, LANDSCAPING AND UTILITY BILLS NO INCLUDED. TIME OF COMPLETION THE FOLLOWING DATES ARE CONSIDERED AFTER PROPOSAL ACCEPTANCE: 1 . APPROVAL FEB. 28-201 1 2. INITIATE CONSTRUCTION PROCESS FEB- 28-2011 3. THIS PROJECT IS SCHEDULED TO BE COMPLETED APPROXIMATELY WITHIN FORTY FIVE DAYS (45 WORKING DAYS), AFTER OBTAINING AN APPROVAL LETTER. HOWEVER, ANY CHANGE ORDERS MAY BE APPLICABLE. THE CONTRACT PRICE THE PURCHASE PRICE OF THE PROJECT SHALL BE SET AT THE SUM OF SIXTEEN THOUSAND EIGHT HUNDRED FORTY EIGHT AND TWENTY SEVEN CENTS, ($ 1 6,848.27), SUBJECT TO ADDITIONS PURSUANT TO AUTHORIZED WRITTEN CHANGE ORDERS AND ALLOWANCES. PROGRESS PAYMENTS THE FEE FOR THE SERVICES TO BE CONTRACTED IS SHOWING IN THE ATTACHMENT NUMBER TWO (2) 50 % INICIAL PAYMENT 35 % IN PROGRESS 15 % UPON WORK IS DONE AND ALL PERMITS CLOSE. DUTIES OF THE CONTRACTOR ALL WORK SHALL BE IN ACCORDANCE TO THE PROVISIONS OF THE PLANS AND SPECIFICATIONS. OWNER THE OWNER SHALL COMMUNICATE WITH SUBCONTRACTORS ONLY THROUGH THE MAIN CONTRACTOR ( DIAZ & RUSSELL CORP.) THE OWNER WILL NOT ASSUME ANY LIABILITY OR RESPONSIBILITY, NOR HAVE CONTROL OVER OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. CHANGE ORDERS AND FINISH SCHEDULES A CHANGE ORDER IS ANY CHANGE TO THE ORIGINAL PLANS AND /OR SPECIFICATIONS. ALL CHANGE ORDERS NEED TO BE AGREED UPON IN WRITING, INCLUDING COST, ADDITIONAL TIME CONSIDERATIONS, APPROXIMATE DATES WHEN THE WORK WILL BEGIN AND BE COMPLETED, A LEGAL DESCRIPTION OF THE LOCATION WHERE THE WORK WILL BE DONE AND SIGNED BY BOTH PARTIES. 50% OF THE COST OF EACH CHANGE ORDER WILL BE PAID PRIOR TO THE CHANGE, WITH THE FINAL 50% PAID UPON COMPLETION OF THE CHANGE ORDER. ADDITIONAL TIME NEEDED TO COMPLETE CHANGE ORDERS SHALL BE TAKEN INTO CONSIDERATION IN THE PROJECT COMPLETION DATE. ANY DELAYS OR CHANGES IN FINISH SELECTION SCHEDULES WILL DELAY THE PROJECTED COMPLETION DATE. INSURANCE THE CONTRACTOR WILL KEEP IN FORCE A LIABILITY INSURANCE POLICY ON THE SAID PROPERTY TO PROTECT BOTH OWNER'S AND CONTRACTOR'S INTERESTS UNTIL CONSTRUCTION IS COMPLETED. THE OWNER WILL PURCHASE AND MAINTAIN PROPERTY INSURANCE TO THE FULL AND INSURABLE VALUE OF THE PROJECT, IN CASE OF A FIRE, VANDALISM, MALICIOUS MISCHIEF OR OTHER INSTANCES THAT MAY OCCUR. CLEAN-UP CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING UP THE JOB ON A DAILY BASIS, INCLUDING ALL GENERATED CONSTRUCTION DEBRIS, DRINK CANS, FOOD WRAPPERS, AND /OR OTHER TRASH, TAXES AND PERMITS THE CONTRACTOR UNDERSTANDS AND AGREES THAT HE SHALL BE RESPONSIBLE FOR ALL TAXES, FEES AND EXPENSES IMPOSED DIRECTLY OR INDIRECTLY FOR ITS WORK, LABOR, MATERIAL AND SERVICES REQUIRED TO FULFILL THIS CONTRACT. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PERTAINING TO THE LAW, ORDINANCES AND REGULATIONS WHERE THE WORK IS PERFORMED. GENERAL PROVISIONS IF CONDITIONS ARE ENCOUNTERED AT THE CONSTRUCTION SITE WHICH ARE SUBSURFACE OR OTHERWISE CONCEALED PHYSICAL CONDITIONS OR UNKNOWN PHYSICAL CONDITIONS OF AN UNUSUAL NATURE, WHICH DIFFER NATURALLY FROM THOSE ORDINARILY FOUND TO EXIST AND GENERALLY RECOGNIZED AS INHERENT IN CONSTRUCTION ACTIVITIES, THE OWNER WILL PROMPTLY INVESTIGATE SUCH CONDITIONS AND, IF THEY DIFFER MATERIALLY AND CAUSE AN INCREASE OR DECREASE IN THE CONTRACTOR'S COST OF, AND /OR TIME REQUIRED FOR, PERFORMANCE OF ANY PART OF THE WORK, WILL NEGOTIATE WITH THE CONTRACTOR AN EQUITABLE ADJUSTMENT IN THE CONTRACT SUM, CONTRACT TIME OR BOTH. RELATIONSHIP OF BOTH PARTIES THE CONTRACTOR ACCEPTS THE RELATIONSHIP DF TRUST AND CONFIDENCE ESTABLISHED BY THIS AGREEMENT AND COVENANTS WITH THE OWNER TO COOPERATE WITH THE OWNER AND UTILIZE THE CONTRACTORS BEST SKILL, EFFORTS AND JUDGMENT IN FURTHERING THE INTERESTS OF THE OWNER; TO FURNISH EFFICIENT BUSINESS ADMINISTRATION AND SUPERVISION; TO MAKE BEST EFFORTS TO FURNISH AT ALL TIMES AN ADEQUATE SUPPLY OF WORKERS AND MATERIALS, AND TO PERFORM THE WORK IN THE BEST WAY AND MOST EXPEDITIOUS AND ECONOMICAL MANNER CONSISTENT WITH THE INTERESTS OF THE OWNER. THE OWNER AGREES TO EXERCISE BEST EFFORTS TO ENABLE THE CONTRACTOR TO PERFORM THE WORK IN THE BEST WAY AND MOST EXPEDITIOUS MANNER BY FURNISHING AND APPROVING IN A TIMELY WAY INFORMATION REQUIRED BY THE CONTRACTOR AND MAKING PAYMENTS TO THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. UNKNOWN CONDITIONS IF CONDITIONS ARE ENCOUNTERED AT THE SITE WHICH ARE: (1) SUBSURFACE OR OTHERWISE CONCEALED PHYSICAL CONDITIONS WHICH DIFFER MATERIALLY FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS. (2) UNKNOWN PHYSICAL CONDITIONS OF AN UNUSUAL NATURE, WHICH DIFFER MATERIALLY FROM THOSE ORDINARILY FOUND TO EXIST AND GENERALLY RECOGNIZED AS INHERENT IN CONSTRUCTION ACTIVITIES OF THE CHARACTER PROVIDED FOR IN THE CONSTRUCTION DOCUMENTS, THEN NOTICE BY THE OBSERVING PARTY SHALL BE GIVEN TO THE OTHER PARTY PROMPTLY BEFORE CONDITIONS ARE DISTURBED AND IN NO EVENT LATER THAN 21 DAYS AFTER THE FIRST OBSERVANCE OF THE CONDITIONS. THE OWNER WILL PROMPTLY INVESTIGATE SUCH CONDITIONS AND WILL NEGOTIATE WITH THE CONTRACTOR AN EQUITABLE ADJUSTMENT IN THE CONTRACT SUM, CONTRACT TIME OR BOTH. IF ADVERSE WEATHER CONDITIONS ARE THE BASIS FOR A CLAIM FOR ADDITIONAL TIME, SUCH CLAIM SHALL BE DOCUMENTED BY DATA SUBSTANTIATING THAT WEATHER CONDITIONS WERE ABNORMAL FOR THE PERIOD OF TIME AND COULD NOT HAVE BEEN REASONABLY ANTICIPATED, AND THAT WEATHER CONDITIONS HAS AN ADVERSE EFFECT ON THE SCHEDULED CONSTRUCTION. CHANGES IN THE WORK A CHANGE ORDER IS A WRITTEN ORDER SIGNED BY THE OWNER AND THE CONTRACTOR, AND ISSUED AFTER EXECUTION DF THE CONTRACT, AUTHORIZING A CHANGE IN THE WORK OR ADJUSTMENT IN THE CONTRACT SUM OR CONTRACT TIME. THE CONTRACT SUM AND TIME CAN ONLY BE MODIFIED BY A WRITTEN CHANGE ORDER. WARRANTY AT THE COMPLETION OF THIS PROJECT, CONTRACTOR SHALL EXECUTE AN INSTRUMENT TO OWNER WARRANTING THE PROJECT FOR (1 YEAR) AGAINST DEFECTS IN WORKMANSHIP DR MATERIALS UTILIZED. ARBITRATION OF DISPUTES ANY CONTROVERSY DR CLAIM ARISING OUT OF DR RELATING TO THIS CONTRACT, OR THE BREACH THEREOF, SHALL BE SETTLED BY ARBITRATION ADMINISTERED BY THE AMERICAN ARBITRATION ASSOCIATION UNDER ITS CONSTRUCTION INDUSTRY ARBITRATION RULES, AND JUDGMENT ON THE AWARD RENDERED BY THE ARBITRATOR(S) MAY BE ENTERED IN ANY COURT HAVING JURISDICTION THEREOF. CHAPTER 558, FLORIDA STATUTES. CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR PROPERTY SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS AGREEMENT, A WRITTEN NOTICE REFERRING TO CHAPTER 558 OF ANY CONSTRUCTION CONDITION YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES ANY PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST B MET AND FOLLOWED TO PROTECT YOUR INTERESTS. NELSON RICARDCI'DIAZ PRESIDENT PROVID " E INVERSMENT OWNER Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: Date: 3-- Li4 2— Permit #: KC Z �� Plumbing Critique Sheet rbul, /et- P16 ptr Review Completed by: Rafael Hernandez Chief Plumbing Inspector Permit No: 12-411 Job Name: March 22, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide wind load design criteria for the new windows and doors. 2) Provide design wind Toads for the new windows and doors. 3) Provide the product approvals for the new windows and doors reviewed and signed approved by the designer of record. 4) Provide the product approvals for the new shutters reviewed and signed approved by the designer of record. 5) Identify the level of alteration per FBC Ex. 6) The plans state see photos but no photos were provided. 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 - 762 -4859 - t'012 .50591 03/22/2012 12:19 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT *s* * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2363 RECIPIENT ADDRESS 93058925059 DESTINATION ID ST. TIME 03/22 12:18 TIME USE 00'17 PAGES SENT 1 RESULT OK Permit No: 12-411 Job Name: March 22, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 `` Building Critique Sheet � 1) Provide wind load design criteria for the new windows and doors. 2) Provide design wind loads for the new windows and doors. �Ij Provide the product approvals for the new windows and doors reviewed and signed approved by the designer of record. 4) Provide the product approvals for the new shutters reviewed and signed approved by the designer of record. 5) Identify the level of alteration per FBC Ex. 6) The plans state see photos but no photos were provided. 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 - 762 -4859 3(9S X12 •sDai "ASCE705W.xls" Program Version 1.0 Job Name: WIND LOADING ANALYSIS -Wall Components and Cladd#ng Per ASCE 7 -05 Code for Buildings of Any Height Using Method 2: Analytical Procedure (Section 6.5) Subject Interior renovations Garage door Job Number. 55 NW 92 St. Miami Shores Originator. EO I Checker Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (YIN) Component Name = Effective Area, Ae = 146 C 10.00 9.00 f 34.00 40.00 Monosiope 1.00 .0.85 Y Wall _. 88 mph (Wind Map, Figure 6 -1) (Table 1 -1 Occupancy Category) (Sect. 6.5.6) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) (Gable or Monoslope) (Sect. 6.5.7 & Figure 6-4) (Table 6-4) (Sect. 6.2 & Figure 6 -5) (Girt, Siding, Wall, or Fastener) ft. ^2 (Area Tributary to C &C) Resulting Parameters and Coefficients: Roof Angle, 8 = Mean Roof Ht, h = 1.68 9.00 deg. ft. (h = he, for roof angle < =10 deg.) L Plan hr I Wall External Pressure Coefficients, GCp: GCp Zone 4 Pos. = 0.75 (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) GCp Zone 5 Pos. = 0.75 (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) GCp Zone 4 Neg. = (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) GCp Zone 5 Neg. = -0.-0.84 96 (Fig. 6 -11A, GCp is reduced by 10% for roof angle < =10 deg. ) Positive & Negative Internal Pressure Coefficients, GCpi (Figure 6-5): +GCpi Coef. = 0.18 (positive internal pressure) -GCpi Coef. = -0.18 (negative internal pressure) If z <= 15 then: Kz = 2.01 *(15 /zg) ^(2/a) , If z > 15 then: Kz = 2.01 *(z/zg) ^(2/a; (Table 6 -3, Case la) a = 9.50 (Table 6 -2) �� 900 �w (Table 6 -2) (Kh = Kz evaluated at z = h) 1.00 (Table 6 -1) (Importance fa zg = Kh = I= Velocity Pressure: qz = 0.00256 *Kz *Kzt *Kd*V ^2 *I (Sect 6.5. 6f E9,.l qh = 39.37 psf qh = 0.00256 *KhlKzt *K at z = h) Design Net External Wind Pressures (Sect. 6.5.12.4): For h <= 60 ft.: p = qh *((GCp) - ( + /- GCpi)) (psf) For h > 60 ft.: p = q *(GCp) - qi *( + / -GCpi) (psf) where: q = qz for windward walls, q = qh for leeward walls and side walls qi = qh for all walls (conservatively assumed per Sect. 6.5.12.4.2) 1 of 3 3/29/2012 11:59 AM "ASCE705W.xls" Program Version 1.0 Wind Load Tabulation for all Components & Cladding Component Wail For z- hr: For z = he: For z =h: qh (psf) p = Net Design Pressures (psf) Zone 4 ( +) Zone 4 ( -) Zone 5 ( +) Zone 5 ( -) 0 0.85 39.37 10.00 0.85 39.37 36.61 - 40.16 36.61 36.61 -40.16 36.61 9.00 0.85 39.37 36.61 -40.16 9.00 0.85 39.37 36.61 -40.16 -44.88 - 44.88 36.61 -44.88 36.61 -44.88 Notes: 1. ( +) and ( -) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 5 (end zones), 'a' = I 3.40 Ift. 3. Per Code Section 6.1.4.2, the minimum wind Toad for C &C shall not be less than 10 psf. 4. References : a. ASCE 7 -02, "Minimum Design Loads for Buildings and Other Structures ". b. "Guide to the Use of the Wind Load Provisions of ASCE 7 -02" by: Kishor C. Mehta and James M. Delahay (2004). 2 of 3 3/29/2012 11:59 AM "ASCE705W.xls" Program Version 1.0 Wall Components and Cladding: Wail Zones for Buildings with h <= 60 ft. WALL ELEVATION Wall Zones for Buildings with h > 60 ft. 3 of 3 3/29/2012 11:59 AM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buldingcode 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: Single -Car Steel Pan Garage Door with Impact Lites APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated 10/23/06, with last revision dated 11/14/07, sheet 1 of 1, 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. 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 test 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 30,600 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 revises NOA # 06- 1107.02 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07- 1120.06 Expiration Date: February 21.2012 Approval Date: January 3, 2008 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated 10/23/06, with last revision dated 11/14/07, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus, per ASTM G 155, Test Report No. HETI- 06 -A002, prepared by Hurricane Engineering and Testing, Inc, dated 11/08/06, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports No. HETI- 06 -T566 and HETI- 06 -T634, prepared by Hurricane Engineering and Testing, Inc., dated 07/14/06 and 11/08/06, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test report on Self - Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 635) and Smoke Density (ASTM D 2843), Test Report No. ETC -06- 1024-17496.0, dated 05/26/06, signed and sealed by Joseph L. Doldan, P.E. (Evidence Submitted under NOA # 064107.02) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 2) Large Missile Impact Test per FBC, TAS 201 3) Cyclic Wind Pressure Loading per FBC, TAS 203 along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door, Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01 -07, dated 11/05/07, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/06, signed and sealed by Scott Hamiton, P.E. (Evidence Submitted under NOA # 064107.02) D. MATERIAL CERTIFICATIONS 1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No: HETI- 06 -T596, T597 and T598, dated 08 /24/06, signed by Rafael E. Droz -Seda, P.E. 2. Salt Spray Exposure Test Report No. 30160- 04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E. E. STATEMENTS 1. Code Compliance letter issued by Clopay Building Products Company, dated 12/13/06, signed and sealed by Scott Hamilton, P.E. 2. No interest letter issued by Clopay Building Products Company, dated 10/26/06, signed and sealed by Scott Hamilton, P.E. (Evidence Submitted under NOA # 06- 1107.02) E -1 Carlos M. Utrera, P.E. roduct Control Examiner NOA No 07- 1120.06 Expiration Date: February 21, 2012 Approval Date: January 3, 2008 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26a` Avenue Opa- Locka, Florida 33054 rRECEI MAR 3 0 2918 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLBR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.B., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Expiration Date: NOA No. 007-03812170. 013 it // / Approval Date: 11/0112007 0 i( Zod7 Page 1 Florida Storm Panels., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared b y Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 r 8531 WMLME5D Peer. TO PAN®. SPAN: TOP MODE (COI TYPE AS 1.13012) TYP. SECEDES. V,.70 w e4• 55. STUD a 125•,]--1`1 TYP. I��• O STOW PANEL 0.150' 34 0.125' TYP. 100 MIL 1 5.000 MAX. © STUDDED ANGLE ® BUILDCUTIGLOSURE ANGLE GENERAL NOTES: 1. 1115 SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT, TAB 202 FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING, 2. NO 3331: INCREASE M ALLO11401 F STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN 143383335 TO BE USED WITH THESE DRAWINGS SHALL BE DETERUNED BT OTHERS ON A JOB - SPECIFIC BASIS M ACCORDANCE 44191 THE GOVERNING CODE WHEN ASCE 1 -38 IS USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT, THE USE OF A DIRF-CTIONALITY FACTOR Kd.055 IS ALLOWED. 4. 14.E SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGG1615K00 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY 114E ADEQUACY OF THE EXISTING STRICTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 2232 STEEL (GALVANIZED TACKINESS t.0029' MIN) CONFORMING TO ASTM A653. STRUCTURAL QUALITY. GRADE S0. G80 GALV. COATING WITH A 1181 F9.33.0 K51. ALL 13X17 85348 544411 BE 6063.36 ALUMINUM ALLOY. LINO. 1. PANELS SHALL BE PERMANENTLY LABELED WTH A MINIMUM OF ONE MARK8G PER PANEL AS FOLLOWS, FLORIDA STORM PAnEL5, INC. OP4- L00<4, FLORIDA MIAMI -PAPE cowry PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOW ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTG). OF MIAMI. FL, TEST REPORT No. 02 -041. 10. TOP + BOTTOM DETAILS SH10111N MAY BE INTERCHANGED AS FELD CONDIT70N8 DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY (HERE APPLICABLE- EXCEPT FOR MOUNTING 604043098 INCLUDING 14' OR U' HEADERS. (. ALL BOLTS 2 WASHERS SHALL 83 Z1NC COATED, GALVANIZED OR STAINLESS STEEL WITH A MWIMWI TENSILE STRENGTH OF 60 4384. 2 ^'M READER O u HEADER ® BUILD -OUT 5• TRACK (t •0.0516' rGALV STEEL. I GRADE 501 5000'MAX- O J -PAN CLOSURE 0350• -ry 0t58�Sml0finl� l+ +0.050' 0250• 01365' ®UTASMERED 1MYN11T (041143 3 ALLOY) 2.06)■ 0.063' r.06 30)55' R0301' t • 0015' MIN. II ) KEYHOLE WASHER rea 44212E SD 11440 1040 44042125 . c4ix -I20 0.093• {-•11331'-.1 1•0•- --i1 -- 0.093• O TOP •H• TRACK I4 BOTTOM •H• TRACK O TOP L• TRACK '4 -20 58. SIDEWALK OR MACHINE BOLT + WASHERED 5510445 24' 0C. TYP. ' / /334808 WINDOW O'F' TRACK 4000' r OJT; 'r 0063' TYP O HEADER END CAP 1931' 0063' 0063'{ `0126' 0043' -I yA 1 0083' -I4.- I { 6313' 0053' ® 507781 'N TRACK MAX. \\ / \� 02S' 15 GA GALV. STEEL BENT PLATE (00415' Bn 114V OR r■ra325' 6063 -16 ALUM ANGLE 4' MAX 1.000• OVERLAP OCORNIER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO I3 TIMES IMILD -OUT DISTANCE (200) PBC SECT. 3413.13) r-025' MAX MILD-0.M DISTANCE EXIST. CONC. HOLLOW BLOCK OR 40012 FRAMING. 81- 453NG CONCRETE HOLLOW BLOCK OR WOOD FRAMING OWALL MOUNT CLOSURE DETAIL N.T5. BOTrar NOUNS MOM TYPE AS Par>) OTYPICAL MOUNT ELEVATION Ns4 TOP MOMS CON• TYPE A8 RED.D) lIh ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 11 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. EXISTING CONCRETE, HOLLOW MOCK OR MOOD 50511 3 ALUM. 41-84.3 pe OR .1-PAN CLOSURE PIECE IJ (SEE DET4L5 ABOVE). LEG DIRECTION MAY BE REVERSED 34515IER • 5' O.C. FOR DESIGN LOADS LESS THAN OR EQJAI. TO 8ipol (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE 4N0.1.044). FOR DESIGN LOADS GREATER THAN Sipe(. USE ALUM ANGLE CLOSINE PIECE ONLY WITH ANCHORS 0 I0' 0.0 OBUILD -OUT MOUNT CLOSURE DETAIL NT5. 1000' O 2.00' MIN OVERLAP \ P/ MINMW1 FASTENER a B' O.C. POR DESIGN LOADS 4/� /�f -T LESS THAN OR 544)41 TO 01p4( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE 4440103). FOR DESIGN LOADS GREATER 100' THAN 51p0T. USE ALUM ANGLE 010.410 EMBED PIECE ONLY WITH ANCHORS 2 I0. cc. OTRAP MOUNT CLOSURE DETAIL NTS. LAST PONE. TYPICAL BEFORE PAS OESTRICED.1 OVEPLAP 00110130231 CON! TYPE 45 REDD) Tso• 1.44f Ile 0 / M, uP . X MM. MK EOM DISC. P4N51 ABOVE OBSTRICTIGI D 111:4 4 TYP. PANEL OVERLAP OPEC:NAL 14 -20 5TI204 BOLUS 5011-4041450.400 554344415 (4510NED • OVERLAPS • NID5PAN (t5E APPRLPRIATE SPAN CABLE) © TYPICAL MOAT ELEVATION AROUND OBSIR1CT10N -tot 3 V•5..- fir is Rti F3:i "1 -1143 025' M4X Approved as complying with the OI f2o02 NOM n 9.se• 4' 7- Attend Did' Product COMA JA FRANK L 001444 DO, PE. '11350 %Sa9 U Z ill w Q <ct) D-- ®z0 n1 ® 0 .1 LL 433318 ON8 01-612 IPTION DATE .7.1.4114 C4:4141444713 WADS =5, CL • $Y, vela. EB21/ E7L1 5 065 SHEET: 1 OF 4 W EMBED $2 COM4EOTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX SNAGS* SHORT LEG MAY BE REVERSED TOWARDS 4445 OPENING SO 028• 8MBTING GLAZING '14 TEK SCREW OR V -20 MACHINE SCREW < NUT • W' 0C. art= ALL Set. CONVECTIONS READ SEPARATION 50011 GLASS (REF. TABLE T2) ' oa .o 0500' EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANONOR SCHEDULE T3 BASED ON TYPE GP STRUCTURE) U4 -20x3' 65. C2c52t2 750 TYPE (140488 SCI8W REFERENCE ANCHOR • (29' 00. OPTIONAL BUILDOUT M0.WTMG CONFIGURATIONS (AT HEADER OR 541.) SCHEDULE T3 FOR MAXIIIReaver EXISTING CONCRETE. SPACNG cloomplyitesdathogiathi W000 FRAMING. SEE Sedan a� Cale ANCHOR SCHED. BASED 'e"t' ., a TYPE OF STRIOIU0 41411201/2 MIS '�['� 13 -t4 Q:0Y.1ivi EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 662 A NC1OR 6CHED. BASED ON TYPE OF STRUCTURE. OMILD -OUT MOUNT SECTION .ua O1 OOME0TION TYPE 4408085 TO BE AT IZ3' OR 625' CC. (REFER ANCHOR SCHEDULE 13 FOR Max. 6P8CPG). USE REMOVABLE ANCHORS ONLY EDGE DIST. EXISTING GLAZING READ SEPARATION FROM GLASS (REP. TABLE 721 EXISTING CLNC0TE. HOLLOW BLOCK OR MOOD FRAMING. SEE ANCHOR BONED. BASEL ON TYPE OF STRICTURE • 20 x Tai SS. MACHINE SCREWS a W5' O.C. CI AN TYPE 60. REFERENCE ANCHOR MAX SPACING IN 13 FOR MAX SP4CWK. OF' TRACK/DIFECT (MOUNT SECTION xTa MAXIMUM ALLOWABLE SPAN SCHEDULE Load W (Ps) No Stitch Botts L (ft) Stitch Bolts At Midspan L (ft) 25 10 -T 10' -T 30 10' -5' 10 -5" 35 10 - 0' 10 - 0" 39 9- 9" 9' - 9" 40 9'- 8° 9'- 8" 45 9'- 4° 9'- 5" 49 6 - 11' 9' - 3" 50 8' - 10' 9" - 2" 55 8 - 5" 6 - 11' 58 8 -2° 6 -10" 80 6 - 1° 0- 9" 85 T - 9" 8 - 3" 70 T - 6" T - 8° 72 T -4 T -6" 75 T- 2" T- 2" 80 6 - 9° 6 - 9" 90 - 6 -0° 6 -0" 100 5 -4' 5 -4" 110 4' -10' 4' -10" 120 4' -6" 4' -6" 130 4' -1" 4' -1° SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WI'M NEGATIVE 05410N LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EGUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. E R XISTMG WOOD TL5SE5 • 20 00. M4x MINIMUM SEPARATION FROM GLASS SCHEDULE Positive Load Span Less Than: Separation (inches) at < =30' Separation (inches) at >30' 6 - 0" 2.75" 122" 30 8' - 8" 2.75' 1.94" 10 - 5° 3.00" 3.00" 6 - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6 - 0" 2.75" 129" 40 6 - 8" 2.75" 226" 9' - 8° 3.00" 3.00" 6 - 0" 2.75° 1.32" 45 8' - 8" 2.75" 2.41" 9'- 4" 2.92" 2.92" 6 - 0" 2.75° 136° 8' - 10" 2.75° 2.73" 60 6 - 0" 2.75° 1.43" 6 - 1" 2.75" 2.44" 70 6 - 0" 2.75" 1.51" T - 6" 2.75 2.24 TABLE T2 NOTES: L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO Dt I64211NE MINIMUM ALLOVABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTEI.It1/. SCHEEXJLE I5 REQUITED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. LEG DIR MAY BE REVERSED OCEILING/FLOOR MOUNT SECTION ra EXISTING GLAZING READ SEP4RN FROM CHESS ATIO 1A (REF, TABLE T2) O TRUSS T0OMT SECTION a EXISTING CONCRETE. HOLLOW BL.Ot71 OR 1000 FRAMING. SEE ANCHOR 80450. BASED ON TYPE OF STRUCTURE. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS 040408 W/ (3) 1i x2' EMBED LAG SCREWS • EACH TRUSS (24.014 MAX) 0113'•00418' MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE IW CENTER LAG (AS 055015860 ABOVE) • TRUSSES 4 "4 8MS TO PLATE a 6' O.C. BETWEEN TRUSSES Lawx " 0'-0' (MAX SPAN) MAX DESIGN 104D ' !60 per ALUM OR GALA/ STEEL SPACER AS RECD. EXISTING GLAZING ©OFFSET WALL MOUNT SECTION Ta 0 C TYPE ANONORS 0R3 70 B B E AT E3' OR 6312 OC. (FENCE ANCHOR WHEDULE T3 FOR MAX SPACING). USE 4004188(.6 ANCHORS ONLY EXTERIOR WALL FINISH, PROTR)DMG FROM MOUNTING SURFACE • W Q 0_ fY 2O T� MIA W RES/1510245 DESCRIPTION PATE BYI CL DUG •: 02 -868 -1I SHEET: 2 OF 4 r t OPTIONAL INTERIOF MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR MOOD FRAMING. SEE ANCHOR (COPT>1 MOOED ON TYPE OF 5Tg1COIRE L.l tZINEOTION T7PE REFERENCE ANON R SCHEDULE 14 FOR MAX SPACPIG EXISTNG EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRICTURE LEG MAY BE BENT TO 30das MAX EXISTING GLAZING I 5. C COMJTYPE REP. ANCHOR SCREE. T4 FOR MAX. SPACING REOD GLASS SEP. DIST, (SEE TABLE 12 FOR MINIMUM) READER/SILL MOUNT SECTION *RAP MaNT Tw400504 uat.e. PTO. LEG MAY BE SENT TO 3041®0 MAX v lid l ° r fr EDGE I 4 DIST �� CI CaaErnau TTFE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING O i CEILING/FLOOR MOUNT SECTION TRACKS.Krd PENETRATION OR EMBED. w• REDID GLASS 5EP. DIST. (SEE TABLE 12 FOR MINIMUM EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE A4CNOR SCHED. BASED ON TYPE CF STRUCTURE EXISTNG CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SG- PC.545ED ON TYPE Gp STRICTURE. (:5 CCAWECTICN TYPE REFERENCE 4NCNOR SCHEDULE T4 FOR MAX SPACING 0500. EXISTING GLAZING O P DIRECT WALL MOUNT SECTION . m OM. WALL MaNr POST . PUPR 9•(Nrd O HEADER TRACK ISOMETRIC RAM NM CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) r(2P . 9 5 ANGLE ® 9710 END W/ (2) 'IA WO TO TRACK TOP 17• -TRACK OR TOP VT-TRACK ( FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) (I) HEADER END CAP F END W/ (2) 94 5M5 TO TRACK 110.30• PEIRFOR4TION5 AT MID6PAN FOR USE OPEN REMOVABLE HAI-IDLE AND /OR PLASTIC KNOBS OPTIONAL. TI)G 4015 BOTTOM 11• TRACK OR BOTTOM •U• TRACK (FASTEN TO STRICTURE PER DETAILS M. N 10 TO LET) OBOTTOM SIL TRACK ISOMETRIC RAK Kid Approved as complyylasvN the Date All e, Is a00o3 NOAN — r Q•7 Florida A ADJACENT PANEL TYP 12S• COVERAGE '1'- HEADER OP, PER DETAIL LAST PANEL MOUNTED FRCf1 INSIDE OF BLDG ADJACENT PlIODQ•�a PANEL STTIMIP105551d1 go No 07- 0617.03 TYPICAL OVERLAP OPTION A: (3) IA• ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL. FASTEN EACH PANEL ADJACENT TO LAST PANEL F BOTT0t1 W/ (2) ELCO #41151U1ATE5 d (I) POU5RS CALK -IN. ALTERNATIVELY, USE (3) P.ANELMATE5 AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. - r�< (2)'4 -205$. STITCH BOLTS W/ WNGNUT5 EACH SIDE OF (2) Ira' ELCO LAST PANEL PANELMATE5 AT BOTTOM OF ADJACENT PANELS OPT. A4 2'12' MAX NOTCH N LAST PANEL ARQAOD WNGNUT ODIRECT WALL MOUNT EXTERIOR ELEVATION 5 eorrai PPP, um1. naNT ITSP. GSM, v). NTa 0T , (I)'4 -20 POJIERS CALK -N, CLOSEST TO LAST PANEL (NO NOTCH REOD) REVISIONS DESCRIPTION SGRJ @ WV. 3' . I• (UNA) D FIT r FL5 DWG 8 02- 865 -Ill SHEET: 3 OF 4 I 5" T3ANCHOR SPACING SCHEDULE HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 6.4" 14.6" 5.0" 132" 39 12.5" 25" EDGE DISTANCE 16.0" 15.8" 12.5" 15.5" ANCHOR LOAD (psf) SPANS TO 01 UP 5.50 CONN TYPE ft C4 SPANS TO 01 UP 8.67 CONN 'TYPE ft C4 SPANS TO 01 UP 10.67 CONN TYPE ft C4 C2 C3 C2 C3 02 C3 ICONCRETE 1/4" x 1- 374" EMBED 39 12.5" 16.0" 16.0° 16.0" 12.5" 16.0" 16.0" 18.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4° 10.7" (MN 3320 PSI CONC) 58 12.5" 160" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Thep Ob) = 483.00 72 12.5" 16.0" 13.0" 14.3" 125" 16.0" 8.0" 10.3" 12.5" 18.0" 8.0" 10.3" Vcap 55) = 475.00 130 12.5" 16.0" 8.0" 113" 125" 16.0" 60" 10.3" 12.5" 16.0° 8.0" 10.3" 1/4"x778' EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 152° 15.0" 12.5" 16.0' 10.6" 12.1" ALL-POINTS SOUD.8ET 49 12.5" 16.0" 16.0" 16.0" 125" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5' LEAD SHIELD ANCHOR * 58 12.5" 16.0' 16.0" 16.0" 12.5" 16.0" 7.9° 9.9" 12.5" 16.0" 7.1" 9.2° Tcap Ob) = 428 72 12.5" 16.0" 11.5" 12.7" 125' 16.0" 7.1" 9.2" 12.5° 16.0° 7.1" 9.2° Vcap (lb) = 429 130 12.5" 16.0" 7.1" 9.2" 125" 16.0° 7.1" 9.2" 12.5" 16.0° 7.1" 92' 1 /4° x2" EMBED 39 12.5" 16.0" 16.0" 160" 12.5° 16.0" 13.3" 15.7" 12.5" 16.0" 9.2° 12.6" ELCO PANELMATE 49 125" 16.0" 16.0" 16.0° 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 125" 16.0° 6.9" 10.4" 12.5" 16.0" 62" 9.6" Tcap (lb) = 37200 72 12.5" 16.0" 10.0" 13.3" 125" 160" 6.2" 9.6" 12.5" 160" 62" 9.6" Vcap 55) = 565.00 130 12.5" 16.0" 6.2" 9.6" 125" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6' HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 6.4" 14.6" 5.0" 132" 39 12.5" 16.0" 16.0" 15.8" 12.5" 15.5" 7.8" 9.9" 125" 12.6" 5.4" 7.9" ELCO TAPCON 12.8" 49 12.5" 16.0" 12.7" 12.5" 6.25" 123" 5.2" 7.7" 6.25" 10.0" 3.8" 6.2° 3.8" 12.5" 58 12.5" 16.0" 8.7" 10.5" 625" 10.4" 4.0" 6.5° 6.25" 9.7" 3.6" 6.0° Tcap (lb). 218.00 16.0" 72 12.5" 13.2" 5.9" 8.3" 625° 9.7" 3.6° 6.0" 6.25" 9.7" 3.6" 6.0" Vcap 95) = 398.00 6.0" 130 6.25" 9.7" 3.6" 6.0° 625' 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 -x7/8" EMBED 12.9" 39 12.5" 16.0" 16.0" 16.0' 125' 16.0" 12.7" 10.3" 12.5" 16.0° 8.8" 8.3" ALL-POINTS SOUD -SET 49 49 12.5" 160° 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 160" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4° Tcap 9b) = 358 14.2" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9° 6.4" 12.5" 15.9" 5.9" 6.4" Vcap 95) = 249 3.9" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9° 6.4" 1/4" x 1 -1/4" EMBED 13.0" 39 12.5" 16.0" 16.0" 122" 12.5° 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 62° ELCO PANELMATE 12.5" 49 12.5" 16.0" 11.9" 9.7" 625" 11.6" 4.9" 6.0° 625" 9.4" 3.6" 4.9" 11.1" * 58 12.5" 15.4" 82" 8.1° 6.25" 9.8" 3.8° 5.1" 6.25" 9.1" 3.4" 4.7" Tcap 55) = 204.75 625" 72 6.25" 12.4° 5.5" 6.5" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" VCaP Ob) = 233.50 3.8" 5.0" 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25° 9.1" 3.4° 4.7" ANCHOR NOTES: I. SPANS AND LOADS 04105N HERE ARE FOR DETER`1MMG ANCHOR 5PACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 51101L31 IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 11'). 2 ENTER AI461-109 SCHEDULE BASED ON THE EXISTING STRICTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. 2.14EFE EXISTING STRUCTURE I5 WOOD FRAMING, EXI5TNG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE5. ANCHOR SPACING: SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x1-1/4" EMBED 39 ELCO TAPCON 45 55 Tcap (lb) = 218.00 65 Vcap (lb) = 388.00 72 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 6.4" 14.6" 5.0" 132" 2.6' EDGE DIST. T 9.7" / / 9.T 0.75" EDGE DISTANCE ANCHOR LOAD (psf) WOOD 1/4° x 2" THREAD 39 125" 16.0" 16.0" 7.5" 125" 16.0° 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0° 6.3" 3.1" 16.0" 58 12.5" 160" 14.4" 5.1" 125" 16.0" 6.6" 32" 12.5" 16.0" 6.0" ALL- POINTS SOUDSET Tcap Ob) = 359.53 72 12.5" 16.0" 9.6" 4.1" 125" 16.0" 6.0" 6.6" 12.5" 16.0" 6.0" 126" Vcap (m) = 82.97 130 12.5" 16.0" 6.0" 9.8" 125" 18.0" 6.0" 1/4" x 2" EMBED 12.5" 16.0" 6.0" 12.9" 414 x 1 -12" THREAD 39 12.5" 160" 16.0" 7.7" 12.5" 16.0' 8.3" 4.8" 125" 13.5" 5.8" 3.9" PENETR WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 125" 13.2" 5.6" 3.8" 625" 10.7" 4.1° 3.1" 4.6" 58 12.5" 16.0° 9.3" 5.1" 625" 11.2" 4.3" 32' 6.25" 1114" 3.9" Thep (lb) = 234.00 72 12.5" 14.2" 8.3" 4.1" 625" 10.4° 3.9" ' - ' 625" 10.4" 3.9" M Vcap Ob) = 96.74 130 6.25" 10.4" 3.9" / 625" 10.4" 3.9" ' 6.25" 10.4° 3.9" 4 7/16°x5B"EMBED 39 12.5" 16.0' 16.0" 13.0" 125' 16.0" 8.3" , 8.1" 125" 13.4' 5.7° 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3' 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/4.20 SCREW * 58 12.5" 16.0" 9.2" 8.7° 625" 11.1" 4.3" 5.4" 625" 10.3" 3.8" 5.0" Tcap (9+) = 231.50 72 12.5" 14.0" 62" 6.9" 6.25" 10.3° 3.8" 5.0" 625" 10.3" 3.5" 5.0" Vcap (b) = 232.50 130 6.25" 10.3" 3.8" 5.0" 625" 10.3° 3.8" 5.0" 625" 103" 3.8" 5.0" ANCHOR NOTES: I. SPANS AND LOADS 04105N HERE ARE FOR DETER`1MMG ANCHOR 5PACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 51101L31 IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 11'). 2 ENTER AI461-109 SCHEDULE BASED ON THE EXISTING STRICTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. 2.14EFE EXISTING STRUCTURE I5 WOOD FRAMING, EXI5TNG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE5. ANCHOR SPACING: SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) IHOLLOW CONC BLOCK 1/4" x1-1/4" EMBED 39 ELCO TAPCON 45 55 Tcap (lb) = 218.00 65 Vcap (lb) = 388.00 72 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 6.4" 14.6" 5.0" 132" 2.6' EDGE DIST. T 9.7" / / 9.T • iis ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONNTYP9 SPANS UP TO 8.67 ft CONNTYP9 05 C6 05 C6 CONCRETE 1/4° x 1 -3/4" EMBED 39 16.0" 16.0" 16.0' 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0° Tcap (lb). 483.00 65 142" 16.0' 6.0" 16.0" Vcap Ob) = 475.00 72 11.0" 16.0" 6.0" 16.0° 1/4"x718' EMBED 39 16.0" 16.0" 14.8" 16.0" ALL- POINTS SOUDSET 45 16.0" 16.0" 10.1" 16.0° LEAD SHIELD ANCHOR 5 55 16.0" 16.0" 6.6" 16.0" Tcap ow .4213 65 126" 16.0" 5.3° 16.0° Vcap (lb) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0° (1N 3350 PSI CONC) 5 55 16.0" 16.0" 5.8° 160" Trap (lb) = 37200 65 11.0" 16.0" 4.6" 16.0" Vcap (lb). 565.00. 72 8.5" 16.0" 4.6° 16.0° IHOLLOW CONC BLOCK 1/4" x1-1/4" EMBED 39 ELCO TAPCON 45 55 Tcap (lb) = 218.00 65 Vcap (lb) = 388.00 72 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 6.4" 14.6" 5.0" 132" 7.5" 15.5" 5.2" 13.4" 3.4" 11.0" T 9.7" / / 9.T 1 /4'x718' EMBED 39 ALL - POINTS SOLID-SET 45 16.0" 16.0" 16.0" 16.0" 124" 18.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0° 16.0" 5.5" 16.0° Trap Ob) = 358 85 10.5" 16.0" 4.4" 15.9" Vcap Ob) = 249 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1-1f4" EMBED 39 16.0" 16.0° 7.1" 14.5° ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" * 55 10.3" 16.0" 32" 10.3" Tcap (lb) = 204.75 65 6.0' 13.7" " 9.1" Vcap OW= 233.50 72 4.7" 12.4" ,/,// 9.1" 129" 92" 0.75" EDGE DISTANCE 8.0" 1/4" x 2" THREAD 39 16.0" 16.0" 12.4" 16.0" 11.6" PENETR. LAG SCREW 45 16.0" 16.0" 8.5" 16.0° F 55 16.0" 16.0" 5.6" 16.0° 16.0" Tcap (lb) = 359.53 65 10.6" 16.0" 4.4" 16.0" ALL-POINTS SOLID -SET Veal) (lb) = 82.97 72 8.2" 16.0" 4.4' 16.0" 13.2" *14x1 -1/2 °THREAD 39 16.0" 16.0" 8.1° 16.0° 422 PENETR WOOD SCREW 45 16.0" 16.0" 5.5" 14.4' 7.6" 55 11.8" 16.0" 3.6° 11.8° 14.4" Tcap (1b) = 234.00 65 6.9" 15.7" e 10.4" 0 Vcap (lb) = 96.74 72 5.3° 142' 10.4" 9.2" 7/18"x5/8" EMBED 39 16.0" 16.0" 8.0" 16.0" 1 /4"x2"EMBED BRASS BUSHING & 45 15.0' 16.0° 5.5° 14.2" 10.3" 1/4.20 SCREW * 55 11.7" 16.0" 3.6" 11.7" 45 Tcap (lb) = 231.50 65 6.8° 15.5" e 10.3° 6.4" Veep (lb) = 232.50 72 5.3° 14.0" H 10.3" ANCHOR SPACING SCHEDULE TY._.?)( INSIDE MOUNT PANELS, TRAP MOUNT) IHOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Top Ob) = 174.00 2.0" EDGE DISTANCE 6 i ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 08 SPANS UP TO' 8.678 CONN TYPE C7 C8 72 1/4" x 1-3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" 16.0" ELCO TAPCON 45 16.0" 132' 11.8" 8.4" 10.7" (MIN 3320 PSI CONC) 55 152" 10.8" 9.6" 6.9" 7.4" Toap (lb) = 386.40 65 129" 92" 8.5" 8.0" 4.9" Vcap (lb)= 380.00 72 11.6" 8.3" 8.5" 6.0" F 1/4"x7/8 " EMBED 39 16.0" 16.0" 15.2" 10.8° K ALL-POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" U LEAD SHIELD ANCHOR * 55 16.0° 12.0" 10.8" 7.6" 0 T ®p M)' 426 65 14.4" 10.2" 9.5" 6.7" 0 Vcap 55) = 429 72 13.0" 9.2" 9.5" 6.7" 1 /4"x2"EMBED 39 16.0" 11.6' 10.3" 7.4" ELCO PANELMATE 45 14.1° 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 52" Tcap Ob) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (lb) = 282.50 72 8.8" 6.3" 6.4" 4.6" IHOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Top Ob) = 174.00 39 45 55 65 12.6" 10.9" 8.9" 7.5" 8.2° 7.1' 5.8" 4.9" 8.0" 6.9" 5.7" 5.0" 5.2° 4.5" 3.7" 3.3" Vcap 5b) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4'X718° EMBED 39 16.0" 12.3'" 10.4" 7.8° ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5° Thep (lb) = 358 65 9.9" 7.4° 6.5" 4.9" Vcap Ob)= 249 72 8.9" 6.7" 6.5' 4.9" 114" x 1 -1/4" EMBED 39 11.2" 8.0' 7.1" 5.1° ELCO PANELMATE 45 9.7" 6.9° 6.2" 4.4" * 55 7.9" 5.6" 5.0° 3.6" Tcap Ob) = 201.50 65 6.7" 4.8" 4.4" 3.2" Veep (lb). 198.50 72 6.1" 4.3" 4.4" 3.2" 0.75" EDGE DISTANCE O 54'x2" THREAD PENETR. LAG SCREW 39 45 55 Tcap 05) = 359.53 65 Vcap (lb) = 8297 72 7.5" 6.5" 5.3" 4.5° 4.1° 6.5" 5.7" 4.8" 3.9" 3.5" 414x1- 1/2"THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap 95) = 96.74 72 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 7/18" x 518° EMBED 39 BRASS BUSHING & 45 1/4-20 SCREW * 55 Tcap (lb) = 231.50 65 Vcap Ob) = 232.50 72 13.0" 11.2" 92" 7.8" 7.0" 92" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.T 6. WHERE LAG SCREWS FASTEN T7 NAR2011 FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED M CENTER OF NOMINAL 2' X 4' (MIN.) (000 51112 04. EDGE DISTANCE 15 ACCEPTABLE 585100080221548)1 41000 STUD SHALL BE '501541ER4 PM' G.055 OR GREATER DENSITY. LAG SCREW 5HALL HAVE PHILLIPS PAN 44540 OR HEX HEAD. 1. * DE50NATE5 REMOVABLE ANCHORS, U(11641 ARE REWIRED FOR DIRECT MOUNT INSTALLATIONS. 8. 2146415E SCREWS 4412 I HAVE MINIMUM OF I,'" ENGAGEMENT OF THREADS M BASE ANCHOR AND MAY 1448E EITH55 4 PAN HEAD. TRUSS HEAD, OR WAFER LEAD (SIDEWALK BOLT) UNO. �. 5. MINIMUM 0. E DESIGNATES ANCHOR DISTANCE EXCLUDETUCCO OR NOS SACCEPTABLETOR WALL FINISHES. 1159. Ah.4..n., ND *..08 .p bxte Consul lJ z Nt (S) 6f) �Z@ Ill • -St D CIU n z0 0 REV 1540445 Dc E$CR NIV DAB 5CAL s ry4r.5 2 T LL ° B T._ - �9nc=alo D SHEET: 4 OF 4 9 4 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F HOLMES MODELS: 48 3 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM. END STILES HAVE (2) TOG -L -LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE: • 21* SECTIONS HAVE (6) TOG -L -LOC CLINCHES; A • 18" SECTIONS HAVE (4) TOG -L -LOC CLINCHES. ATTACHED WITH ((2) AT TOP EMBOSS, WITH O OMj URETHANE ADHESIVE (ALONG CENTER). A ■ i =1•l:rill V 1iii 11111 of I Ilfli ►_ _ !!N no 11111 11111 IIIIIIl.r i1 . ruomi i �i`� ■ ZtIel �n "III 11111 11111 1111I1_Iif" SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE END STILE LOCATION OF OPTIONAL VENTS MAX. DOOR WIDTH = 9' 0" INSIDE HANDLE PUTSIDE KEYED LOCK OUTSIDE KEYED LOCK $NAP LATCH LOCK OPTION LOCK BAR LOCKING INSIDE ELEVATION INTER. STILE OUTSIDE HANDLE 2 -1/4 °1 4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS 14 GA. EN HIN C MC 2E1! END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 7 -1/2" 18 GA, INTERMEDV�TE HINGE VIEW °C JAMB CONFIGURATION ONE ROW OF IMPACT - RESISTANT GLAZING IN ELM TOP SECTION (SHOWN) 08 NEXT -TO- THE -TOP SECTION (NOT SHOWN). MAX. GLAZING SIZE IS 18 -1/2° x 11 ". GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WIN IBC /FBC 2808. SEE SECTION 9 -8 FOR ASSEMBLY DETAILS. SEE INTERNED. HINGE DETAIL. SEE END HINGE DETAIL. LOCK POSITION (BOTH SIDES). SEE LAYOUT OF EACH LOCK FOR DETAILS. SECTION B -6 ETAIL 'D MULTIPURPOSE HIGH BOND TAPE. OPTIONAL DECORATIVE / cL DECORATIVE SNAP -IN INSERT. FRONT FRAME FACADE. GE SS04000AC STRUCTURAL. SIUCONE SEALANT. 0.199 IMPACT RESISTANT ONE -PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT FRAME & GLAZING. POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) #8 x 3/4" PAN HEAD MACHINE SCREWS. INSTALLER MODEL RETAIL MODEL DESCRIPTION 94, H94, 4RST. H4ST 84A 48 WOODGRAIN TEXTURE. RAISED P AN£L, CAW. INTER. STYLES 98, 4F - WOODGRAIN TEXTURE, FLUSH PANEL, GALV. INTER STILES 24 GA. (0.0239" MIN. THICK) DDS STEEL EXTERIOR SKIN WITH G -40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. (ASTM No. A663). SLIDE BOLT LOCK ENGAGES INTO VEN CAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION SHIP LAP JOINTS. "INS$ SECTION A -A `L• 2" THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET (2 -1/2" x 5- 3/8 "). EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE, 2-5/8'x2". 20 GA. MIN. GALV. STEEL INTERN. STILE, 2 °x2 ". 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 "x1 -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 Q TWO 1/4° RIVETS. 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4) EACH #14x5/8° SHEET METAL SCREWS. 7/16° ROUND PUSHNUT 15 INSTALLED ON EACH ROLLER SHAFT. 14 GA. GALV, STEEL END HINGE FASTENED TO END STILES W /(4) EACH #14x5 /8° SHEET METAL SCREWS & (4) 1/4° SELF TAPPING SCREWS. 2° 10 BALL STEEL ROLLER (1- 3/16 "x7 /16°x4 ") WITH STEEL OR NYLTON TIRE. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4° SELF TAPPING SCREWS. TABLE 1 TRACK CONFIGURATION • SECTION ARE OTHER r oR 21" Nx1H Ea REV TESCRIPTIWY 00 10/2006 INITIAL RELEASE 01 02/12/07 ULTIPURPOSE HIGH 80N0' WAS VHB; FACADE IS OPTIONAL 02 11/14/07 REMOVED RIVETS /SCREWS FROM END STILE. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). CENTER HANG REQUIRED FOR DOORS OVER 8' HIQH. VERTICAL TRACK ATTACHED TO FLAG BRACKET WITH (1) 3/8"x3/4" CARRIAGE BOLT. 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5 /16°x1 -1/2° WOOD LAG SCREWS. VERTICAL TRACK ATTACHED TO HORIZONTAL TRACK WITH (2) 1/4 "x3/4" TRACK BOLTS. 2° GALV. STEEL TRACK, TRACK THICKNESS: 0.060 ". TYP. 2 -1/2 "x12 GA. GALV. STEEL TRACK BRACKET. JAMB TO SUPPORTING STRUCTURE ATTACHMENT LHR TOP BRACKET DOUBLE HORIZONTAL TRACK HEIGHT NUMBER DOOR HEIGHT OF CDR- 09UTER) CK (HOLLOW OR SECTIONS* 6:0" TO 7'0° 4 7 6 T 0 8 ' 9 " 5 9'0" TO 10'6° 6 10'9" TO 12'0" 7 • SECTION ARE OTHER r oR 21" Nx1H Ea REV TESCRIPTIWY 00 10/2006 INITIAL RELEASE 01 02/12/07 ULTIPURPOSE HIGH 80N0' WAS VHB; FACADE IS OPTIONAL 02 11/14/07 REMOVED RIVETS /SCREWS FROM END STILE. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). CENTER HANG REQUIRED FOR DOORS OVER 8' HIQH. VERTICAL TRACK ATTACHED TO FLAG BRACKET WITH (1) 3/8"x3/4" CARRIAGE BOLT. 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5 /16°x1 -1/2° WOOD LAG SCREWS. VERTICAL TRACK ATTACHED TO HORIZONTAL TRACK WITH (2) 1/4 "x3/4" TRACK BOLTS. 2° GALV. STEEL TRACK, TRACK THICKNESS: 0.060 ". TYP. 2 -1/2 "x12 GA. GALV. STEEL TRACK BRACKET. JAMB TO SUPPORTING STRUCTURE ATTACHMENT LHR TOP BRACKET DOUBLE HORIZONTAL TRACK HEIGHT "1" IltaillIliirMIIIIIMMIllaiiirMillk.711 II' MIEE7iC PIIMI K iMIEE 7311fE CDR- 09UTER) CK (HOLLOW OR 3i■�S 10 -1/2° 1" 0.0. N i]C3ill:1 EYURCLIM nMEIMrEINamMEils LINnilliEliiiiMELFAMIdllilKIIMillIIIILNIIIICal LlailEGIEZTAISESIMairillEANCIIII • M11M1i[ITaiIL'Si iltiliffillirifinNIPMETNINIFLIMIMIIIIIMMILTMI ii tniliFT 111MITAi iIcTMIST∎51111 Mii Ert7i!!111=11 ldislC111 MIN. C•N 4 E 1 x 4 - SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR 2 MIN. 0, DISTANCE�2 WIldliaMiO 1 �: a -:BED LAG SCR R. _ M . .7 ,:_,, . -1 a yl IIiT5ii 1 keT2 EMBED WEJ- S ANCHOR �2 MIN. EDGE DISTANC 24" INCLUDED PREPARATION OF JAMBS BY OTHERS NOTE: 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 BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 1 .L 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 IS 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 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F,). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 SYP (GRADE #2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLINK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS 70 BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 3" TALL x 20 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION. EACH U -BAR ATTACHED WITH 1/4" SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERNED. STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET (3 -1/2" x 5 -1/2") ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. . 0.0. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT rHORIZONTAL (TOP) JAMB (NO LOAD FROM R) FASTENER / TYPE 2x6 VERTICAL JAMB -• BUILDING TYPE FASTENER TYPE MAXIMUM • ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REQUIRED? CDR- 09UTER) CK (HOLLOW OR 1/4° x 3" (1 -1/4" EMBED) OTW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 10 -1/2° 1" 0.0. 3000 PSI MIN. CONC' eio ' 1 4 x 4" 1-3 4" EMBED ITW T • CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE 4' z4" 1" 0.D. IN UDED •.D. MIN. C•N 4 E 1 x 4 - SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR 2 MIN. 0, DISTANCE�2 WOOD FRAME -' 1 �: a -:BED LAG SCR R. _ M . .7 ,:_,, . -1 a 2 000 PSI MIN. CONC • 1 keT2 EMBED WEJ- S ANCHOR �2 MIN. EDGE DISTANC 24" INCLUDED • - FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. HIGHEST ANCHOR /SCREW INSTALLED AT LEAST AS HIGH AS THE DOOR O@EDyIgC•,HEIGHT. ALUMINUM EXTRUSION & VINYL WEATHtHSIRiP. EXTRUSION ATTACHED WITH #8x1/2" SELF TAPPING SCREWS AT 16" ON CENTER SPACING [(6) SCREWS ON 9'W DOOR). Clopay Building Products Company TOLERANCES Unless Stated Otherwise 4 3 SCOTT HAMILTON. P.E. •4 /°fl!"eI.QRIDA P.E. No. 63286 .00 = ±.03 SCALE. .000 = t.015 .0000 = ±.007 DATE. Degrees = ±1/2' CLOPAY BUILDING PRODUCTS DRAWN BY. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 DESIGN LOADS: +48.0 PSF & -54.0 PSF. A NOTED 10/23/06 PAGE. 1 OF' 1 NAX. SIZE 9•0 "W x 12'0 "H SH DESCRIPTIDN. SINGLE CAR W8 PAN DOOR WITH IMPACT RESISTANT UTES CHECKED BY. SH 2 1 DRAWING NUMBER. 103547 1 VER' MD IVI iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: ftt 7- (`-I 1 1 DATE: 1 a i 3 ❑ Contractor &Owner ❑ Architect Picked up 2 sets of plans and (other) CcArlarte—ito---1 Address: S5 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: N PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 April 3, 2013 Permit No: RC12 -411 Building Critique 1. The plans submitted for the addition as a revision to an existing permit. The scope of work has been greatly reduced to remove all interior renovations from the permit. The plans must revise the existing plans and permit not delete them. The plans must show a complete scope of work. 2. The plans show existing columns. There are no existing columns. 3. Provide the door product approval. STOPPED REVIEW Norman Bruhn CBO 305 - 762 -4859 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. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: (2C 17 ( DATE: HIC7 I I, S�L�—r� ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 1'0 1 P1 f) Address: 2_ s—r From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: LI .) PERMIT CLERK INITIAL: 0 Miami Shores Viita e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: )2-41 DATE: ceboo " Contractor Owner a Arch' Pic ed up 2 sets of plans and Address: ther) �t °IS. cercedior From the building department on this date in order to have corrections done to plans And /or get County stam., I understand that the plans need to be brought back to Miami Shores Village Building rtme o continue itting process, Acknowledged by: ' J -'fir PERMIT CLERK INITIAL: RESUBMITTED DATE: 3 'Z fi3 PERMIT CLERK INITIAL: ("7„,-6_ Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 31, 2013 Permit No: RC12 -411 Building Critique 1. The plans submitted do not show the conditions that exist on site. Provide plans that show demolishing previously installed illegal construction. 2. The plans note no exterior work. Exterior work has been done at site. 3. PROVIDE PLANS THAT SHOW THE WORK THAT HAS BEEN COMPLETED. IF CHANGES ARE PROPOSED THEN IT SHALL BE TO EXISTING CONDITIONS. STOPPED REVIEW Norman Bruhn CBO 305 - 762 -4859 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. '2�2I 12 ilCc+v0 4 v. 512 64't 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 No.-,12. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING _ - Te‘savidels OWNER: Name (Fee Simple Titleholder): ? ( U1 AJC-E % ��J �t i E 44 Phone#: 6 -3S7 4 2 Address: S S lJ Lt.) 9 2 S 1 City: r t t -A e 'S),40 INA:) State: L Zip: 3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5 5 9L Z, 5' 1- City: Miami Shores County: Miami Dade Zip: 33 t S a✓ Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 2, Phone #: 3 OS -4-5 9, % zS 7 Address: ! 7$5') t5 C t:71--/ SU CTt Z,t k City: &•A ( State: Zip: 31 t Qualifier Name: 'lst .LSO 1,-, 014V Phone #: ?O5 3c1 S2- °7 State Certification or Registration #: C' Ct - \.lZ 00 6 Certificate of Competency #: Contact Phone #: 3 1 S °A 3 C\ tZ 5 °7 Email Address: WLC` f�► y \ DESIGNER: Architect/Engineer: i rKt Phone #: Value of Work for this Permit: $ - ®°' Square/Linear Footage of Work: Type of Work: Addition 121,Alteration ONew ORepair/Replace Description of Work: J e Gi (LAQ? C✓ Y-.10'1-p b t . s a \C)f1. »dam 1 CA-) ODemolition ***************************************F * * *, x**+ x**, x**** ******* * *** *+x+x*+x*** * *** ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 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 constnictiQn in this ji*isdiction. 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 AF1'IDDAVIT: 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 estim't. promise in good faith that a copy of the notice of commencement and construction lien whose property is subject to attachment. Also, a certified copy of the recorded notice of for the first inspection which occurs seven (7) days after the building permit is izued. inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fo e oing i strument was acknod before me this The fore oing ins ment was ackn day of 20 , by • , day of , 20 by Signature d value exceeding $2500, the applicant must w brochu ,e will be delivered to the person nt must be posted at the job site ice of such p d notice, the mmence In the a Contrac who is personally kn NOTARY P Sign: Print: WARM., ,► e or who has - ,roduced who is personally kno entification an wh o d take an oath. •- and ho di i tile an oath. ■ i ' 100)411,410, Sign: Allift- Print: e ' 6 My Commiss s n Expires: NOTAR Y *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** / ,r? /gz- (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) YANISDEY MORALES MY COMMISSION # EE106132 1, }NOTARY n,suut Anna o. a one cg (o t g21 r * * * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. (Z — { l 1 TAX FOLIO NO 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. 111111111111111111111111111111111111111111111 CFN 201280253582 OR Bk 28067 Ps 163.5; (1p a) RECORDED 04/10/2012 13:26 :59 HARVEY RUVIHr CLERK OF COURT MIAMI COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and address: 55 IVLt.J 9a- S t' 7€ iW) 1 0 4 Ufh J'[ 2. Description of improvement: Er4UD.yla/,i6, 3. Owner(s) name and address: %e13U1.p6A,166p/fiKsrpikur C (-BVP. Interest in property: 2g j/9 W so 5r 1A4/11 . 33D)/ Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: j)i.ta 7. a a.),0 - Co E'p • 5 1% b'ISG.O , • SU /L 1/ 65 3rd 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 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) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTK)N 713.13. FLORIDA STATUTES, AND CAN RESULT IN Ya, UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON S` JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY c *RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name horized Officer/Director/Partner/Manager Prepared By e a/�,:t+.t " Print Name e ills/Office Title/Office v Yb et /1 G� STATE OF FLORIDA J COUNTY OF MIAMI -DADE The foregoing instrument was �ged before me this ❑ Individually, or ❑ as for •Qierztonally known, or ❑produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) lb day of 0 .�_ _ •a. 5 1_1°,11 • 1 Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. .4416 .0-40.74 If pm Tlf ��a STATE OF FLORIDA, COUNTYQF DADE 1 HEREBY pCERTIFY th 'cue copy of the arrgrnApTC l i t h e . day of , AD 20 W/TN 11 uit and Coun gy ourts D.C. Apr 10 2012 9:,51 . DIAZ # RUSSELL CORP, STATE OF FLORID DEPART/CENT OF CONSTRUCTION 1144.6 273/8111e3NR a DIAL* Na 00N . OBELI, CO EL NM= 305 892-5059 p.6 INESS AND PROPESS/ONAL REGULATION USTRY LICENSING BOARD E STREET' Pr. 3-2399-0783 . SUITE 211 FL. 33181 Congratuledonsl With this license you become one of the nearly one million Florldferis Iltented by the Department of Bustles tt and Professional Regulation. Ottr pofeesioneta and butdoessees range from erchiteatoto yacht brokers, from boilers to berteque restatetants, and they keep Itioridatoeconomy /Wong. EverY day we woricto improve the way we do business in order to serve you better. Fer.IftfOnnetion-abettour services, please log-oftte www.myfforkitilkenezcom. There you c find more itleanation aboutote dlitistehe met the regulatione that impact yeu, subscilbe to. department newsletters e and team Mora about the DepartmeneetniVetfves. . Our rrilesion thoOeparlment fealoenseeffielently, Regulate Fairly. We toostantly strivato serve you better sothet yo uf can serve .541$10 customers. youfor doing-business to Florida, and oongratulations on you new Manse, .•• (850) 4a7 xs DETACfl ft: — • 0 Apr 10 2012 9: 48 DIRZ It RUSSELL CORP, -ecp 305 892-5059 p.4 7 6,47.4! 6.1.44 din 4:-;,`;• • Apr- 10 2012 9:.50 DIAZ # RUSSELL CORP, 305 8 9 2 - 5 0 5 9 P • 5 •7-7;.;:::-. r;-• • r!taltvt49,:41-: t • ,•;! •7"•::• filOT A BiLL DO NOT PAY RENEWAL • S-,6 STATaegall 5639 641OB 211 •■•'i OD SEE OTHER MOE &OMER/5 S' DO NOT FORWARD / IAZ' & RUSSELL CORP E LSO RICARDO DIAZ PRES MO BISCAYNE BLVD 211 ORTH MIAMI FL 33181 I 49 . • • Apr 10 2012 9:,43 DIAZ # RUSSELL CORP, 305 892 -5059 p.3 Apr 10 2012 9:.43 DIRZ # RUSSELL CORP, 305 882 -5059 CERTIFICATE OF LIABILITY INSURANCE p. 2 DATE lAEtNDDITYVY) 04/05/2012 THIS CERTIFICATE IS ISSUED AS A NATTER INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS cETlFccaTE DOES Nor AF I�ZMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF 1NSUR PNCE 1 • S NOT CONSTITUTE A CONTRACT' BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE C = - FICATE HOLDER IMPORTANT: 1i the certif4cat holder Is an ADDITION/ the terms and conditIonsof the policy, certain polTcle celtif to holder In lieu of such endorsemesrt(si. PRODUCE USA General Insurance/USA Insurance Agency 5841 S.W. 1375h Ave. Miami, FL 33183 Phone (306) 388 -3305 INSURED Diaz & Russell Corp 1266D Biscayne Blvd Ste 211 North Miami, FL 33181- INSURED, the policy(ias) must be endorsed. If SUBROGATION IS WAIVED, subject to may requlre an endorsement A statement on the certificate does not confer lights to the CONTACT NAME. Orelefl Gonzalez met (305) 399 -3305 I FTNO. No) ( ) 388.6778 ADDrr>m greiellgonzetezglyshoo.corn 308) 438 -8257 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF 1 = - CE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRE? , TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE FOLIC IES DESCRIBED HERS N iS SUBJECT To ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.1 litIr rs SHOWN MAY NAVE BEEN REDUCED BY PAID CLAIMS. 61$URELTSy AFFORDlNa COVERAGE INSURER A: GUARANTEE INSURANCE GROUP INSURER B : INSURER C: INSURER D: INSURER E INSURER F: r.TR A TYPE OF INSURANCE GENERAL LIABILITY ❑ COMMERCIAL GENERAL LIABILITY ❑❑ ❑ CWMSMADE ❑ OCCUR ❑ GENE. AGGREGATE pUMIM IT APPLIES PER ❑ POLICY ❑ .ELI ❑ toc AUTOMOBILE LIABILITY ❑ AMYpAyUyTO ❑ 'AWN"' ❑ FIRED � pUMBRELLA LUIS . ❑ isCCESSLWB ❑ LED AUTOS ❑ OCcuR ❑ CLMIS.MADE CMS ❑ DED ❑ WORKERS COMPENSATION AND EMPLOYER UABA.ITY Y I N C __ANY yp�� (NMandatmy In 14H) GGDE§CTEIPTIO 1 OP Thous I claw AS INFORMATION Sr/SR win" N /A POLICY NUMEER GWAC342000088 -111 POLE! EFP 1 2/1 811 01 1 12/18/1012 DESCRIPTION OP OPERATIONS I LOCATIONS ! VEHICLES gnn* t AcoRU gat, Admoar Raratuts SI2tleauta, lr more apace m tegW►eelJ CERTIFICATE HOLDER MIAMI SHORES VILLAGE Building Department 10050 NE 2nd Ave. Merril Shores FL 33138 ACORD 25 (2013105) CIF CANCELLATION UNITS NAIL EACH occuRRENce $ PREMISES ) $ MED EXP (Any one poison) PERSONAL & ADV INJURY GENERAL AGSREGATE PRODUCTS. COMP/OPAGO COMSINW LIMIT (Ea sasIttatre Et/OILY INJURY (Per person) $ $ $ 5 5 $ 5 s S EACH OCCURRENCE AGGREGATE 5 ❑ TORYTL. vs ❑ g EL. EACH ACCIDENT E.L DISEASE . EA EMPLOYE _ EL DISEASE - Kum/ LIMIT $ s 100,000.00 6 500,000.00 5 10 0,000.00 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 REP 010 ACORD CORPORATION. All rights reserved. The ACCORD name and logo are registered marks or ACORD Apr 10 2012 9:.423 DIA2 # RUSSELL CORP, Acx --"m ,- CERTIFI, THIS CERTIFICATE IS ISSUED AS A MATTER OF CERTIFICATE DOES NOT AFFIRMATIVELY OR BELOW. THIS CERTIFICATE OF INSURANCE D( REPRESENTATIVE OR PRODUCER, AND THE C IMPORTANT: If the certificate holder Is an ADDITIONA the terms and conditions otthe policy, certain pollcle certificate Folder in lieu of such endorsenent(al. PRODUCER MMaurisset Fns. DBA FEDUSA 1693 N.W. 27th Ave. Miami, P1.33125 Phone (305) 635 -2800 INSURE Diaz & Russell Coro 12550 Biscayne Blvd #211 North Miami, FL 33181- (305) 439.8257 Fax (305) 8 305 892 -5059 p.1 ATE OF LIABILITY INSURANCE INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS EGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES S NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED RTIFICATE HOLDER. DATE(MNVDD1YYYY) 04!05/2012 INSURED, the policylleej must be endorsed. IfSUBROGATION IS WAIVED, subject 1* may require an endorsement. A statement on this oertfflcater does not confer rights to the 8 -3902 MANE: CT WC. Na E>nl: I IAIICC, Mal: MEL CUSTOMER ®k: COVERAGES CERTIFICATE 11-118 IS TO CERTIFY THAT THE POLICIES OF INSURA INDICATED. NOTWITHSTANDING ANY REQUIREMENT CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE EXCLUSIONS AND CONDTIONS OF SUCH FOLIC ES. WD 1�v,Ige TYPE OF INSURANCE ADDL A GENERAL LIAMLITY ip CDMMERC14L GENERAL LIABILITY 0 ❑ CLAIMS-MADE Q OCCUR ❑ GEV L AGGREGATE LIMIT APPLES PER PGI.IOY ❑ JJECa ❑ :OO AUTDNOBILE UABILITY INSURERS) AFFORDING COVERAGE INSURER A : AMERICAN VEHICLE HAIL INSURER 8 : INSURER C: INSURER D : INSURER 5: INSURER F NUMBER: REVISION NUMBER; E LISTED BELOW HAVE BEEN ISSUED TO TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TOO WHICH THIS NSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, UNITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER L- 0521017434-01 (MM/DD/yYYY1 08/24/2011 o NIS r `t• ) 08/2412012 LIMITS EACH OCCURRENCE DAMAGE TO KEN t&-ID PREMISES (Ea eca, rrence) 5 1000000 s 100000 MAED EXP tarry one person) PERSONAL & ADV tNJU RY LS S 5000 GENERAL AGGREGATE S 1000000 2000000 PRODUCTS - COMPOPAGG 5 2000000 ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS ❑ UMBRELLA LIAR ❑ ODOUR ❑ EXCESS LIAR ❑ CLAIMS -MADE ❑ DEDL)CTIBLB ❑ RETENTION 3 COMBINED SINGLE LIMIT (Ea accident) s S BODILY INJURY (Per parson) $ BODILY INJURY per accident 5 PROPERTY DAMAGE (Per accident) 5 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNEetEtECUTIVEE OFFICER/MEMBER EXCLUDED? Ifyeesdasctibe under DESCRIPTION OF OPERATIONS below N/A DESCRIPTION OF OPERATIONS! LOCATIONS( VEHICLES (Attach CERTIFICATE HOLDER EACH OCCURRENCE E S S AGGREGATE $ S ^I WC STATU. 1-1 OTH- I TORY LIMITS t I ER CORD 101, Additional Remark* Schedule, if more space is required) EL. EACH ACCDENT EL DISEASE • EA EMPLOYE E. L DISEASE - POLk:Y L IMT S 3 S $ CANCELLATION MIAMI SHORES VILLAGE Building Department 10050 NE 2nd Ave. Miami Shores FL 33138 (fax; 306762 -4949) ACORD 25 {2009/09) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE I41TH THE POLICY PROVISIONS_ AUTHORIZED REPRESENTATIVE CAMILO SOTO 1988.2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village 1c)y,- Building Department MAY 2 3 Z013 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 FBC 20 1, D Permit No. Master Permit No. " - !._ —t1 1 1 Permit Type: BUILDING JOB ADDRESS: � E k 2 City: Folio/Parcel#: Miami Shores County: Miami Dade -c9 l'-7 l 73(Th ROOFING Zip: Is the Building Historically Designated: Yes NO Flood �4 Fl Zone: one: oo V OWNER: Name (Fee Sim p le Titlehold7 PQ ( C1--Q C l� v°e Phone# Address: �t City: v 1. Law) ! jjV2 te; �e Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: glo Email Address: WOOlt- CD Phone #: Value of Work for this Permit: $ Type of Work: °Addition °Altlteerration Description of Work: 5.' 02 7 Square/Linear Footage of Work: °Ne °Repair/Replace r- ( 7e c • °Demolition Color thru tile: ***************************************Fees** * ** ** mnat z***** * ** **w********* * ** Submittal Fee $ Permit Fee $ 7‘rea CCF $ r CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ J 1 2.ia Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A1'NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N PC- U -ellf GroL) Owner's Name (Fee Simple Title Holder): re(16. [bQY'LCeT Phone #: 7& Q `4 ct, L(' Owner's Address: r, e,\a' 2 S i ?' City: fY) Vot:,(Y) ' c State : F C. Zip Code:_,__ Job Address (of where work is being done): City: Miami Shores cV \C.J 12 State: Florida Zip Code: 3) SSC m Contractor's Company Name: Cc 2...v C 6vPhone #( 3s(?q6s7-7 Address: ■ '' v°\) Vic- j City: Y ) ICI 07l State: Qualifier's Name : Zip Code: Lic. Number: CCiC_ J Architect/ Engineer of Record Name: .c>-,N 1142 ve S Phone #: 'J 3S( t2 Z (� Address: 4 3Z `'1 CY-c, t,. c ---Ir City: vex'CDJ\ State: �' L Zip Code: Describe Work : Otiala I hereby certify that the work has been abandoned and/or the contractor unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature i Q ownetorAgent The foregoing instrument was aknowledged before me th12.0dayof , 0 t Act- 611,9—c-lc' -i W o rsonally knome or who has produced as indentification. Notary Sign: Seal: Signature s Contra The foregoing instrument wa egged before me this 2c day of OD`', 2013by r - m who a y n . e or who has produced 0 as indentification. v q Notary ,P Sign: Seal: z r • d • m I BU L i 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 PERMIT APPLICATION Permit Type: JOB ADDRESS: lv tO City: Folio/Parcel #: Miami Shores County: FBC 20 Permit No. 9C-02^ ( Master Permit No. ROOFING Miami Dade Zip: 11— ?ID t e51 -7_ c)i Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): PePv i d espeG' l c./dv 2 114hone #: Address: (59 ao co ed 2 9 k t y c vt, Pcca City: "' `i 1 State: L Tenant/Lessee Name: Phone #: Email: c � ., 4-et- CONTRACTOR: Company Name: Address: (U <S1�.J 5)716-8767 Zip: 3 ‘0 t City: Y — (ArGi .4.4,41✓ State: Qualifier Name: G4‘.: /511737 State Certification or Registration #: Ge.---.1,5/ / '3, Certificat Contact Phone #: 'fo5 r 7Z 1' Email Address: DESIGNER: Architect/Engineer: Phone #: ? S 174/4 7 Z Zip: d Phone #: rS .pl192 Value of Work for this Permit: $ ' " OS Square/Linear Footage of Work: 1 2-0 Type of Work: UAddition DAlteration ONew ORepair/Replace Description of Work: L 9 c-.6 Q ctt"--"i oyes—& (vim Ats ODemolition Color thru tile: ******** * * * * * * * * * * * * * * * *** * * * * * * * * * * * ** Fees************* * * * * * * * * * *,* * * * * * * * * * * * * * * * * * ** Submittal Fee $ 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 $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue y e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent j- —"° or The foregoing instrument was acknowledged before me this 7,Z) The foregoing instrument wash ., owledged before me this , day of /% , 20 ' b , who is personally me or who has produced who is personally known to me or who has produce entification ho did take an oath. entification and who did an oath. day of ioterA, , 200, by NOT S P ssion Expires: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** - **: *** ****************** * * ** * * * * ** * * **** * * **** * * * ****** ** * * *** * + * * * *,r ******* ****x:r APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5 /2/2012XRevised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007) 4 e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 021S11 3= PC-5c BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 55 140 'f a R-Ce . City: FBC 20 Permit No. Fe-'.3 " I Z - Lill Master Permit No. ROOFING Miami Shores Folio/Parcel #: l l , 1.01- 017 — 6130 County: Miami Dade Zip: 3 3)S0 Is the Building Historically Designated: Yes NO X. Flood Zone: (003-) 7(0 8767 OWNER: Name (Fee Simple Titleholder): Pali i cleetee I rilreSf Craar, 2 L - Phone#: Soy 9717/4.9 2 Address: I' u.) T✓�2�► G-k City: I' 6, . s State: �.- Zip: 33hq Tenant/Lessee Name: Email: ti afro . Phone#: y f (© 5) 7 i- 9 &q CONTRACTOR: Company Name: 3 o$ K /✓€T nt.7 Phone#: 3 d $ �7Q/ t YZ Address: 1g1.73 5+.A 33,3 ` 4 City: Vt.ir4.K4. ✓ State: trt Zip:33AZ`y Qualifier Name: e4 4'/%g State Certification or Registration #: Gt c'/ 5/41,3 7 Certificate of Competency #: Contact Phone#: P, 9740/09 Z Email Address: LevyG /Or-p It ' 04. &or" DESIGNER: Architect/Engineer: 7 6 / Phone#: fna Poi,*sraw,1 Value of Work for this Permit: $P Square/Linear Foo Type of Work: ❑Addition ❑Alteration ONew ❑R Description of Work: ✓1 r'e't S t '4 ' f D do re►MO ti► pe'r.rt ; ) WE 4 ✓d. Y'BJig11011, -tis. a e.r+vtj 1 ybv I.4•1 OLIF avid rerH.evi1o. . -cite dame jig ifit. tiyia.s,. rDOvvi -lb velevatElo ".td IF .✓iv% exis*-s_ don - 1Sr. i /a0 -Sz cease or thru tile: * * * * * * * * ** * ****************x * ** Fees* x�x�***** x�x�******** ** * *** ** ****x��: *x�x�**** *�:*** Submittal Fee $ Permit Fee $ 7�d CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Phone #: 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 ET.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.RRS, 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 ncement must be posted at the job site absence of such posted notice, the whose property is s for the first inspec inspection will n ect to attachment. Also, a certified copy of the recorded notice of c on which occurs seven (7) days after the building permit is i be approved and a reinspection fee will be charged Signature - Owner or Agent The foregoing instrument was acknowledged before me this, day of ? , 204, by ,4.C/• 6aret'y wh • persaiyii to me or who has produced identification and who did take an oath. My Commissiif xpires . �E832p60 ° . <9 edthN !�G�j a:6�UnderJnte� °OQQ�o APPROVED BY Contract The w-go ' instrument was ac u1edged before me this d a y of , 20 13, by C12.4detS £ 7 , who e or who has produced as ide cation and who did take an oath. pi/0/ NOTAR Sign: Print 832060 My Co ms ui - • . 44, /6+ ° derv• ° °.��PQ�4 G ,.obficuthru •lets .. �OPw� 4,9,0TATE OF Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) 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: 55 NW D2. ST: MAR 0 7 013 FBC 20 tO Permit No. Master Permit No C I e-4// ROOFING City: Miami Shores County: Miami Dade Zip: 33/3f Folio/Parcel #: 7) 3 )0 It 17p /3D Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Thwi e n Cte _ a % O/9 c t-m fiNit hone #: �3 Address: City: N t faLE-A, \4 State: $ �,.. Zip: 33 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: A LYJOSH ed /9.-57prtiC7311 /1/ Phone #: 3da Address: 19973 OW a0 cohifor City: W /'Cf MA_f _ State: /27A Zip: .331)Z 9 Qualifier Name: c3,;2.i1 zs A4' 4 E-Vy Phone #: ✓ A5 7t /619 z State Certification or Registration #: _.1"' 6c /5 %/ 9 2 7 _Certificate of Competency #: Contact Phone #:.d°5 97D ,,K9-z, Email Address: L i ?) ' e % ° € ° DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ '- w O& Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alterrat /ion ❑New ❑Reppir/Replace Description of Work: t, /.)k' �4 2419d P%I f � 6� 77.�'P'� Color thru tile: emolition ******** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Fees************* * * * * ** * **** ** * * * * * * * * * * * * * * ** ** w Submittal Fee $ Permit Fee $ ‘.ret CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ 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 . bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature foregom: u strum , day of Signature —• e'er -- Owner or Agent The foregoing instrument was acknowledged before me this day of ___ 20 �, by 4) 4t'u4 who is personally known to me or who has produced tractor ent was acknow -dged before me this 0 lam, b C- i.w✓(; who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC• Sign• Pri My `��PpY P'' o ANTONIO J. L I ary Public - State of Florida w My Comm. . ' . _ — Commission # EE 842661, n MiAtk&ftirough National Notary Assn. 11!41 riii NOTARY PUBLIC: Sign P My • Iii�Ll�i U�� orryip ^4.1, tary s c .11 blic -° LEV y on c ' XP/re s Oct Flooda sron t3,?016 r0u9h NationaINola sn. ************************************************************************************************ *********** APPROVED BY 1JF/7 Plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012XRevised 3/12/2012) )(Revised 06 /l0 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 194549 Permit Number: EL- 3- 12-412 Inspection Date: July 01, 2013 Inspector: Devaney, Michael Owner: Job Address: 55 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010170130 Phone: 305/556 -5759 Building Department Comments PROVIDE NEW PANEL AND ELECTRICAL CABLE permit re -open as per Norman instructions. After revision made, inspections need to be called. Infractio Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 181517. CREATED AS REINSPECTION FOR INSP-178180. CREATED AS REINSPECTION FOR INSP- 170878. F. P. & L. notified to connect service properley. Failed de ' if, / k)-V1•7 2 a' %'' Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until July 01, 2013 For Inspections please call: (305)762-4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181517 Permit Number: EL- 3- 12-412 Scheduled Inspection Date: November 14, 2012 Inspector: Devaney, Michael Owner: PROVIDENCE INVEST GROUP 2 LLC, Job Address: 55 NW 92 Street Miami Shores, FL 33150- Project <NONE> Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010170130 Phone: 305/556 -5759 Building Department Comments PROVIDE NEW PANEL AND ELECTRICAL CABLE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178180. CREATED AS REINSPECTION FOR INSP- 170878. F. P. & L. , - = • to co ect service properley. /7///'e November 13, 2012 For Inspections please call: (305)762 -4949 Page 42 of 42 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 Permit No. H 12 Master Permit No. 3712' 911 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical ,_ OWNER: Nam Si F' �"''�`��y Name • le J9.2St, leholder): ne #: Address: ' City: / Nil 5h*5 State: [ 4 — Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: t.3-5 / " • CO • / 02 Y. City: Miami Shores Gaupty: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO t Flood Zone: ' � /'�7�'6�PZ '" ,6c. Gm'i 74 c 3° -2S 23174 CONTRACTOR: Company Name: Phone #: Address: 4,2 7%%O/ 4,7 City: /__ State: �� Zip: 3 3a 3 4 Qualifier Name: fmns co f 1-i rkee2ee Phone #: State Certification or Registration #: ?c /360 779 Certificate of Competency #: Contact Phone #: 305- X52 3 4 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 0610.0 Square/Linear Footage of Work: Type of Work: DAddress DAlter 'on ONew Description of Work:. 'Z2G Sa V e re air/R; place ODemolition ****+ x************** ** ************** ** * Fees***+ x****+ a*** ********* **********+xm**** ******* Submittal Fee $ Permit Fee $ /5—'8 e a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ 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 cogpliance with all applicable laws regulating construction and zoning. • ` "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature y =- -- Signature Owner or Agent The foregoing instrument was acknowledge ,19 before this day of C-/"`I 2 , 20 a, by / /''ff who is persoiYally known to me or who has produced As identification and who did take an oath. °oYry•• ,.." >anne Penaranda NOTARY PUBLIC:S 12.V: CCMMuSI. r# EE 117952 1,7• ' -� EXPIRES: AUG. 01, 2015 i a pF F,,►�� _,,�1 •) AR UN! Sign: ... a Print: My Commission Expires: 81 APPROVED BY The foregoin instrument was acknowledged before me this day of Z , 20/2— , by creggieo LIL141erli who is perso ally known to me or who has produced as identification and who did take an oath. ••t ''�';�;., ';e!fy Joanne Penaranda OTARY PUBL ` • ; , COMMISSION#EE117952 EXPIRES: AUG. 01, 2015 411M111,1911, Sign: Print: My Commission Expires: g *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Villa 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 No. Li PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): r V ti) c-? (0-1 t. vt 1 9Phone#: /" 3e) ' 3 $ 7 4 8 4a Address: S $1.0 9 2 S 1. City: t 1+0 xe1 State: Pt- zip: 31 t Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5s VW Qt ST City: Miami Shores County: Miami Dade Folio/Parcel #: Zip: 333(5'0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 4 6 (t Et ECE/cc., O S), K Phone #: 31) A' �O b `? S-6-3 C Address: j ( 0 CO e3 �` City: 0� State: C_. Zip: ,4� /6 7 Qualifier Name: / �J / 9e e�i (14 Phone #: �'S f 09 f , 56 State Certification or Registration #:O ?7 (9 CD c? -6 Certificate of Competency #: 9W tit d '' -Y Contact Phone #: ..ent yib ) Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1.'\ 0 ®' S, uare/Linear Footage of Work: Type of Work: Address DAlteration ew ORepair/Replace Demolition Description of °Wbfrk ' -j9i VD t Oki Q 'EL, q L ueD t,, .q,, *********** * **** * * *** * * *** **x:***+x**+ *** Fees*****+ x**** *****a:**** *** ********* *** *+x*x:***** Submittal Fee $ Permit Fee $ /...47.0 4.4'0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 11 `il J Bonding Company's Name (if applicable) Bonding Company's Address City State l .A Zip Mortgage Lender's Name (if applicable) "i r 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 s # mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature' Q e Owner or Agent The fo egoing in trument was acknowledged before me this 1— day of " {x_.20 i� by '�«!1 who is personally known or who has ntifiCation uced Signatur CCo ctor . n The foregoing instrument as acknowledged before me this - day of A. Pry` i , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOT ' ' BLIC: Y, I ORAL MY COMMISSION # EE106132 EXPIRES: dune 26, 2015 3-NOTARY Fl. Newry Discount Assoc Ca NOTARY PUB Sign: Print: My Commission Expires: ones 0-6o1 Sign: Print AM �'bl: =w:�' ur My Co \ 'ssi.1;� Exp esplRES ;p N * *** *****x:**** �xa�=� �x +a****�x�,�x�: *�x� *** * ** ** x�x�x**** �x**** �x�x�x***** �x�x�x***** �x�xx��x+ x+ x�: x�+ x�u* =x****�x�x�:�x�xx��x ****** ***** APPROVED BY 612°,07I2----‘" Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk sae CT 8 2 Construc ion -rases Qualityi doard xA BUSINESS CERTIFICATE OF C NPETENCY ".I 02E000436 ABLE ELECTRIC OF SOUTH FL IDA INC D.B.A.. (ALA LUIS ertifled under the provisions of Chapter 10 of Miami- i .. = County tilOrOICCONtRACTiNei UNTIL Q 130t201.3 QUALIFYING TRADE(S) lC ELECTRICAL lens as) uoiloni;suoo IIb' _ R 9f::7L 7.L 1711 1. 1. MA liv /A. . 1 UK 140 W. 9 -AGLE4 ST. 1st FLOOR MIAMI, FL 33130 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30,.2042 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A RILL — DO NOT PAY 320694 -3 RENEWAL BUSINESS NAME/ LOCATION RECEIPT NO. 334096 -5 ABLE ELECTRIC OF SO FLORIDA INC CC * 02E000436 2010 SW 83 CT 33155 UNIN DADE COUNTY U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER ABLE ELECTRIC OF SO FLORIDA INC Sec. Type of Busft,ess WORKER /S 196 ELECTRICAL CONTRACTOR 2 NPSS TAX RECEI LOCAL ,rs NoT PgRUrT THE ,...VER TO VIOLATE ANY IsTINO REGULATORY CR UIG lnws of THE AINTY O DO NOT FORWARD OR CITIES. NOR EO ET EXEMPT THE 'LOER FROM ANY OMEN Hurt OP LICENSE OUIREP BY LAZY. THIS LS 'T A CERTIFICATION OF ABLE ELECTRIC OF SO FLORIDA INC pSOLOERSauaurlcn. ABLE RAMIREZ 2010 SW 83 CT TIAENY RECEIVED MIAMI FL 33155 '+•^ DADE COUNTY TA* U FC' OR. 09/30/2011 02240070002 000075.00 SEE OTHER SIDE MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST, 131 FLOOR MIAMI, FL 33130 1„ 11 „111,,1J14,t1,1111,IIl1„I!lfl 11.1,J,Al1„ 1411 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 1024 EXPIRES SEPT. 30. 2012 THIS IS NOT A BILL - DO NOT PAY IecFIPT No. 30- 3340965 CC NO: 02E000436 3USINESS NAME / LOCATION ABLE ELECTRIC OF S 2010 5W 83 CT OWNER :ABLE ELECTRIC OF SO FLORIDA INC FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR gene a uolpnaisuoo IIV SFE BACK OF RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES tecelpt holder must eyister in the ay ,,here work Is to be tone. AVMTNr RECEIVED 'AMl.nADE COUNTY TAX G:IFR730/2011 02240070001 000200.00 ELECTRICAL CONTRACTOR DO NOT FORWARD ABLE ELECTRIC OF SO FLORIDA INC ABLE RAMIREZ 2010 SW 83 CT MIAMI FL 33155 !„l1,,,!l,,,,Il, i,l,,l,l,,,,ll „.�l,I. il.Il,l,,.111ll.Il3• tl STATE OF FLORID DEPARTMENT OF :USINESS AND PROFESSIONAL REGULATION ELECTRICAL CO RACTORS LICENSING BOARD 1940 NORTH MO - OE STREET TALLAHASSEE FL 32399 -0783 AYALA, LUIS ABLE ELECTRIC OF SOUTH FLORIDA INC 2010 SW 83 COURT MIAMI FL 33155 )ngratulations! With this license you beco e one of the nearly one million oridians licensed by the Department of Business and Professional Regulation. Jr professionals and businesses range fro architects to yacht brokers, from Ixers to barbeque restaurants, and they ke =o Florida's economy strong. .ery day we work to improve the way we do 3usiness in order to serve you better. ,r information about our services, please fog onto www.myfloridaiicense,com. sere you can find more information about ou divisions and the regulations that pact you, subscribe to department newslett rs and learn more about the apartment's initiatives. Jr mission at the Department is: License Effi : ently, Regulate Fairly. We Instantly strive to serve you better so that yoi can serve your custorners. lank you for doing business in Florida. and •crgratulations on your new license! DEPARTMENT 0 ELECTR DATE BATCH NUMBER /18/2011 DETACH HERE STATE OF FLORIDA BUSINESS AND PROFESSIONAL REGULATION CAL CONTRACTORS LICENSING BOARD SEQ#L11031801117 (850) 487 -1395 STATE OF FLORIDA AC# t 2 6 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ER13012554 03/18/11 108006230 REG ELECTR/CAL CONTRACTOR AYALA, LUIS ABLE ELECTRIC OF SOUTH FLORIDA I (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA AAS RE0ISTBR$D undor too provisions of Ch .489 ncvtr.ticn au, A170 31, 2012 L11031801117 LICENwE 108006230 ER130 e ELECTRICAL CONTRACTOR cued below HAS REGISTERED der the provisions of Cha piratian date: AUG 31, 20 DIVIDUAL MUST MEET ALL L QUIREMENTS PRIOR TO CONT AYALA LUIS ABLE ELECTRIC OF SOUTH 2010 SW 83 COURT MIAMI FL RICK SCOTT £'d NBR 2554 99Lt?Z9 ter 489 FS. 2 CAL LICENSING CTING IN ANY AREA) LORIDA INC 33155 CHARLIE LIEM lane a '' uogonatsuof lib /n :71 71 +,n i i ALEX SINK STATE OF FLORIDA CHIEF PlNANCIALOFFICER DEPARTMENT OF FINANCIAL SERVICES OIVISfQN OF WORKERS' COMPENSATION * * CERTIFICATE OF ELEC ION TO BE EXEMPT FROM FLORMA WORKERS' COMPENSATION LAW w CONSTRUCTION INDUSTRY EX r,MPTIDN This coddles thal the individual lis ad below has elected to be exempt from Florida Workers" Compensation law. 07 -22 -2010 EFFECTIVE DATE: 07/22/21 PERSON: AYALA FEIN: 0805028 BUSINESS NAME AND ADDRE ABLE ELECTRIC OF SOUTH FLORIDA 1010 SW B3N0 C7 MIAMI FL 33166 SCOPES OF BUSINESS OR TR 1- ROISTERED ELECTRICAL CQNTR '10 EXPIRATION DATE: 07/21/2012 LUIS 32 S: INC DE: ,CT IMP0814IRt Pursuant SO CbaPNt 140 . 06(10, t.I.,f a officer e1 t cerpiesttem wee sltltts sumatiw from MIS caepfar by Wisp s C111MIC411e el election golly ihif sscl4s Me 4141 r JJ Y i 110410/ eaeeitis or tewpensetbe rn sum el IM butetess et tins listed 04 ens mule* stsrtios N be exempt !ball be subject is tomcallo . el to cartel/we es larger meets sh• tsgatr•.nenls et loos tienee le nevi se No cNNAr Us is m..i Me reeersmeels if 161s tact DWC -252 CERTIFICATE OF ELECT TON TO SE EXEM 'I► Ibis cbepter. Pglfulxl 14 Chap.r 441006412) l 5 C steak PLEASE CUT Our STATE OF FLORIDA IMPARTMENT OP FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION to BE EXEMPT FROM I. RIGA WORKERS' COMPENSATION LAW EFFECTIVE; 07/22/2010 EXPIRATI PERSON: LUIS AYALA FEIN: 5lf0502 @112 BUSINESS NAME AND ADDRESS: Aetl ELECTRIC OP 6OV7.1 0100x0* 'C /010 sw 10700 Cs MAUI l. »ls5 on coos el electron ro 0* aeompt.. sppir 4o(y wabra the a to be moot. Pursuant is Chapter 440.06tt91 F.S., blotkus of *Jewel 40 b■ Wall sn4 NIttolntes et y 11M srtor tee Piing e1 tie tour. e. Ur Incur■ el the rallhrals, SRO Wilts n.ma4 w 10. saute or r invents el a eerinrels. TM taoinment lo111 tei000 l rarlllltNr s( soy lima for IN1W► N the prsos 'ma. T REVISED 0o -o& THE QUESTIONS? (8&O ) 413-18]g CARO BELOW AND RETAIN FOR FUTURE REFERENCE SCOPE OF BUSINESS OR TRADE: t• REGISTERED 0IECTarcAt CONTRACT DATE: 07/21 /20,2 fMRICiliTANT F F Pursuant to Chapter 440.05414►, F.S., an officer of a corporation who elects exemption from this Chapter by filing a certificate of election L under this section may not recover benefits or compensation under this O chapter, Pursuant to Chapter 440.05(12). F.S., Certificates of election to be ft exempt.. apply only within the scope of the business or trade listed an Rthe notice of election to be exempt. E Purbuant to Chapter 44D.05(131. F.S.. Notices of election to be exempt we certificates of e(ect(on to be exempt shall be subject to revocation if, at any time after the tiling of the notice er the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance et it certificate. The deportment shall revoke a certificate et any I me for tailgre of the Person named on the Certificate to meet tha requirements of this section. * Carry bottom p v'C-252 CERTIFICATE OF ELECTION TO BE EXEMPT trd CUT HERE QUESTIONS? (BSC) 4i3-1609 rtion on the job, keep upper portton for your records. REVISED D0 -06 Z99Lti9 9 3L we a 1, uo11on4suon IIV /9.:71. 71 tin 1 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 194558 Permit Number: MC- 3- 12-413 Scheduled Inspection Date: July 03, 2013 Inspector: Perez, JanPierre Owner: Job Address: 55 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: DIAZ & RUSSELL CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Phone Number Parcel Number 1131010170130 Building Department Comments FURNISH AND INSTALL NEW NC SPLIT SYSTEM. Infractio INSPECTOR COMMENTS Passed Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 194470. CREATED AS REINSPECTION FOR INSP- 194281. CREATED AS REINSPECTION FOR INSP- 178305. CREATED AS REINSPECTION FOR INSP- 170879. July 03, 2013 For Inspections please call: (305)762 -4949 Page 10 of 29 BUILDING PE A'PLICATION Master Permit No. FBC2,() Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): TRO\AD ELI c e E F'l (J T m Phone#: 6 * 3 5 7 42_ Address: .5 5 t,ALP S City: \-1 1 1 l 1 1, t-F P'OS State: Zip: -31 '5 0 Tenant/Lessee Name: Phone #: Email: Miami Shores Villager Buildin g Department' artmen 10050 N.E.2nd Avenue, Miami Shores, Florida 3313U Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. JOB ADDRESS: S S N W "` . City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: D t - 4\ V.-1/4-55F LL 1-P Phone #: 305 —eQZ5° 70 Address: l LS'act' % ■S V 1 "LC 2, `1 City: 1U C36:114 MT'4 d D 1:11 State: L Zip: -33 (e 1 Qualifier Name: Phone #:3 'GS -43,Eba 5 r] State Certification or Registration #: * C ! Cr 15 ( __Certificate of Competency #: Contact Phone #: 3 Q S ° A SqSZ Email Address: F 2 - \C �� 4 (G " 'Y A \-kG O . Cc DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ C ° Square/Linear Footage of Work: Type of Work: Address ❑Alterationlew ORepair/Replace ODemolition Description of Work: R/ L S 'f S t 1 —t_. ********* *** ************ **** ******* ****F s* *+ x***** ******* ***a: **** ********************* Submittal Fee $ Permit Fee $ \\OOCCF$ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Ni Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ Wt 6 '1 '119 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 estimat i' value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lie w brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice oJ' c mmenc ' nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab' ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The for going in trument was acknowl before me this day of 20 11-;-by who is personally known 'o me or who s produced identificatio an NOTARY ` 1 Sign: Print: My Commission Expires: eilApt who Signature C tractor The foregoing instrument was a knowledged (efore me this 5 otSCV day of \- 41•6N , 20.0 -, by IMMIEMMAZIN 0-41D, Sign: Print: My, .................................... r ***44c****kExaniiner **** *** * ***** ** --, Y � is Zoning APPROVED BY ly kno to me or who id ntificntion • ti I►: asprt?duced id take an oath. 0 tivamial lawampip YANI E ' MORALES MY COMMISSION # EE106132 EXPIRES: lime 26, 2015 * * * * * * * * * * * * * ** (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Structural Review Clerk 1 ; NOT AZ S RUSSELL ORI) LS NI RICARDO ; . DIAZ PRES NORTH SCAVN BLVD 21.1 f8... ' MI A141 FL S3181 49 776 NaE.' 2 Mast Date: 10 /01 / 2011 Expiration Date: 09 / 30 / 2012 Basins$$ Tax Receipt #: BT -00178 Off CO TRACTOR RO F1N .AIR COND ON, PLUM DIAZ & RUSSELL CORP 12550 BISCAYNE BLVD SUITE 211 NORTH MiAM% FL 33181 NO T NSF ante1Address zUSSELL CORP 12 B SCAYNE BLVD, SUI' 211 NORTH MIA ML FL 33181 NOT C SI [ESSTAB T.IAP ERE SUS,' OR SOS?_ LE POST IN A OONSP CUOUS PLACE : N-T F BLE PERMIT # CONTRACTOR: 9* 47-QT.T11 l C£ SUBMITTAL DATE: ADDRESS: '3 ``IA G 2 J NAME: RESUBMITAL DATES: ZONING FIRE STRUCTURAL I'%r/t,' i/ 2- ELECTRICAL IMPACT FEES HRS /DERM PLUMBING k MECHANICAL 11- NOC 1, e. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169049 Permit Number: PL -1 -12 -106 Scheduled Inspection Date: September 05, 2012 Inspector: Hernandez, Rafael Owner: HOMUSKA, DUMERCILE Job Address: 55 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: DIAZ & RUSSELL CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010170130 Building Department Comments REPLACE EXISTING SANITARY AND SUPPLY LINE PIPE DAMAGED AND RUSTY as per b.o ok to make extension. post cards sent out late Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Commen September 04, 2012 For Inspections please call: (305)762 -4949 Page 3 of 33 Ill' E Miami Shores Village JAN 2 Q e Building Department BY:k. .. ... 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 No. Pi \2 10(p PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): ��V t 0 e� GE 1V-K) 6S1 GI • Phone #: 3a$ •- 35i - 4 8 4 Z. Address: 23 4_` c S1 O g � 941 A City: *IbLt t- State: F L Zip: 33 0 (-4 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: bb N W S-I- City: Miami Shores /� � County: Folio/Parcel #: 1 1` 31 " 01 ` b I !r/— 0 1 3b Is the Building Historically Designated: Yes NO Miami Dade zip: 33 sr) Flood Zone: CONTRACTOR: Company Name: 'bib-t_ 1LOS SE tL CO PP Phone #: 30.5 Zc '(Y7 0 Address: V S 50 (y tS C b `t E I W+0 . cu t1 4Z t Zl City: 1 v n- b Yt,l heti, State: PL Zip: 3"S t8 Qualifier Name: V L— PAC D O,0 0 0 114,_, Phone#: 305 ° 43q ?)2-51 State Certification or Registration #: C{'-C 1 4 2°160 Z _ Certificate of Competency #: Contact Phone #: , 3 - a 5 " 4 - 5 c A f i ' Z Sri Email Address: G k ' ( l r i CC C Q { O . rietoon m C OW\ DESIGNER: Architect/Engineer.. Phone #: Value of Work for this Permit: $ 13 0 0 Square/Linear Footage of Work: Type of Work: °Address °Alteration UNew ORepair/Replace ❑Demolition Description of Work: QV L CC E 1t tST u Ct S A &v p 14(9 b0-1D d.lP P V 0 Ne p TO '7NM hale 01,4 TY ), Submittal Fee $ Permit Fee $ bV CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1. t 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 PA G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 1 TEND 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 val e exceedin; $2500, the applicant must promise in good faith that a copy of the notice of commencement and constructio :. law 'rochure wi 1 be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded no f com ncement t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is 4. I the absen. ' of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturey Signature Owner or Agent The foregoing instrument was acknowledged before me this 11 The foregoing instrument was acknowledged before me this day orSONPAdi 20 !cz5 by 47 G '. Lt, \. , day of , 20 , by , wh is personally known me or who has produced who is personally known me or . . has produced As identification sd who . id take an oath. A as i entifica ',gin : d o id take an Contractor NOTARY PUBLI Sign: Print: My Commission Ex ires: APPROVED BY YANISDEY MORALES MY COMMISSION # EE106132 EXPIRES: Jaw 26, 2015 I.HOO$* TARV ' Notary Discount Anna Co. NOT Sign: Print: My Commission Expires: • rid; P8 �I .f. * * * * * * * * * * * * * * * * * * * * ** v* *dam°** * * * * * * * * * ** ss tituk Doses /`L Plans Examiner (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Structural Review Clerk STATE OF FLORA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION o CONSTRUCTION INDUSTRY LICENSING EOARtD . 1940 NORTH MON"ROE STREET TALLAHASSEE FL 32399 -0-83 DIAZ, NELSON RICARDO DIAZ & RUSSELL CORP 11241 ROCKINCHO ?SE RD HOLLYWOOD FL 33026 Congratulations! With this license you become 'one of the nearly one million Floridians licensed by the Department of Business a.nd Professional Regulation. Our professionals and businesses rangearom architects to yacht brokers, from :oxers to barbeque restaurants, and they keep Florida's economy strong. Ever;, deyr we work to improve the way we do business in order to serve you better, f-or `or iati n about cur services, please log onto www.myficridalicense.com. There you can find more information abo =ut our divisi is and the regulations that. ^- you, subscribe to department newsletters ono' learn more about the 3o�arn;snt's i 7itiative. ur mission at the Department is:•License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you c n serve your customers. Thank you for doing:.business in Florida, and congratulations on your new license! DETACH CH ` iERE (850) 487 -1395 PA DONOTPORWARD ulAz RUSSELL CORP NELSON RICA DO DIAZ PRES 12SSO BISCAYNE BLVD 211 NORTH tIAMI FL 33181 48, 4R A ��R.'l� CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DDtYYYY) 01/18/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the 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 MMaurisset Ins. DBA FEDUSA 1693 N.W. 27th Ave. Miami, FL 33125 Phone (305) 635 -2800 Fax (305) 636 -3002 CONTACT NAME: PHONE I FAX fA/C No. Extl: INC, Nol: ppE -MA(�tUIL PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC# INSURED Diaz & Russell Corp 12550 Biscayne Blvd #211 North Miami, FL 33181- (305) 439 -8257 INSURER A : AMERICAN VEHICLE GL- 0521017434 -01 INSURER B : 0$12412012 INSURER C: S 1000000 INSURER D : $ 100000 INSURER E S 5000 INSURER F : 5 1000000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY TI-IAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER OD 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 TYPE OF INSURANCE ADDL INSR SUBF WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIDDIYYYY) LIMITS A GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE V OCCUR ❑ GL- 0521017434 -01 08/24/2011 0$12412012 EACH OCCURRENCE S 1000000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100000 MED EXP (Any one person) S 5000 PERSONAL & ADV INJURY 5 1000000 • GENERAL AGGREGATE 5 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: 0 POLICY • JEG • LOC PRODUCTS - COMP/OP AGG 5 2000000 5 AUTOMOBILE LIABILITY ❑ ANY AUTO COMBINED SINGLE LIMIT (Ea accident) s BODILY INJURY Per person) S II ALL OWNED AUTOS BODILY INJURY (Per accident' S ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON -OWNED AUTOS ❑ PROPERTY DAMAGE (Per accident) S 5 S • UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE S AGGREGATE S • DEDUCTIBLE • RETENTION S S S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN NIA WC STATU- r---1 OTH- ❑TORY LIMITS I I ER E.L. EACH ACCIDENT S ANY PROPRIETOR/PARTNER/EX OFFICER/ EM ER EXCLUDED ?ECUTIVEn E.L. DISEASE - EA EMPLOYE S (Mandatory in NH) If Yes. describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Building Departement 10050 NE 2 Ave Miami Shores FL 33138 1 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 CAMILO SOTO ACORD 25 (2009109) QF ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ei ''FC " ' CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDf YYY) 01/18/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the 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 USA General Insurance /USA Insurance Agency 5841 S.W. 137th Ave. Miami, FL 33183 Phone (305) 386 -3305 . Fax (305) 386 -6778 CONTACT NAME Gretell Gonzalez o : (305) 386 -3305 AX No): (305) 386 -6778 ADDRESS* gretellgonzatez @ yahoo.com INSURERS) AFFORDING COVERAGE NAIC g INSURER A : GUARANTEE INSURANCE GROUP INSURED Diaz & Russell Corp 12550 Biscayne Blvd Ste 211 North Miami, FL 33181- (305) 439 -8257 INSURER B INSURER C : EACH OCCURRENCE INSURER D : DAMAGE TO RENTED PREMISES (Ea occurrence) INSURER e: MED EXP (Any one person) INSURER F : PERSONAL & ADV INJURY REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER OD 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL R TYPE OF INSURANCE ADD WVD POUCY NUMBER jM DIYYYYUMMIDDIYYY) UMITS GENERAL UABILITY ❑ COMMERCIAL GENERAL LIABILITY • • CLAIMS•MADE U OCCUR I. EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ • GENERAL AGGREGATE $ GEN'L AGGREGATE UMrr APPLIES PER: • POLICY • P oGi ❑ LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY • ANY AUTO • A S EO • U"� LED NON -OWNED • HIRED AUTOS ❑ AUTOS El ■ (Ea M�� dEDSINGLE UMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPEL TY DAMAGE (Per accident) $ $ ❑ UMBRELLA LIAR • OCCUR • EXCESS LIAR • CLAIMS•MADE EACH OCCURRENCE $ AGGREGATE $ ❑ • _. • RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y 1 N E NIA GWAC342000066 -111 12/18/1011 12/18/1012 • ORYTALITU- • ER L. EACH ACCIDENT $ 100,000.00 $ 500,000.00 AANYICREWMEIEOBEIPAATNER/ (Mandatory in NH) E.L DISEASE - EA EMPLOYE M describe under DESCRIPTION OF OPERATIONS below EL DISEASE - POUCY UMIT $ 100,000.00 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Building Departement 10050 NE 2 Ave Miami Shores FL 33138 I • ACORD 26 (2010/08) QF SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD