The URL can be used to link to this page

RC-12-2178{ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189475 Permit Number: RC -11 -12 -2178 Scheduled Inspection Date: May 01, 2013 Inspector: Bruhn, Norman Owner: Job Address: 190 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: APC ENGINEERING ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1131010230090 Phone: (305)219 -8267 Building Department Comments REMODEL KITCHEN AND BATHS AND INTERIOR UPGRADES Infractio Passed Comments INSPECTOR COMMENTS False 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- 189118. Provide product approval and shutters for new door. NB April 30, 2013 For Inspections please call: (305)762 -4949 Page 13 of 25 A. PERMIT # CONTRACTOR: SUBMITTAL DATE: ADDRESS: \ C4 0 1 I Lj L VZ ST NAME: RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE STRUCTURAL PACT FEES i1v EL ,=%TRICAL G RSIDERM PLUMBING /e /hi"! `z 12 NOC C ANICAL BLDG 1' l®rida Buiode Online Ronda D p tti erq Busines 7. Professifal Regulation mmly: Page 1 of 3 BCIS Home i Log In ' User Registration Hot Topics Submit Surcharge ` Stats & Facts Publications FBC Staff • BC: IESZAMEEEEEEEDIM Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature FL12769 -R1 Affirmation 2010 Approved JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld- wen.com Janet Gerard fbc©jeld-wen.com Technical Representative Steve Saffell Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa @jeld - wen.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management In Validated By National Accreditation & Management In Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM E330 ASTM E331 TAS202 http://www.floridabuilding.org/pr/pr app_dtl. aspx ?param =wG... 11/30/2012 Approvtd u 05 Noted L Fie-Subfrtit %.„; Z., , ' • ifif ear and/ -w- 1 ,...: n sN., r -tirti:.:e fel. any/an delay in the by Ay ' z, i .'" 4 Ciff,€;,(::;/ C.W4FettylIT and/or dmiations Florida Bui ode Online Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved .. affirm that Code. wNch att,]: th Page 2 of 3 No WA FL12769 R1 COC SA12769 signed and • Method 1 Option A 12/16/2011 12/16/2011 12/18/2011 Summary of Products FL # Model, Number or Name Description 12769.1 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -55 Other: Product Can Be Installed In The X, OX /XO, OXO, XX, OXX /XXO, and OXXO Configurations Per Installation Instructions. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Certification Agency Certificate FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 Ri II 3W232008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rot 756MD, Inswinc Created by Independent Third Party: 12769.2 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/ -66 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX /XXO, and OXXO Configurations Per Installation Instructions; and Must Be Installed With Surface Bolts. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410,2.3.2 of the Florida RBC. Certification Agency Certificate FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 R1 H 3W232008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 Ri AE Rpt 756MD, Inswinc Created by Independent Third Party: 12769.3 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -55 Other: Product Can Be Installed In The X, OX /X0, OXO, XX, OXX /XXO, and OXXO Configurations Per Installation Instructions. Certification Agency Certificate FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instruction FL12769 R1 II 3W252008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rpt 754MD, Outswii Created by Independent Third Party: 12769.4 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Certification Agency Certificate httn: / /www.floridabuildina.ora/or /nr ann dtl.asnx ?naram =wG... 11/30/2012 Florida Buil de Online Page 3 of 3 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/ -66 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX /XXO, and OXXO Configurations Per Installation Instructions; and Must Be Installed With Surface Bolts. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 R1 II JW252008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rpt 754MD, Outswit Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida is an AA /EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessil Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed and provide the Department with an email address if they have one. The emails provided may be used for official commi However email addresses are public record. If you do not wish to supply a personal address, please provide the Depar which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pl Product Approval Accepts: arr httn : / /www.floridabuildina.ora/nr /nr ann dtl.asnx ?naram =wG... 11 /30 /2012 ELD -WEN DOOR INSTALLATION DETAILS OURS PREMIUM STEEL WOOD EDGE L LITE NON - IMPACT INSWING UP TO 12' -0" X 6' -8" GENERAL NOTES S DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL E CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE 330 -02, E283-04, E331-00 AND AAMA 1304-02. 1. THIS PROD CODE (I.R.C.) A TO TAS 202 -94, AS 2. 1X AND 2X WOOD BUCKS MATERIAL MUST HAVE ASP 3. CONCRETE OR MASONRY MUST B HAVE A MINIMUM Fc OF 3000ps1 OR THERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK GRAVITY OF 0.55 OR GREATER. HORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL RY /CMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING HOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMB TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR I INSTRUCTIONS FOR NON - IMPACT RATED DOORS. F IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO J DOCUMENT #JII106 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELD -WEN WEBSITE: JELD- PVEN.COM/LEARN/RESOURCES/ INSTALLATION & FINISHING/. FLORIDA APPROVED SHU I I tRS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. CATION 149" 149 MAX. FRAME ER 371/2" MAX. 111 1/2" MAX. FRAME 1 FRAME TYP. D.L.O. SHT. O :kr w INTEGRAL MULL POSTS & DOUBLE -BACK JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. z g z0 7D,NLL POST 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3116 "-1 37 1/2" MAX. O.A. FRAME TYP. O w os LU /5LLL 2 Q O g F ACTIVE NON - IMPACT LITE SEE SHT. #3 SEE SHT FIXED SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 12-0 X 6-8 ELEVATIO DOUBLE BACK DOUBLE DOOR W/ FULL 3-0 SIDELITES 0) 75° MAX. FRAME.-1 -75° MAX. FRAME —! J- 112 1/2" 3 -0 X 6-8 ELEVATION 6-0 X 6-8 (OX) SINGLE (X) & (0) Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2013.02.19 20:03:21 - 05'00' SHEET INDEX SHEET # DESCRIPTION GENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDELITES 2 3 4 5 6 7 ELEVATIONS FOR 3-0 PANELS AND 1 -2 SIDELITES INSWING BOX MULLING DETAILS INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD INSWING VERT. AND HORTZ. SECTIONS IN MASONRY /CONCRETE ANCHORING DETAILS ANCHORING DETAILS S ACTIVE L 6 -0 X 6-8 (XO) FIXED ACTIVE FIXED TABLE 1 DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NON - IMPACT ACTIVE PANELS WITH OR W/0 SIDELITES MAX. PANEL WIDTH = 35 3/4° 6-8 TALL SYSTEMS: (XX ) (XXO) (OXXO) (X ) (OX) (XO) (OXO) is ////1�/ SU FACE BOLTS: WITH SURFACE BOLTS: SURFA BOLTS AND ODL SCMART FRAME INSWING POSITIVE + 55* + 66* + 60* NEGATIVE - 55* - 66* - 60* COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON - COMPRESSION SHIM (0.25° MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 lx WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W/ 1 1/2° MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 #9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1" O.A. IG NON - IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1° O.A. IG NON -IMP. SMART FRAME BY ODL Polypropylene 1 OR 4 13 3/4" O.A. IG NON - IMPACT VENT UNIT BY ODL Polypropylene 1 OVERHANG LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS z 1.0 ME— i 9-0 X 6-8 (OXO) SURFACE BOLTS NOT - REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 9 -0 X 6-8 (OXX OR )0O) OVERHANG RATIO 112 1/2" MAX. FRAME - 9-0 X 6-8 (OOX OR r- -111 1/2" MAX. FRAME I INACTIVE Pr e FIXED ACTIVE 9-0 X 6-8 (OOX OR r- -111 1/2" MAX. FRAME I, WINDOWS DATE: 12/20/2012 SCALE: NONE T'• G.LUBBECKE A00873 I INACTIVE Pr FIXED ACTIVE I, WINDOWS DATE: 12/20/2012 SCALE: NONE T'• G.LUBBECKE A00873 15 1/2° MAX. FRAME TYP. NON - IMPACT LITE SEE SHT. #3 53" MAX. FRAME 4 -2 X 6-8 ELEVATION DOUBLE (OX) 105° MAX. FRAME 89 1/2° MAX. FRAME 15 1/2" MAX. D.L.O. FRAME TYP. SHT. #3 MULL POST SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS 8-4 X 6-8 ELEVATION DOUBLE BACK JAMB MULL 89 1/2° MAX. FRAME 74" MAX. FRAME 15 1/2" MAX. FRAME TYP. 7 -2 X 6-8 ELEVATION DOUBLE DOOR W/ 1 -2 SIDELITES (OXXO) DOUBLE DOOR W/ 1 -2 SIDELITES (XXO OR OXX) 53° MAX. FRAME ■- 68 1/2" MAX. FRAME -► 15 1/2" MAX. 15 1/2" MAX. FRAME TYP. FRAME TYP. .J ACTIVE I FIXED 4 -2 X 6-8 ELEVATION DOUBLE (XO) e FIXED ACTIVE FIXED 37 1/2" MAX. -I FRAME In i • O M d Do AC NF 19 5/8" MAX. D.L.O. 5-4 X 6-8 ELEVATION 3 -0 X 6-8 ELEVATION TRIPLE (OXO) VENT LITE (X) t3 z O- E z E 00 z Lb UJ X §i o N J + W 62 re ottttttlirif� G o o I- o O. sp, g O 0 : DATE: 12/20/2012 -F• NONE a B': G.LUBBECKE D FBPE CER H 1T0,1. 338 BE7KfrH t�t04 !tilklA t H v 0. NO. 29578 SHEET ELEVATIONS GM BY: S.SAFFELL DRAWING No.: A008730 2 or 7 t I FIXE" INACTIVE ACTIVE 7 -2 X 6-8 ELEVATION DOUBLE DOOR W/ 1 -2 SIDELITES (OXXO) DOUBLE DOOR W/ 1 -2 SIDELITES (XXO OR OXX) 53° MAX. FRAME ■- 68 1/2" MAX. FRAME -► 15 1/2" MAX. 15 1/2" MAX. FRAME TYP. FRAME TYP. .J ACTIVE I FIXED 4 -2 X 6-8 ELEVATION DOUBLE (XO) e FIXED ACTIVE FIXED 37 1/2" MAX. -I FRAME In i • O M d Do AC NF 19 5/8" MAX. D.L.O. 5-4 X 6-8 ELEVATION 3 -0 X 6-8 ELEVATION TRIPLE (OXO) VENT LITE (X) t3 z O- E z E 00 z Lb UJ X §i o N J + W 62 re ottttttlirif� G o o I- o O. sp, g O 0 : DATE: 12/20/2012 -F• NONE a B': G.LUBBECKE D FBPE CER H 1T0,1. 338 BE7KfrH t�t04 !tilklA t H v 0. NO. 29578 SHEET ELEVATIONS GM BY: S.SAFFELL DRAWING No.: A008730 2 or 7 g BOX SIDELITE MULL MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX 6- #8 X 2" PFH SCREW AT EACH MULLION TYP. A3 A3 APPLY DAP ALEX PLUS SILICONE OR EQUIV. BETWEEN JAMBS BEFORE MULLING 6" MAX. D.L.O. FIXED ACTIVE 21" MAX. D.L.O. ODL 1" O.A. NON - IMPACT 1 -2 X 6 -8 SHOWN INTERIOR SIDE 1/8° TEMPERED GLASS T 1 3/4" 1 1� 1° MAX. 3/4° AIRSPACE 3/8° MIN. GLASS BITE 1 318" ODL 1" O.A. NON - IMPACT 3 -0 X 6 -8 SHOWN 19 5/8" MAX. D.L.O. C3 ODL 3/4" O.A. VENT LITE NON - IMPACT 1/8" TEMPERED INTERIOR GLASS SIDE INTERIOR 1/8° TEMPERED SIDE, 1 3/4 -L 3/4" AIRSPACE 3/8° MIN. GLASS BITE 1° MAX DETAIL B3 ODL NON - IMPACT GLAZING DETAIL DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 1 1/2" DETAIL B3 ODL SMART FRAME NON - IMPACT GLAZING DETAIL 1/2" GLASS BITE 3/4° O.A. 1/2° AIRGAP 1/8" TEMPERED EXTERIOR SIDE DETAIL C3 ODL VENT FRAME WONLIiUHAy �T I-. z 0 0 O Es g zd DATE: 12/20/2012 LE. NONE DWG. G.LUBBECKE S.SAFFELL DRAWING No.: A008730 SHEET 3 OF 7 1" MIN. 1/2" MIN. EMB. 1/4" MAX. SHIM 1" MIN. 1/8" SEE NOTE #7 ON SHEET 1 #8 X 3' PFH FOR STRIKE PLATE EXTERIOR INSWING OPERATING UNIT W/ OPTIONAL SURFACE BOLT VERTICAL CROSS SECTION HEAD JAMB 0 0 1 1/2" MIN. EMBED. "MIN 1' MIN. 1/4° MAX. SHIM INTERIOR SEE NOTE #7 ON SHEET 1 EXTERIOR 1" MIN. 1 1/2" MIN. EMB. I T- 1/4" MAX. SHIM 0 4X FIXED UNIT INTERIOR HORIZONTAL CROSS SECTION INSWING SHOWN 000 V Tirim AL 2X 1° MIN. 1° MIN. 1 1/2" MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION L1/4» MAX. SHIM 041 1° MIN. SEE NOTE #7 ON SHEET 1 EXTERIOR INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 1/8" INTERIOR HINGE DETAIL: TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #B) INTERIOR EXTERIO � Q O 0© ii 2X 00 SEE NOTE #7 ON SHEET 1 1" MIN. 1" MIN. 1 1/2° MIN. EMB. 1/4" MAX. SHIM SEE NOTE #7 ON SHEET 1 OPTIONAL WOOD BOTTOM I RAIL 0 41 0 1" MIN. 1" MIN. 1/4 MAX. SHIM 1 1/2" MIN. EMBED. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION EXTERIOR 1 1/2" MIN. EMBED. INTERIOR INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD BOTTOM RAIL \1" #8 X 3° PFH FOR STRIKE PLATE 1 1/2" MIN. EMBED. EXTERIOR 1 INSWING FIXED OR OPERATING UNIT /t VERTICAL CROSS SECTION C \ ENDURA ZAIL4566 �y 1 EXTERIOR INTERIOR E 1;I I 0 ICI Po 0 I— 1" MIN am_ III W.6°. A: 14 INTERIOR Imo— 1" MIN NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS 2X BUCK OR 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 5 ID OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ITEM #6, (#9 X 2 1/2 °) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. ® AT SILL PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. 1" MIN (--- INSWING OPERATING UNIT W/ OPTIONAL SURFACE BOLT N VERTICAL CROSS SECTION ‘filVOIRA1Z41b4566 `e5F. Sri � 44. 1" MIN V. '9a FBPE CE 4TE. 338 ilN 3004 f.'tlt'Au H. NO. 29578 DATE: 12/20/20 Ste: NONE ma By G.LUBBECKE SY: S.SAFFELL DRAWING N0.: A008730 SHEET 4 of 7 1 1/4° MIN. EMBED 1° MIN. CONCRETE /MASONRY BY OTHERS 1 MIN. 1° MIN. 1° L 1/1 MAX. SHIM SEE NOTE #7 ON SHEET 1 1 1/4° INTERIOR EXTERIOR INSWING OP RATING UNIT VERTICAL CROSS SECTION HEAD JAMB MIN. 111111tHIIIIMEXT\ © O 1/4° MAX. INTERIOR I 1° MIN. FPI EMB ED. 1° MI N 1° MIN 0 1° MIN. 1° MIN. 1° MIN. 1 1/4° MIN. EMBED ° MIN. 1 MIN. 1° MI raw. 1 °MIN. Lam` 1!4` Wit, MAX. SHIM pit NOTE #7 I 3° PFH FOR TRIKE PLATE Ij IL SEE NO ON SHEET #8X STRIKE SEE NOTE #7 FIXED UNIT ON SHEET 1 HORIZONTAL CROSS SECTION INSWING SHOWN ° MIN. 1' MIN. EXTERIOR 1/S° INTERIOR 1° MIN. 1 1/4° MIN. EMBED T-' 1° MN. CONCRETE/MASONRY BY OTHERS 1" MIN. - 1° MIN. miNiariii -0" : 1 1/4° 4 II MAX. ��.J HIM NOTE #7 EXTERIOR S SEE NO ON SHEET 1 INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB 4. OPTIONAL WOOD INTERIOR BOTTOM RAIL INSWING OPERATING UNIT W/ OPTIONAL SURFACE BOLT VERTICAL CROSS SECTION HEAD JAMB 1 1/4 MIN. EMBED r U Ir 0 M1 #8 X 3° PFH FOR STRIKE PLATE 1 MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION WI OPTIONAL SURFACE BOLT 1 1/4° MIN. ENDURA ZA1L4565 EMBED • INTERIOR 1° MIN L HINGE DETAIL: TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) QCENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) © O 1 1/4° MIN. EMBED. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION 1/4° MAX. SHIM EE NOTE #7 ON SHEET 1 0 rol 011 EXTERIOR' �1 , 1" MIN. tll^ 1/4' MAX. SHIM 1° MIN. 1° MIN. 1 1/4° MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 1 1/4° MIN. EMBED 1° MIN. 1° MIN. 1° MIN. 1° MIN. NOTES: ( �'10PTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY BY OTHERS 2DITEM #6, (#9 X 2 1/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) 1 1/4° MIN. EMB. 1° MIN. 1° MIN. CONCRETE/ MASONRY BY OTHERS EXTERIOR 1/4° MAX. SHIM INTERIOR SEE NOTE #7 ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL 1X BUCK OPTIONAL BO WOOD 1 / % / I RAIL It NTERIOR CONCRETE/MASONRY BY OTHERS 1 MIN ©© 1" MIN. ` 1° MN 1° MIN. 1° MIN. 1/4° MAX. SHIM INTERIOR INSWING FIXED OR OPERATING UNIT VERTICAL CROSS SECTION ENDURA ZAIL4566 ° MIN v'0 EXTERIOR \ \\ \-SEE ITEM #7 ON SHEET 1 1/4° MAX. SHIM 1 1/4° MIN. EMBED INSWING OPERATING UNIT HORIZONTAL CROSS SECTION OPTIONAL 1X BUCK SEE NOTE #7 ON SHEET 1 1 1/2° MIN. EMBED OPTIONAL MASONRYICONCRETE INSTALL CROSS SECTION OF HEAD JAMB OR SIDE JAMB 01111III#I4 N‘•% S F. 0: o S. , ° . 398 ► ° b ° li� 41TE. 338 FBPE CERt! #IAUTH`NO. 29578 2 2 0 U.I J W NI) O Z 8 DAM 12/20/2012 SCAM NONE ow& BY G.LUBBECKE cia. a. S.SAFFELL DRAWING No.: A008730 SHEET 5 OF 7 105" MAX. O.A. FRAME hi 3" TYP. O© 3" TYP.-1 NOTE: SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED 112 1/2" MAX FRAME 6" TYP. 12 -0 X 6 -8 INSWING (60) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 75" MAX FRAME 6" TYP. 6" TYP. 9 -0 X 6 -8 INSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 6-0 X 6 -8 INSWING (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 8-4 X 6-8 INSWING (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) \ 1 a U 0 HI DETAIL A6 (12) ANCHOR LOCATIONS AT MULL POST OR DOUBLE -BACK JAMBS (3-0 SIDELITES ONLY) 398 i I D FBPE CER INSWING ANCHORING DETAILS DATE: 12/20/2012 scnmE: NONE DWG BY: G.LUBBECKE BY S.SAFFELL DRAWING No.: "` 338 A008730 1��4a t.:43 4 I H. NO. 29578 SHEET 6 DF 7 371/2" MAX. O.A. FRAME 0 00 00 6" TYP. l 6" TYP. --►[ I-•-- NOTE: SHIM FOR SUPPORT AT M OR NEAR EACH ANCHOR co IS REQUIRED :L I a: U O 3 -0 X 6-8 INSWING 7 (15) ANCHOR LOCATIONS 6 -0 X 6-8 INSWING SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15 1/2" MAX. FRAME 3" TYP. 74" MAX. O.A. FRAME - 6" TYP.—.--1 6" TYP. 111 1/2" MAX. O.A. FRAME 6" TYP. 1 1 LL M To 1 -2 X 6-8 SIDELITiT (14) ANCHOR LOCATIONS (FROM EDGE OF FRAME) I--9° TYP.- 9° 6" TYP. 3" TYP. x-53" MAX. O.A. FRAME -6" TYP. J 68 1/2" MAX. O.A. FRAME 3" TYP. 9 -0 X 6-8 INSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 89 1/2" MAX. O.A. FRAME r3" TYP. © 6" TYP. 3 °ITYP. -- -I T ii 4 -2 X 6-8 INSWING (24) ANCHOR LOCATIONS (FROM EDGE OF FRAME) — X t X DETAIL B7 (12) ANCHOR LOCATIONS AT ASTRAGAL 4 5 6° TYP. 3" TYP. 5-4 X 6-8 INSWING (30) ANCHOR LOCATIONS (FROM EDGE OF FRAME) ii 2- #8X3 "PFH SCREW t_ 1- BOTTOM SHOOT BOLT INSERT PLUG 4 i 5'' DETAIL C7 1- TOP ASTRAGAL DETAIL D7 STRIKE PLATE (6) ANCHOR LOCATIONS AT MULL POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE (1 -2 SIDELITES ONLY) AT ASTRAGAL 7 -2 X 6 -8 INSWING (38) ANCHOR LOCATIONS (FROM EDGE OF FRAME) DETAIL E7 SILL PLUG INSERT AT ASTRAGAL *<_ ice. 398 CSC '• FBPE CER F o co z t z zb 0 u] x z ° N 4 w z z 5 121 1 z o DATE: 12/20/2012 SCA1E: NONE DWG er: G.LUBBECKE cwc S.SAFFELL � DRAWING No: `H��t?`3004 TE 338 A008730 bft'AUTH. NO. 29578 SHEET 7 OF 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 I (786) 315 -2590 F (786) 315 -2599 ∎ www.miamidade.gov /gconomv SCOPE: 1 a This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AD 12 -32, titled " 22 ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS- 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12- 0410.01 and consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 0/t4 %20 /3 NOA No. 12- 1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 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 by 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.R. 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. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0817.03 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 H ' r y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12- 0410.01 A. DRAWINGS 1. Drawing No. ADI2 -32, titled " 22 ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E -2 "66°#e;-- He A. Makar, P.E. M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 PRODUCT ROGATION 1.781• E ,• I� 1J8P ,.TN' ,ROOF PANEL COVERAGE Wm' PAM. MAIM Lam° DS PROOUCT(AMMO DOMOPRWB,) 'Rp18ADR ,E tOr NAR No. 18 OWE(b0Aa1SMALV. STEEL PADS aN • a °BULL DOIIIYCLO8URE ANGLE 0J-PAN DLD8J PRODUCTREMSED MaraMMellhollorMa No Y o ). • 4143-7i GENERAL NOTES: L TW8INUTUR aYWEYNAS MEN @BIONEDR OTIOVEDARAMOE F0SSaE I101MT PROTECTIVE VOITHINACCa T,a porn KARDAEODDLB COOR WDA6D PROTOCgBTAB W, POR WC{E MacDVPROT. TAR A PORIEWORM SUMO ARPRBBNAR AND TAB =FOR CYCLIC IIINDLOPOIN3 NORIZISDICREARR W ALLOVADiESTRS88NADRWA' MONTHS DMON OP TM AM OR BPAO IS TA M& O. PCOIDOAND A4602TV8 DEMON PAEBSURESTOFEUSHO MOMTHESE DRAMAS SHALL DS WOERONED BY OTHERBONAJODOROCIA0 SA= N ACOdOOM%MIME GOVERNING C ORMREIABCSRa18t0® TO CNAVIA7E PRDB BVRES FORM MON MS PRODUCT. TREWS OVA WREOTONMDT MOTOR ROOM IOAUDVEO 4 THE SHUTTER COMM ODTNID HERON* 01018IIOANDIVORB TOT PROMOS ED'DRMDONWRA 8PEOPIG MIA OMIOGI CONS DEVNTEEROM TM CONDOMS DETNLIO RDPDIIIAMOOED RNOINE R OR RERDIOREDARDITEDT MALL PREMP891RBPOZNa 00O NRIC8TO SD =DIN CONSUNCNw flaNTHISDOODMINE O ROW IgLbeR DMLLME1pYTRD ADEQUACY OFTEE09TON STRUCTURE TO WTISBTINDAMMONw, as OW LOAD. STOOIPAELSD WLBSVISA CMS RIAIT/ApVEpTNOIOFEB KIDS .WRIq LMDDOPo'NfiA�6m PANELSSIALLBS PERMANENTLY tABOLOV NAIOaWMOPdS NAMPO RERPAN.MFDJD•@ OPWygOi MOM EDATDNDE COUNTY PROD CNAROLA PROVED B DRAW PANES WAYS WM D OZONODAmTE81®TOTO1 WUDRN BPANBAD MOB BROM ON TOM ORAMYOB REPEA&OB ONVAR. TONTB8RN3CpDpRARONMTOLOP NAM PI, TM REPORT NO MMT. TOP ft DOTONDSTAMEONN MAYBENTORpWD {EDADMD COMMONS pCTATB. PARS MAY NI ADIDDEDNQ®NTA,LYW END ENOMPOR MNNTINO OQa1W1EIOU0DE•ORV ,A 011.801.186 MOORS CRAM DS EDOOQUE08AWACEDoR STAINLESS MEM*UNAMIOSUal MOM OTa. Al +s RNT DMZ ST oxer `11.PUILL.CE R' K 0MisEm 202761012 proswwN o� T „ WimORAWeMNHM ®HE R 4DMD aa1 (PREP. TO OP MOM TVP (00NN TYPE A8 ROZA A Ap 0200. 0 . Y6202 RRN oVERLAPIWOIWAN (UDE APPROPRIATE SPAN DOM MN WSW IINOTIIM I EI YI I g J YreAt D L o P11111 IN � 610UNfLAST PATE '- „r,N 220.1. PANEL. D MAR s smlv9 PAMILABOUVa • 209.80222MPIR ORMAENIHDODBa MM&@DaMNM. .010KVS28. 1100 %AIR %WOALUMANOE CagiganglagaVAZE. ONReAP BEYOND 0TANOE OmATER MAN OR 110. JA AL OQW 01 tO,tTDEB outman. DATA.= CON FBO SECT1110.Yd) MAX MONO OGNORICONOLLOOV BLOM OR WOOD PRAMN% ()WALL MOUNT CLOSURE DETAIL EOM° CONCRETE MOOR DR WOOD FRMOA 022IO110. Ma. BIQPI BOLTS MTN MMO MEDMv¢aDISPABISMB OOYWAA,B,coSSAN D®MPROPOAIB WAN TARE, n7YPlCN. YDIR1T 2A/AflOR • CBRTRL = pL LJ ALM MOW ®N{NAN=BURR :mem cam DEMMABW% MAY ®RIES® AUDAAGLE®ORJPA OLOSU S PEW (0 (BFM DEMO OW8CITONIMAY WYl MOM CNOIE'SIDLLOW MOON OR WOOD Mama .20.0.2216•04.2021226221 LOADS =SIN* OM:0M O Woo fN3 ANCNOR8C1®IADPtR LOADED MAMT AOCEPIABLOMONORt.POR DOZEN Wpf ,MINA1✓CIpA8� • Ot D ALaA.MSCIDe* W.YW00 I I 1P40.R RDMN LOAM LLES AN ORDQNRLTO WIZZIANOKIRDEVEDIDEPOR ANY AGOEPTABLO A Op, FORMBYd Wpa AD12.6.020MN MOH o.202211.010A8 ®10.00 )UCT RENEWED .._-'• V NYm6 with the Florida Build* Code W � 71 •. • i & 21 y. a0 o•D1 OrAPDOWTcu RE I Dell 8 kVA tn id uunt,, PING "M"4.•:14%,' yyA 0 DOOR .____ • IS $017,0 Nor rolls n 11KIMur YoUwr Im OET Mra O8000112711021722 SIVONO mwrcum.1132 1f*Mm0a11 ROM 014.0001ttienla 2E2ANOHOR IMO 011ye2 OP 1190102E OICOMI 11mx1N1 1gFa E109012e0O00211111. 110110NTUg1a �4 aOrmaa*1ma ©BUILD•OUT MOUNT SECTION 0200201001011172 TBFa 01. 20292°12 SOPSW WW1= v. 100P17•4S triOlw Plwida .1.2.42020 Datidtes Coda aompam 2- 2 , .01 19 Data P22.045102841011 20034 a498.000881FI2024U0 482001¢2 uta.9z ISICNORBOWN eatavoccalvitys mum a1Fx9m1 vaatiostacmasua 3 NPH0r81R80A2) -J VCOOF111202 000_ NF 4M -102 1800100 Ox°F' TRACK 'DIRECT MOUNT SECTION 00.mrmraa 41 e x3u c�ue tsoaxuc OWALL MOUNT SECTION x801 MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN SCHEDULE © FROM GLASS SCHEDULE uwe wrevl 1162210 em9 (DAM 10.1" 10 -P 10.8' 103' 104 104 21.33 0.0 do • ss° sa 04• 0 -S 40 173° 80 0.10 0.2 M 0 -11° 88 0-T 0.10" 00 0•1° 04 SS 7s 893" 71 r4 7'4• T$ 75 797 80 04 0 -0 BO 04 100 84° 04° 110 4.10 4.10' 120 44 130 461" 491• SPAN SCHEDULE NOTES: 11dw 100840x1 xaowduaa9x 1000 *1Tle8w.801®L181 /10000 FOUNT WWI 10011@ 0 01011!* 81 *. a nv 01.10 2.2210001A110,1821.212111.01102* :0.9. 00000140 Aa�.me.miw8�@Ne220 OMP ww rmw (*O..) ar.. 11201 leex*m eeTx..n 1 E-O 278' 1.72" 30 PP 278' 199° 104 3903 390 04 278' 128° 38 04 278° ' 210 104 3.00" 3.00" 0.0 278° 1.78° 40 0$ 278° 22• 0$ 3.00" 3.00" 04 278• 190 48 04 270 241° 04• 2010 2.12" SO 0• 270 1.30 0.10" 278• 277 so 04 04. 270 278 1A3• 2440 70 04 270 1.8t° 790 275" 274° TABLE TO NOTES: i01000hM10®11x.MWB0*0l Wt aemarem*awm.400GWaz. 00 r41w.80,4xn11 601f 0 8040100 54091 amat®. SOMAS la MOO= W R Y lxrxroalvatpamar. asalawavott sarsaatunce re 001M1221392 1901 MU mxml LORD wairaoax �{ .�raa.lmSatw119ee 111 g alo24,1111311.14,7 Men k 4.410f1.00Cx.118000® i ..wmroxnl9nT��1e�,..at i i D 6 �I $ 2 % 1 .a09.vm®.008 0 4a t0ttu117144 ,,,,,C E 4,1•i: //p•:J :70: CA11 X77 . • A w. v. ...... 1. 2-019 ,...Q •. '-ASS � .,06.: �� AD12 -30 •'',47,YAL E.�∎ 2 0P 4 'wnd�d � OCEILUENFLOOR MOUNT SECTION x01 OXISONOOOPORSIS WOOOPRNMO PPS ago P� weTwmnoon PBNEINFTION 001111880 Harm COMAE. �1°" , -w mywro =MOM SOW. 13488001411V80PO1Wdm@1 b: pia Ka awr OBOONNIOSOONTOVI $01601.17rO1 FOR MC OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS MOM m.02MMOonoamn ecnectok 0 SE • ® WALL MOUNT SECTION PRODUer RENEWED mum ay Omplying wghUro Pima& Ekaikecoda enrseounamt. 018HOOaTIFUOMNpmM} DOW p ao...A "ft mwya 7/ oil OM MO u :13,4 we II Ayr 1,95,497-774 If OP SCHODULIM O� LINGWLOOR MOUNT SECTION �nmN lsla I�B o HEA EWSrara a NNNTSEC11ON ItEppolASS l MONOt011CrOalt MUM BLOCK WiCOPIONOPI a , OsW=0Om1TYPN PZIOSOO701 NO. SPAM SOMOULIMPOMPX. r a p roue am4166,aucma �Tmmo' ,'® useco %armmm�aronal aP romo031 OP OIRECT WALL MOUNT SECTION mTIONOW nLuowr aePmMMIKT.a (7.3) HEADER TRACK ISOMETRIC , P TWOK ICU OUP.. All1111/1 TOP Ma. it MORO 100:4 MOP MMUS= rump Wa NwN ep wms<N I 6: ), SI L ACKISOMETRIC TC BOf10tl'XW SOritielrTRACRIPPSVOCIO OIRLMOBPSO ou V, OTOL 1) , NOME ®DOOM TrO,IRKAca �T APE MOM ROPER MIN MIN OP OtiBm.P QUAIIITIOXIOPCION PM1 .MW0a0RWR 1�JJw�Ap.ema fOOKBOOm�r a p em NNN4lp P1Anon ,,, lNL3 k'A °jO° DIRECT ®�mrmvWwALLa�MO U NT A$o crEXT EWR ORELRVATION 46.9ftes No . MOlkgsPLetOc 5 7Y ( a 0° °° ° ! Y 4400 ; E NST ' E ttORIM ygg7�n • »Nano A1312 -30 9060 ANCHOR SPACING SCHEDULE ®ANCHOR SPACING SCHEDULE a00e *um Mira..ow* HOE SPACING SCHEDULE 04'29' THREAD 7857712t409012E12 T23901.65163 Va9(5)v4097 0145410•71.9020 PH0 TMIMOD SCREW 7410519.23440 6409(1)•9374 7H1•O.0101SSS SRAM 1Y$101345 04- 280807 TSt948).23180 *POO)v 23190 570 EDGE DISTANCE 38 72 130 31 48 M 32 Soo • 2 72 07 tar 18.0•180 70 12000/20 48' 025/70' 55 Sr 120180 tar Sr 120 tar 64' 55' 120 iar 85' 41.• tar tar Mr 55' 12.0 tar 04' 35' 1201&• 55' 1201&0 90.4r 14x180 90 2050 3• 02518.0 02' 25' 182' Sr 190 50 120 15000 T ' 51&2 35' 120Sr 65' 12018000 8.5' 126.130 50 30 8.31170 4.• 3.• 120150 84' a5' 82'110 40 0.2' UV lag 35' 125140 0.2' 4• 82.1114' 35' 82.100 30 Sala? 8.81/61 825900 30 150 35' 2.0 190 19.0•00 120184' 8.14 120190 as 20 180 130100 122130 80 84. 82•10.8. 40 55' 12X194' T 9.5' 72'11.0 45' BA' 390'170 30 60 20140 80 Ur 10.3` 30 80 820100 30 MP 820100 ar 110 S2• Sr 30 50 820 tar 30 50 ANCHOR NOTES: 1.8PANSAN0 LOAM L54285174549 HESEARE POP 057 "5M'40 A5C 0119PAW0O MY. MLDYWOLE STORY PANEL SPAN$ FOR8PEC61O LOAM MAO MOORED TO THOSE SHOWN 919024 &LOAM& SPAN MOO= (7/011•971). S2 MITER ANCHOR SCHEDULE BASED ONTO&SBBWOO STRUCTURE MATERIAL & AMMO TM. 8ELE09 DESIGN LOAD & 29x85 HA5 soma 22,672N TO NPRROWFACS OF STUD FRPWal. SWOON 91042139 LOCATED SCENrE2 OF T OR ICUALro50051rvE 0x0014 LOpb 014 SIS)TTE0 057007SIPAN 11854724 THMl000057.70 5020441. 024 •(Sp01epp087U0(SIS'CrEbI81ANCS ISAOWpTASLS FOR 5tO0DPWGS00 }IpWDBNDSN1yW 8. MILE= common OPCONNECONA 21.22. APPROPRIATE (BEEMOUN1D10 DETAILS ON 04x@781 SOUTHERN PL49.0.0y8 OR GREATER 0401091`.100102EWSHALL HAVE POmL1PSPANHFADat HE %HEAR a MFSS)D5Omm7GTCPo TYP005SEDDONAPPR}. 7. •ORSOFA7EDRSCaW$LE 41401220.POD 12'7 REOUSE DFORDIREar5OUH0S37AL1ATC444 4. ANCHORS MOIL CO 0STAME0 IN A000fIDAMS7 574 MANUFACTURERS. 82007)0143 5MOM**MOM Mutt HAVE MEOW OF 177 EW0313007Y0F THREADS S EOM 4140402020 MAY HAVE &MOM 493114087M10TUREIS 9A)05PRf0R65, 0057152 CONDITIONS MAY VARY. FIELD VERIFY THAT E7XERA PAN HEAD, TR099 HPAO, OIINAFERHPAO (SMARM 901.T). 9990EUCT ReVIBD FASTDD+ABARS 114702200 t7EROOD FRAMalel MEMSS NOT PLYWOOD. FASTENING O. 1001024 104891114207 MD ICOEDISTANCE E %CL10E8 STUCCO OROTHERWAUFOIt g.p 5.7,,,. � ACCEPTABLE ONLY FOR 80 CLOSISEPIECFS 10. 0E95114$05$4M9IOR ICNDMOOS WINCH ARE NOTROOESCASE FOR USE BvmgOtg' ftia tl soas5ty223,65531121222212 149 HaEldfm Code Date •. Ft"li X18 1c !AO** # 25'7200 DISTANCE 30 49 S 72 130 20 MO4 COSMOS 1251 74' 25' 92.188. 12' 7.5' e2'108. 4r Sr 870 T at 50 8:2' 57 30 a5' 20 EDGE DISTANCE 116• 152 . 110 Sr 0.T ANCHOR 1/4.21Sr7YEEp LOAD ( 31 70NSWTO&SIN 00;41r/re 4126.1SsS01as 513145 1 575 cooa,YPE SPANS UP 7010.8711 C0322 TITS 160' 1677 9'0 150 160 ANCHOR LOAD (DS}) SPANS NIP TO aeae CONN TYPE M MUS TO oats CONN TYPE 6 ANCHOR LOAD °MO VAANBUP TO 5349 001547YPE SPA14$UP 70 2621 201414172E 122150 Sr 0.4. lr152. 04' 52 EL000PCON Cl7a129 POCONC) 7 5)•49100 '47(5)v*7&M t74.21.7A7 EMBED 40 S 17 SD S 120190 00190 120 180 180 tar 125lS0132.144' 12516038100 12516018.•18.0 12013•29r150 Sr10.0110130 126. 1&0 80112 12r 182 80150 02.0 00 11.•100 1209'0'11.8.180 /20190 24157. 1201&7 80lar 120/&9' &7100 02000 80100 1 Or24Sf4 MOOD MOO TAPCON 0294999212 0OIC) 7.9012'48aa 7015(0)•47520 90 45 S 86 72 -130 170 .9'0 155' S4' ler '140 160 A1r 140 190 182 110 180 72. 182' 90 197 e.0' 180 1700x• at Er 1/0s1dw•1001FD 5420 7470724 7.1245 V22202). 36E06 as 45 2 72 tat 15.1' 180 192 107 100 124' 52' 11$' 53' Sir T 110 CA• MP fir 80 5' SS Sr MLPOSi58S01919ET MEAD MEW 47253102 7417(0)•42 V442(1).4a 044242•E4890 40 • 69 72 180 120180180180 124'18r15216r 120180t48.1ST lariat, 7.5' Sr tar lace I8r'l84' 120S2 S2tl22 180 Sr 7.0 5. 125190 7.• 01. 120190 7.1' 59' 12riS210.r'12r 125'152 74' Or far la0 7.1' 12 120 Sr 7.1' Br 126.00 7.5' 45' 114' 29418•101500 241:20SES 605ID4E7 LOW S11&13402402 700910 .421190 201105) -42249 39 4e • 2 49 72 (tar tar 150 174' .157 180 125 10.5' 84' ler 140 15• 10.1' 162 8.8. 100 Br 180 35' 16.8 1/•01'70104872 ALL'POWIS 801.11.2097 L0000400 ANCHOR 725959-42449 V40954'45840 114'214E215217 E700 74N51J541E 12112423597100IX405 70009) 4207.49 10145)•2580 98 S • S as 72 as 46 • 65 M 72 tar 180 10.5 141' 150 120 140 10r 170 S2 16.0 114' 14.0 tar 11.5. Er T 70 84' 88' 152 975' 172 0.2. tar 70 5.6' 8.7. SX 8.T 190 7R' 35 5.4' 75' e0' 0.4• 40• ST 40 0=7 55483/1515 120435apoCOaa) T45SM'372.98 0411719-58500 as 40 • 88 72 180 0001771 0 120 190190155' 12riarHOtar 170 18019.0132. 125157 et 90 12015.0t3s19T 12019r 4012? 1209'0 5010.4. 120 tar 00 9'4. 126.00'02 at 028197 0r120 12050 0.5 sr 110180 or a4' 120192 65' 0.r 120180 T VP 24.ol4EOOM 4000 904.12515 MAMBO 752059)'3T2.00 WW2) . 585.99 30 45 • 2 as 72 150 170' 18r tar 145' ler 110 180 80 187 125' at at 184' 85' tar 40 170 40 157 04'29' THREAD 7857712t409012E12 T23901.65163 Va9(5)v4097 0145410•71.9020 PH0 TMIMOD SCREW 7410519.23440 6409(1)•9374 7H1•O.0101SSS SRAM 1Y$101345 04- 280807 TSt948).23180 *POO)v 23190 570 EDGE DISTANCE 38 72 130 31 48 M 32 Soo • 2 72 07 tar 18.0•180 70 12000/20 48' 025/70' 55 Sr 120180 tar Sr 120 tar 64' 55' 120 iar 85' 41.• tar tar Mr 55' 12.0 tar 04' 35' 1201&• 55' 1201&0 90.4r 14x180 90 2050 3• 02518.0 02' 25' 182' Sr 190 50 120 15000 T ' 51&2 35' 120Sr 65' 12018000 8.5' 126.130 50 30 8.31170 4.• 3.• 120150 84' a5' 82'110 40 0.2' UV lag 35' 125140 0.2' 4• 82.1114' 35' 82.100 30 Sala? 8.81/61 825900 30 150 35' 2.0 190 19.0•00 120184' 8.14 120190 as 20 180 130100 122130 80 84. 82•10.8. 40 55' 12X194' T 9.5' 72'11.0 45' BA' 390'170 30 60 20140 80 Ur 10.3` 30 80 820100 30 MP 820100 ar 110 S2• Sr 30 50 820 tar 30 50 ANCHOR NOTES: 1.8PANSAN0 LOAM L54285174549 HESEARE POP 057 "5M'40 A5C 0119PAW0O MY. MLDYWOLE STORY PANEL SPAN$ FOR8PEC61O LOAM MAO MOORED TO THOSE SHOWN 919024 &LOAM& SPAN MOO= (7/011•971). S2 MITER ANCHOR SCHEDULE BASED ONTO&SBBWOO STRUCTURE MATERIAL & AMMO TM. 8ELE09 DESIGN LOAD & 29x85 HA5 soma 22,672N TO NPRROWFACS OF STUD FRPWal. SWOON 91042139 LOCATED SCENrE2 OF T OR ICUALro50051rvE 0x0014 LOpb 014 SIS)TTE0 057007SIPAN 11854724 THMl000057.70 5020441. 024 •(Sp01epp087U0(SIS'CrEbI81ANCS ISAOWpTASLS FOR 5tO0DPWGS00 }IpWDBNDSN1yW 8. MILE= common OPCONNECONA 21.22. APPROPRIATE (BEEMOUN1D10 DETAILS ON 04x@781 SOUTHERN PL49.0.0y8 OR GREATER 0401091`.100102EWSHALL HAVE POmL1PSPANHFADat HE %HEAR a MFSS)D5Omm7GTCPo TYP005SEDDONAPPR}. 7. •ORSOFA7EDRSCaW$LE 41401220.POD 12'7 REOUSE DFORDIREar5OUH0S37AL1ATC444 4. ANCHORS MOIL CO 0STAME0 IN A000fIDAMS7 574 MANUFACTURERS. 82007)0143 5MOM**MOM Mutt HAVE MEOW OF 177 EW0313007Y0F THREADS S EOM 4140402020 MAY HAVE &MOM 493114087M10TUREIS 9A)05PRf0R65, 0057152 CONDITIONS MAY VARY. FIELD VERIFY THAT E7XERA PAN HEAD, TR099 HPAO, OIINAFERHPAO (SMARM 901.T). 9990EUCT ReVIBD FASTDD+ABARS 114702200 t7EROOD FRAMalel MEMSS NOT PLYWOOD. FASTENING O. 1001024 104891114207 MD ICOEDISTANCE E %CL10E8 STUCCO OROTHERWAUFOIt g.p 5.7,,,. � ACCEPTABLE ONLY FOR 80 CLOSISEPIECFS 10. 0E95114$05$4M9IOR ICNDMOOS WINCH ARE NOTROOESCASE FOR USE BvmgOtg' ftia tl soas5ty223,65531121222212 149 HaEldfm Code Date •. Ft"li X18 1c !AO** # 0021- 14E11010 1320 WON 740084.SOS V.0001. MOO 30 49 S 72 130 1251571 000 175164•12.7.125 125.154' Er tar 120130 55' E0 510 aT 50 as 1251 74' 25' 92.188. 12' 7.5' e2'108. 4r Sr 870 T at 50 8:2' 57 30 a5' 125126" 9.4• 75' 595150 12 T or 0.7. at 50 Sr 9.5' 15' 85' Sr 90 a5 at 116• 152 . 110 Sr 0.T 114•30.701110M0 35 1a2.18•1as1e0 1301600a1o2 170180 84" CT 160' 1677 9'0 150 160 ALL•POlS18591.01612T LEADasato ANCHOR 40 • SS 2X1542IS.rtar 170'180147110 lariat 8.6• at 120180 St SS larlar at St lad sr ear 6.4. 7.1' 42 701000).990 Y15920) °249 72 SO lariat as- at 122150 Er SS 122150 Sr 0.4. lr152. 04' 52 122172 Sr 9r 122. 'Er at 9'0 Or 20114•101219) ACA P2.392U5A7E 2 40 • 00180 00 120 tar104'1217 sr Tr 140 72 77 010114' 4.r 65' 82011s- 52 01• Sr Sr Sr 40 Tmp(ro7.24. >5 68 1700x• at Er 524' S0 Er Er Sr AI' Sr 4T V�(m).23595 190 Sr 9. Sr 4.7 51r 05' St OT Sr sr Sr 04'29' THREAD 7857712t409012E12 T23901.65163 Va9(5)v4097 0145410•71.9020 PH0 TMIMOD SCREW 7410519.23440 6409(1)•9374 7H1•O.0101SSS SRAM 1Y$101345 04- 280807 TSt948).23180 *POO)v 23190 570 EDGE DISTANCE 38 72 130 31 48 M 32 Soo • 2 72 07 tar 18.0•180 70 12000/20 48' 025/70' 55 Sr 120180 tar Sr 120 tar 64' 55' 120 iar 85' 41.• tar tar Mr 55' 12.0 tar 04' 35' 1201&• 55' 1201&0 90.4r 14x180 90 2050 3• 02518.0 02' 25' 182' Sr 190 50 120 15000 T ' 51&2 35' 120Sr 65' 12018000 8.5' 126.130 50 30 8.31170 4.• 3.• 120150 84' a5' 82'110 40 0.2' UV lag 35' 125140 0.2' 4• 82.1114' 35' 82.100 30 Sala? 8.81/61 825900 30 150 35' 2.0 190 19.0•00 120184' 8.14 120190 as 20 180 130100 122130 80 84. 82•10.8. 40 55' 12X194' T 9.5' 72'11.0 45' BA' 390'170 30 60 20140 80 Ur 10.3` 30 80 820100 30 MP 820100 ar 110 S2• Sr 30 50 820 tar 30 50 ANCHOR NOTES: 1.8PANSAN0 LOAM L54285174549 HESEARE POP 057 "5M'40 A5C 0119PAW0O MY. MLDYWOLE STORY PANEL SPAN$ FOR8PEC61O LOAM MAO MOORED TO THOSE SHOWN 919024 &LOAM& SPAN MOO= (7/011•971). S2 MITER ANCHOR SCHEDULE BASED ONTO&SBBWOO STRUCTURE MATERIAL & AMMO TM. 8ELE09 DESIGN LOAD & 29x85 HA5 soma 22,672N TO NPRROWFACS OF STUD FRPWal. SWOON 91042139 LOCATED SCENrE2 OF T OR ICUALro50051rvE 0x0014 LOpb 014 SIS)TTE0 057007SIPAN 11854724 THMl000057.70 5020441. 024 •(Sp01epp087U0(SIS'CrEbI81ANCS ISAOWpTASLS FOR 5tO0DPWGS00 }IpWDBNDSN1yW 8. MILE= common OPCONNECONA 21.22. APPROPRIATE (BEEMOUN1D10 DETAILS ON 04x@781 SOUTHERN PL49.0.0y8 OR GREATER 0401091`.100102EWSHALL HAVE POmL1PSPANHFADat HE %HEAR a MFSS)D5Omm7GTCPo TYP005SEDDONAPPR}. 7. •ORSOFA7EDRSCaW$LE 41401220.POD 12'7 REOUSE DFORDIREar5OUH0S37AL1ATC444 4. ANCHORS MOIL CO 0STAME0 IN A000fIDAMS7 574 MANUFACTURERS. 82007)0143 5MOM**MOM Mutt HAVE MEOW OF 177 EW0313007Y0F THREADS S EOM 4140402020 MAY HAVE &MOM 493114087M10TUREIS 9A)05PRf0R65, 0057152 CONDITIONS MAY VARY. FIELD VERIFY THAT E7XERA PAN HEAD, TR099 HPAO, OIINAFERHPAO (SMARM 901.T). 9990EUCT ReVIBD FASTDD+ABARS 114702200 t7EROOD FRAMalel MEMSS NOT PLYWOOD. FASTENING O. 1001024 104891114207 MD ICOEDISTANCE E %CL10E8 STUCCO OROTHERWAUFOIt g.p 5.7,,,. � ACCEPTABLE ONLY FOR 80 CLOSISEPIECFS 10. 0E95114$05$4M9IOR ICNDMOOS WINCH ARE NOTROOESCASE FOR USE BvmgOtg' ftia tl soas5ty223,65531121222212 149 HaEldfm Code Date •. Ft"li X18 1c !AO** # 14S'2h1/CN11210 E20 TAPCON Ta0f0) °21&49 .388.90 as 40 38 72 101 150 180 110 i 5A' 6t 195. tar 150 140 1st 75' 52 80 116• 152 . 110 Sr 0.T 174•2W/SE6SL0 AS.2W175 50LE0SET 260 51100/270170 743,296.2921.20 *WO °410.00 39 49 • 60 72 49' 180 162 172 108 et tar' 18.0' 150' 160 095' 85' 84' 42 4.4 160' 1677 9'0 150 160 709744)•17440 tM2b1f4•E61B® BtOb 7255LYA75 Tao* . 29673 V4[a)'2310 31 49 • 99 00 ,tat 160 at 4T 180 1S0• 152' 124' 7.1' 42 142 121' 154' 9.5' woos 1111$ir huu 1q bVii 40g6g Agg6g.Ygg6g 45;tt4c444$44444 '4tt4itt4it4t41 644 44=4r,44t, woad ggg6g ®ggg6g ■44a4;;i,4 44444 4444 455; 446'1 9 I•o•1120S0 7191IS70.120 MOW 7091417.968.2 10.9914.e2.9 4148t•17•17MEga 119413113.0001)8424901 144511'2449 705405'88.74 150 150 Sr at T 9'a 0.r tar tar 155' 154' 152 1ST 1 144• 00 0,0112 J Oy \..OED gtvl • PT.E•. Sal= 4,710..: p•• e A 12 ��6 AD12 -30 4 09 114'0144'4.GSOD 90 tar Er as 52 MOO TApbN 40 tar 7.5' Er 4.0 709744)•17440 70 Vt CCa' 60 32' Ymp(14vsla.as 130 E8' 4r 52 Er 2/4.21'710 MUD ALL4034188011243ET 39 40 'Sr 25' 140 tar SOX 0.0 70 e5' 18005 0081 100199 'MO • 58 72 11.T 95' 55' 740 74' 54' 80 44' Y69505)'269.00 789 er er 04' 42' Iles1.1R'SIBED 83 110 94' 7.5' 55' E120 PANEYATE 49 3T St 52' as SO 749910)•20180 0.099)4I55.49 72 130 T 40 91• 40 � 4.4. 95' T woos 1111$ir huu 1q bVii 40g6g Agg6g.Ygg6g 45;tt4c444$44444 '4tt4itt4it4t41 644 44=4r,44t, woad ggg6g ®ggg6g ■44a4;;i,4 44444 4444 455; 446'1 9 I•o•1120S0 7191IS70.120 MOW 7091417.968.2 10.9914.e2.9 4148t•17•17MEga 119413113.0001)8424901 144511'2449 705405'88.74 150 150 Sr at T 9'a 0.r tar tar 155' 154' 152 1ST 1 144• 00 0,0112 J Oy \..OED gtvl • PT.E•. Sal= 4,710..: p•• e A 12 ��6 AD12 -30 4 09 V L. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 186328 Permit Number: RC -11 -12 -2178 Scheduled Inspection Date: February 25, 2013 Inspector: Bruhn, Norman Owner: Job Address: 190 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: APC ENGINEERING ENTERPRISES INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number Parcel Number 1131010230090 Phone: (305)219 -8267 Building Department Comments REMODEL KITCHEN AND BATHS AND INTERIOR UPGRADES 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 POURING BACK THE CONCRETE SLAB CUT FOR PLUMBING WORK February 22, 2013 For Inspections please call: (305)762 -4949 Page 25 of 25 FEB -20 -2013 05:27 FROM: e‘..3 Po, Lc) TO:3059055073 P.1'1 Notice of Preventative Treatments for Termites (As required by Florida Building Code (F8C)104Z6) i itin Pest COntroI 16502 NW 89 ct. Miami LakM Fl 33018 305 558 -2332 MO !O . fit id ix r,° 4 n r /aim . nce'S F .3. -Cd Addres8 of Treatment or Lot/Block of Treetment 41200 fn.t RE,/ eig lci'a J1/�1'(e r 2-24-13 Date Product Used Percent Concentration Applicator . r tIS►4GLOA -4 e� Chemical used (active ingredient) Number dueller's applied /0 0 Area trreateri (square feet) Linear feet kaat d r1264441.. Stage of tint jHoitzOntaI, vertical. Adjoining Slab, retreat of dishabed area) As par 104.2.6. If soli chemical barrier method for termite prevention is used. final eaterter treatment shall be completed prior to flnaI building approd- if tilb mica le for the final extoller treatment, initial and date this line Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: /9 // /• /0a S' FBC 201 Permit No. Master Permit No.1 t ROOFING City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Zip: NO 1%- Flood Zone: OWNER: Name (Fee Simple Titleholder): 4 / A- tea► v e.f {rn n n 'fl' Phone #: 3 or - 11-6 z Address: 61 /S6 W° / City: rf' ff ( ea Al State: re- Zip: ?,U/ Tenant/Lessee Name: Phone #: Email: o CONTRACTOR: Company Name: 4 PC vac'? r7c1. Phone #: Tor 0 (1 Z� 7 Address: I 5_0 hi (0 1147 v-e_ City: XI et ( -r;4 A State: f L Qualifier Name: Pqv t d (Ai 6 2. State Certification or Registration #: 6' A-V S-7P 7 Certificate of Competency #: Contact Phone#: iU S "2/ %� Z 7 Email Address: dePi/i idert e (fm q r r I C OIv, DESIGNER: Architect/Engineer: 4(f tt re #"el Phone#: Zip: 2,70 v Phone #: �Ca �' ^eye t 7- s)--?.e° Value of Work for this Permit: $ /0 LC Type of Work: Addition Alteration ,W d i 4-e Aj eri 61e9i-wdey Des�pti("n of Work �� fl� � .�° Square/Linear Footage of Work: New lt�°Repair/Replace 0..s UDemolition olor`thru tile: +real ra Cr f,.d' • : * *: x**: x+ x******** ***** ***x:***+x*********** Fees *© �x�x�x* �x***** �x�: �a�x** * *x��xx�**** *�x�x�x�x�x *+u�xx�+ *** Submittal Fee $� Permit Fee $ 2170 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 145 "CO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip r 14 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 0I� 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 FTFCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4 Signs Owner or Agent The foregoing instrument was acknowledged before me this A 6 V day of I , 20 12, by 12 41"a Pd (°i PG rY who it rsonall 11.__.)0 to me or who has produced As identification and who did take an oath. NOTAR 'IJBLIC: S. Print: My Commission Exp. * * * * * * * * * * * * * * * * ** APPROVED BY '4.L.e� f 1, . J /4. Contra'or , The foregoing instrument was acknowledged before me this ) I day of 1 , 20 I L, by'1 -- v %C9 �1P��'t; t ( , who i +ersonally kno o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: S My Comttsi es: SANDY ROMERO Notary Pune - State of Florida My Conan. Expires Jul 25, 2015 * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) *, **** * C * * ** ** ** r*** Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOUO NO. !, ' 0 l -02-3 -c4) 00 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. 1111111111111111111111 11111111111111111111111 CFN 2013R0087633 OR Bk 28471 N 0918 °s Ups) RECORDED 02/01/2013 13°33520 HARVEY RUVIN, CLERK OF COURT MIAl1I -DADE COUI'ITY/ FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street /address: ( #15 i (tZ ni + (' t+o of t i�..O r J° Lo'a.c 03140;4 cWorel 2. Description of improvement Re moat] vrte rid ewe 3. Owner(s) name and address: Pp \V 1I ""=rn ayes -•t-rl € let $5 interest in property: ex, 7&,A r- Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: iii c ?a h) Ind ° goi- t^qopt i lavt2.�(.rtk� FG '43 of k At( Nfv ete,.,-f ac:-- r ,atc? 4,, f ©'-'4Ave 5. Surety: (Payment bond required by owner from contractor, If any) t 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)(x)7., Florida Statutes, Name, address and phone number: `)a ti, 4 D L evti1 ( i .i-(S e' 1.6 10 't a tiNe 14- tel ((4 L� 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 d+tc?t ear, .331,1 9. Expiration date of this Notice of Commencement ) ft- (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) 6f� 1,er(s).,Or . �f oriz Officer/Director/Partner/Manager By Prepared By �r Print Name i ( (n rat 44 ee.--( -ts._ Print Name TltOffice Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The le/ foregoing Instrument was acknowledged before me this i 2 I3 day of BY (3 Injviduaily, or U as for IVOI5ersonally known, or ❑ produced the following type of Iden Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92b25. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. I' x.(,13 Bi s) of } lei_ 123.01.02 PAGES 3/10 s)'s Nthorized Officer/Director/Partner/M �+ �. By IVI iami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: e.c) 1272, IR' DATE: II20) • a,19 us--] . riAv,tok 1dd • Contractor Owner Architect u sets of plans an' e h ) Address: 1 "O 110 1,0 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: 1 —k I ) PERMIT CLERK INITIAL: /l— a(-(�— Miami Shores Village Building Department 10050 N.E 2nd Avenu Miami Shores, Florida 3313 Tel: (305) 795.220 Fax: (305) 756 897 Permit No. Os— 2.171 Job Name PLUMBING CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: oZ I -2 g- DATE: 1 128 / I, --(-)Q (c d c QcAsl ({ GL 1'C tractor e'Owner ❑ Architect Picked up 2 sets of plans and (other) Address: MO » ``) ' C® Z 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 PERMIT CLERK INITIAL:( / RESUBMITTED DATE: ‘4D-'I 1 `. '7-- PERMIT CLERK INITIAL: 1c2-4, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: �r} O%/jp DATE: /JO 6: 41 I, ‘--D.41,(;f1 rPv/jai ''Contractor o Owner Architect ,Q /� ,J Picked up 2 sets of plans and (other) / %4,r � , ff Address: /9/, //4.1 /6:ki 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: _ PERMIT CLERK INITIAL: e _ rI k l L I Permit No: 12 -2178 Job Name: November 28, 2012 Building Critique Sheet Page 1 of 1 Provide all sub permit applications prior to any further reviews. 34' Identify the occupancy type on the plans. R -3 31' Sp -1 has incorrect code references in the notes. Please correct or remove. —'4) Provide a plan that shows all existing interior bearing walls. 5) Provide details of the new supports for the roof and ceiling structure where interior bearing walls are removed. Include calculations. \6) Provide energy calculations. 7) The wind load design criteria must be shown on plans. 8) Provide a detail of the masonry infill. Show the attachment of the new to the existing. 9) Provide the design wind loads for the new /altered openings. N,10) Provide product approvals for the new /altered openings. 11) The plans must include the insulation requirements that match the energy calculations. 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 FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method ProjectName: ' PROPOSED INTERIOR REMODELING De Puglia BuilderName: Street: 190 NW 102ND ST Permit Office: City, State, Zip: MIAMI SHORES , FL , Permit Number: Owner: MR. DAVID DIPUGLIA Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing(Projected -2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 2395 Conditioned floor area below grade (ft2) 0 7. Windows (181.0 sqft.) Description Area a. U- Factor: SgI, U =1.27 181.03 ft2 SHGC: SHGC =0.45 b. U-Factor N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor. N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.450 8. Floor Types (2395.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2395.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (1716.0 sqft.) a. Concrete Block - Ext Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (2395.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. b. Conservation features 15. Credits Insulation Area R=4.1 1716.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R =30.0 2395.00 ft 2 R= ft2 R= ft2 R ft2 6 500 kBtu/hr Efficiency 47.0 SEER:16.00 kBtu/hr Efficiency 34.0 COP:1.00 EF:0.000 Pstat Glass /Floor Area: 0.076 Total Proposed Modified Loads: 56.05 Total Standard Reference Loads: 72.47 PASS I hereby certify that the lans and s • - «� cations covered by this calculation are in ccmplia e Florida Energy Code. a PREPARED BY A 1 A Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. � BUILDING OFFICIAL'' s' °iB S�', %r ' ,, fl, 44, _, =. .. appallb 0 ► ,. DATE. 7M M111 '2,- * •._ f 4b I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE. DATE. - Compliance requires completion of a Florida Air Barrier and Insulation inspection Checklist 12/11/2012 10:58 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: PROPOSED INTERIOR REM Bedrooms: 4 Address Type: StreetAddress Building Type: User ConditionedArea: 2395 Lot# Owner: MR. DAVID DIPUGLIA Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: BuilderName: RotateAngle: 0 Street: 190 NW 102ND ST Permit Office: Cross Ventilation: County: MIAMI Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES , FamilyType: Single - family FL , New/Existing: Existing(Projected) Comment: CLIMATE V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2395 19160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2395 19160 Yes 5 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 214.7 ft 0.01 2395 ft2 ____ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flattile /slate 2594 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2395 ft2 N N CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 2395 ft2 0.11 Wood 12/11/2012 10:58 AM EnergyGauge ® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 • WALLS Adjacent Width Height Sheathing Framing Solar Below • .. �. ,.- Space ..r.. . -�. 1 N Exterior Concrete Block - Ext Insul Main 4.1 54 9 8 438 ft2 0 0 0.75 0 S Exterior Concrete Block - Ext Insul Main 4.1 54 9 8 438 ft2 0 0 0.75 0 E Exterior Concrete Block - Ext Insul Main 4.1 52 6 8 420 ft2 0 0 0.75 0 W Exterior Concrete Block - Ext Insul Main 4.1 52 6 8 420 ft2 0 0 0.75 0 2 _ 3 _ 4 DOORS V # Omt Door Type Space Storms U -Value F1 Width In Ft Height In Area 1 N Wood Main None 0.460000 3 6 8 20 ft2 2 S Wood Main None 0.460000 3 6 8 20 ft2 3 S Wood Main None 0.460000 3 6 8 20 ft2 4 S Wood Main None 0.460000 3 6 8 16.66666 5 S Wood Main None 0.460000 3 6 8 16.66666 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation IntShade Screening 1 N 1 Metal Single (Clear) Yes 1.27 0.45 12.84722 1 ft 6 in 4 ft 0 in None None 2 N 1 Metal Single (Clear) Yes 1.27 0.45 11.45833 1 ft 6 in 4 ft 0 in None None 3 N 1 Metal Single (Clear) Yes 1.27 0.45 18.75 ft2 1 ft 6 in 4 ft 0 in None None 4 S 2 Metal Single (Clear) Yes 1.27 0.45 13.875 ft2 1 ft 6 in 4 ft 0 in None None 5 S 2 Metal Single (Clear) Yes 127 0.45 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 6 S 2 Metal Single (Clear) Yes 1.27 0.45 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 7 E 3 Metal Single (Clear) Yes 1.27 0.45 51.38888 1 ft 6 in 4 ft 0 in Drapes/blinds None 8 E 3 Metal Single (Clear) Yes 127 0.45 5.652777 1 ft 6 in 4 ft 0 in Drapes/blinds None 9 W 4 Metal Single (Clear) Yes 1.27 0.45 25.69444 1 ft 6 in 4 ft 0 in Drapes/blinds None 10 W 4 Metal Single (Clear) Yes 1.27 0.45 12.84722 1 ft 6 in 4 ft 0 in Drapes/blinds None 11 W 4 Metal Single (Clear) Yes 1.27 0.45 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3141.06 172.440 324.298 0.34500 9.83630 HEATING SYSTEM J # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 12/11 /2012 10:58 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 • ` COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.717 1 sys#1 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # CompanyName System Model# Collector Model# Area Volume FEF ft2 DUCTS / - Supply — — Return — Air Percent HVAC # V # Location R -Value Area Location Area LeakageType Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 500 ft2 Attic 400 ft2 DefaultLeakage Main (Default) c(Default) % 1 1 TEMPERATURES ProgramableThermostat: Cooling Venting Jan ] Jan Y Feb Mar ] Feb X Mar Cei A r X] Apr ing Fans: Ma € ] May Jun il [ ] Jun Jul [ Jul Au Se [ ] Aug [ ] Sep Oct x Oct ]Nov )C Nov Dec Dec ThermostatSchedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/11 /2012 10:58 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 190 NW 102ND ST MIAMI SHORES, FL, PERMIT #: i MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. 12/11/2012 10:58 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Building Input Summary Report PROJECT Title: PROPOSED INTERIOR REM Bedrooms: 4 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. MR. DAVID DIPUGLIA Conditioned Area: 2395 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 190 NW 102ND ST Permit Office: Rotate Angle: 0 County: MIAMI Jurisdiction: Cross Ventilation: City, State, Zip: MIAMI SHORES , Family Type: Single- family Whole House Fan: FL , New/Existing: Existing (Projected) Terrain: Suburban Year Construct: 1942 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 214.7 ft 0.01 2395 ft2 — 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 2594 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 1 of 4 Building Input Summary Report 12/11/2012 10:58 AM EnergyGauge® USRFZB v3.0 Page 2 of 4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2395 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic Q Main 30 2395 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Adjacent Omt To Wall Type Space Cavity Width R -Value Ft In Height Sheathing Framing Solar Below Ft In Area R -Value Fraction Absor. Grade% 1 2 3 4 N Exterior Concrete Block - Ext Insul S Exterior Concrete Block - Ext Insul E Exterior Concrete Block - Ext Insul W Exterior Concrete Block - Ext Insul Main Main Main Main 4.1 54 4.1 54 4.1 52 4.1 52 9 8 438 ft2 0 0 0.75 0 9 8 438 ft2 0 0 0.75 0 6 8 420 ft2 0 0 0.75 0 6 8 420 ft2 0 0 0.75 0 DOORS Omt Door Type Space Storms Width Height U -Value Ft In Ft In Area 1 2 3 4 5 N Wood N Wood N Wood N Wood N Wood Main Main Main Main Main None None None None None 0.46 3 6 8 20 ft2 0.46 3 6 8 20 ft2 0.46 3 6 8 20 ft2 0.46 2 6 6 8 16.67 ft2 0.46 2 6 6 8 16.67 ft2 WINDOWS # Wall Omt ID Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 2 3 4 5 6 7 8 9 10 11 N 1 Metal Single (Clear) Yes N 1 Metal Single (Clear) Yes N 1 Metal Single (Clear) Yes S 2 Metal Single (Clear) Yes S 2 Metal Single (Clear) Yes S 2 Metal Single (Clear) Yes E 3 Metal Single (Clear) Yes E 3 Metal Single (Clear) Yes W 4 Metal Single (Clear) Yes W 4 Metal Single (Clear) Yes W 4 Metal Single (Clear) Yes 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 12.84722 1 ft 6 in 4 ft 0 in None None 11.45833 1 ft 6 in 4 ft 0 in None None 18.75 ft2 1 ft 6 in 4 ft 0 in None None 13.875 ft2 1 ft 6 in 4 ft 0 in None None 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 51.38888 1 ft 6 in 4 ft 0 in Drapes/blinds None 5.652777 1 ft 6 in 4 ft 0 in Drapes/blinds None 25.69444 1 ft 6 in 4 ft 0 in Drapes/blinds None 12.84722 1 ft 6 in 4 ft 0 in Drapes/blinds None 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 12/11/2012 10:58 AM EnergyGauge® USRFZB v3.0 Page 2 of 4 Building Input Summary Report INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000500 3141.0 172.44 324.29 0.3450 9.8363 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless Block 1 Electric Ship Heat None COP: 1 34 kBtu/hr False 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless Block 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.717 False 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits gal gal deg DUCTS DUCT Supply Return Air Percent HVAC # # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 500 ft2 Attic 400 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Cooling Venting Thermostat: Jan X Jan Y �x Feb X Mar Cei X Apr ing Fans: N May Jun Jul Aug S p X Occtt �X] Nov Dec X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 3 of 4 Building Input Summary Report 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 4 of 4 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 - Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2371 kWh/Yr Peak Value: 774 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 3705 kWh/Yr Peak Value: 679 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts BLOCKS Number Name Area Volume 1 Block1 2395 19160 19160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 2395 19160 Yes 5 4 Yes Yes Yes 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 4 of 4 Florida Code Summary Report MR. DAVID DIPUGLIA Title: PROPOSED INTERIOR REMODELING De TMY City: FL_MIAMI_INTL AP 190 NW 102ND ST FLAsBuilt Elec Util: Florida Average MIAMI SHORES, FL, Gas Util: Florida Average Registration #: Run Date: Energy Uses Reference Home Proposed Home e-Ratio Heating 0.11 MBtu 0.06 MBtu 0.54 Cooling 25.24 MBtu 18.82 MBtu 0.75 Hot Water 8.64 MBtu 8.64 MBtu 1.00 Total 33.99 MBtu 27.52 MBtu 0.81 Building Loads Reference Home Proposed Home e-Ratio Heating 0.23 MBtu 0.12 MBtu* 0.54 Cooling 64.20 MBtu 47.89 MBtu* 0.75 Hot Water 8.04 MBtu 8.04 MBtu* 1.00 Total * normalized modified loads 72.47 MBtu 56.05 MBtu 0.77 Glass /Floor Area: 0.076 Total Proposed Modified Loads: 56.05 Total Reference Loads: 72.47 PASS 12/11/2012 10:59 AM EnergyGauge® USA - FlaRes2010 / Page 1 of 1 Residential System Sizing Calculation Summary Project Title: PROPOSED INTERIOR REMODELING De Puglia MR. DAVID DIPUGLIA 190 NW 102ND ST MIAMI SHORES, FL 12/11/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature(MJ8 99 Winter setpoint Winter temperature difference %) 50 70 20 F F F Summer design temperature(MJ8 99 %) 90 Summer setpoint 75 Summer temperature difference 15 F F F Total heating load calculation 26122 Btuh Total cooling load calculation 41103 Btuh Submitted heating capacity Total (Electric Strip Heat) % of calc Btuh 130.2 34000 Submitted cooling capacity % of calc Sensible (SHR = 0.72) 127.1 Latent 91.2 Total 114.3 Btuh 33699 13301 47000 WINTER CALCULATIONS Winter Heating Load for 2395 soft Load component Load Load Window total 181 Window total 181 sqft 4598 Btuh Wall total 1442 sqft 3783 Btuh Door total 93 sqft 859 Btuh Ceiling total 2395 sqft 1525 Btuh Floor total 2395 sqft 5067 Btuh Infiltration 176 cfm 3877 Btuh Duct loss Sens. Ventilation 0 cfm 6412 Btuh Subtotal 0 26122 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 26122 Btuh Summer Cooling Load for 2395 soft SUMMER CALCULATIONS Load component Load Window total 181 sqft 7010 Btuh Wall total 1442 sqft 2838 Btuh Door total 93 sqft 1288 Btuh Ceiling total 2395 sqft 2212 Btuh Floor total 0 Btuh Infiltration 132 cfm 2181 Btuh Internal gain 4550 Btuh Duct gain 6443 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 26522 Btuh Latent gain(ducts) 3868 Btuh Latent gain(infiltration) 5213 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal /occupants /other) 5500 Btuh Total latent gain 14581 Btuh TOTAL HEAT GAIN 41103 Btuh 8th Edition EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® / USRFZB v3.0 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL Building Type: User MR. DAVID DIPUGLIA Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99 %) 12/11/2012 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 1, NFRC 0.45 Metal 1.27 N 12.8 25.4 1, NFRC 0.45 Metal 1.27 N 11.5 25.4 1, NFRC 0.45 Metal 1.27 N 18.8 25.4 1, NFRC 0.45 Metal 1.27 S 13.9 25.4 1, NFRC 0.45 Metal 1.27 S 9.5 25.4 1, NFRC 0.45 Metal 1.27 S 9.5 25.4 1, NFRC 0.45 Metal 1.27 E 51.4 25.4 1, NFRC 0.45 Metal 1.27 E 5.7 25.4 1, NFRC 0.45 Metal 1.27 W 25.7 25.4 1, NFRC 0.45 Metal 1.27 W 12.8 25.4 1, NFRC 0.45 Metal 1.27 W 9.5 25.4 Window Total 181.0(sqft) 326 Btuh 291 Btuh 476 Btuh 352 Btuh 241 Btuh 241 Btuh 1305 Btuh 144 Btuh 653 Btuh 326 Btuh 241 Btuh 4598 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc Blk,Hollow - Ext (0.131) 4.1/0.0 375 2.62 Conc BIk,Hollow - Ext (0.131) 4.1/0.0 332 2.62 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 363 2.62 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 372 2.62 Wall Total 1442 (sqft) Load 984 Btuh 871 Btuh 953 Btuh 976 Btuh 3783 Btuh Doors 1 2 3 4 5 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.460) 20 9.2 Wood - Exterior, n (0.460) 20 9.2 Wood - Exterior, n (0.460) 20 9.2 Wood - Exterior, n (0.460) 17 9.2 Wood - Exterior, n (0.460) 17 9.2 Door Total 93(sqft) Load 184 Btuh 184 Btuh 184 Btuh 153 Btuh 153 Btuh 859Btuh Ceilings 1 Type /Color /Surface Ueff. R-Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 2395 0.6 Ceiling Total 2395(sqft) Load 1525 Btuh 1525Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 214.7 ft(perim.) 23.6 Floor Total 2395 sqft Load 5067 Btuh 5067 Btuh Envelope Subtotal: 15833 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.55 19160 1.00 176.3 3877 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.325) 6412 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) MR. DAVID DIPUGLIA Project Title: 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL Building Type: User 12/11/2012 All Zones Sensible Subtotal All Zones 26122 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 26122 Btuh 0 Btuh 26122 Btuh 1. Electric Strip Heat 34000 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRFZB v3.0 Page 2 System Sizing Calculations - Summer , Residential Load - Whole House Component. Details Project Title: 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL MR. DAVID DIPUGLIA Reference City: Miami, FL 12/11/2012 Temperature Difference: 15.0F(MJ8 99 %) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.45, 1.27 No No N 1.5ft. 4.0ft. 12.8 0.0 12.8 29 29 370 Btuh 2 1 NFRC 0.45, 1.27 No No N 1.5ft. 4.0ft. 11.5 0.0 11.5 29 29 330 Btuh 3 1 NFRC 0.45, 1.27 No No N 1.5ft. 4.0ft. 18.8 0.0 18.8 29 29 540 Btuh 4 1 NFRC 0.45, 1.27 No No S 1.5ft. 4.0ft. 13.9 13.9 0.0 29 30 400 Btuh 5 1 NFRC 0.45, 1.27 B-L No S 1.5ft. 4.0ft. 9.5 9.5 0.0 23 25 223 Btuh 6 1 NFRC 0.45, 1.27 B -L No S 1.5ft. 4.0ft. 9.5 9.5 0.0 23 25 223 Btuh 7 1 NFRC 0.45, 1.27 B -L No E 1.5ft. 4.0ft. 51.4 0.0 51.4 23 47 2407 Btuh 8 1 NFRC 0.45, 1.27 B -L No E 1.5ft. 4.0ft. 5.7 0.0 5.7 23 47 265 Btuh 9 1 NFRC 0.45, 1.27 B -L No W 1.5ft. 4.0ft. 25.7 0.0 25.7 23 47 1203 Btuh 10 1 NFRC 0.45, 1.27 B-L No W 1.5ft. 4.0ft. 12.8 0.0 12.8 23 47 602 Btuh 11 1 NFRC 0.45, 1.27 B-L No W 1.5ft. 4.0ft. 9.5 0.0 9.5 23 47 445 Btuh Excursion 2 Btuh Window Total 181 (sqft) 7010 Btuh Walls Type U -Value R-Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow- Ext 0.13 4.1/0.0 374.9 2.0 738 Btuh 2 Concrete BIk,Hollow- Ext 0.13 4.1/0.0 331.8 2.0 653 Btuh 3 Concrete BIk,Hollow - Ext 0.13 4.1/0.0 363.0 2.0 714 Btuh 4 Concrete BIk,Hoilow - Ext 0.13 4.1/0.0 372.0 2.0 732 Btuh Wall Total 1442 (sqft) 2838 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 20.0 13.8 276 Btuh 2 Wood - Exterior 20.0 13.8 276 Btuh 3 Wood - Exterior 20.0 13.8 276 Btuh 4 Wood - Exterior 16.7 13.8 230 Btuh 5 Wood - Exterior 16.7 13.8 230 Btuh Door Total 93 (sqft) 1288 Btuh Ceilings Type/Color /Surface U -Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 2395.0 0.92 2212 Btuh Ceiling Total 2395 (sqft) 2212 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 2395 (ft- perimeter) 0.0 0 Btuh Floor Total 2395.0 (sqft) 0 Btuh Envelope Subtotal: 13348 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.41 19160 1 132.2 2181 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 3400 4550 Btuh Sensible Envelope Load: 20079 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL MR. DAVID DIPUGLIA 12/11/2012 Duct load Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Attic) (DGM of 0.321) 6443 Btuh Sensible Load All Zones 26522 Btuh EnergyGauge® / USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL MR. DAVID DIPUGLIA 12/11/2012 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 20079 Btuh 6443 Btuh 26522 Btuh 0 Btuh 0 Btuh 26522 Btuh 5213 Btuh 0 Btuh 3868 Btuh 1000 Btuh 4500 Btuh 14581 Btuh 41103 Btuh 1. Central Unit 47000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half( %)) (Omt - compass orientation) Version 8 EnergyGauge® USRFZB v3.0 Page 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182969 Permit Number: PL -12 -12 -2367 Scheduled Inspection Date: April 08, 2013 Inspector: Hernandez, Rafael Owner: Job Address: 190 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: EF DESIGN & CONSTRUCTION Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010230090 Phone: (305)409 -4581 Building Department Comments PLUMBING FOR KITCHEN AND 2 BATH Infractio Passed Comments INSPECTOR COMMENTS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments False April 05, 2013 For Inspections please call: (305)762 -4949 Page 13 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 FBC 20 tC) BUILDING Permit No. 9., Ira a�36-7 PERMIT APPLICATION Master Permit No. (2L1 Permit Type: PLUMBING JOB ADDRESS: City: Folio/Parcel #: 1*, N.G✓. >o ,R si-, Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO tZ Flood Zone: OWNER: Name (Fee Simple Titleholder): / / y61- / �h sr Me 7- Phone #: Address: c2/ //v • /) �� oe City: J/( /roe A State: F6.- Zip:3.J Ci /0 Tenant/Lessee Name. Phone#: Email: CONTRACTOR: Company Name: F Ri) o}- Cori S4 J AT Tphone #: 5 0 S L ©7 4{ e 1 Address: 11 (� City: V1L 1?�l '` rg e State: Qualifier Name: E te5i i' u State Certification or Registration #: e 11-4. 2 2, 1 Contact Phone#: 9 Sy 2Gq 2t 4 s- Email Address: DESIGNER: Architect/Engineer: Goa (a /to se- Zip: 7.7 �� B Phone #: Certificate of Competency #: Phone #: ej, CO�'1 Value of Work for this Permit: $ 2 / 000 • c Square/Linear Footage of Work: Type of Work: UAddress iAlteration ONew ❑Repair/Replace ❑Demolition Description of Work: / /t4 yl i, If/1 4 /7 €A.) ciY9 r PI a N d f(4p b / t� for /Jew m 15- r ,e 4- /hco cri // 1" a' ta,� s Lav0?d' y ecra (®/ f eC? Ov G-, lc Ai4 I °' A `fig Prc s7`td -�' a k d z 4 6 a 7 4 I evt. ' 717-0 * * *.*** `* * * * * * * * * * * * * * * * * * * * * * ***** ***** Fees************* * * * **** *** * * * **** * * ** * *** *m**** Submittal Fee $ UC� Permit Fee $ #2 2s----- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I r) • 94 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, BOB YRS, 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 com • went must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In bse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Owner or Agent The foregoing instrument was acknowledged before me this(4 day of (Z , 201L , by (L =C.ka r who is rson known o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E * * * * * * * * * * * ** APPROVED BY flak I SANDY ROMERO Notary Public - State of Florida My Comm. Expires Jul 26, 2015 ComrnleW.�lo** * * * * * ** * ontractor The foregoing instrumenFwas acknowledged before me thise- day of 17.— , 20 '7-, by EG11 jar t'Gi) a r®o, who irrsonally know3l o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co * * * * * * * * * * * * * * ** ' 2-- Plans Examiner Structural Review (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) es: SANDY ROMERO Notary Public - State of Florida My Comm. Expires Jul 26, 2015 a Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $3000 FEE PER YEAR IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. `V� B. I COPY OF LOCAL BUSINESS TAX RECEIPT OPY OF QUALIFIER'S STATE LIC CARD D. C. � D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTOON) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: OPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: BUSINESS ADDRESS: COMPLETE CONTRACTOR'S INFORMATION ��- E,S1 6 C-0 �� -�� 0 ) v ) \ N CITY STATE � ZIP CODE .'S©2 -`•-) BUSINESS PHONE: (1OS') 400A S:31 FAX NUMBER q S^ 1-a'U C® ? al CELL PHONE (3'L21 ) QUALIFIER'S NAME: E.--6 sC)o• ,1C O QUALIFIER'S LIC NUMBER: C- C \ \ " E -MAIL ADDRESS (IF APPLICABLE): C-C` V4V -GC �(� Y' \-o- io 1 Created on 3119109 BY MLDV I RV wen MLDV 05 -20 -2011 JEFF ATWATER STATE OF FLORIDA CHIEFFIIr'ANCIALOFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO EE EXEMPT FROM FLORIDA WORKERS' CUIli1PENSATION LAW * CONSTf1.1C'tION lNL)Uttrw LXLMP'f ION This, certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 05/20/2011 EXPIRATION DATE: 05/19/2013 PERSON: FAJARDO EDGAR M FEIN: 270946010 BUSINESS NAME AND ADDRESS: EF DESIGN & CONSTRUCTION INC 297 N W 152ND AVENUE HOLLYWOOD FL 33028 SCOPES OF BUSINESS OR TRADE: 1— CERTIFIED PLUMBING CONTRACTOR 2— CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Cbepter 440 . 05114 F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compennat on under this chapter. Pursuant to Chapter 440,0601, F.S.t srtl icela N ql eleF Ion Its p exempt,- a I 0 only willin he Shope of the bulldog or trade PO 00 001100 bi oldiIIeb Id by esemit Pdtabnt Chdbter 44U,00lIdl, HI, 01100o h rIotIIIIII Id 140 0011101 hd bdltlllD0100 111 election to be exempt shell be subject to revocation II, 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. QUESTIONS? 1850) 019-180) DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 CERTIFICATE OF LIABILITY INSURANCE EFDES -1 OP ID: POP 121/412012 THIS CERTIFICATE IS ISSUED AS A MATFER 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 POLICE 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 po0cy(ies) must be endorsed. If SUBROGATION M 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 M lieu of such endorsement(s). PRODUCER Phone: 305. 444 -2324 362 Minorca Ave insurance Group Inc Fax 305 444 4980 362 Mlnorta A Coral Gables, FL 33134 MDW insurance - House ccINTAcle NAME Annabel Lam PHONE No, Bak 305444 -2324 A alam@ndwinsumnce.com AFFORDING COVERAGE i, No; 305 - 4444980 NAMI INSURIM EF Design & Construction, Inc 297 NW 152nd Ave Pembroke Pines, FL 33028 *RORER A :Accident Insurance Company FAIRER B : INSURER C: INSURER D: INSURERE: COVERAGES POURER F: CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDtt1ON 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, t EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADM. TR � POLICY NUMBER to JDp1YYYYI IYYYY) LIMITS A TYPE OP E SURANCE GENERAL L IAtNU1Y X COMMERCIAL GENERAL t AB9.rTY J CLAIMS—MADE © OCCUR G EN{L AGGREGATE MST APPL E S PEFt POJCY n JFRI°r, LOC 16181705141 06!26/2012 08/25/2013 EACH OCCURRENCE DAMAGE TO RENTED PREMISES Me occierencel MED EXP (A:w one person) PERSONAL RADV INJURY MINERAL.AGT3REGATE PRODUCTS -COMPIOP AGO AUTOMOBILE L IABIUTY ANY AUTO ALL OWNED — SCHEDULED _ AUTOS -- AUTOS NON—OWNED _ HIRED AUTOS AUTOS ENEJenSINGLE LIMIT BODILY INJURY (Per person) BODLY INJURY (Per amider: ) PF DAMAGE 1,000,000 100,000 5,000 1,000,000 2,000,000 2,000,00 UMBRELLA LAB EXCESS UAB CLAIMS -MADE DED I RETENTION$ =RICERS COMPENSATION AND EMPLOYERS' LIMEUTy Y ANY PROPRIErOR/PAAPROPRIETOR/PARTNER/EXECUTIVE ��yy��,MNH) DFSCR� I ON OF OPERATIONS be EACH OCCURRENCE AGGREGATE NIA STATU- TORY LMOTS E.L. EACH ACCIDENT �EE $ EL. DISEASE -EA EMPLOYEE El. DISEASE -POLICY LOUT $ DESCRIPTION OP OPERATIONS F LOCATIONS / VLF (Attach ACORD 101, AddMmml Remarks Ste, If more apace Is rte) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTAMM 680750 -8 'PHIS IS NOT ABIU. -DO NOT PAY N STRUCTION INC STATEIE( Gr628221691729 -9 FIRST- CLASS. U.S. POSTAGE PAID OMIAMI,FL PERMIT NO. 231 BU L DOING BUS ;IN DADE CO ODESIGN° & CONSTRUCTION INC ° .selIeleallThe CONTRACTOR THIS - IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES - NOT PERMIT THE '. HOLDER TO VIOLATE ANY EXISTING. REGULATORY OR ZONING LAWS OF THE COUNTY - OR CmES NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT. A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX CO 1 LLECTOR09f 1.9/2012 09010340001 000075.00 SEE OTHER SIDE DO NOT FORWARD EF DESIGN & CONSTRUCTION INC EDGAR M FAJARDO PRES 297 NW 152 AVE PEMBROKE PINES FL 33028 76 THIS DOCUMENT HAS A COLORED BACKGROUND -• MICROPRINTING • LINEMARK PATENTED PAPER DISPLAY AS REQUIRED BY LA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182971 Permit Number: IVIC -12 -12 -2368 Scheduled Inspection Date: April 08, 2013 Inspector: Perez, JanPierre Owner: Job Address: 190 NW 102 Street Miami Shores, FL 33150- Project <NONE> Contractor: KINGDOM AIR CONDITIONG INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010230090 Phone: (305)553 -9946 Building Department Comments REPLACE AND RELOCATE EXSTING AC UNIT 4 TON Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 05, 2013 For Inspections please call: (305)762 -4949 Page 14 of 42 w • % Miami Shores Village Building Department Jt 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 '341 I (4414 FBC 20 ING Permit No. PERMIT APPLICATION Master Permit No t L\ Permit Type: MECHANICAL JOB ADDRESS: i RO N LA/ • 1 0 z- S •}- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO 1.7. Flood Zone: OWNER: Name (Fee Simple Titleholder): A( kit K 1 I i VeS -r-Wt E L4 t S Phone #: 30 Z f'j' g Z-& 7 Address: Z 1 W w• 1 bt "1 a City: c 4 1 'e ►^ State: Zip: 3! Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Kin Jo NI 4. (2 e t, h d ((-r c') i n1 Phone #: .1a S'' - 9�'• 6 O t/ Z3 Address: Li ( s W . /S3 rofCT . City: + a + • state: Qualifier Name: Q 0 p.e,r -r S c i 4 uA Ni State Certification or Registration #: C R C I 2. ) C4,4 6 Certificate of Competency #: Contact Phone #:, -;£' ' Email Address: 4 DESIGNER: Architect/Engineer : *41..4 , :: La rr.S 0 Phone #: 7 - y3 B g S / Zip: 33 ( 8 S Phone #: Value of Work for thisPe t: ‘$: A. ti O , c'eb Type of Work: ❑A Idres,— TQficlteration • Description of-, o'`i k: @ V1j P d Pi a re 616L4, 4f • Square/Linear Footage of Work: ❑New URepair/Replace ❑Demolition 40 L1 om.s &(I S 10 p) y 4 n. C& P.g +o r n S s pf (2_6L� L 7 a� fll 7 *************************************Fees********************** * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 60 t 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 060 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature2• Owner or Agent The foregoing instrument was acknowledged before me this 1 Z The foregoing instrument was acknowledged before me this l?i day of P'AtC , 20 , t3 , by e l e (n d. r 4 {'1 Q C,4 r2 ✓a , day of Mit tf vl , 20 , by �vj?ie �,'� �( wV/ who is ersonally known to me or who has produced who is ersonall known 3, me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ' o''•L SANDY ROMERO v •= Notary Public - State of Florida ia,Qro` Commission • EE 116040 A'PkoTTEDB76' — NOTARY PUBLIC: `=`N SANDY ROMERO Notary - State of Florida Commisslon N EE 116040 Plans Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 4 IliemPosommoNeismeimeeme Zoning Clerk V"i\i\WAY-1AL BUILDING PERMIT APPLICATION Fsc ao Miami Shores Village Building Department BY: o 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �p Permit No.�1 (2 °):56 b Master Permit No.CJ 12-' -2-11 Permit Type: MECHANICAL 1 OWNER: Name (Fee Simple Titleholder):.?? / Y Kt - /- tocieSfm� h 741 Phone#: Address: /V /o? S — 8'I toe City: l / % en; 4,4 k 'S State: Zip; 226/61, Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: / 00 (^I • /6 2 S City: Miami Shores County: Miami Dade Zip: 33 /3-6 : 6 / 0 /' .a / Q - 00' e) Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: rt 4 h Gil ' SI fey; 4i, Zne , Phone #: 20 5 cS3 gei Address: I/O,.57 iv - /, �3 V City: 12I` /41PG A 61-476,1e 0.S 6 State: F,li Zip: 33� 'F Qualifier Name: b/r S44 e- 0 Phone#: State Certification or Registration #: dl'G /e/ 6 Certificate of Competency #: Contact Phone# e '71' f .� Email Address: /4j r /4, 6/4 cn G� /, i' /�/ r, 6e} c� DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ eggeo -6 Square/Linear Footage of Work: Type of Work: °Address °Alteration ONew epair/Replace ❑Demolition Description of Work: / p/4r e 10 574116 a G' aci1 , m fr a Ail Mor iG IA 47 a ko ft)e '.n lo, 74a ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F ***X**- * * *** ** ** * * * ** + *ai* ** * * * * * * * * * * ** „Submittal Fee $ Permit Fee $ t CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 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 construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , e Owner or Agent The foregoing instrument was acknowledged before mi this z 6 (9d day of / , 20 )2 , by ki � e`1 `1�7e: who �ersonali t ii me or who has produced As identification and who did take an oath. NOTARY PUBLIC: gmme- Sign: Print: 6 O My Commission Exp' * * * * * ** * * * * * * * * ** APPROVED BY 1W too SANDY ROMERO Notary Public - State of Florida My Comm. Expires Jul 26, 2015 *� 1 * (Revised 07 /I0 /07)(Revised 06 /10/2009)(Revised 3/15/09) Signature Contractor The foregoing instrument was acknowledged before me this day of ) , 20, by 48e-i—° ( / who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: -1)1® 43® 7° 4'4' —16 Y Sign: Print: ,Sel My Commission Ex ************************ Plans Examiner Structural Review SANDY ROMERO Notary Public - State of Florida 9�.�� 04 My Comm. Expire slag 015 ' sllFiltlltl 61i 4 EE 116040 Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7951204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit OWNER: Address: City: 111 Tenant/Lessee Name: Email: JOB ADD City: Folio/Parcel Is the Building Historically Designated: Yes NO K Flood Zone: V-4( q511) CONTRACTOR: C.ompatly Name: e'(.4.;;e1 o9t0711, Aig. ink phon& 30- ss-3 /91040 • Address: /4161/ AlU), /9 P. 'h 72(---(r City: we" / 4,0'2(iv State: Pe,-- bp: 33e/1 - Qualifier Name: 1 .° otir Phone#: 916 egistration #: eAle & e9 (Certificate of Competency #: 0'6 oteRS, State Certification o Contact Phonet DESIGNER: Architect/Engineer: Email Address: 7 r447, nelqjg Phone#: Value of Work for this Permit: $ Type of Work: CI Address LIAlterati Description of Work: Re_p la cc -k akerthe_r- o . Square/Linear Footage of Work: on , ONew Xepair/Replace ODemolition 1015161-e frte, ou4 a yiei W1OV_ tiot:f req c4)i14 r-ro Oen sitiv ***************************************Fees******************************************** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee 5 Radon Fee $ DEPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of )PC., IZ, 201 Z, by 2 Clot rte+ Q[°i'61<- who is onally known o me or who has produced NOTARY PUBLI Sign: Print: My Commission Ex * * * * * * * * * * * * ** As identification and who did take an oath. • s �L Signature Con tor The foreoing instru ent was acknowledged before +'me is /gi. day of 41;4 C�'�Y 20 off: by 111-01424"1-1. 1-0 tJ �/M Fei who is persynally known to noF or w has produced as identi cation and who did take an oath. NOTARY PUB Sign: Print M Al tagrMitilMiarae EXPIRES: July 31,201 %/to s Bcnded Tin Budget Notary Sertic: ************************* * * * * * * *** * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Examiner Structural Review (Revised 07t 10 /07)(Revised06i1012009)(Revised 3/15/09) Zoning Clerk / 12/1312012 23:42 3054805665 KINGDOMAIRMIAMI.COM PAGE 01101 r CERTIFIED;, +:ttyr� ^d,2l;Yld Cct rV -erg This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011„ Certificate of Product Ratings AHRI Certified Reference Number: 3799431 Date: 12/14/2012 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 74AJM49 Indoor Unit Model Number: F ILL- HM4824 +RCSL -H *4824 Manufacturer: RHEEM MANUFACTURING COMPANY TradelBrand name: RHEEM 14AJM SERIES Manufacturer responsible for the rating of this system combination is RHOEM MANUFACTURING COMPANY Rated as follows in accordance with AHRI Standard 2111240.2000 for Unitary Air -C��} independent, nd Ai source Pleat Pump Equipment and subject to verification of rating accuracy by -spo party testing: Cooling Capacity (Stun): 47000 EER Rating (Cooling): 93.00 SEER Rating (Cooling): 16.00 `Itatinna Farmed by en atartaaie (') Indicalrs a %Omar,. ware arprevibudr pubUsited data, tadcara aaaomparded Milt a WAS, wtddr it ens an Ineeimiary seeata. DISCLAIMER AHRI does not emdoeeeth, peaduct(s) listed an thisCertthkateand Mraiie an feWeer411001WyvningtAteg errgrasw 46 tia fa, and ads nnilsieendldMYtot. the product(s) &tad on this CMmrate. ANN e+esedydlaaiateree Il nabirity far damages *tarry Ned *VMS Mse erperlbealamCe arthepiaosltal, art* rm uthOrit d;Ite ration ofdata tinted so this Certiiicatia. Certified merge ore valid onty ter nthids aetd+asrtrigUnglrag 'Nettie the dhlsebry at aonmtahrldtraetoryuig. TERMS AND COMMONS 7btst ee iffente and Rs contents axe ttroprfatity pubdU taarAHM.This C/Mlifleatespan Onty hen dl fir lt tvldual, Pmt and contidennatireIeseneepurpotim ThO c o t i V e r d e s arthts Cerdf iterimy n o t , in whole Win p a r t , be r e p t e d o t e d ; rid: disseednateck eutensd hosa computer •, orontenabe utilized, In nay tamenu, mar O4hy any mesm, except tortheusers IhdMv k l and eonRdenslal reference, CERTIEiCATE VERIiCATION IUNICIO The teerrnatiee fertile model ailed ar+tlils eeitiilLate can he vested at wmeaashddimdary erg, Alt- Conditioning, Heating, tlti:it an "Verll r Cif Reds end a dartheAt'liil Cleaned Ref OGO No there d Me' date on IMO lr and Retslgeration Institute wliisllthe astifitatewas IsRRta, Witch ISNSWabare, and$ teGettitIsoleNar `ocarrsRetiedbeen 02012 Air - Conditioning, Heating, and Refrigeration institute CERTIFICATE NO.: 129999727274861$24 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): t 90 %11 l6$. 61 ° ,ate City: Miami Shores Village County: Miami Dade rip Code: - 3 % Jz' ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES VI, NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS Atiji giotzto AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG PKG UNIT / I 3) VOLTS AHU CU PKG EER/SEER YES NO YES NO REPLACING DUCTS REPLACING THERMOSTAT • YES NO NEW 4 "CONCRETE SLAB YES NO NEW ROOF STAND YES NO NEW RETURN PLENUM BOX PKG UNIT I I YES NOX YES ( NO YES NO YES NO YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: ..,I' 1 _ : % 6 4 J. `rte- ihone: o/5 r - 9 `,yen State Certificate or Registration N. I'� % & lP je I Certificate of Competency N. Signature Date: / � /31I; a- • 44frINT(GTIED (C).M. since 1996 AIR. CON17►I'I'I(00 MAINTENANCE / REPAIR / REPLACEMENT 10651 N.W. 132 St. #4 Hialeah Gardens, FL 33018 DATE: Tel: 305 - 553 -9946 N I N G 1087 CO�EI� STREET t� /0 CITY STATE AN ZIP CODE et PHONE PHONE JOB �.�1STOMER e ) JO LOCC4TION ', SYSTEM E Q UIPMENT AND TYPE MATERIAL USED se9.A *-C7L • euix6 UNIT:b ' Ct /41W ( f alk 7-741" ,h' 24 4 4( i' `? A-4 ` ie pia e- , if SUPPLIES: SEER: 76, REMARKS: $ Job Total $ 4916 O KITCHEN ❑ DINING ROOM ❑ RETURN ❑ BATHROOM ❑ LIVING ROOM ❑ FAMILY ROOM 0 ❑ FLORIDA ROOM ❑ BEDROOM ❑ DEN 0 ❑ WATER PUMP ❑ ADDITION 0 0 Local Permits and Licenses Equipment Foundation Wiring from Building Panel to Unit Wiring of Control system New Electrical Service Purchaser Seller Draw Lines Refrigerant Lines Cutting Holes Bathroom Exhaust Other Purchaser Seller Note: All equipment, parts, and/ or materials used will be registered to the property address and owner stated above for warranty purposes. No other warranty is implied other than the limited warranty stated above. The limited labor warranty does not cover damages caused by natural disaster or an uncontrollable city power surge. If any other company or individual other than a Kingdom Air Conditioning service technician performs any service, repair, troubleshooting, maintenance or system diagnostics test on the Air Conditioning system and/ or part( -s) installed by Kingdom Air Conditioning, the limited time labor warranty provided will be instantly voided. Payments on all work order must be paid in full within 30 days upon work completion and/or final state inspection (if required), no exceptions, Kingdom Air Conditioning reserves the right to reclaim and/or remove any equipment, parts, or materials installed on the property for any unpaid balance stated within the above contract. The above work order quotation is only valid for 30 days following the date selected above, or time duration of any manufacturer specials or promotional offers, I agree to the above terms and conditions. BUYER APPROVAL. INSTALLATION DATE: INSTALLER: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. ti/ COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCMMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 �/ n COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: r�.-t ( C9 0 yr) Al lei tel o yu BUSINESS ADDRESS: f O 4,S7 t? a7:# 4 CITY t t eOLUh. 1 rret STATE pi, ZIP CODE 33 OR BUSINESS PHONE: 0OS) a (9q Lt1 "FAX NUMBER 00 ) o %o cr- CELL PHONE (P' d F )9 geo 0 Lf 2-3 QUALIFIER'S NAME: 60-4- Oa rd QUALIFIER'S LIC NUMBER: 0-P4 t 0 (.PCP (o ( E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV I RV 3/26109 MLDV kA'Ail -b9-71,1 IA g yu:f 0 AR D CERTIFICATE OF LIABILITY INSURANCE ��12/13/12 n 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, WEND 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 pollcy( ) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A sbxtement on this certificate does not confer rights to the certificate holder hi lieu of such endorsement(s). PRODUCER M&M Family Insurance, Ltd. 12260 S.W. 8th St Miami, FL 33184 Phone (305) 554 -5282 Fax (305) 552 -8970 CONTACT NAME: No (305) 554 -5282 I rut , Nog (305) 552 -8970 ADDRENN: mdt Ins@prorlgy ret I NSLINER(S)AFFORDNG COVERAGE NAIL g INSURER A : ASCENDANT COMMERCIAL INSURANCE INSURED KINGDOM AIR CONDITIONING INC 10651 NW 132 St Bay#4 MIAMI, FL 33018- (305) 986-0424 INSURER B : 09/07/2012 INSURER C: EACH OCCURRENCE INSURERD: n COMMERCIAL GENERAL LIABILITY • • CLAIMS -MADE 5 OCCUR • DISURER E : $ 100,000.00 INSURER F : $ 5,000.00 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH P_ OUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR WVDR POLICY NUMBER LMIiS A GENERAL LABILITY GL- 38120 -1 09/07/2012 x/07/2013 EACH OCCURRENCE $ 1,000,000.00 n COMMERCIAL GENERAL LIABILITY • • CLAIMS -MADE 5 OCCUR • DAMAGE TO RENTED PREMISES (Ea a�urencei $ 100,000.00 MED EXP (Any one rte) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ■ GENERAL AGGREGATE $ 2,,000.00 GENII AGGREGATE UMIT APPLES PER: ■ POLICY ❑ EJECT ■ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY • ANY AUTO ■ AUTOS ED ■ SCHEDULED • HIRED AUTOS ■ AUTOS NED ❑ ■ COMBINED SINGE OMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY Per accident) $ (PROPERTY t) $ $ ❑ UMBRELLA LIAB ❑ OCCUR ■ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ■ DED • RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y N ANY PROPRETORIPARTNERIEXECUTNE N / A ■ WC STEIN ❑ ER EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) EL DISEASE - EA EMPLOYE $ I yyes, desadbe under DES(5RIPTION OF OPERATIONS below EL DISEASE - POUCY UMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2 AVE MIAMI SHORES FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROViSILNS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) OF ®1988-2010 ACORD CORPORATION. AS tights reserved. The ACORD name and logo are registered marks of ACORD MIAMI•DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST- 1st FLOOR IVIIAMI, FL 331" RECEIPT 2013 " ATE OF FLORIDA 313 OF BUSINESS :::'TER BA - ART.': 672720-1 KINGDOM AIR CONDITIONING INC 10651 NW 132 ST 33018 HIALEAH GARDENS KINGDOM AIR CONDITIONING INC 8.0196 SPEC MECHANICAL CONTRACTOR 07/24/2012 60010000396 000045.00 RENEWAL 700066 -4 STATE* CAC1816661 4 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 KINGDOM AIR CONDITIONING INC MICHEL 0 PEREZ PRES 10651 NW 132 ST 4 HIALEAH GARDENS FL 33018 iI 195 THIS DOCUMENT HAS A COLORED BACKGROUND •.fvttCROPRINTING • LFNEMARK PATENTED PAPER AC# 61A z1.29 2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12071000797 DATE BATCH NUMBER LICENSE NBR 07/10/2012 120012592 CAC1816661 The CLASS B AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 SARDUY, ROBERT J KINGDOM AIR CONDITIONING INC. 4021 SW 153 COURT MIAMI FL 33185 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY 10 -11 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL oFFiCER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT 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. EFFECTIVE DATE 12/12/2012 EXPIRATION DATE: 12/12/2014 PERSON: SARDUY ROBERT J FEIN: 650701641 BUSINESS NAME AND ADDRESS: KINGDOM AIR CONDITIONING INC 10651 MW 132 ST #4 HIALEAH GARDENS FL 33018 SCOPES OF BUSINESS OR TRADE 1- HEATING, VENTILATION, AIR -COND 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 under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed en the notice of election to be exempt. Pursuant to Chapter 440.05413), 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 er 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. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850► 413 -1609 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -2- e Inspection Number: INSP - 188716 Permit Number: EL -12 -12 -2366 Scheduled Inspection Date: April 08, 2013 Inspector: Devaney, Michael Owner: Job Address: 190 NW 102 Street Miami Shores, FL 33150- Project: <NONE> Contractor: RAY WILLIAM ELECTRIC , INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010230090 Phone: (305)582 -6142 Building Department Comments REWIRE KITCHEN AND BATH AND ADD OUTLETS 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 sj'z e/i-777z---2'c-P April 05, 2013 For Inspections please call: (305)762 -4949 Page 34 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 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: /90 N. W. 10 a S T FBC 20 I(-0 Permit No. el-- t N«?° Master Permit No. -) 2 " l City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 4 1 7 KAY .7I'1 V eJ TN'/C el /.f Phone #: Address: / S N < W a ?O 4 ye- City: /41/4/1 1) Lake; State: Fri Zip:.'?blb Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Ray w /f1 •Y-J r)(° . Phone #: 30S eirSzY / Address: &% 61I /t) -W . ay Ave City: 07/44 / 1� u ,, State: Ri Zip: /44i Qualifier Name: y . k1 ; /ha inr Phone#:.. i P e 6 14I State Certification or Registration #: EC /30621 241 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: La /.S La Asa Phone #: Value of Work for this Permit: $ 'Z Square/Linear Footage of Work: Type ' f .M.. �?3° ldmss ., •,4 tipn ONew 3) fReplad fh;. t p �tp fir,. Q 9 ti t w ^ sir'€ l b4) 4:14. l � alai S ° "��f (I ` f� 41 Desc � on of o s. �a. ODemolition ***��" x+ x! �x' �x+ x�x�x�x�vx�*** * *** *x""x"x�•�x�x�xu�**** *** *** Fees****" x" xx�+ x******** �u�x�x***** �xx� •x *a��•�x�x+x�x�x+xx�+xa��x **** Submittal Fee $ �7 v ` ermit Fee $ 4) Scanning Fee $ V Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 110' ICJ . A r 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 CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Nedole, Owner or Agent The foregoing instrument was acknowledged before me/this day of J ,20�by t&tttt� {A-'tOr who • ersonally know to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: - hC' My Commission Expire LAA 4,43 SANDY ROMERO -is `,` 'I Notary 1ic - State ofR da � Comm Expires Jul 28, 2015 '� "i V Commission # EE 116040 x:**** * * ****** ******** * **** * APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this°' day of IZ , 20 I2 by (?...lc r d 1\-ecfp who i ersonally knower to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co * ***** * *** **** %ZPlans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) SANDY ROMERO ekotary Public - State of x My Comm. Expires hi 28, 2015 Commission ! EE 118040 Rotate I ** ** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. 1 COPY OF QUALIFIER'S STATE LIC CARD B. J COPY OF LOCAL BUSINESS TAX RECEIPT C. , COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT] D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: 6\1 m s i 1cz p t I 0 Y BUSINESS ADDRESS: ) b 6OD k) GM gi r)()e CITY /1 ;an STATE ZIP CODE ) BUSINESS PHONE: (C ) W-45,37) FAX NUMBER ( S) 88S-S-673 CELL PHONE (60C) c2!"1 H CP9 QUALIFIER'S NAME: Rol e. Dims �(L.• QUALIFIER'S LIC NUMBER: C. ocoa9g 9 E -MAIL ADDRESS (IF APPLICABLE): ROI 6 w+ I i i a m Ca 1*tIu Q/ c.e..)"--b Created on 3119109 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 WILLIAMS, RAY E JR RAY E WILLIAMS INC 18100 NW 84TH AVE HIALEAH FL 33015 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 BATCH NUMBER P .� - j a sufishi►eS CANER LICENSE 25 73 LASS E W62-725-73-129-0 d52- 129 -0 RAY EDWARD WILLIAMS WOO • HG wE JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 05 -29 -2012 * * CERTIFICATE OF ELECTION TO BE EXEMPT 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. EFFECTIVE DATE: PERSON: FEIN: 05/29/2012 EXPIRATION DATE: 05/29/2014 WILLIAMS RAY E 810667239 BUSINESS NAME AND ADDRESS: RAY E WILLIAMS INC 18100 NW 84 AVE MIAMI FL 33015 SCOPES OF BUSINESS OR TRADE: 1- ELECTRICAL WIRING WITHIN BUILD 2- ELECTRICAL 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 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 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. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT 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 05/29/2012 EXPIRATION DATE: 05/29/2014 PERSON: RAY E WILLIAMS FEIN: 810667239 BUSINESS NAME AND ADDRESS: RAY E WILLIAMS INC 18100 NW 84 AVE MIAMI, FL 33015 SCOPE OF BUSINESS OR TRADE: 1- ELECTRICAL WIRING WITHIN BUILD 2- ELECTRICAL CONTRACTOR IMPORTANT 0 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 L 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 H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R 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. QUESTIONS? (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 564278 -1 THIS IS NOT A BILL — DO NOT FAY. RENEWAL RECEIPT NO. 588605-7 STATE* EC13002989 BUSINESS NAME / LOCATION RAY E WILLIAMS INC 18100 NW 84 AVE 33015 UNIN DADE COUNTY OWNER RAY E WILLIAMS INC Sec. Type of Business 196 ELECTRICAL CONTRACTOR I THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ' ZONING LAWS OF THE j COUNTY OR CITIES. NOR DOES IT EXEMPT THE jHOLDER FROM ANY OTHER PERMIT OR LICENSE , REQUIRED BY LAW. THIS IS j NOT THE HOLDER S Q ALIFICA- TIONS. PAYMENT RECEIVED IMIAMI -DADE COUNTY TAX COLLECTOR: 09/08/2011 09010157001 ■ 000075.00 I SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD RAY E WILLIAMS INC 18100 NW 84 AVE MIAMI FL 33015 h t� 3itlliilltttii 1U1httttlt F,1 III 'III 11tI1hIl I!1 y►y }t AGORDG, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 12/12/2012 PRODUCER Phone: 407 -696 -1333 Pontell Insurance and Financial Group, Inc. 1484 Tuskawilla Road Oviedo, FL 32765 License #: P085436 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE UMITS NAIC # INSURED Ray E Williams Inc 18100 NW 84th Ave Hialeah, FL 33015 I INSURER A: Nationwide Insurance Company of America INSURER B: 08/05/2012 INSURER C: EACH OCCURRENCE INSURER D: DAMAGE TO RENTED PREMISES (Ea occurence) INSURER E: CLAIMS MADE I X I OCCUR COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TPPE OF INSURANCE POUCY EFFECTIVE POUCY NUMBER DATE (MM/DDIYY) POUCY EXPIRATION DATE (MMIDDIYY) UMITS A N GENERAL X UABIUTY COMMERCIAL GENERAL UABIUTY ACP5905051146 08/05/2012 08/05/2013 EACH OCCURRENCE $ 1,000,000 $ 100,000 DAMAGE TO RENTED PREMISES (Ea occurence) CLAIMS MADE I X I OCCUR MED EXP (Any one person) $ 5,000 GEML X PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE PRODUCTS COMP/OP AGG $ 2,000,000. $ 2,000,000 AGGREGATE LIMIT APPLIES PER: POLICY LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE OMIT (Ea ardent) $ BODILY INJURY $ (Per person) BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABIUTY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $- - —. -- - — -- $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WC STATU- OTH- TORY LIMITS ER E.LEACHACCIDENT $ EL DISEASE - EA EMPLOYEE $ -- EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Miami Shores Building Department 10050 NE 2nd Ave 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHO D P SENT T (EMW) ACORD 25 (2001/08) ACORD CORPORATION 1988 Printed by EMW on December 12, 2012 at 01:04PM I W4141444 Architects, Inc December 11, 2012 City of Miami Shores Building Department Re: Permit No. 12 -2178 190 NW 102 Street Miami Shores, FL 1. Provide all sub - permit applications prior to any further reviews Response: Contractor will provide all sub - permit applications 2. Identify the occupancy type on the plans R -3 Response: Refer to sheet SP -1, General Notes. Note no. 14 has been added to read occupancy classification is R -3. 3. SP -1 has incorrect code references in the notes. Please correct or remove. Response: Refer to Sheet SP -1. Note 1 in General Notes was revised to read FBC 2010- Residential. 4. Provide a plan that shows all existing interior bearing walls are removed. Include calculations. Response: Refer to sheet A -2 showing Framing plan and section showing collar support. 5. Provide details of the new supports for the roof and ceiling structure where interior bearing walls are removed. Response: Refer to Sheet A -2. 6. Provide energy calculations Response: Energy calculations have been provided and attached to permit set. 7. The wind load design criteria must be shown on plans. Response: Refer to sheet A -2. 8. Provide a detail of the masonry inf ill. Show the attachment of the new to the existing. Response: No new masonry infill 9. Provide the design wind loads for the new /altered openings. Response: Refer to sheet A -1 10. Provide product approvals for the new /altered openings. Response: Product approvals attached 1 1. The plans must include the insulation requirements that match the energy calculations. Response: Refer to sheet A -1. Showed insulation for exterior wall and roof that matches new energy calculations. Iorida Building Code Online clordta Eiepartmentl, Busines Professi a Regulation Page 1 of 3 BCIS Home i Log In ? User Registration Hot Topics s Submit Surcharge Stats & Facts Publications " FBC Staff BC: Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12769 -R1 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address /Phone /Email JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.corn Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative Steve Saffell Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management In Validated By National Accreditation & Management In: Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM E330 ASTM E331 TAS202 :// www. floridabuilding. org /pr /pr_app_dtl.aspx?param =wG... 11/30/2012 w±G Q! Hots Re-Subfroit . ,m: w ayw m e w ¥ a7 Florida Building Code Online _ I Page 2 of 3 11:f affirm that there are no changes Irw i Code which affect my product(s) and my compliance with the new Florida Building Documentation from approved Evaluation or Validation Entity )'es FL12769 R1 COC SA12769 signed and • Method 1 Option A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/16/2011 12/16/2011 12/18/2011 FL # Model, Number or Name Description 12769.1 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -55 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX /XXO, and OXXO Configurations Per Installation Instructions. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Certification Agency Certificate FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 Ri H JW232008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rpt 756MD, Inswinc Created by Independent Third Party: 12769.2 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/ -66 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions; and Must Be Installed With Surface Bolts. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Certification Agency Certificate FL12769 Ri C CAC NI009887 -Ri.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 R1 II JW232008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rpt 756MD, Inswinc Created by Independent Third Party: 12769.3 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -55 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions. Certification Agency Certificate FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 Ri II JW252008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 Ri AE Rpt 754MD, Outswii Created by Independent Third Party: 12769.4 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Ec System with and without Sidelites Limits of Use Certification Agency Certificate http://www.floridabuilding.org/pr/pr_app_dthaspx?param=wG... 11/30/2012 Florida Building Code Online Page 3 of 3 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/ -66 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX /XXO, and OXXO Configurations Per Installation Instructions; and Must Be Installed With Surface Bolts. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Back FL12769 R1 C CAC NI009887 -R1.P Quality Assurance Contract Expira 03/31/2013 Installation Instructions FL12769 R1 II 3W252008.PDF Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rpt 754MD, Outswit Created by Independent Third Party: Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida is an AA /EEO employer. Copvriaht 2007 -2010 State of Florida. :: Privacy Statement :: Accessil Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed and provide the Department with an email address if they have one. The emails provided may be used for official commi However email addresses are public record. If you do not wish to supply a personal address, please provide the Depar which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pl Product Approval Accepts: 11 SAE http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param =wG... 11/30/2012 FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: PROPOSED INTERIOR REMODELING De Puglia BuilderName: Street 190 NW 102ND ST Permit Office: City, State, Zip: MIAMI SHORES , FL , Permit Number: Owner. MR. DAVID DIPUGLIA Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projected 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 2395 Conditioned floor area below grade (ft2) 0 7. Windows (181.0 sqft.) Description Area a. U- Factor: Sgl, U =1.27 181.03 ft2 SHGC: SHGC =0.45 b. U- Factor N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.450 8. Floor Types (2395.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2395.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (1716.0 sqft.) a. Concrete Block - Ext Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (2395.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. b. Conservation features 15. Credits Insulation Area R=4.1 1716.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R =30.0 2395.00 ft2 R= ft2 R= ft2 R ft2 6 500 kBtu/hr Efficiency 47.0 SEER:16.00 kBtu/hr Efficiency 34.0 COP:1.00 EF: 0.000 Pstat Glass /Floor Area: 0.076 Total Proposed Modified Loads: 56.05 of =I Standard Reference Loads: 72.47 PASS I hereby certify that the pl ns and spec this calculation are in co pliance 'th Code. PREPARED BY' cati•ns covered t e ^ .rida Energy j ! by Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL. �F ` ST,g,' }r, Vtj` rt .4 } r� `: k t,�-- =L- .o ' % u ; DATE. (g ! Y 1 I hereby certify that this building, as designed, is in compliance the Florida Energy Code. OWNER/AGENT' DATE. DATE. _ - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/11/2012 10:58 AM EnergyGauge ® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL Building Type: User MR. DAVID DIPUGLIA 12/11/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99 %) Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 1, NFRC 0.45 Metal 1.27 N 12.8 25.4 1, NFRC 0.45 Metal 1.27 N 11.5 25.4 1, NFRC 0.45 Metal 1.27 N 18.8 25.4 1, NFRC 0.45 Metal 1.27 S 13.9 25.4 1, NFRC 0.45 Metal 1.27 S 9.5 25.4 1, NFRC 0.45 Metal 1.27 S 9.5 25.4 1, NFRC 0.45 Metal 1.27 E 51.4 25.4 1, NFRC 0.45 Metal 1.27 E 5.7 25.4 1, NFRC 0.45 Metal 1.27 W 25.7 25.4 1, NFRC 0.45 Metal 1.27 W 12.8 25.4 1, NFRC 0.45 Metal 1.27 W 9.5 25.4 Window Total 181.0(sqft) 326 Btuh 291 Btuh 476 Btuh 352 Btuh 241 Btuh 241 Btuh 1305 Btuh 144 Btuh 653 Btuh 326 Btuh 241 Btuh 4598 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc Blk,Hollow - Ext (0.131) 4.1/0.0 375 2.62 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 332 2.62 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 363 2.62 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 372 2.62 Wall Total 1442(sqft) Load 984 Btuh 871 Btuh 953 Btuh 976 Btuh 3783 Btuh Doors 1 2 3 4 5 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.460) 20 9.2 Wood - Exterior, n (0.460) 20 9.2 Wood - Exterior, n (0.460) 20 9.2 Wood - Exterior, n (0.460) 17 9.2 Wood - Exterior, n (0.460) 17 9.2 Door Total 93(sqft) Load 184 Btuh 184 Btuh 184 Btuh 153 Btuh 153 Btuh 859Btuh Ceilings 1 Type /Color /Surface Ueff. R-Value Area X HTM= Vented Attic/UTile (0.032) 30.0/0.0 2395 0.6 Ceiling Total 2395(sqft) Load 1525 Btuh 1525Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 214.7 ft(perim.) 23.6 Floor Total 2395 sqft Load 5067 Btuh 5067 Btuh Envelope Subtotal: 15833 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.55 19160 1.00 176.3 3877 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.325) 6412 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) MR. DAVID DIPUGLIA Project Title: 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL Building Type: User 12/11/2012 All Zones Sensible Subtotal All Zones 26122 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 26122 Btuh 0 Btuh 26122 Btuh 1. Electric Strip Heat 34000 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (Manual] Heat Transfer Multiplier) Version 8 EnergyGauge®I USRFZB v3.0 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details MR. DAVID DIPUGLIA Project Title: 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL Reference City: Miami, FL 12/11/2012 Temperature Difference: 15.0F(MJ8 99 %) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.45, 1.27 No No N 1.5ft. 4.0ft. 12.8 0.0 12.8 29 29 370 Btuh 2 1 NFRC 0.45, 1.27 No No N 1.5ft. 4.0ft. 11.5 0.0 11.5 29 29 330 Btuh 3 1 NFRC 0.45, 1.27 No No N 1.5ft. 4.0ft. 18.8 0.0 18.8 29 29 540 Btuh 4 1 NFRC 0.45, 1.27 No No S 1.5ft. 4.0ft. 13.9 13.9 0.0 29 30 400 Btuh 5 1 NFRC 0.45, 1.27 B-L No S 1.5ft. 4.0ft. 9.5 9.5 0.0 23 25 223 Btuh 6 1 NFRC 0.45, 1.27 B-L No S 1.5ft. 4.0ft. 9.5 9.5 0.0 23 25 223 Btuh 7 1 NFRC 0.45, 1.27 B -L No E 1.5ft. 4.0ft. 51.4 0.0 51.4 23 47 2407 Btuh 8 1 NFRC 0.45, 1.27 B -L No E 1.5ft. 4.0ft. 5.7 0.0 5.7 23 47 265 Btuh 9 1 NFRC 0.45, 1.27 B-L No W 1.5ft. 4.0ft. 25.7 0.0 25.7 23 47 1203 Btuh 10 1 NFRC 0.45, 1.27 B-L No W 1.5ft. 4.0ft. 12.8 0.0 12.8 23 47 602 Btuh 11 1 NFRC 0.45, 1.27 B-L No W 1.5ft. 4.0ft. 9.5 0.0 9.5 23 47 445 Btuh Excursion 2 Btuh Window Total 181 (sqft) 7010 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow- Ext 0.13 4.1/0.0 374.9 2.0 738 Btuh 2 Concrete BIk,Hollow- Ext 0.13 4.1/0.0 331.8 2.0 653 Btuh 3 Concrete BIk,Hollow- Ext 0.13 4.1/0.0 363.0 2.0 714 Btuh 4 Concrete BIk,Hollow- Ext 0.13 4.1/0.0 372.0 2.0 732 Btuh Wall Total 1442 (sqft) 2838 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 20.0 13.8 276 Btuh 2 Wood - Exterior 20.0 13.8 276 Btuh 3 Wood - Exterior 20.0 13.8 276 Btuh 4 Wood - Exterior 16.7 13.8 230 Btuh 5 Wood - Exterior 16.7 13.8 230 Btuh Door Total 93 (sqft) 1288 Btuh Ceilings Type/Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Lightmle 0.032 30.0/0.0 2395.0 0.92 2212 Btuh Ceiling Total 2395 (sqft) 2212 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 2395 (ft- perimeter) 0.0 0 Btuh Floor Total 2395.0 (sqft) 0 Btuh Envelope Subtotal: 13348 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.41 19160 1 132.2 2181 Btuh Internal Occupants Btuh /occupant Appliance Load gain 5 X 230 + 3400 4550 Btuh Sensible Envelope Load: 20079 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Summer Calculations Residential. Load - Component. Details (continued) Project Title: Climate:FL MIAMI_INTL AP 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL MR. DAVID DIPUGLIA 12/11/2012 EnergyGauge® / USRFZB v3.0 Page 2 Duct load Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Attic) (DGM of 0.321) 6443 Btuh Sensible Load All Zones 26522 Btuh EnergyGauge® / USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) MR. DAVID DIPUGLIA Project Title: Climate:FL_MIAMI_INTL AP 190 NW 102ND ST PROPOSED INTERIOR REMODELING De Puglia MIAMI SHORES, FL 12/11/2012 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 20079 Btuh 6.443 Btuh 26522 Btuh 0 Btuh 0 Btuh 26522 Btuh 5213 Btuh 0 Btuh 3868 Btuh 1000 Btuh 4500 Btuh 14581 Btuh 41103 Btuh 1. Central Unit 47000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) Version 8 EnergyGauge®/ USRFZB v3.0 Page 3 PROJECT Title: PROPOSED INTERIOR REM Bedrooms: 4 Address Type: Street Address Building Type: User GonditionedArea: 2395 Lot# Owner: MR. DAVID DIPUGLIA Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: RotateAngle: 0 Street: 190 NW 102ND ST Permit Office: Cross Ventilation: County: MIAMI Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES , FamilyType: Single - family FL , New/Exdsting: Existing (Projected) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2395 19160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 2395 19160 Yes 5 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1Slab- On- Grade Edge Insulation Main 214.7ft 0.01 2395ft2 ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flattile /slate 2594 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2395 ft2 N N CEILING Jit Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 2395 ft2 0.11 Wood 12/11/2012 10:58 AM EnergyGauge ® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 12/11/2012 10:58 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS V`/ # Omt Adjacent To Wall Typa Space Cavity yalup Width Pt In Height Sheathing Framing Solar Below In Area R -Value Frantion Absnr Arad" 1 N 2 S 3 E 4 W Exterior Concrete Block - Ext Insul Exterior Concrete Block - Ext Insul Exterior Concrete Block - Ext Insul Exterior Concrete Block - Ext Insul Main Main Main Main 4.1 4.1 4.1 4.1 _Et 54 9 8 54 9 8 52 6 8 52 6 8 438 ft2 0 438 ft2 0 420 ft2 0 420 ft2 0 0 0.75 0 0 0.75 0 0 0.75 0 0 0.75 0 DOORS V # Omt DoorType Space Storms U -Value Width Ft In Height Ft In Area 1 N S S S S Wood Wood Wood Wood Wood Main Main Main Main Main None None None None None 0.460000 3 0.460000 3 0.460000 3 0.460000 3 0.460000 3 6 8 6 8 6 8 6 8 6 8 20 ft2 20 ft2 20 ft2 16.66666 16.66666 2 3 4 5 WINDOWS Orientation shown is the entered, Proposed orientation. / V # Wall Omt ID Frame Panes NFRC U- Factor SHGC Overhang Area Depth Separation IntShade Screening 1 N 1 Metal N 1 Metal N 1 Metal S 2 Metal S 2 Metal S 2 Metal E 3 Metal E 3 Metal W 4 Metal W 4 Metal W 4 Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single(Clear) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 12.84722 1 ft 6 in 4 ft 0 in 11.45833 1 ft 6 in 4 ft 0 in 18.75 ft2 1 ft 6 in 4 ft 0 in 13.875 ft2 1 ft 6 in 4 ft 0 in 9.506944 1 ft 6 in 4 ft 0 in 9.506944 1 ft 6 in 4 ft 0 in 51.38888 1 ft 6 in 4 ft 0 in 5.652777 1 ft 6 in 4 ft 0 in 25.69444 1 ft 6 in 4 ft 0 in 12.84722 1 ft 6 in 4 ft 0 in 9.506944 1 ft 6 in 4 ft 0 in None None None None Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None None None None None None None 2 3 4 5 6 7 8 9 10 11 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3141.06 172.440 324.298 0.34500 9.83630 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 12/11/2012 10:58 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.717 1 sys#1 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # CompanyName System Model# Collector Model# Area Volume FEF ft2 DUCTS - Supply -- — Return — Air Percent HVAC # # Location R -Value Area Location Area LeakageType Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 500 ft2 Attic 400 ft2 DefaultLeakage Main (Default) c(Default) % 1 1 TEMPERATURES ProgramableThermostat: Cooling Heating Venting Jan )C)j Jan ]] Jan Y Feb )q Feb ]] Feb Mar Mar X Mar Cei A r Apr Apr ing Fans: Ma E May ritt; [ May Jun Jul Se Jul rIZS Sep Jul Aug Sep ' Oct Oct 'X Oct ;X Nov Nov Nov Dec Dec Dec TherrnostatSchedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/11/2012 10:58 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 190 NW 102ND ST MIAMI SHORES, FL, PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling /heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings /knee walls 405.2.1 R -19 space permitting. 12/11/2012 10:58 AM EnergyGauge ® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Building Input Summary Report PROJECT Title: PROPOSED INTERIOR REM Bedrooms: 4 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner MR. DAVID DIPUGLIA Conditioned Area: 2395 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 190 NW 102ND ST Permit Office: Rotate Angle: 0 County: MIAMI Jurisdiction: Cross Ventilation: City, State, Zip: MIAMI SHORES , Family Type: Single- family Whole House Fan: FL , New/Existing: Existing (Projected) Terrain: Suburban Year Construct: 1942 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost 8/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 214.7 ft 0.01 2395 ft2 -- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 2594 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 1 of 4 Building Input Summary Report 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 2 of 4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2395 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic 0 Main 30 2395 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Adjacent Omt To Wall Type Space Cavity Width R -Value Ft In Heigght Sheathing Framing Solar Below Ft In Area R -Value Fraction Absor. Grade% 1 2 3 4 N Exterior Concrete Block - Ext Insul Main S Exterior Concrete Block - Ext Insul Main E Exterior Concrete Block - Ext Insul Main W Exterior Concrete Block - Ext Insul Main 4.1 54 4.1 54 4.1 52 4.1 52 9 8 438 ft2 0 0 0.75 0 9 8 438 ft2 0 0 0.75 0 6 8 420 ft2 0 0 0.75 0 6 8 420 ft2 0 0 0.75 0 DOORS # Omt Door Type Space Storms Width Height U -Value Ft In Ft In Area 1 2 3 4 5 N Wood Main N Wood Main N Wood Main N Wood Main N Wood Main None None None None None 0.46 3 6 8 20 ft2 0.46 3 6 8 20 ft2 0.46 3 6 8 20 ft2 0.46 2 6 6 8 16.67 ft2 0.46 2 6 6 8 16.67 ft2 WINDOWS # Wall Omt ID Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 2 3 4 5 6 7 8 9 10 11 N 1 Metal Single (Clear) Yes 1.27 N 1 Metal Single (Clear) Yes 1.27 N 1 Metal Single (Clear) Yes 1.27 S 2 Metal Single (Clear) Yes 1.27 S 2 Metal Single (Clear) Yes 1.27 S 2 Metal Single (Clear) Yes 1.27 E 3 Metal Single (Clear) Yes 1.27 E 3 Metal Single (Clear) Yes 1.27 W 4 Metal Single (Clear) Yes 1.27 W 4 Metal Single (Clear) Yes 1.27 W 4 Metal Single (Clear) Yes 1.27 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 0.45 N 12.84722 1 ft 6 in 4 ft 0 in None None 11.45833 1 ft 6 in 4 ft 0 in None None 18.75 ft2 1 ft 6 in 4 ft 0 in None None 13.875 ft2 1 ft 6 in 4 ft 0 in None None 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 51.38888 1 ft 6 in 4 ft 0 in Drapes/blinds None 5.652777 1 ft 6 in 4 ft 0 in Drapes/blinds None 25.69444 1 ft 6 in 4 ft 0 in Drapes/blinds None 12.84722 1 ft 6 in 4 ft 0 in Drapes/blinds None 9.506944 1 ft 6 in 4 ft 0 in Drapes/blinds None 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 2 of 4 Building Input Summary Report INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000500 3141.0 172.44 324.29 0.3450 9.8363 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless Block 1 Electric Strip Heat None COP: 1 34 kBtu/hr False 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless Block 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.717 False 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits gal gal deg DUCTS DUCT -- Supply — Return - Air Percent HVAC # – # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 500 ft2 Attic 400 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Cooling Heating Thermostat: Jan X Jan Y Feb X Feb IN Mar Cei X Apr ing Fans: N i i May Jun Jul Aug Sep Oct Nov X Oct Nov Xl Nov Dec X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 3 of 4 Building Input Summary Report 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 4 of 4 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 • 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2371 kWh/Yr Peak Value: 774 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 3705 kWh/Yr Peak Value: 679 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts BLOCKS Number Name Area Volume 1 Block1 2395 19160 19160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 2395 19160 Yes 5 4 Yes Yes Yes 12/11/2012 10:58 AM EnergyGauge® / USRFZB v3.0 Page 4 of 4 Florida Code Summary Report MR. DAVID DIPUGLIA Title: PROPOSED INTERIOR REMODELING De TMY City: FL MIAMI INTL AP 190 NW 102ND ST FLAsBuilt Elec Util: Florida Average MIAMI SHORES, FL, Gas Util: Florida Average Registration #: Run Date: Energy Uses Reference Home Proposed Home e-Ratio Heating 0.11 MBtu 0.06 MBtu 0.54 Cooling 25.24 MBtu 18.82 MBtu 0.75 Hot Water 8.64 MBtu 8.64 MBtu 1.00 Total 33.99 MBtu 27.52 MBtu 0.81 Building Loads Reference Home Proposed Home e-Ratio Heating 0.23 MBtu 0.12 MBtu* 0.54 Cooling 64.20 MBtu 47.89 MBtu* 0.75 Hot Water 8.04 MBtu 8.04 MBtu* 1.00 Total * normalized modified loads 72.47 MBtu 56.05 MBtu 0.77 Glass /Floor Area: 0.076 Total Proposed Modified Loads: 56.05 Total Reference Loads: 72.47 PASS 12/11/2012 10:59 AM EnergyGauge® USA - FlaRes2010 / Page 1 of 1 Residential System Sizing Calculation Summary Project Title: PROPOSED INTERIOR REMODELING De Puglia MR. DAVID DIPUGLIA 190 NW 102ND ST MIAMI SHORES, FL 12/11/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature(MJ8 99 %) 50 F Summer design temperature(MJ8 99 %) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 26122 Btuh Total cooling load calculation 41103 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 130.2 34000 Sensible (SHR = 0.72) 127.1 33699 Infiltration 176 cfm Latent 91.2 13301 Duct loss Sens. Ventilation 0 cfm Total 114.3 47000 WINTER CALCULATIONS Winter Heating Load for 2395 soft) Load component Load Load Window total 181 Window total 181 sqft 4598 Btuh Wall total 1442 sqft 3783 Btuh Door total 93 sqft 859 Btuh Ceiling total 2395 sqft 1525 Btuh Floor total 2395 sqft 5067 Btuh Infiltration 176 cfm 3877 Btuh Duct loss Sens. Ventilation 0 cfm 6412 Btuh Subtotal 0 26122 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 26122 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2395 saftl Load component Load Window total 181 sqft 7010 Btuh Wall total 1442 sqft 2838 Btuh Door total 93 sqft 1288 Btuh Ceiling total 2395 sqft 2212 Btuh Floor total 0 Btuh Infiltration 132 cfm 2181 Btuh Internal gain 4550 Btuh Duct gain 6443 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 26522 Btuh Latent gain(ducts) 3868 Btuh Latent gain(infiltration) 5213 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal /occupants /other) 5500 Btuh Total latent gain 14581 Btuh TOTAL HEAT GAIN 41103 Btuh 8th Edition Latent internal(13% EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® / USRFZB v3.0