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RC-12-2139I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189769 Permit Number: RC -11 -12 -2139 Scheduled Inspection Date: April 23, 2013 Inspector: Bruhn, Norman Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: LOGAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260140 Phone: (305)687 -0214 Building Department Comments REMODELING KITCHEN AND BATH Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed (i,y-,-/f Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 181459. April 22, 2013 For Inspections please call: (305)762 -4949 Page 22 of 25 PERMIT # CONTRACTOR CL `1 C [� SUBMITTAL DATE: (t I 70 irk ADDRESS: 1611 NIA.) GI 1 3 NAME: RESUBMITAL DATES: ZONING STRUCTURAL FIRE IMPACT FEES ELECTRICAL , �t-- - L<<eI 1/ -7 (Z- PLUMBING /1 -13_ Z- %%1 %7 j,\‘K f aa ', HRSIDERM )NOC BLDG �Z4 Florida Building Code Online Fl:'LAtaa C,PARTMENT justness & Professiona Flom Departmentof Busines Profess' Regulation Page 1 of 2 BCIS Horne : Log In ; User Registration ; Hot Topics Submit Surcharge ; Stats & Facts Publications i FBC Staff ; BCIS Site Map : links Search 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeid- wen.com Authorized Signature Janet Gerard fbc @jeid- wen.com Technical Representative Steve Saffeli 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 67/1 Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http: / /floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvKmQd1OUtQtjYlyI... 3/20/2013 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 .'.:a.. ' r.' '. . .,.. ec'e M? Model, Number or Name 1Descapbon ;15558.1 •: Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use j Approved for use in HVHZ: Yes , Approved for use outside HVHZ: Yes 1 Impact Resistant Yes Design Pressure: N/A Other. Refer to installation instructions S -2104 for ;sizes, configurations, design pressure ratings, and installation details. 3 Certification Agency Certificate FL15558 RO C CAC NI011082.pdf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions FL15558 RO II S -2104 SS.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.pdf Created by Independent Third Party: Yes Next`. Contact Us :: X940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Covvrioht 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, mail addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used ter official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem. Product Approval Aaeptec METRICS" Credit �C al E http: / /floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgvKmQdlOUtQtjYlyI... 3/20/2013 NOTICE OF PRODUCT CERTIFICATION Company: MELD -WEN Exterior Doors 3737 Lakeport Boulevard KJamatb Falls, OR 97601 Certification No.: N1011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood-Edge Steel Door w/ or w/o Sideiites (wood frame) Specifications Tested To: TAS 20.1/202/203 -94 The "Notice of Product Certification" is only valid if the NAM' Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAM l's Certification Program is accredited by The American National Standards Institute (ANSI). ^ Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg .s Water Test Pressure Missile Impact Rated Test Report Number & Comments X Single O/S Opaque 3'2" x 6'10" +66/ -70 10.0 psf Yes CTLA -606W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1 -8) OX/XO Single w /Sidelite O/S Door- Opaque Sidelite - Glazed 4'5" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelite -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (1-8) OXO Single w /Sideiites — O/S Door- Opaque Sidelites- Glazed 5'110" x 6'10" +661 -70 10.0 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size- 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (I /8" Tempered Glass) Installation Details: S -2104 (1-8) CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1-8) XX Double O/S Doors- Opaque 6'3" x 6'110" +57/ -57 8.55 psf Doors -Yes OXXO Double w /Sideiites O/S Doors - Opaque Sidelites-Glazed 8'11" x 6'10" +57/ -57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO; 6" x 5'3" (1/8" Tempered Class) Installation Details: S-2104 (1 -8) i�i..1...�...t ♦��.___I .. i. _. _. O AR.. _. • .-u...ns...a .--) ' Xz�st�iute, Xnc./4794 George Washington Memlorial Higbway/1-Tayes, VA Tel: (804) 684- 5124/Fax: (804) 684-5122 / NAMI AUTHORIZED SIGNATURE: BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product E k!ation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1- A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: . Evaluation Report Pages 1— 4 Installation Details Pages 5 �iS6% /0 , �� %.• tttll Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30 -04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Quality Assurance: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management institute, Inc. (FBC Organization #QUA1789) The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 "As‘ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 //\„ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 SP ® 1 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites s.JU 3.00° 3.00° TYP. 1 rr.-." TW-' f -+-- .- 1G.47 OW. 13.41° TYP 9.00° TIP. 6.00° TYP. 3.00" TYP-.- --.-- ...r r- •••-•.- -+I 6.00" TYF --3.00" TYF TYP. 1 it 1 — 11 1 1 1 1 I II 1 1 1 1 I 1 11 I I II I 5 ICES 3.85° 3.00' TYPE x nn• Q3.00° TYPE 1+-- -.I- 7.00" TYP. • -..1 ..-�. -.- 3.00" TYF 7.00' TYF - rva... 4.50° 3.00° TYF? +- 3.00 °IYP:e� 6 TYP. 5 SPACES ® 13.85" 6.58° 9.00° TYP. 6.00' TYP. 3.00° TYP. 11 III 1 I 1 1 1 3.00° TYP' 11 1 I I 1 1� J -*-3.00° TYP. 7.00° TYP. F. Norero, P.E. Florida No. 73778 Page 5 of 5 JELDINEN® Steel ENERGY SAVER/CONTOUR 64" WOOD EDGE OPA0UESTEEL OUTSW.WG IMPACT DOOR UNITS WITH& WITHOLITSIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT 1NEE1 THE WATER REQUIREMENTS FOR "NUHZ" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUTES 8. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to al/ frame conditional COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020') minimum thickness, Galvanized Steel A -525 commercial quality - AKOQ per ASTM 620 with average minimum yield strength Fy(ove.)= 24,600 psL Core design: Expanded polystyrene with 1.0 to 1.25 lbs. /cf density, by JELD -WEN, INC. Door Panel Construction: The active and inactive panels are constructed from 240A (0.020" min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.042" high. The steel bottom rail is roll formed 0.021" galvanized steel meosuring 1.67" wide x 1.21" high. The sides of the fare sheet are toff formed onto the LW. latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0'. The interior cavity is filled with polystyrene. The face sheets ore glued to the polystyrene. Fred Ute Cent.: The sash is constructed from 24GA. (0.020° min.) golvonlzed steel. The edges of the face sheet ore bent 90' over the polystyrene core and glued to it. The aidelite panels are routed to receive the ODL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing detoRs.) The Ste frames ore sealed w/ QSD Oozing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 1.25" wide x 4.5825" deep. The door and sidetite head jambs ore mortised and butt joined to the side jambs and attached with (3) 16GA. 2' x 7/16" crown wire staples. The unite use a standard bump face Pemko threshold measuring 4.041" deep x 1.0" high. The threshold is attached to the frame with (3) 160. 2' x 7/16" crown wire staples. TABLE OF CONTENTS SHT# DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS UNIT COMPONENTS .875" TYP. 74.5" MAX. O.A. FRAME WIDTH -- --- .125" 36.625" MAX. 0.A. PANEL WIDTH W PANEL WIDTH ®® ®® INACTIVE ACTIVE v 80" MAX. 0.A. PANEL HEIGHT 81.25" MAX. OA. FRAME HEIGHT 0.625" .875" TYP. 37.75" MAX. 0.A. FRAME WIDTH 36" MAX. OA. PANEL WIDTH 81.25" MAX. 0A. FRAME HEIGHT 80' MAX. O.A. PANEL HEIGHT El El o U 0 � v v DOUBLE OUTSWING IMPACT UNIT (XX( VIEWED FROM EXTERIOR 0.625' SINGLE OUTSWING IMPACT UNIT (X) TABLE 1: VIEWED FROM EXTERIOR -- 70.25" MAX. OA. FRAME WIDTH --- .75" TYP. 80" MAX. OA. PANEL HEIGHT 81.25" MAX. OA. FRAME HEIGHT _ .75" MULL BAR TYP. .875' ' 36" MAX 0.A TYP. PANEL WIDTH -1 El El a ca ma) 15.5" MAX. 0.A SIDELITE FRAME WIDTH 14' MAX. 0.A. PANEL WIDTH -3 6' MAX. --- OA. D.L.Q WIDTH 63.125" V U MAX OA. D.L.O. HEIGHT 0.75" 0,625" .875" TYR 107" MAX. 0A. FRAME WIDTH -- .125' -f -- .75" MULL. 36.625 MAX. O.A. 1 BAR TYP. ' PANEL yam 36" MAX. O.A. W /ASTRAGAL PANEL_ WIDTH ®® 80" MAX. OA. PANEL HEGHT 87.25" MAX. O.A. FRAME HEIGHT 0.75" DESIGN PRESSURE RATING -MERE WATER ROUTRAIION ROWDIER IS NEEDED BINDLE 0008 UMT (X 64 XQ OX0) 6/60 NON- 80rACT swans +66 psi -70 psi DOUBLE DOOR UNIT (XY OX$ XXO, OXXO) W/WO NON-IMPACT SIDEUTES +57 psf -57 psf IQ INACTIVE v 3 0.625" tlgltelly signed by Hermes F Norero, P.E. eason: lam approving thls document fate: 2012.05.01 17:51:35 - 04'00' ACTIVE v .d o SINGLE OUTSWING IMPACT UNIT (OXO) W/ NON - IMPACT SIDEUTES VIEWED FRDM EXTERIOR 15.5" MAX. O.A. SIDELITE FRAME WIDTH 14" MAX. OA. PANEL WIDTH 6" MAX 0A. D.L.O. WIDTH o 711111i1 ,� "E s• F. ter. FBPE : 4.crAVE i+Ww..atli`� 10i 29879 63.125" MAX. 0A. D.LO. HEIGHT DOUBLE OUTSWING IMPACT UNIT (OXXO) W/ NON- IMPACT SIDELITES VIEWED FROM EXTERIOR Prepared By: BUILDING DROPS, INC. Phone: 407 -644 -6957 Fax: 407 -644 -2366 vi • ki an DATE: 9- 1 -0 CALE N.T.S. BY: JWJ HK. ay: S. SAFFELL DRAW/NO 90.: S -2104 SHEET i OF 0.75" MIN. EDGE DIST. 1.50" - MTN. 0.250" Be r SHIM CONCRETE/ MASONRY BY OTHERS SEE DETAIL 7 ON SHEET 5 81.25" MAX. OA FRAME HEIGHT 1.750" MIN PANEL THK INTERIOR EXTERIOR 80 0" MAX. O.A. PANEL HEIGHT EE NOTE 9 ON SHT. 4 1.25" 2.50' MIN. I MIN. EDGE DIST. r7A \ VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD .625' 0.250" MAX. SHIM 0.75" MIN. EDGE DIST. 1.50" MIN. EMB. CONCRETE/ MASONRY BY 0711 SEE DETAIL 7 ON SHEET 5 EE NOTE 6 ON SHT. 4 SEE NOTE 3 ON SHT 4 1.750" MIN. PANEL ITVC SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS MK. INTERIOR EXTERIOR 81.25" MAX. SEE GLAZING OA DETAILS, SHEET FRAME 7 HEIGHT 1.25" MIN. CONCRETE/ 11040. MASONRY BY OTHERS SEE NOTE 2 ON SHT. E' NOTE 6 ON SHT. 4 EE NOTE 8 ON 01-? T. 4 80.0" MAX. OA PANEL HEIGHT SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON S 4 1.75" 2.50° MIN MIN. EDGE DIST. 01; VERTICAL CROSS SECTION \..g./ AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS LIEN DESCRIFTION MMERWI, STEEL 1 DOOR STEEL FACE SHEET 2404. (0.020"MIN.) 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER JOINED PONDEROSA PINE) WOOD 5 4' x 4" BUTT HINGE 12ao (BY HAGER) STEEL 6 19 X 1 PFH WOOD SCREW (HINGE TO DOOR) SWFI 7 DOOR IATCH STILE LVL 8 OUYSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 160A. X 1" (FOR MULLION CAP) STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (FTNGER JOINTED PONDEROSA PINE) WOOD 14 110 x 1 3/4° PFH WOOD SCREW Sail. 15 LOCI( BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 3/16" ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. sma 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./cf DENSITY) BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. DK HIGH DENSITY PLASTIC OR (JREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEAT)BOLT (NOT SHOW STEEL 2,3 18 x 1 1/2" PIASCREW mix WE FRAME) STEEL 24 18 x 2' PFH WOOD SCREW STEEL 25 #8 x 2 1/2' PFH WOOD SCRSV STEEL 28 110 x I' PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 27 110 x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 0) SILICONE 30 CIMINO COMPOUND (QSD BY ODL) SILICONE 31 BRAD TRIM NAIL 160A. x 3/4" (FOR 3/8" QUARTER. ROUND) STEEL 32 3/8" QUARTER ROUND SIDEUTE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF .34 SCHLAGE KNOB SET ,F51 STEEL 35 SCHLAGE DEADBOLT 18360 (NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 2404. (0.020' MIN, STEEL) STEEL 37 I/8" TEMPERED GLASS (81' PAO GLASS 38 004 WE FRAME SG (SPARTECH POLYCOIi PP5530 013) POLYPROP, 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 81 1/4") PI WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (61' IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) SEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEA080LT HERITAGE SERIES (NOT SHOWN) STEEL 44 SIDELITE FRAME HEAD, SILL MD JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1/2" I.G.U. POLYPROP. 46 1/2" INSULATED TEMPERED GIASS COY TRINITY/AMPAC) GLASS 47 LITE FRAME BY TRINITY FOR 1° OLASS POLYPROP. 48 1" INSULATED TEMPERED GLASS BY TRINITY/AMPAC) GLASS 49 LITE FRAME SCREW 16 x 1 1/2" LONG PANHEAD (BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 WOOD INSTALLATION SCREW IV/ 1.50' MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE RATE STEEL 53 DOOR LATCH DEAD 801.7 STRIKE PLATE ‘otimnititx. STEEL k3 8 z 0 8 8 '00 0 8 2 co Prepared By: /\ BUILDING DROPS, INC. Phone: 407-644-6957 Fox: 407-644-2366 DATE 9-11-01 SCALE, N.T.S. DWG. BY: JWJ CNK. BY: S. SAFFELL DRAWING NO.: • S-2104 SHEE1 2 or ,.& SEE NOTE 4 ON SHT. 4 ED CiD 0 E5 0.75" EDGE DI CONCRETE/ MASONRY BY OTHERS 1.50" MIN, EMBED. 0.250" MAX. SHIM INACTIVE SEE DETAIL 5 ON SHEET 5 QHORIZONTAL CROSS SECTION LATCH JAMB TO BUCK SEE NOTE 1 ON SHT: 4 1.750 MIN J PANEL THK SEE NOTE 4 4 SEE DETAIL ON SHT. 4 24 1 ON THIS SHEET EMBLOR 1.750" MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 CONCRETE / MASONRY BY OTHERS SEE DETAIL 5 ON SHEET 5 rn HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK i_ jv . /72//2/ //j //� .:'.illil / / / // /// A 1.750 MIN J PANEL THK SEE NOTE 4 4 SEE DETAIL ON SHT. 4 24 1 ON THIS SHEET EMBLOR 1.750" MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 CONCRETE / MASONRY BY OTHERS SEE DETAIL 5 ON SHEET 5 rn HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK i_ jv . /72//2/ rn HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL EXTERIOR SEE NOTE 1 SHT. 4 INTERIOR 0.75-" MIN. EDGEI DIST. ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM U!ID1 46:a DETAIL 1 NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR C s$ F. q" a " * ti 534 g w4 ,q 8 :O * BUILDING DROPS, INC. Phone: 407 -644 -6957 Ar �11H OxesTe Fax: 407 -644 -2366 . Prepared By: DATE: A O 94 a -0 SCALE: N.T.S. DWG. ar: JWJ Cruc BY: S. SAFFELL DRAWWG 110.: S -2104 s14EEr 3 Or 8 SEE NOTE 4 ON SHT. 4 SEE NOTE .3 ON SHT. 4 SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.750 SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 FOHORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: J:tl„ to I 1.0 ", 2.5", 4.0", 5.5", /3.0", 18.0" & 26.0" 2. SPACING FOR ITEM X23 THE 08 x 1 1/2" PLASCREW IS AS FOLLOW& TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL: 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS: 3.0 ", 13.0", 26.0", 39.0; 52.0" & 63.0'. 3. SPACING FOR ITEM 01 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 0 THE 16G.& X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP}; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE. JAMB AND BUCK USE ITEM 05, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 05 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM #29 SILICONE CAUIX ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4" LONG. 0.75" MIN 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 07, A /10 x 2" PFH SCREW. WHEN ATTACHING EDGE DIST THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM #14, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 0 x 1 1/2" PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25 ", 18.0625", 32.8125 ", 47.5625" & 62.625 ". SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375 ". 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 01 WHEN INSTALUNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALUNG INTO MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS _ 1.750" 141N. EXTERIOR PANEL THK. SEE NOTE 7 ON SHT. 4 INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE ON SHT. 4 SEE DETAIL 5 ON SHEET 5 OHORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 1.50" MINA, EMBED. SEE NOTE 2 / \\ ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE DETAR 5 ON SHEET 5 0.250" MAX. SHIM 0.125" MIN. GLASS THK. 0.750" SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION al 196 ATE TO BUCK Se S F. O E 1 A 1 1 0 2 0 6 1 Prepared Br /c\J BUILDWG DROPS, INC. Phone: 407 -644 -6957 Fox: 407 -644 -2366 DATE: 9 -11 -01 SCALE: N.T.S.. DWG. BY: JWJ CHE. Sri S. SAFFELL DRAWING NO., S -2104 SHEET 4 OF 8 / / /� /�� /� /� / //� SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.750 SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 FOHORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: J:tl„ to I 1.0 ", 2.5", 4.0", 5.5", /3.0", 18.0" & 26.0" 2. SPACING FOR ITEM X23 THE 08 x 1 1/2" PLASCREW IS AS FOLLOW& TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL: 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS: 3.0 ", 13.0", 26.0", 39.0; 52.0" & 63.0'. 3. SPACING FOR ITEM 01 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 0 THE 16G.& X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP}; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE. JAMB AND BUCK USE ITEM 05, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 05 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM #29 SILICONE CAUIX ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4" LONG. 0.75" MIN 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 07, A /10 x 2" PFH SCREW. WHEN ATTACHING EDGE DIST THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM #14, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 0 x 1 1/2" PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25 ", 18.0625", 32.8125 ", 47.5625" & 62.625 ". SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375 ". 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 01 WHEN INSTALUNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALUNG INTO MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS _ 1.750" 141N. EXTERIOR PANEL THK. SEE NOTE 7 ON SHT. 4 INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE ON SHT. 4 SEE DETAIL 5 ON SHEET 5 OHORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 1.50" MINA, EMBED. SEE NOTE 2 / \\ ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE DETAR 5 ON SHEET 5 0.250" MAX. SHIM 0.125" MIN. GLASS THK. 0.750" SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION al 196 ATE TO BUCK Se S F. O E 1 A 1 1 0 2 0 6 1 Prepared Br /c\J BUILDWG DROPS, INC. Phone: 407 -644 -6957 Fox: 407 -644 -2366 DATE: 9 -11 -01 SCALE: N.T.S.. DWG. BY: JWJ CHE. Sri S. SAFFELL DRAWING NO., S -2104 SHEET 4 OF 8 8/.25" MAX. OA. FRAME HEIGHT 74.50" MAX. 0.A FRAME WIDTH SEE DETAIL 2 ON THIS SHT. .00" TYP. 12.50" 6.00" IW. -400" TYP. , TYP. 5 SPACES 13.85" 6.00 TYP. SEE DETAIL 5 ON THIS SHE 7.00" TIP. /2.125" \_ SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 1 DETAIL 2 - 0 HEAD JAMB DETAIL 3 - 0 THRESHOLD ASTRAGAL STRIKE PLATE SEE DETAIL 4 ON THIS SHT. DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 6 TYP 81.25" MAX. 0.A FRAME HEI HT 5 5 SPACES 0 13.85 ® r 70.25" MAX. O.A. FRAME WIDTH 4.50" TYP. -- 3.00" TYP - 3.00" TYP. I-- SEE DETAIL 6 CN THIS SHT. 15.0" 1/ 36.625" 6.58" 9.00" TYP. -- 6.00" TYP. 3.00" TYP. 7.375" 31" 3 DETAIL 5 STRIKE PLATES TO ASTRAGAL 5. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE NOTE 4 SHEET 4 DETAB. 6 STRIKE PLATES TO JAMB SEE NOTE 10 \ \ \ ON SHEET 4 — -- SEE DETAIL 4 ON THIS SHT. .15" MIN. C -SINK. •\ ` stFut DETAIL 7 � >>>t1 •UNTERSINK FOR INSTALLATION ANCHORS Prepared By: f)\ BUILDING DROPS, INC. Phone: 407 -844 -6957 For 407-644-2.366 mw,- Pb � po u DATE: 9 -11 -01 scuE: N.T.S. awo. BY: JWJ CHK. Br: S. SAFFELL DMWNO NO.: S -2104 SHEET OF 8 1 11 1 TYP. — SEE NOTE 5 — — ON SHEET 4 irr• — - 0 — — 0 - . i i 4 C I 7.375" 31" 3 DETAIL 5 STRIKE PLATES TO ASTRAGAL 5. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE NOTE 4 SHEET 4 DETAB. 6 STRIKE PLATES TO JAMB SEE NOTE 10 \ \ \ ON SHEET 4 — -- SEE DETAIL 4 ON THIS SHT. .15" MIN. C -SINK. •\ ` stFut DETAIL 7 � >>>t1 •UNTERSINK FOR INSTALLATION ANCHORS Prepared By: f)\ BUILDING DROPS, INC. Phone: 407 -844 -6957 For 407-644-2.366 mw,- Pb � po u DATE: 9 -11 -01 scuE: N.T.S. awo. BY: JWJ CHK. Br: S. SAFFELL DMWNO NO.: S -2104 SHEET OF 8 81.25' MAX. 0A. FRAME HEIGHT 107.00" MAX. 0.A. FRAME WIDTH • 4.50" TYP. -- 3.00" TYP. 1 3.00° TYP.' 6 TYP. 5 SPACES @ 13.85" SIN .00" TYP. 1.00" TYP. 5.00" TYP-- SEE DETAIL 2 ON SHEET 5 16.41" TYP. r- 13.41" TYP. 6.00° TYP. 1 -- 3.00" TYP. l • 1 1 1 111 TYP. ® /\ 111 1 11 TYP. _ SEE NOTE 5 ,-- ON SHEET 4 SEE DETAIL 5 — f ON SHEET 5 1 1 1 1 .- 5.0 "1 I 1 0 0 11 36.625" 1 111i�1i 3.00" TYP-- 1 - 3.00" 1YP7— 3.00" TYP-- I I-- 3.00" TYP. 7.00" 7YP. 4, 7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE 0001? WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6 5 SPACES @ 13.85 37.75" MAX. 0.A._ FRAME WIDTH 6.00" T''-1 6 TYP. SEE DETAIL 4 7.375 / ON SHEET 5 6 SPACES 11.54" 3 81.25" SEE DETAIL 6 MAX. ON SHEET 5 O,A. FE HEIGHT 36, 31° 6.00" 8.58" TYP. SINGLE DOOR WITHOUT SIOELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 5 1 mN Prepared By: BUILDING DROPS, INC. Phony 407- 644 -6957 Fox: 407 - 644 -2366 DATE: 9 -11 -01 SCALE: N.T.S. OWO. BY: JWJ CNN. BY: S. SAFFELL ORAWWO NO.: S -2104 sum LOF 0.125" TEMP. GLASS ot T111111114 `�.Q0 ,� EXTERIOR 0.125" MIN. TEMP. GLASS HICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 0M SHT 4 0.50" GLASS BITE GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 1.000" MIN. GLASS THK. SEE NOTE 8 ON SHT. 4 .750" AIR SPACE .75" x .50" INTERC •T " STEEL SPACER 0.50 GLASS BITE GLAZING DETAIL 3 TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU -5007 0.125" TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR 0.500" MIN. GLASS THK. 0.125" TEMP. 0.250" AIR rGLASS SPACE INTERIOR SEE NOTE 8 ON SHT. 4 0.50' GLASS BITE .25" x .50" INTERCEPT STEEL SPACER GLAZING DETAIL 2 TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 ALL GLAZING CONFIGURATIONS SHALL COMPLY WO SAFETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2408. 411111 uc1 a a 0 ordg- *— cr mek ,29878 Prepared By: (//_ BUILDING DROPS, INC. Phone: 407 - 644 -6957 Fox: 407 -844 -2366 DATE: ks 9- 11 0 8 ti 2 1 a -0 SCALE; N.T.S. DWG. BY; JWJ cHx. WI S. SAFFELL DRAWING NO.: S -2104 SHEET 7 of 8 -- 1.670" - - -U 1.210" ODOR BOTTOM RAIL 12 24GA (0.021') STEEL r1.645" --I 0.831" CORNER BLOCK FOR 33 STEEL BOTTOM RAII, MDF x 3.0" LONG - 1.500 " - 1.750" 0.624" DOOR HINGE STILE i3 FINGER JOINTED PONDEROSA PINE WOOD ASTRAGAL HAS TWO 0.3125" D1A. x 9" LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.025" AS IMPERIAL) 40 6063 -T6 ALUMINUM 0.52- 9" i 0.380" 1 0.500" } --I ` 0.140 "+ 0.530" J 1.670 " -- L 1 1.000" ODOOR LATCH ST1LE LVL t0 COMPRESSION WEATHERSRTIP SCHLEGEL 0 -LON QDS 650 1.250" 2.500" ASTRAGAL STRIKE PLATE 41 (IMPERIAL 0.125" STEEL) 0.482" 1.670" -- 1.042" _t 8000R TOP RAIt, LVL --I I 0.513" 1.544" �- 1.750" -►1 - - 2.521" OP" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER N0A #07- 0828.01 1.109" 1 1.736 "0.675` O O 1.381" 52 DOOR LATCH STRIKE PLATE STEEL 0.868" 0.585" it 2.137" 1.012 i 0 0 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL 1 1.250" 1 1 1.013" 1 4.5625" 1.544" CD 1" LG. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107- 0828.01 t� §g 0.37- 5" 0.375 " -- 11 -7-T 03/8" QUARTER ROUND 32 SIDELITE STOP PINE -.1 1.375" 1-- 0.097" 28 MULLION CAP PINE (81.25" LONG) 1.710" -- WOOD LOCK BLOCK (7-g-) FINGER JOINTED PONDEROSA PINE 2.188" 0.75- 0" 0.500" T WOOD JAMB FINGER JOINTED PONDEROSA PINE -I I- 0.125" ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 110- 1209,01 0 0 0 0J 4.000" 5 OPAGER STEEL BUTT HINGE 4" x 4" x 0.097" THK. SILLL 1 \\\:\ { 1.000" �. 11 D } 2" , 4.041" I TANDARD BUMP FACE THRESHOLD DEO ALUMINUM - BY PEMKO r jV •400D INSERT Y1 rr 1 kiPij UNIT COMPONENTS ti A Prepared By: BUILDING DROPS, INC. Phone: 407 -644 -6957 For 407 - 644 -2366 DATE: 1 g co 11 -0 SCALE: N.T.S. DWO. BY: JWJ cH<. or: S. SAFFELL DRAWNO NO.: S -2104 SHEET 8 OF B Miami Shores V Building Department RECEIPT PERMIT #: ( DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ Contractor ❑ Owner ❑ Architect. Picked up 2 sets of plans and (other) Address: ,2 e. !v' 77 5 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 t1�y, ► e permitting process. Acknowledged by: ..�'g� Y 1 .•00111/ op PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 22, 2013 Permit No: RC12 -2139 Building Critique 1. Provide wind Toad design criteria 2. Provide design wind pressures. 3. Provide a complete miami Dade County or State of Florida Product approval. Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 9-12 ctm:s 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: /4 97S� City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes FBC20t� Permit No. Master Permit NoP`'-°' 1'2% `^ Q-1 '39 ROOFING Miami Dade Zip: OWNER: Name (Fee Simple Titleholder): ( 17 NO Flood Zone: !tea d 1 Phone#: c r 97U ,ck-k27 Address: City: M! 9 i i b Sk( State: P7 Tenant/Lessee Name: iV` Email: z! /aS7b £9 puG /4 4aw1G0e J Zip: 336/9 Phone #: CONTRACTOR: Company Name: e26, Phone#: °? p,477Q /3/ Address: 6'91 4‘.:". ,4"? City: 44I44 Qualifier Name: /ye.S • e) • adezec State: Zip: 390/.3 Phone#: t%ef°* ,12 7,7 SCE State Certification or Registration #: C /caz0 9 95 Certificate of Competency #: Contact Phone #: 7t364", ?oy/ Email Address: _ DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration New ORepair/Replace ODemolition t - - -- - - - - - - - , s < W9 IC9 MY KdNr - - °i N C9 . w® T i.■7 _ * * * * * ** *************************** *** Fees************* *********************** ******** Submittal Fee $ '" -' Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating 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 Ow r o gent The foregoing instrument was acknowledged before me this � Il day of /``4 20 by Abf'itTd.� ,Ur2 who is personall }%known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp APPROVED BY ZACHARYEXPOSITO MY COMMISSION # EE 885145 c% lr EXPIRES: January 14, 2017 , b. Bonded Thm Nor Public Unde w tern Signature Contractor The foregoing instrument was acknowledged before me this 2 day of ,20/ ,by /./S get .'e who is personallyy, known to me or who has produced .' "as identification and who did take an oath. NO ARY PUBLIC: Sign: My Commissi ZACHARY EXPOSITO MY COMMISSION # EE 865145 EXPIRES January 14, 2017 Bonded Thru Noisy Pu:L Underwriters Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) 13113 -4 f4', BUILDIN 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 1ML FBC 20 Permit No. 1R I Z - 21 39 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: City: ROOFING Ib9 oonck- Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: Phone #: b OWNER: Name (Fee Simple Titleholder): CAP 'ii-c9_0 ,.`s'4 an i Address: )(L `0 D N lr- 59 4114` City: M i i n/`6 %% State: F L Tenant/Lessee Name: !V/ Email: Ze26-41-b Phone #: • (Nei' CONTRACTOR: Company Name: /06-4 C.4 p Pte' Address: City: Qualifier Name: Phone#: op_s-6 870 z /7 State: Zip: 3 3 0 /3 Phone #: 303' 61:320zidi State Certification or Registration #: G c( /.4 ZD' 99. Certificate of Competency #: antact Phone #: 7 ,56 " 7 gr Email Address: l, � � � 9(05- 4.i3 LI 1 f 9 Phone #: Value of Work for this Permit: $ ,+ Square/Linear Footage of Work: % Z(/ V Type of Work: DAddition ❑Alteration ❑New Description of Work: .lei"`" o dt l v.7 () ORepairrReplace �' � J ❑Demolition / Color thru tile: + x+ x+ x* ****+ x: x****m **s:**** ***x: *x:+ x* ********* Fees***** ******* ******* **+ x**+ xa:****a:s:*:x **+x*** **** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ 32S Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4 (3 . gr 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, BOILF,RS, 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 reir�pection fee will be charged. Signature Owner or Age The foregoing instrument was ac day of ctw 20 1 -1, by owled before me this who is personally known to me or who has produced NOTARY P.4 1 Sig ,/ 1 ; Prin . , C As identification and who did take an oath. C: rte" ssion Expires: r"`Ay ` 1 *** * * * ** * * * * ** *** ****m** ** APPROVED BY ®t3 Signature Contractor i The foregoing instrument was acknowledged before me this 1 day of C4 Uf.►o'y , 20 , by <� 1Gac�S t ' who is personally known to me or who as produced I .P as identification and who did take an oath. NOTAR ' PUI L Sign: Print: 0746 AGUSTINEXPOSIT° - $* �a 4 MY COMMISSION N DD 894366 °. r�$ EXPIRES: May 31, 2013 tti I r Bonded fist Notary Publk Underwriters 63+1-, K. F,Kpos s My� o ssion Expires: `-V l ?e 2013 ***********************:*********** t*************** ** **** **** *********** *** *** ** ** Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 11111111111111111111111111111111 HM1111111 N 2n 13R0021<.169 NOTICE OF COMMENCEMENT O Bl•; 28435 Ps 3849@ (1RS) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION :ECORDED 01/09/71013 14°28 :36 ARVEY RUVIN? CLERK OF COURT 1 IAl1I -DADE COUNTY? FLORIDA PERMIT NO. TAX FOLIO NO.// 31 °I DY'o —0(q 0 AST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: /C)9 W CA 7 "d r/ . c 0 Y10--I °� G9 2. Des ription of improvement: r / ( u ��. es C%C 1�Jf klAA/ P�4"'^SA Cgn J Owner(s) name and address: ^ , , , �„� �-- t'S L��s NiA, Interest in property: (") L.0 n S Name and address of fee simple titleholder: 4. Contractor's name and address:.. 5 It E. S1 SA- �1,,�{�� ,*1 3301D 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: STP J (F FLORIDA , COUNTY OF LIf DE HEREBY cr:RP Y aP�aa this , true e,ra; of i3 a ; 6` 7. Persons within the state of Florida designated by Ow fi, � _y,,ir�e,, entsi provided by Section 713.13(1)(a)7., Florida Statutes. v. A.D. 20 Name and Address yW!NES yry n nd dfflCi31 Seal. of Circuit an, �OUn1 8. In addition to himself, Owners designates the following pers: n s to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owne Print Owner's Name C.n(;icr 12.1A1-2- Swom to and subscrib d before me this Ct111 Prepared by day of Ni r)1GhYYtj0Qr, 2O2- Notary Public: ` IL .gL4 Print Notary e: ittMEFAIRM My commission expires: JAR `' -`V 111 7I�F Ad r ss: N S°,O �{i_2,(f1Lu (01011 ...!',LILL I f L 5'3C) I �i BROOKEW 1Y MY COMMISSION #EE160771 EXR S: JAN 17, 2016 Bonded through 1st State Insurance ACORD. CERTIFICATE OF LIABILITY Y INSURANCE 1/8/2013 ■r , PRODUCER US1 INSURANCE 3100 WEST 76TH STREET HIALEAH FL 33018 (305)828 -7222 (305)828 -0770 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED LOGAR CONSTRUCTION INC 591 E 59TH ST MIAMI , FL 33013 INSURER A: FEDERATED NATIONAL 10790 INSURER B: GL- 0000014963 -00 INSURER C 01/09/2014 at 12:01 AM INSURER D: $300 000 INSURER E: $100 000 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 UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ,; • .D' 1. ■r , POLICY NUMBER POUCYEFFECTIVE .. i Inu'. POLICY EXPIRATION c r l „un•ui LIMITS GENERAL 1 LIABILITY COMMERCIAL GENERALUABIUTY GL- 0000014963 -00 01/09/2013 01/09/2014 at 12:01 AM EACH OCCURRENCE $300 000 PREMISES adoccurence $100 000 CLAIMS MADE 1 OCCUR MED EXP (An one • =rson) 5 000 PERSONAL &ADV INJURY 300 000 GENERAL AGGREGATE .600 000 GEN'L AGGREGATE OMIT APPLIES PER PRODUCTS - COMP/OP AGG 600 000 J POLICY n PRO. LOC AUTOMOBILE LIABWTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE OMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per acddent) $ GARAGE LIABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ ■ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ ■ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ ■ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER /MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below I TORY LIMITS I I ER E L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY UMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS NEW, REPAIR AND SERVICES CERTIFIC CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES , FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAP- 10 , DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) © ACORD CORPORATION 1988 12-11-2012 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: PERSON: FEIN: 12/11/2012 EXPIRATION DATE: 12/11/2014 GARCIA LUIS 0 454308821 BUSINESS NAME AND ADDRESS: LOGAR CONSTRUCTION INC 581 E 59 ST HIALEAH FL 33013 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440. 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.051121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed an the uetice 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 faflere of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1608 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 12/11/2012 EXPIRATION DATE: 12/11/2014 PERSON LUIS 0 GARCIA FEIN 454308821 BUSINESS NAME AND ADDRESS: LOGAR CONSTRUCTION INC 591 E 59 ST HIALEAH, FL 33013 SCOPE OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR IMPORTANT F 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 Ethe notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1809 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 707287-9 BUSINESS NAME t LOCATION LOGAR CONSTRUCTION -INC 591 E 59 ST 33013 HIALEAH THIS IS NOT A BILL — DO NOT PAY NEW RECEIPT NO. 735064 -8 STATE* COC1520995 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER LOGAR CONSTRUCTION INC Seim lT o of Business WORKER /S l GENERAL BUILDING CONTRACTOR 1 THE P ONLT A LOCAL DODULNISOTTAltPERIEPT4 TO VIOLATE ANY REGULATORY Oft ZONING . LAWS OF THE COUNTY OR COTES. NOR DOES IT EXEMPT THE FROM ANY.oTNER Oft LICENSE MINIM BY LAW. MIS IS NOT A CERTIFICATION OF 10E HOLDER'S QUALIFICA- TIONS. DO NOT FORWARD LOGAR CONSTRUCTION INC LUIS 0 GARCIA PRES 591 E 59 ST HIALEAH FL 33013 PAYMENT RECEIVED musimmoe cowry TAX COLLECTOth 11/29/2012 02260009001 000045. 00+ I�} tt11{ t��ttttt{ �t, t�sttl��t ,iittlltl111.Itl�illlss�t, {t� SEE OTHER SIDE AC# 6465991 STATE OF FLORIDA DsPARTmEsiliegairinD STRYFLYCENSIN .a. DATE BATCH NUMBER 12 015'; LIC NN ATION SEW L12101700836 CGC152 O 9 GENERAL CONTRACTOR. Named -below IS CERTIFIED' Under the; provisions of. Chapt( Expiration date: AUG 31, 2014' GARC LUIS .0. LOGAR TCONSTRUCTION INC MIAMI ST STREET FLT 33013 RICK SCOTT DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Miami Shores Village Building Department '10050 N.E.2id Ave'Ste, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7_: ' S INSPECTION'S PHONE NUMBER: (305) 762.4949 -lea - t A(4L -7v S P. PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 169 NW 97 ST City: Miami Shores Folio/Parcel #: 11- 3101- 026 -0140 Is the Building Historically Designated: Yes County: OWNER: Name (Fee Simple Titlehol Address: 16400 NW 59 AVE A City: Miami Lakes Tenant/Lessee Name: N/A Email: zexposito @pacificacomp: ni: s. e NOV 0 2012 FBC 20 IQ Permit No. Master Permit No. 2'21 ROOFING Zip: #:305-970-5824 CONTRACTOR: Co Address: 7530 SW 36 a T Name: City: Miami Qualifier Name: Femando Aria State Certification or Registration #: Contact Phone #: Phone #: 786- 715 -5044 zip: 33155 Phone #: 786- 715 -5044 CGC- -1 180 Email Address: Phone #: r"45bC0 ` \1' eb©Co DESIGNER: Architect/Engineer: u�lue =*W�rk fm for 't_ �_ Square7Linear- Footage of Wo tk: Type of Work: UAddition DAlteration (]Demolition DgseriptionnfWork: ) P_,Gyke.) �%'$- jd °° /tee ter f; Certificate of Competency #: ecci ∎%o o OCOw_A ONew ORepair/Replace Color thru tile: Submittal Fee $ 3 Permit Fee $ , . CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $, Double Fee $ �� [j Structural Review $ Training/Education Fee $ 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 Owner or Agen The foregoing instrument w wledged before me this day oNOV_Mki20 , by ,W who is personally known to me or who has produced LAC Q I(1 S Q As identification and who did take an oath. NOTARY PUBLIC: My Comm xpires: MY COMMISSION #EE160771 EXPIRES: JAN 17, 2016 Signa Contractor e foregoing instrument was acknowledged before me this, day ofq5Leral, 20 f 2, by f f nand 0 Airm who is personally known to me or who has produced(] LICOAISR., as identification and who did take an oath. NOTARY PUBLIC: BROOKE LOWY MY COMMISSION #EE160771 ans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Clerk Miami Shores Viiiage Building Department RECEIPT PERMIT #: C (2 - 2 i 39 DATE: t 2 / 2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ Contractor ,Owner ❑ Architect Cueczne_—rt Picked up 2 sets of plans and (other) c� Address: 7 /1' From the building department on this date i- order o have corrections done to plans And /or get County stamps. I understand ' at the pl,.ns need to e brought back to Miami Shores Village Building Department t• 1 ue p: rmitting ,cess. Acknowledged b PERMIT CLERK INITIAL: RESUBMITTED DATE: 1211 1 I-0 I Z PERMIT CLERK INITIAL: e�- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 la _9,131 Inspection Number: INSP- 189327 Permit Number: PL -11 -12 -2191 Scheduled Inspection Date: April 17, 2013 Inspector: Hernandez, Rafael Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: UNIVERSAL PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260140 Phone: (305)887 -3131 Building Department Comments REMODEL KITCHEN AND BATH Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 184722. RE -OPEN FOR REVISION SUBMITTED April 16, 2013 For Inspections please call: (305)762 -4949 Page 25 of 32 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL k2-, �� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184722 Permit Number: PL -11 -12 -2191 Scheduled Inspection Date: January 30, 2013 Inspector: Hernandez, Rafael Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: UNIVERSAL PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260140 Phone: (305)887 -3131 Building Department Comments REMODEL KITCHEN AND BATH Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed T( Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 29, 2013 For Inspections please call: (305)762 -4949 Page 20 of 33 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 it) BUILDING Permit No. PERMIT APPLICATION Master Permit No. 0131' Nov 092 12 Permit Type: PLUMBING JOB ADDRESS: City: Folio/Parcel #: / Nw 5'7 31- Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: 6 OWNER: Name (Fee Simple Titleholder): C -t' t C. (./ '3 a ads 7)d- C Address: YO 0 IJ (.1 S-9 aKlv�- Phone #: 70 ?7 6 Ci'k 2 Y City: , ? f S N^ G4 t S State: FL Zip: 33x1'7 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ( /eye / Z561 ?4w6'k j i/ Phone #: Address: 3 7 9 66, City: 1/1`,4/,e4- State: �,/� / � Zip: 330 L ,� h et Phone #: 3 goy c i e v ?Pt -313/ Qualifier Name: State Certification or Registration #,0' /C /6/,,z g 9" / Certificate of Competency #: Contact Phone #: Fog 54/7 Email Address: ei‘/7,C"47 4G /714/ 5 jqn�, CY-€4 DESIGNER: Architect/Engineer: i Phone #: Value of Work for this Permit: $ � 0 Square/Linear Footage of Work: I Type of Work: OAddress OAlteration ONew ORepair/Replace p �°ODemolition Description of Work: ^— �, �iQ�' ! 4.R `g(�aN! i � r � ,;4(4.,-°t. ******** ** * * * * *** * * * * * * * * * * * *** * * * * * *** Fees * * * ** * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * *** ** Submittal Fee $ r Permit Fee $ 45-0 Scanning Fee $ Radon Fee $ Nota D uble Fe g ( Training/Education Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 2 S } 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 A •,- t The foregoing instrument was ac ledged before me this 1Cfrh day of 00t0er, 2012_, by A1- anci -er m , who is personally known to me or who has produced t ('d0{e L1(IDAf1 _ As identification and who did take an oath. NOTARY PUBLIC: Sign. 1 i ►1,�� 4 ._.i. Print: 's {/ l� rtl, My Commission Expires: BROOKE LOWY N #EE160771 EXPIRES: JAN 17, 2016 Bonded through 1st State Insurance 1 ,: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Signature ,Fr retractor The foregoing trument was acknowledged before me this 19 day of DG1-63 01 ,20 1Y, by al re+4c. f'ieiA , who is personally known to me or who has produced jet i!,yz iL L tC as identification and who did take an oath. NOTARY PUBLIC: Structural Review (Revised3 /12 /2012)(Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Sign: Print: My Commission Expir 00 Duo • ublic State of Florida • Vor rwo Expires 01 /28/2013 `'.' ca My Commission DD854945 Zoning Clerk JEFF A TWATErR CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 02 -23 -2012 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' CONDENSATION 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: 05/13/2011 EXPIRATION DATE: 05/12/2013 GARCIA 264039076 BUSINESS NAME AND ADDRESS: UNIVERSAL PLUMBING CORP 374 WEST 35 STREET HIALEAH FL 33012 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED PLUMBING CONTRACTOR MICHEL IMPORTANT: Pummel to Cbaptal 440 051141, F.S. sa otlicer of a cot potation who elects exemption tress this chapter by titian a certificate of election under tnis sectios turf not tecovat baootirs or caorpeasatioa owl' es this chapter. Parsuset to Chapter 440.054121, f.5., Certiticetes of eiestiaa to be exempt.. . ooPIy 00I. wukio ttx scope el tbn business or trade listed ea the ootice of election to be exempt. Nastiest to Chapter 440.05031, f.5., Notfces of election to be exempt and certificates M e tectian to be exempt shalt be subject to IeVOCaliee it Si ae•r time attest the tiling et toe notice 01 Ike issuaace of the certificate, Ibe peI!ea slanted ea the Mice er ceuiticate au Iooger meets The ■equiremems 81 Ibis sectien for issaaace of a certificate. The department shell revoke a cettiticale 07 nor IN for laiItor ^f the persos reamed on the certificate to meet the fegarremeuts of this sectios. QUESTIONS? (850) 413- 15 'C -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 /13/2011 EXPIRATION DATE: 05/12/2013 PERSON: MICHEL GARCIA FEIN: 284039076 BUSINESS NAME AND ADDRESS: :Nf +E 3F.c PttM ING, 3'4 NES. 1?, STREET ..i S.it 11 Ft 330'7 SCOPE OF BUSINESS OR TRADE • _ :31•I''E'cl PLUMBING CONTWai:. ;OR IMPORTANT Pursuant to Chapter 440.051141, F.S.. an officer of s corPoratlon who elects exemption from this chapter by filing a certificate of electron L alder this section may not recover benef its or compensation under this D chapter. Pursuant to Chapter 44 0.05(12). F.S., Certificates of electron to H exempt.. apply only within the scope of the business or trade E the notice of • election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate. the person named on the notice or certificate no longer meet 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. be listed on QUESTIONS' 1850) 413 -t609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. UWC- 252 CERTIFICATE OF ELECTION TO BE EXE*OWPT REVISED 01- 11 A�QRO ®' �,, CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/13/2012. PRODUCER MENDEZ INSURANCE /FIN SVCS 508 E 49th St Hialeah, FL 33013 (305) 769 -4936 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED UNIVERSAL PLUMBING, CORP . 900 W 49 ST #556 HIALEAH, FL 33012 I INSURER A ASCENDANT INSURANCE COMP INSURER B: CASTLEPOINT FLORIDA INS.CO. INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YYYY) POLICY EXPIRATION DATE(MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY GL- 39890 -0 05/03/12 05/03/13 EACH OCCURRENCE $ 1,000,000 PREM SESO(EaEoccurence) $ 100,000 X CLAIMS MADE OCCUR MED EXP (Any one person) $ 5,000 X 500 DED PERSONAL &ADVINJURY $ 1,000,000 $ 1,000,000 GENERAL AGGREGATE PRODUCTS - COMP /OP AGG $ 1,000,000 GEN'L AGGREGATE 7 POLICY LIMIT APPLIES JEC r T PER LOC AUTOMOBILE — — LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY OCCUR 7 CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below YIN WCP761092300 05/02/12 05/02/13 X TORY LIMITS OTH- E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS PLUMBING COMMERCIAL & RESIDENTIAL CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES,FL 33138 ACORD 25 (2009/01) SHOULD ANY OF THE ABOVE DATE THEREOF, THE ISSUING I NOTICE TO THE CERTIFICATE 0 IMPOSE NO OBLIGATION OR REPRESENTATIVES. AUTHORIZED REPRESE CRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION URER WILL ENDEAVOR TO MAIL 10 ER NAMED TO THE LEFT, BUT FAILURE TO DO SO LITY OF ANY KIND UPON THE INSURER, ITS AGEN ©1988- The ACORD name and logo are registered marks of AC RD AYE WRITTEN CORPORATION. All righ \resered. Permit Number: EL-11-12-2140 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i S9 nspection Number: I NS P- 189579 Inspection Date: April 18, 2013 Inspector: Devaney, Michael Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: JES ELECTRIC, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010260140 Phone: 305 - 218 -9492 Building Department Comments KITCHEN AND BATH REMODEL REPLACE OUTLETS lnfractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 189329. CREATED AS REINSPECTION FOR INSP- 185129. RE -OPEN FOR REVISION SUBMITTED Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 18, 2013 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185129 Permit Number: EL -11 -12 -2140 Scheduled Inspection Date: February 06, 2013 Inspector: Devaney, Michael Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: JES ELECTRIC, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010260140 Phone: 305 -218 -9492 Building Department Comments KITCHEN AND BATH REMODEL REPLACE 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 Co ./9)/72_, February 05, 2013 For Inspections please call: (305)762 -4949 Page 13 of 22 att 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 NOV 032017 FBC 20b Permit No. -' 2 2-1 c) Master Permit Nog(-4 2 ---€2"4 Permit Type: Electrical JOB ADDRESS: ! ( q ( W *.C. 5 t.^-"- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): CAS Ac oe s t t Phone #: ?er 9910 ,z-2 Address: /‘YO O a Ail,,) City: A-1. ear - - o 4-c f J Tenant/Lessee Name: State: Phone #: Zip: t1/6/ Email: CONTRACTOR: Company Name: e74 C Address: (0,6 90 A✓(O 0, -* City: e vo[1f4r State: T. Qualifier Name: VW/6 •56)70 State Certification or Registration #: ' i eoe .76/2- Contact Phone #:(46) 2 y ZZ r3 . Phone #(46).27- ZOO- • Zip: zn Phone f, 2 /-22 -e) - a Certificate of Competency #: • Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i 3 cy--- Square/Linear Footage of Work: Type of Work: UAddress r OAltera 'on New .�Repair/Replace Demolition P`- Description of Work: - a A e ke --v r)e �. ^p -4 /-!' A_.-, y 16 r 'P 1' 0 °i �- k- is. e Cc (-4 -��- r 14. -d-..._, ******** ***** ****** * * ** **** ** * * ******** Fees******:******* ********* ********* ***m********* Submittal Fee $ lam Permit Fee $ Scanning Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated . I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating 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 0 er or _r!ent The foregoing instrument was acknowledged before me this I9111 day of , 20 t 2-, by A int and tr S , who is personally known to me or who has produced -Vi WSS ums As identification and who did take an oath. NOTARY PUBLIC ' 91 '�+�J� . �� lei, Sign. Print: My Commission Expires: Signature '�� Contractor The foregoing instrument was acknowledged before me this 17 day of OC Y 6't , 20 0—, by at9C.t o C • Card who is personally known to me or who has produced .0 24 ii6rG e -s as identification and who did take an oath. BROOKE LOWY 771 EXPIRES: JAN 17, 2016 Bonded through 1st State Insurance a NOTARY PUBI,I Sign: Print: My Commission Expir AAAAAAA v Po • Public State of Florida a My Commission 00654945 • 4• •0;04 4* Expires 01/26/2013 ****** * *****>k********** ****** *>i:+x*x ********* ***** **+x********>K*+x+x *+x=t **** *+ r***> is*******s:*****>k****** 2 /L/ t00/ Plans Examiner APPROVED BY Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) * * * * * * * * * ** Zoning Clerk ; CERTIFICATE OF LIABILITY INSURANCE DATE (M MIDDIYYYY) 01108/13 Tail& CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER: THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT = IETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lithe certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementle). PRODUCER Florida General Agency 15280 NW 79 Ct., Ste. 103 Miami Lakes, FL 33016 Phone (305)8220783 Fax (305)826-0911 CdAITACY EVA COTO M P —H E , 0.06)82C1-131311 rA,/�cp. ma), {305)822 -0783 l t�+a. Not �N4. !DOREss: floridagsneral gmail.com INSURERISI AFFORDING COVERAGE MAILS INSURER A : WESCO INSURANCE COMPANY A INSURED Jes Electric Inc 12490 NW 124 St Bay 5 Medley, FL 33178- (305) 218 -9492 INSURER B ; FUBA INSURANCE COMPANY INSURER C : 11/0912013 _ -- INSURER D s 1,000,000.00 1001,000.00 INSURER E LA COMMERCIAL GENERAL LIABILITY INSURER F : 5,000.00 • THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RE9 UIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ISR TYPE OP INSURANCE ADDL INS 7. BUBR WM .. ,• PDLIGY NUMBER POI.IG"{ GPF Mm1G •. 11l09t2012 pOLICY W MM1ottrYYV LIMITS A GENERAL LIABILITY WPP1051243 -01 11/0912013 EACH OCCURRENCE s 1,000,000.00 1001,000.00 DAMAGE TO RENTED PREMISES (Be 000urrense) LA COMMERCIAL GENERAL LIABILITY MED -MCP (Any one Person 5,000.00 ❑ ❑ CLAIMS -MACE • OCCUR PERSONAL & ADV INJURY $ 1,000,000.00 • GENERAL AGGREGATE $ 2,000,000.00 ❑ PRODUCTS . COMP /DP AGO $ 2,000,000.00 GENT. AGGREGATE LIMIT APPLIES PER: $ . ❑ POLICY • • LOC B ,IFcD,T AUTOMOBILE LIABILITY SM ea d bd&LE LMr BODILY INJURY Per person) S • ANY AUTO BooRY INJURY (Per accident) $ • AUTOS NED •y A moUL ED ❑ HIRED AUTOS at. ❑ ❑ P IOP AMA E i $ ❑ UMBRELLA LiAB ❑ OCCUR 0 EX=Sa t IAO JGLAIMS -MADE EACH OCCURRENCE S AGGREGATE $ El LJ ■ 0 • - R NTI•N S $ � B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N NIA 10645306 03/2112012 03/271a� 0413 • W0 BU- OR - ^ $ 1,000 000.00 E.L. EACH ACCIDENT ANY E CUTI OFFICER/MEMBER EER 6XCTNUQED� (MamMtory in NH) Y E.L. DISEASE, EA EMPLOYE $ 1,000,000.00 Weal nri O QERATSNa wow EL DEASE' POLICY LIMIT - -- $ 1,000,000.00 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Aesch ACORD 101. Additional Remarks Sch @pule, if mere space IS rcgUiredl ELECTRICAL WORK T MIAMI SHORE VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORE FL 33138 i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANGBLLED BEFORE THE- • TION DATE THEREOF, NOTICE WILL BE DELIVERED IN AC ' CE WITH THE POLICY PROVISIONS. AU OR ± e REPRESENTA : i-- . J ACORD 25 (2010/05) OF TiT:aeed - . The ACORD name and logo are registered marks of ACORD TTE0928S02:1110Jd 80:21 £102- NIf -20 ► Parcel Owner Report Parcel Number: 1131010260140 169 NW 97 Street Miami Shores FL 33150- Tax ID: 1131010260140 Owner Information JEANNIE EVANS Phone: RITA GARBER Phone: Phone: Current Owner: No Current Owner: No Current Owner: Yes Company: JCD PROPERTIES INC. Related Permits Electrical - Residential Fence/Wall Garage Sale Garage Sale Imported Permit Imported Permit Mechanical - Residential PaintJ/ Paint" Plumbing - Residential Residential Construction Roof Windows /Shutters Windows /Shutters Permit Number EL -11 -12 -2140 FW 7 -06 -1836 GS -5 -10 -902 GS -11 -11 -2127 BP2003 -262 EL2005 -300 MC -11 -12 -2192 PT -6 -12 -1139 PT -1 -13 -165 PL -11 -12 -2191 RC -11 -12 -2139 RF -10 -06 -2535 WS -7 -12 -1268 WS -10 -06 -2634 Application Date Expiration Date Status 01/03/2013 08/05/2013 APPROVED 07/10/2006 01/01/2999 CLOSED 05/20/2010 01/01/2999 CLOSED 11/15/2011 01/01/2999 CLOSED 02/14/2003 01/01/2999 CANCELLED 08/29/2005 01/01/2999 CLOSED 01/03/2013 08/05/2013 APPROVED 06/21/2012 01/01/2999 CLOSED 01/29/2013 08/06/2013 APPROVED 01/03/2013 07/29/2013 APPROVED 11/09/2012 08/06/2013 APPROVED 10/10/2006 01/01/2999 CLOSED 07/10/2012 01/01/2999 CLOSED 10/24/2006 01/01/2999 CANCELLED Tuesday, February 12, 2013 Page 1 of 2 Related Code Cases Lot Clearing Lot Clearing Lot Clearing Ordinance Violation Ordinance Violation Ordinance Violation Ordinance Violation Case Number Case Status Case Date CASE- 12- 12- 1067Case Closed - Completed By Village(PV112/13 /2012 CASE- 10- 07- 2855Case Closed 10/03/2007 CASE -4 -12 -9793 Case Closed - Completed By Village(PV104 /06/2012 CASE- 2- 13- 10882Notice of Violation CASE- 10- 07- 2862Case Closed CASE- 10- 12- 10533ase Closed CASE- 10- 07- 2954Case Closed 02/09/2013 10/03/2007 10/12/2012 10/03/2007 Compliance Date 12/26/2012 10/12/2007 4/17/2012 Not Compliant 10/28/2007 2/5/2013 10/31/2007 Tuesday, February 12, 2013 Page 2 of 2 Permit History Report Permit Number: RC -11 -12 -2139 Owner: Phone: Primary Contractor: LOGAR CONSTRUCTION INC Phone: (305)687 -0214 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMODLEING KIT' Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Scanning: 4 Added Fee Permit Fee 11/09/2012 N/A Added Fee CCF 11/09/2012 N/A Added Fee DCA Fee 11/09/2012 N/A Added Fee Education Surcharge 11/09/2012 N/A Added Fee Scanning Fee 11/09/2012 N/A Attached Permit 11/09/2012 None Added Fee DBPR Fee 11/09/2012 N/A Added Fee Technology Fee 11/09/2012 N/A Added Permit 11/09/2012 NEW Attached Permit 11/19/2012 None Attached Permit 11/19/2012 None Added Fee Reinspection Fee 11/19/2012 N/A Added Fee DBPR Fee 11/27/2012 N/A Added Fee DCA Fee 11/27/2012 N/A Changed Issue Date 11/27/2012 1/1/2999 12:00:00 AM Changed Status 11/27/2012 APPLIED Changed Exp 11/27/2012 5/18/2013 Added Fee DCA Fee 11/28/2012 N/A $100.00 Arlenis Silvera $0.60 Arlenis Silvera $2.00 Arlenis Silvera $0.20 Arlenis Silvera $12.00 Arlenis Silvera EL -11 -12 -2140 Arlenis Silvera $2.00 Arlenis Silvera $0.80 Arlenis Silvera NEW Arlenis Silvera PL -11 -12 -2191 Arlenis Silvera MC -11 -12 -2192 Arlenis Silvera $75.00 Jan Perez $2.00 Viviana Cubillos $2.00 Viviana Cubillos 11/27/2012 12:00:00 AM Viviana Cubillos APPROVED Viviana Cubillos 5/26/2013 Viviana Cubillos $2.00 Arlenis Silvera Tuesday, February 12, 2013 Page 1 of 2 Added Fee DBPR Fee 11/28/2012 N/A $2.00 Arlenis Silvera Added Fee Reinspection Fee 12/03/2012 N/A $75.00 Jan Perez Removed Inspection 12/19/2012 Review Building N/A Arlenis Silvera Added Inspection 12/19/2012 N/A Review Building Arlenis Silvera Added Fee Work without Permit F 01/03/2013 N/A $375.00 Arlenis Silvera Changed SqFeet 01/03/2013 0 1200 Arlenis Silvera Adjusted Education Surcharge 01/03/2013 $0.20 $2.60 Arlenis Silvera Adjusted Technology Fee 01/03/2013 $0.80 $10.40 Arlenis Silvera Added Fee DCA Fee 01/03/2013 N/A $2.00 Arlenis Silvera Changed Valuation 01/03/2013 950 12500 Arlenis Silvera Adjusted Permit Fee 01/03/2013 $100.00 $375.00 Arlenis Silvera Adjusted DBPR Fee 01/03/2013 $2.00 $5.63 Arlenis Silvera Added Fee DBPR Fee 01/03/2013 N/A $2.00 Arlenis Silvera Adjusted DCA Fee 01/03/2013 $2.00 $5.63 Arlenis Silvera Adjusted CCF 01/03/2013 $0.60 $7.80 Arlenis Silvera Added Fee DBPR Fee 01/09/2013 N/A $5.63 Viviana Cubillos Adjusted DCA Fee 01/09/2013 $5.63 $5.63 Viviana Cubillos Adjusted DBPR Fee 01/09/2013 $5.63 $5.63 Viviana Cubillos Added Fee DCA Fee 01/09/2013 N/A $5.63 Viviana Cubillos Added Inspection 01/28/2013 N/A Rough Arlenis Silvera Added Inspection 01/28/2013 N/A Rough Arlenis Silvera Added Inspection 01/28/2013 N/A Rough Arlenis Silvera Added Inspection 02/04/2013 N/A Final Viviana Cubillos Added Inspection 02/06/2013 N/A Review Building Arlenis Silvera Tuesday, February 12, 2013 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189330 Permit Number: MC -11 -12 -2192 Scheduled Inspection Date: April 17, 2013 Inspector: Perez, JanPierre Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: GARP CONSTRUCTION GROUP INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1131010260140 Phone: (305)506 -5068 Building Department Comments NEW AC 3 TON PERMIT PAID BUT NOT PICKED UP UNTIL OCC LIC IS BROUGHT 01/28/2013 - OCC LIC SUBMITTED. Infractio Passed Comments INSPECTOR COMMENTS False 'TA n 3 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 181750. RE -OPEN FOR REVISION SUBMITTED April 16, 2013 For Inspections please call: (305)762 -4949 Page 27 of 32 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181750 Permit Number: MC -11 -12 -2192 Scheduled Inspection Date: February 06, 2013 Inspector: Perez, JanPierre Owner: Job Address: 169 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: GARP CONSTRUCTION GROUP INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1131010260140 Phone: (305)506 -5068 Building Department Comments NEW AC 3 TON PERMIT PAID BUT NOT PICKED UP UNTIL OCC LIC IS BROUGHT 01/28/2013 - OCC LIC SUBMITTED. Infractio Passed Comments INSPECTOR COMMENTS False t Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 05, 2013 For Inspections please call: (305)762 -4949 Page 4 of 22 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 169 NW 97 Street Miami Shores, FL 33150- 1131010260140 Block: Lot: JCD PROPERTIES INC. Owner Information Address Phone Cell JCD PROPERTIES INC. 426 SE 6 Street DANIA FL 33004- I 426 SE 6 Street DANIA FL 33004- Contractor(s) Phone Cell Phone GARP CONSTRUCTION GROUP INC (305)506 -5068 Valuation: Total Sq Feet: $ 4,500.00 1200 Tons: 3 TON Additional Info: AHA ND COND Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Work without Permit Fee Total: Amount $3.00 $2.37 $2.37 $1.00 $157.50 $3.00 $4.00 $157.50 $330.74 Pay Date Pay Type Amt Paid Amt Due Invoice # MC -11 -12 -45975 01/09/2013 Check #: 11128 $ 280.74 $ 50.00 11/19/2012 Check #: 11113 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https:// bldg .miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. January 09, 2013 2 a 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 FBC 20 C'® Permit Type: MECHANICAL Permit No. n le- - 1 2-- 9'2— Master Permit No C ', 2-- a 135' OWNER: Name (Fee Simple Titleholder): �� Poc P u ►� H ` ''' ' Phone #: ?c")1- c S o T Address: /Woo N W j79 WA" City: M ( ; (,o. S State: t- d Zi p: b J' � Tenant/Lessee Name: Ai (4 Phone#: P -1 e (. Cf.s1..pc ,_ j f-5 Email 7eJe MeC cc, Ate-4- JOB ADDRESS: 0 5 N 9 3 4" City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 60.V t �P1S��c.,C�i CAA.. 6 ‘.) Phone#:Caosso Node Address: S '&6 City: �_! �� j�,y"—j / State: Qualifier Name: .>().v i eN1' t' Phone#: State Ce i hcataoti' or1 egistration #. z\)\ C (. Certificate of Competency it Contact i hprie# S, C.3 . c a Email Address : Y ?- -.`rye � fy c/C i�!/l � /' ire ve0 �2 DESIGNER: Architect/Eugineei`; " :; , Phone #: Zip: 5a/s6 r 171.' n 50 0 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: )Address )Alteration )New Description of Work: )Repair/Replace )Demolition ********* * * * * * * * * * * * * * * * * * * *** **** * * * **F *******j****** * ** * ** * * * * * ** * *** * * * * * * ** * *** ** Submittal Fee $ Permit Fee $ 3 �� `f''CF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary Training/Education 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 rginspection fee will be charged. Signature Owner or The foregoing instrument was acknowledged before me this Min day of (F1OQ(20 by AiejQf( Ui Z , who is personally known to me or who has produced i i1\44243 Li LpsYtce As identification and who did take an oath. NOTARY PUBLIC gent The foregoing i I s r ment w a Sign( Print: My Commission Expires: Sign .r. y Commission Expires: MY COMMISSION #EE1 771 EXPIRES: JAN 17, 2016 Bonded through 1st State Insurance * *** * * * ***** ***** ** **** * **** * * *** * * **ax ***** ****************************** **** * * ** * ** **** ****** * **** * **** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 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): ,05 fI CA-) - City: Miami Shores Village County: Miami Dade Zip Code: 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 ❑ NO ❑ Contract Attached: YES ❑ 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 : Phone: State Certificate or Registratin N. K Certificate of Competency N. Signature ualffier's\slgnature only) Date: /0/24 /*T UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER — AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG - 2) M.O.P AHU CU PKG _ AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT I I PKG UNIT / / EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 °CONCRETE SLAB YES NO YES NO , NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX 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 : Phone: State Certificate or Registratin N. K Certificate of Competency N. Signature ualffier's\slgnature only) Date: /0/24 /*T Llc *CAC(00100174 Slate Mechanical Contractor Class AW MAGIC AIR CONDITIONING SERVICES PROPOSAL & CONTRACT 8711 N.W. 1511 TERR, MIAMI LAKES, FL 33818 wow 788-22=52 VAX: 3054280532 Data: 6 — i2 Job No.4 4€9/// C>1 Customer 61-P 4c. Ci, s Ili 64 s Home Phone: Phone: 377 970 Address: / e(too NC") 5 9 7.6hAk City A,/ 4/4 1 /Cie State ZIP 77671C/ SYSTEM EQUIPMENT AND TYPE OF MATERIAL USED: "v Ni ctl UN/j5Ji SLIPPLIECfiate SEER I 7* REMARK& 0 KITCHEN IDiNIUO9M 0 O BATHROOM 0 FLORIDA ROOM O LIVING ROOM 0 BEDROOM 0 FAIRLY ROOM 0 MN NOTE RN Job Frke $ Rebate $ JOG TOTAL $ 4iO ca51 = 0 WXTER PUMP 0 ADDITION ci WARRANTY* years compressor IA years coil years parts years labor /, The permits and cost are ' r Included NSTALLATUA SCHEME Wit will be ready to beet ingitilltion Owner Penteeter Acceptance Data: SeigtesAPPOIRA trietritattan Mae; Oatestpetse. 03- 12-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT ON OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' C'i ENSATION 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: BUSINESS NAME GARP CONSTRUCTION 7530 SW 38T11 ST MIAMI 03112/2012 EXPIRATION DATE: 03/12/2014 PEREZ ARIAS JAVIER A 453809988 AND AD S' "'° SS: GROUP INC FL 33155 SCOPES OF BUSINESS ' ''- TRADE 1- CERTIFIED AC CONTRACTOR 3- CERTIFIED GENERAL CONTRACTOR 2- CERTIFIED ROOFING CONTRACTOR IMPORTANT: Personal to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this section may not recover benefits or compensation seder this chapter. Pursuant to Chapter 440.05(12), F.S„ Certificates of election to be exempt._ imply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440 .051134, F.S.. Notices of election to be exempt and certificates of election to be exempt shell be soblect to - revocation It, 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 oo the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1809 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 WORKER:' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 03/12/2012 EXPIRATION DATE: 03/12/2014 PERSON: WAVIER A PEREZ FEIN: 453803588 BUSINESS NAME AND ADDRESS: GARP CONSTRUCTION GROUP INC 7530 SW 38TH ST MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE 1 • CERTIFIED AC CONTRACTOR 2- CERTIFIED ROOFING CONTRACTOR 3- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O 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 en exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.06(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. rcoripraTF t1F ELECTION TO BE EXEMPT REVISED 01-11 FROM 010t014O41 12 2012 18: MM. 18:22INa.7537588243 P 1 iht>." .69 CERTIFICATE OF LIABILITY INSURANCE ri'el'°�'°Q"nm THIS CERTIFICATE IS I$eUEO AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS — CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER TMs COVERAGE AFFORDED BY THE POCK=S BELOW. MIS CERTIFICATE OF INSURAKE DOES NOT COMMITS A CONTRACT BETWEEN THE ISSUING INSURER(S), AITTNOREND REPRESENTATIVE OR PRODUCER, AND ThE CERTIFICATE HOLDER. IMPORTANT; S the Emma, bolder is se ADOmcW1l - , , the •1 met 4e.dosgd. MIMOSA • "74 holaor Pow+ �► snake Is ondenam.ni A on This cadEs • doss not stew r the mss}. Jrs lnsuranse Agency 9500 SW81h St, $40127 Mimi, FL 33174 Fax 2si2 INU GARP CONSTRUCTION GROUP, INC, 7530 SW 3e St Miami, 8.33174 COVERAt (30$) WHOM CERTIFICATE NUS THIS IS TO CERTPy THAT THE POLICIES OF INS NUMBER: INDICATED. NOTINITH$TAND5 ANY NT, TERM WA OF ANY CONTRA THE ER von R�EC TO YRICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCPMED HEREIN 18 stistaCT TO ALLTMII TERMS, Of H POKES• MIS WW AVE MAY W BEEN REDUCED RY PAID CLAIMS. --�R yWer mv�ueures ri • ONFOIX. mammy 521 commesCIAL Mote. wow! A • ® OtiumsasoE Fio ocCuR N N 420$11$ 0 __.. ESSIDt MANY m FIRMA El. SWAM F den. A is OATS 1.11/T APPLR® tom 0 _O Lac Adnl,e LrASe nv ® ANY A O ❑ p O miligo AUTOS AUTO 1'1 uuAUAN , OXCEIFS 41A0 INORNION anFOISATION ANIMIRIAMOW t:6Uem y1N UTNE NIA S NUN Mirt OF CoseslIONS lLOCATOR) t mow value AMINO 101,A Noma* &he ,Nat mono(smo CERTIFICATE HOLDER MI AML SHORES VILLAGE HALL 10050 NE 2 AVE MIAMI SHORES. FL 33138 I ACORD 24 (1010/0(1) CIF The • Mi • TION All rights ma$t l of ACS PERMIT # 17€2 )c2/- 02 CONTRACTOR: `t t, _, 1,4,41L A I $110 SUBMITTAL DATE: 3 ADDRESS: /(Qc1 NuO 0r7 I NAME: RESUBMITAL DATES: PROJECT TYPE: Ac,o ZONING r FIRE STRUCTURAL IMPACT FEES 75-2Y04-& ELECTtICAL ��`� HRSIDERM o! 1 3-)41-q3 PLUMBING NO - #4 MECHANICAL BLDG .! ," 9\6 - BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: /6 Y /v W T Permit No. Master Permit No. FBC 20 ROOFING 2.. 213 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ( it C) A c Ud S t i"i'o' % S r I.t C Phone #: 303" 17° s z Address: J( ©0® l/4J 5-1 City: nt a State: !" Zip: 3 30/Y Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /O(4 ae I�l e Phone #: Address: W 67 9' City: 16 .F //,® ref State: ;,� Zip: 33 e/3 Qualifier Name: /L') ',.- C C /0 Phone #: 2.,6A0?®i.."_/ State Certification or Registration #v 6c ,3i0 775 Certificate of Competency #: Contact Phone #: ��'� / Email Address: el •,..; (7,0,9504.4457.(::;),4) rr" rte✓ ®)JA.. 4/ DESIGNER: Architect/E Mdeil Phone #: Square/Linear Footage of Work: Color thru tile: ***************************************Fees******************************************** Submittal Fee $ Permit Fee $ i3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owners ent The foregoing instrument was acknowledged before me this / day of 444 4',20 by A ' ley"' who is personally known to me or who has produced Z. D' As identification and who did take an oath. NOTARY PUBLIC: 411 iatedr Sign: Print: My Commission E APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this /9 ' day of 4 r(% , 20 /" by z ' a. ity n who is personally known to me or who has produced D . as identification and who did take an oath. �� Plans Examiner Structural Review Sign: Print: My Commission (Revised 5 /2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007) Zoning Clerk 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: PLUMBING k. JOB ADDRESS: I (! J I City: Miami Shores Folio/Parcel #: FBC 20 Permit No. Master Permit No. 1a- ai3i County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): CAD ALTO tO I tt'ir1 Address: /'w0 5. t City: h7 fCtuvei State: FL Tenant/Lessee Name: IL t Phone #: 3d 3 5%O J 0 2y Email: pS l�° (3j j4Gti L (04474p (r.1 /je,t Phone#: Zip: 3 3 G j q CONTRACTOR: Company Name: (.4/ (l/t a S C'6_ /17(441 e , /Phone #: Address: ;..., . / ?-5 City: ,74' le �� State: Qualifier Name: f(G? ?i /71-:(4 (V' rely/ State Certification or Registration #: Contact Phone# Zip: Phone #: eff®q Certificate of Competency #: Email Addres 1. ie - r 6'8 fr ,virC DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit :$'. 9.1.° Square/Linear Footage of Work: Type of Work ( `ddress Description of tdrk , Alteration ( sue•• €J x}!46 t ONew ORepair/Replace ODemolition ,,,e/0/44/7 /cP 'f ,4 e.`4.0 * *> r, ********* ******+a*****x:******* * * ***** Fees** ** *+ + x********* **************** * **** ******* Submittal Fee $ Permit Fee $ 7 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip • Application is le'eby 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 (' Signature Owner or ent Contractor The foregoing instrument was acknowledged before me this /fr The fore;' ' ent was acknowl pd before me this /9 g g i/ c � E^14re''' day of �S/�r , 20 `'� by 4/(%4' �vf "v day of �!' rll , 20 /.k, by ,� who is personally known to me or who has produced who is personally known to me or who has produced Z.'-a as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC' Si .i.r:•ra• 'An 0.. air. My Commission Ex • `4:;4 :�,;.• Banded Thru Niay P Unde virus NOTARY PUBLIC: Sign: My Commissi + x*a: **rx********* ******+ s*x:**** **e:+ x* rx+ x****** *****e< es***+ x* ************ *********** *********+x**** * * *>t<** ***** * *e:**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. WO oan Master Permit No. if 1- al 3 9 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): , Q ACy iff /ha-pt ✓ LLc Phone # 'G S ! 7 0 5-�� Address: , /t wo Al Mi 7 e City: s C►A,/ /4/9( State: L Zip: —43 3/-f Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: /6 I A'tv 97 $ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #t Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: t = C4rP sl.57v 16;;DP Pho Address: 7'5' 3c, eSLr> . 3G S C /,. 7aI- / Statg: /47 zip: , 31,..5.: 'Qualifier Name: Y/ e l ,-7,'J'e.*7 Phone #: ‘50°‘ , 50 State Certification or Registration*: 4'46 /A / 766 Z Certificate of Competency #: Email Address: _ Yw i c 1 aY er2 �,:yJ,t, Phone #: Contact Phone #:, DESIGNER: Architect/Engineer: Value Of this Permit :'$ 4616D Square/Linear Footage of Work: Type. of W ork: G]Addres Alteration ONew ORepair/Replace C]Demolition Description W it :� 4 cE' i � P.O i "'' ****** * * * *** * **** * ***** * * * ***** * * * * ** *,gyp ** **** * * * **** r * * * * * * ******* * * * * * * * * * ** ***** Submittal Fee $ Permit Fee $ I +OP 6CF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In absench posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Ownnegent The foregoing instrument was acknowledged before me this day of "if �°� , 20 ), by A/,r t'"' 12-1"11A- /? who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: EXPIRES: January 14, 2017 My Commission Expires: ****** ******************** **** APPROVED BY Signature actor The foregoing instrument was acknowledged before me this /I day of . 3 , 20 Ag by who is personally known to me or who has produced as identification and who did take an oath. FERNANDO ARIAS JR otary Public - State of Florida • My Comm. Expires Ma 19 _0 * * * * * *4* * * * * * * * * * ****** * * ***e* oar**** *** ******+x**** *** *** **ego* ****axe **** **o � /Oalans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk i 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): City: Miami Shores Village County: Miami Dade Zip Code: 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 MI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO 0 Contract Attached: YES ❑ 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: ay'f7 Iry c- 7` 11 vt> Phone: .3 506,$0 State Certificate or Registration N. G, /4/(3.‘0- Certificate of Competency N. Signature ti (Qu filer's signature only) Date: UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG ,1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT I l PKG UNIT I / EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 °CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX 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: ay'f7 Iry c- 7` 11 vt> Phone: .3 506,$0 State Certificate or Registration N. G, /4/(3.‘0- Certificate of Competency N. Signature ti (Qu filer's signature only) Date: 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 FBC 20 Permit No. 11 —0440 Master Permit No. /2 2/3? JOB ADDRESS: ,,,' , 679 "0-c;-, 7 „si City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): exD J.:4C Address: /006 Mt) st7 Ak-k City: /41/4/11 ; State: Phone#: Av.r 77age2/ Zip: 32I/ Tenant/Lessee Name: Phone#: Email: 0 2e7 ) - CONTRACTOR: Company Name: r\TE-S1,., ("7 phenetc)8 Address: / ,,o) .69ea /r47 . City: 1, cf/e.-7 State: ..---( Zip: 407-e-97/b e, Q97 Phone#: (9/r) .r.-.1" "--.. '?- '-' State Certification or Registration #: 4--,e. /300 c.:y2/ 2 Certificate of Competency #: Contact Phone#: (A;2&) ri:--22e4 Email Address: DESIGNER: Architect/Engineer: :- Phone#: this Value of Workfik is Perit: $ Square/Linear Footage of Work: Type of#M*1 tlAdd,rega Alteration URepair/Replace °Demolition DesOrOmi f Work : to-W,..-+ "i: b v 0 f- 4/..74) lief/..- Qualifier Name: °New Rept, 6cA4_4e 4 ********************************* Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -146 4 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 Signatures Owner gent Contractor The foregoing instrument was acknowledged before me this el The foregoing instrument was acknowledged before me this 7 day of A°' e4 20 14, by .474"4"1-4"- /�i Z day of 4 , 20 9' I, by /�a fl r who is personally known to me or who has produced who is personally known to me or who has produced Z . kiD As identification and who did take an oath. % as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign . Si I � EXPIRES January 14 2017 Pri Print: My Commission My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 'Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) N z. ■..a or-A LLB") A--ARC DISTANCE AIC...AIR CONDITIONING COS.-CONCRETE BLOCK STRUCTURE O.U.L..QVERHEAD UTILITY LINE CL...CLEAR CA. CENTER UNE RA:f.,.RADIAL ENC...ENCROACHMENT RNJ...RIGHT OF WAY... FIP...FOUNO IRON PIPE O.H...OVER HEAD W.M.—WATER METER GH....CHORO DISTANCE P L...PROPCRTYLLYE CCNC.,.CONCRETE F.H. FURE HYDRANT' UP...UTILITYPOLE R...RADIUS U.S.—UTILITY EASEMEAT A...CENTRAL ANGLE R.—RADIUS PL....PLANT,RR T..—TANGENT C.S.....CATCFI bAStN MN MANHOLE CLF...CHASI LINK FMCS W.V.....WOOD FENCE i +{G..4+ n A 0.'i.. 4J 1.': F • D 4.a': w ti.- a ?' ' , 't 1, 5' :.. _.1..'Ft.t C. r, '' +4 . "AS' .. B :12- 720 LOCATION SKETCH SC LE 1 " =' ; ;,. 0 1 I' • 1 L 0.... /. .9.7, 8$4 Are 07,{) I I <r I so c I s{ 77 aI ar Al >1 PI aa' -M u 8$ N J<• 77 M I d a `\ m rr r• p 1♦ tak �N r — QI y 74 ! u /( q - rr /l ar \ ' \1 111 i r W N d rr as // 1 rr u 14 € rs am , ' e<aa 'a k 1. r w.a i re -Dg..de to the County, LEGAL DESCRIPTION:Lot Plat thereof Florida,- i4 --1--- t ig ie PT . 1 ____� _ _1_ 1.4,Block 2,A RESUBDIVISION OF BLOCK 2 OF HAM PARK,a coring as recorded in Plat Book 42,Page 59 of the Public Records of Mi i GENERAL NOTES 1) OWNERSHIP iS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTR s ., IF THIS PROPERTY. 3) (222) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. Y, AFFECTING 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURE' AS INFORMATION WAS NOT REQUESTED. b) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE X . MICH 'I. '_0,2012 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. RTIF'IEDTO:CAD .Acquisitions,LLC, DATE Hemisphere Title Company. Septem•er WFG National Title Insurance Company APPLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY + ' ER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above .... bed and correct to the best of my knowledge, Information and belief, as recently urveyed under my direction, also that there are not above- ground encroachments o =r the This survey meets the minimum technical standards set forth by the Florida a card pursuant to Chapter 61017 -6, Florida Administrative Code, Section 472-027, Iorid* property Is true and platted 1 those shown. of Land Surveyors Statues. SURVEYING, INC , ,0 LB. NO. 3353 f Y' aro D. Al • -13 6187 NW 187Th STREET, H5 Pr salons! Land urve, MIAMI, FLORIDA 33015 Certificate No. -9(i 305/512 -4940 State of Florid= THIS IS A BOUNDARY SURVEY" or NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEA 9 MECKWind Version 2.1.0.6 ASS 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 w%'w.mecaenterprises.com Date : 4/8/2013 Project No. : 02 -11 -2013 Company Name : Designed By . Address Description : Exterior doors City Customer Name : Elvis State Proj Location : 169 NW 97 Street. Miami, FL331 File Location: C: \Projects \Elvis- Mikoll \WIND.wnd L 3' 2' 3' a 1, 3 4, 2a Monaslope Roof 3 < 0 < =10 A 2 1— r - Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf DOOR DOOR DOOR DOOR 3.00 7.00 21.0 1 0.27 -1.10 16.00 -43.45 2.50 7.00 17.5 2 0.28 -1.28 16.00 -49.41 3.00 7.00 21.0 4 0.85 -0.94 34.92 -37.97 2.50 7.00 17.5 4 0.86 -0.95 35.35 -38.40 ,/ 4 r( ._ Wind Version 2.1.0.6 per ASCE 7 -10 Developed by MCA. Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date Company Name Address City State File Location: : 4/8/2013 C: \Projects \Elvis- Mikoll \WIND,wnd Project No. : 02 -11 -2013 Designed By . Description : Exterior doors Customer Name : Elvis Proj Location : 169 NW 97 Street. Miami, FL331 Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = Exposure Category = C Natural Frequency = Flexible Structure = No Importance Factor = Kd Directional. Factor = 0.85 (beta) = Damping Ratio Alpha At II N/A 1.00 0.01 9.50 = 0.11 0.15 0.20 0.20 1.4 : 12 11.50 ft 14.00 ft .00 ft Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 50.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = 900.00 ft 1.00 0.65 = 500.00 ft = 15.00 ft = 6.63 Deg = Monoslope = 9.00 ft = 2164.00 ft^ Bldg Width Across Ridge= Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 43.00 ft = 15.00 ft = 0.23 = 427.06 ft = 0.92 = 0.88 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Topographic Adjustment 0.33 *z Kzt (0.33 *z): Topographic factor at elevation 0.33 *z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure = 3.80 1.00 = 175.00 mph MWFRS Wall Pressures for Wind Normal to 43 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: pl: pwh: pw0: Side wall pressure acting uniformly outward = .56 * ph = Leeward wall pressure acting uniformly outward = .36 * ph= Windward wall pressure acting uniformly outward = ph -pl = Windward wall pressure acting uniformly outward = p0 -pl = 1.16 37.88 psf 37.88 psf 21.07 psf 13.72 psf 24.17 psf 24.17 psf MWFRS -Wall Pressures for Wind Normal to 50 ft wall L/B = 0.86 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 23.99 psf See Fig 27.6 -2 for Parapet wind Roof Pressures pressures ,.", See Table 27.6 -2 Mean roof ht. Wail Pressures See Table 27.6- Elevation Wind B Plan Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor Zone Load Casel Load Case2 .psf psf 1.000 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone /load case is not applicable. Monoslope Roof 4 iii Florida Building Code Online Page 1 of 2 Hord [ partmenta Busines Profess' Regulation wasnmessi BCIS Home & tog In t User Registration t Hot Topics t Submit Surcharge t Stets & Facts Publications FBC Staff t BCIS Site Map t Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived n Product Manufacturer JELD -WEN Address/Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative Steve Saffell Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http : / /floridabuilding.org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvKmQdlOUtQtj Y l yI... 3/20/2013 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 :v S. Model, Number or Name „ iID! r on ;. 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions S -2104 for sizes, configurations, design pressure ratings, and installation details. Certification Agency Certificate FL15558 RO C CAC NI011082.pdf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions FL15558 RO II S -2104 SS.adf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes Contact U5 :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Coovrioht 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Jtefund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: Credit Ca http: / /floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvKmQdlOUtQtjYlyl... 3/20/2013 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: N1011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door wI or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration inswing or Outswing 0/S Glazed or Opaque Opaque Maximum Size 3'2" x 6'10" Design Pressure Pos/Neg (psf) +66/ -70 Water Test Pressure 10.0 psf Missile Impact Rated Yes Test Report Number & Comments CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1 -8) X Single OX/XO Single w /Sidelite 0/S Door - Opaque Sidelite- Glazed 4'5" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelite -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: 5 -2104 (1-8) OXO Single w /Sidelites 0/S Door - Opaque Sidelites - Glazed 5'10" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DID: 6" a 5'3" (1/8" Tempered Glass) Installation Details: S -2104 1-8 XX Double 0/S Doors- Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" a 6'8" Installation Details: S -2104 (1-8) OXXO Double w/Sidelltes 0/S Doors - Opaque Sidelites- Glazed 8'11" x 6'IO" +57/ -57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" a 6'8" Sidelite DLO: 6" x 5'3" (I/8" Tempered Class) Installation Details: S- 2104 (1-8) National Accreditation & Management Institute, Inc. /4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Pr i'duet Eva!ua of ion Report JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FE# F'L Report No 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: .1EL 1) -WEN, inc. 3737 Lakeport Blvd. Kla..math Falls, OR 97601. Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30 - 04'00' f\,.. BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 'I` BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Quality Assurance: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 1 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 �0"\,. BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50" TYP 3.00" 3.00° 7W. 6 TYP. 16.41" TYP. 13.41" TYP. 6.00° TYP. 00° 7YP. 5 SPACES @ 13.85" 3.00 t II I I III Ill 1 II I'-- 1 1 I( ( I ( I (( I I 3.00" IYP 3.00° IYP ►{ 7.00° 7YP. 4.50" 1YP. 3.00° TYP:.- 3.00° 7Y1D.- r- 6.58° -.3.00° TYP. 6 .00° 7YP. 6.00° 7YP. .00° 7W. 12.50" 6 TYP. 5 SPACES 13.85" .00° TYP. 12.125" 7.00° TYP. TT, 7.00° IYP. 7YP. 9.00° TYP. 6.00" 7YP. -i X3.00° TYP. 6 TYP. SPACES OP 13.85° t I I I I 1 I I 1 II I ( 1 3.00" TYP,.- ►� X3.00° TYP. 7.00" 7YP. 6 TYP. 6 SPACES @ 11.54" 8.58" Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 JELIWEN® Steel ENERGY SAVER/CONTOUR 6' S" WOOD EDGE OPAQUE ST E EL O U T S W I N G ITNPACT DOOR UNITS WIT H & WITHOUT SIDEUTES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE IIVHZ° REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR °HVHZ° ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES a SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all Wane conditions) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020' minimum thickness, Galvanized Steel A -525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ave.)= 24,600 psi. Core design; Expanded polystyrene with 1.0 to 1.25 lbs. /cf density, by JELD -WEN, INC. Poor Panel Construction; The active and inactive panels are constructed from 24GA. (0.020° min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.042" high. The steel bottom rail is roll formed 0.021° galvanized steel measuring 1.67" wide x 1.21° high. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67° x 1.0' The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Cont. The sash is constructed from 24GA (0.020° min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it The sidelite panels are routed to receive the ODL Up Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The Tde frames are sealed w/ QSD glazing compound on the exterior. Frame Construction; The frames are constructed from Ponderosa Pine jambs measuring 1.25° wide x 4.5625° deep. The door and sidelite head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA 2" x 7/16° crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041" deep x 1.0" high. The threshold is attached to the frame with (3) 160A 2' x 7/16° crown wire staples. TABLE OF CONTENTS SHT # DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS .875° TYP. - 80" MAX. OA PANEL HEIGHT 81.25" MAX. OA FRAME HEIGHT 74.5" MAX. OA FRAME WIDTH .125° 36.625° MAX. OA 36° MAX. OA PANEL WIDTH PANEL WIDTH W /ASTRAGAL ®C® v v 0 C. 0.625° J .875° TYP. 81.25° MAX. O.A. FRAME HEIGHT 80° MAX. OA PANEL HEIGHT 37.75° MAX. OA FRAME WIDTH 36° MAX. OA PANEL WIDTH r® v •e DOUBLE OUTSWING IMPACT UNIT (XX) VIEWED FROM EXTERIOR 0.625° - SINGLE OUTSWING IMPACT UNIT (X) TABLE 1: VIEWED FROM EXTERIOR .75" 1YP. 80" MAX. 0A PANEL HEIGHT 81.25" MAX. 0A FRAME HEIGHT -- 70.25° MAX. OA FRAME WIDTH - .75° MULL BAR TYP. .875° 36" MAX OA TYP.'� PANEL WIDTH ® �® 0 0.75° .875° TIP. q OU El El _L 15.5° MAX. OA SIDEUTE FRAME WIDTH 14" MAX. OA PANEL WIDTH 6° MAX. OA D.LO. WIDTH v 63.125° MAX. OA D.LO. HEIGHT a SINGLE OUTSWING IMPACT 0.625° -I ® (R UNIT (0X0) WI NON- IMPACT 2 2 �DEVE��IOR 107° MAX. O.A. FRAME WIDTH .125° 75' MULL 36.625° MAX. OA BAR' PANEL WIDTH 36° MAX. OA W /ASTRAGAL PANEL DTH 11Q1 El El INACTIVE ACTIVE v v ® U v v c a 80" MAX. OA PANEL HEIGHT 81.25° MAX. OA FRAME HEIGHT 0.75° DESIGN PRESSURE RATING-WW3E WATER HURON ROMEMERT IS NEEDED SINGLE DOOR TNT (1l. DX so. 0X0) W/WO NON - IMPACT METES +66 psf -70 psf DOUBLE DOOR UNIT (1(Z OXZ XXO, DUO) WA) NON DIPACT SIDEUfES +57 psf -57 psf 0.625" Igitally signed by Hermes F Norero, P.E. eason: l am approving this document - ate: 2012.05.01 17:51:35 - 04'00' 15.5° MAX. OA SIDELBE FRAME WIDTH 14" MAX. OA. PANEL WIDTH 63.125° MAX. OA D.LO. HEIGHT DOUBLE OUTSWING IMPACT UNIT (OXXO) W/ NON- IMPACT SIDELITES VIEWED FROM EXTERIOR U 0 re o_ 0 0 N 0 0 0 0 W 000 . . Prepared By BUILDING DROPS, INC. Phone: 407- 644 -6957 Fax: 407 -644 -2366 DATE. 9- 1 -01 Sue: N.T.S. DWG. e*: JWJ cKK. BY: S. SAFFELL DRAWING NO.: S -2104 swim 1 Of 8 I 0.75° MIN. EDGE DIST. 1.50" MIN. 0.250 EMB. rMAX. SHIM } CONCRETE/ MASONRY BY OTHERS } SEE DETAIL 7 ON SHEET 5 81.25' MAX. O.A. FRAME HEIGHT 1.750" MIN PANEL THK INTERIOR > EXTERIOR 80.0" MAX. O.A. PANEL HEIGHT LEE ON T. 4� �di i >y .r. ■Ni 1.25° MIN. EMS. 2.50" MIN. EDGE DIST. A- VERTICAL CROSS SECTION 2 WITH HIGH DAM THRESHOLD .625° 0.250° MAX. SHIM 0.75" MIN. EDGE DIST. 1.50" MIN. EMB. CONCRETE/ MASONRY BY OTHE SEE DETAIL 7 ON SHEET 5 EE NOTE 6 ON SHT. 4 SEE NOTE 3 ON SHT. 4 1.750" MIN. PAN EL THK. SEE NOTE 2 ON SHT. 4 0.125° MIN. GLASS THK. INTERIOR EXTERIOR 81.25° MAX. SEE GLAZING 0.A. DETAILS, SHEET FRAME 7 HEIGHT 1.25' MIN. CONCRETE/ EMB. MASONRY BY OTHERS SEE NOTE 2 ON SHT. 4 EE NOTE 6 ON SHT.41 EE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 1.75° 2.50° MIN. MIN. EDGE DIST. 80.0° MAX. O.A. PANEL HEIGHT SEE NOTE 3 ON S . 4 B VERTICAL CROSS SECTION 2 AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS REM DESCRIPTION MATERIAL 1 DOOR STEEL FACE SHEET 24GA (0.020 MIN.) STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA FINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 4' x 4' SUIT HINGE 12aa. (BY HAGER) STEEL 6 #9 X 1" PEN WOOD SCREW (HINGE TO DOOR) STEEL 7 DOOR LATCH STILE LVL 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 1604. X 1° (FOR MUWON CAP) SILLL 10 COMPRESSION WEATHLNSINIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (FINGER JOINTED PONDEROSA PINE) WOOD 14 #10 x 1 3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. /cf DENSITY) BY JELD -WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25° MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 #8 x 1 1/2° PLASCREW (ODL LITE FRAME) SILLL 24 #8 x 2' PFH WOOD SCREW STEEL 25 #8 x 2 1/2° PFH WOOD SCREW STEEL 26 #10 x 1' PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 27 #10 x 2° PFH WOOD SCREW STEEL 28 MUWON CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE 30 GLAZING COMPOUND (QSD BY ODL) SILICONE 31 BRAD TRIM NAIL 16GA x 3/4' (FOR 3/8° QUARTER. ROUND.) STEEL 32 3/8' QUARTER ROUND SIDELDE STOP WOOD 33 CORNER BLOCKS FOR SILLL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET #F51 STEEL 35 SCHLAGE DEADBOLT #8360 (NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 24GA (0.020° MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 ODL LITE FRAME SG (SPARTECH POLYCOM PP5530 C13) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3/4° x 4 9/16 x 81 1/4) P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINDY FOR 1/2° I.G.U. POLYPROP. 46 1/2° INSULATED TEMPERED GLASS (BY TRINITY / AMPAC) GLASS 47 LITE FRAME BY TRINITY FOR 1° GLASS POLYPROP. 48 1° INSULATED TEMPERED GLASS (BY TRINITY /AMPAC) GLASS 49 LITE FRAME SCREW #6 x 1 1/2" LONG PANHEAD (BY TRINITY) SILLL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 #10 WOOD INSTALLATION SCREW WI 1.50' MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE ,,0itt1111 /14r, STEEL Prepared By BUILDING DROPS, INC. Phone: 407- 644 -6957 Fax: 407 -644 -2366 PART OR ASSEMBLY: FH- DATE: RI 0 8 9 RI N. cx 0 RI SCALE: N.T.S. DWG. BY: JWJ CHIC er: S. SAFFELL DRAWING NO.: S-2104 SHEET 2 OF 8 SEE NOTE 4 ON SHT. 4 0.75" MI EDGE DI CONCRETE/ MASONRY BY OTHERS SHIM INACTIVE SEE DETAIL 5 ON SHEET 5 CC HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 1.750 MIN J PANEL THK SEE NOTE 4 4 SEE DETAIL ON SHT 4 24 1 ON THIS SHEET ACTIVE EXTERIOR SEE NOTE 7 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 O3 O HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK %% / / / / / /, / //' ///%/ �% AM ' IN N 1.750 MIN J PANEL THK SEE NOTE 4 4 SEE DETAIL ON SHT 4 24 1 ON THIS SHEET ACTIVE EXTERIOR SEE NOTE 7 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 O3 O HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK ® HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL CONCRETE/ MASONRY BY OTHERS 0.75" MIN. EDGE DIST. ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLAR 11n19,,, i F. O I,, O *S cr 1llr �: •'i 0,•78878 11.11 PART OR ASSEMBLY: 5. LJ 0 Prepared By. /1 BUILDING DROPS, INC. Phone: 407 -644 -6957 Fax: 407 -644 -2366 DATE: SCALE: N.T.S. DING. Br: JWJ cwc. Bn S. SAFFELL DRAWING NO.: S -2104 SHEET 3 OF 8 %% / / / / / /, / //' .. \.,.'.: ® HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL CONCRETE/ MASONRY BY OTHERS 0.75" MIN. EDGE DIST. ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLAR 11n19,,, i F. O I,, O *S cr 1llr �: •'i 0,•78878 11.11 PART OR ASSEMBLY: 5. LJ 0 Prepared By. /1 BUILDING DROPS, INC. Phone: 407 -644 -6957 Fax: 407 -644 -2366 DATE: SCALE: N.T.S. DING. Br: JWJ cwc. Bn S. SAFFELL DRAWING NO.: S -2104 SHEET 3 OF 8 4 0 SEE NOTE 4 ON SHT. 4 SEE NOTE 7 ON SHT. 4 _ 1.750" MIN. EXTERIOR PANEL THK. ON SHT. 4 0.750" / --' SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 UFA IOW SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION \...4j AT SIDELITE TO LATCH JAMB NOTES: I. SPACING FOR ITEM #26 THE $10 x I" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0° 2.5 °, 4.0 ", 5.5 ", 13.0", 1&0° & 26.0° 2. SPACING FOR ITEM #23 THE #8 x 1 1/2° PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL: 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS: 3.0° 13.0°, 26.0°, 39.0; 52.0" & 63.0 ". 3. SPACING FOR ITEM #31 THE 16GA x 3/4° BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM #9 THE 16GA X 1° BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8° QUARTER ROUNDJ; 1.25° IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MUWON CAP). 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM #24, A 18 x 2° PRI WOOD SCREW. 5. SPACING FOR ITEM #25 THE #8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB WI ITEM #29 SILICONE CAULK ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4' LONG. 0.75° MIN. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A #10 x 2" PFH SCREW. WHEN ATTACHING EDGE GIST THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 114, A #10 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM #49 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25' 18.0625°, 32.8125", 47.5625" & 62.625 ". Sl__u 1191;.:.,. & BOTTC 'l I. 27 ONE (1) SCREW AT 4.4375 °. 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM #51 WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTAWNG INTO MUWONS. USE ITEM #16 WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS INTERIOR SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 5 ON SHY. 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHY. 4 0.750° SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS, SHEET 7 EXTERIOR O J.50° MIN. EMBED. SEE NOTE 2 / \\ ON SHY. 4 \__SEE DETAIL 5 ON SHEET 5 0.125° MIN. _ GLASS THK. INTERIOR HORIZONTAL CROSS SECTION SEE NOTE 6 UttttI WF, /i,TE TO BUCK ON SHT. 4 `.,��.g F. O 0.250° MAX. SHIM 0 a PART OR ASSEMBLY: Kos, lhtt+ Prepared By: • BUILDING DROPS, INC. Phone: 407- 644 -6957 Fax: 407 -644 -2366 DATE a VC SCALE N.T.S. Dam. BY: JWJ CO(. BY: S. SAFFELL DRAWING NO.: S -2104 SHEET 4 OF 8 81.25° MAX. OA. FRAME HEIGHT 74.50" MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. .00" v TY StiS 5 SPACES @ 13.85° 6.00 1W. IIl .00° 1W. 6.00" 1W. 12.50° .00° 1W. III SEE DETAIL 5 [ ON THIS SHT. 5.50" r _ SEE DETAIL 4 ON THIS SHT. 7.375° � 3" 3 - 3.00" TYP. 7.00" TYP. 12.125" TYP. SEE DETAIL 3 ON THIS SHE DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 2 - @ HEAD JAMB DETAIL 3 - ® THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE SEE NOTE 7 SHEET 4 04111.0-0 DETAIL 4 HINGES TO JAMB & DOOR TYP. 81.25" MAX. O.A. FRAME HEI NT 5 SPACES 13.85" 70.25° MAX. O.A. FRAME WIDTH 4.50" TYP. -- 3.00" TYPE 3.00" TYP-- r- SEE DETAIL 6 LON THIS SHT. �mr 15.50" 36.625° 6.58° 1 -® 9.00" TYP. -- 6.00" TYP. - 3.00" TYP. 1 7Il l UT 0 TYP. — SEE NOTE 5 — ON SHEET 4 a 0 11 I — — ©i — — 1 1 � 1-1 DETAIL 5 STRIKE PLATES TO ASTRAGAL 7.00° TYP. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 5.50° I SEE NOTE 4 SHEET 4 DETAIL 6 STRIKE PLATES TO JAMB SEE DETAIL 4 ON THIS SHT. .15° MIN. C -SINK. SEE NOTE 10 \ ON SHEET 4 11111►tt DETAIL 7 JJ�.j1%S F OAP INTERSINK FOR INSTALLATION ANCHORS . * R ASSEMBLY c- 0 0 Tn 0 0 .. U c*-tk Prepared By: BUILDING DROPS, INC. Phone: 407 - 644 -6957 Fax: 407 -644 -2366 DATE: 9 -11 -0 SCALE: N.T.S. DWO. Br: JWJ W. BY: S. SAFFELL DRAWING NO.: S -2104 SHEET 5 OF 8 F v f 81.25° MAX. OA FRAME HEIGHT 107.00° MAX. OA FRAME WIDTH 4.50" T1P. --- 3.00° 1YP� I 3.00 TYP. 6 TYP. 5 SPACES ® 13.85° SEE DETAIL 2 ON SHEET 5 16.41° TYP. 9.00" TYP. ----• 6.00° TYP. ---- 3.00° TYP r- 13.41° 1YP. -- 6.00° TYP. _ ii 111 TYP. ® /\ Ill I 1 ii Tr. — SEE NOTE 5 -- ON SHEET 4 SEE DETAIL 5 - f ON SHEET 5 I ® ® I�l _ _ 5.50 °I 1 ©0 1 1 e © i 1 36.625° I 1 1 3.00° TYP7.- L 3.00" TYP-- 3.00° 1W -1 7.00" 1W. SEE DETAIL 4 ON SHEET 5 - 3.00° TYP. 7.00° Tr. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 37.75° MAX. OA. r FRAME WIDTH • • 6.00° TYP.� 6 TYP. 6 SPACES IN 11.54° 81.25° SEE DETAIL 6 MAX. [ ON SHEET 5 FRAME HEIGHT 5.50" I I §1 36.625° 6.00° SEE DETAIL 4 �'/ ON SHEET 5 7.375 °_ C. 31° 31° 858° SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR oQ� oa 0 a a 0 m Prepared Br //c) BUILDING DROPS, INC. Phone: 407 - 644 -6957 Fax: 407 -644 -2366 DATE 9- 1 -01 SCALE N.T.S. er: JWJ 0HN. BY: S. SAFFELL DRAWING NO.: S -2104 SHEET 6 OF 8 EXTERIOR 0.125" MIN. TEMP. GLASS ICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50" GLASS BITE GLAZING DETAIL 1 ODL urE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 1.000" MIN. GLASS SEE NOTE 8 ON SHT. 4 .750" AIR SPACE .75° x .50" INTERC 0.50» STEEL SPACER GLASS BITE GLAZING DETAIL TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU-5007 0.125° TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR 0.500" MIN. GLASS THK. 0.125" TEMP. 0.250" AIR GLASS SPACE INTERIOR SEE NOTE 8 ON SHT. 4 .25" x .50" 0.50 INTERCEPT GLASS SI ELL SPACER BITE GLAZING DETAIL 2 TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU-5007 0 t 0.125" TEMP. GLASS NS)I_E; ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN FOC SECTION 2406. PART OR ASSEMBLY: GLAZING DETAILS 5 Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Far 407-644-2366 DATE: ,t4 11 —0 6 Is4 SCALE: N.T.S. DWG. SY: JWJ CHIC. we S. SAFFELL DRAWING NO.: S-2104 SHEET 7 OF 8 4 • h- 1.670" --T 1.210' 11_3_ \ DOOR BOTTOM RAIL, 1 24GA (0.021°) STEEL I- 1.645° 1 0.831° CORNER BLOCK FOR STEEL BOTTOM RAIL MDF x 3.0" LONG - 1.500" -1 1.750" 1 0.624° DOOR HINGE STILE °FINGER JOINTED PONDEROSA PINE WOOD ASTRAGAL HAS TWO 0.3125° DIA. x 9° LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 1.025" O ASTRAGAL (IMPERIAL) 6063-T6 ALUMINUM 0380- 0.500° 0.529° I 1 0.140° 0.530' --- 1.670° --I rr 1.000' CrOOR LATCH S LE LW. QCOMPRESSION WEATHERSRTIP SCHLEGEL Q-LON QDS 650 1.250° 2.500" 0 (;.;) ASTRAGAL STRIKE PLATE (IMPERIAL 0.125° STEEL) 0.482* 1.670° Li OMR TOP RAIL. LVL 0.513° 81/2" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 1.736°0.675 .109" r- or --] 1.381" @DOOR LATCH STRIKE PLATE STEEL 0.868" 0.585" 2.137° 1.012 I ' 0 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL (TZ \ WOOD LOCK BLOCK V.L...1" FINGER JOINTED PONDEROSA PINE 4.000° 1.042° 1.250' 4.5625' 01" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LIFE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 _L 0.375° 0.375° --I 03/8° QUARTE ROUND SIDEIJTE STOP PINE (9;2)4 --I 1.375" I--- 0.097" MULLION CAP K--.1 PINE (81.25° LONG) 2.188° 0.750" -1- 0.500" WOOD JAMB FINGER JOINTED PONDEROSA PINE -Ir.- 0.125" I-- 1.752" --I 2.621° (D1/8" S.G. ODL LITE FRAME POLYPROP. ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 110-1209.01 0 0 0 0 4.000° (7) HAGER STEEL BUTT HINGE )4" x 4° x 0.097" THK. SEUL (Th. OUTS Olt eS 4.041° 1 1.000" 110.582" I STANDARD BUMP FACE THRESHOLD tEOIALUMINUM - BY PEMKO ()VI e400D INSERT ' r • -ii`t *'..: s)14/1; • 4/ 1.4• J 2 " 0 PART OR ASSEMBLY: UNIT COMPONENTS Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax 407-644-2366 DATE: SCALE. 9- 1 N.T. EFNO. WA au CHK. or: S. SAFFELL DRAWING 5-2104 SHEET 8 OF 8 FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: AC Replacement - 169 Street: 169 NW 97 Street City, State, Zip: Miami Shores , FL , C Owner: Design Location: FL, Miami Builder Name: Permit Office: Permit Number: Jurisdiction: 231000 - ( 1,1-- it 1. New construction or existing New (From Plans} 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1530 Conditioned floor area below grade (ft2) 0 7. Windows(311.5 sqft.) Description Area a. U- Factor: Sgl, U =1.30 311.49 ft2 SHGC: SHGC =0.50 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: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (1530.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1530.00 ft2 b. N/A R= ft2 c. N/A R= ft2 -,/ / 9. Wall Types (1581.3 sqft.) b. a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (1530.0 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 Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits Insulation Area R =5.0 1581.30 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R =30.0 1530.00 ft2 R= ft2 R= ft2 R ft2 6 350 kBtu /hr Efficiency 36.0 SEER:14.00 kBtu /hr Efficiency 4.5 HSPF:7.70 Cap: 30 gallons 0 0.9220 CF, WHF, Pstat Glass /Floor Area: 0.204 Total Proposed Modified Loads: 39.70 Total Standard Reference Loads: 49.93 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. �s�c: ® 3 c� PREPARED 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' �,g"C S 4 M fiy ` ex `° }'��' T4 ` Net a g ,Sj b> f0 � �... h�...w DATE' f2--I(- 1 1s R r tt ..,� t3 c3 r z+ -1ts':'?;' I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE' DATE: AZj�,yL - - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference in accordance with 403.2.2.1. is not greater than (46 cfm:Duct#1) - Heat sys #1 may be undersized. Size of 4.5 was increased to 16.4 for simulation. Please review the Manual J8 report. 12/17/2012 11:57 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 12/17/2012 11:57 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: 'Building Type: Owner: 9 # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New /Existing: Comment: AC Replacement -169 User 1 231000 Single- family New (From Plans) Bedrooms: 2 Conditioned Area: 1530 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: Yes Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 169 NW 97 Street County: Dade City, State, Zip: Miami Shores , FL , - CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Main 1530 12240 Yes 4 2 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 190 ft 0 1530 ft2 — 0.2 0 0.8 ROOF V # Type Materials Roof Gable Roof Solar Area Area Color Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Flat tile /slate 1577 ft2 0 ft2 White 0.92 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cei Vented 150 1530 ft2 Y N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1530 ft2 0.11 Wood 12/17/2012 11:57 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 12/17/201211:57 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V it r)rnt To Wall Type Space R -Value Ft In Ft In Area R -Value Fraction Absor Grade% 1 N Exterior Concrete Block - Int Insul Main 5 48 10 8 390.6666 0 0 0.6 0 Block - Int Insul Main 5 50 0 8 400 ft2 0 0 0.6 0 Block - Int Insul Main 5 48 10 8 390.6666 0 0 0.6 0 Block - Int Insul Main 5 50 0 8 400 ft2 0 0 0.6 0 2 E Exterior Concrete 3 S Exterior Concrete 4 W Exterior Concrete _ DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Wood Main None 0.75 2 6 6 8 16.66666 Wood Main None 0.75 2 6 6 8 20 ft2 Wood Main None 0.75 2 6 6 8 16.66666 2 S 3 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall V # Ornt ID Frame Overhang Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 1.3 0.5 38.19444 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 9.763889 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 12.84722 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 38.19444 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 25.69444 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 25.69444 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 12.84722 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 12.93055 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 25.69444 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 47.36111 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 47.36111 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 9.763889 2 ft 0 in 1 ft 0 in None None Single (Clear) Yes 1.3 0.5 5.138888 2 ft 0 in 1 ft 0 in None None 2 N 1 Metal 3 N 1 Metal 4 E 2 Metal 5 E 2 Metal 6 E 2 Metal 7 S 3 Metal 8 S 3 Metal 9 S 3 Metal 10 S 3 Metal 11 W 4 Metal 12 W 4 Metal 13 W 4 Metal GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 320.775 ft2 320.775 ft2 294.8 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 1203.9 66.096 124.30 0.2070 5.9017 12/17/201211:57 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 7.7 4.5 kBtu /hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 36 kBtu /hr 1080 cfm 0.85 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 30 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / # — Supply — — Return — Air Percent HVAC # V Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 350 ft2 Attic 80 ft2 Prop. Leak Free Main 45.9 cfm 4.25 % 0.03 0.60 1 1 TEMPERATURES Programable Thermostat: Y Cooling X� Jan EX] Feb Venting 'X Jan X Feb X� Mar 'X Mar ] Ceiling [X Apr lll�xxl Apr Fans: May (X May X� Jun X� Jul )(� Aug X� Sep X� Oct ct ( Nov 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 12/17/2012 11:57 PM 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: 169 NW 97 Street 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. 12/17/2012 11:57 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows'" Description a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: Area Weighted Average Area Weighted Average 8. Floor Types a. Slab -On -Grade Edge b. N/A c. N/A Sgl, U =1.30 SHGC =0.50 N/A N/A N/A Overhang Depth: SHGC: Insulation 169 NW 97 Street, Miami Shores, FL, New (From Plans) Single- family 1 2 No 1530 Area 311.49 ft2 ft2 ft2 ft2 2.000 ft. 0.500 Insulation Area R =0.0 R= R= 1530.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types 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 Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Insulation R =5.0 R= R= R= Insulation R =30.0 R= R= Area 1581.30 ft2 ft2 ft2 ft2 Area 1530.00 ft2 ft2 ft2 R ft2 6 350 kBtu /hr Efficiency 36.0 SEER:14.00 kBtu /hr Efficiency 4.5 HSPF:7.70 Cap: 30 gallons EF: 0.92 CF, WHF, Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. * *Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Project Title: AC Replacement - 169 169 NW 97 Street Miami Shores, FL - 12/17/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature(MJ8 99 %) 55 F Summer design temperature(MJ8 99 %) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 15 F Summer temperature difference 20 F Total heating load calculation 16084 Btuh Total cooling load calculation 32859 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 28.0 4500 Sensible (SHR = 0.85) 103.3 30600 Heat Pump + Auxiliary(0.0kW) 28.0 4500 Latent 166.6 5400 cfm 1801 Btuh Total (Electric Heat Pump) 109.6 36000 WINTER CALCULATIONS Winter Heating Load for 1530 soft Load component Load Load Window total 311 Window total 311 sqft 6074 Btuh Wall total 1217 sqft 2401 Btuh Door total 53 sqft 600 Btuh Ceiling total 1530 sqft 731 Btuh Floor total 1530 sqft 3363 Btuh Infiltration 68 cfm 1115 Btuh Duct loss Sens. Ventilation 0 cfm 1801 Btuh Subtotal 0 16084 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 16084 Btuh Summer Cooling Load for 1530 soft SUMMER CALCULATIONS Load component Load Window total 311 sqft 16311 Btuh Wall total 1217 sqft 3201 Btuh Door total 53 sqft 1400 Btuh Ceiling total 1530 sqft 1169 Btuh Floor total 0 Btuh Infiltration 51 cfm 1115 Btuh Internal gain 4320 Btuh Duct gain 2101 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 29617 Btuh Latent gain(ducts) 444 Btuh Latent gain(infiltration) 1998 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal /occupants /other) 800 Btuh Total latent gain 3242 Btuh TOTAL HEAT GAIN 32859 Btuh 8th Edition Latent intsrn 3(2%) ,3ain(1 394,;. 4 t eilines(4 %,s EnergyGauge® System Sizing PREPARED BY: i l :'n DATE: Z t EnergyGauge® / USRFZB v3.0 169 NW 97 Street Miami Shores, FL - Residential Window Diversity MidSummer Project Title: AC Replacement -169 12/17/2012 Summer design temperature Cooling setpoint Summer temperature difference Latitude 95 F 75 F 20 F 25.82 North Average window load for July Peak window load for July Excusion limit(130% of Ave.) Window excursion (July) 13950 Btu 16610 Btu 18135 Btu None WINDOW Average and Peak Loads V EndowLoad (Btuh) 130 17000.00 - 1tr000.03 - 15000.00 - 14000.00 - 13000.00 - 12000.40 - 11400.04 - 10000.00 - R1100.00 - 8000.00 - 7000:00 - 60030.00 5000.00 - 4000.00 - 3000.00 - 2000.00 - 1000.00 - 0.00 8 a.rn. Lonit for excursion 12 Maur Average 10 12 2 p.m 4 p.m. f p.m. a.m. 8 pm. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge® System Sizing for Florida residences only PREPARED BY: -" � '4 V DATE: C .� L., EnergyGauge® / USRFZB v3.0 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: AC Replacement - 169 Building Type: User 169 NW 97 Street Miami Shores, FL - 12/17/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 15.0 F (MJ8 99 %) Window Panes/Type Frame U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 1, NFRC 0.50 Metal 1.30 N 38.2 19.5 1, NFRC 0.50 Metal 1.30 N 9.8 19.5 1, NFRC 0.50 Metal 1.30 N 12.8 19.5 1, NFRC 0.50 Metal 1.30 E 38.2 19.5 1, NFRC 0.50 Metal 1.30 E 25.7 19.5 1, NFRC 0.50 Metal 1.30 E 25.7 19.5 1, NFRC 0.50 Metal 1.30 S 12.8 19.5 1, NFRC 0.50 Metal 1.30 S 12.9 19.5 1, NFRC 0.50 Metal 1.30 S 25.7 19.5 1, NFRC 0.50 Metal 1.30 S 47.4 19.5 1, NFRC 0.50 Metal 1.30 W 47.4 19.5 1, NFRC 0.50 Metal 1.30 W 9.8 19.5 1, NFRC 0.50 Metal 1.30 W 5.1 19.5 Window Total 311.5(sgft) 745 Btuh 190 Btuh 251 Btuh 745 Btuh 501 Btuh 501 Btuh 251 Btuh 252 Btuh 501 Btuh 924 Btuh 924 Btuh 190 Btuh 100 Btuh 6074 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc Blk,Hollow - Ext (0.132) 5.0/0.0 330 1.97 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 294 1.97 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 272 1.97 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 321 1.97 Wall Total 1217(sgft) Load 651 Btuh 580 Btuh 536 Btuh 634 Btuh 2401 Btuh Doors 1 2 3 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.750) 17 11.3 Wood - Exterior, n (0.750) 20 11.3 Wood - Exterior, n (0.750) 17 11.3 Door Total 53(sgft) Load 188 Btuh 225 Btuh 188 Btuh 600Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/W/Tile (0.032) 30.0/0.0 1530 0.5 Ceiling Total 1530(sgft) Load 731 Btuh 731 Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 190.0 ft(perim.) 17.7 Floor Total 1530 sgft Load 3363 Btuh 3363 Btuh Envelope Subtotal: 13169 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.33 12240 1.00 67.6 1115 Btuh Duct load Extremely sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.126) 1801 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: AC Replacement - 169 Building Type: User 169 NW 97 Street Miami Shores, FL - 12/17/2012 All Zones Sensible Subtotal All Zones 16084 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 16084 Btuh 0 Btuh 16084 Btuh 1. Electric Heat Pump 4500 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® / USRFZB v3.0 Page 2 System Sizing C a lc lab' Residential Load -Whole House Component Details Project Title: AC Replacement - 169 169 NW 97 Street Miami Shores, FL - Reference City: Miami, FL r 12/17/2012 Temperature Difference: 20.0F(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 0.50, 1.30 No No N 2.0ft 1.0ft 38.2 0.0 38.2 37 37 1407 Btuh 2 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 9.8 0.0 9.8 37 37 360 Btuh 3 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 12.8 0.0 12.8 37 37 473 Btuh 4 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 38.2 6.0 32.1 37 75 2626 Btuh 5 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 37 75 1766 Btuh 6 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 37 75 1766 Btuh 7 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.8 12.8 0.0 37 38 473 Btuh 8 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.9 12.9 0.0 37 38 476 Btuh 9 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 25.7 25.7 0.0 37 38 947 Btuh 10 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 47.4 47.4 0.0 37 38 1745 Btuh 11 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 47.4 6.0 41.3 37 75 3311 Btuh 12 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 9.8 2.0 7.7 37 75 653 Btuh 13 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 5.1 2.0 3.1 37 75 307 Btuh Window Total 311 (sqft) 16311 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow- Ext 0.13 5.0/0.0 329.9 2.6 868 Btuh 2 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 293.8 2.6 773 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 271.8 2.6 715 Btuh 4 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 321.1 2.6 845 Btuh Wall Total 1217 (sqft) 3201 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 16.7 26.3 437 Btuh 2 Wood - Exterior 20.0 26.3 525 Btuh 3 Wood - Exterior 16.7 26.3 437 Btuh Door Total 53 (sqft) 1400 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/White/Tile /RB 0.032 30.0/0.0 1530.0 0.76 1169 Btuh Ceiling Total 1530 (sqft) 1169 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1530 (ft- perimeter) 0.0 0 Btuh Floor Total 1530.0 (sqft) 0 Btuh Envelope Subtotal: 22081 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.25 12240 1 50.7 1115 Btuh Internal gain Occupants Btuh /occupant 4 X 230 + Appliance 3400 Load 4320 Btuh Sensible Envelope Load: 27516 Btuh EnergyGauge® / USRFZB v3.0 Page 1 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_MIAMI_INTL AP AC Replacement - 169 Miami Shores, FL - 12/17/2012 EnergyGauge® / USRFZB v3.0 Page 2 Duct load Extremely sealed, Supply(R6.0- Attic), Return(R6.0 -Attic) (DGM of 0.076) 2101 Btuh Sensible Load All Zones 29617 Btuh EnergyGauge® / USRFZB v3.0 Page 2 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP AC Replacement - 169 Miami Shores, FL - • 12/17/2012 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 (4.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 27516 Btuh 2101 Btuh 29617 Btuh 0 Btuh 0 Btuh 29617 Btuh 1998 Btuh 0 Btuh 444 Btuh 800 Btuh 0 Btuh 3242 Btuh 32859 Btuh 1. Central Unit 36000 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(' /z)) (Omt - compass orientation) Version 8 EnergyGauge® / USRFZB v3.0 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: AC Replacement -169 Building Type: User • 12/17/2012 169 NW 97 Street Miami Shores, FL - Reference City: Miami, FL (Defaults) Winter Temperature Difference: 15.0 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 12 13 1, NFRC 0.50 Metal 1.30 N 38.2 19.5 1, NFRC 0.50 Metal 1.30 N 9.8 19.5 1, NFRC 0.50 Metal 1.30 N 12.8 19.5 1, NFRC 0.50 Metal 1.30 E 38.2 19.5 1, NFRC 0.50 Metal 1.30 E 25.7 19.5 1, NFRC 0.50 Metal 1.30 E 25.7 19.5 1, NFRC 0.50 Metal 1.30 S 12.8 19.5 1, NFRC 0.50 Metal 1.30 S 12.9 19.5 1, NFRC 0.50 Metal 1.30 S 25.7 19.5 1, NFRC 0.50 Metal 1.30 S 47.4 19.5 1, NFRC 0.50 Metal 1.30 W 47.4 19.5 1, NFRC 0.50 Metal 1.30 W 9.8 19.5 1, NFRC 0.50 Metal 1.30 W 5.1 19.5 Window Total 311.5(sqft) 745 Btuh 190 Btuh 251 Btuh 745 Btuh 501 Btuh 501 Btuh 251 Btuh 252 Btuh 501 Btuh 924 Btuh 924 Btuh 190 Btuh 100 Btuh 6074 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc Blk,Hollow - Ext (0.132) 5.0/0.0 330 1.97 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 294 1.97 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 272 1.97 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 321 1.97 Wall Total 1217(sqft) Load 651 Btuh 580 Btuh 536 Btuh 634 Btuh 2401 Btuh Doors 1 2 3 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.750) 17 11.3 Wood - Exterior, n (0.750) 20 11.3 Wood - Exterior, n (0.750) 17 11.3 Door Total 53(sqft) Load 188 Btuh 225 Btuh 188 Btuh 600Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/W/Tile (0.032) 30.0/0.0 1530 0.5 Ceiling Total 1530(sqft) Load 731 Btuh 731 Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 190.0 ft(perim.) 17.7 Floor Total 1530 sqft Load 3363 Btuh 3363 Btuh Room Envelope Subtotal: 13169 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.33 12240 1.00 67.6 1115 Btuh Duct load Extremely sealed, Supply(R6.0- Attic), Retum(R6.0 -Attic) (DLM of 0.126) 1801 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: AC Replacement -169 Building Type: User • 12/17/2012 169 NW 97 Street Miami Shores, FL - Room #1 Sensible Room Subtotal 16084 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 16084 Btuh 0 Btuh 16084 Btuh 1. Electric Heat Pump 4500 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 I I # IC Uh ' 1 Lim Residential Load ® Room by Room Component Details Project Title: AC Replacement -169 169 NW 97 Street Miami Shores, FL - • 12/17/2012 Reference City: Miami, FL Temperature Difference: 20.0F(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 0.50, 1.30 No No N 2.0ft 1.0ft 38.2 0.0 38.2 37 37 1407 Btuh 2 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 9.8 0.0 9.8 37 37 360 Btuh 3 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 12.8 0.0 12.8 37 37 473 Btuh 4 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 38.2 6.0 32.1 37 75 2626 Btuh 5 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 37 75 1766 Btuh 6 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 37 75 1766 Btuh 7 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.8 12.8 0.0 37 38 473 Btuh 8 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.9 12.9 0.0 37 38 476 Btuh 9 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 25.7 25.7 0.0 37 38 947 Btuh 10 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 47.4 47.4 0.0 37 38 1745 Btuh 11 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 47.4 6.0 41.3 37 75 3311 Btuh 12 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 9.8 2.0 7.7 37 75 653 Btuh 13 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 5.1 2.0 3.1 37 75 307 Btuh Window Total 311 (sqft) 16311 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 329.9 2.6 868 Btuh 2 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 293.8 2.6 773 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 271.8 2.6 715 Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 321.1 2.6 845 Btuh Wall Total 1217 (sqft) 3201 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 16.7 26.3 437 Btuh 2 Wood - Exterior 20.0 26.3 525 Btuh 3 Wood - Exterior 16.7 26.3 437 Btuh Door Total 53 (sqft) 1400 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/White/Tile /RB 0.032 30.0/0.0 1530.0 0.76 1169 Btuh Ceiling Total 1530 (sqft) 1169 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1530 (ft- perimeter) 0.0 0 Btuh Floor Total 1530.0 (sqft) 0 Btuh Zone Envelope Subtotal: 22081 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.25 12240 1.00 50.7 1115 Btuh Internal Occupants Btuh /occupant Appliance Load gain 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 27516 Btuh Duct load Extremely sealed, Supply(R6.0- Attic), Retum(R6.0 -Attic) (DGM of 0.076) 2101 Btuh Sensible Zone Load 29617 Btuh EnergyGauge® / USRFZB v3.0 Page 1 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP AC Replacement -169 Miami Shores, FL - 12/17/2012 EnergyGauge® / USRFZB v3.0 Page 2 s 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP AC Replacement - 169 Miami Shores, FL - • 12/17/2012 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 (4.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 27516 Btuh 2101 Btuh 29617 Btuh 0 Btuh 0 Btuh 29617 Btuh 1998 Btuh 0 Btuh 444 Btuh 800 Btuh 0 Btuh 3242 Btuh 32859 Btuh 1. Central Unit 36000 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 t FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: AC Replacement -169 Builder Name: Street: 169 NW 97 Street Permit Office: City, State, Zip: Miami Shores , FL , - Permit Number: Owner: Jurisdiction: 231000 Design Location: FL, Miami 06 i 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 9 y p y 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1530 Conditioned floor area below grade (ft2) 0 AID 7. Windows(311.5 sqft.) Description C( ea` a. U- Factor: Sgi, U =1.30 3171.49 ft2 SHGC: SHGC =0.50 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: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (1530.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1530.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. 10. 11. 12. 13. 14. 15. Wall Types (1581.3 sqft.) a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A Ceiling Types (1530.0 sqft.) der Attic (Vented) '1k , ' t Attic, Ret: Attic, AH: Main Cooling systems a. Central Unit Heating systems a. Electric Heat Pump ,; Hot water systems a. Electric b. Conservation features None j Credits ('--- -' Insulation Area R =5.0 1581.30 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R =30.0 1530.00 ft 2 R= R= ft2 ft ft2 , 6 350 4; tl =- kBtu /hr Efficiency 36.0 SEERTLOO kBtu/hr Efficiency 20.0 HSPF:7.70 a Cap: 30 gallons EF: 0.920 Pstat Total Proposed : 38,39\ Glass /Floor Area: 0.204 Modified Loads :_� Total Standard Reference Loads: 9 94 .\ , PASS r certify that the plans and specifications covered by I hereby fY P p Y this calculation are in compliance with the Florida Energy Code. d PREPARED BY (A ' �' Review of specifications calculation with the Before construction this building compliance Florida Statutes. ° BUILDING DATE: plans i the and t e covered by this indicates compliance Florida Energy Code.* is completed will be inspected for with Section 553.908 OFFICIAL. , • ° �� di k VV, ��0 trc 04 ;a ." °' i- ° g ,, 0U. CI �y Y DATE' g 8 T 0 e.� IC-2--- jR��RP I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT• DATE • 9�.2. • • ti .. • ... .. • r - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires an gig jligtriputiorl,gystpm testreport, by a Florida Class 1 Rater, confirming system leakage to outdoors tested,9t 2;j pascp(s **Lire cOffeforroe in accordance with 403.2.2.1. is not greater than (46 cfm:Ductit1) • • • • • •• • • • • .. • • • • • • • • 11/6/2012 2:22 PM ... • • • • ... • • • • • • • • • • • • • • • • • • • • • rheilgltGaYgeCitLS4l'Ia'es2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: AC Replacement -169 Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1530 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 169 NW 97 Street Permit Office: Cross Ventilation: No County: Dade Jurisdiction: 231000 Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single- family FL , - New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1530 12240 Yes 4 ` 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 190 ft 0 1530 ft2 ____ 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile /slate 1577 ft2 0 ft2 Medium 0.92 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cei Vented 300 1530 ft2 N N CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Veyy ted) • • • • • • Ala; • • • 30 1530 ft2 0.11 Wood • • • - - 4•• • 11/6/2012 2:22 PM •• ••• •• • • • •• ••• ••• •• • ••• It • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • • • I ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ... tnergyGaugeCs uubA- FIaF es2010 Section 405.4.1 Compliant Software Page 2 of 5 11/6/2012 2:22 PM •• ••• • • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• •• • ••• • • • • • • • • • • • •• • • • • • • •• • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • EAertyGadgeeUSA! Nartes20•10 Section 405.4.1 Compliant Software Page 3 of 5 WALLS / V # Omt Adjacent To Wall Type Space Cavity Width R -value Ft to Height Ft in Area Sheathing Framing Solar R -Value Fraction Absor Below Grade% 1 N 2 E 3 S 4 W Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Main Main Main Main 5 48 10 5 50 0 5 48 10 5 50 0 8 390.6666 8 400 ft2 8 390.6666 8 400 ft2 0 0 0 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0 0 0 DOORS V # Omt Door Type Space Storms U -Value FtWidth In Height F In Area 1 E S W Wood Wood Wood Main Main Main None None None 0.75 2 0.75 2 0.75 2 6 6 6 6 8 16.66666 6 8 20 ft2 6 8 16.66666 2 3 WINDOWS Orientation shown is the entered, Proposed orientation. / V # Wall Omt ID Frame Panes NFRC U- Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 N 1 Metal N 1 Metal N 1 Metal E 2 Metal E 2 Metal E 2 Metal S 3 Metal S 3 Metal S 3 Metal S 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) Single (Clear) Single (Clear) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.3 0.5 1.3 0.5 1.3 0.5 - 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 38.19444 2 ft 0 in 9.763889 2 ft 0 in 12.84722 2 ft 0 in 38.19444 2 ft 0 in 25.69444 2 ft 0 in 25.69444 2 ft 0 in 12.84722 2 ft 0 in 12.93055 2 ft 0 in 25.69444 2 ft 0 in 47.36111 2 ft 0 in 47.36111 2 ft 0 in 9.763889 2 ft 0 in 5.138888 2 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in None None None None None None None None None None None None • None None None None None None None None None None None None None None 2 3 4 5 6 7 8 9 10 11 12 13 GARAGE ✓ # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 320.775 ft2 320.775 ft2 294.8 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 1203.9 66.096 124.30 0.2070 5.9017 11/6/2012 2:22 PM •• ••• • • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• •• • ••• • • • • • • • • • • • •• • • • • • • •• • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • EAertyGadgeeUSA! Nartes20•10 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 7.7 20 kBtu /hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 17 36 kBtu /hr 1080 cfm 0.85 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 30 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply -- - — Return — Air Percent HVAC # V # Location R -Value Area Location Area Leakage Type. Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 350 ft2 Attic 80 ft2 Prop. Leak Free Main 45.9 cfm 4.25 % 0.03 0.60 1 1 TEMPERATURES . Programable Venting Thermostat: Y 'X Jan EXX� Feb [X� Mar Cei X� Apr ing Fans: )C May RI Jun �XXX� Jul XX� Aug �XXC� Sep LXX� Occtt l�C� Nov X� Dec Thermostat Schedule: H[ExRS 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 11/6/2012 2:22 PM •• ••• • • • • • •• • • • • • • • • • • •• ••• •• • • • •• ••• ••• •• • • • • • • • • •• • • • • • • •• • • • • • • • • ••• • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • EAerryGad'ge®•USA! tlaries20•10 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: 169 NW 97 Street 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. 74 Cooling/heating equipment 403.6 �•• •• ••• ••.S�iz n %cak ulatikn petformed & attached. Minimum efficiencies per •+al�lee 404.2;4. :Eggipment efficiency verification required. Special „ctccMoti bo:int Qr :Pleating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. vi 1./. Ceilings/knee walls 405.2.1 - • : • •• .R;i'a slbate•perinitt:ni. • • • • •• • • 11/6/2012 2:22 PM • • • • • • • • • • • • ••• • • • • ••••• • • • • • Y ••® • VrTerdyGautjetIUSVPIalles2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 169 NW 97 Street, Miami Shores, FL, - 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1530 7. Windows** Description Area a. U- Factor: Sgl, U =1.30 311.49 ft2 SHGC: SHGC =0.50 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: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1530.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation a. Concrete Block - Int Insul, Exterior R =5.0 b. N/A R= c. N/A R= d. N/A R= 10. Ceiling Types Insulation a. Under Attic (Vented) R =30.0 b. N/A R= c. N/A R= 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Area 1581.30 ft2 ft2 ft2 ft2 Area 1530.00 ft2 ft2 ft2 R ft2 6 350 kBtu /hr Efficiency 36.0 SEER:17.00 kBtu /hr Efficiency 20.0 HSPF:7.70 Cap: 30 gallons EF: 0.92 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentiMs 1'PItott optain ,a f Igriga € nergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnerpyGaut8 Lvdb $it$4 dellergygauge.com for information and a list of certified Raters. For information about the Flerida•uiTdiiwg•G8d &, tne40y Conservation, contact the Florida Building Commission's support staff. ••• ••• •• • ••• • * *Label required by Sectioi 303. •3 o! tt a Flol�dapLilding Code, Energy Conservation, if not DEFAULT. • • • •• • • • • • •• • • • • • • EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• Residential System Sizing Calculation Summary Project Title: AC Replacement - 169 169 NW 97 Street Miami Shores, FL - 11/6/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature(MJ8 99 Winter setpoint Winter temperature difference %) 52 70 18 F F F Summer design temperature(MJ8 99 %) 92 Summer setpoint 75 Summer temperature difference 17 F F F Total heating load calculation 19151 Btuh Total cooling load calculation 31541 Btuh Submitted heating capacity Total (Electric Heat Pump) Heat Pump + Auxiliary(0.0kW) % of calc 104.4 104.4 Btuh 20000 20000 Submitted cooling capacity % of calc Sensible (SHR = 0.85) 108.1 Latent 166.6 Total (Electric Heat Pump) 114.1 Btuh 30600 5400 36000 WINTER CALCULATIONS Winter Heating Load for 1530 soft Load component Load Load Window total 311 sqft Window total 311 sqft 7289 Btuh Wall total 1217 sqft 2881 Btuh Door total 53 sqft 720 Btuh Ceiling total 1530 sqft 877 Btuh Floor total 1530 sqft 4036 Btuh Infiltration 68 cfm 1337 Btuh Duct loss Sens. Ventilation 0 cfm 2011 Btuh Subtotal 0 19151 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) '. •; • • : : 19151 Btuh Summer Cooling Load for 1530 soft SUMMER CALCULATIONS Load component Load Window total 311 sqft 15096 Btuh Wall total 1217 sqft 2721 Btuh Door total 53 sqft 1280 Btuh Ceiling total 1530 sqft 1511 Btuh Floor total 0 Btuh Infiltration 51 cfm 947 Btuh Internal gain 4320 Btuh Duct gain 2424 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 28299 Btuh Latent gain(ducts) ••• • • • • • ... . :444. Btuh Latent gain(infiltration) '. •; • • : : :: :9998 Btuh Latent gain(ventilation).. • ... .. •• • • .Q • Btuh Latent gain(internal /occupants /other) 800 Btuh Total latent gain ... • . . 3242 Btuh . • • TOTAL HEAT GAIN •' • !_ • • 31U1 .•.Btuh • •�• 8th Edition • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • S. •• • • ••• • • • • • • •• • • • • ••• • • • • • • • • Latent ,,t rfai 3% Waiis(9 Ge €ngs.t5% EnergyGauge® System Sizing PREPARED BY: DATE:, • LrtrgyGauge® / USRFZB v3.0 169 NW 97 Street Miami Shores, FL - Residential Window Diversity MidSummer Project Title: AC Replacement - 169 11/6/2012 Summer design temperature Cooling setpoint Summer temperature difference Latitude 92 F 75 F 17 F 25.82 North Average window load for July Peak window load for July Excusion limit(130% of Ave.) Window excursion (July) 12785 Btu 15445 Btu 16621 Btu None WINDOW Average and Peak Loads WlndowLoad (Btuh) 17600.0. — Limit for excursion 16000.06 1 5000.06 - 1 4000.00 - 13000.00 12000.00 - 1100000 - 16000.00 9000.00 - 7000.00 - 6000.00 - 5000.00.- 4000.00 - 3000.00 - 2000.00 - 1000.00 - 0.00 12 Hour Average 8 a.m. 10 a.rn. 12 2 p.m. 4 p.m. 6 p.m. 8 p m. Total July Window Load(Radiation and conduction) •• ••• • • • • • •• • • • • • • • • . • The midsummer iaaow k adfg7 triiehc¢ist OA not exceed the window load excursion limit. This house has adequate midsummer window diversity. ••• • •' • • • ••• • • • • •• • •• •• • • • • • • ••• • • • • • • • • • • • - • • • • • •• • • . ehergy€auge® System Sizing for Florida residences only PREPARED BY: (-k • •••• .•• -'' • �( -S6r • • • •.. • • • • • • • • • • • •iargyGauge® / USRFZB v3.0 •• •• • • • •• ••• • • • ••• • • • • • • System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: AC Replacement -169 Building Type: User 169 NW 97 Street Miami Shores, FL - Reference City: Miami, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99 %) 11/6/2012 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 1, NFRC 0.50 Metal 1.30 N 38.2 23.4 1, NFRC 0.50 Metal 1.30 N 9.8 23.4 1, NFRC 0.50 Metal 1.30 N 12.8 23.4 1, NFRC 0.50 Metal 1.30 E 38.2 23.4 1, NFRC 0.50 Metal 1.30 E 25.7 23.4 1, NFRC 0.50 Metal 1.30 E 25.7 23.4 1, NFRC 0.50 Metal 1.30 S 12.8 23.4 1, NFRC 0.50 Metal 1.30 S 12.9 23.4 1, NFRC 0.50 Metal 1.30 S 25.7 23.4 1, NFRC 0.50 Metal 1.30 S 47.4 23.4 1, NFRC 0.50 Metal 1.30 W 47.4 23.4 1, NFRC 0.50 Metal 1.30 W 9:8 23.4 1, NFRC 0.50 Metal 1.30 W 5.1 23.4 Window Total 311.5(sqft) 894 Btuh 228 Btuh 301 Btuh 894 Btuh 601 Btuh 601 Btuh 301 Btuh 303 Btuh 601 Btuh 1108 Btuh 1108 Btuh 228 Btuh 120 Btuh 7289 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc Blk,Hollow - Ext (0.132) 5.0/0.0 330 2.37 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 294 2.37 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 272 2.37 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 321 2.37 Wall Total 1217(sqft) Load 781 Btuh 696 Btuh 644 Btuh 760 Btuh 2881 Btuh Doors 1 2 3 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.750) 17 13.5 Wood - Exterior, n (0.750) 20 13.5 Wood - Exterior, n (0.750) 17 13.5 Door Total 53(sqft) Load 225 Btuh 270 Btuh 225 Btuh 720Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic /UTile (0.032) 30.0/0.0 1530 0.6 Ceiling Total 1530(sqft) Load 877 Btuh 877Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 190.0 ft(perim.) 21.2 Floor Total 1530 sqft Load 4036 Btuh 4036 Btuh •• ••• Envelope Subtotal: • • • '• '• • . • • 15802 Btuh Infiltration Type.' • r ' • • Vt/hol2h use ACH Volume(cuft) Wall Ratio CFM= Natural 0.33 12240 1.00 67.6 ••• ••• •• • ••• • 1337 Btuh Duct load • • • • • • • • • •• - - • • • EIt‘dmeif sede411, RQU, Suiplyhtt), Return(Att) (DLM of 0.117) 2011 Btuh .•• • • • • ••• • • • • • • • • • • • • • ••• • • . • •. • • • • • • • • Ep {rgyGauge® / USRFZB v3.0 ••• • • • ••• • • Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: AC Replacement -169 Building Type: User 169 NW 97 Street Miami Shores, FL - 11/6/2012 All Zones Sensible Subtotal All Zones 19151 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 19151 Btuh 0 Btuh 19151 Btuh 1. Electric Heat Pump 20000 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 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •. • • • • . Eg rgyGauge® / USRFZB v3.0 Page 2 ••• • • • ••• • • I .I ,u ICU! Residential Load - Whole House Component Details Project Title: AC Replacement - 169 169 NW 97 Street Miami Shores, FL - Reference City: Miami, FL r 11/6/2012 Temperature Difference: 17.0F(MJ8 99 %) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 38.2 0.0 38.2 33 33 1258 Btuh 2 1 NFRC 0.50, 1.30 No No N 2.0ft 1.Oft 9.8 0.0 9.8 33 33 322 Btuh 3 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 12.8 0.0 12.8 33 33 423 Btuh 4 1 NFRC 0.50, 1.30 No No E 2.Oft 1.0ft 38.2 6.0 32.1 33 71 2477 Btuh 5 1 NFRC 0.50, 1.30 No No E 2.Oft 1.0ft 25.7 4.1 21.6 33 71 1666 Btuh 6 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 33 71 1666 Btuh 7 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.8 12.8 0.0 33 34 423 Btuh 8 1 NFRC 0.50, 1.30 No No S 2.Oft 1.0ft 12.9 12.9 0.0 33 34 426 Btuh 9 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 25.7 25.7 0.0 33 34 846 Btuh 10 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 47.4 47.4 • 0.0 33 34 1560 Btuh 11 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 47.4 6.0 41.3 33 71 3126 Btuh 12 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 9.8 2.0 7.7 33 71 615 Btuh 13 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 5.1 2.0 , 3.1 33 71 287 Btuh Window Total 311 (sqft) 15096 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 329.9 2.2 738 Btuh 2 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 293.8 2.2 657 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 271.8 2.2 608 Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 321.1 2.2 718 Btuh Wall Total 1217 (sqft) 2721 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 16.7 24.0 . 400 Btuh 2 Wood - Exterior 20.0 24.0 480 Btuh 3 Wood - Exterior 16.7 24.0 400 Btuh Door Total 53 (sqft) 1280 Btuh Ceilings Type/Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 1530.0 0.99 1511 Btuh Ceiling Total 1530 (sqft) 1511 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1530 (ft- perimeter) 0.0 0 Btuh Floor Total 1530.0 (sqft) 0 Btuh Envelope Subtotal: 20607 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load •• •�� Natural • 9.25 12240 1 50.7 947 Btuh Internal •, • •, ••� � Occupants Btuh /occupant Appliance Load gain • ' • ••• • • • • • • • 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 25875 Btuh • • • • • • •• S. •• • • 0 •• • • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • . • •.. • • • • • • EsCrgyGauge®/ USRFZB v3.0 ••• • • • ••• • • Page 1 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_ MIAMI_INTL AP AC Replacement - 169 Miami Shores, FL - 11/6/2012 • • • • • •• • • • • ••• • • •• ••• •• • • • •• •• ••• • • • • • •• •.• ••• •• • ••• • • • • • • • • • • • •• • • • • • • • • • • 0.0 •• • • • • • Sr • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •. . . • * • EgirgyGauge®/ USRFZB v3.0 000 • • • 000 • • Page 2 Duct load Extremely sealed, Supply(R6.0- Attic), Return(R6.0 -Attic) (DGM of 0.094) 2424 Btuh Sensible Load All Zones 28299 Btuh • • • • • •• • • • • ••• • • •• ••• •• • • • •• •• ••• • • • • • •• •.• ••• •• • ••• • • • • • • • • • • • •• • • • • • • • • • • 0.0 •• • • • • • Sr • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •. . . • * • EgirgyGauge®/ USRFZB v3.0 000 • • • 000 • • Page 2 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP AC Replacement -169 Miami Shores, FL - 11/6/2012 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 (4.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 25875 Btuh 2424 Btuh 28299 Btuh 0 Btuh 0 Btuh 28299 Btuh 1998 Btuh 0 Btuh 444 Btuh 800 Btuh 0 Btuh 3242 Btuh 31541 Btuh 1. Central Unit # 36000 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) •• ••• • • • • • •. • • • • • • • • • •• •.• •• • • • •• ••• • • • • ••• • • • • • S. • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • •. • • • • ••• • • • • • • • • • 6nergyGauge® / USRFZB v3.0 • • •• •• Version 8 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: AC Replacement -169 Building Type: User 169 NW 97 Street Miami Shores, FL Reference City: Miami, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99 %) 11/6/2012 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 1, NFRC 0.50 Metal 1.30 N 38.2 23.4 1, NFRC 0.50 Metal 1.30 N 9.8 23.4 1, NFRC 0.50 Metal 1.30 N 12.8 23.4 1, NFRC 0.50 Metal 1.30 E 38.2 23.4 1, NFRC 0.50 Metal 1.30 E 25.7 23.4 1, NFRC 0.50 Metal 1.30 E 25.7 23.4 1, NFRC 0.50 Metal 1.30 S 12.8 23.4 1, NFRC 0.50 Metal 1.30 S 12.9 23.4 1, NFRC 0.50 Metal 1.30 S 25.7 23.4 1, NFRC 0.50 Metal 1.30 S 47.4 23.4 1, NFRC 0.50 Metal 1.30 W 47.4 23.4 1, NFRC 0.50 Metal 1.30 W 9'.8 23.4 1, NFRC 0.50 Metal 1.30 W 5.1 23.4 Window Total 311.5(sqft) 894 Btuh 228 Btuh 301 Btuh 894 Btuh 601 Btuh 601 Btuh 301 Btuh 303 Btuh 601 Btuh 1108 Btuh 1108 Btuh 228 Btuh 120 Btuh 7289 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc Blk,Hollow - Ext (0.132) 5.0/0.0 330 2.37 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 294 2.37 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 272 2.37 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 321 2.37 Wall Total 1217(sqft) Load 781 Btuh 696 Btuh 644 Btuh 760 Btuh 2881 Btuh Doors 1 2 3 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.750) 17 13.5 Wood - Exterior, n (0.750) 20 13.5 Wood - Exterior, n (0.750) 17 13.5 Door Total 53(sqft) Load 225 Btuh 270 Btuh 225 Btuh 720Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic /L/Tile (0.032) 30.0/0.0 1530 0.6 Ceiling Total 1530(sqft) Load 877 Btuh 877Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 190.0 ft(perim.) 21.2 Floor Total 1530 sqft Load 4036 Btuh 4036 Btuh • • • • •• • • • • Room Envelope Subtotal: • • • • • • • 15802 Btuh Infiltration Type ' • • • • • Whelehoeee ACH Room Volume Wall Ratio CFM= Natural 0.33 12240 1.00 67.6 ••• ••• •• • ••• • 1337 Btuh Duct load • • • • • • • • •• • • • • • extremelnealeQ ,App`yl'R6.0- Aitic), Reiurn(R6.0 -Attic) (DLM of 0.117) 2011 Btuh •..• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • : • • E u ergyGauge® / USRFZB v3.0 • Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: AC Replacement -169 Building Type: User 169 NW 97 Street Miami Shores, FL - 11/6/2012 Room #1 Sensible Room Subtotal 19151 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 19151 Btuh 0 Btuh 19151 Btuh 1. Electric Heat Pump # 20000 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) .• ••• • • • • • •• • • • • • • •. ••• •• • ••• ••• •• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • •. • • • • •• • • • • • • • • • • • • •• ••• • • • • ••• • • • •• • • • • • • • • • • • • •• •• • • •• • •• • 5 • � • ergyGauge® I USRFZB v3.0 • • ••• • • • ••• • • Version 8 Page 2 yste 1 1 ns m r Residential Load ® Room by Room Component Details Project Title: AC Replacement -169 169 NW 97 Street Miami Shores, FL - Reference City: Miami, FL 11/6/2012 Temperature Difference: 17.0F(MJ8 99 %) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 38.2 0.0 38.2 33 33 1258 Btuh 2 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 9.8 0.0 9.8 33 33 322 Btuh 3 1 NFRC 0.50, 1.30 No No N 2.0ft 1.0ft 12.8 0.0 12.8 33 33 423 Btuh 4 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 38.2 6.0 32.1 33 71 2477 Btuh 5 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 33 71 1666 Btuh 6 1 NFRC 0.50, 1.30 No No E 2.0ft 1.0ft 25.7 4.1 21.6 33 71 1666 Btuh 7 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.8 12.8 0.0 33 34 423 Btuh 8 1 NFRC 0.50, 1.30 No No S 2.0ft 1.0ft 12.9 12.9 0.0 33 34 426 Btuh 9 1 NFRC 0.50, 1.30 No No S 2.Oft 1.0ft 25.7 25.7 0.0 33 34 846 Btuh 10 1 NFRC 0.50, 1.30 No No S 2.0ft 1.Oft 47.4 47.4 • 0.0 33 34 1560 Btuh 11 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 47.4 6.0 41.3 33 71 3126 Btuh 12 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 9.8 2.0 7.7 33 71 615 Btuh 13 1 NFRC 0.50, 1.30 No No W 2.0ft 1.0ft 5.1 2.0 • 3.1 33 71 287 Btuh Window Total 311 (sqft) 15096 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 329.9 2.2 738 Btuh 2 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 293.8 2.2 657 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 271.8 2.2 608 Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 321.1 2.2 718 Btuh Wall Total 1217 (sqft) .2721 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 16.7 24.0 400 Btuh 2 Wood - Exterior 20.0 24.0 480 Btuh 3 Wood - Exterior 16.7 24.0 400 Btuh Door Total 53 (sqft) 1280 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 1530.0 0.99 1511 Btuh Ceiling Total 1530 (sqft) 1511 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1530 (ft- perimeter) 0.0 0 Btuh Floor Total 1530.0 (sqft) 0 Btuh Zone Envelope Subtotal: 20607 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural • • ••• • • • 0.25 12240 1.00 50.7 947 Btuh Internal • •-• • • Oocupants Btuh /occupant Appliance Load gain • :•• 4 X 230 + 3400 4320 Btuh •• •. •• •• • • Sensible Envelope Load: 25875 Btuh Duct load Extrerngly selled, Supplly(Rh•.QAtticcPtuyl'I(ft6.0 -Attic) (DGM of 0.094) 2424 Btuh • • • • • • • • • •• • • • • • • • • • • • Sensible Zone Load 28299 Btuh ••• • • • • ••• • • • • • • • • • . • • • • • • • • • • • • ••••• • • • • • • • ••••b�nergyGauge® /USRFZBv3.0 ••• • • • •.• • • • Page 1 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP AC Replacement - 169 Miami Shores, FL - 11/6/2012 •• • ••• • • • • • •• • • • • • • •• I.. •• • • • • • • ••• • • • • • •• •• • • • • • • •• • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • •• • • • • S.. • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 6�nergyGauge® / USRFZB v3.0 • •• •• • • • •• •• ••• • • • 000 • • Page 2 169 NW 97 Street Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP AC Replacement -169 Miami Shores, FL - 11/6/2012 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 (4.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 25875 Btuh 2424 Btuh 28299 Btuh 0 Btuh 0 Btuh 28299 Btuh 1998 Btuh 0 Btuh 444 Btuh 800 Btuh 0 Btuh 3242 Btuh 34541 Btuh 1. Central Unit 36000 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) ••• ••• • • • • •• • • • • •• •• ••• •• • ••• ••• •• • • • • • • • • •• • • • • ••• •• • • • • • • • • • • •• ••• • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••••• • • • • • ••••nnergyGauge® /USRFZBv3.0 • ••• • • • ••• • • Version 8 Page 3