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WS-17-1763
1,\IS (03 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Parcel Number Permit NO. WS -7-17-1763 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 7/14/2017 Expiration: 01/10/2018 Applicant 64 NW 111 Street Miami Shores, FL 33168- 1121360030380 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone CeII BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) DADE CONSTRUCTION CORP PP3 CONSTRUCTION CORP Phone CeII Phone (786)564-7623 (305)389-0065 (305)757-5129 Valuation: Total Sq Feet: $ 3,000.00 0 Type of Work: REPLACE REAR BEDROOM EXTERIOR DOUBL No of Openings: 1 Additional Info: REPLACE REAR BEDROOM EXTERIOR DOUBL Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $110.00 $9.00 $2.40 $127.80 Pay Date Pay Type Invoice # WS -7-17-64536 07/14/2017 Credit Card 07/10/2017 Credit Card Amt Paid Amt Due $ 77.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is a curate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-na ue j ractor to do the work stated. Authorized Signature: Owner / Applicant Building Department Copy / ont or / Agent July 14, 2017 Date July 14, 2017 1 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 LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. • BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 64 NW 111th Street City: R EFS JUL 101ui/ cd FBC20t'--k NS1 -IR(o3 ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: _ FFE: OWNER: Name (Fee Simple Titleholder): Barry University, Inc. Address: 11300 NE 2nd Avenue Phone#: 305-899-3790 City: Miami Shores Tenant/Lessee Name: Email: State: Florida Zip: 33161 Phone#: CONTRACTOR: Company Name: PP3 Construction, Corp. Address: 750 NE 96th Street Phone#: 305-389-0065 City: Miami Shores Qualifier Name: Gabriel Rodriguez State: Florida Zip: 33138 Phone#: 305-389-0065 State Certification or Registration #: CGC1516509 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3,000.00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: NA ❑ New ❑U Repair/Replace ❑ Demolition Description of Work: Replace Rear Bedroom / Exterior Double Door Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ' go Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. 1 • /IP / Signatur- Signature � OWNER or AG: NT The foregoing instrume'n't was acknowledged before me this Mrd day KAPPA ut , 20 17 , by dal" i APPA J ,2.11p.is_.oersonally knownsci me or who has produced as identification and who did take an oath. NOTARY PUB IC: Sign: Print: S i / Pik_ Notary Public State of Florida Jeffry J Yao OFAT My Commission FF 168481 p Expires 11/12/2018 APPROVED BY (Revised02/24/2014) # NTRA The foregoing instrument was acknowledged before me this 364\- day of JUM , 20 1-7 , by (41 i l/ Opalalbt , who is personally known to Amp me or who has produced as identification and who did take an oath. NOTARY PUBt1C: Sign: Print: Seal: ##ii###########i###iiiii yAD Notary Public State of Florida 4 . Jeffry J Yao My Commission FF 168481 a Expires 11/12/2018 ######•#*###### Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 BICE OF THE PROPERTV APPRAJSER Summary Report Property Information Folio: 11-2136-003-0380 Property Address: 64 NW 111 ST Miami Shores, FL 33168-4322 Owner BARRY UNIVERSITY INC Mailing Address 11300 NE 2 AVE MIAMII SHORES, FL 33161-6628 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,924 Sq.Ft Living Area 1,584 Sq.Ft Adjusted Area 1,811 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1940 Assessment Information Year 2017 20161 2015 Land Value $196,886 $164,440 $164,440 Building Value $126,045 $126,045 $126,045 XF Value $2,525 $2,556 $2,168 Market Value $325,456 $293,041 $292,653 Assessed Value $248,876 $226,251 $205,683 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $76,580 $66,790 $86,970 Educational Exemption $248,876 $226,251 $205,683 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 6 BLK 220 LOT SIZE 75.000 X 122 OR 13396-0255 0887 1 Generated On : 7/10/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $248,876 $226,251 $205,683 Taxable Value $0 $0 $0 School Board Exemption Value $325,456 $293,041 $292,653 Taxable Value $0 $0 $0 City Exemption Value $248,876 $226,251 $205,683 Taxable Value , $0 $0 $0 Regional Exemption Value $248,876 $226,251 $205,683 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page 1 Qualification Description 08/01/1987 $80,000 13396-0255 Sales which are qualified 10/01/1979 $52,000 10540-2317 Sales which are qualified 11/01/1973 $50,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/10/2017 COUSINS SURVEYORS & ASSOCIATES, INC. 3921 SW 47TH AVENUE, SUITE 1011 DAVIE, FLORIDA 33314 CERTIFICATE OF AUTHORIZATION : LB # 6448 PHONE (954) 689-7766 FAX (954) 689-7799 (PROJECT NUMBER : 7052-13 CLIENT : BARRY UNIVERSITY SKETCH OF SURVEY LAND DESCRIPTION : LOT 6, BLOCK 220 OF "MIAMI SHORES EXTENSION". ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 40 OF THE PUBLIC RECORDS OF MIAMI/DADE COUNTY, FLORIDA. LEGEND: CKD CHECKED BY CONC CONCRETE DWN DRAWN 8Y FB/PC FIE1D BOOK AND PAGE SIR SET 5/8" IRON ROD & CAP #6448 SNC SET NAIL AND CAP 16448 FIR FOUND IRON R00 FIP FOUND IRON PIPE FNC FOUND NAIL AND CAP ND FOUND NAIL & DISC P.8. PLAT BOOK M/D.C.R. MIAMI/DADE COUNTY RECORDS - X- CHAIN LINK/ WOOD FENCE - E- OVERHEAD UTILITY LINE WPP WOOD POWER POLE 424 ELEVATION NOTES : 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -0F -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. THIS SURVEY WAS DONE SOLELY FOR BOUNDARY PURPOSES AND DOES NOT DEPICT THE JURISDICTION OF ANY MUNICIPAL, STATE, FEDERAL OR OTHER ENTITIES. 4. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CUENT. 5. UNDERGROUND IMPROVEMENTS NOT SHOWN. 6. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7. BENCHMARK DESCRIPTION: MIAMI/DAOE COUNTY BENCHMARK # N-566 ELEVATION= 10.78' 1 HEREBY CERTIFY THAT THE "SKETCH OF SURVEY" OF THE HEREON DESCRIBED PROPERTY 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE 411Q, BEk�IIEF AS SURVEYED IN THE FIELD UNDER MY DIRECTION IN JULY, 2 13.1 FIIRIN C[RT1SI THN THIS•SU�AS 'EY METHE MINIMUM TECHNICAL eTANDARDS R UR' YIN6 ROTH. ST&TE IF FLORIDA ACCORDING TillCHAPT6J9•5J-11 CF 111E RORUA IDMIIIISTRATIVE CODE.' PURSUANT TO T CTIOIi 2.�17,4FL0 IDA• STETINS. THERE ARE' NO ABOVE GROUND EMCIOACH yEFy OTNF[fRt•THAR TI0SE• SHOWN HEEEON,'SUBJECT TO THE OUAUFICATIONS OTE8 REO11 • • • • FOR THE FIRM . :_1""'7"'"\ • • RICHARD E. COUSI ,Y. • •• PRO:ESSIONAL SUR�UEY 17: MAPPER'.. SURVi11 DATE :=I=/O4,13• • FLORIDA RIIGISTR&T1 N10188 V; ••• • ••• •• •__ • • , REVISIONS DATE FB/PG OWN CKD' BOUNDARY & IMPROVEMENTS SURVEY 07/04/13 SKETCH AM REC ••• • • • • • • JD 1. • • • • • . • •.• • • A. '• •.• •4 • •• + • • _ 'FLOOD ZONE INFORMATION COMMUNITY NUMBER 120652 An, NUMBER • 0139 L ZINE • • X BOE FI.0 O EEEVAI)N 6/4 EI•ECTIV9A ONTE • • 09/11/09 • oPROPERTY ADORESS : 64 NW 111TH STREET (SCALE: 1" = 20' ( SHEET 1 OF 2 te) 9 R rr PROJECT NUMBER : 7052-13 W U BARRY UNIVERSITY SKETCH OF SURVEY ERMIT#: w ..z.o .4 r\ JECTTO CCMPLIPNCE WITH ALL FEDERAL rE AND CCUNIY BUDS AND REGULATIONS Shcres Villar BY -4 2 'ROVED IING DEPT G DEPT CL a_ < 0 N CO Q (1) co ti ti z .171 1 °✓to 9V- W w W 121.64' mo 26.1' 40 0' 40.0' �...... . 28.7'.... xC ' 1 CHAIN LINK FENCE o • U • 7• • •• •••I •L,•O 8 • h 1111111. ASPHALT WAU( \\ RepIt .VA:ng ouI does with ew•1atrFJ# 145.• . • • • 29.5' • • •• • 0 I 0. 121.64' CHAIN LINK FENCE gu 4 8 t. • • • • ••• ••• • • • • ••• ••• ••• • • ,z 10 z 4 � N 8 SCALE: 1" = 20' •4 I. ulY • • • • • • •• i 0 • • • •4 • • • • 0 9 r• • 1 • CL 1- 0 • • • • 1• • • • O N 5 NOTICE Or -PRODUCT CERTIFICATION Company: JELD-WEN Doors 3737 Lakeport Drive Klamath Falls, OR 97601 4 Certification No.: Certification Date: Expiration Date: Revision Date: N1011062.01 -R1 04/17/2012 04/30/2020 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 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 alt certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at w w w .?` ::t micertification.cotn. NAM1's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque `laximunt Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments XX Double i/S Opaque 6'r x 6'10" +60/60 psf Yes NCTL: ? I0-3801-2:1:1. i 80 Sfax Panel Size 3'0" x WS - Installation Derails: JW -32')12F1. Qualities Con figurations:.XX XX Double O/S Opaque 612" x 6'9" +60/60 psf Yes NCTL-210-3801-2/FL 1302 Max Panel Size: 3"0" x n'8" Installation Detail, JW-3201-2Fi. Qualities Configurations: XX OXXO Double w/Sidelites I/S Door -Opaque Sidelite-Glazed 12'5" x 6'10" +60/60 psf Door -Yes Sidelite-No Ncrl_-110-11987-1/FL 1802 Max Panel Size:: -0— x 6'8""/Day light Opening: i'9 " x 5'3" Glazing: 10- IJ8" iempered Installation Details: 3V' -32012F1. Qualities Configurations. XXIX XOIOXX/OXX0 OXXO Double w/Sidelites O/S Door -Opaque Sideline -Glazed 12'5" x 6'9" +60/60 psf Door -Yes Sidelite-No NCTL-110- 1 1987-iiFi.. 1802 Max Panel Size: 3"0" .x 6"8"/Daylight Opening: 1 '9" x 5 3" Glazing: 10- IirTempered Installation Details: JW -32( i2FL. Qualities Configurations: XXIXXO/OXXi0XXO OXXO Double w/Sidelites 1/S Door -Opaque Sideiire-Glazed 12'5" x 6'10" • • • • • +60/60 psf • • • • • • • •• •• •• • •• _ Door -Yes Sidelite-Yes • • • •• • • • • • • • • NCTL-110-11987-1/FL 11:02 Max Panel Size: 3"0"' x Annealed Daylight Opening: 1 "9"' x nreri Glazim: KJ_ Laminate -lib" Glass/.090 " Solutia PVB lnterlayeri lir Annealed Glass/1/8"' Tempered Glass Installation Details: JW-32012FL Qualifies Configurations: XXKXUlUXX/OXXO OXXO Double w/Siclelites O/S Door -Opaque Sidelite-Glazed ((�� 12'5" x 6-9:'• • • • • • • 11•.•t (.�j ,p •.tlY/Vl+ s1 • • • • • • • • • • • • • • • • l ogr-Yes Sidelite-Yes • • • : ; NCTL-I l -1 1987-1!F1. 1S02 Max Panel Size/ 3'0" x ti 8"/Dayligitt Opining: 1'9" x 5'3' Glazing: 10- Laminate -LS Annealed Glass/.090" Solutia PVB Interlayer/I18" Annealed Glass/I/8" Tempered Glass Installation Details: JW-32013FL Qualifies Configurations XX/XX0/0XX/OX` O National Accreditation & Management Institute,113c./4723 GcoK-ge V►tash3niton Memorial Highway/Hay 23072 Tel: (804) 684-5124/Fax: (801;44-S122 NAMI AUTHORIZE' IIC. i I t.T RE: • • • • • . • • • •••• •••• • • • •• ••• ••• •• ••• • 4 JELD-WEN DOOR INSTALLATION DETAILS CONTOURS STEEL DOOR, WOOD EDGE 24 GA. OPAQUE DOOR & GLAZED SIDELITES UP TO 12'-0" X 6'-8" OUTSWING/INSWING GENERAL NOTES 1. THIS PRODUCT 1S DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (1.5.0.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND 714E CURRENT FLORIDA BUILDING CODES (FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94. TAS 202-94 AND TAS 203-94. PRODUCT ALSO MEETS 'HIGH VELOCITY HURRICANE ZONE" (HVHZ) REQUIREMENTS. 2. 1X AND 2X WOOD BUCKS EY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS. REFER 70 JELD-WEN DOCUMENT 8JIIIO6 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COM/PRODUCTSUPPORT/OOCUMENTSRNSTALLAT7ON-INSTRUCTIONS 5D. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT GLASS SIDELITES. 6. FOR DESIGN PRESSURE RATINGS. SEE TABLE 1. 371/2' MAX SHEET 1. FRAME TYP. 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/18' DEEP. EXAMPLE: 3/1&'--x{ 8. COREDESIGN: EXPADdED POLYSTYRENE WITH 1.070 1.25 (BS DENSITY. BY JELD-WEN INC. 9. FACE SHEETS: 24 GA (0.021' MIN) THICKNESS. GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD STRENGTH FY(AVE)-40300 PSI. IMPACT LITE NON -IMPACT LITE SEE SHT. 02 SEE SHT. #2 37 1/7 MAX, O.A. FRAME TYP. 149' MAX. FRAME 74' MAX FRAME— r�_ INACTIVE FIxED 12-0X8-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) OPAQUE FULL UTE 3-0 X 6-8 ELEVATION SINGLE (X) & (0) 6-0 X 6-8 ELEVATION DOUBLE )OX) SHEET !NOV SHEET * DESCRIPTION GENERAL NOTES, &D.M., ELEVATIONS & ANCHOR LOCATIONS 2 3 OUTSWING/INSWING BOX WILLING DETAILS OUTSWING VBCI'ICJL AND HOR20NTAL SEC110NS IN WOOD 4 OUTSWING VERT. AND HDRIZ SEC11ONs IN MASONRY/CONCRETE 5 INSWING VERTICAL AND HORIZONTAL SECTION$ IN W000 6 INSWING VERT. AND NORA. SECTIONS 15 MASONRY/CONCRETE 7 0(f1'WING AND INSWING ANCHORING DETAILS 6-0 X 6-8 ELEVATION D0UBL! (n0) • • • • • ••. ••• • TABLE 1 HVHZ APPROVED SYSTEMS: 0. X, 00, 30 or OX. OXO, 000, NIX o, XXO. OXXO. 000 W.., BOXED SIOELITES QUALIFIES: OPAQUE ACTIVE PANELS AND IMPACT/NON-AMPACT GLASS SIOELITES I� PANEL WIDTH+76' 64TAU. S SYSTEM MAX. AN SIZE ( XX)(xx0)(OXXOI OUTSWING POSITIVE + 60* NEGATIVE - 60* INSWING POSITIVE NEGATIVE - 50* (X) (0X0) + 65* - 65* 4 65* - 65* COMPONENT UST ITEM DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25' MAX THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REO. 3 ix WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) W000 AS REQ. 4 010 WOOD INSTALLATION SCREW W/ 1 112' MIN. EMBEDMENT STEEL AS REQ. 5 3/16' ITwTAPCON ANCHOR W/ 1 1(4' MIN. EMBEDMENT STEEL AS REQ. 6 #10 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 7 08 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 69 X 1' PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 9 1' OVERALL ALUMINUM FRAME IMPACT GLAZING 10 BY ODL ALUMINUM 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1' OVERALL PLASTIC FRAME NON -IMPACT GLAZING IG BY COL PVC 1 13 #8 X 1 1/2' PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT. PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RAT10 = OH LENGTH 1- 014 HEIGHT IS 3 1.0 112 112' MAX. FRAME—moi • 1.2 E. y 1 t • • • 91 X1s-8 ELEVATION • • • • -4PLt (ai(Qt • •••• • • • • . • • Qigit Ily signed !ay Hermes F. Norero, P.E. • • • Reason:il am *playing this document • Date: 20.1tt1.0915:24:33 -05'00' 74' MAX. FRAME Qd . �.a,.. c:i OVERHANG RAT10 INACTIVE `o111f t l i r/x/1j,'i ��. �e,S F. 0 -Z. OVERHANG LENGTH 6-0X6.8 ELEVATION DOUBLE (XX) 398 FID BEACR j Q.#T38 Deihl CAStt, 04 PE CE 4AFAUOt t'NO. 29578 s,[H 1/20/2012 Mt NONE ogcp G.WBBEOCE 00. x S.SAFFELL MIMIC JW032012FL ARCO 1 Of 7 ••• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 4 4 4 6-#8X2" PFH SCREW AT EACH MULLION TYP. BOX SIDELITE MULL ..115NkA2 MAX. 4 UNITS EXAMPLE OXXO, OXO. OX APPLY DAP ALEX PLUS SILICONE OR EQUIV. BETWEEN JAMBS BEFORE MULLING ACTIVE ODL IMPACT (ALLEN) FULL LITE 3-0 X 6-8 SHOWN 518" MIN. ODL REDISEAL GLASS BITE FOAM GASKET INTERIOR 118" TEMPERED GLASS ODL LIP -LITE NON -IMPACT 3-0X6-8 SHOWN SIDE 0 a a 1/8 -TEMPERED ' GLASS 1" MAX 0.509" AIR SPACE (2) 178" ANNEALED GLASS 1 314" } 1 3/4" } ODL REDISEAL FOAM GASKET -D SPACER 0.090 PVB DETAIL 82 1riT k • • • E V • OIL IMPACT GLAZING DETAIL SQL• • • • • • • 13A):, 4..0: 20 1/2" X 62 1/2" • • ••• •• • • • • • ••• •• •••• •i D 3i1IL42 • •• •• • (12) FASTIM LOCATIONS AI • • DOUBLE -BACK JAMB ATTACHMENT • • • • • • • • • • • • • ••• • 1 3/8" 1"MAX 3/4" AIRSPACE 1/2" MIN. GLASS BITE DETAIL 02 ODL NON -IMPACT GLAZING DETAIL MAX. D.` O:I 1115,63" O ,ES F. *Q,E1'1 +} IDCA[ :.: a •. • ` 5AWNC t 398 3W032012FL climb_ MAW, togio4 FBPE CEFFEfiAUFg. 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EMB. 114' MAX. SHIM SEE NOTE #7 ON SHEET 1 EXTERIOR 1/8' 1" MIN. 1 V2" MIN. EMB. 1/4' MAX. SHIM 1' MIN. EXTERIOR INTERIOR SEE NOTE #7 ON SHEET 1 1 1/2' MIN. EMBED. 1 1/2' MIN. EMBED. INTERIOR SEE NOTE #7 J TENOR ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD .MMB 1 1ft'61FL UC MAX. SHIM SEE NOTE #7 ON SHEET 1 t' MIN NtW. EXTERIOR INTERIOR STATIONARY UNIT HORIZONTAL CROSS SECTION INSWING SHOWN O®O il 1Ri !Dr MIN. 0 4X HINGE DETAIL 3 REO•D EXTERIOR 1' MIN. 1 112' MIN. EMBED. INSWING LATCH JAMS AT FRAME HORIZONTAL CROSS SECTION 1/4' MAX. SHIM INTERIOR INSWING STATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMS SEE NOTE #7 ON SHEET 1 INTERIOR OOO� •q✓rM •• • • 114 MAX. I • •StW1 • •• • • I �/2' MIN. • • • • • •EMBED. : • • • •11N8 WING /IIN•E JA A 1 FRA • • • • • •HORIZON7%L CAMS SECT10S • • { r MIN 1' MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL la 4E1 • • • • • • r MIN, • ••• • • • •' MIN. • • • • •• 1 MIN INSWING STATIONARY UNIT VERTICAL CROSS SECTION BOXED =ELITE SILL NOTES: 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X SUCK OR 1X BUCK CONCRETEIM S•NRY OPENINGS, SEE SHEET fi rThOPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. rr,ITEM #S. (#10 X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. ;7\ AT SILL. PLACE ANCHOR IN 911.1BASE MATERIAL FOR MAXIMUM SUPPORT. INTERIOR ID • Pon w 111C) O uJ Z IL udn uJ of gix0 0 O • r O b rnwX z o 0 0. ZOO osrN w A o+tL 1/20/2012 etas NONE D'.• ►n G.WBBE0CE urc m: S.SAFFELL 3sB,ti1144._ C FBPE�CEMatt, ,pixia AM032012F1. RDIgang:'NO.29578 `' T 5 °' 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41 INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 3X HINGE DETAI 3 RECTO ©©0 1' MIN. 1' MIN. 1" MIN. 1' MIN. IPrielME lit worAms magi — 1'MIN. 1'MIN. 1' MIN. 11(4' MIN. EMBED 114' MAX. SHIM CONCRETE MASONRY BY OTHERS TYP. �® 1 © 14' MIN. EMBED .IM 0�� --rte• SEE NOTE 87 ON SHEET 1 ii I I 1l4' MAX 1 114' MIN. F` SHIM EMBED. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION NOTES: E.• INTERIOR 1MIN. 112110.11 0i iran O EXTERIOR INSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL 1" BUCK 1' MIN 1 MIN -1 INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL INSWING STATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMB 1 1/4' MIN. EMBED INTERIOR X EE NOTE #7-� ON SHEET 1 1!4' MAIC. SHIM _i• • 1"MIN. • r AN. • • • • • • • • • • •• • • • • •• • • • 1tIINP• • • • •1414' MINA • • T MIN, EMBED. INSWING STATIONARY UNIT VERTICAL CROSS SECTION BOXED SIDEUTE SILL 1 1k' MIN. EMBED r MIN. 1" MIN 1' MIN. INS WING LATCH JAMB AT FRAME HORIZONTALCROSSSECTION • • • • 5EE NOTE #7 ON SHEET 1 CONCRETE/ MASONRY BY OTHERS poE:T0ERRIm 1' MIN. 1' MIN0 1' MIN.1'ON SHEET I HIM 1 1/4' MIN. EMBED INSWING OPERATING UNIT HORIZONTAL CROSS SECTION OPTIONAL 1" BUCK SEE NOTE #7 ON SHEET 1 114' MAX. • • : r SHIM LLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MN0AUM • 4 NRY ----el; i RY IAN. • EMBEDMENT I5 ACHIEVED. • • • • • BYOTHE1116 • 14) • •• • • •• • #6. (#10 X 2') ONE SCREW TO 8E INSTALLED IN EACH HINGE AT JOB SITE. CLOSEST TO VIERIHERSTRiIP. • OFTi0NAL M OFF%.'COIERETE INSTALL CROSS SECTION OF HEAD JAMB OR 310E JAMS 3DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. Jp111D E S G J W p Q�Q7 - w S0 aO J 0 w0 O N w to a U6 0 2 2 0 tOtO X 0 a. 5 rr ala 1/20/2012 sate NONE oaa an G.LUBBECKE a.c. n S.SAFFELL A4Y 368 TiE>AL`ilR. '1338 3W03";012FL FEMECERIT9RAURENOAft73pw 6 G' 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 4 4. 4 - NOTE SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR 15 REOUIRED 3" TYP, 0 149' MAX. O.A. FRAME C7 .,.. ,.. C7 4. L t.. 1.4.....1.._,1-....... t. 8� t 07 • ITT T 07 12-0 X 6-8 OUTSWING/INSWING (50) ANCHOR LOCATIONS (FROM EDGE OF FRAME) a 112 1/2" MAX FRAME 3' TYP--1 9-0 X 6-8 OUTSWING/INSWING (38) ANCHOR LOCATIONS (FROM EDGE OF FRAME) �--2-#8X3'PFH SCREW FROM ASTRAGAL KIT i 1- TOP ASTRAGAL STRIKE PLATE DETAIL C7 -C7 OUTWING OR INSWING DETAIL D7-07 OUTWtNG ONLY 2- *8X3"PFH SCREW FROM ASTRAGAL KIT -1- BOTTOM ASTRAGAL STRIKE PLATE 1- BOTTOM SHOOT. -• BOLT INSERT PLUG • 17 3" TYP.----I 0 1 f-74" MAX. O.A. FRAME 3" TYP. 1 3' TYP. -.1..1 141_.. t. -r C7 C7 1 1 1 -t. i z ui wt t8' t CC LIXX ; X X 4 A. r" }.+ D7 D7 a. 8;° : c I- 6-0 X 6-8 OUTSWING/INSWING } — v (30) ANCHOR LOCATIONS .4.0 (FROM EDGE OF FRAME) j 3" TYP. 75" MAX FRAME " a i unit 3" TYP. ---.1 rI r•--- TYP. L �. 3 y N U $o -11 1 •• ••• • • • • • • • • • Agetti 17 PANEL CENTER X 0 6-0 X 6-8 OUTSWINGANSWING =28I MSCI-401LIC,gj'IMS (FROM EIWG2 OF FRAME1 • • • • P. 4‘1%-"'*- Z". • • =*cw.►sJP„ • • • • • DETAIL D7 -D) INSWING ONLY 3-0 X 6-8 OUTSWING/INSWING (18) ANCHOR LOCATIONS (FROM EDGE OF FRAME) e' 6' P. TYP. ( •TYP- =i 11 i T=om= DETAIL A7 (8) ANCHOR LOCATIONS AT MULL 4. 5 6" 3B8 D FBPE C gd 29578 _6" it DETAIL B7 (10) ANCHOR LOCATIONS AT ASTRAGAL AoV w w H c7 R. cn z w Z 00 alCC 0 al oin fA w X O CC 0 z0O U a7 G>rc 1/20/2012 so NONE a GNG.,r: G.LUBBEOCE occ IY SSAFFELL 'J"AWINGt�a: ]W032012FL 7 OF 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com • • • :• • • • .. •• • ••• • •• .. . • . • • . • • •. • •• •• . • • •. • • • •••• • • • • •••• • • •• •• • ••• ••• • • • •••• • • • • ••. • Product Evaluation Report of JELD-WEN, inc. Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-0" x 6'-8" Outswing/Inswing for Florida Product Approval Report No. 3321. Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-0"x 6'-8" Outswing/Inswing Steel/Wood 149"X 81.875" (Maximum) Prepared For: JEL D -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, ()lt, 97601. Prepared by: i-ler•rates F. Norero, P.E. Florida Professional Engineer # 73778 Date: 11/11/2014 Contents: Evaluation Report Pages 1 — 4 13 0• ?' C.3"� e* S,Ot11t` �?`NN Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.01.07 15:14:34 -05'00' /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3321 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-0" x 6'-8" Outswing/Inswing 149" X 81.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. • • • • • • • • Helms f,Norero, P.E. does not have nor will acquire financial interest in the company • • • mantifactf ring or distributing the product or in any other entity involved in the approval process of • • the product named herein. • • • • • • • • • This pGd4uct has been evaluated for use in locations adhering to the current Florida Building Code. • • •••• • • See Installation Instructions JW032012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) • • • for SO4CifiL use parameters. •• ,; • • • • ••• ••• Limits etCig•! • •• • • • • • 1. This product has been evaluated and Is in compliance with the current 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 current Florida Building Code and does not require an impact resistant covering. 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 current Florida Building Code. 5. Site conditions that deviate from the details of drawing JW032012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW032012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3321 Quality Assurance: Performance Standards: Referenced Data: • • • •� •• • . •.. • The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code 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 National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) • •• Report #: NCTL-210-3801-2, Report Date: 02/04/2012 ••• • • Report #: NCTL-110-11987-1, Report Date: 04/06/2009 • • . • . • • • •..• • • • .. • • • • •••• • •••- • • • • • •..• • •• •. . • • ••• • • •••• • ••r.'•• • •• . . • • • 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) 3. Material Certification Miami -Dade RER Product Control Section NOA Eastman Chemical Company Saflex Clear and Color Glass Interlayer 4. Material Certification Miami -Dade RER Product Control Section NOA ODL Series "HP Polypropylene" White Material Component Approval Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 \•C BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3321 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 (JW032012FL) for anchor spacing and more details of the • • •••• installation requirements. • • • . • • • • . '. Design Pressure: • • . . . :• . ..•• • • •.•• . • . •• • . • .•• . • . .••• * ' •••• requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height Is 1.0. "4, Design Pressure ...• xx, xxo, oxxo x, oxo • C?titswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF • ,swing • • Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4