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BP-05-953Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/30/2005 Applicant: KRISTINE Owner: BARBIERI JOB ADDRESS: 485 NE 92 Contractor Local Phone: Parcel # 1132060140280 Building Permit Permit Number: BP2005 -953 BARBIERI KRISTINE ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 23 LESS W15FT & ALL LOT 24 Fees: Description Amount FEE2005 -8984 Building Fee $120.00 FEE2005 -8985 CCF $1.20 FEE2005 -8986 Notary Fee $5.00 FEE2005 -8987 Training and Education Fee $0.40 FEE2005 -8988 Technology Fee $3.00 FEE2005 -8989 Scanning Fee $3.00 FEE2005 -8990 Submittal Fee ($50.00) Total Fees: $82.60 Total Fees: $82.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/24/2005 Construction Value: $1,700.00 Work: REPLACE FRONT DOOR WITH WOOD OUTSWING AND BACK DOOR WITH GLASS /ALUMINUM IMPACT JUL 01 PAW Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): j uild' ` Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) - ,/ R) ST) /J - 9).A2-6 J E R t Phone # 30S- - 33 0 Owner's Address g S N C / '7 S e T City \AN\ ES State Tenant/Lessee Name Phone # Job Address (where the work is being done) L e6 /JC 4 ) - 22- 4) 5T2. City Miami Shores Village County Miami -Dade Zip 3 1 Is Building Historically Designated YES NO Contractor's Company Name Phone # Cl( p N (J( City Contractor's Address Architect/Engineer's Name (if applicable) - t+- 314 . Submittal Fee $ 50 • Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N..2nd Avenue, Miami Shores, Florida 33138 Tel: (308 795.22044101 756.8972 $ Value of Work For this Permit l q"00 State Type of Work:: ['Addition DAlteration ❑New Describe work I ( S ,nr( o tr)e) C' (apt ace) c o to ( ) \vlsssz t Act--)( Ccep \OcQ) w� i4 ^!� 9 7 ? 1 � 3 d Permit No. Master Permit No. Zip (3g Zip 3 3 Qualifier Permit Fee $ CCF$ 110 r Notary $ Training/Education Fee $ Technology Fee $ 3.00 Phone # 2 toe G- 1 20 � - bcoce. Square Footage Of Work: a (:346r. )( ir/Replace ❑ Demolition 4 t C C` 3 vAss ` «m «num (Tad Scanning$ Radon � •• •••o • • on •• • • • • • Code Enforcement $ Structural Plan Review. $ 32 LO - 50 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • •• • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • 400 • • • 00 • • •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Bonding Company's Name (if applicable) N/A Bong Company's Address City State Zip Mortgage Lender's Name (if applicable) N /A. 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. Chc 10/14/03 The foregoing instrument was ac1Friow1W.g0 before m this The foregoing instrum ged before me this day of LA.." , 2 5, by t Vi1 �.i pp,�/ 4ay of , 20 who is personal me or who has produced �/�) who is personally known to , for �> o has produced as ' ,�� tification ar ho did take an oath. APPLICATION APPROVED BY: identification and who did take an oath. ce 465 NOT ' Y ' : LI : NOTARY PUBLIC: Sign: ,`� ''ei ° .... Sign: Print: • Expire My Co ssion o` �,f % y Commission Expires: �� ���' N,,. .: �'om�� tY$$$$$*k$ drsYstsYvYaYtfsY*de$$:4dt F $ ■st■4e &trvCA' &� . �. 21 - ****************** ** ***** * * ** a **** **k****** ** **** ertificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. _ • • Plans Examiner • • • • • • • • •, • • 4 - •• ••• •• • • • •• Engineer • • • ••• Zoning • • • • • • • ▪ • • . • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •• •• 006 • • • 600 • • OWNER BUILDER DISCLOSURE STATEMENT I INy►SWn. e4 tE4 being the legal property owner, for the property Located at: By C r Produced. t, Legally described as. . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td irork as my own contractor, I further understand that I as the owner rnust appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. The foregg g instrument day of 20 05 who is personally known to me or who has • as identification and who did take an oath. • • • • 1 • • • • • •••• /abetV . s ,_�) -• — ':_Com �''V231984 • •.. €xp,y}}ous:Ju' ,2010 • • • Vbnded �j • • • •• r, , .. ' • ..,,,I r 0• • • • • • •• • • • • ••• • • • •• • ••• • • • • ••• • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • •• •• 2 0 11! N C.B.S. Strip 10.35' C.B.S. Waa Fad. SKETCH OF BOUNDARY SURVEY SCALE ,-- 20' 22.5' Grassed Parkway M R= 25.00' in o A =39.40' • • ••• • • • • • • • m .. MIAMI.QADE BUILDING CODE COMPLIANCE OFFICE (B PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld Steel" Steel Edge Outswing Opaque Insulated Steel Door APPROVAL DOCUMENT: Drawing No. DC9970, titled "Outswing Opaque Insulated Steel Single Door ", sheets 1 through 4 of 4, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #2 dated 11/08/02, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of thpentsre•NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection tie job sije the request of the Building Official. This NOA revises and renewrAQA V 04 aQ.d FQnsists of this page 1 as well as approval document mentioned above. The submitted documentatiop was reviewed by Manuel Perez, P.E. •• • •• • •••. • •. •• • •••• •. • • • • • • •• • • • • • • • • • • • • ... • •. • • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• NOA No 02- 1211.13 Expiration Date: February 11, 2008 Approval Date: January 16, 2003 Page 1 Jeld -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC9970, titled " Outswing Opaque Insulated Steel Single Door in Wood Frame ", sheets 1 through 4 of 4, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #2 dated 11/08/02. B. TESTS Submitted under NOA No. 99- 1007.03 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of single outswing and inswing residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS Submitted under NOA No. 99- 1007.03 1. Anchor Calculations, dated October 2, 1999, prepared, signed and sealed by Mark Fetherman, P.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated October 11, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E.Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84- 94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Propertiesof Plaatie .; sig.ie1 Ind 'sealed by Douglas Keith Tuc . er P.E. • .. ..... .. • .. ... .. . . . .. • • ... • . • • • • • • • • • • • • • • • • • • • • • .. • • • • • • . . • • • • • • • • • • • • ... • • • .. • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • Manuel P P.E. Product Control ( miner NOA No 02- 1211.13 Expiration Date: February 11, 2008 Approval Date: January 16, 2003 Jeld -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Statement letter of no change except a product name change, dated 12/4/02, signed by Steve Strawn. F. OTHER 1. Notice of Acceptance No. 00 1003.05, issued to Jeld -Wen, Inc., for their Series "Doorcraft® Steel" 24 Ga.Outswing Opaque S /SE Insulated Steel Door - Impact, approved on 2/08/01 and expiring on 2/11/03. .... • .. . • • • • .. ... .. • .... • ... • • • • • • • • • • • • • . • • • • • • • • • .. • • • • • • • • • • • • • • • • • •.. • • 1 •. • ... • • • • ... • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. • • ... • • • ••• • • - 2 Manuel Per .E. Product Control ^ : er NOA No 0 .13 Expiration Date: February 11, 2008 Approval Date: January 16, 2003 TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTION 4 ANCHOR LOCATIONS • • • • • • • • • • • • • • •• • 11 • •• •• •e •4 JELD -WEN® STEEL OUTSWING OPAQUE SINGLE DOOR STEEL EDGE INSULATED STEEL DOOR WITH WOOD FRAMES l .••• GENERAL NOTES • • 14 THIS PRODUCT IS DESIGNED 1 1 1 0 MET THE FLORIDA BUILDING CODE 2 WOOD Ate b6 OTHERS, 4AUST L ANCHORED PROPERLY TO TRANSFER • • • LOADS 1•1IIR STRUCTURE. • • 3. PRODUCT ANCHORS SHAL• SO i 9 IISTED AND SPACED AS SHOWN ON DETAILS. ANgltOR EMBEDMIn TQ SASE MATERIAL SHALL BE BEYOND • • • WALL ORE✓;SING•OR STUOCO. • : IMPACT ftSlS SHUTTM REQUIRED • • 8! DESIGN UI RATING gIttl AS FOLLOWS: • — FOR 41 WOOD FRAMER ••SEE TABLE SHEET 1 • • • — FOR 8'Q" WOOD FRAMg% t• TABLE SHEET 1 • 6. THE BARRIER FREE THRESHOL41 SYSTEM WAS 1t.tbD FOR 2.86 LBS. WATER • • • PRESS:REA ASTTt ElS?.• • 7. THE BARINEiR•FitEE THRE9HOLD•91fSTEM DOES NOT MEET THE WATER REQUIRES IN "HIGH ¶FLbCITY:HURRICANE ZONES WITHOUT • • • THE RjQZIIRED OVERHANG. •••• OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) poor Leaf Construction: Face sheets: 24 ga. (0.020 minimum thickness, Galvanized steel A -525 commercial quality — AKDO per ASTM 620 with min. yield strength Fy=26,240 psi. Core design: Expanded polstyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with steel rails and steel stiles a wood lock block reinforcement. —J 37 -3/4" O.A. MAX. FRAME WIDTH 36" 0.A. MAX. PANEL WIDTH CO 5 I 0 0 6' -8" Height DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT 6 NEEDED POSITIVE 6'8" 80.Opaf 8'O" 61.O NEGATIVE 80.0 psi 6 5.0 Oaf WHERE WATER INFILTRATION REQUIREMENT 6 NOT NEEDED POSITIVE 80.0 per 61 .Opal NEGATIVE 80.0 p 65.0 Def 6 PANEL EMBOSSED DOORS VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) Approved m hying with the Fla " rand Dads Pinduct BY Mary A a ,., � L w 0 CZ Lu co o komo-1 Z d Q w w � 0 0 0 0 24 a. � 3 m ce BUILDING CONSULTANTS, INC 813.659.9197 age 9/25/00 SCALE N. T.S. DWG. sr: TJH cxx. er: RW DRAWING ND.: DC9970 W 1 14 Z l,l L7 N CO co cu y Q 0 z co '.D 0 0 z 1 or 4 Z 0 REM DESCRIPTION 1 Latch iamb (1.25" x 4.56" w 1(2° rabbet) Wood 2 Hinge jamb (1.25" x 4.56" w 1/2" rabbet) Wood 3 Head jamb (1.25" x 4.56" w 1/2" rabbet) Wood 4 4" x 4 butt hinges 1 go „09 ) Hager 5 9 X 1” PFH wood screw hinge to door) 6 9 X 3`4" PFH wood screw (hinge to frame) 7 8 x 3 PFH wood screw with 1.15" min. emb. into sub —buck 8 #10 x 2" PFH wood screw 9 3/16" tapcon (min. embedment 1 -1/4" into masonry) 10 1/2" x 5.0 ADA Threshold Ext. Aluminum 6063 —T5 11 1.25" x 4.56" Inswing adjustable threshold Aluminum /Wood 12 1,0" x 4.625" Outswing bumper threshold Aluminum /Wood 13 weatherstrip Schlegel Q —Lon QDS 650 14 gompression 12 X 3" PFH wood screw 15 9 x 1" PFH wood screw 16 Face sheet 24go.(.020" thk.min)aalv.steel A -525 FY= 23.300 Ds 17 # 8 x 2" PFH wood screw 18 Top Rail (1.73" x 1.21" x 0.021" thk) Steel 19 Bottom Rail (1.73" x 1.21" x 0.021" thk) Steel 20 Side stiles (1.73" x 1.21" x 0.031" thk) Steel 21 lock reinforcement (1.67" x 3.0" x 18.75") Wood 22 Strike plate 23 1.18" x 1.18" x 94" MDF board 24 0.50" 1.69" Door Panel sweep Vinyl 25 lock reinforcement (1.67" x 3.0 "" x 11.75 1 Wood 26 Expanded Polystyrene (1.0 to 1.25 Ib. Density) BY JELD —WEN 27 Kwikset titan series lock ( #200) Yale Heritage Series Latchbolt 28 Kwikset titan series deadbolt ( #660) Yale Heritage Series Deadbolt 29 Latch screws #8 x 1 -1/2" P.F.H. W.S. 30 Masonry wall 31 2x wood buck 32 1/4" max. shim space • • • • • • • �a • m • • U • Gi • • — •• 5 Cs Q © V • • • AMA c • E 0 • ••• •• •) •T W 7 d• 0•• a• r? •••• •••• • • C a • • • • •• • •• • • • • • •• _ •• •••• m rn ••• 1 .4 •••• T ••••R • ••••0 R • • • d 0 4,5625' OUTSWING BUMP THRESHOLD 0 VERTICAL CROSS SECTIONS 2 MIN. EMB. 1,15' 1.0° OPTIONAL_ "HANDICAPPED" BARRIER FREE THRESHOLD Approved as complying with the Florida WJdIxg Data NOA8 Maori idle PrDd•ct By � / - DC W W cu 07 . CU 0 U Z co Zo O H 0 Z 2 O re • BUILDING CONSULTANTS. INC. 813.659.9197 WE 9/25/00 sc N.T.S. owc• sr: TJH CHIC so: RW DRAWING NO,: DC9970 slim 2 or 4 .44 • '• • A 1 If rr #1 I • • 1• • • • 1•••• • • • 1•••• • 1 • ■•••• • •• • • • •• •• •••• • • •••• an 36' MAX. PANEL WIDTH 11, DOI 0® 1 .1P, • N N 1- vo 010 EXTERIOR 36.0' MAX. PANEL WIDTH 37.75' MAX. FRAME WIDTH s O .25' MAX. SHIM SPACE 3 11 HORIZONTAL CROSS SECTION Approved as complying with the Florida Balding Code Date NOA0 Marinade Product sLQGAllAIG BY by • c z ct (4 0 o So a ?� .9?, BUILDING CONSULTANTS. INC 813.659.9197 DATE fU O 0 9/25/00 SCALE: N. T.S. owc. tn: TJH a+a. WA RW D0Awaln NO.: DC9970 HEET 3 or 4 • • • • • ••• 1• • •• • • • • 13 TYP. • • • • • p — 1--• • • • • • •••• 13 82,7.Tv• • • • ••• • • • C''1 ••• • AJ� 13,82•re;g. • • • • ••• • • ••• • • • •L 13.825• TYP. • 13.825' TYP. 5.5 0 6'8 ANCHOR LOCATIONS OPTIONAL 'HANDICAPPED' BARRIER FREE THRESHOLD REQUIRES 3/16' TAPCON TYPE ANCHOR AT 6' FROM EACH END & ONE AT CENTER WITH 1.25' MIN EMBED. INTO MASONRY. FATI 8'0 ANCHOR LOCATIONS F Be mN %s�k with the Date NO1Ut Mtemi D O W z 01/) OW O 000 O 0 0 zo cc a z 0 0 0 z 1 ce -J W Z W l7 ce 0 L7 z Z OD tD m cu 0) W N O z v v BUILDING CONSULTANTS. INC. 813.659.9197 DATE 9/25/00 scke N.T.5. mvc. Br. TJH aa. ar: RW DRAWING No.: DC9970 SHEET 4 OF 4 ,) r•, • , • • Singly, • 4W ..,W UJ.31 1 1 Theodore Berman Deputy Director TATE OF MAILING: 04/02/2004 nuorfassucnsincamicePaPand action-dm • • • TRAM, Spur* Windows &Doors, Inc. 71 Progress c PA 16066 NOTICE OF PROPOSED ACTION Meat oldie BoardifRoks and Appeals and TRACO Security Windows & Doors, Inc., Applicant In accordanos with Dade County Administrative Order 10-3, which governs the product review mss. the Product Control D i le ;bi on o f rite Offer of Code Co ilianoe, intends to issue a Product Control Nodce of Acccptanco to TRACO Security &Door , Inc. for Series "Dora! 3" Outswing Aluminum Door - Large Missile Impact, No. 04- 012117 , to allow its mein Dade County and its municipalities. To: &then of the ilk of Rrrles Appttols : The documeatation being • - , to you represents the recommendation of the Product Conttool Division of the Office of Code Comfranco in regards subminal of TRACO Security Windows & Doors, Inc. for Serbs "Donal 3" Outswing Door -Large Miss& Impact, Na 04012217. Under the provisions of Dade County Adminisaativi Order 10- 3, which gowns det product review process. You must review this documentation. If within 20 days from the date of wade not teceiVe any written objection staring the reason(s) for your disapproval, this product will be automatically approved. To:. TRACO Set city Windows & Doors, Inc., Appllcsnt The PtoductCotetral Division of the Office of Cod Compliance. in accordance with Dade County Adrainistrntive Order 10- 3, which goes the product review process, has issued this nodes of proposed'action and intends to issue a Product Control Notice of Acceptance for your Series "Dora! 3" Outswing Aluminum Door - Large Missile Impact , No. 04- 012117,10 be used in aide County and its municipalities, unless a member of rite Board of Rides and Appeals or resell has any objections. Should you not be is accord with this notice of proposed action and wish to appeal our gnunendation, you rte make awatcen request, stating the reasons for your objecdon(s), to our office within 20 days of the date of tailing. Upon receiptof your written request a beating date will be set so that you can present your objection(s) to the Board of Rules and Appeals. . . .. . • • • • • •• • • •. •• • MIAMI-DADE COUNTY, FLORIDA METRO - DADE FLAGLF.R BUILDING BUILDING CODE COMPLIANCE OFFICE MET O-DADE FLAGLER BUILDING 140 WEST FLADLEt STREET. SUl•1•E 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (30a 375 -2908 PRODUCT CONTROL DIVISION (303) 373 -2 FAX (303) 372 -6339 • •..••1• • • • • . • • . . r ... • .nom • • .. 1 - .t f W u - SW • .• • • • . •• • ...... Mailed by: • • • • ... • . • . • • • • • • • • • • • s • • • • • • • • • • • • • • • • • • • • • • • .last maRaddrein postmasterebnildingeodeonlikte.com • Homepages &ttp:/lwvrw geodeonlhte.com 01�GU u.+ vv. V i • Ann £JX]VV JJVUj311 I • *) • MMA.M BUILDING CODE COMPLIANCE: OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Windows & Doors 71 Progress Avenue Cranbury Township, PA 16066 . &JJZoWa3% • . . . • • . • • • • • •••• . . . . . . . ... • • • ••• • • • • • • • • • • • • • •• • • • •• • • 1 -I t a ream U MLA DADE COUNTY, FLORIDA METRO -DADE ELAGLERBUDDING 140 WEST FLA.GLER STREET, SUITE 1603 MMAMZ, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2900 Score This NOA is being issued under the applicable Hiles and regulators governing the use of construction materiels. The doaementation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board tikes and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Aud i1 Having Jurisdiction (ABJ). This NOA shall not be valid after the expiration date stared below. The Miami-Dade County Product Control Divides (bi Miami Dade County) and/or the AEI/ Cm areas other than Miami Dade Couniy) reserve the right to have thi product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the . AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA resewes the right to revolts this accepumce, if it is determined by Miami-Dade oun y Product Control Division that this product or materlalfais to meet the requirements of the applicable code. This pzodact is approved as den:a' bed herein, and has been designed to comply with the Florida Buildia1Code, iacludioahe High Velocity Hurricane Zone. * • DFSCER ION: Series `Vora! 3" Ontswing Alundnom Patio Door (LM,L) APPii�Ai. DOCUMENT: Drawing No 04.11 >A,, dated 1/21/94, tided "Series "Doral 3" Ontswing Alumimut Patio Door L.M.I. ", shots 1 through 6 of 6, prepared by Traco Windows & Doors Inc signed and sealed by Fhtmk L Bennardo, P.E., bearing the Miami Dade County Product Control Approval stamp with the . Notice of Acceptance number and approval date by the Miami -Dade County Product Coa000l Division. MISSILE IMPACT RATING: Large Missile Impact Yom: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein REMOVAL of this NOA shall be considered after a renewal application has been filed and there has been no change la the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materlab, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pzodvct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any seed= of this NOA shall be cause for termination and removal of NOA. LDVTNSE11ENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expindon date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dentin its entirety. .. ... • • • • • .. INSPECTION: A copy of this entire NOA shall be vided th • • pro ' go q *kb/ ttle pasdauf'er or its disarbnrors and shagbe available for inspection at the job site at the reg1 st 6f the molding M 1. This NOA consists of this page 1 and evidence page Eland E-2, as well as approval document mentioned above. The submined documentation was reviewed by Theodor,4ermpn, PA • •; .. •. • • • •.•NOA Na 04.4122.17 >�Iration Date: April 22,2009 roval Date: Apr1122, 2004 • • • ::t • LC) 00 OD CLUSTER OF (3) ANCHORS (REF ANCHOR . NOTES. SHEET 3), AS SHOWN.•EXCEPT FOR 012 SCREW OR VW TAPCON INTO WOOD ORINOCO SUCK WHERE(a) ANCHORS ARE RECTO., 3' CLUSTER SPACING BETWEEN (I TOP & BOTTOM) TYPICAL ANCHOR 0 s Z a am 0 J SIDELIW PANEL WIDTH ( MAX) LEAF PNIEL WIDTH (3 MAX) LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES OVERALL FRAME WIDTW (t44 MAX) LEAF PANEL YRO (3S' MAX) O EXTERIOR ELEVATION: SNAP- MULLION SIDELTES A AS SHOWN, OR OXX, XXQ OXO, X0, OX, or COAIFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N Ts.) CLUSTER OF (8)ANCHORS (FIEF ANCHOR NOTES. SHEET 3 3' MON. SPACING BEM/EEN CLUSTERANCHORS (TYP. TOP 5 001105?) / 6" MAX TYP 3 GENERAL NOTES: 1. THE EWIKG DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED PAD UST I D IN COMPUAJICE W17H THE FLORIDA BUILDING CODE 2002 (MN VELOCITY HURRICANE ZONE) AND MIAMI-DADE COUNTY PROTOCOISTAS 201.202 D 203. 2. A 33.113% INCREASE IH ALLOWABLE STRESS HAS BEER USED 111 THE DEMO OFT IS DOOR SYSTEM. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SY57EN SHALL WE O 61ERMINED BY OTHERS ON A 108 SPECIFIC BASIS IN ACCORDANCE WITH THE covet 1 u coot. 4. THE DOOR SYST 1 DETAILED HEREIN HAS BEEN NESTED PER M AMI -DADE COUNTY PROTTCCLSTA5- 201,1A. A d TAS -203 AS REFERENCED III rev mbar a00]3-r BY HURRICANE TEST LABORATORY (MM. • •••• • • • S. THE DOOR SYSTEM DETAIN AVIV IS GENEi(JL AND DOES NOT PROVIDE INFORMATION ¥ESSASPECIFIC STTL FOR SITE CONDITIONS DIFFERENT • cORDTTI DETAILED HEREIN. A LICSNDED OR ARCHITECT' SHALL APPLY FOR APPROV • PREPARE SITE SPECIFIC DOCUMENTS �R USE IN C0 PUUNCT10N WITH THIS Docu) EcP • • • • • • • • 6. PERMIT HOLDER S11411.vair4 7TE ADEQUAR.I OO Tr1E E705TIRG STRUCTURE TO WITHSTAND ESPEIUMPOSED ROADS. WOOD 021005 (nor BY TRAOD))HALL BLAIIQWREQ • • PROPERLY TO TRANSFER LOADS Ti) THE W • • STRUCTURE. •••• • • - 7. DOORS PANELS GLAZEO WI711S /16 ARE LARGE MIME IMPACT APPROVED. NO PRCR>0ION • REQUIRED FOR AU- BNSTAL A7IOJIS. 8. AU. STEEL IN coNTAcr WITH ALUMINUM SHALL BE PAINTED OR PLATED. DESIGN PRESSURES: +SS ?SF / -GO PSF (Jr swo Iva LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES EXTERIOR ELEVATION: TUBE - MULLION SIDEUTES AS SHOWN, ON OXX, 30(0, OXO, XO, OX, XX, O, or X CONFIG USE TYP..IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SNOW; (N.T.S.) 5100.17E PANEL WIOIH 24' •••• • •• DING • POUND•••• • • r •••• • ••• • • • n I • Inn= SURUG'URE 1QP1tCYML OIOR WOOD BUCK ROT &HOHT0 SEE MOOR ?TOTES TOR ANCHOR TYPES AND uffunaca. TOR =CONS � 8 A i [I a a O SECTION OF RESIDENTIAL DOOR HALF SCALE n TOR ROTE FOR ANCHOR � AND f.ostounw. SCC ELETA cH TOR Lowness & swam. NOTIBLI0DFA NULLION� ICI.SED o owono W0 1/4 Me MAX. EN MOLLER ALL SCREW HEADS TO BE STALED BY MAUER TYP. AT HEM MG TS11.. APPUED SEAL 0 ASTRAGAL DETAIL f\ 3ANB DETAIL HALF SCAM HALF SCALE • •Ift HOMO( MEW= I.MT ON INEWE TOP *HD BOTTOM AT ACTIVE MEL E2 AND INTERIOR FINISHES. B MO FLASHING FRAME WIDTH MASONW( °PDLTNB 114' MAX. 001 EY INSTALLER AU- SCREW HEADS TO BE MUD $I INSTALLER TIP. AT .ANB• • ANCHOR - N � - O - T � E � ! S - : 1. ANCHORS SHALL 0E T'>ISIAE ID IN ACC0ROIAMCE PATH PIANUPACHIROF5 2. ANCHOR DIREOHWIT SHALL BE QPTO BASE M1€RM• EX'C1J11D1[1G STUCCO OR OTHER 3. BAse HAT'BRIAL MAILER WOOD 0.55 OR ER SPECIFIC GRAVITY), GROUT -F LLEO BLOCK (MIN 21000 pd �VE GPW STRENGTH FOR GROOM On CONCRETE ( roli 30041 4. SEV L MIME L OR ELRVMI01 S FORANCHOR LOCATIONS AIID SPACING. pp B OR CONN���TyR�, MO MOWN OF 1� MR ALL W� ANC . 5. ANCHOR OPTIONS FOR INSTAIlATIDN ARO AS FOLLOWS: auao 16' OR 1[4' TAFCOIIS (OW OR ELF) WITH 1 -1/ NZNIDRIN E11BWtHENT TO OM OR GROOT4ULED BEDOE. WC D.U0iaorr atom • • • r••• •••• • • • • • • • • • •• • SEE *WTI IKITES MOMS arm. mat • EWBEl4EMb SEE NCCA= �•i I/4' SHEET 3 CF 10 13 n n n 1 3 1 9 N • 3 • a a - • Frit I DEERROSEIERRURE AML St0112X°MOOD BUCK MI SHOWS SEE ANCHOR BORES MR ANCi1DR IYPES AND EZUEDIUDE. MR 6 a SP, O. 65 O SECTION OF RESIDENTIAL DOOR HALF SCALE S PKRIIJ. SEAL BY OTHERS • OEA2IRIO • W ARJO1OR RITES FOR ANCHOR a OCA Y�ls& All ScRLW HEM s TO BE REALER 81 »8GLLER TIP. AT HMO ONO MU. NOBILRISER SPA N UM • 1/4 SM11 W 1. 8Y .11LST•LIER APP SEAL •81067015 a VIROCURM O s ASTRAGAL DETAIL HALF SCALE AS' MORI L.1VE1 ON IUSCE TOP L AO AT ACME PANEL Y1 k.F'a .�• ELC0) 1.1/2 1411111481 t EXT AND IYIERIOR MESHES. B METALS AISO FLASHING FRAME WIDTH MASON aPiaaw • ANCHOR NOTES: AlICNORS SHALL RE j 1t 88 uls1AU.SD IN ACCORDANCE WON MNIUPACIINIE*'S 2. ANCHOR EPIEEDIS ITSHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO 08 OTHER GRAVIINI WAIL Mat GR - F p � , BLOCI! � moo d C smears FOR GROUT), OI1'GCHCRETB + 4. ETE R T OR R A110 FOR ANCHOR LOCATIONS AND SPACING. p p BLOCK Afi ANCHOR A AMA IF T � IfIllO Es FOR AMOCO ALL W ANCiGORS. • Ile MAX. SN111 BY uedALLCa ALL SCREW HEADS ID BE 801.50 BY INSTALLER TM. 4 .AOL RESEVAIIM WOO 2/ OR WV EMBEDMENT TO COW OR GRCOVFI118D BWO( • • eassmouTsmuRe &11:OT MOWS 0 ]ANB DETAIL HALF SCALE • •••• • • q+•• D •••• • • • . •• • • • • •• • • • • • • NO � y � TES FOR A CHES►*WES • mantaEmp sa€ 3 smut a • a W nnGsrnucruND • rr.M 1 [E� }' sEa. rer a SU AMA NOTES soR MOM rca L 00AUO °' (M ADO & swam SECTION OF SIOELI E NAV SCALE • • SEE AN CHCR NOTES AND a +r SE ELEVADON TOR LOCATIONS a SPACING. ALL SCREW HEADS INST LLER�. AT HEAD AND SL . • SHIM tat. SY INSTILLER • srtucruNtt E1lW ING LDF'IIORM. IX =WOOD OR SHCVMS � R AND INTERIOR MIMES. BREAM METALS AND FLASHING BY OTHERS. EXTERIOR =+. FRAH[ WIDTH Sex W FABMSSEE ELEV. POR LOQA © SECTION OF SNAP-MULIION SIDELITE HALF' SCALE / EXTERIOR FPAUE MOTH MASONRY °PINING MASONRY OPENING SECTION OF TUBE - MULLION SIDELTN: HALF SFALE ALL SCAM HEADS TO BE SCALED 8Y INSTALLER TYR. Af JAM. • APPLY STRUCTURAL SWCONE TO ROTH LEGS PRIOR TO SAPPING MULLION PARIS TOGEIISCR• AI. SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAN18. • I /4' SHIM WIC Sir INSTALLER PERIMETER SEAL • 6Y OTHERS FRAN4E YDDTH • PERIMETER 81' OTHERS FRAME YAM . SEE AMPOR N08S FOR MOMS TYPES °Xs amain � • •••• • • • • �..�t • •• • • • •'y4' SPIRT N • • • BY INSTALLER • • • • • ••• • •• • • • •• • • sEE iloBoR rp - Vainni STRICTURE (CPTIONAL HOOD =KNOT T Or.1 10 TYPES P ELEV NTUt •LOCATEMS .• • • • • •• • • S9 WOOD • • •.• 1% • • • •. • 4 6 ; • 4 , M AND LEAF CORNERS {RETALIATION sows AT SILL AND JAMBS AND BOTTOM GLAZRLC BEAD SHALL / BE SEALED WITH SCHEE MOREHEAD EN SEALANT. • f ALUM. BUTT HINGES 9WTH .312 WA X 21/r ALUM FIN, BRASS SPACER AND NYLON GIPS AT 3 LIY FROO Bt BOTTOM AND AT MIDSPAN - STANDARD STEEL THROW EOLT LOOS. X@Y OPERAND ON EXTERIOR AND THUMB?URN ON INTERIOR 99 FRI* BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL =MET YTM LEVERIVPE ONNum HANDLE AT ACTIVE LEAF LOCXSUE REAR MIDSPAN STANDARD FLUSH BOLTS MANUALLY OPERATED AT Top .-- AND BOTTOM OF EACH AL71VE AHD 1 NAQ1yq LIN GL Z1 i Uf 171STHIERWACCHS la to •••• • •• • •••• • • • •• • •••• • • • •• • • • •• •• • • • • • • ••• • • • • • • • • • •• • • • • • • • •••• • • • • •••• • • • •• • • •6• • • • SHEE:TI 5 or 6 MATERIAL UST ITEM N0. PAQT WU inE8 GJANTRY OESCRIPTION MA71*WL 310If ./SUPPU(R/REri6RKS 1 0'0 -338 1 /0000 2/811117.08 AIM' mum MAD AfROWI HEAD OR SU. 6088 -18 TiflGd OR CO= 2 OS -389 ; 2/ LEAF DOOR LW 70P & 110120 15 RAIL 6083 -71 AW1001 OR EOUN. 3 050 - 002 1/ SIOEUM Stt4P CA1*me/0* 6083 -T9 - 4 050 - 783 '4/ G1A55 UM GLA2Il44 5b6 PRAM 6061 -78 TIftON OR 60U9• 8 asn -139 I a 9O0 11-4UJ6*OL0 •444-49 nom OR EWN. 8 05 -202 // =fig ATRWN 86N46 .LAMS 8083-73 TU10)1 CR EOM?. . 7 061 - 394 2/ LEPP RESIDU4V1L 0066 MEL. VC?1101. vTILE 606375 TIF10N OR EON. 8 . 0.",0 -455 1/ LEAP GAP CURE 6093 - 79 TU71m? 06 MUM , 9 - - - - - t • 10 11 -1004 AS RECD. 2' A 4' WE IMAM 808375 TRE0O 013 NUM 41 050 - 124 AS READ. I' x 1 1 /4' X 1/8 MOLE A1S)11B1TUr - 12 050 - 784 AS REM OtA29*0 HEAD 6063 TIF10N 0R 600N. 13 012 415 6600. 110 X 1/2' FLAT HFAD SCRER - - 14 Ag 11160. 1 /8' 51444 PLASTIC - 1S - 6/ FRAME 110 X 1' MICR FRAM[ ASSETASU' saws - . - 16 007-14-09A AS REM 0000 NAME - l,MRECU0 17 - 4/ LW 1/2' SELF LOCK RUT STECL - 18 - -. 2/ wr )/2' SOD (T X PANELS) 5166E - t9 - 4/ LEAF 1/2' 6U MEHER STEEI. - • - 4/ LEAs 1/2' RECIJUR WE - - • 21 081 -181 3/ LLU' HU1GES - - 22 007- 10-051 2/ 1FAF STANDARD UM 00L7 - - 23 - 4 Be ■ 1/2' MS - ,- 24 20 - 415* i AS RECD. 801121 1x0191 1917L - 25 - 4/ LEAF ELLC= 600 GUIDE - - • 28 020 - 10 - 783 t VOL RISER ALIA*R UI. 91 RISER 27 - 1/ LEAF 1 x .050 ALUM UR (BQ801 LERVICALS) mamma a - 28 047 - 10 - 014 AS 8000 'FR SEAL WEATHER - STRIPPING - - t0 7.3 3r H -I 4 • 1 - a ■ .;.r,-5_ -`_v -s 7 -- 2 • • ■ a • GLAZING SUBPRAME - .- THRESHOLD H -1006 TUBE MULLION DOOR STILE 04178 1300 ATRIUM FRAME HEAD /SILL 4078 4.000 i • • • DOOR FRAME 3AMPl • SILL RISER GLAZING GAP CLOSURE 7 may POOR STOP •••• • • •••• •••• • • • •• • • ••• •• • • • • ••• • • • ••• • • DOOR TOP/ BOTTOM RAIL '1