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1143 NE 98 St (10)'Inspection Number: INSP -1$372 Inspection Date: 05/25/2006 MAY 2 i ENTD Inspector: Grande, Claudio Permit Number: RC -12 -05 -1091 Permit Type: Residential Construction Inspection Type: Final Owner: SODBERG, ANNEMETTE Work Classification: Alteration Job Address: 1143 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CHARLES CULPEPPER Building Department Comments Wednesday, May 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 - 2204 Fax: (305)756 - 8972 Block: Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -1$372 Inspection Date: 05/25/2006 MAY 2 i ENTD Inspector: Grande, Claudio Permit Number: RC -12 -05 -1091 Permit Type: Residential Construction Inspection Type: Final Owner: SODBERG, ANNEMETTE Work Classification: Alteration Job Address: 1143 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CHARLES CULPEPPER Building Department Comments Wednesday, May 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 - 2204 Fax: (305)756 - 8972 Block: Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 1 of 2 ONLY FOR THE GARAGE DOOR ii \Lt \OL( Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -8722 Inspection Date: 02/06/2006 Inspector: Grande, Claudio Owner: SODBERG, ANNEMETTE Job Address: 1143 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CHARLES CULPEPPER Building Department Comments Thursday, February 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RC -12-05 -1091 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Alteration Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 1 of 2 1 ) ity Passed Inspector Comments 6 1 0114 -- 4 -1) / 6 / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until ;Inspection Number: INSP -626 Permit Number: RC -12-05 -1091 Inspection Date: 01131/2006 Inspector: Grande, Claudio Owner: SODBERG, ANNEMETTE Job Address: 1143 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CHARLES CULPEPPER Building Deaartment Comments Monday, January 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho 305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 305 -491 -0967 MIKE ALONZO Passed Inspector Comments i iC' 0_1,4/ ` / s I, - - - �t-�� /� 2_ - / c � V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP -628 Permit Number: RC -12-05 -1091 Inspection Date: 02/01/2006 Inspector: Desharnis, George Owner: SODBERG, ANNEMETTE Job Address: 1143 98 Street NE Project: <NONE> Contractor: CHARLES CULPEPPER Building Department Comments Tuesday, January 31, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph • e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 2 of 2 RE -BARS l Passed Inspector Comments 04,07,e_ nn — S 144 6-att-, 7 Urkt.JS Failed ) 62.4....:AA. 41' -e,L 4t-it q__ e- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 5579 Inspection Date: 01/10/2006 Inspector: Grande, Claudio Owner: SODBERG, ANNEMETTE Job Address: 1143 98 Street NE Project: <NONE> Monday, January 9, 2006 Miami Shores Village, FL 33138- Contractor: CHARLES CULPEPPER Building Deaartment Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone; (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RC -12 -05 -1091 Permit Type: Residential Construction Inspection Type: Columns Work Classification: Alteration Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 1 of 2 ty Description Unit Price TOTAL 1 Proposal /Contract Project Location: 1143 NE 98th Street Proposed price for contact Addendum 1A (shows breakdown of cost) C onstruction documents shows the scope of work drawings dated /0-"9- r • • e $41,200.00 , `� 1 Qi- � Payment O O O Shipping Taxes Subtotal & Handling State Details Cash Check Credit Card , t/ TOTAL 00 DATE Customer Name Niel & Ana Sodberg Address 1143 NE 98th Street City Miami Shores Phone 786- 493 -7619 Charles Culpepper 801 Brickell Bay Dr. Suite 7 Miami, FL 33131 786 402 -7617 fax 786 316 -0030 State FL ZIP 33138 All material is guaranteed to be as specified, and above work to be performed in accordance with the drawings and specifications submitted. Work shall be completed in a substantial workmanlike manner for the below sum. All ( iovcrnmcni Ices. engineering. reproductions, permit, permit processing will be paid by the owner. AU disputes will be ~ailed by binding arbitration. Any dllelotion el devialeal Iron) above specifications involvinj milts costs wan Le •secured only 1auv1 wu11e11 erdel, NAl wit become an solo cnaiu0 aver end above 1110 estimate. All aareeolerlls continuant upon spikes, Accidents. a delays beyond our co1a101. ACCEPTANCE OF PROPOSAL "rho above prices, specifications and conditions are.satislacloiy and are hereby accepted. You e aut on a do the work as spccilied. Payments will be made as outlined above. SIGNATURE Invoice No. 51017 Invoice Date Order No. Rep FOB 10/17/2005 Mike Respectfully submitted Per Note - This proposal may be withdrawn by us if not accepted within days. SIGNATURE We hereby submit specifications and estimates for: �'' �' �r /" SERIES AMOUNT e .f�p HIGH .dF of, c ',: � �, �,, y ,r" ,3' F,¢ ,� t: i S ' r �'' ' +.•'' ..�r+' g • . y..,.�. , ., .Z w_ r •r.. p JAMB LIFT MOTOR FINISH �"`° 1111I NI • ; r/+ .n......•w 8 �o-,,.,�sww; I •1I f ~ C/ r"." .:. &,n/ +C.."� F 1 '�'a fi r• "� , ;„7 "" :c..: ' .w :•^. pt y j d; � Jw f �'r` . � � ...n"•,p .. i!'... �J•-/ f +: 3 '+°v..+' °e ..:1 •.w - r^.., ;:-/ d6M yZ D`� ^� . f -. d'-• pa • TM .r"r � .P,% '�I 'C'. ��;d � •; 7..,rs,,. ..p�. .✓/ I, <, ) f : . d i �' I' ' w.Jk q t !'�j . v LwJ "r - � ' � p . � rtc Sit t r/ r o r✓- e f / L " 1 v r , , •,. _ 'e+" L ,,,., r!,4 fl , I �i.�• i:.rt.+' 'r ?' y^ i_ .r ,, ..... I , �°,'.. .,;:'• i au „ °:. W <..e'"�' , ,"^''r"• ..:.:r° `l aP.r i�” f , y�' �" ..eJ `4,.t 'i« `a. r •` ,m• •f �-.» y _.•. �} /�` .,, . K INSTALLATION 6�" f / T SERVICE ❑ 4.1e6 / ,+` ' '� '. DEP! IT: �, �/ / r • � � .,� . Payment to be made as follows: r` ;# ACCT. C.O.D. _: BALANCE, / ''. NO OF DOORS SERIES WIDE HIGH THICKNESS NO PANELS NO SECT. LOCK SPRING JAMB LIFT MOTOR FINISH �"`° 1111I NI r/+ .n......•w 8 �o-,,.,�sww; I •1I .A;aom , � ,.�" +: 3 '+°v..+' r r - _ c-- 4 , ,, CUSTOMER PO. NO. ,.-- DRD,ER TAKEN BY INVOICE DATE COMPLETED BY INVOICE NO. • n + r` iii mu lig= e r r 305- 885 -8088 FAX: 305- 885 -1102 _ . www_allamericandoors.com BILL TO: ; t . ZIP CODE / ' NAME ADDRESS C ='" " a' PERSON IN CHARGE BUS: PHONE a EIHONE * ALL - AMERICAN * 40 GARAGE DOORS INC. -■■ 8155 N.W. 93 ST. / MIAMI, FL 33166 SPECIALIST IN GARAGE DOORS AND AUTOMATIC OPENERS Date of Acceptance:_ WORK ORDER JOB: NAME ADDRESS EMERGENCY SERVICE ZIP CODE CITY STATE PERSON IN CHARGE BUS. PHONE HOME PHONE . I have read andagrae.to the terms and conditions of thls.contraot. ,• The seller retains to the above described until the purchase-price therefor, (IN THE EVENT THE SERVICES OF AN ATTORNEY ARE REQUIRED TO COLLECT PAYMENT OF THE PURCHASE PRICE, THE PURCHASER AGREES TO PAY INTEREST AT THE HIGHEST LEGAL RATE, PLUS REASONABLE ATTORNEY'S FEES FOR THOSE SERVICES RENDERED TO THE SELLER IN THE COLLECTION OF THE ABOVE SUM.) The purchaser has read the above obligations as part of the condition of the purchase. Note thls proposal may be withdrawn by of i not within days. ALL AMERICAN GARAGE DOORS IN will not perform or be responsible for any connections or reinstallment of alarm equipment o electrical work when Installing a garage door or garage .door opener. �.. Acceptance of Proposal • The above prices. specifications and conditions are satisfactory and are prr hereby accepted. You are authorized to do the work as specified, Payment will be made as outline above. Signature Signature ALL AMERICAN GARAGE DOOR, INC. / GUARANTEE AND WARRANTY POUCY On all new installation 1 year warranty on materials defects and Tabor from the date' of installation. On service labor 30 days warranty. On new parts replaced, 90 days warranty. Ali warranty work will be performed between regular hours Monday thru Friday ea soon as possible at the discretion of the. Company. Our warranty does not cover damage or failure caused by Acts of God, misuse, abnormal usage, improper maintenance or any repairs other than those provided by A ALL AMERICAN GARAGE DOORS, INC. Wil - V1 -fan • mit is iii mu lig= ICI ICI En 10 1111I NI MEI •11l I •1I I ZION I. IN I e r r 305- 885 -8088 FAX: 305- 885 -1102 _ . www_allamericandoors.com BILL TO: ; t . ZIP CODE / ' NAME ADDRESS C ='" " a' PERSON IN CHARGE BUS: PHONE a EIHONE * ALL - AMERICAN * 40 GARAGE DOORS INC. -■■ 8155 N.W. 93 ST. / MIAMI, FL 33166 SPECIALIST IN GARAGE DOORS AND AUTOMATIC OPENERS Date of Acceptance:_ WORK ORDER JOB: NAME ADDRESS EMERGENCY SERVICE ZIP CODE CITY STATE PERSON IN CHARGE BUS. PHONE HOME PHONE . I have read andagrae.to the terms and conditions of thls.contraot. ,• The seller retains to the above described until the purchase-price therefor, (IN THE EVENT THE SERVICES OF AN ATTORNEY ARE REQUIRED TO COLLECT PAYMENT OF THE PURCHASE PRICE, THE PURCHASER AGREES TO PAY INTEREST AT THE HIGHEST LEGAL RATE, PLUS REASONABLE ATTORNEY'S FEES FOR THOSE SERVICES RENDERED TO THE SELLER IN THE COLLECTION OF THE ABOVE SUM.) The purchaser has read the above obligations as part of the condition of the purchase. Note thls proposal may be withdrawn by of i not within days. ALL AMERICAN GARAGE DOORS IN will not perform or be responsible for any connections or reinstallment of alarm equipment o electrical work when Installing a garage door or garage .door opener. �.. Acceptance of Proposal • The above prices. specifications and conditions are satisfactory and are prr hereby accepted. You are authorized to do the work as specified, Payment will be made as outline above. Signature Signature ALL AMERICAN GARAGE DOOR, INC. / GUARANTEE AND WARRANTY POUCY On all new installation 1 year warranty on materials defects and Tabor from the date' of installation. On service labor 30 days warranty. On new parts replaced, 90 days warranty. Ali warranty work will be performed between regular hours Monday thru Friday ea soon as possible at the discretion of the. Company. Our warranty does not cover damage or failure caused by Acts of God, misuse, abnormal usage, improper maintenance or any repairs other than those provided by A ALL AMERICAN GARAGE DOORS, INC. • • • • • • • • • ••• •. •. • • • •• .. • • • • • • • • • • • • • • .• . • • • • • • • • • • • • • • .. • • • • •. • • • • • • • • • CHI %€S E. CULPEPPER JR. • • • • ; ; E•qoINceR CONSULTANTS • • • • • • • • • • • • • • • • • The Four Ambassadors 801 Brickell Bay Drive, Lobby Suite # 7 • • • • • • • • •• • •• • • •• • Miami, Florida • 305 -371 -3733 Cellular. 786-402 -7617 • • • • • Fax: 786- 316 -0030 sirapAbellsouth.net .• • • • • • If roof angle is <= 10 Deg. H+ Eave Height Otherwise h= Mean Roof Height 1143 NE 98 Th STREET MIAMI SHORES, FLORIDA COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA 4 MAX =44.79 4 MIN = -49.38 5 MAX = 44.79 5 MIN = -59.21 PRESSURE (psf) • Dimension a = 3.00 ft Note, when max absolute value is Tess than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 10.00 deg Eave Height = 14.00 ft Area = 20.50 sf Cp VALUES AREA Cp 4 0.93, -1.05 5 0.93, -1.30 Velocity Pressure Roof, q = 43.93 psf Exposure Coeff. Roof, Kz = 1.03 Wind Speed, V = 140.0 MPH Exposure Cat. = D Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 !Re- os - to�� AREA • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• CHARLES E. CULPEPPER JR. .•. f•NGI sJ1 RING CONSULTANTS • • •• • • • • • • • •• • • • • • • • • • ' r he Four Ambassadors "' "' • • 1301 Bfidcell Bay Drive, Lobby Suite # 7 Miami, Florida Office: 305 - 371 -3733 Cellular. 786-402 -7617 ." • • • " • F• er. 786- 316 -0030 sirap(5 bellsouth.net •• • • • • • • • • • • •• • ›,( If roof angle is <= 10 Deg. H+ Eave Height Otherwise h= Mean Roof Height 1143 NE 98 Th STREET MIAMI SHORES, FLORIDA COMPONENTS AND CLADDING WALLS Structures Tess than or equal to 60 ft COMPONENT PRESSURES: 4 MAX = 45.13 4 MIN = -50.09 5 MAX = 45.13 5 MIN = -56.80 PRESSURE (psf) • • Dimension a = 3.00 ft Note, when max absolute value is Tess than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6-17 Walls are less than or equal to 60 ft high. Roof Angle = 18.00 deg Mean Roof Height = 14.00 ft Area = 71.33 sf Cp VALUES AREA Cp 4 0.85, -0.96 5 0.85, -1.11 Velocity Pressure Roof, q = 43.93 psf Exposure Coeff. Roof, Kz = 1.03 wnd Speed, V = 140.0 MPH Exposure Cat. = D Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 AREA • • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • •• • • • •• • • • • ••• •• If roof angle is <= 10 Deg. H+ Eave Height Otherwise h= Mean Roof Height 1143 NE 98 Th STREET MIAMI SHORES, FLORIDA COMPONENTS AND CLADDING WALLS Structures Tess than or equal to 60 ft COMPONENT PRESSURES: 4 MAX =44.69 4 MIN = -49.29 5 MAX =44.69 5 MIN = -59.00 . •.: • CHARLES E. CULPEPPER JR. E•Ij(3INeERJNG CONSULTANTS • • • • • • • • • • • • The Four Ambassadors 801 Bridcell Bay Drive, Lobby Suite # 7 • • • • • • • ••• • • Miami, Florida • offic%% 305- 371 -3733 Cellular. 786-402 -7617 • • Fax: 386 -316 -0030 sirap • • • • • • • • •• • • • PRESSURE (psf) Dimension a = 3.00 ft Note, when max absolute value is Tess than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are Tess than or equal to 60 ft high. Roof Angle = 0.00 deg Eave Height = 12.00 ft Area= 21.64sf Cp VALUES AREA Cp 4 0.93, -1.05 5 0.93, -1.29 Velocity Pressure Roof, q = 43.93 psf Exposure Coeff. Roof, Kz = 1.03 Wind Speed, V = 140.0 MPH Exposure Cat. = D Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION 1NOTJCE OF ACCEPTANCE (N 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 Clopay Building Products Co. 8585 Duke 131vd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BO.RA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A}IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mianu 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: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled `FIDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H MODELS ", dated 11/19/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA // 01- 0427.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Candi F. Font PE. NOA No 03- 0430.04 Expiration Date: August 21. 2008 Approval Date: June 5, 2003 Page 1 DOOR BRACY PLACEMENTS H61011 T '1' iniiiillfinknInblinnnell om116COM MrmIMO■rnll•se111111 omrlmr ®/1rmim0111sv Nam 1tincrfranilionsw:Inenies• ®dQillliEMEA00 rssiartiarimaroannimaimineim E]EGIIITIMIilMi9QiIIM IIIIIMMOM iii 9' - •' los EltrintiMarillalillIEBEINIINI 1 0 -0 illaililMillinalffamoirdilltliillaim ErniMIIMillEIMSIIIMINITIMMIIIIMINIM POEMSNIIIRRStiaiThiliifiFEWHI 1IIMili ' • INSTALLER MODEL ' i( -11( U- -111 i(r- --- --,11 Ir g-- -i:' ILL M: ILL o L L - ill ; L <___ -iil — RETAIL MODEL . ` ;r ; ; I i �Ij 1 9 ,. ii.- I :ti,_ mu.. .. IiI I (>- 1' .. DESCRIPTION � } 4 '- llI iir 1)i 1r -l1 ((1-f_ -III I iI 4 300. H300 ' • HDG, 66 • 27 GA. MN. EXTERIOR SKIN: SHORT RAISED PANEL 4400, H400 •• N/A • 24 GA. 1.414. EXTERIOR- SKIN; SHORT RAISED PANEL 4401 H401 " N/A • 24 GA- A:11 EXTERIOR SKIN; FLUSH PANEL 4301 4301 • 68 27 GA. 6111. EXTERIOR SKIN; RUSH PANEL 4310. 44310 - HDGL. 67 . 27 GA. Mm. EXTERIOR SKIN; W106 RAISED PANEL - MAX. DOOR HEIGHT - 13' -0" (STANDARD HEIGHT MODELS) ' i( -11( U- -111 i(r- --- --,11 Ir g-- -i:' ILL M: ILL o L L - ill ; L <___ -iil — —� . ` ;r ; ; I i �Ij 1 9 ,. ii.- I :ti,_ mu.. .. IiI I (>- 1' .. ii ti iI r l T 11- - -" 1 i 1 I (1- ii l i f- it i i (1- -,h I r -�1 E � } 4 '- llI iir 1)i 1r -l1 ((1-f_ -III I iI MAX. DOOR WIDTH 9' 0' CLOPAY MODELS 4300, 4301, 4310, 4400. 4401. HDG. HDGL CLOPAY MODELS H400, H401, H300. H301. H310 (UP TO 12'0" HIGH1 HOLMES MODELS 66, 67; 68' REINFORCEMENT PLATE5 ATTACHED TO DOOR SKIN ' WITH PATENTED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) ' (2) INTERMEDIATE REINFORCEMENT PLATES PER ' SECTION ATTACHED WITH TOG -1 -LOC SYSTEM ' (NOT VISIBLE FROM OUTSIDE) r - - ww - A • ' ;1. i(r -1 rIrr I ii I. - III • / ' ',IL l ((>- I'd ii i(/• -IL, 44� - - '- -iii 0 0 ■ ■ ■ 4 m il : (r 11 i rr � 2 li III 11' _Co. :1ily 0 0 x Z 0 I III Nil -Till 1: IL .4 1>- 1 i 414 I. 4.4 - NIL i s TABLE 1 N I i i(R ii MAX. DOOR WIDTH a 9' - jELDE ':47 /4 ION • L LOCATION OF ' / OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' DOOR HEIGHT 6'0' TO 7'0" 7'6' TO 8'9' 9'0' TO 10'6" 10'9" TO 12'0' NUMBER OF SECTIONS 44 I 4 5 6 • SECTIONS ARE EITHER 18' OR 21' HIGH 1 'X6' '145' "X4" -14. v i r __A TWO POINT LOCKING INTO TRACK PER SFBC 3603.2. 5/8" MIN, ENGAGEMENT (OPPOSITE 540E5 - OF DOOR) (SEE LOCK OPTIONS) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED 10 W000 JAMB WITH . (3) 5/16 ".1 -5/8" WOOD LAG SCREW.. • TR CO NFIG U R A I 2" GALV. STEEL TRACK, • TRACK THICKNESS: .060' ENO STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL . TRACK. ONE LOCK ON - EACH SIDE OF DOOR. (0510E SLIDE 801 T LOCK 0911014 • HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (70 SUIT) 7YR. 2- 1/2'x12 GA. GALV. STEEL TRACK BRACKET. 4 TRACK DRACKETS PER SIDE UP TO 8' 41(0441. ' 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH). 6 TRACK BRACKETS PER SIDE UP TO 12' HIGH). - REINFORCEMENT PLATES ' ATTACHED TO DOOR SKIN WITH PATENTED 100 -1 -10C / (NOT VISIBLE FROM OU1510E) (2) INTERMEDIATE REINFORCEMENT PLATES PER SECTION. ATTACHED W,•' TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) r - -4-- A / INSIDE F(}vATION — LOCATION OF ` OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' •1= END HINGE NC AL SEE INTER. HINPE - • (CTRL WO PO CKING /� INTO M I C K LP ER 518C 3603.2. 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES 0' DOOR) (SEE LOCK OPTIONS) 01.75406 i 4- 901E 2 +6 WOOD JAMB 41114)1DE KEYED 47CK ,i)F,K BAR IOCKING 12 GA GALV. `•TT"EL TRACK) BRACKET FASTENED TO WOOD JAMB WITH ONE 5/1611 -5/8' w00D LAG SCREW PER BRACKET. / 2' GAT. 5TEEL TRACK' ' FASTENED 10 TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE' 1/4'.5/8" 80LT & NUT 8 TWO I/4" RIVETS. !AMR ' Oj1IG,URATION PRFPARATION OF .14M9 [1YQTHFRRS, END STILE LOCK BAR GUIDE , NOTE: SUPPORTING STRUCTURAL ELEMENTS SHALL .13k DESIGNED - BY A REGISTERED PROFESSIONAL ENGINEER FOR WHO LOADS • SHOWN ON THIS DRAWING. SNAP 1A101 ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH 510E OF 0009. OUTSIDES *� END ." KEYED r( STILE HANDLE INSIDE HANDLE ' OUTSIDE KTYED 1 006 ' SNAP LATCH LOCK 0P11014 , TONGUE AND GROOVE JOINTS. 27 GA. MIN. EXTERIOR STEEL SKIN J •• 26 K5, DRAWING 061(17)IE6(DH$G -40 MIN. GALV., LE • BAKED -044 POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES • OF STEEL SKIN. LOCK BAR - •' -1 ,: /4 ENGAGES IN / TRACK ON EACH SIDE • - _ OF 0008. ' e - - -- rnunci CCnllc STOP MOULDING BY DOOR INSTALLER (TO SUIT) l8 GA. GALV. STEEL ENO STILE • (END STILES HELD BY HINGE SCREWS) 8 . MIN `/. T CENTER GA .GAL STEEL R -E E GE EACH #1D x5/8' SHEET METAL SCREWS 14 GA. GAUL STEEL END HINGE • FASTENED 70 END STILES W /(4) EACH jt'14+5 /8' SHEET MEAL SCREWS AND (4) 1/4'45/8" SELF TAPPING SCREWS. 2 STEEL ROLLER. - DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING C lopay Building Products Company SILICONE FILLED CHANNEL SEPARATES ' [ FRONT AND BACK SKIN OF DOOR / — I -2" THICK 1.95' THICK 1 OEPISLTY ' I I EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED ' (SUPPLIED BY FACLON MANUFACURING) TO BOTH E AND INTERIOR SKINS. CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, OH 45040 (513) 770 -•800 I 1 7 -8-97 ENT ADDED IAAXIMUM V OPENING I gt4o, I KO , • NO. 1x1 wares ,o+. um. x,114: 4 70.UT 18 4. � r.-so W w 3 7/2003 I' 1' : M ION : /oi: n 44 84 .:one., 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) • #14 +5/8 _ SHEET METAL SCREWS. SE'TIOI4 4 - 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES 'W /(4) #1415/5' • SHEET METAL SCREWS AND (4) 1/4'.3/4' SELF TAPPING SCREWS 3" TALL x 20 GA. GALV. • STEEL U-BAR. TWO PER DOOR SECTION. ATTACHED • WITH (6) 1/4'x3/4• SELF TAPPING SCREWS PER U -BAR, (2) ON EACH END & (2) AT CENTER HINGE LOCATION. • �-(4) 1/4'.3,/ SELF TAPPING SCREWS 14 GA FM HINGE 27 GA. INTERIOR STEEL SKIN IORA.WING DUALITY) a. WITH 0 - MIN. GALV., BAIT 7D -ON PRIMER AND A BAKED -09 POLYESTER PAINTED TOP COAT APPLIED TO GOTH SIDES OF STEEL SKIN. \ L 13 GA. GALV. 51 8710_B MRACKT 6 ' \ \` ATTACHED WITH 1(2) 561 ]0 14x5/8 SHEET METAL SCREWS. • ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, " (4) 01445/8" SHEET METAL SCREWS 18 G9 IJTERL4FDIATF HINGE • - 1 . GA. INTER. HINGES USED ON 24 GA. EXTERIOR • SKIN DOOR MODELS THE 246 VERTICAL w00D JAMBS .4942 TO DE GRADE 2 OR 8E1TER YELL045 PINE. NO LOAD 15 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REOUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2,6 W000 JAMB CAN BE ANCHORED TO GROIJT REINFORCED "" BLoCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS ' if 5 BAR EXTENDING IMO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4'x1 - 3/4' 244820 TAPCON CONCRETE • ANCHORS STA9TING 61 NO 4408E THAN 8' FROM BOTTOM AND 16' O.C., OR WITH 3/9'34" (1 -3/4' EMBED) - RA'WL LOK /BOLT A4CHOP. STARTING AT NO MORE TNAN 0 FROM BOTTOM AND 24' O.C. 0651G14 LOADS: +48.0 P5F & -60.0 PSF. MITA 'tom" ' 12'O'H 9'0 . 12'0 "H °'HOG /HDGL. 66/68. 4300/01. 44310/6 •400/01,14 MODELS >vv 101723 I 3 Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO �- 05-1o9 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: Jeld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door �Y APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None / 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 this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA-revises and renews NOA # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. NOA No 02- 1211.10 Expiration Date; July 17, 2008 t� Approval Date: Janu'ary 23, 2003 'page 1 T \ Q l \- \/ TABLE OF CONTENTS SHEET // DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 DOUBLE 6'8" WOOD FRAME (ANCHORS, ELEVATION) 3 DOUBLE 8'0" WOOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON jDOOR MODELS, LOCK DETAILS) i JELD -WE EEL OUTSWING OPAL DOOR WOOD EDGE INSULATED STEI WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TON SOUTH FLORIDA BUILDING CODE 1994 EDITION MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR Cr WOOD FRAMES; SEE TABLE THIS SHEET — FOR B'0" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door 1 cal Construction: Foce sheets: 24 go. (0.020 ") minimum thickness, Galvanized steel A -525 commercial Quality — AKDO per ASTM 620 with yield strength Fy(min.) =24.600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminoted Veneered Lumber stiles - and a wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74-1 /2" O.A. 6' -8" HEIGHT • COLONIAL 6 PANEL D VIEWED FROM EX'TERI (SHOWN FOR CLARITY OF VIEW) DESIGN! PRESSURE RAf I NI G NEGAT HERE WATER INFILTRATION I WIIERE WATER INFILTRATION REQUIREMENT I5 NEEDED n8.0 p „ — 51.0 psf AX. FRAME WIDTH 74 - 1/2” 8' -0" HEIGHT OOR OR Approved J1 rnrnpl)inK irh the Florid4 I1.1U'nc Cnde RDAs o hMIsol Dude Product Ceotp 1 DiTbleu Ily x 0 0 - ' Z N I. m ter` rn m Q. 3 0 x ri z (? z n w x 5 'n O 'O o ^ w x 2 M (J 8. 0 0 a. J COW TAD DO < 00 CC CL O w 0 — o z t ' n F— F— Ogo: O O O 10 O Z DC9921 5C Y 0 0 m DATE: 9/25/00 ,yEALE: N.T.S. 09G. OY: TA! cut!, Or: RW DRAWING 110: Lxi 0 0 O Z CONSULTING (813) 684 -3831 SIIEET I OF 6_ REQUIREMENT 15 (101 NEEDED .5.0 psf — -51.0 psi GENERAL REVISION /\ V V I f V V . . � \ / \ / / O a[i. / \ O / / l O / T \ Q l \- \/ TABLE OF CONTENTS SHEET // DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 DOUBLE 6'8" WOOD FRAME (ANCHORS, ELEVATION) 3 DOUBLE 8'0" WOOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON jDOOR MODELS, LOCK DETAILS) i JELD -WE EEL OUTSWING OPAL DOOR WOOD EDGE INSULATED STEI WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TON SOUTH FLORIDA BUILDING CODE 1994 EDITION MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR Cr WOOD FRAMES; SEE TABLE THIS SHEET — FOR B'0" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door 1 cal Construction: Foce sheets: 24 go. (0.020 ") minimum thickness, Galvanized steel A -525 commercial Quality — AKDO per ASTM 620 with yield strength Fy(min.) =24.600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminoted Veneered Lumber stiles - and a wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74-1 /2" O.A. 6' -8" HEIGHT • COLONIAL 6 PANEL D VIEWED FROM EX'TERI (SHOWN FOR CLARITY OF VIEW) DESIGN! PRESSURE RAf I NI G NEGAT HERE WATER INFILTRATION I WIIERE WATER INFILTRATION REQUIREMENT I5 NEEDED n8.0 p „ — 51.0 psf AX. FRAME WIDTH 74 - 1/2” 8' -0" HEIGHT OOR OR Approved J1 rnrnpl)inK irh the Florid4 I1.1U'nc Cnde RDAs o hMIsol Dude Product Ceotp 1 DiTbleu Ily x 0 0 - ' Z N I. m ter` rn m Q. 3 0 x ri z (? z n w x 5 'n O 'O o ^ w x 2 M (J 8. 0 0 a. J COW TAD DO < 00 CC CL O w 0 — o z t ' n F— F— Ogo: O O O 10 O Z DC9921 5C Y 0 0 m DATE: 9/25/00 ,yEALE: N.T.S. 09G. OY: TA! cut!, Or: RW DRAWING 110: Lxi 0 0 O Z CONSULTING (813) 684 -3831 SIIEET I OF 6_ REQUIREMENT 15 (101 NEEDED .5.0 psf — -51.0 psi GENERAL REVISION /\ 0. A. MAX. FRAME HEIGHT 81 -3/3" \ / / O / O / TABLE OF CONTENTS SHEET // DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 DOUBLE 6'8" WOOD FRAME (ANCHORS, ELEVATION) 3 DOUBLE 8'0" WOOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON jDOOR MODELS, LOCK DETAILS) i JELD -WE EEL OUTSWING OPAL DOOR WOOD EDGE INSULATED STEI WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TON SOUTH FLORIDA BUILDING CODE 1994 EDITION MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR Cr WOOD FRAMES; SEE TABLE THIS SHEET — FOR B'0" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door 1 cal Construction: Foce sheets: 24 go. (0.020 ") minimum thickness, Galvanized steel A -525 commercial Quality — AKDO per ASTM 620 with yield strength Fy(min.) =24.600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminoted Veneered Lumber stiles - and a wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74-1 /2" O.A. 6' -8" HEIGHT • COLONIAL 6 PANEL D VIEWED FROM EX'TERI (SHOWN FOR CLARITY OF VIEW) DESIGN! PRESSURE RAf I NI G NEGAT HERE WATER INFILTRATION I WIIERE WATER INFILTRATION REQUIREMENT I5 NEEDED n8.0 p „ — 51.0 psf AX. FRAME WIDTH 74 - 1/2” 8' -0" HEIGHT OOR OR Approved J1 rnrnpl)inK irh the Florid4 I1.1U'nc Cnde RDAs o hMIsol Dude Product Ceotp 1 DiTbleu Ily x 0 0 - ' Z N I. m ter` rn m Q. 3 0 x ri z (? z n w x 5 'n O 'O o ^ w x 2 M (J 8. 0 0 a. J COW TAD DO < 00 CC CL O w 0 — o z t ' n F— F— Ogo: O O O 10 O Z DC9921 5C Y 0 0 m DATE: 9/25/00 ,yEALE: N.T.S. 09G. OY: TA! cut!, Or: RW DRAWING 110: Lxi 0 0 O Z CONSULTING (813) 684 -3831 SIIEET I OF 6_ REQUIREMENT 15 (101 NEEDED .5.0 psf — -51.0 psi GENERAL REVISION JELD -WE EEL OUTSWING OPAL DOOR WOOD EDGE INSULATED STEI WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TON SOUTH FLORIDA BUILDING CODE 1994 EDITION MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR Cr WOOD FRAMES; SEE TABLE THIS SHEET — FOR B'0" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door 1 cal Construction: Foce sheets: 24 go. (0.020 ") minimum thickness, Galvanized steel A -525 commercial Quality — AKDO per ASTM 620 with yield strength Fy(min.) =24.600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminoted Veneered Lumber stiles - and a wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74-1 /2" O.A. 6' -8" HEIGHT • COLONIAL 6 PANEL D VIEWED FROM EX'TERI (SHOWN FOR CLARITY OF VIEW) DESIGN! PRESSURE RAf I NI G NEGAT HERE WATER INFILTRATION I WIIERE WATER INFILTRATION REQUIREMENT I5 NEEDED n8.0 p „ — 51.0 psf AX. FRAME WIDTH 74 - 1/2” 8' -0" HEIGHT OOR OR Approved J1 rnrnpl)inK irh the Florid4 I1.1U'nc Cnde RDAs o hMIsol Dude Product Ceotp 1 DiTbleu Ily x 0 0 - ' Z N I. m ter` rn m Q. 3 0 x ri z (? z n w x 5 'n O 'O o ^ w x 2 M (J 8. 0 0 a. J COW TAD DO < 00 CC CL O w 0 — o z t ' n F— F— Ogo: O O O 10 O Z DC9921 5C Y 0 0 m DATE: 9/25/00 ,yEALE: N.T.S. 09G. OY: TA! cut!, Or: RW DRAWING 110: Lxi 0 0 O Z CONSULTING (813) 684 -3831 SIIEET I OF 6_ REQUIREMENT 15 (101 NEEDED .5.0 psf — -51.0 psi GENERAL REVISION 0 ° n [1 Anchors Typical Opposite Jomb 14 TYP. 14' TYP. 14 TYP. 14' TYP. 14ll TYP. L X12•—' MAX. ANCHOR LOCATIONS 6 m I4 t1 [... — '—. I + an seeraest, r 6'8' 6 PANEL DOOR VIEWED FROM EXTERIOR • (SHOWN FOR CLARITY OF VIEW) A; ,vns:it as romp:yinp niW ih. Florida Ruittiag C nlr Ihrlc /� l Date_ C � L MlamlD do Prafuct can 1 D r `_7�1 0. a —I it cr W Q 00= 00� 2J ° Lo Z N yOZ In Ce 0DO 0 0 Z z 0 >> Q : 00) lOw Lacs J Z O cr � 0 x U Z z nr 0 v 0 m 0 D 0 Z z 0 CONSULTING (813) 684 -3831 DAIC: 9 /25/00 SCNE: N. Ow:. OY: rJH cHR. By. RW DRAWING NO.: DC9921 slierr . , 2 OF _li_ [I1 Anchors Typical Opposite Jamb eL f- 6" 1 MAX. ANCHOR LOCATIONS —12 " -- MAX. 6" r 1 it L 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) i r .r ppn, eA ar compI. witli Ills Florida . Ipoling ■ jle Dale Wiz. 200[ N o,w AtirmI Dale Product Cog:rut Ili iann / .// 0 0 a Lai J w CO wDa O Ott op"- a_- O0O c�N3 y pZ to w D 5O O DO �0 z 0 owe. Dr: TJH z ac lJ lJ • w a r CONSULTING (813) 684 -383 DATE: 9/25/00 SCALE: N.T.S. 0 (n c(5, nY: RW DRAWIHf, NO.: I)C9021 SHEET 3 OF 6 4 (TYP. INSTALLATION IN 2X w000 BUCK) 0 1 -3/4' 36.0" MAX. WIDTH ACTIVE PANEL IIP X EXTERIOR 32 36.75" MAX. WIDTH W /ASTRAGAL 1� HORIZONTAL CROSS SECTION NOTE: 1 . 6'8 AND 8'0 ASTRAGAL 1/9 X 1 " PFH WS MAX. 13" ON CENTER 0 26 0 F M ill Tip/ is ‘ r , it, ACTIVE PANEL W/ ASTRAGAL. Wm- 1 -1/4 MIN. TYP. INSTALLATION HRU 2X W00 BUCK INTO MASONRY) a<eomOiuvnith the Florida Ilui is Col • Ilul D ar:11�i u� le Droslorl P i 1' illl (0 1,1OQ DOW 00 CL i0 O LIO O t— Ul ND D ~ o 5 0D 0 � Z 5 z 0 V W u 0 1C) 0 V1 0 14.1 J (b 0 H O 0 N 0 0 0 0 z 0 a 0 0 0 Z CONSULTING (813) 684 -.383 v) z 0 In Cure: 9 /25/00 SCALE: N.T.S. _ OWC 01: (,IH 01111. Di: RV 013*0 (0 1101 DC9921 S11(01 4 01 4 n 1 . 1 5" MIN. EMB. - —J 0. A. MAX. FRAME WIDTH 74.5" INTERIOR e, ITEM DESCRIPTION 1 N/A 2 Hinge jamb (1 -1/4" x 4 -1/2" Wood Jamb) - PINE 3 Heod jamb ( 1 -1/4" x 4 -1/2" Wood Jamb) - PINE 4 4" x 4" butt hinges 12ga.(.097 ") C.R. STEEL 5 N/A 6 9 X 1" PFH wood screw (hinge to frame) 7 1/8 x 3" PFH wood screw 8 10 x 2" PFH wood screw 9 1/4" topcon (1 -1/4" into masonry) ITW BUILDEX TAPCON (10A 96- 1226.03) or ELCO TAPCON (NOA 1 97- 0731.15) 10 N/A 11 N/A 12 Bumper threshold (1 -1/4 "x 4 5/8 x 5/8" extruded oIum.) 13 Compression weatherstrip Schlegel 0 -Lon ODS 650 14 Extruded Aluminum Astragal (Imperial # ANH) 15 (f9 x 1 "•PFH wood screw 16 Face sheet 24g0.(.020 thk.min)golv.steel A -525 Fy= 24,600 psi. 17 N/A 18 Top Rail (wood 1.67" x 1.042 ") ' 19 Bottom Rail (wood 1.067" x 1.065 ") 20 Side Stile (wood 1.067" x 1.042" laminated veneer lumber) 21 Wood lock reinforcement (1.67" x 2.75" x 4.75 ") 22 Astragal Throw Bolt ( Steel .31" diameter 19.25" long) 23 N/A 24 N/A 25 N/A 26 Astragal Reinforcement Plate - located tog and bottom of Astragal (1.125" wide x 18.0" long X .060' thick steel Attached with 8 -' /16 x 1" PFH Wood Screw 27 Kwikset titan series lock /1 200 28_ 29 Kwikset titan series deodbolt if 600 /18 X 1 -1/2" PFH WS 30 Masonry wall 31 2x wood buck 32 Expanded Polystyrene (1.0 to 1.25 lb. Density) . DYLITE MFG. BY JELD -WEN 33 1/4" max. shim space 34 Wood lock reinforcement (1.67" :< 2.75" x .11.875")__ _ WOOD OR MASONRY SUBSTRATE (TYPICAL) - ;J8 PFH WS IN WOOD SUBSTRATE (0!1:1 1.15" EMB.) OR TAPCON TYPE ANCHOR FOR MASONRY `; UBSTRATE (MIN. 1.25" DAB.) A I I'mved nc cool plrina wilb the Flonda Iluidin —g-,. a cc'{ry/, • Roe_ Ro Miami Dade Pnxluct,Cuy l 11i / / Ilv co 4 1Oo 0 0tr OO oo0 w o z iM 3oz to w jn0 p 0 o too a cn z z 4 t.t 0 a 0 w VA•Mllr. VO.: RC9i121 ;ITV 5 OF 6 U z c v o: CONSULTING (813) 684 -3831 WE: 0/25/00 SCALE: N.T.S. Dn. DY TJII _ C11K. DY: RW (T� NOTE: 1. 6'8 DOOR LATCH LOCATED AT 2. 6'8 DOOR DEADBOLT LOCATED 3. 8'0 DOOR LATCH LOCATED AT 4. 8'9 DOOR DEAOBOLT I..00ATED 36.0" FROM BOTTOM OF PANEL. AT 41.5" FROM BOTTOM OF PANEL. 36.0" FROM BOTTOM OF PANEL. AT 48.0" FROM BOTTOM OF PANEL. MAX. PANEL WIDTH 36.0' r fgo c-o ,o 0 0 ❑ DOOR MODELS (FLUSH and .EMBOSSED) 000 000 O 00 O 00 O 00 000 0 0 AN nn c,l a. Inn1111yinR nigh the FlnriJa 11011ing Code KnAll - , AliamlUndeProduUCN 11i+i.1 p/ �. JW m`z 07Q V/ EC 0 0 00L NQ EL - O W LI Ow0 00 ZCn m : -' p Z r. O O - ono 7 00O O o v, 0 07 T 1- O z O1 CUM. Dr: RW DRAWING NO D00021 rc re U el 0 w 1- CONSULTING • (813) 684 -3831 DATE: 0/25/00 SCALE.: N. F.S. OWD Rv. F.IH SIIEET b OF b TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 . VERTICAL CROSS SECTIONS 3 HORIZONTAL,CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING' LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF-MATERIALS & GLAZING DETAILS DESIGN PRESSURE RATING j /// REQUIREMENT R IS NEEDED POSITNE + 50.0 PSF NEGATIVE — 46.0 PSF JELD -WEN® STEEL GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door 1 eaf Construction: 24 ga. (0.021') minimum thickness, 25 ga. 0,018") minimum thickness ,.galvanized steel A— 25 commercial quality — AKDQ per ASTM 620 with yield strength Fy(ave.) =24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. o s rene (EPS el withe sheets ral glued 1 expanded ee eerd lumber stiles and a wood block reinforcement. )nme ,Cprlstru The head j 9 b 5 " 25 s m er of ttedd Ine rneasurin 4 2 ead vino side jambs ore rH butted and joined using (3) 7/8" x 2" wire staples. The threshold used is an aluminum outswing bumpfoce measuring 4.625" 1". 74.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL WIDTH W /ASTRAGAL r _ v 0 • O O v 1 • DOUBLE DOOR ELEVATION 105.25" MAX. OVERALL WIDTH 21.8175" 14" MAX. MAX. D.L.01 PANEL WIDTH 0 Rh •p 36" MAX. PANEL d m 0 WIDTH e 0 0 0 0 v 1 a 0 • 0 1 v 0 SINGLE DOOR W /SIDELffES ELEVATION 15.5" MAX. 37.5" MAX. OVERALL WIDTH FRAME WID N io 0 J d N M 68.5" MAX. OVERALL WIDTH on O 1 0 v SINGLE DOOR ELEVATION GLAZED DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR) 6" MAX. D. L.0. 19.625" MAX. D.L.O. PRODUCrREYISED asamplyleguigkilfloida BeidisoCalit Areettswe OZ- 1211.10 Z ccO N CD a) Z CD RI W CO LO 0 W ^ 2 • 0 ") 0 - 0 5- a 0 N ..f cD 8 C0 0 z (n z 0 BUILDING CONSULTANTS, INC 813.684.3831 DATE 12/009 SCALE: N.T.S. DWG. Br: TJH CHK. er RW DRAWING NO.: S -2004 SHEET 1 OF 7 W In FIXED °• s e•. : 01. -1111 11 - ® r o .1 pl . II I J r1:' air : -... 0 0 o .75" GLASS THK. OPERABLE SEE NOTE #2 SHT. 7 .020" MIN. SKIN INTERIOR 1.75" MAX. PANEL THK. VERTICAE CROSS — SECTION ' aft FE Myra mer+ mob 0 0 SEE NOTE #1 SHT. 7 7 i4 g E N m N 0 • U .5" MIN. GLASS THK. VERTICAL CROSS — SECTION .020" MIN. SKIN THK. • N 0 N <0 151 e r ' - I 0 e • a D I .020" MIN. I SKIN 0 1.75" MAX. n -! PANEL THK. ° 0 mar .5" MAX. GLASS THK. INTERIOR i SEE NOTE #1 SHT. 7 VERTICAL C 'OSS— SECTION J o W • N E z I0 N PRODUCT REVISED erpb'dgwI IM Milk Balding Cale Atotratace N 02� X211.10 x 000 V r.n EEE 6 U' N Dn. SY:" TJH MK. BY: RW DRMING NO.: • . S -2004 w DATE 12/01/99 sra. 1/2" = 1" SHEEP 2 OF 7 z BUILDING CONSULTANTS. INC. 813.684.3831 SEE NOTE # 1' SHT. 3 SEE NOTE #1 SHT. 7 1•L AL ASTRAGAL. TYP. EXTERIOR 0 .25" MAX. SHIM .15" MIN. COUNTERSINK 1.15" MIN. EMB. g F ' V�1 SEE NOTE #2 SHT. 7 3 HORIZONTAL. CROSS SECTION 3 AT LATCH JAMB TO BUCK. TYP. EXTERIOR 'n INTERIOR NOTES: 1. SPACING FOR #18A 1", 2 1/2 ", 4 ", 5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE #1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2", 1.3", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEAD8OLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. .15" MIN. COUNTERSINK OP: 0011 v _ 4 AT HINGE JAMB SS TO BUCK. TYP, 1. 5" MIN. EMB. .25" MAX. SHIM THK. JELD -WEN, INC. -` 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 11/08/02 GENERAL REVISION KMN 1 6 29 00 GENERAL REVISION TJH NO. DATE BY REVISIONS PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL. CROSSE TIONS 1/3, &33 ✓L� BUILDING CONSULTANTS. INC. 813.684.3831 DATE: 12/01/99 sCALE:1 /2" = 1" DWG. CHIC ar: RW DRAWING NO.: S -2004 SHEET 3 OF 7 1.15" MIN. • 0 • regi 1 41! ‚ Q • 4 EMB. EXTERIOR INTERIOR .25" MAX. SHIM THK. g c 3 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB. TYP. .15 MIN. r COUNTERSINK SEE NOTE # SHT. 4 • ° W n • a SEE NOTE #1 SHT. 7 0 4 11 HORIZONTAL CROSS SECTION AT - SIDELITE TO BUCK. TYP. .15" M N. COUNTERSINK { EXTERIOR x Z INTERIOR � • i wirir ii ip - ' PP' oil r Art O SEE NOTE #1 SHT. 4 SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 NOTESI 1. SPACING FOR ATTACH THE JAMB IS AS DOWN 6" & BOTTOM UP .15" MIN. COUNTERSINK 22 HORIZONTAL CROSS SECTION AT SIDFI ITE TO LATCH JAMB. TYP, ITEM #33, WHEN USED TO SIDELITE TO THE SIDELITE FOLLOWS; FROM THE TOP 30 ". THE SPACING FROM THE IS THE SAME. Z 0 C SEE NOTE #1 SHT. 7 JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 NO 1 008 02 6 29 /OD DATE KMN TJH GENERAL REVISION GENERAL REVISION BY REVISIONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL , / 4R& 3/4 IONS BUILDING CONSULTANTS. INC. 813.684.3831 PRODUCT IEV ID as amvbigi with r liblY Baba Olds Aeceptasce 2 -10 DATE: 12/01/99 scup 1/2" = 1" DWG. BY: TJH CHN. BY: RW DRAWING NO.: S -2004 SHEET 4 of 7 Vi BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Windows & Doors 71 Progress Avenue Cranberry Township, PA 16066 SCOPL 1 - 1 VIOL /I08 U -356 MLAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and re la The documentation submitted has been reviewed b � uoAS governing the use of construction materials. by the Board of Rules and A pis Y Miami -Dade County Product Control Division and accepted the Au Having j FORA) to be used in Miami Dade County and other areas where allowed b y tl�ty ng urisdiction (AHJ). This NOA shall not be valid after the expiration date stared below. The ami -Dade County Product Contro Divisiotf (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) 1 have this product or material tested for assurance �') fe�� the right to 9 quality surance purposes. If this product or material fails to the per, the manufacturer will incur the expense of such testing and the AHJ may i perform in revoke, modify, or suspend the use of such product or material within jurisdiction_ Y mrnhei to revoke this acceptance, if it is deteratined by Miami -Dade County Product Control trol Division hat this product or materialfads to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Euildi includiug'die High Velocity Hurricane Zone. ' ng Code, DESCRIPTION: Series "Dora13" Outswing Aluminum Patio Door (L M.L) t� APPROVAL DOCUMENT: Drawing No. 04413 -001A, d c 1 /1/04, titled "Series "Doral 3" Outswing Aluminwn Patio Door - L.M.I_ ", sheets 1 through 6 of 6, prepared b Traco Windows & Doors Inc., signed an d sealed by Frank LBennardo, P.E., bearing the Miami -Dade County NoticedtAcceptance number and approval date by the Miami-Dade Co Control Product Control D v sion. the p MISSILE IMPACT RATING: Large Missile impact v LABELING: Each unit shall bear a permanent label with the mamtffc following statement: "Miami -Dade County Product Control Approved", lesse a or se o. city, rei and RENEWAL of this NOA shall be considered after a renewal application ifrezwi noted heherein. change a the applicable building code negatively application has been filed and there has been no TERMINATION of this NOA will occur after the expiration date or if t has bee macertab. use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement any the pmdut.for sales, advertising or any other purposes shall automatically tem inate 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 b expiration dam may be displayed in advertising literature. If any portion of the NOA is displayed, by be doneio its entirety. the ex P Yed. then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page )sled E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ) \°' NOA No 04- 012237 Expiration Date: April 22, 2009 a/ Approval Date: April 22, 2004 Page 1 O 3 7 3 3 4 3 c i • • • i- 2 • � CLUSTER OF 13) APICHOFS (REF ANCHOR , NDTE9, SHEET 3), AS SHOWN.•EXCEPT FOR PI2 SCREW OR 3/16' TAPCON INTO W000 OR WOOD BUCK WHERE (4) ANCHORS ARE RECD.. 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP• TOP 8 BOTTOM) TYPICAL ANCHOR 0 J 0 z 0 x x z 2 SIDEUTE PANEL WIDTH (36' /Mx) IZAF PANEL 11TDTH (36' MAX) LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SIDELITES OVERALL FRAME WI0 (144" MAX) LEAF PANEL WIDTH (36" MAX) ® EXTERIOR ELEVATION: SNAP - MULLION SIDELITES AS SHOP /F1, OR OXX, XXO, OXO, X0, OX, orXX CONFIG USE TYP. IAMB FASTENING CONFIGURATION FOR AU. CASES, AS SHOWN (N .T.S.) CLUSTER OF (5) ANCHORS (REF ANCHOR NOTES, SHEET 3), 3' MIN. SPACING BETWEEN CLUSTERAHCHORS (TYP. TOP 8 BOTTOId) SIDEU1E PANEL WIDTH (36' LIAR) 12' MAX TYP 6" HIT TYP ,c GENERAL NOTES: 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HIS BEEN DESIGNED M0 TESTED IN COMPUA/)CE WA14 THE FLORIDA BUILDING CODE 2001 (HIGH VELOCITY HURRICANE ZONE) AND MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 6 203. 2. A 33 -I/3% INCREASE 117 ALLOWABLE STRESS HAS BEEN USED in THE DESIGN OF THIS DOOR SYSTEM. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYS7EH SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER ML+MI -DARE COUNTY PROTOCOLSTAS -203, TAS -202, 8 TAS -203 AS REFERENCED 17I TEST REPORT 40023. 1007 -03 BY HURRICANE TEST LABORATORY (HTL). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT PROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL APPLY FOR ONE - TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN COIUUNCTICNI WITH THIS DOCUMENT. 6. PERMIT HOU2ER SHALL VERIFY THE ADEQUACY 07111E EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. W000 BUCKS (NOT BY TRA00) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTIIIG STRUCTURE. 7. D00RS PANELS GLAZED WITH 7/16' LA)11NATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR AU. INSTALLATIONS. 8. ALL STEEL DI CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. DESIGN PRESSURES: +S5 PSF / -60 PSF ' 1 1.10.14 :r}w • 1 n SIOCLITE PANEL WIOTN (36" MAX) 24' --j MAX . � TYP 0 • T -- • I 6 0 3 a -' 1 • CLUSTER OF (5) ANCHORS (REF ANCHOR NOTES. SHEET 3), 3' MEIN. SPACING SET'NEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) a s -a. z 0 L 0 0 z LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH S ,DELITES FRAME WLD1H - TESTED SIZE = 148' SIDELITC PANEL MOTH (36 MAX) © EXTERIOR ELEVATION: TUBE - MULLION SIDEUTES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X CO)IFIG USE TYP. JAMB FASTENING COHFIGURATTON FOR ALL CASES, AS SHOWN ' 6 ° TYP( a DESIGN PRESSURES: +90 PSF / - PSF 7/16' LAMINATED GLASS: 3/15 ITS x 0.090" SOLUTIA SAFLBX PVB x 3/16" HS 5/8" TYP AOYESNE BEDDING COMPOUND GLAZING DETAIL (uEAF stDFLrTE) Full SCALE D 0 0 ry D D H 4 • D J E:3STlllG SU JC1 JRE NOPT?CVALL Ix OR 2 C WOOD BICH= MOAN) PERILI. SEAL BY OTHERS GIAZHIG tY 0 a • w m SEE ANCHOR NOTES FOR ANWAR TYPES MD ENDEDTD/T. SEE ELEVANON roR LOCATIONS 8 SPA.CNIG d i O SECTION OF RESIDENTIAL DOOR HALF SCALE SAC ANC 4 R MOTES FOR ANCHOR ES AND ENBCOLIE?JI. SEC ELEVATION FOR LOCATTDXiS d: SPAGIND. I/4" SHIT! MAX. BY .PtSTALLCR ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AIR) SILL, NO SILL RISER RECTO WHEN 8N/D UMLLION It USCQ REED APPLIED SEAL EXISTING. STRUCTURE O ASTRAGAL DETAIL HALF SCALE - FLLSHOOUT ACTNaf101I L R OH IISICE TOP AI D �OOTTOI AT ACTIVE PANEL TO WOOD = • . kW J...•S d1 T 16 • • A' • _ 01 ' FLDO) W)TM 1 - 1/2' MINIMUM EMBEDMENT. EXTERIOR AND INTERIOR FINISHES. BREAK METALS AND FLASHING BY OTHERS. FRAME 'NINTH MASONRY OPEH.Ttt ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIOITS, 2. ANCHOR ETAEEDMENF SHALL BE INTO BASE MATERIAL„ EXCLUDING STUCCO OR OTHER WAIL FTOIISH. GREATER 3. ease GROUT -FI L D 88 (MI ZODO C OMPRESSIV STRENGTH FOR GROUT), 0 ' CONCRETE (MIN 3000 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. S. ENSURE MINIMUM OF 2-1/2' EDGE DISTANCE FOR ALL ANCHORS INTO ROUT - FILLED BLOCK OR CONCRETE ARO MINIMUM OF 1.1/2' EDGE DISTANCE FOR ALL W00D ANORS. 6. ANCHOR OPTIONS OO FOR INSTALLATION ARE AS FOLLOWS; X14" At4X. SHIP SI INSTALLER ALL SCREW HEADS TD BE STALED SY INSTALLER Tip. AT JAMB. OtOCK ( O4 MU /.1 OR 7x WOOD BUCK) 3/16" OR 1/4' TAPCONS (ITN O0. ELCO) WITH 1 -1/4' MINIMUM ENBEDLNENT TO 00110 OR GROUT- FILLED BLOCK. EXISTING STSIXTSRE W MO (OPTIONAL HOT I ) • • IAMB DETAIL HALF SCALE SCE ANKH NOTES TOR MICHOR TYPES MO . EMBEDMENT. SEE ELEVATION FOR LCCATQAS .!4 SPACING. 1 /4' CO CO D) L) LC) @ C"] F �-1 CO . 1 . r COSTING S12WCTURE IQP 4Y.TAL IX OR 2X WOOD 61)34 NOT SHOHR) 2 z 0 O 0 0 PERIM. SEAL BY OTHERS GLAZING 4 SCE ANCHOR NDTCS TOR AHEM= TYPES AND EUBEDUENT. SEE ELEVATION TOR LOCATIONS 8 SPACING. - 5£C ANCHOR NOTES FOR ANCHOR l LS AND MBEDUE7HT. 56C m t ° ELEVATION F LOCQ)02S do SPACING. O SECTION OF RESIDENTIAL DOOR HALF SCALE NO 8111. RISER REOU WHEN MAP MULLION Iat&Ep, 1/4 SHIM MAX. .WSTALLCR ALL SCREW HEADS TO BE SEALED BY DSTALLER TTP. M HFA0 ONO 511. F r EXTERIOR O ASTRAGAL DETAIL HALF SCALE USHBOLT AC1TVAADH LEVER 011 DIME TOP a1D BOTTOW AT ACNYE • PANEL (NOTE M6RIOR AND INTERIOR FINISHES. BREAK METALS A•I0 FLASHING BY OTHERS. FRAME WIDTH MASONRY OPEPIVIG I /4 MAX. SHW SV RFSGLLCR ALL SCREW HEADS TO BE SCALED S/ INSTALLER T(P. AT IAMB. ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S MO RECOMMENDATIONS, APPLIED 2. ANCHOR EMEEOME►(TSHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER SEAL WALL FINISH. ]. BASE MATERIAL SHAIL86 WOOD CG -0.55 OR GREATER SPECIFIC GRAVITY , R 4 SRO jL (MIN 2000 pd COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE ` E141511 NS 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR UTCATIONS AND SPACING. c STAUCIURB 5. ENSURE MINIMUM OF 2 -1/2' EDGE DISTANCE FOR ALL ANCHORS INTO GROUT-FILLED BLOCK OR CONCRETi LARD MINIMUM OP 1.1/2' EDGE DISTANCE R AU. WOOD MOTORS. 6, ANCHOR OPTIONS FO N FOR INSTALLATION ARE AS FOLLOWS: 2x WOO • BUCK T - • y.,T.. •1• *I 5, .16 ELCA) WITH 1.1/2' MINIMUM EMBE MINT. TO CONC Qg�R GROUT-FILLED BLQOC ZDIRECTLY OR THRU lx OR Tx WOOD BUCK) 3/16" OR 1/4' TAPCONS (ITW OR ELCO) vim 1 -1/4" MINIMUM EMBEDMENT TO 0011C OR GROUT -FILLED BLOCK. • PERIMETER SEAL TYP. BY 01)IERS EXASTWG &TF1.'GTURE 1V OCO 4 IX UCK fOT zle OROH JAMB DETAIL HALF SCALE SCE 4/1,6HCR NOTES FOR ANCHOR TYPES AIID EMBEDMENT. SEE Ei.EVANOH FOR LCCATIOAS 1s SPACING. 1/4 0 0 O O a 3 ` J • i a • • EXPSTIIIG STRUCTURE (CPT)ONAI. IX CR 7XYSIC D EWER I Slxngq 6. o Cs SEE A tiC:ICR ROTES FOR A IUGHCR TYPES A /ID EMBEDIACNT. SEE ELCVATION FOR LOCATXINS & SPA&DR). a 'ERIMETE4 SEAL THERS) SEE ANCWDR NOTES FOR AhrRCR TWEE A)ID EVBEI»4EUI. • SEE ELEVATION FQR LDC7STIONS & SPACING. co ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL. SECTION OF SIDELITE HALF SCALE 1/4 SHIM WAX. SY INSTALLER EXISTING S1M CTURC EX44TIH0 STRUCTURE (OPTIOWSL IX OR 2X WOOD BUCK NOT MOWS VOTE: CYTERIOR AND 10ITERI0R FINIS11cS, BREAK METALS AND FLASHING BY OTHERS. I /4' SHIM MAX 8Y INSTALLER PERIMETER SEAL EN OTHERS FRAME WIDTH #8 x 2 NT FH SMS SEE ELEV. FOR LOCATION EXTERIOR. FRAME WIDTH MASONRY OPENING EXTERIOR FRAME WIDTH ALL SCRCYI HEADS TO BE SCALED AY INSTALLER TYP. At Jams. APPLY STRUCTURAL SILICONE 70 BOTH LEGS PRIOR TO SNAPFifG MULLION PARIS TOGETHER. Q a SECTION OF SNAP - MULLION SIDELITE HALF SCALE ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. 2' MASONRY OPENING FRAME Y /IDIH (E1, SECTION OF TUBE-MULLION SIDELITE HALF SCALE PERWE7ER SEAL BY OTHERS G EMBED EXISTING STRUCTURE ICPTONAL IX Ca ax MOOD BUM= SHC TO r . SEE » I.0R NOTES FOR ANCIIQR TYPES EM9EMHERT. 7 SEC ELCVATIOII T FOR 10CATJCNS `, 4 SPi,CINO. SEE ANCHOR NOTES FOR ANCHOR TYPES AND ELISEDNENT. V SEE ELCVATCN FOR •LOCAT7011S & SPACIMG. i /4' SHIM MAX BY INSTALLER • o 0. a� f • I MUM STRUCTURE 8 7-- (CPTICNAL IX ORXX a ai300SuCK too r i- M ( • .1 4 OE H 1 LEAFT� iOTTCM • 4 111 TCV COR SEA ITS FILAmE AND LEAF L')ORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCHEE MORETHEAD SUM SEALANT. 1 E 4 1 ALUM. ELM HR4GES WITH .312 WA X 2 -1/2' AWM PIN, BRASS SPACER AND NYLON CAPS AT 31/7' FROM TOP 6 BOTTOM AND AT MIDSPAN LOCKS: STANDARD STEEL THROW EMT LOCX, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 391/2' FROM BOTTOM AT ACTIVE LEA LOCK SfL£ CONVENTIONAL LC,GKSET WTTN LEVER TYPE OFERATOR HANDLE AT ACTIVE LEAF LOC3CSITLE NEAR PIIDSPAN STANDARD FLUSH EACH 130U-S, ACTIVE AHD IAACTT L EAF TOP 1-1 AIIO 6Ci7Qtry$ � EA Al I1W] -4 ELATING INSERT /ASTEIIER SGJ4C111G 12' LAM TYP 6' AIAX TIP m 8„, C SWEE 5 OP MATERIAL UST ITEM H0. PART NUVBE2 QUANTITY C CRIPTION IA&TERO.L UNU../SUPPUL71 /REMARKS 1 050 - 336 1 /DOOR 2 /SIDCLITE AFRIUM FRAME KA/7 AIRIUM FRAIL }<14.17 CR SLC 6063 -T6 TIFTT:N OR EOIN. 2 050 -389 2/ LEAF DOOR LEAF TOP & BOTTOM RAIL 6063 -11 ALUI X CR EOUN. 3 050 -002 I/ SIDEUTE SNAP CANTILEVER E063 -TB - a 030 -763 4/ GLASS LITE GLAZING 5018 FRAME 6063 - T6 TIiTONN OR EQUIV. 5 MO 1 ID DOOR 7∎ ASRCLO 4963 - 49 0413.A5 OR EQUIV. 6 030 - 292 2/ DOGR I/ SIOELIT£ ATRIUM GRACIE .MUB 6063 -13 TIT ON CR EQUN. . 7 DSI -394 2/ LEAF RES))11416 DOCR PANEL VERTICAL STILE 6063 -75 TIFTON OR EON. 8 050 -455 1/ LEA. GAP CLOSURE 6063 -T5 TIITCH CR CQUN. 9 - - - - - t - 10 K-1006 AS REQD. 2' X 4' FUSE W. LL1011 66 063 -15 TRECO 011 EOUN. 11 050 -124 0.5 REQD. I' x 1 1/1 X I/8" A)ICLE Lp L/ - 12 050 -764 AS REQD. 00/.2110 BEAD 6063 -16 TIFTN CR EOUN. 13 012 -00 -401 AS 8E0 D. /10 X 1/2' FLAT HEAD SCREW - - )4 AS RECO. - 118' SI4A1 PLASTIC - 15 - 8/ FRAME (10 X 1' COL1R FRA1lc ASSEMBLY SCREW - . - 16 007 - 14 - 0341 AS ROD. COOR HANDLE - WROCLW 17 - 4/ LEAF L /2' SELF LOCK IIUT STEEL - 18 - . 2/ LEAF )/2" ROD (2 X PANELS) STEEL - 18 - 4/ LEAF 1/2` f1.AT WASHER . STEEL - • 20 - 4/ LEAF 1/2" 0060ULAR LW? - - • 21 051 -181 3/ LEAF HINGES - - 22. 0 -10 -051 2/ LEAF STANDARD ['LUSH BOLT - - 23 - 4 N8 x 1/2" SACS - - 24 70 -4)84 AS REQD. BULB VINYL. uNYL - 25 - 4/ LEAF BLACK ROO GUIDE - - 26 050 -10 - 785 1 3111 RISER A1LA0HUu SL.0. RISER 27 - 1/ LEAN: 1 X .050 ALUN 8AR (BETWEEN :ERIICAI.S) A LLAMA - 28 047 -10 -011 AS REQD. FIN SEAL MATHER - STRIPPING - - CD u r7 00 CS) 00 19 a 00 M 0) LO Lf) M E-' :Ta LI) m • ✓ CO . • I. • - - 1.750 0530 1.187 0.062 L GLAZ ING SUBFRAME • THRESHOLD 4.E00 0.063 i 2.000 -0.125 H -1006 TUBE MULLION • DOOR STILE 0.078 0.750 OA1B o 0.500 ATRIUM FRAME HEAD /SILL L.500 i 4.000 1- 3.500 --� DOOR FRAME 3AMB 0091 3.500 0.078 0.500 DOOR STOP 4.007 1857 0.975 SILL RISER 0.050 -' 0.580 0.750 - g 5 G B EAD G GAP CLOSURE 0.500 DOOR TOP/ BOTTOM RAIL Scott Ke TRACO Suety Windows & Doors, Inc. 71 Progress Avenued cranberry Twp, PA 16066 NOTICE OF PROPOSED ACTION • To: Mearbers of the Board of Rules and Appeals and TRACO Security Windows & Doors, Inc., Applicant I a ccordance with Dade County Administrative Order 10 -3, which governs the product review process, the Product Control F: Division of den Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to TRACO Security Windows &Doors, Inc, for Series "Donal 3" Outswing Aluminum Door - Large Missile Impact, No. 04 -012217 , to allow its mein Dade County and its municipalities. To: • . Members of the Board of Rules and Appeals : The coon being provided to you represents the recommendation of the Product Control Division of the Office of Code Comptonce in regards to the submittal of TRACO Security Windows &boors, Inc. for Series "Doral 3" Outswing Mwnianta -Large Missile impact, No. O4- 012217. Linder the provisions of Dadc County Administrative Order 10- 3, which governs the product review process. You must review this documentation. If within 20 days from the date of trailing, wedo not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To :. TRACO Security Windows & Doors, Inc., Applicant The productControl Division of the Office of Code Compliance, in accordance with Dade County Administrative Order 10- 3, which gamins the product review process, has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Series "Doral 3" Outswing Aluminum Door - Large Missile Impact • No. 04- 0122.17, to • be used in Dade County and its municipalities, unless a member of the Board of Rules and Appeals or yourself has any objecrious. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you mast make awritten request, stating the reasons for your objection(s). to our office within 20 days of the date of mailing. Upon receiptof your written request a hearing date will be set so that you can present your objection(s) to the Board of Rules and Appeals- Sincerely. Theodore Berman Deputy Director ,) • rdATE OF MAILING: 04/02/2004 100024x2000tt tat oua proposed action4ut JCIJJJJYJO.J`t MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Heiminio Gonzalez Director Mailed by: t — 1 r ri&t/ rJts U—,5Dt • BUILDING PERMIT APPLICATION FBC 2001, Job Address (where the work is being done) /l /V Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) $ Value of Work For this Permit (7C5(7 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # Square Footage Of Work: EtiVE NOV 0 ,7 : 2g 5 - 11 1) Permit No. 1 CC.S — 1 �! 1 Master Permit No. Permit Type (circle): Building> Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /U/.Cs - aha .(i ( , l Phone # - 75Q'" j .g 7 6' Owner's Address /1 � , 9 /Or 9g A • v • City /22/4 FYI / S/10 r State ZipJ3 /,. e - City Miami Shores Village County Miami -Dade Zip , I3 . Contractor's Company Name 00/1•,D J ( /IX p Phone # Contractor's , Address fie/ 3ri Cire/ l tr "Dr • , J oy- rn City Y ' I�C ) State rb.. Zip Qualifier (' h(,(/1 Cu) I -p State Certificate or Registration No. 0.605 VS / Certificate of Competency No. Phone # Type k [ i4cldMori " ❑Alteration New ❑ Repair/Replace Descri e Work: t`1 �'T CUL o ty 'VW A:3 4 v I t't3&S Pck. /►€ to ONE-3 . emolition ( Igo . Submittal Fee $ I� • CO Permit Fee $ if 50 ` CCF $ 2 CO /CC. -SO Notary $ �xx_-- o Training/Education Fee $ - 0 Technology Fee $ Z� • ,� Scanning $ k D• cD Radon $ Zoning Bond $ 3OO . L J ) Code Enforcement $ Structural Plan Review. $ 50, OD Total Fee Now Due $ 14-3C1 . Bonding Company's Name (if applicable) Bonding Compaiiy's'Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State U / bb 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 4g n-- Contractor The foregoing instrument was acknowledged � fore me this lip _. The foregoing instrument was acknowledged before me this g/ day of AhN , 20 , by ii%� '�QGIQ f � •w .0 , day of C/h , 2 0 fby e4 » ZQ/J who is personally known to me or who has produced b 1t .who is pe 53 * *551 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL NOTAR ' 3L Sign: Print: My Commission Expires: 'IA MY COMMISSION # DD 483995 Bondoa that Notary Public Untlona taro *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * )4 * * * * * * * * * ** #si ** * * * ** APPLICATION APPROVED BY: chc 05/13/03 z/A Signature t Sign: Print: My Com Zip own j * r who has produced • • *** * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village Building Department BUILDING CRITIQUE SHEET 9A) p/Avs 1 5 Go 2.7 PsF. M = 1/Num ?ite,gsarze . 00 P,'iQu�( �oihae n_ �i4-rs X002 c s 620 ps p. OP.,eti /N? 747 so h ` .4 �aci /'r•�ds vine a . 631.7 esr . 1lfE 4Z - xiin voi p4.e.A s dfa o A) P4412vcr 4.ov,A -e / — S a r s F. ` l h p/zo p s.t' c�S Gu; / / , 5-r Gvv n - , K - 1. 117 OrN/tipS . P4oa &e. GI& 7 ye,te,,)--( ./Lo a or rMw . Oil. •417 1 f ro 4- 16' 4 Hi etc i2€" ee i'1G do /. 'fd aesTcu _L 4 0, 'Ai/ . . ./ : mss , (9- // v..e , ,- 6.e- -P o -s . 1712 d seD tJ; aaa /I : yneeT o,z_. ..P x T— A l,e Q f-c)ia7S. 0 Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 430 • A/ i A to.Z d' cry c4 7 74 r > - Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET ,E / ■ `L y/ e 1,s re: ez � 13UX 13 >o e 1-f !°r>') /° ®n 7 S sera di e , oir mG- :; • mL5 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. c/1P- Job Name 5.0;e:,,,..9 ��r! 7" 1r Ai e L 'F ; � /vv 50,/ . 9�� y m��7 � a-J/1' p m an f /1Gef -1 - _9/'' 14 .4 /Ofr C e e • J7 p" 12 f /0 I1 /, A- a- i: 8 — w .8 L/ a - 62 /1',- — //2 $ 1 , Wrdt<< 62, A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION • PERMIT NO. N- 706 ITAY. FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED nereoy Gives notice that improvements will be made to certain real property, and in accordance with Chanter 713, Florida Statutes, the foliow!na information is provided in this Notice of Commencement. 1. Legal description of property and street /address: OT r L r3�� 1 � -5 2. Description of improvement: 3. Owner(s) name and address: I(4 Cism Owe Interest in property: Sworn to anc suoscr Notary . Duoii_ Iv; c ornn - us ,,:on NOTICE OF COMMENCEMENT 1111111111 11111111111111111111111111111111111 CFN 2 t105R1155112 OR Bk 23937 F's 2741; (1as) RECORDED 11/07/2005 12 :00:41 HARVEY RUVIN► CLERK OF COURT MIA11I -DADE COUNTY? FLORIDA LAST PAGE c-.wl /4-t_ S'tiv I MM( 0 ■S rL, Name and address of fee simple titleholder: 4. Contractor's name and address: 801 (3 ((Ar. ir,A 1 r fP 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself. Owners designates the following person(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 :..pecified) xp!r=_;• clod' nt Atlantic Da 4 Sia azure of Owner Print Owner's Lame An . rr aDd be r� Prepared Dv 7lNl' a , a_ me tnis 2G STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true o y of the •ngrnal filed inthi ,office gn day of , AD 2022,,C /ITNESS my hand and Official Seal. I fAR : ' CLERK, of fruit and County Courts Sy Sr+a I PL - 3 - 51 - , 1 -A • . 2O 0 • Acpresa: 114? AE IETli Mabel Var l . s 23M4 R 0°2) WM* 1 'Inspection Number INSP -15326 Permit Number: PL2005 -324 Inspection Date: 04/20/2006 Inspector: Levrack, James Owner: SODBERG, ANNEMETTE Job Address: 1143 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: CHARLES CULPEPPER Building Department Comments Wednesday, April 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 05)795 -2204 Fax: (305)756 -8972 Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 2 of 2 V o 7//0 6 . - Passed . t I •omments Fa � - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until WM* 1 'Inspection Number INSP -15326 Permit Number: PL2005 -324 Inspection Date: 04/20/2006 Inspector: Levrack, James Owner: SODBERG, ANNEMETTE Job Address: 1143 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: CHARLES CULPEPPER Building Department Comments Wednesday, April 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 05)795 -2204 Fax: (305)756 -8972 Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number 305 - 394 -9445 Parcel Number 1132050180270 Lot: Phone: 305 - 759 -8255 Page 2 of 2 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved OWLS and specifications must be kept at building during progress of the work. p� /� " ' a Date_' 1 2 . 0 ,19i0 Owner's Name and Address.`. V._I _Yt .,1.1. /.o ' r No. 1.1 43 Street . Registered Architect and /or Engineer J . :C /le 9.C_. : 4i Name and address of licensed contractor '2!42 11. -._..C., 13 .X-- ., Location and legal description of lot to be built on: I n Lot / ...D Block ._1.7 Subdivision . / , /� S ' Street and Number where work is to be done ....1... /__ 5 g 98 4 to p� State work to be done and purpose of building (by floors) ) S ).-)1 cj� pb , m 'h>. New Building Remodeling 4 To be constructed of_. .ik7. Kind fl Estimated Total cost of improvements $ Zone cubage required " Distance to next nearest building Maximum live load to be borne by each floor I hereby su)mit all the plans and specification be sent to...... �4Y The undersigned applicant for this building p of labor under the Florida Workmen's Compensa and has complied with the provisions thereof, an in the work to be performed under this permit; a or notices as are required by the Act. The unders permit, as are licensed by Miami Shores Village. Remarks Building Inspector Date eZ— NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Permit No Disapproved (Signed) Chairman Member Member Council Approved Date Addition/' Repairs No. of Stories G oal., 1L S t Roof �T/�! oov ring_ &(i 1 f_.. /l� _ / Amount of Permit $_ P ' L 1.-s‘ lan Cubage... • Ja S 9 L 4 a Size of Building Lot __..../_ 7-' b !\ / a1 ' 7 aid building. All notices I4 S (Signed) ith refere e to the building an it construction may PLANNING BOARD DATE Member Member Member Disapproved corrections or changes to this application after approval / 4,6fr Date / (� Read, Sworn to and Subscribed before me. and for no other purpose. oes hereby certify that he understands and accepts his obligations as an employer t, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, quire similar compliance from all contractors or sub- contractors employed by him post or cause to be posted for inspection on the site of the work such public notice rees to employ only such subcontractors, on work to be , performed under this STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. / © 37 Notary Public, State of Florida My Commission Expires ;,... has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty ND/3 csr c3 • -.re_ 0' •'l X 0 9' UILDING CAL LUMBING ff ner o uilding rchitect • ~, ontractor eacriptio r Builder' , Lot / y{ r n r A..r al Address of ` ., Building ! _ ' 41 4. ,, MIAMI SHORES VILLAGE, FLORIDA DAT PERMIT N° 9694 Work to be pperfo med under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is pante& is the understanding that the contractor or builder named above assumes the responsibility f . "a thorough knowledge of the ordinances and regulations p ing to the work covered hereby whether shown on the plans or_ • • wings Orin the statement > • r specifications and that he assumes responsibility for work done by h is agents, servants or employees. Signe I •SPECTOR In consideration of the issuance to me of this perafit I agree rform the work covered hereunder in compliance with a4 ordinances and regulations pertaining thereto and io,. conformity with the p1 drawings, a : • ents or specifications submitted to the proper autkbriti,!s of Miami Shores Village. In __I Penn *ume responsibility for;.*tI work done ither, myself, my agent, servant or employee. ,t om * CONTRACTOR -e1C' BUILDER / BY AUTHORITY BL 4 v ision vision Value of ` +� Amt. of Project $ ! , •— II Permit $ Con )(agtor's tic4 No. 19