Loading...
RC-07-1472Project Address Owner Information JOSEPH SZUCS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1320 NE 104 Street Miami Shores Village, FL 1122320320220 Block: Lot JOSEPH SZUCS Address Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: GARAGE DOOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Exterior. Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $6.00 $2.75 $120.35 Parcel Number 1320 NE 104 ST MIAMI SHORES FL 33138 -2662 In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Valuation: Total Sq Feet: Total Amt Paid 1 Amt Due $ 0.00 $ 0.00 Payment Type: CC C7115 JUL 1. 7 PAID Applicant $ 2,000.00 0 Available Inspections : July 16, 2007 Date Expiration: 01/12/2008 Cell mon Inspection Type: Final 1 Monday, July 16, 2007 1 City /t1 if OfirIZIP State 'PI— Miami ' P I Miam Shores •Village. Building Department 1,0050 N.E.2nd. Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8 INSPECTION'S PHONE NI11VLBER: (305) 762.4949 .: .. I 7 BUILDING � � ': Pe�'33gt No. � t_?lJ t PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) '. t� 5L .5'�' c�.s Phone # Owner's Address 1,7 A# /" l 57— Zip .3 f 3b4 Tenant/Lessee Nairie Phone # Email 47;o . Cj f Cc.► Job Address (where the work is being done) / G' :'t/ 0'"" ;T 0' City : Miatni Shores Village. County Miami -Dade Zip FOLIO:! PARCEL # Is Building Historically Designated Y l NO Flood Zone Contractor's Company `Name c7aS Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No Certificate of Competency No Contact Phone E-mail Architect/Engineer's Name (if applicable) ' . Phone Value of Work for this Perndt $ Square ,# Linear Footage Of Work: Type of Work: [,❑Addition DAlteration ONew 0 RepairfReplaee : 0 Demolition Work: AV ` '.? -11 ` a .0 ` 4w a- ** * * * *: ** ** *. * *. **** *** * * * ** * * * * * * * * *** F ees *** * ** ** * * * * * * * * * * * * ** * * * *. * ** * * *** *, * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ .: Training/Education :Fee :$ . Technology Fee $ Scanning $ Radon $ DPBR $ JUL 16201u B ond $:. Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ P • See Reverge side • + State (Revised 07110/07)(Pevised 06/10/2009) Bonding Company's Name (if applicable) Bonding Company's Address City • Zip • Mortgage Lender's Name (if applicable). Mortgage Lender's Address City State Application is hereby made to obtain a peiiit to do the work and installations as indicated. 1 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 constructioon 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..:.. O' lER.'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 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, Sign: Print :. r e 't MY COMMISSION # DD 891963 , r �.^ Banded h Notary Pub Dnd i erwriters Sign: Print: My Commission Expires: • ******* r ********** ** *44*********** ** ***Y** **************** ***n ***.14**** APPROVED BY Plans Examiner Zoning Engineer Clerk checked Signature L _Iz_ (/'r ; L Signature Own er or Agent : Contractor. The foregoing instnanient was acknowledged before me this 15 The foregoing instrutaent was acknowledged before me than day of .IN ti , 2011 by �- tS n SZ C s .... day of , 20 _, by who is.personally_,knawn to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: I _ 1 Date Tuesday, July 17, 2007 07/17/2007 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC -7 -07 -1472 Invoice Number: RC -7 -07 -29180 Applicant: JOSEPH SZUCS Company Name: Owner Address: 1320 NE 104 ST MIAMI SHORES, FL 33138 Job Address: 1320 104 Street NE Miami Shores Village, FL Payment Type Check Number Amount $120.35 Change $0.00 Total Payment: $120.35 Page 1 of 1 Permit Type (circle) Owner's Name (Fee ' ample Owner's Address City/ // Tenant/Lessee Name City Miami Shores Village FOLIO / PARCEL # Contractor's Address State Certificate or Registration No. Submittal Fee $ Permit Fee $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department 10050 N.E,2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795.2204 Fax: (305) 756.8972 BUILDING � ° {g� r L�luvui diiiLll.H 11V1� PERMIT APPLICATIO JUL ? 3 2001 Permit No. FBC 2004 BY: IMAP Master Permit No. msj R Roofing e i older) (.70:5 Y» 5 7 c-fre-S Phone # va ' 7 -,5 34 State J-i-- Zip ..K,J3=9 Phone # Job Address (where the work is being done) / 3r/c) County Miami -Dade Is Building Historically Designated YES NO C3 CAP e Contractor's Company Name %ter " : Pict Phone # - City �� State -� Qualifier Name ,,, l,Cys Phone #F4' - 7-14 ■ - * Type of Work: DAddition DAlteration []New Describe Work: a S/ Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # CCF $ Value of Work For this Permit $ 3' 75 C GJ Square / Linear Footage Of Work: Repair/Replace ❑Demolition * * * * ** ***** * * * * * * * * * * * * * * * *** F ees ,* * *, * ******* * * ** * * * ** * * * * *** ** * * * * * * * * ,* * ** Technology Fee $ iL 0 CO /CC Notary $ Training/Education Fee $ Scanning $ Q . Radon $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ r VI 1 7 PAID See Reverse side -_)c\/) ( Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortga is Name (if a plible) Mortga E‘nl s!AtIess • City State Zip n Application is hereby made to obtain a permit to do the work and in a ins 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 s!parate 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 cha ed Signature wneg pz Agent The forego' o g instrument was acknowledged before me this le day of who is personally known to me or who has produced °' As identification and who did take an oath. NOTARY PUBLIC: ,, ?O Yssa Mccrea :° • CuiuwiSu�n #DD444782 : T� 0•641° `�►. ,_�, JUNE 26 aoo9 My Commission ` xpires: ' •A Sign: Print V * * *,t,t** * * ** * ** * * *a * ** * *, * * ** * * * * ** * * ** * ** * * * * * * * ** * * * * *, * * * ** *** *, * ** *** *** ** * ** err, *+ *** ** ** * * ** * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 2o_oiby JQf ‘Siuc. , Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning r ECME VIM I VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT QI 1-141•1/ NAME: , DATE: 7 // -0 ADDRESS: jel S'r ,4 // '9/ 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 understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the 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. You may also build or improve a commercial building at a cost of $25,000.00 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 complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the 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- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoningordinances and building regulations in effect at the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and und stand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial f 5' 4. I understand that the building official and inspectors are no ere to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. By Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. • I understand that if any person gets injured on my constructio , 'project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of who was personally known to me or who has Produced there License or as identification. 407 Yssa Mccrea =?� %folicommiqsion #DD444782 4: , p Expires: JUNE 26, 2009 ° "%;1 1 1 . 0 ,1 's W vw, 9N O 'RRY,eem PERMJ9 T #e _FA °� Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIA /E WITH ALL FEDERAL j STATE AND COUNTY RULES AND REGULATIONS MIAM}3 . . ... . . . . . . • .... • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • • -DADE CO LINTY, FLORIDA PRODUCT CONTROL DIVISION ME CRO -DARE FLAGLER BUILDING ... . • .. . ... •140 WEST FLAGLER STREET, SUITE 1603 • • ▪ • ▪ .' • : : .' MIAMI • . NOTICE OF ACCEPTANCE �N'' }A) •: • • •' • •: rsos� ��s_�o„ , ,. DAB DOORS INC. 12195 NW 98 Ave. Hialeah Gardens, FL 33018 • • • �' � Ju . • SCOPE: •• •••••' This NOA is being issued under the'a B Y "- The documentation submitted has b PPlicable rules and regulation govemin a use n mittee (BCPRC) to be used in een reviewed by the BCCO and accepted by the Building e d , , c Ea vi w (AHn. Com Miami Dade County and other areas where allowed b Code and Product Review This NOA shall not be valid after the expiration date stated below. Y the Authority Having Jurisdiction areas other than Miami Dade County) reserve the right to have this The BCCO (ln Miami Dade County) o f this product or materi fails to product or material tested for ty) and/or the urp s the AHJ may Perform in the accepted manner, the manufacturer will incur the xpen a of assurance uch testing and y immediately revoke, modify, or suspend the use of such product or material within th reserves the right to revoke this acceptance, if it is det requirements of the a g emuned by BCCO that this Jurisdiction. BCPRC This product is a applicable building code. product or material fails to meet the pppoved as described herein, and has been desi High Velocity Hurricane Zone. geed to comply with the Florida Building Code including the DESCRIPTION: Sectional Residential Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing _ 02/23/98, with last r evisio n on cawing NO 98- 0 5,•Sheets 1 throu ., Prepared b 4 of 4, titled Sectional Residential Garage Doom dated Miami -Dade Count Y Al- Farooq Corporation, signed and sealed by H. Farooq, PE. h' Product Control Approval stamp with the 1 �TOA.number and a Product Cont Division, bearing the pproval date by the Miami -Dade County MISSILE IMPACT RATING: Large & Ssnai Missile. nit u Each LABELING: Each shall bear a LAB "Mia unit Coun Permanent label with the manufacturer's name or logo, city, state and following RENEWAL of this NOA shall be cons � Control Approved or MDPCA ", unless otherwise noted herein. applicable buildin • code neg atively a fter a renewal application has been filed and there has been no change in the TERIVIINATION of this NO �ely affecting the rfo P Pe .rmance of this product. use, and/or manufacture of the will occur after the expiration date or if there has been a revision or change in the materials advertising or any other Product or process. Misuse of this NOA as an endorsement of an advertising ti cause a m pmp°Se shall automaticall Y Product, on or s ales, termination and removal of NOA Yam NOA. Failure to comply with arty section of this NOA LIMITATION: This approval a Notice of A requires the manufacturer to do testing of all coils used to fabricate door cceptallce. A min__ imn�,.,,,, of 2 s M o A e County approved laborato shall be cut from each coil and. tensile tested acco Panel under this manufacturer shall ory selected and paid by the manuf riling to a year, the by a mail to this office: a cop of the tested re actmer. Every 3 months, four times a coils at the manufacturer production faciliti ports with confirmation that the year, coils of 39,000 psi a more shall be � and a notarized statement from the manuf specimens were selected from used to make panels for Miami Dade County under is that only coils with yield ADVERTISEMENT: The NOA number tY under this Notice of Acce expiration date maybe la ed ' preceded by the words -Dade Coun Florid Ptance. entirety. Y m advertising literature, . If tY, a, and followed by the y Portion of the NOA is displayed, then it shall be done in its INSPECTION: A copy of this entizeNOA shall be .available for inspection at the job site at the to the user by the manufacturer or its dishibutors and shag be This NOA consists of this request of the Building Official: The submitted documentationwas reviewed b as well as approval .document mentioned above. y CandidoS Font PE. C0UNTl' NOA No: 05- 0217.02 Expfation Date: July 21, 2010 Approval Date: July 21, 2005 Pagel DAB DOORS INC. . • NOTICE OF CP AWE! • • • A • • . • ▪ • �• ` NCE PAGE DWINGS . • ▪ .. • 1. .. . Drawing prepared by Drawin y Al- Farooq Corporation titled " g No. 98- 05, dated 02/23798 �, • • ... � PFtionai Residential Garage Door ", 4 signed and sealed by H. Farooq, f • ••• = rOYisiorn on 05/20/05 Sheets 1 • • • • • • through 4 of 1. TEST Test Report on Large Missile Impact Test and Cyclic Wind Rest Report Report oor with Windows" prepared by Pressure Test of "Sectional No. HETi 03-1328 dated 07 /15/03, signed Engineering & Testing 2. Re Report on Uniform gned and sealed by g Inc. auform Static Air pressure Test, of "Sectional Residential D or PE. prepared by +Hurricane Engineering prepared signed gineering & Testing Inc., repo No. HE , d 3. Test Repo won Tensile Test per R. E. Druz_ TI 03 -1329, dated er AS �a PE. prepared by Hurricane En TM E -8 of "Sectional Residential Door (skin)" re p prepared signed gineermg & Testing d fined and sealed by g Inc, report No. HE'TI 03 -T078 dated Y R• E. Droz -Selo PE. C CA LCULATIONS 1. Anchor calculations, A1 wed b , prepared by _Farooq Corporation on OS /10 /Ol, Sheets 1 signed ands by pr Farooq, PE. through 4 D Test CERTIFICATION Report on Accelerated Weathering ASTIVI G155 of "PVC Extrusion Material" Using Xenon Arc Light Testing, by Apparatus Test per Inc Rep No. HETI 04 -A002, dated 0 9/27/04 signed se Engineering & Droz -Sella. PE. �� and sealed by R. E. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Mate ' '° Hurricane Engineerin and sealed I. g &Testing In Report No. HETI 04 -T251 dated 11/29/04 Prepared by Chia PE. signed 3. Test Report on Self -I Test R ` gniti°n Temperature Test, Rate of B "REHAU non -foam, PVC extrusion material" Test and L ab or Density Report N 04._761 _15019.0 dated 05/06/04signed m atenal" prepar by ETC Laboratories and sealed by J. L. Doldan PE. E STATEMENTS 1. Letter of Code com p li ance Prepared by Ai- Farooq Corporation, dated 01/25/05 2. Letter of No financial interest prepared by and sealed by H. Farooq, PE and notarised by V. Bencid.ration, dated 0 1/25/05, signed E -1 ••• • • • • •• • • • • • • • •.• • • • • • ••• • • • ••• • • • • ••• Candido F. ont PE. Sr. Pram Control Examiner NOA No 05- 0217.02 Expiration Date; July 21, 2010 Approval Date: Jul 21, 2005 DOOR HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18 2 SECTIONS 21 6' -9 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" — 7'-3" — — 7' -6 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18 2 SECTIONS 21" 8' -3" 2 SECTIONS 18 3 SECTIONS 21 8' -6' 1 SECTION 18 4 SECTIONS 21 " 8' -9" 5 SECTIONS 21 " — 9' 6 SECTIONS 18" — 9' -3" 5 SECTIONS 18 ".1 SECTION 21" 9' -6" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21' 10' - 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21" 10' -6" 6 SECTIONS 21" — 10' -9" 6 SECTIONS 18" 1 SECTION 21" • 11' 5 SECTIONS 18" 2 SECTIONS 21' 11' -3" 4 SECTIONS 18" 3 SECTIONS 21' 11' -6" 3 SECTIONS 18 4 SECTIONS 21 11' -9" 2 SECTIONS 18 5 SECTIONS 21* 12' 1 SECTIONS 18" 6 SECTIONS 21* 12' -3" 7 SECTIONS 21 — 12' -6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21 13' -3 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21 13' -9' 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21 — 14' -3° 6 SECTIONS 18" 3 SECTIONS 21" 14' -6 5 SECTIONS 18" 4 SECTIONS 21 14' -9" 4 SECTIONS 18 5 SECTIONS 21" 15' 3 SECTIONS 18 6 SECTIONS 21" 15' -3' 2 SECTIONS 18 7 SECTIONS 21" 15' -6" 1 SECTION 18 8 SECTIONS 21* 15' -9" 9 SECTIONS 21" — 16' . 6 SECTIONS 18" 4 SECTIONS 21" CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8' —O" TO 9' -0" 2 9' -1" TO 11' -10' 2 12' -0" TO 13' -10" 3 14'-0" TO 15' -10 4 15'-11" TO 16' -2" 5 A 1A TA A A -iAl JA ward Iwo mord MEM W amm II �l illnirliNCES111 • • • • • • • ••• • • • • • • • • • • ••• •• • • • -f CD N r A 71 NM It 0 6 2005 INN co a N w x rr 0 0 0 I o 0 w 0 0 0 ID Approved as complying with the Florida Date 07 NOA# D Miami net Contrd Divisio dr AVOW CO CO CO N N C O O D Ill CD CC CD vl Lv to -J Q Q H- w Z - °- rdi cc) w ▪ CI Lo 6 as �I 0 CO 10 m a 0 m 0 l 0 J v ` • ■__, 'd• N c0 c0 c0 to ui 0 c 0 0. 0 rn m - 0 T .0 0 0 . 0 0 0 CO 0 w 0 0, m 0 0 CO v 0 ( 1. 0 O 0 drawing no. 98-05 (sheet 1 of 4 - LOCK 2/ DOOR .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7 "X3 "X0.1" STEEL PLATE WITH {4) #14. X 3/4" SELF DRIWNG SCREWS i • ••• • •• •• • • • 7 -1/2" X 3" X 27'1 "; • ;•; GALV. STEEL END tOLLE HINGE ' w/ (6) #14 X 5/8" SMS ." ' 7- 1/2 "X3 "X.071" • • • • GALV. STEEL CENTER HII�GC • W/ (4) #14 X 5/8" St&,, ; •• • • • • • • •: • • • BRACKET STD. UFT DOOR OUTSIDE HANDLE • • CENTER STILE • •• • • • ••••• h1" W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS BRACKET LOW HEADROOM DOOR OPTION • 7 -7/8" X 3 -1/8" X .010" -STEEL PLATE WITH (4) #14 X 3/4" SDS OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN PUSH NUT END STILE. LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. Ism li■�Il J I► Nil 9' -1" TO 11' -10" DOOR WIDTHS p1(l 12' -0" TO 13' -10" DOOR WIDTHS TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS oral CENTER STILES OPTIONAL VENTS - (3). 5" WIPE AT 7" 0.C. MAX. OPNG. AREA NOT TO EXCEED 120 SQ. IN. I►• 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR MAX. DOOR WIDTH THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' _I - 14' - TO 15' -10" DOOR WIDTHS 15 -11" TO 16' -2" DOOR WIDTHS OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE OPTIONAL FLUSH FACE WOOD GRAIN DESIGN piq DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH 24 GA. ROLL FORMED STEEL DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TKIS APPROVAL. 5. A 33% INCREASE IN ALLOWABLE 5rrcESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. Engr. DR. HUMAYOUN FAR0OQ STRUCTURES FLA. PE' # 16557 C.A.N. rr 0 0 N z 0 W 6 1 ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S. • • ••• • •• •• • • • • • • • • • • • • ••• 16 GA. X 2 -1 /4" X 3/4" X 2: ; • • • GALV. SILLL U.BAR REINFORCING TRUSS ® TOP Of PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/.1W0 #14 X 5/8" S.M.S. AND TO •END STILE •: W/ FOUR #14 X 3/4" SELF: DQILI.ING 3. • • • • • • ••• 1 -3/8" 2" X 2 - 3/16" X 3 X .010" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X 1 X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. LOTTED M.S. & LOCK NUT •• • • •• • •• • • .055" X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS © BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. BOTTOM SEAL .058 ALUM PLATE WITH 1/8 X 1" S.M.S. O 48" O.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INST • • •• •• • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • •• ••• ••• • • • • ••• •• • • • • • • ••• •• • 1/2" X 1 -3/4" X 16 GA. OPEN TUBE ® TOP & BOTTOM OF EACH PANEL _ #14 X 5/8" SMS 6 PER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT INTERMEDIATE SECTIONS REINFORCING 7 -1/2" X .050 GALV. SiLEL CENTER HINGE 16 GA. X 2 -1/4" X 3/4" X 2" GALV. SIl±L U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRIWNG SCR. 1/2" X 1 -3/4" X .058" FORMED STEEL —GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1 -7/8" X 2 -5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 4/ 'HINGE INTERIOR SIDE SECTION B —I5 POP RIVETS TOP SECTION REINFORCING 7 - 1/2° X .071" END ROLLER HINGE 1.82" DIA. X .50 STEEL ROLLERS W/ .44DIA.X5 "STEM 16 GA. X 2 -1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRIWNG SCR. 3/4" X 2" X 2 -1/2" X .049° STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3" MIN. ###��� --- • EDGE DISTANCE I ..i • w s —0 71 - 1 /8 1/4 -20 SS BOLT & NUT FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. 3/16" POP RIVETS AT 4" 0.C. (6) FOR 21" STILES (5) FOR 18" STILES 24 GA. STEEL PANEL o. 0 0 (;) 0 LEND STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" DIA. POWERS WEDGE BOLT ANCHOR 3-1/2" MIN. EMBED INTO GROUT FILLED BLOCK 2° MIN. EMBED INTO CONC. (3000 PSI MIN.) 1 PER BRACKET Engrt DR_ HUMAY`�OUN :FAROOQ STRUCTURES FLA. PE # 16557 CAN. 5.39 JUN 0 6 2005 I o A i , el piyibgwidi tiro Date 7 2! 05 NOA# Miami Dade Division l Z r 0) I ("1 N O r) C c0 O r') 11j Ir) < 1 • Li O Z }-(n a0 W V) 0 c rr c z� -m N (o m • (0 tO t0 1 ) c 0 . 0 IA v 0 n 0 m 0 0 N O 0 0 0 C 0 O 1 ) drawing no. 98 -05 sheet 2 of 4 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 85 86 B7 88 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" – 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" – 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 7' -6" 18" 18" 18" 18" 18" 1 " 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 8' –O" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" HILTI SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4" 5" CONC. 1" 5" 3/8 BLOCK 1-1/4" 6" CONC. 1 -1/4" 7 2" POP RIVETS SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES • • ••• • • •• •• • • • •• • • • • . • • • • • • ••• • 14 GA. GALV: 5 i t&. 1 1JJS SUDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS. & i • UT • S • • • • ••• • •. • • • • • • • • • • I - • • • • • • • • • • • • • • • • • • ••• • • HORIZONTAL REINFORCEMENT 1/2" X 1 3/r 4.o 8 + ��II!Q $� EL •• EL GLUED TO PA1 AM® F AS 'F I TQ • • • VERTICAL STILES ¥ T} • • • • • (2) 3/16" FT)P RR/ErS • • • ••• • • 2 -3/4" X 5 -1/2" X 3" X .104 GALV. StttL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. STANDARD LIFT DOORS HORIZONTAL REINFORCEMENT 1/2 X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASILNED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONAL. INSULATIONS BY 'APACHE PRODUCTS CQ' EPS– EXPANDED POLYSTYRENE 'DENSITY = 1.07 PCF N.O.A. #01-1108.09 OR ISO-25 POLY – ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #01-1108.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8 SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUAUTY G -40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED –ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF 51ttL . 12 GA. GALV. STEEL BOTT {O, B RACKS FASTENED 5/8" SMS W/ BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" 0 AND RUBBER WEATHERSTRIPPING • 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET • CABLE DRUM � EXCEEDING 8 FT. IN HEIGHT• • • 2 -1 /2" X 4 -1 /4 X 13 GA. STEEL PLATE \441C D 0 11°1 . • WELDED TO 1 -1/2 X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK 4141 HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" WITH (4) 1/4 -20 SS. BOLT & NUTS • 2 X 5 -1/2" X .104" • GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION O 0 z_ O m N TRACK CONFIGURATION WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR Btt 1 tK WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS (OW) WITH 1 -3/4" EMBED AND A SPACING OF 7 " 0.C. OR 3/8" DIA. HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND •A SPACING OF 10° 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING' INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. • PREPARATION OF JAMBS BY OTHERS HORIZ. TRACK SUPPORT AS REQD. BY DOOR INSTALLER CAST ALUM. CENTER SUPPORT REQD. ON DOORS 14 GA. GALV. 51L1L TRACK 2 -1/2" X 3 -3/4" X 12 GA. OR 2 -1/2" X 4 -1/4" X 12 GA. TRACK BRACKETS 2 -3/16 HIGH CONNECTED TO TRACK WITH ONE 1/4 -20 BOLTS & NUTS. S IttL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" 0 HEX HEAD M.S. &. LOCK NUT @ 12" 0.C. *– SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. MIN. EDGE DISTANCE -- 3 -3/4" TYPICAL ALTERNATE TRACK INSTALLATION — 3" X 2" X 14 GA CONT. STEEL ANGLE 2 -1/2" X 3 -3/4' X.102" OR 2 -1/2" X 4-1/4" X .102" STEEL FLAT BRACKETS ±12" O.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" 0 SPOT WELDS Engr DR. HU.IAY JN FAROOU STRUCTURES FLA. PE # 16557 CAN. 3538 JUN 0 6 2005 DOUBLE TRACK LOW HEADROOM OPTION CONC.= MIN.. 3000 PSI 1 -1/2 "L 1/4-20 SS BOLT & NUT ONE PER BRACKET 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1 /4- 20X5 /8" TRUSS HD. SLOTTED M.S. & LOCK NUT i co O Q i Z I mo - cn co hi (n 0) 0 lY Z co cn N (0 0 CO CO i 0 v c 0 rn m 0 . 0 to 0 0 .o b 0 ,c 0 0 N 0 V O t •m a v .c t 0 drawing no. 98 -05 sheet 3 of 4 • 0 • z 0 0. 0 ILJ jj l ! OPP •1 / :J: I • I • I : I !I • • • • • • • • • • • • • • • • • • • • DOOR PANEL • • • • ok 24 GA. (.024) STEEL MIN. 1 I I1 • • • • • • • • • • • • • • • • • • • 7/16 DIA. WASHER • • • • • • • • • • 1.4 48 X 3/4" SMS 0 3/8" FROM ENDS AND 7 0.C. MAX. (4) #8 X 3/4" SMS 1-3/8 FROM ENDS AND 6-1/2 0.C. MAX. .175 X .062 DEEP GROOVE .175 X .062 DEEP GROOVE 7/16 DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 1/4" POLYCARBONATE LEXAN BY GE NOA #03-1210.04 (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2 O.C. MAX. (4) #8 X3/4" SMS 0 3/8" FROM ENDS AND 7 O.C. MAX. 21 3/4" MAX. WDW. WIDTH 18 1/8" N.) / z DOOR PANEL 24 GA. (.024) STEEL MIN. V714.1.417.:#1.11 1 ! 4 ; it t 4 i #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2 O.C. MAX. r gr. - 4: • to 41 1, ,......• ...........•,•• 15/16° MIN. GLASS BITE iN,W . , 0,1iL070,41,0 , 111 . 4n . ' v. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS .175 X .062 DEEP GROOVE EXTERIOR D.L OPG. \ 1 :1 e: I Engrz. DR. HUMAYOLIN FAR000 SilkUCTURES FLA. PE # 16557 . • C.A.N. 3538 JUN 0 6 2005 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 .250 1.144 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION * PLASTIC COMPLIES WITH SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE Approved as complying with thit . Florida & C B p y : e m 0Ad i al !:0:41 0 in 0 00 0 tr) >. tj < _J 0± (1)°'D ct fle 0 O z to 6 CO c < c .4 CI a 0 a) - o _0 0 0 - o 0 N. 8 0 0 ' 0 o 0 0 0 w 0 .0 -8 { drawing no. 98-05 sheet 4of 4 ) Inspection Number: INSP -55540 Permit Number: RC -7 -07 -1472 Scheduled Inspection Date: August 02, 2010 Inspector: Bruhn, Norman Owner: SZUCS, JOSEPH Job Address: 1320 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1122320320220 GARAGE DOOR PasseV Failed Correction Needed Re- Inspection Fee July 30, 2010 ;616- No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Page 34 of 34