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RC-09-683Inspection Number: INSP - 138064 Permit Number: RC -4-09 -683 Scheduled Inspection Date: January 20, 2011 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments January 19, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK permit extended for 60 days more as per NB approval. 10/11/10 Passed 1,44-// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 137923. Decorative block has been stuccoed over creating an enclosed structure. Altered wall must be permitted and meet the design wind Toads and impact loads. REVISE PLANS NB Page 3 of 18 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Certificate of Completion Not Transferable POST IN A CONSPICUOUS PLACE Building Officials Approval Norman 1 \10 e - 151 - 3°5 - )L12s LiyScc IYI iami Shores Viiiage Building Department CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building permit card. 0 Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. O ik Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. i ik Certificate of Insulation. p Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services." p k Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) Ili Backflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK permit extended for 60 days more as per NB approval. 10/11/10 Passed a!, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: I NS P- 155028 Permit Number: RC -4 -09 -683 1 Inspection Date: January 18, 2011 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments January 18, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Page 1 of 1 January 11, 2011 Mr. Kevin Venger 10000 North Miami Avenue Miami Shores, FL 33150 Reference: Venger Residence Sign -Off letter for Soil Density Tests 10000 North Miami Avenue Miami Shores, Florida Project No. 26009 - 145155 Dear Mr. Venger, Vertical V- Southeast, Inc., formerly Bureau Veritas North America, Inc. completed the required soil compaction testing at the referenced project. We performed a soil density test (see attached report), in accordance with the approved plans and specifications and the Florida Building Code. To the best of our knowledge and belief and, based on the test performed, the compaction of the soil at the site complies with the specified minimum density requirements. If you have any questions or require additional information regarding this letter, please contact the undersigned. Respectfully submitted, VERTICAL V — SOUTHEAST, INC. Alfredo Budik, P.E. Vice President Florida License No. 43884 Enclosure: Density Report #1 Vertical V - Southeast, Inc. 308 N.W. 170th Street, North Miami Beach, FL 33169 Phone: 786.248.3180 Fax: 786.248.3190 Vertical A Vertical V, Inc. Company www.Vertical -V.com Offices Nationwide flea 1 PROCTOR DATA Soil Description I LOCATION DATA General Location Test Location FOOTING FOR BLOCK WALL 1 11.8 ; 105.0 Wolf grade ; Sand ; 3.0 %8Si0; o Gray fine to medium grained Sand; 1 :At North End of Pool - , TE 12 . 8.9 111.7 102.6 , 97.7 95.0 P - B U R E A U VERITAS Page: 1 of 1 Report Date: 1/11/2011 Report Number. 1 BVNA Project Number. 26009- 145155.00 Permit Number. Doc. Control Number. MIA489689 Engineer. Client: Mr. Kevin Venger 10000 North Miami Ave. Miami Shores, FL 33150 Architect: General Remarks: % DENSITY REQUIREMENTS AS PER: Florida Building Code All dimensions and directions are approximate. All lines and levels are the responsibilities of others. GL: Grid Line CODE CP: Control Point KEY TE: Technician Estimation Test Date: Sampling Technician: Project Manager. C: Contractor Provided E: Existing at Time of Test TP: Third Party Test Result S: Survey U: Unknown 0: Other GS: Grade Stakes BS: Backscatter Test Mode NUCLEAR SOIL DENSITY 06/16/2009 Contractor: Cesar Valderrama Lino Medina Make: Troxler Model: 3440 Serial Number. 15121 Project: Venger Residence 10000 North Miami Ave Miami Shores, FL 33150 Respectfully submitted, BUREAU VERITAS NORTH AMERICA, INC. /,/,, Alfredo Budik P.E. FL License No. 43884 Standard Count: Density Count: 2246 Std Moisture Count: 765 A Bureau Veritas Company -Cert. of Au h. 26917.308 NW 170th Street • North Miami Beach, FL 33169 • Telephone: (786) 248 -3180 • Facsimile: (786) 248 -3190 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from this report are reserved pending written approval. Our reports apply only to the strength of the listed specimens and not to the in -situ strengths of components identified in the "locations °. The results in this report pertain only to the specific Items tested. This document is an electronic representation of a report endorsed by the professional engineer whose signature appears herein. The electronic signature that appears herein may not conform to certain requirements for all goveming Jurisdictions of this report. A separate physically printed, signed and sealed copy can be furnished upon request. CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK permit extended for 60 days more as per NB approval. 10/11/10 Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 155025 Permit Number: RC -4 -09 -683 1 Inspection Date: January 18, 2011 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments January 18, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Page 1 of 1 Mr. Norman Bruhn CBO Miami Shores, Florida S STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com STRUCTURAL COMPLETION CERTIFICATION PROJECT: Venger Residence (Permit # RC -4 -09 -683) LOCATION: 10000 N. Miami Avenue, Miami Shores, Florida DATE: January 14, 2011 Dear Sir: I, acting as Engineer of Record hereby certify that all the structural work on the above referenced project has been constructed in conformance with structural drawings for the project. To the best of my knowledge, this building is structurally designed and constructed in accordance with good engineering practice and is in compliance in all respects with local building code requirements. To the best of my knowledge, belief and professional judgment the approved permit plans represent the as- built condition of the structural components of the building. SIGNED: Tanya Homleid, P.E. REG. NO. STATE: FL. 61706 COMPANY: Optimus Structural Design LLC ADDRESS: 7850 NW 146 Street, Suite 305 Miami Lakes, Florida 33016 S.I. NO: # 7021292 Page 1 of 1 CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK permit extended for 60 days more as per NB approval. 10/11/10 Passed • Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 155026 Permit Number: RC -4 -09 -683 Inspection Date: January 18, 2011 Inspector: Dacquisto, David Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments January 18, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Page 1 of 1 P R E P A R E D BY: "Z 'r • DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned ! d VAN r»� {' 5 41440 VP. the fee simple owners) of the following described property (Property') situated and being in Miami Shores village, Florida: Lot(s) Go 4 1 Block 2. of IlTOAi 7E a ( Subdivision), according to the plat thereof, as recorded in the Plat Book Page 16 of the Public Records of Miami -Dade County, Florida, (address) 100 08 tJ .. M (A 41 A1,104 t) E and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the village to grant same: NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores v81age or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used fora single family residence only. 3. That he/she wi0 not convey or cause to be conveyed the title to the above property without requiting the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) thatthls covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused 201L. WITNESS(ES) Signature an••nt Signature l _ s C,L c c g,e1r Signature and Print 0...`f 1 S Can Q. rv�j+(`� j� and Print c STATE OF FLORIDA ) COUNTY OF MIAMI -DADE ) I HEREBY CERTIFY that on this day personally appeared before me 4Edw vrc R who I (type of identification) as identification and he/she acknowledge that he/she executed the purposes therein expressed. 01 SWORN TO AND SUBSCRIBED before me on this l I day of 1- U (GARY 2 • STATE srxmoi4tteNii I HEREBY CER77FY that I� o file Wad* riginal filed In , :. fi r,,, � Ul deYef W/FNE`. randa,7dOfr^ See OMB HARV twit and By .l ' 1L ! I' ! 111111111111 1111 1 11 11111111 111111111111111111 CFN 2c 11 R0027196 OR BK,I27552 Ps 0427; (1o> RECORDED 111/12/2011 14 36:30 HARVEY RUVINv CLERK OF1C0i1R.Tr MIAMI -DADE COL1NTYr FLORIDA LAST PAGE Miami Shores Village uilding Department 10050 N.E.2nd Avenue iami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 hand(s) and seal(s) to be affixed hereto on this day of S+1 a OWNERS: Signature r and Print 1 NOTARY PUBLIC, STATE OF FLORIDA me or has produced freely and votuntadiy, for ,p - �8 o 4 ,� n ..� 4 d , A 4z: , 'sp o- k q1412 CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK permit extended for 60 days more as per NB approval. 10/11/10 00 7 Passed Inspector Comments "' ' °` ' ,, '' . A V IN Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 155027 Permit Number: RC -4 -09 -683 1 Inspection Date: January 18, 2011 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments January 18, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Page 1 of 1 Date: 03/20/09 Project: 2419 s Scale: 1 " =30' Checked by: JET F.B. NA Drawn by: DR Sheet: 1 of 1 Sketch: 1641 A Ref: Revised 6/9/09 % a E z U 8 L= 39.17'(C) SYMBOL LEGEND O Survey Point FlP Found Iron Pipe ES Catch Basin Fnd Found Centerline DH Drill Hole - 0 - Wood Power Pole CBS Concrete Block Structure ��1 I 0 z 25.0' Concrete Driveway h g U �,` NI- W v Ito d a;_ FN ° 3 0 O ° Z I a 0.3' ,6 25.0' 70.0' w /Cap d 01 Pool Equip. 2o +� O 1--I AC I N ' CV N F i• '. m M Fence H FlP b .90' a-• 5' Concrete Sidewalk ° . ,� — b 3 94.00 N 11' Parkway S89'59'57 "W 2; Conc. R 25.00' Guy Anchor Fire Hydrant Light Pole N90 °00'OQ "E 144.00 Asphalt Pavement ABBREVIATIONS Lot 5 Block 2 5' Wood Fence (On Line) N.W. 1 OOth 50' Right -of -Way Sketch of Boundary Survey STREET 40.0' 4 U a ' = /!/ = cL Q ap 40.0' End Nail & Cap No ID R= 25.00' L1=90'13'40" L= 39.37'(C) LEGAL DESCRIPTION: Lot 6 and 7, in Block 2, of HAMILTON TERRACE, according to the plat thereof, recorded In Plot Book 15, Page 75, of the Public Records of Miami —Dade County, Florida. W SURVEYOR'S NOTES: — "1 No underground footings were located. The client provided the legal description to this surveyor. W No encroachments were noted by this survey, except as shown hereon. Bearings as shown hereon are based on recovered monumentation. Q Any notorious evidence of occupation and /or use of the described parcel for Right —of —Way, Ingress or Egress is shown on this survey drawing. However, this survey does not purport to reflect any recorded instruments or Right —of —Way other than shown on the recorded plat or stated in the legal description as it appears on this drawing. The ownership of the fences and /or walls as shown hereon was not determined. This survey is intended for the use of the parties to whom this survey is certified to and for. Any reproduction is L o not an original. This surveyor retains an original to verify these dated contents for validity. Q 3 ° Differences are noted as compared to calculations from the record plat and are shown as plat, measured, record — and /or deed. L o The National Flood Insurance Rate Map 12025C0093J for Florida Community 120652, Panel 093, FIRM Date 01/20/93, with an effective date of 03/02/94, published by the United States Department of Housing and Urban Development, delineates the herein described land to be situated within Zone "X ", with no base flood elevation. H This sketch shown hereon in its graphic form, is the record depiction of the surveyed lands described herein and H will in no circumstances be supplanted in authority by any other graphic or digital format of this Survey. This map ✓ is intended to be displayed at a scale of 1 " =30' or smaller. At the maximum intended displayed scale the survey and sketch's positional accuracy value occupies 1/20" on the display. 0 Revised on June 9, 2009 (Added Septic Tank location and gates). z SURVEYOR'S CERTIFICATE: The undersigned, a Professional Surveyor and Mapper, duly authorized to practice under the laws of the State of Florida hereby certifies to the herein named firm and /or persons that this Sketch of "Boundary Survey" and the Field Survey on which it is based were made in accordance with the "Minimum Technical Standards" requirements set forth by the Board of Professional Surveyors and Mappers in Rule 5J- 17.051 and 5J- 17.052 of the Florida Administrative Code, Pursuant to Chapter 472.027 of the Florida Statutes. TRIANGLE SURVEYING & MAPPING, INC. J,Sµ°n Li . tak fessional / eyor and Mapper #5664 ate of Flori a (A Bounday Update (Garage & pool areas) JL /jet 1/13 10000 N Miami Avenue Vender Residence • TRIANGLE 2 . Surveying & Mapping, Inc. 8809 NW 66th Street 218 N. Florida Street Miami. Florida. 33166 Bushnell. Florida 33513 305 597 -9701 352 569 -1326 LB 7388 www.TRIANGLESM.com (514?-k Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC o. Q Permit Type (circle): i Rodin Roofing Owner's Name (Fee Simple Titleholder) 1f» i i•J kiG N Owner's Address 00 0 Q ► 1 A1A111 i 4iiLi City M 1 P(M I S QS State Zip 33is0 Tenant/Lessee Name j Phone # Job Address (where the work is being done) Contractor's Company Name Type of Work: ['Addition Describe Work: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 00 N. 1.A1-4 City Miami Shores Village ,y County Miami -Dade FOLIO / PARCEL # 1(— .3 lb (- Oz.( - 0130 Is Building Historically Designated YES NO hl Q J U1 Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) //qq fit MA.114 S t ICU Phone #) •( VJ S6 eood Value of Work For this Permit $ ION Square / Linear Footage Of Work: Alteration [New Submittal Fee $ Permit Fee $ Notary $ S' 00 Training/Education Fee $ Scannin $ ti , At e R �� Radon $ DPBR $ Bond $ �} ) —ode Enforcement $ Structural Review. $ 60 • ere _# Permit No. `-/- t - 3 Master Permit No. : ��x�x: �. x�x��x��: ��x�: x: x: x��: �x�: ��x�: �x�: x: x: ��: a�* �: x x�� • ��x: x�x�� :��x��x�x�:�x+��x� *�xM�x llQ� Double Fee $ Phone # Phone # 305-742-4-4g 4-7 n Zip ?j3 l S�V ❑ Repair/Replace ❑ Demolition pl IT APP 2 2 2009 J B Y. aq CC'F $ i9 CO /CC Technology Fee $ '2) • T S Zoning $ ow Due $CQ)47)• See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subj - t to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap roved . i a reinspection fee will be charged. Signature The for•goin day of (Revised 07/1W07) My Commission Expires: 0 ner or Agent instrument was acknowledged b , 200, by ke1)) APPLICATION APPROVED BY: who is personal y known tr me or who has produced s i�tion and who did take an wth. '0 c a v �?4 co OP ` 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 01A Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: t � DATE: 4- /oy ADDRESS: Op Da u 14 I kM 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 sate or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It its 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 mast 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 Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 1“-) 3. I have an understanding of the 2004 FBC & FRC and understand 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 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. 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. Initial V 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. Was acknowledged before me this p day of By 6/1 Produced there License or Initial Initial L/ 7. I understand that if any person gets injured on my construction 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. Initial who was personally known to me or who has as identification. opi VMcutI 14 4;1, (f fgJoq BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Value of Work For this Permit $ Type of Work: ['Addition Describe Work: * ** Notary $ Building Radon $ Miami Shores Village Building Department eel LE AUG 11 2009 BY: �^---� 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. t V - 1 (t2 0 Master Permit No. �3 Roofing Owner's Name (Fee Simple Titleholder) Iv A f ti / ' , , , kil Is Phone # e q �C44c c � 2 ` Owner's Address N , (`-t lam. 1 vtG k( 2 City M ( I <74-00,4,C State Zip I 1 c0 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1060 0 N t M (~i t ' ► ly City Miami Shores Village County Miami -Dade Zip 3. 3 ( 0 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ti1A Ow 11 Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. t! — - (C, Architect/Engineer's Name (if applicable) 0 � 1 (M.tI S � 0 �� r ' Phone # r✓ (C--o Ut i Demolition a >1/rt4 / D ® 4 • CAICS CO /CC DPBR $ Square / Linear Footage Of Work: r. on QNew - 4 Repair/Replace 4.0►( e a! ► ) 44 • * * * * * * * * * * * * * * * ** * * ** � * ** *F * * * * ** * * * * ** Submittal F • � � Permit Fee $ 3.J 'S � 'I Training/Education Fee $ Scanning $6 Structural Review. $ Total Fee Now Due $ Bond $ Code Enforcement $ Double Fee $ � 1 See Reverse side -* CCF$ Technology Fee $ Zoning $ MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to . do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is su ect w attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ' pproved i nd a reinspection fee will be charged. Signature wner or Agent Contractor The foregoing in i ument was acknowledged bef me this 1 1 The foregoing instrument was acknowledged before me this I�-01 � , day of 20 _ b day of � ► , 20 � by y by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ho has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,a,uu My Commission Expires: pS QS ` APPLICATION APPROVED BY: (Revised 07/10/07) Signature Sign: Print: My Commission Expires: for Y7' WI// 9 $ /PI.LGZ. Plans Examiner Engineer Zoning a SYMBOL LEGEND O Survey Point ER Catch Basin Centerline ref H R 25.0' 6.4 0 Ul °� 3 O rn u7 25.0' O IC N z ► 4 P— $ FlP'0.24.90' � 0 CL 0 0 a) a — c o 14i n 63 0.3' Wood Power Pole Guy Anchor Fire Hydrant Light Pole a_ L 0 v , c a) c J c Concrete w/ a Gas Tank 5' C! airalink Fence 0H D ate: 03/20/09 Scale: 1 ° =30' F.B. NA Sheet: 1 of 1 ` Ref: Project: 2419 Checked by: JET Drawn by: DR Sketch: 1641 • Asphalt 70.2' Driveway Pool Equip: « - 0 70.0' R= 25.00' A=89'46'20" L= 9.17'(C) 0 m 0 0 0 a_ a) O c O 0 ABBREVIATIONS HP Fnd DH CBS Found Iron Pipe Found Drill Hole Concrete Block Structure Lot 5 Block 2 N90'00'09"E 144.00 0 4' Iron !I Fence 5' Concrete Asphalt Pavement Sketch of Boundary Survey 5' Wood Fence rA /C O! 50' Right —of —Way v Sidewalk 11' Parkway 94.00' S89'59'57 "W 2. 13.6' 8 N 0 0 to m- 0 0 30.3' Lot 6 Block 2 Lot 7 Blcck 2 44.8' -o a) o a� E o 0 c cn 0 Fnd N.W. 1 OOth STREET o_ I 0) 0, L- 0 c O 0 40.0' 40.0' Fnd Nail & Cap No ID R= 25.00' A= 9013'40" L= 39.37'(C) W 3 Z W I 0 Q — 0 ao I 0 Z 10000 N Miami Avenue Vender Residence CITY PY LEGAL DESCRIPTION: Lot 6 and 7, In Block 2, of HAMILTON TERRACE, according to the plat thereof, recorded to Plat Book 15, Page 75, of the Public Records of Miami —Dade County, Florida. SURVEYOR'S NOTES: No underground footings were located. The client provided the legal description to this surveyor. No encroachments were noted by this survey, except as shown hereon. Bearings as shown hereon are based on recovered monumentation. Any notorious evidence of occupation and /or use of the described parcel for Right —of —Way, Ingress or Egress is shown on this survey drawing. However, this survey does not purport to reflect any recorded instruments or Right —of —Way other than shown on the recorded plat or stated in the legal description as it appears on this drawing. The ownership of the fences and /or walls as shown hereon was not determined. This survey is intended for the use of the parties to whom this survey is certified to and for. Any reproduction is not an original. This surveyor retains an original to verify these dated contents for validity. Differences are noted as compared to calculations from the record plat and are shown as plat, measured, record and /or deed. The National Flood Insurance Rate Map 12025C0093J for Florida Community 120652, Panel 093, FIRM Date 01/20/93, with an effective date of 03/02/94, published by the United States Department of Housing and Urban Development, delineates the herein described land to be situated within Zone "X ", with no base flood elevation. This sketch shown hereon in its graphic form, is the record depiction of the surveyed lands described herein and will in no circumstances be supplanted in authority by any other graphic or digital format of this Survey. This map is intended to be displayed at a scale of 1 " =30' or smaller. At the maximum intended displayed scale the survey and sketch's positional accuracy value occupies 1/20 on the display. SURVEYOR'S CERTIFICATE: The undersigned, a Professional Surveyor and Mapper, duly authorized to practice under the laws of the State of Florida hereby certifies to the herein named firm and /or persons that this Sketch of "Boundary Survey" and the Field Survey on which it is based were made in accordance with the Minimum Technical Standards requirements set forth by the Board of Professional Surveyors and Mappers as contained in Chapter 61G17 -6 of the Florida Administrative Code pursuant to Chapter 472.027 of the Florida Statutes. TRIANGLE SURVEYING & MAPPING, INC. n Liptak fessional Surveyor and Mapper #5664 ate of Florida • TRIANGLE Surveying & Mapping, Inc. 8809 NW 66th Street 218 N. Florida Street Miami, Florida, 33166 Bushnell, Florida 33513 305 597 -9701 352 569 -1326 LB 7388 www.TRIANGLESM.com nspection Number: INSP- 119540 Permit Number: RC -4 -09 -683 I Inspection Date: July 16, 2009 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK Passed t 7,Atee Failed Correction Needed Re- Inspection Fee July 16, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments SOIL COMPACTION REPORT IN FILE For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Work Classification: AdditTon Phone Number Parcel Number 1131010210130 Page 1 of 1 BUREAU VE 1T1 $ PROCTOR DATA 1 2 GL: Grid Line Page: 1 of 1 Report Date: 7/10/2009 Report Number. 1 BVNA Project Number: 26009 - 145155.00 Permit Number. Doc. Control Number: MIA489689 Engineer. CODE CP: Control Point KEY TE: Technician Estimation Soil Description 11.8 105.0 Zell -/ g O ad ed 3 Sand 3.0% 5.0, o Gray fine to medium grained Sand; General Remarks: % DENSITY REQUIREMENTS AS PER: Florida Building Code All dimensions and directions are approximate. All lines and levels are the responsibilities of others. C: Contractor Provided E: Existing at Time of Test S: Survey U: Unknown GS: Grade Stakes BS: Backscatter Test Mode NUCLEAR SOIL DENSITY TEST REPORT AST Client: Mr. Kevin Venger 10000 North Miami Ave. Miami Shores, FL 33150 Architect: LOCATION DATA RESULTS General Location Test Location 1 :At North End of Pool - TE FOOTING FOR BLOCK WALL TP: Third Party Test Result 0: Other 06/16/2009 Cesar Valderrama Project: Venger Residence 10000 North Miami • Miami Shores, FL 3 12 Test Date: Sampling Technician: Project Manager. Alfredo Budik P.E. JUL 1 6 2 009 Contractor:O g Y: Make: Troxler Model: 3440 Serial Number. 15121 8.9 111.7 102.6 97.7 95.0 P Respectfully submitted, BUREAU VERITAS NORTH AMERICA, INC. Standard Count: Density Count: 2246 Std Moisture Count 765 ,/3/ Alfredo Budik P.E. FL License No. 43884 A Bureau Veritas Company -Cert. of Auth. 26971 • 308 NW 170th Street • North Miami Beach, FL 33169 • Telephone: (786) 248 -3180 • Facsimile: (786) 248 -3190 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from this report are reserved pending written approval. Our reports apply only to the strength of the listed specimens and not to the in -situ strengths of components identified in the "locations ". The results in this report pertain only to the specific items tested. This document is an electronic representation of a report endorsed by the professional engineer whose signature appears herein. The electronic signature that appears herein may not conform to certain requirements for all goveming jurisdictions of this report. A separate physically printed, signed and sealed copy can be furnished upon request. BUREAU VERITAS Page: 1 of 1 Report Date: 7/10/2009 Report Number. 1 BVNA Project Number: 26009- 145155.00 Permit Number: Doc. Control Number. MIA489649 Engineer. Architect: MOISTURE / DENSITY GRAPH ILIU 105 101 97 cr 13 Moisture Content (Percent of Dry Weight) 15 MOISTURE DENSITY RELATIONSHIP BY PROCTOR METHOD Client: Mr. Kevin Venger 10000 North Miami Ave. Miami Shores, FL 33150 Project: Venger Residence 10000 North Miami Ave Miami Shores, FL 33150 Contractor: TEST DATA Date Obtained: 07/16/2009 Test- pate: 06/18/2009 Material Origin: IN -SITU Material Description: Well- graded Sand (85.0% Gray fine to medium grained Sand; 12.0% Gravel; 3.0% Silt) Determined By: Estimation Sampled Weight (Ibs) 50.6 Preparation Method: Moist Test Method: "MODIFIED" PROCTOR ASTM D 1557 -A Rammer Description: Mechanical Over Sized Correction: Weight Method: General Remarks:. Optimal Moisture % Max. Dry Density (PCF): Sampling Technician: Testing Technician: Project Manager: Pounds 11.8 105.0 Cesar Valderrama Johnny Barber Alfredo Budik P.E. Respectfully submitted, R U VERIT NORTH ERICA, IfgC, 23, AA stir Alfredo Budik P.E. FL License No. 43884 A Bureau Veritas Company -Cert. of Auth. 26971 • 308 NW 170th Street • North Miami Beach, FL 33169 • Telephone: (786) 248 -3180 • Facsimile: (786) 248 -3190 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from this report are reserved pending written approval. Our reports apply only to the strength of the listed specimens and not to the in -situ strengths of components identified in the "locations °. The results in this report pertain only to the specific items tested. This document is an electronic representation of a report endorsed by the professional engineer whose signature appears herein. The electronic signature that appears herein may not conform to certain requirements for all goveming jurisdictions of this report A separate physically printed, signed and sealed copy can be furnished upon request. Inspection Date: June 15, 2009 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments EXPANSION OF CONCRETE DECK AND BUILD THREE NEW CONCRETE SLABS Passed ` W �� 7 Failed Correction Needed Re- Inspection Fee June 15, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756- 8972' Inspector Comments For Inspections please call: (305)762 -4949 Phone Number Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Foundation Work Classification: Addition /Alteration Parcel Number 1131010210130 Page 1 of 1 CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK V Passed let4,4/ Inspector Comments f4.45 9 erj�, c . ` ,4' Ata e p ,� P Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 15, 2009 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments June 15, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition/Alteration Phone Number Parcel Number 1131010210130 Page 1 of 1 TEST NO: LOCATION r � t . DENSITY Tech: ` v ' Project No: Project Name: DEPTH (IN.) Test Date: V e e( ol Av Project Address: 0 r SOIL DESCRIPTION #1 / Proctor Report # MAX. DRY DENSITY PCF SOIL DESCRIPTION #2 / Proctor. Report# MAX. DRY DENSITY PCF OPTIMUM MOISTURE • MACHINE IDENTIFICATION MAKE. MODEL .. .• c SERIAL # (71a/ -, '- 41.41a :T MACHINE CALIBRATION DENSITY COUNT �- + / - MOISTURE COUNT 7 `� S: FIELD `DRY DENSITY (PEA. % DENSITY REQUIREMENTS AS PER ` Time Assigned: Project Phone: <' OPTIMUM MOISTURE PERCENT MOISTURE ': PERCENT MAXIMUM DEN TY %IREQ CARPOT ENCLOSURE, NEW GARAGE DOOR INSTALLATION AND CURTESY WALL ON CONCRETE DECK Passed G ;y Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspe n Nun NSA' - 118070 Inspection Date: June 29, 2009 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments June 29, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number RC-4 -09-6 Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition /Alteration Parcel Number 1131010210130 Page 1 of 1 305 sac Zyy/ Miami Shores Village May 28, 2009 • • ••• • ••.•• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • VIUS STRUCTURAL DESIGN L1 C ' • • CONSULTING ENGINEERS . . • • • . 7850 NW 146 Street, Suite 305, Miami IIafe's; FI 3361& T. 305.512.5860 F. 305.512.5861 1 • ' • • www.optimussd.com • • • • • • • •• •• • ' • . . STRUCTURAL CALCULATIONS FOR STRUCTURAL ALTERATIONS AT VENGER RESIDENCE LOCATED AT 10000 N. Miami Avenue, Miami Shores, Florida A PPROVED i BLDG DEPT 7113 DATE .' . � WITH ALL FEDERAL SUBJECT TO COMPWW STATE AND COIF RULES AND REGULATIONS v J Tanya Homleid P.E. PE #61706 ITEM No. RESPONSE TO BUILDING DEPARTMENT COMMENTS 1 Owner to address. 2 Owner to address. 3 Owner to address. 4 Please see attached revised drawings. Electrical drawings to be provided as well. 5 Please see attached revised drawings — ASCE -7 -05 is indicated. 6 Please see attached S -0 with the revised Soil Statement Note. 7 Foundation depth was revised to 12 ". 8 Comer bar detail is added to plans — see drawing S -1. 9 Foundation for the cantilever wall was lowered — see revised detail. May 28, 2009 .. ' . ••• • • • • ... •. • • • •• • • •' •. • • . • • • . • US ST DESIG LLr • • • • ••• Mr. Norman Bruhn CBO Miami Shores, Florida CONSULTING ENGINEERS . •. . • • . 7850 NW 146 Street, Suite 305, Miami Inliei,IL'350Ile T. 305.512.5860 F. 305.512.5861 • • • www.optimussd.com RESPONSE TO STRUCTURAL REVIEW COMMENTS: • • e eee •• • ••• ••• . . .•. .• ... •• • ••• • • • • • . :.' ; • •• . • '•' • . ••• •• • • ••• . • .•• • • • .. • ••• • • • • • • • • • • •.. • • • VIUS STRUCTURAL DESIGN L Lr • ' ' • • •• CONSULTING ENGINEERS • •. .•• • • • 7850 NW 146 Street, Suite 305, Miami 1,Ulie 1:330: e T. 305.512.5860 F. 305.512.5861 • • ... www.optimussd.com • • •••• • • • . . •• •• • • •• • •• . . • • • ,• • •• ..• • •• 4 • •• • • • . • • • • •• • • - • • • • •• • • ••• ••• 10 Steel column note was revised to "be removed" 11 Section information was coordinated with plan 12 Starter column was added at the new CMU wall at garage 13 Wall cap was revised to 8 "x8" minimum 14 The existing foundation is monolithic with slab, we are doweling the new foundation into existing edge to provide connection between new foundation, existing foundation and columns above. Owner to address. 15 16 Owner to address. lA See S-1 — column reinforcement notes were corrected 2A See S-1 — column reinforcement notes were corrected 3A Starter column was added at the new CMU wall at garage 4A Note to restore finish was added 5A Details for attachment of the new steel beam to existing conc. Beam were added — see S -2 6A Please see attached calculations • • ••• . • .•• • • • .. • ••• • • • • • • • • • • •.. • • • VIUS STRUCTURAL DESIGN L Lr • ' ' • • •• CONSULTING ENGINEERS • •. .•• • • • 7850 NW 146 Street, Suite 305, Miami 1,Ulie 1:330: e T. 305.512.5860 F. 305.512.5861 • • ... www.optimussd.com • • •••• • • • . . •• •• • • •• • •• . . • • • ,• • •• ..• • •• 4 • •• • • • . • • • • • • • •• . •• .. • • • . : • • • • • - • • ••• • US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS •' • .'• • • • 7850 NW 146 Street, Suite 305, Miami X;032016 • T. 305.512.5860 F. 305.512.5861 ' • ••• www.optimussd.com Please let us know if you have any questions or require additional information. Sincerely, 7 Tanya P.E. • • ••• •• •• • • • • • • • • • • • • • • ••• • •• •• • • • • • • • • •• •• • •• • • •'• :•. :•• ' •• • • • :: • ' • ; • • •• Roof is not being modified, existing structurarfra•mitig re ins.'We are 7A adding ties at the garage rafters at the new tie beam. 51 501 fic Perrnft No; 09483 Job Mama: May 5, 2009 Norman Bruhn CB0 X5495-2204 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • . • • ▪ • M.. U. 6 8 . V1 lam ••••• , hbres. lieg e nt • • • • : 285. Marni Otei,gion* 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Page 1 of Building Critique Sheet 1) Plans must be approved by HRS for the septicsystem. 4- 2) Provide receipt from Miami Dade planning and Zoning for impact fees 3) A demolition permit application is required. 4) Corrections for structural are required. Electrical permit and plans are required, 5: wind load design criterion is incorrect. The required design is AS( E-7435 146010 1 exposure C. 6) The plans require a soil boring report from an engineer. 4.1. 7) The foundation size does not meet the minimum required. W-18 must be 12" deep. 8) Provide a note showing corner bars are requirectV 9) The mirlimum depth to the top ofthe foundation is 8" beloW grade. The minimum depth to the top of foundation on a wall that has no above ground lateral support 15 16! to grade. V 10) The steel column shown as remaining at carport has been mmoved corredtilansw" 11) Section 3/s2 shows a W16 footing and si shows wf24. The detail must match the plans. v" 12) The connection from the new carport wall to the existing structure requires a starter column.. The detail provided does not work; #5 does n.ot fit in the 'mortar joint ,0# 13) The wall cap on thew-2 is too small; an 8"x8" minimum is requiredY . 14) The new column reinforcement must extend to the new foundation or have continuity created for uplift tram foundation to beam. 15) Provide a roofing permit and application. -••• 16) ProVide all product approvals for the new doors signed reviewed and approved by the designer of record. Plan review is not 'complete, when all items above are corrected, vie will do a complete plan review. lf any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. STRUCTURAL CRITIQUE SlihET Bel 0 ei self 584L• #44 be ,P5 .0 t no peel Miami Shores Voiligge, • •• • • • • Building beparthkra • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Kr050 11.E. Avenue • 0000 o i: 0057952204 o • • ;Pe). • • • OOOO M lo Shores, 3313:8 •• • • 0 • o • Fan POW56.8972 • • • ••• •• Permit No. 11 3 Job Name (seingee Date */...24 Avg Off vet • • • • • • • • • 0 0000 • • • • • 7 0 4 op" oat 1-$4 eeshre 5144 loirtiska Aisti Yeet-i • Hoader octno TS4g8 pnot5i 271 7Ve boam , tviei ioad cox/cella i e 00 fierof r--a . 49 iiern, show 6tivki* 4 II I-604s at tc eao-10.1 1 40 1144 ex/V n e • • ••• • • • ••• • • • • • • •• ••• • • • • • ••• • • • • US STRUCTURAL DESIGN Liar • • CONSULTING ENGINEERS •*. . • • • 7850 NW 146 Street, Suite 305, Miami Lille , L T. 305.512.5860 F. 305.512.5861 • • • www.optimussd.com ••• • • • '! •. •• • • •••• • • • • ... ••••. • •• • ••� • • • ••• • • ••• •• • • STRUCTURAL CALCULATIONS FOR STRUCTURAL ALTERATIONS AT VENGER RESIDENCE LOCATED AT 10000 N. Miami Avenue, Miami Shores, Florida May 28, 2009 Tanya H PE#61706 eid P.E. ■■■MOM■■ ■■■■■■■ ■■MMOM ■rr■■■■■ ■■■r ■■ELMMINEMr ■■■■MUST _ r+ r■■■r■ ■ ■■M■ ■r ■ .■ M : ■ ■r ■■■■rEMrO ir■■■r ■■■ m a•ru■ ■■■■■ ■mr■ _ msamom IU ■■rl i9 m mr ■■r ■■■■erri ■■ umumu■ MMINIMIIMP MINIMOMMOMMIMOMMEMOMMOMM MINIMMOMMOMMOMMEMOMMOMMEMAng202010 ■ ■M ■ ■�■N M r■■■■rM■■r■■■■■r■r r■■r ■ ■liI■■ ■■■■■■■ ■ ■■ i MENI IM. F ■ .■i �� ■■� ��r■■■■■I ■ ■■■�r■ ■rr■�r■ r■ ■■i ■!■ !4■rr ■r m■■sm! 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'7050 INV 146 Street Suite 305, Lakes, FL 33016 T. 305,512.51160 F. 305,51251161 www.eiptirwassdora,m I •• ' • • a • ' • ! 4 • • • • • • ILO • • . • . • • • • • IV, ' • • • • •• • ■ • • • • • op! • • • • • ' • • • • : .143, * : • 411 alio . 10 SHEET NO. , ' ,3 , OF 01/40 f • . .: •MC Bet • • • • • • : : 4 •• • • : krhaeablir • • •• • • PATE • !. SCALE Section 3 • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • •• • • • • TABLE3.1.2.5: Reinforced Wall Properties for Load Combinations includ�gtti�ad or SeigmTd • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • Steel Reinforcement Properties ' • • • • • Concrete Masonry Wail Properties tn. 8 in Bar Size No. 5 t = 1.25 i n t 1 in Partially Grouted Masonry 3 -24 Reinforced Concrete Masonry Design Aids d Bar Area 0.31 in t No.5 E 29,000,000 • • • ' • • ••• • 60,000 ps • Fe 32,000 psi. • Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall For Effective Depth, d = 3.81 in. Out- of-Plane Resisting Moment and Shear for Bars Positioned on the Tension Side of the Wall Effective Depth d = 4.63 in Bar Size No. 5 Bar Area 0.31 in Notes: 1. Masonry stress governs for M above bold line, steel stress governs below. If no bold line exists, masonry stress governs. 2. Bold values indicate tee beam behavior for partially grouted walls. 7 5/8" For f (psi) 1,350 1,500 2,000 3,000 Spacing (in) A (in MR (in- lb/ft) V R (Ib/It) p� M R (in -Ib/ft) V R (lb/ft) MR On-lb/ft) VR (Ib/ft) p� "'R {in -lb/ft) V R (IbNt) 8 0.47 21,628 2,241 23,348 2,363 28,639 2,728 37,777 3,050 16 0.23 17,512 2,241 8,83 ,363 22,827 2,728 25,715 3,050 24 0.16 15,341 2,241 16,420 2,363 1,7111 2,728 17,423 3,050 ' 32 0.12 122798 2,241 12,857 2,363 13,010 2,728 13,200 3,050 40 0.09 10,337 2,241 10,381 2,363 10,494 2,728 10,634 3,050 48 0.08 8,677 2,241 8,712 2,363 8,800 2,728 8,908 3,050 56 0.07 7,438 1,921 7,467 2,025 7,543 2,338 7,636 2,614 64 0.06 6,508 1,681 6,534 1,772 6,600 2,046 6,681 2,288 72 0.05 5,785 1,494 5,808 1,575 5,866 1,819 5,939 2,033 96 0.04 4,339 1,121 4,356 1,181 4,400 1,364 4,454 1,525 120 0.03 3,471 897 3,485 945 3,520 1,091 3,563 1,220 Section 3 • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • •• • • • • TABLE3.1.2.5: Reinforced Wall Properties for Load Combinations includ�gtti�ad or SeigmTd • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • Steel Reinforcement Properties ' • • • • • Concrete Masonry Wail Properties tn. 8 in Bar Size No. 5 t = 1.25 i n t 1 in Partially Grouted Masonry 3 -24 Reinforced Concrete Masonry Design Aids d Bar Area 0.31 in t No.5 E 29,000,000 • • • ' • • ••• • 60,000 ps • Fe 32,000 psi. • Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall For Effective Depth, d = 3.81 in. Out- of-Plane Resisting Moment and Shear for Bars Positioned on the Tension Side of the Wall Effective Depth d = 4.63 in Bar Size No. 5 Bar Area 0.31 in Notes: 1. Masonry stress governs for M above bold line, steel stress governs below. If no bold line exists, masonry stress governs. 2. Bold values indicate tee beam behavior for partially grouted walls. 7 5/8" For f (psi) 1,350 1,500 2,000 3,000 Spacing (in) A (in MR On-lb/ft) V R (Ib/ft) MR On-lb/ft) V R (Ibfft) MR On-lb/ft) >r MR (in -lb/ft) V R (lb/ft) 8 0.47 30,168 2,719 32,512 2,866 39,703 3,309 52,076 3,700 16 0.23 23,944 2,719 25,761 2,866 30,932 3,309 31,447 3,700 24 0.16 20,640 2,719 2 0,722 2,866 20 96 3,309 21,282 3,700 32 0.12 15,656 2,719 15,723 2,866 15,896 3,309 16,111 3,700 40 0.09 12,637 2,719 12,687 2,866 12,815 3,309 12,972 3,700 48 0.08 10,602 2,719 10,641 2,866 10,740 3,309 10,863 3,700 56 0.07 9,088 2,331 9,121 2,457 9,206 2,837 9,311 3,171 64 0.06 7,952 2,039 7,981 2,150 8,055 2,482 8,147 2,775 72 0.05 7,068 1,813 7,094 1,911 7,180 2,206 7,242 2,467 96 0.04 5,301 1,359 5,321 1,433 5,370 1,655 5,431 1,850 120 0.03 4,241 1,088 4,256 1,146 4,296 1,324 4,345 1,480 Section 3 • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • •• • • • • TABLE3.1.2.5: Reinforced Wall Properties for Load Combinations includ�gtti�ad or SeigmTd • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • Steel Reinforcement Properties ' • • • • • Concrete Masonry Wail Properties tn. 8 in Bar Size No. 5 t = 1.25 i n t 1 in Partially Grouted Masonry 3 -24 Reinforced Concrete Masonry Design Aids d Bar Area 0.31 in t No.5 E 29,000,000 • • • ' • • ••• • 60,000 ps • Fe 32,000 psi. • Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall For Effective Depth, d = 3.81 in. Out- of-Plane Resisting Moment and Shear for Bars Positioned on the Tension Side of the Wall Effective Depth d = 4.63 in Bar Size No. 5 Bar Area 0.31 in Notes: 1. Masonry stress governs for M above bold line, steel stress governs below. If no bold line exists, masonry stress governs. 2. Bold values indicate tee beam behavior for partially grouted walls. 7 5/8" For Rev: 580000 User. KW- 0803515, Ver 5.8.0, 1 -Dec -2003 (c)1883 -2003 ENERCALC Engineering Software Description General Information Code Ref: V:316i24 9 :7 WV 2003•Ii1C, 2003 NFPA 5000 Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 2,000.0 psf 1.330 0 5,000.0 psi 60,000.0 psi 150.00 pcf 0.00 psf 0.640 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft 0.620 k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k 2.00ft x 1.00ft Footing, 12.0in Thick, w/ Column Support 8.00 x 12.00in x 0.0in high DL +LL DL +LL +ST Max Soil Pressure 470.0 1,840.8 psf Allowable 2,000.0 2,660.0 psf "X Ecc, of Resultant 0.000 in 7.915 in "Y' Ecc, of Resultant 0.000 in 0.000 in X -X Min. Stability Ratio No Overturning 1.500 :1 Y -Y Min. Stability Ratio 1.516 Footing Design Shear Forces ACI C-1 Two -Way Shear 0.47 psi One -Way Shears... Vu @ Left 0.00 psi Vu @ Right 0.00 psi Vu @ Top 0.00 psi Vu @ Bottom 0.00 psi Moments ACI C-1 Mu @ Left 0.10 k -ft Mu @ Right 0.10 k -ft Mu @ Top 0.00 k -ft Mu @ Bottom 0.00 k -ft General Footing Analysis:& Resigrt • •: ACI C -2 0.37 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C -2 -0.03 k -ft 0.31 k -ft 0.00 k -ft 0.00 k -ft Title : • • ••• • • • • •• .•• Job# •• •• • •• • • • Dsgnr: • • • • • • • Date: 10,36AM, 29 MAY 09 Descrl do • • • •• • • • • • p a: • • • • • • • • • ••• • • • • ••• Scope : • Dimensions.! • Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X X Axls Col Dim. Along Y -Y Ms Base Pedestal Height Min Steel % Rebar Center To Edge Distance 3 0.32 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C -3 -0.03 k -ft 0.26 k -ft 0.00 k -ft 0.00 k -ft • • ...ecc along X -X Axi ...ecc along Y -Y Axis 0.000 in Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way • Vn " Phi 240.42 psi 120.21 psi 120.21 psi 120.21 psi 120.21 psi Ru / Phi 1.5 psi 4.7 psi 0.0 psi 0.0 psi • • •• • • • • • •• • • • 0.000 In Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k-ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k • 2.000 ft 1.000 ft 12.00 In 8.00 In 12.00 in 0.0001n 0.0014 3.50 in Vn "Phi 0.000 120.208 psi 0.475 240.416 psi As Req'd 0.26 in2 0.26 in2 0.02 In2 0.021n2 Caution: X(short)ecc >Widt Actual Allowable 0.309 k -ft per ft 0.259 in2 per ft perft perft per ft per ft Rem 580000 User: KW- 0603515 Ver 5.8.0, 1-Dec-2003 (c)1963.2003 ENERCALC (nearing Software Description Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C-1 ACI Eq. C -2 ACI Eq. C -3 ACI Factors (per ACI 318 -02, applied ACI C-1 & C -2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 Title; • • ••• • • . • ••• Job# Dsgnr: • • • • • • . . • Ll,4e 10166AM, 29 MAY 09 Descriptlol • • . • • •. • • • ••• • • • • ••• Scope : General Footing Analysisiecilegigrt ; •; Soil Pressure Summary Left 470.00 0.00 658.00 0.00 0.00 Right 470.00 1,840.83 658.00 1,932.88 1,656.75 Intemally to entered loads) ACI C-2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor • • • • • • • • •. wrap • • 470.00 470.00 0.750 0.900 1.300 658.00 493.50 423.00 • • • • • • 1 bttom 470.00 psf 470.00 psf 658.00 psf 493.50 psf 423.00 psf d "1.4 Factor or eismic 1.400 Add"I "0.9" Factor for Seismic 0.900 Rev: 580000 User. KW 0603515. Ver 5.8.0, 1 Dec - 2003 (c)1983 -2003 ENERCALC Engineerin! Software tes .:.,::rseGrnc?.x.... �s::a. xrrs: ..tea • =.s gsrr *rsaza - ss+¢n�r�.'a Description morammwmgegf General Information • Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio One -Way Shears... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom General Footing Analysis:& :Design: 0.930 k 0.330 k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k D L +LL 990.0 2,000.0 0.000 in 0.000 In No Overtuming No Overturning 2,000.0 psf 1.330 0 5,000.0 psi 60,000.0 psi 150.00 pcf 0.00 psf DL +LL +ST 990.0 psf 2,660.0 psf 0.000 in 0.000 in 1.500 :1 Title : • • • • • Dsgnr: ••••• • Description: • • • • ••• Scope : •• • • • •• ••• •• Code Ret:r4CI 1$-0 , 39 ' 13B4,.200O.IBC, 2003 NFPA 5000 Dimensions.... • • Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 In ...ecc along Y -Y Axis 0.000 In Shear Stresses.... 1 -Way 2-Way • • • • •• Job # :NM 102AM, 29 MAY 09 ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • ••• • •• • •• :�, �1l" '�°:x�vx ;diF�..r?. �,= '•i.'6ite.'.Y ECm.A"'4i'#,EeFF.`h .r . �?.'-' .rfie_',3,'�'i�= #R��?H@�:k��+.�. Loads Creates Rotation about X -X Axis (pressures © top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k 1.50ft x 1.00ft Footing, 12.0in Thick, w! Column Support 8.00 x 12.00in x 0.0in high Max Mu Required Steel Area Footing Design Shear Forces ACI C-1 ACI C-2 1 C-3 Vn * Phi Two -Way Shear 0.28 psi 0.21 psi 0.13 psi 240.42 psi 0.00 psi 0.00 psi 0.00 psi 120.21 psi 0.00 psi 0.00 psi 0.00 psi 120.21 psi 0.00 psi 0.00 psi 0.00 psi 120.21 psi 0.00 psi 0.00 psi 0.00 psi 120.21 psi Moments ACI C-1 AC1 C-2 ACI C-3 Ru / Phi Mu © Left 0.11 k -ft 0.08 k -ft 0.05 k -ft 1.7 psi Mu @ Right 0.11 k -ft 0,08 k -ft 0.05 k -ft 1.7 psi Mu @ Top 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.0 psi Mu @ Bottom 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.0 psi Yu_ 0.000 0.282 1.500 ft 1.000 ft 12.00 In 8.00 In 12.00 In 0.000 in 0.0014 3.50 in Vn * Phi 120.208 psi 240.418 psi As Reo'd 0.26 in2 0.26 in2 0.02 in2 0.02 in2 Page te Footing Design OK Actual Allowable 0.108 k -ft per ft 0.259 in2 per ft per ft per ft per ft per ft Description Service Load Soli Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C-1 ACI Eq. C-2 ACI Eq. C-3 ACI 0-1 & C -2 DL ACI C -1 & C -2 LL ACI C-1 & C -2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 Left 990.00 990.00 1,452.00 1,089.00 693.00 ACI Factors (per ACI 318 -02, applied internally to entered loads) Right 990.00 990.00 1,452.00 1,089.00 693.00 Title: • • ••• • • • ••• Job # Dsgnr: ;• •• • • • • kg •• 29 MAY 09 Description: , • :' • • i i • • ••• • • • • ••• Scope : ACI C -2 Group Factor 0,750 ACI C -3 Dead Load Factor 0.900 ACI C -3 Short Term Factor 1.300 •• •• ;op • 990.00 990.00 1,452.00 1,089.00 693.00 • • Rev: 580000 User. KW- 0503516, Ver 5.8.0, 1- Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software General Footing Analysis Dinign :: •: • • • • • •• Page •• • • • •• ••• •• 3Nk�'S�".»":f;k^".Y.A'Vi: Ct S`s =i� >[T3iSzF{;RYZ§`3"yz`?v` `SSS?i3`k �SUBfC�;i%Nri'SimY5�"%5'q,. EsT'daXs�ti'. 'kiS, Soil Pressure Summary • .... • • • • • • • • • •••Baftom 990.00 psf 990.00 psf 1,452.00 psf 1,089.00 psf 693.00 psf Add" "1.4 actor for eismic 1.400 0,900 Add"! "0.9" Factor for Seismic Description Depth Thickness Width Steel Section : TS4X4X1I4 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location #1 0.400 0.240 Using: TS4X4X1 /4 section, Span = 9.00ft, Fy = 46.0ksi End Fixity = Pinned- Pinned, Lu = 9.00ft, LDF = 1.000 Actual Allowable Moment 6.603 k -ft 9.453 k -ft fb : Bending Stress 19.280 ksl 27.600 ksi fb /Fb 0.699: Shear 2.935 k 18.400 k fv : Shear Stress 1.467 ksl 18.400 ksi fv / Fv 0.080: 1 Maximum 6.60 k -ft Max. M + Max. M - Max. M © Left Max. M @ Right Shear © Left 2.93 k Shear @ Right 2.93 k Reaction @ Left 2.93 Reaction @ Rt 2.93 Fa calc'd per Eq. E2 -2, K`IJr > Cc 9.00 ft 0.00 ft 0.00 ft 9.00 ft #2 Section Properties TS4X4X114 1.85 1.85 #3 4,000 in Weight 0.250 in lxx 4.000 in Iyy Sxx 3.59 in2 Syy Area Rt 2.000 In R -xx Values for LRFD Design.... R -yy J 13.5001n4 Zx Zy Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 2.93 2.93 #4 Title : • • • • • • • • ••• JOb # •• •• • • • •• •• • Dsgnr: • • • • • • •Dgte'10 :FAM, 29 MAY 09 Description. • • • • • • • • • • • ••• • • • • ••• Scope : • •• Rev: 580000 User. KW- 0803515. Ver 5.8.0,1 -Dec -2009 (c)1983 -2003 ENERCALC Engineering Software • • • • • • • • • • • Steel Beam Desigl i • • • • • • ••• • • • Page 553. i 505115151555 W EE E: 55 . , . 5 . 5 55Mi`5.51575W55555 , 5t555551155gitirraiPlitE55555,455555=555M 5 VORIKeitir5, 5 55,5MY5555575M17.1M51555=-M,..5545541,1%14555,55555 .5 ES General Information Code Ref: AISs 9r4St, 97 1B(, TQC, 2003 NFPA 5000 12.19 #/ft 8.220 in4 8.220 in4 4.110 in3 4.110 Ina 1.510 In 1.510 In 4.970 In3 4.970 in3 2.93 2.93 • • •• • • • •• ••• •• #5 • • Fyn • • • • • Load Duration Factor Elastic Modulus • mat.c aria .E 5. 54M5EREW555E5M0 Distributed Loads Note! Short Term Loads Are WIND Loads. #6 lama 1555 Force & Stress Summary Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) • 46.00 ksi 1.00 29,000.0 ksi #7 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only Cal! Center Center Cad Cants 0 Cants 4.17 6.60 k -ft k -ft k -ft k -ft 1.85 2.93 k 1.85 2.93 k Center Defl. -0.404 in -0.255 -0.404 -0.404 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 In Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in k k k/ft k/ft k/ft ft ft -0.404 In 423.1 : 1 267.4 : 1 ,tONc V�ft:. Y 16/ c > Vet Description: ?? Analysis by: ?? P Structure Type Basic Wind Speed (V) Struc Category (1, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (BL Width Paral. To Wind Dir (L) Building 150 II C 1 3.0 14.0 15.00 43.00 73.00 mph Hz :12 Deg Hipped 1 12.00 18.00 ft ft ft ft ft Copyright 2005 WINDO2 v2-O6 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6-2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt = Bm= Cc = I= Epsilon = Zmin = 1.000 0.650 0.200 500.00 0.200 15.00 ft ft www.mecaenterprises.com 5/29/2009 •••• • • ••. • ••• • • • • •• • •• • • • • • • •• •• • • •••• • •• • • • ••. • Page No. 1 of 3 Type of Structure Height/Least Horizontal Dim 0.35 Flexible Structure No Description: ?? Analysis by: ?? P Structure Type Basic Wind Speed (V) Struc Category (1, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (BL Width Paral. To Wind Dir (L) Building 150 II C 1 3.0 14.0 15.00 43.00 73.00 mph Hz :12 Deg Hipped 1 12.00 18.00 ft ft ft ft ft Copyright 2005 WINDO2 v2-O6 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6-2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt = Bm= Cc = I= Epsilon = Zmin = 1.000 0.650 0.200 500.00 0.200 15.00 ft ft www.mecaenterprises.com 5/29/2009 •••• • • ••. • ••• • • • • •• • •• • • • • • • •• •• • • •••• • •• • • • ••. • Page No. 1 of 3 Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 w ft m Zmin 15.00 Izm Cc * 33/z) "0.167 0.2281 Lzm I *(zm/33)^Epsilon 427.06 ( 1/( 1+ 0. 63 *((Min +Ht)/Lzm)^0.63))"0.5 0.9209 ft Q Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8834 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Description: ?? Analysis by: ?? P Structure Type Basic Wind Speed (V) Struc Category (1, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (BL Width Paral. To Wind Dir (L) Building 150 II C 1 3.0 14.0 15.00 43.00 73.00 mph Hz :12 Deg Hipped 1 12.00 18.00 ft ft ft ft ft Copyright 2005 WINDO2 v2-O6 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6-2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt = Bm= Cc = I= Epsilon = Zmin = 1.000 0.650 0.200 500.00 0.200 15.00 ft ft www.mecaenterprises.com 5/29/2009 •••• • • ••. • ••• • • • • •• • •• • • • • • • •• •• • • •••• • •• • • • ••. • Page No. 1 of 3 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2005 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi • • • • • •• • • ••• • •••• • • •• •• • •• • • • • • • • • 5/29/2009 •• • • • • •••• • • • 1• • • • •• •• • www.mecaenterprises.com Page No. 2 of 3 • • • • • • • •••• • • • • • • • •• • • • • • Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft^2) Max Mtn Max Min WINDOW -10 10.00 4 1.00 -1.10 57.70 -62.59 WINDOW -10 10.00 5 1.00 -1.40 57.70 -77.26 DOOR -25 25.00 4 0.93 - 1.03 54.26 -59.15 DOOR -25 25.00 5 0.93 - 1.26 54.26 -70.38 DOOR -15 15.00 4 0.97 -1.07 56.18 -61.07 DOOR -15 15.00 5 0.97 -1.34 56.18 -74.21 ROOF -10 10.00 1 0.50 -0.90 33.25 -52.81 ROOF -10 10.00 2 0.50 -1.70 33.25 -91.92 ROOF -10 10.00 3 0.50 -1.70 33.25 -91.92 CMU WALL 27.00 5 0.92 -1.25 53.97 -69.81 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Double Click on any data entry line to receive a h a= 4.3 =_> 4.30 ft ote: - Inter one 1 through 5, or 1 H through 3H for overhangs. Copyright 2005 a Hipped Roof 7 < Theta <= 27 •••• • • • • • ••• • .. • • •• • •.. • • • • • • . • • • • .••. • • • • •... •••• • • • • .• •• • 5/29/2009 • • • • • • • • • •••• • • • • • • • • • • •• • • •• • • • • • ••. • www.mecaenterprises.com Page No. 3 of 3 MIAMhDAi?!: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Co. 14305 Southcross Drive # 200. Burnsville, MN 55306 SCOPE: • • • • • • • • • • • . . • • • • • • .. NIIAMI DADE COUNTY, FLORIDA ME TRO - • Ff IIUIL.DING . • . . vtEsT •CrLrR'stREET, SUITE 1603 FLORIDA 33138 -1563 • • • e.° • • (305) 375 -2901 FAX (305) 375 -2908 www.miamidadeeov/buildinecode ... . . • •• .•• • • • • • • • • • • ... •• • • •• .. • . • • • • . • • • ... • • . . . • • • • • • • ••• • • • • • • • • • • • • • • . . • 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. BCPRC 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: UGTS/LUGT Tie -downs VAL DOCUMENT: Drawing No.102 -2, titled UGTS SERIFS (Uplift Girder Tie down Short) & 'ght Uplift Girder Tie down)" sheet 1 & 2, with revision No. 1, dated 04 /16/03 & 02/07 /03, prepared by ntted Steel Products Company signed and sealed by Robert W. Lutz, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) 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, r the expiration date may be displayed in advertisin literature. If an �'' Floi and followed by be done in its entirety. g y portion of the NOA is displayed, 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 renews NOA # 03- 0219.02 and consists of this page 1, evidence page E -1 & approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0322.15 Expiration Date: June 20, 2012 Approval Date: June 28, 2007 Page 1 • • •• •• • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • United Steel Products Company. NOTICE OF ACCEPTANCE: ijtt ENC] PLG1 • •. • • B. TESTS: (submitted under Laboratory Report 1. Stork 031205 2. Stork 031205 3. Stork 031205 Revised 4. Stork 301802 - 508833 NOA # 03- 0219.02) Test ASTM D1761 ASTM D1761 ASTM D1761 ASTM D1761 E -1 Date 12/30/01 11/30/01 04/18/02 11/19/02 • • • • • •• • A DRAWINGS: 1. Drawings prepared by United Steel Products Companyltifed "., RE (Uplift Girder Tie down Short)& LUGT2 (Light Uplift girder Tie down:, Iftvgint se 102-2, keets No. 1 & 2, dated 04/16/03 & 02/07/03 with revision No. 1, signed, fin/ seated by TIooert R. Lutz, PE. Engineer. J. D. Lee, PE. J. D. Lee, PE. J. D. Lee, PE. J. D. Lee, PE C. CALCULATION: (submitted under NOA # 03- 0219.02) 1. Calculated capacities of UGTS/USC Rafter Ties, pages 1 and 2, dated 01/15/02, prepared by Robert W. Lutz, PE. 2.Calculated capacities of LUGT2 Light Uplift Girder Tie, pages 1 through 3, dated 01/16/02, prepared by Robert W. Lutz, PE. 3. Calculated capacities of UGTS Series Uplift girder Ties, pages 1 through 3, dated 01/31/03 signed and sealed by Robert W. Lutz, PE. D. QUALITY ASSURANCE: 1. Miami -Dade County. Building Code Compliance Office. E. STATEMENTS: (submitted under NOA # 03- 0219.02) 1. No- financial interest letter issued by USP Lumber Connectors on 01/18/02 and signed by Robert W. Lutz, PE. 2. No- financial interest letter issued by Twin City Testing Corporation, on 11/30/01, signed by J. D. Lee, PE and notarized by C. L. Jacobson. 3. Code compliance letter, prepared by USP Lumber Connectors on 01 /18 /01,signed and sealed by Robert W. Lutz, PE. 4. Confirmation letter verifying capacity of 3/ Power Wedge Anchor with 5" embedment, prepared by Power Fastener on 07/22/03 and signed by M. Ziegler. 5. Confirmation letter verifying letter of Powers Fasteners to United Steel Products, prepared by Stork Twin City Testing Corporation on 07/30/03, signed and sealed by J. D. Lee, PE. F. OTHERS: 1. No change of Product Letter issued by United Steel Products Co., dated March 20, 2007, signed by Robert W. Lutz, P.E. Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07- 0322.15 Expiration Date: June 20, 2012 Approval Date: June 28, 2007 OUCT DUDE HUUId FASTENERS SCHEDULE ALLDWABLE LOADS RAFTER/ TRUSS CONCRETE/ MASONRY WALL UPLIFT 1607. WIDTH JGTS3F 0/12 (8) 1001 (2) 3/4 4 3/4 6390 JGTS4F 0/12 (8) 1001 (2) 3/4 6 1/2 6390 JGTS43 4/12 (8) 1001 (2) 3/4 4 3/4 6390 JGTS44 4/12 (8) 1001 (2) 3/4 6 1/2 6390 JGTS53 5/12 (8) 1001 <2) 3/4 4 3/4 6390 JGTS54 5/12 (8) 1001 (2) 3/4 6 1/2 6390 JGTS63 6/12 (8) 1001 (2) 3/4 4 3/4 6390 3GTS64 6/12 (8) 1001 (2) 3/4 6 1/2 6390 1GTS73 7/12 (8) 10d (2) 3/4 4 3/4 6390 1GTS74 7/12 (8) 1001 (2) 3/4 6 1/2 6390 1GTS83 8/12 (8) 1001 (2) 3/4 4 3/4 6390 'GTS84 8/12 (8) 1001 (2) 3/4 6 1/2 R - qqn 9' MINIMUM EDGE DISTANCE WHEN NO REINFORCING PROVIDED 1 CONTINUOUS REINFORCEMENT RER BY 2121 - 2 -3 FBC 1 /8' X 3 1/2' 70XX WELD (TYP) ILL UGTS PRODUCTS ARE 10 GAUGE MATERIAL. 9' 1 1 - RUSS /RAFTER PITCH RANGE BETWEEN 4/12 & 8/12 03/4' X 6 1/4' LG. POWERS WEDGE -BOLT (MINIMUM EMB. = 5') (MANUFACTURED BY POWERS FASTENERS, INC.) 2000 PSI MASONRY TIE BEAM (C -90) 1) STEEL SHALL CONFORM TO AST.M A653 STRUCTURAL GRADE 33, 414tf A MINIMUM GALVINIZED .COATING OF G96•0R EQUIyfl! r 2) FASTENERS AIRE.'CO11IMON Wij* NAILS UNLESS OTHERWISE NOTED. • • • • 3) ALLOWABLE MCP' 'HAVE BM • INCREASED B.'.. *. WI 1]LV ORT TEIPI DURAT • •: FACTOR F M URTHER eINCREASE WIND ED NDIrTION. • NO 4) ALLOWABLE L1?a11S ARE BASED - ON THE NATIONAL DESIGN SPECMMICAT1ONS ClAtrl !CTIOP 2001 EDITION iF�ti.SOUTHE�tN ANNE• • • (G= 0.55 OR EDITION. AND MOISTURE CONTEPIt OF 19% OR BETTPRt " VAL TESTS PERFORMED IN• ACCORDANCE WITH ASTM Direr •. UNITED STEEL Pik©'IPIJC2S •. 'A1Y 703 RUGERS DRIVE, MONTGOMERY, MN, 56069 PHUN£ 364 -7333 NAME! UGTS SERIES (UPLIFT GIRDER TIEDOWN SHORT) DATEt 4/16/03 SHEET' 1 OF 2 GENERAL NOTES ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL: FLORIDA REG. NO 55409 DRAWING NO.t 102 -2 MEWED 2.41,1 .1g O£ � ``— k 1REVISION NO. MDArF GA FASTENERS SCHEDULE RAFTER/ TRUSS PLATE 14 (16) 10d (2) 10d CONCRETE (5) 1/4° DIA. POWER STUD ALLOWABLE LOADS 160% L1 1220 L2 460 UPLIFT 1850 'RrIDUCT 7E LUGT2 LUGT2 NOTES 1) L1 ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, Li & L2 ARE NOT TO BE COMBINED. GROUT FILLED CONCRETE BLOCK (C -90) WITH 2000PSI GROUT PRODUCT RENEWICEI its c?t ¢ yggvi'itk 1) ugsia;iag zy Dh stio �� !ice ✓l:Yt DATE 2/7/03 SHEET 2 OF.2 GENERAL. NE .t:ES STEEL SHALL CGAFDIRM TD.AttA•A653 STRUCTURAL GRABC ANIM MINIMUNT GALVINIZED CDPAI446. OF G90. • • • 2) FASTENERS ARE.F.00QMON WIR�•AIAILS lS OTHERWISE NOli • * • 3) ALLOWABLE LOADS BASED • ON THE NAT ANAL DESIGN SPECIF!CgtnIS FCr..1,4Q4D CDNIMI CTIOI 2001 EDITION FOR SOUTHERN YELLOW •TNE (G= 055 OR BT.T.E.Ro.AND MDISJURE CONTENT OF 19% OR LESS) ALL• TgSTS PMaRMED ltd ..;. ACCORDANCE WITH A TM D 6 . • UNITED STEEL Pik ULBUCTS.•CD.1l2•PA?V Y 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PH014 364 -7333 NAME' LUGT2 (LIGHT UPLIFT GIRDER TIEDDWN) ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL FLORIDA REG. NO 55409 DRAWING NOT 1/4 X 3 1/4 POWER STUD (MIN. EMB. 2') (MIN. EDGE DIST. 3') (MIN. SPACING 2 1/2') tnp —na . • I MDADE _ kiv f\ Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JOB ADDRESS: 1 0 0 0 0 a k ( ( INEPKI E COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Permit No. Master Permit No. GS) ®u is )010 d r - CV Permit Type: BUILDING I � ,r�C —7 � — 7( 7 OWNER: Name (Fee Simple Titleholder): I 1 9 " v & k Phone #: f � G Address: ( 00 00 P. 1-4fN4 A`'F°N O , City: Q'11 kc') k. W State: el.- Zip: 331§ Tenant/Lessee Name: Phone #: Email: City: Miami Shores County: Miami Dade Zip: 33 j j d Folio/Parcel #: 1 13 1 0 102 10 130 Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: OC (:I*, Phone #: 3as '( Z- cu o Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address DAlteration ❑New ❑Repair/Replace Description of Work: ' L ❑Demolition ************** *** ****************** **** F ***************** * *** ** Submittal Fee $ Permit Fee $ . t1--- " --4) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ b04 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe tion wh'ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not e appr►ved and a reinspection fee will be charged. Signature Owner or The o f� o'�instru meA t b ac owled �ed before �ne this � i , 11 y who is personally known to me or who has produced Sign: Print: My Commission Expires: APPROVED BY ent As identification and who did take an oath. 7 j i z , Jt 1/421 (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) I9--) 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: **** *+ x********************* ********** ******** ****a+ ***************** ******* ***** **********w******* * * * *** Plans Examiner Zoning Structural Review Clerk 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER T1 ILDER DISCLOSURE STATEMENT NAME: 9 L t C DATE: 1 0111110 ! ADDRESS: 10000 Alrl I 'hit - iJ ‘-f& 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an o er- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, ma act as Fny own contractor with certain restrictions even though I do not have a license. Initial Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons worki residence, It is my responsibility to ensure that the persons whom I employ have the license required by I municipal ordinance. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible �for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or liA nse num -rs on permits and contracts. 4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or sub ntially i p oved myself is sold or leased within 1 year after the construction is complete, the law will presume that I bui or su antially improved it for sale or lease, which violates the exemption. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or e loyees hile working on my property. My homeowners insurance may not provide coverage for those injuries. I am willful) acting an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal i ome tax a social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers co pensati for the employee. I understand that my failure to follow these may subject to serious financial risk. Produ d ther License or NOTARY Initial Initial Initial Initial Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informa have provided on this disclosure. Initial ,v0$11 a .v _ , t i E �. 2Z \1 an 1 ` i , 9 tiC OotvI;dO 00.,INC. SRO 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Reve a Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I ay conta the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. myfioridalicense .com /dbpdpro /cilbfind x.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I .m the party legally and financially responsible for the proposed construction activity at the following address: n that l Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does n have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this � day of (bi , 20 J 0 1(2, who was personally known to me or who has s identificat' • n kv 9 ( liceff-- (0080 1J ' I , 4c1) I �CNi t 9-11) , fL 33/Co 0&lo!peof- 211i 7-0 to M I PcK c U'1 t,L 1401240 hi/v1-0• LO.■ Nr 21.1 A fv • M 33135 Oa wi l�0 t, it$ OCT 2 0 2010 BY: v E.51 f 4--. 30 Will 6 j S O j (cl to j)( /10 . $ )41 PL e A W 1 Ail S � 1 t �- �l� CbP A 3b DAi1 �es slo) ©f Pa-1-4-11- Gcb3 *WA Ti) V9119& 1 4144) � l dc `i (0c 7 L . 1 m 1 4,KIT( v �ss cs`�� I , / �I . '- - Ic ou -fi `� D 12 l g ids t"If't IT Q01\ i t t cw r tea madA A2 ,) o■' \II /31lc ?lava CQw v(01 5 AO f ic.% I _ ,tU BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ke-J 1 PJ S Phone # Owner's Address ) 000 ig , M 1 � 1 kv( City 1-1 I 1 � f J v {?;cs State Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Contractor's Company Name Contractor's Address Value of Work For this Permit $ Submittal Fee $ 1 if) oC0 Zip 33t,), 0 Phone # N. Mr Avi Vi a= County Miami -Dade Zip ( 3f ) /b2 If) 1 3c0 Is Building Historically Designated YES NO V 1 ly Architect/ Engineer's Name (if applicable) Q 1c P4 J , 5 fi T Phone # Master Permit No. 6 63 3 ;05- 751 Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New Dr Repair /Replace Describe Work: p--g- PL-k0, ( 15-r 136- 14 Lt, (,.11 FZ %,U 1 Gkz. C° S S I Pef02/04 (Au PAIL V 1 4I5 Notary $ Training/Education Fee $ Scanning $ ) 9 CO Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ to D . vo + a _et- = 1; ;so r .. Total Fee Now Due $ ' 303 ' 00 APR 0 9 2010 u' BY' Permit No. R C.,,C "' (0'83 31 a Flood Zone City Qualifier Na State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail 30c— C12 gSL® Ion ❑ Demolition )Jikl g, J f friti o PD%. etb ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ HYCCF $ CO /CC $ , U (.J'0 J Technology Fee $ Bond $ See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in go' . aith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property i subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp tion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no, be approved and a reinspection fee will be charged. Signature As identification and who did take an oath. (Revised 07 /I0 /07)(Revised 06/10/2009) Signature Own or Agent Contractor The foregoing instrument was acknowledged before me this 9 The foregoing instrument was acknowledged before me this day of S'I-20 IQ , by €..11 ^4 vat.Oarm- , day of , 20 by who is personally known to me or who has produced D who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1Ialt � a 4 4r, �� Sign: Print: ` 03/�6/? r Print: My Commission Expires: _ NOT 4Ry p U�`� ° My Commission Expires: N'• Commi o -. pl r on / .y � D o 659 01 •,.• ``." * * * * * * * * * * * * * * * * * * * * * * * * ** i pt v**************** * * * * * * * * * * * * * * * ** * * * * *** * * * * ** * ** * * * * * * * *•* * * * ** APPROVED BY d� i . ›0 1401 //c) �� *1 4 tans Exami ��'� r7‘/ Zoning f/ 1 , 7 ,, i= Engineer Clerk checked OWNER BUILDER DISCLOSURE STATEMENT NAME: IBC/ t o S, LI G - Ef--- DATE: 4i et (l o ADDRESS: _10000 I R NA M I Do hereby Village 4 t 9 � y petition the Villa a of Miami Shores to act s own con r purrsuan!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 fora 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 new form states 75,000). 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.CA 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, n may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible fQr the construction and is not hiring a licensed contractor to assume responsibility. 5. I understand that, as the owner-builder, I must provide direct, onsite supervision of the construction. Initial Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or II nurpbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially im roved myself is sold or leased within 1 year after the construction is complete, the law will presume that I but or subs ntially improved it for sale or lease, which violates the exemption. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by coynty or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am wil ly acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers c mpensatiog for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or htto:/ Mww. mvfloridalicense .com/dbpr /arolcilbiii ex.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for In my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial Ices that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ( day of ,1 L... , 20 1 By A)3/4 N \I ►►uun„ r , who was personally known to me or who has ,� • E Xpi ;•> ,,,..• • ' � Produced there icensjor k ' as identification. 00 ma iii3 ( D / . = Q,tenis 6 co� Bt�C . ,s • F(/ , o a Re 4 P `` �� _ ®�� i� � NOTARY ' ``` s coed �Pn ®!/ ',/, P 0 RW' \' 111 S STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com RESPONSE TO BUILDING DEPARTMENT COMMENTS REGARDING CMU INFILL BETWEEN EXISTING ONCRETE COLUMNS AT VENGER RESIDENCE LOCATED AT 10000 N. Miami Avenue, Miami Shores, Florida Apri1.3.0,_2010 L BY._. N......:o._'.. 4� ri � iV �1 ' J 1�; 3JrJ • d .... .. / nliel.' ' ;PE#6i;,7o6� _ ITEM No. RESPONSE TO BUILDING DEPARTMENT COMMENTS 1 Please see attached revised drawings S -1 and S -3 as per your request. However, we believe that the starter column is not needed in this case — we are infilling the existing opening between the existing concrete columns, concrete beam and concrete stem below. Florida Building Code under R4407.4.2.10 Wall additions states: "Where new walls are connected to existing walls, such connection shall be by means of a starter column of minimum 8 by 8 inches (203 by 203 mm) dimension reinforced with two #5 bars ". This is intended for connection of the new CMU walls to the existing CMU walls when doing a house addition. In our case we are infilling between the existing concrete framing, similar to infilling in multi-level construction when the CMU walls are built within the concrete skeleton. The CMU infill in Venger's Residence is not intended to be load bearing, the existing concrete columns and beam above are already carrying all the required loads. Apr1130, 2010 Mr. Norman Bruhn CBO Miami Shores, Florida RESPONSE TO STRUCTURAL REVIEW COMMENTS: Please let us know if you have any questions or require additional information. Tanya Homleid; P.E. S STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com • • 64 A/11mi S, - ores Village Building Department TITRAL CRITIQ I0050 N.Elnd Aver Aiamt ShotV, ftortdd '3.31 Tel , (305) 795.22 - Fag: 00.5) 75.6AM •t. 11 •L i7n b : 11 4;7 :4 4' ....;:e,1:;44 °..- otte •• •• • • •• •, • - • • ..• • ..... • • • BUILDING PERMIT APPLICATION FBC 20 Contact Phone Submittal Fee $ Notary $ Scanning $ Double Fee $ Structural Review. $ 00-00 --o Is Building Historically Designated YES Architect /Engineer's Name (if applicable) Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Ty : BUILDIN R OOFING Owner's Name (Fee Simple Titleholder) lC1 EV ( N 5 ( 411 Cif R. Phone # ~ 7 q 1 ' 7 1 4 1 Owner's Address (Q d 0 I 9 1 ( O 1 . ( .PR , CityWAt_5_44,0 State Zip 33 tc6 Tenant/Lessee Name Phone # Email — Job Address (where the work is being done) 10.000 {.i✓ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # (1 3 ( / - 0130 NO� Contractor's Company Name l 000v&r" Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Value of Work For this Permit $ Square / Linear Footage Of Work: 0$ Type of Work: ❑Addition QAlteration QNew Repair/Replace El Demolition ft (C Descri y rk: I<!' 5& ° Acpeosi ovi 41 CCF $ Permit Fee $ Training /Education Fee $ E -mail DPBR $ Violation date: Permit No. 09 W Master Permit No. Phone # Total Fee Now Due $ 33 (co J iii OCT 22 2009 V BY: Flood Zone Technology Fee $ Bond $ ih o}Inkr Avni , t - o 4-146 Yw's'on Pzr See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 i subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp ction w ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n t be app oved and a reinspection fee will be charged. Signature Signature Owner or Agent The for of g nstrument was ac)cnowledged befo,reme this day o who is t Sign: i �' Al � �° • C3 11 h� Print: .4\v‘4. � AP� ; 3 c, My Commission Expires: `' `* Q wr,,, G� 'r ************** * * * * * * * * * * * * * * * * * * ** * * * * *i * *** **k*ie: *** ***********' t*** ***** dc****/ r*9t1F :F*** **** * ***9t*it*** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) r who has produced As identification and who did take an oath. 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 Zoning Engineer Clerk checked Kevin S. Venger 10000 N. Miami Avenue Miami Shores, FL 33150 P: 305-751-7147 September 9, 2010 Miami Shores Village Norman Bruhn, Building Director 10050 NE 2 " Avenue Miami Shores, FL 33138 RE: Request for 30days Extension on Permit # 683 — Expires September 11, 2010. Dear Mr. Bruhn: Please allow this letter to serve as my formal request for a thirty (30) day extension of permit #683 which expires on September 11, 2010. Construction is commencing next week on the remaining scope of work and all proper inspections will be scheduled. Thank you for your assistance regarding this matter and if you have any questions please don't hesitate to call. Sincere evin S. Venger Homeowner fmagsmi) SEP 1 0 2010 WINDOWS 7 SLIDERS REPLACEMENT. TIE BEAMS AND COLUMNS FOR SLIDERS WILL BE REPLACED TOO. FEES PAID ON MASTER NB Passed i/-,7 Inspector Comments Cc-- / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: November 17, 2009 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments November 17, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 112367 Permit Number: WS -4 -09 -685 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Miscellaneous Phone Number Parcel Number 1131010210130 Page 1 of 1 BUILDING PERMIT APPLICATION FBC Permit Type (circle): Contractor's Company Name Building Miami Shores Village C min's Building Department ; APR 2 3 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B Y. ''`` Permit No. ��J O • Master Permit No. Roofing Owner's Name (Fee Simple Titleholder) e 1 V F tv &FE, Phone # ;19 -7G1 -7(4-7 Owner's Address 1000 0 P. M / A t4 / ?fl'. City M 1 A l S State Zip 33 / So Tenant/Lessee Name Phone # Job Address (where the work is being done) MO 0 0 N . il4 ( i /Pie 7 City Miami Shores Village County Miami -Dade Zip h 3 0 FOLIO / PARCEL # I I ' 3 ( 01 — 0 21 - 013_40 Is Building Historically Designated YES NO kV OW Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. ^- Architect/Engineer's Name (if applicable) Del l H VS CT Phone # 3Dg c( 2. - 6 0 Value of Work For this Permit $ — 5 Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: W Alteration ['New Slid4; Phone # Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Signature Sign: (Revised 07/10/07) wner or Agent The foregoin instrument was acknowledged before day of 2 by who is personal y known to me `i oor who has produced l and who did take an oath. NOTARi' P BLIC: . Print: My Commission Expires: 16 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a p , roved and a reinspection fee will be charged. Signature Contractor e thi0 The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: � C• �. � s ay' y, '.(, " My Commission Expires: *********************************4 t********************************* * * * * * * * * * * * * * ** * * * * * * * * * * ** * *** Sign: Print: V t APPLICATION APPROVED BY: tFd l/ Plans Examiner Engineer Zoning NAME: DATE: 1124, (6$ 16000 M. +4 M1v) ► Av.. 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 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 residbnce. 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 attd 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 it 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.L• 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. ADDRESS: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT 1. I hold title to the above property and I am planning on doing this co Myself. truction Initial A 2. I understand that as an owner builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit. Initial )i 3. I have an understanding of the 2004 FBC & FRC and understand 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 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial �f 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 au attorney. The department will not mitigate any contract disputes. , l Initials 6. I understand that if I compensate any person or company for work performed they are requited 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 �' v 7. I understand that if any person gets injured on my construction 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 o[�" day of By 1 Initial l' V who was personally known to me or who has Produced there License or Ti ,1 15 3 •O as identification. 0, of I w � , 6 , c � '� - G q " � 5 0 • ••• • ••• • • • ••• •• • • ••• • ••• • • •• • ••• • ••• ••• ••• • •• • • ••• • ••• • ••• ao tas • • • • • • • •• • •• • •• • • • • • COMM Minna aaenOr b orb. trg C ICt MA ft Ott Ott CO CO Mai OM el Ut de WV. ID iutt m e. 4 MOW • GENERAL NOTES: Glazing systems sball be designed and mannnmred by Olasswall LCC, and as aplmovedby Architect and Omens, to contacm generally to the architectural drawings and specifications utilizing the &Bowng: A. PRODUCTS: B. ALUMINUM: SERIES No. 102 Aluminum Single Hung Window System, Largo Missile Impact Resistant, NOA No. 084021.06 SERIES No. 200 Aiumiaam Sliding Olass Dona System - barge Missile Impact Resistant NOA No. 07-0309.11 Sliding Glass Doses to include tandem stainless seal rollers, high -rise sills, andheary gauge alambmmn ermasioas. No screens. Interior doors to be Small Missile Impact resistant. Famtstons shall be BOOS -TS (alloy end temper) as appropriate to meet structural andmannfametngmgafementa. Thickness of extrusions to be as necessary to meettheae requirements. C. FINISH ON ALUMINUM: P. for and interior finish of all aluminum products to be Arcadia Silver, applied pier to febrteattin. D. GLASS: • 0-1- Largo Missile Impact 9/16" the Clear Class composed of outboard 1/4" Gear mtedeyer 090 the SOP Gear. inboard 1/4" Gear healstrengthened • 0 -2- Small Missile Impact 9/16" the. Laminated Glass Composed oil outboard 1/4" Clear Annealed. mtarffiyer 0.60 Oils. PVB Clem', inboard 1/4 thk. Clear Annealed. E. SEALANT: • Exterior period seal to be Dow Coming 790 (or equivalent), color black. • Shop glazing seal to be Dow Comdng 793 (or equivalent), color black F. FASTENERS: • Assembly =WS shall be Stainless Stani • tas a1(eglon Surews ahaWbe ere notelet me Structural rermimments. G. MISCELLANEOUS NOTES: H. EXCLUSIONS: I •®,• 0. can • The quantities and dimensions shown on the drawings are based on the provided drawings by Opttmas Structural Design. Data 04 -02-09 • All Systems to be Rdoay assembled and glazed at 0lasswall facility. • Bla max • Cleaning of glass and ahuminom alter installation. • Pmteation of glass and al mimmn after installation • Second Mae of exterior perimeter ran khag (dress making) after stucco. • interior caulking. • Field measuring ofany kind for verifying cempltanw with mchOectmal drawings or these shop drawings. • Field Testing. Veneer Residence ww 10000 MAIM FLORIDA H � � MI Kt Glasswall LLC ' P rc� dr • • ••• • ••• • •• ••• • • •• • ••• • ••• • • • ••• •••• • • • • •• • • •• •o• w • • • • •••• - " s°° " s ""'i i) • • k ••• +• •. • •(°. • 4.1 C Pt • • • •'°� • • •,f-• • • • c.. • ••• 0. • ••• • • • • is' 7Ct • • • • ;s • i;•t.• �•• • • • t...�a • ... •• �•••• • !_*„t.• •' •• • • • • i,, , ... >.,. - i;: • T llama 1/4.g 0 a PR 14 ST Ott Sr ow. or .1 111 GENERAL NOTES: Glazing systems shall be designed and maoufaclwed by Glassine!' LCC, sad as approved by Architect and Owners, to conform generally to the architectural drawings and specifications utilizing the following: A. PRODUCTS: • SERIES No. 102 Aluminum Single Hung Window System. Large Missile Impact Resistant, NOA No. 08•1021.06 • SERIES No 200 Aluminum Slid Glass Door System - Large Missile Impact Resistant NOA No. 07-0709.11 Sliding Ohms Doors to include tandem stainless steel rollers. bigb -rise oIDs, and heavy gauge aluminum extrusions. No =eats Interior doors to be Small Missle Impact resistant B. ALUMINUM: Extrusions shall be 6005 -T5 (alloy and temper) as appropriate to meet stucauai and manufacturing requirement. Thickness of extrusions to be as necessary to meet these requirement. C. FINISH ON ALUMINUM: Exterior and interior fnisb (Wall aluminum products to be Arcadia Sllver. applied prior to fabrication. D. GLASS: • 0-1- Large Miss&& Impact 9/16° tht . Clear Glass composed all outboard 1/4° Clear beatreogtheaed, i,terleyer 0.90 Mk. SOP Clem, toboard U4° Clear heetstreagtbeved 0 -2- Small Missile Impact 9/16° thk Laminated Glass Composed of outboard 1/4° Clear Annealed, interiors 0.60 thk. PVB Clem, inboard 141° thk. Clear Annealed. E. SEALANT: ®m n Damon I® 163/16108 I a ®a o ORm • Exterior perimeter seal to be Dow Coming 790 (or equivalent), color black • Shop glazing seal to be Dow Coming 795 (or equivalent), color bleak. F. FASTENERS: • Assembly screws shell be Stainless Steel. �._ . r . ir e . • IrtaTlar�7on shall be as noted to meet Stemma requirements. G. MISCELLANEOUS NOTES: • The quootilies and dimensions shown on the drawings are based on the provided drawings by Optimus Structural Design. Date 04 -02-09 • AE Systems to be factory assembled and glazed at Glasswan fatality. H. EXCLUSIONS: • Blue max • Cleaning of glass and aluminum after installation. • Protection of glass and aluminum eler Installation. • Second line of exterior perimeter caulking (dress making) after soma. • Interior caulking. • Field mearuritgofany kind for verifying compliance with architectural drawings or these shop drawings. • Field Testing. 46 NMI Venger Residence tw• 10000 NORTH MIAMI AVENUE, MIAMI SHORES, FLORIDA Glasswall LLC 3539 tap. •a Smtfl i ((11 4363 ° s»st MIAM COUNTY NOTICE OF ACCEPTANCE (NOA) GlassWall, LLC 3550 N. W. 49 Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations gove The documentation submitted has been reviewed by Miami -Dade County by the Board of Rules and Appeals (BORA) to be used in Miami Dade the Authority Having Jurisdiction (AHJ). BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION Vou Vic- ag7tx.‘ MIAMI -DADE COUNTY, FLORIDA METKO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildinecodeonline.com tion materials. d accepted e allowed by This NOA shall not be valid after the expiration date stated below. The iann = = County oduct 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2001.." Aluminum Sliding Glass Door -L.M.L APPROVAL DOCUMENT: Drawing No. W05 -32, titled "Series 200L Alum Sliding Glass Door (L.M.L) ", sheets I through 8 of 8, prepared by AL Farooq Corporation, dated 05/31/05 and last revised on Jul 26, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., 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: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers ers 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 NOA(s) # 04-0316.03 & 04-0702.01 consists of this page 1 and evidence pages E -1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07 -0309.11 Expiration Date: July 08, 2009 Approval Date: August 23, 2007 Page 1 OPTIMUS STIWCFURAL DESIGN LLC SHOP DRAWING R IEW REVIEW , •.eview of sho drawings prepared by a ^laity engrneet is only of a cursory naturre (0 :ietermine that doe submittals have been cr,rnished. and that the submittals have been Ciged and sse,Iled Fry the specialty engineer. ti4 drtaileo check of calculations has been performed. No detailed check of dimensions or quantities has been made. The specialty engineer signing and sealing the drawings will be solely responsible for the structural adequacy of the proposed Designed System. OSD will not be responsible for any deficiencies crated during the construction by improper design, erection, installation or other operations related to the system shown on these diawinsgt. ,G�b BY /2 GlassWall, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0316.03 & 04- 0702.01) 1. Manufacturer's die drawings and sections. 2. Drawing No. W05 -32, titled "Series 200L Alum Sliding Glass Door (L.M.1.) ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporation, dated 05/31/05 and last revised on Jul 26, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 04- 0316.03 & 04- 0702.01) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 241132.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4002, dated 12/18/03, signed and sealed by Edmundo Largacspada, P.E. 2. Additional Test reports 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Construction Testing Corp., Test Report No. 05 -040, dated Nov. 16, 2005, signed and sealed by Yami I G. Kuri, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying w/ FBC 2004, prepared by Al Farooq Corporation; dated 12/04/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Gluing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10, issued to E.I. Dupont de Nemorous & Co., Inc., for their "SentiyGlas Plus ®", expiring on 12/11/08 2. Notice of Acceptance No. 03- 0415.13, issued to Solutia Inc., for their "VancivaTM for composite interlayer ®", expiring on 12/11/08. G. STATEMENTS 1. Statement letters of conformance and "No financial interest", dated 10/25/06, prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as part of test report, issued by above Testing Laboratories. IL OTHER 1. This NOA revises NOA(s) # 04-0316.03 & 04- 0702.01, expiring on July 08, 2009. E -1 1C 1. Ct14 4 J hag L Chanda, P.E. Product Control Examiner NOA No 07- 0309.11 Expiration Date: July 08, 2009 Approval Date: August 23, 2007 DOORS O4.AZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 0 MAX. TYP. HEAD /ALL CORAERS 50 DIES gam A Td(knnillm. JgT 1J PJ :LASS DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WHO DURATION. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDDTON INCLUDING HION VELOCITY HURRDNE ZONE (NYH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 10 BASE MATERIAL SHALT. 80 BEYOND WALL X10 OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 114 ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING OUT NOT LAMED TO SSE/METAL SCREWS, THAT COME INTO CONTACT WITH OFNER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA SLOG. CODE SEC110N 2003.8.4. 46 1 /8 D.4 GPO. 51 3 /6' PAgL WIDTH X0 (sHOSN) OX XX 22' MAX. AT HEAD/S1LL • !, 40 5/5' 0.4 GPO. 0X0 (SHORN) xxx 74x0 3' O.C. TYP. 204' DOOR WIDTH 82 7/8' PANEL MGM TYPICAL ELEVATION TESTED UNIT (OXXO) APPROVFTT CONFlGURATION5 s 0.0. M. 46 3/4' d. GPO. • PANEL SID OXXO (SHOWN) 7474x0 XXXX CLUSTER OF ANCHORS IN PAIRS AT STILE ENDS SEE CHART ON SHEET 3 OUANCRES 46 5/8' 0... GPO. 51 1/2° PANEL WIDTH CLUTTER OF ENGLE ANCHORS AT STILE ENDS SEE CHART ON FOR QUANTITIES SHEET 3 LAMINATED GLASS LARGE MISSILE IMPACT loon 0i. NUMAYttUN // MOM SIRCCIIMS PRODUCT REVISED ilierlptylnwfththeRsitda Mao Coda AcOpiams I* Itploidos DU. slIST° " „•I. . r 1 1 41 1 1 drawing no. W05 -32 (sheet 1 oT 8) PAM. MUM WOK MIES 30 38 42 48 84 80 30 38 42 48 84 90 30 38 42 4e 84 50 30 38 42 48 84 00 30 35 42 40 54 e0 30 38 42 48 84 30 35 42 48 30 42 48 51 DESIGN LOAD CAPACITY - PS? GLASS TYPE 0000 Hew Da. ( +) RCM 00l ( - ) 110.0 110.0 110.0 80 110.0 110.0 110.0 110.0 110.0 1 10.0 84 110.0 110.0 110.0 110.0 110.0 110.0 eo 110.0 110.0 110.0 110.0 110.0 98 110.0 110.0 1104 110.0 110.0 110.0 102 1100 110.0 110.0 110.0 110.0 110.0 108 110.0 110.0 110.0 1100 114 110.0 110.0 110.0 GLASS TYPE E1R. ( +) MT. ( -) 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 190.0 90.0 110.0 90.0 120 110.0 - 110.0 - 110.0 " CHART AT LEFT 1S FOR DOOR NEWS YOIHOUT HEAD RECEPTOR. COORS USING HEAD RECEPTOR MAY SE 1 -1/r HKIHER THAN SHOWN (SEE SKETCH) avow AstestAssce NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS AND FLORIDA BUILDING ISSION DECLARATORY STATEMENT DCA05- DEC -219 SIUOONE GE DOW C 795 Er.p 90. NUMAYOUN FAR000 OJA I l8i 1/4• HEAT STREN'D GLASS 078' INTERIATER YANCEVA STORM COMPOSITE SY 'SOLUTIA INC.' 1/4° NEAT STREN'D MASS GLASS TYPR 'B' GLAZING 0PTI0N8 drawing no. W05 -3 shoot 2 of 8 DESIGN LOAD CAPACTTY - P07 (ANCHORS) PAID KM NOM ociEs 38 42 48 84 60 30 32 42 48 64 80 30 36 42 48 54 60 so a3 42 40 54 80 30 at 42 48 04 80 30 38 42 40 54 30 38 42 48 30 38 42 48 81 0608 MKT 0 BO 84 90 u 102 108 114 120 DOORS R/0 READ RECEPTOR ANCHORS ANCHORS TYPE A TYPE H S' K1N. EDGE D. 8' KIN. EDGE DIST. 1 -0/8' KIN. 0/4' ESL EDGE DIST. EDGE D. =MR OF CLUSTER OF CLUSTER OF CLUSTER OP LUSTER 07 HESTER 07 8 ARCM 8 ACMES 8 ACM 8 KERNS 8 ANCHORS 6 ANCHORS Eft. ( +) fix2. ( +) EM. ( +) 022. ( +) EXT. (4) DT, ( +) 54T. (-) MT. (-) 0 + 1 '. (-) ow. (-) ma. ( -) NT ( -) 110.0 110.0 110,0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1104 110.0 110.0 110.0 110.0 1104 1104 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 11040 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 1104 .. _ 110.0 110.0 110.0 110.0 110,0 1104 110.0 1104 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1104 110,0 110.0 110.0 110,0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 180.0 810.6 110,0 X10.0 110.0 1104 110.0 110.0 1104 110.0 110.0 110.0 110.0 1104 110,0 110.0 110.0 110.0 110.0 1101 110.0 110,0 110.0 110.0 110.0 1101 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 108,1 1104 j 110.0 _ 110,0 110,0 110.0 102.0 110.0 110.0 1104 110,0 110.0 1104 110.0 110.0 1104 110.0 110.0 1104 110,0 110.0 1104 110.0 110.0 1104 110.0 110.0 110.0 110.0 110.0 108,0 110.0 110.0 110.9 110.0 1104 100.3 110.0 110.0 110.0 110.0 110.0 04.1 110.0 110.0 110.0 110.0 1 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 100,0 110.0 110.0 110.0 110.0 110.0 924 110.0 110.0 110.0 1104 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 104.0 110.0 110.0 110.0 110,0 110.0 94,1 110.0 110.0 810.0 110.0 180.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 97.7 110.0 110.0 110.0 100.4 110.0 88.2 110.0 110.0 1100 104.8 _ 110.0 84.3 110.0 110.0 SAKI Olt 111DA�YYO1WI VILO00 STRUCTURES PLA. PE CAN. MN REVISED eiift Coda Algtotwaw _ with the HMO hae3:uotrol PM. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE METAL STRUCTURES NOT BY OLASSWAU. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'K— 1/4 NR TI — CON 0 DIRECTLY INTO CONC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY TYPE V— 1 J./...21LIERS:ALE)LIELE—DRILISELAGOEMB v HILT INTO METAL STRUCTURES STEEL : 12 A. MIN. (Fy m 38 KS MIN.) ALUMINUM : 1/8 THK. MIN. (8083 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE '8' 814 RMS OR RF1 P J)R11:INP RCRFWR owe >} INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. ea 1/8' AlickaLERKAMIZO INTO CONCRETE AND MASONRY a SEE SHEET 3 INTO METAL STRUCTURE 3/4° MIN. SEALANTS; AU. FRAME AND PANEL JOINT. INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH BLACK /ALUM COLORED SIUCONE. WEEPS; W1 m 1/4° x 2 -1/2 WEEP SLOTS AT 10' FROM ENDS TYPICAL. ANCHORS P4 PAINS SEE ELEV. FOR SPACING STRUCTURES PRODUCT REVISED as iha PlnrM , AmpRmwNo 1 I Duo aos+7 �I J a) TYPICAL FORS CLUSTER OF B AT STILE ENOS SEE ELEV. FOR SPACING OPTIONAL TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD RECEPTOR 1 /A' HILT N87K - LQ{I fj DIRECTLY INTO CONC. 1 -3/4" MIN. EMBED INTO CONC. 1 /A KWIK,•FLE71 RRLP DRIWNO fY:RF+AR BY 'HOST INTO METAL STRUCTURES newer RZYI8W STEEL : 1/8 THK. MIN. (Fy - 36 KS MIN.) nonnbimiwidi &Mlle Cade ALUMINUM : 1/4" THK. MIN. (80(33 —TS MIN.) " (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E.If I 7 ANCHOR EOOCi OISrANCF9 M nw Manni COMM INTO CONCRETE AND MASONRY o 3' MIN. fviskst INTO METAL STRUCTURE ® I/2' MIN. Inv OR. Ham // '� FARtCO S CAN. 7b'Jef� drawing no. W05 -32 O PANEL TOP RAIL FIX. PANEL BOTTOM RAIL 2 ---� .123 11 SILL CHANNEL FRAME HEAD /JAMS FRAME 511.1. MOM. PANEL BOTTOM RAIL LOCK STILE .078 1.071 I -1.78.3 Q STD. INTERIOR INTERLOCK EXTERI0R /INTERIOR INTERLOCK 09 ASTRAGAL STILE .878 1.781 2.141- 8.345 HEAD RECEPTOR 8.710 .101 RECEPTOR REINFORCING JUN 0 9 2009 ID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION BYo ---------------- °® -- NOTICE OF ACCEPTANCE (NOA) VP6- MUMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.aov/buildinacode Glasswall LLC 3550 NW 49 Street Miami, FL 33142 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 102L Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W05 -29, titled "Series -102L Aluminum Single Hung Window (L.M.I.) " sheets 1 through 9 of 9, dated 06/20/05, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., 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: Large and Small Missile Impact Resistant 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 renewal NOA # 03- 0527.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08- 1021.06 Expiration Date: January 28, 2014 Approval Date: January 28, 2009 Page 1 OPTIMUS STRUCTURAL DESIGN LLC SHOP DRAWING t RrIEW REVIEW Review of shop drawings prepared by a specialty engineer is only of a cursory nature to determine that the submittals have been furnished, and that the submittals have been signed and sealed by the specialty engineer. No detailed check of calculations has been performed No detailed check of dimensions or quantities has been made. The specialty engineer signing and sealing the drawings will be solely responsible f;r the structural adequacy of the proposed Designed System. OSD will not be responsible for any deficiencies created during the construction by improper design, erection, installation or other operations related to the system shown on these drawings. DATE % / eq BY Glasswall LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W05 -29, titled "Series -102L Aluminum Single Hung Window (L.M.I.)" sheets 1 through 9 of 9, dated 06 /20/05, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 6) Drop Load Test per ANSI Z97.1 along with marked -up drawings and installation diagram of one Series 102S Aluminum Single Hung Windows Mulled together over Fixed Window, prepared by Fenestration Testing laboratory, Inc., Test Report No. FTL-4270, dated 09 /20/04, signed and sealed by Carlos S. Rionda, P.E. 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 . 2) Small Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of one unit of O/X- OJX -0/X- 0/X configuration single hung windows mulled together, prepared by Fenestration Testing laboratory, Inc., Test Report No. FTL -3220, dated 12/4/01, signed and sealed by Luis Antonio Figueredo, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Small Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of unit of 0-0-0-0 configuration aluminum fixed windows mulled together, prepared by Fenestration Testing laboratory, Inc., Test Report No. FTL -3221, dated 11/28/01, signed and sealed by Luis Antonio Figueredo, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one unit of 0-0-0/X configuration aluminum fixed and single hung windows mulled together, prepared by Fenestration Testing laboratory, Inc., Test Report No. FM-3222, dated 11/26/01, signed and sealed by Luis Antonio Figueredo, P.E. "Submitted under NOA# 02-0328.09" id P.E. E -1 U C los M. a, Product Control Examiner NOA No. 08-1021.06 Expiration Date: January 28, 2014 Approval Date: January 28, 2009 Glasswall LTC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by prepared by Al- Farooq Corporation, complying with F.B.0 2004/2007, dated 06/23/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" dated 01 /03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or Colored Interlayer" dated 05/04/06, expiring on 05/21/11. 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their " Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. "Submitted under NOA# 02- 0328.09" F. STATEMENTS 1. Statement letter of conformance issued by Al-Farooq Corporation, dated 06 /23/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al Farooq Corporation, dated 06/23/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter issued by Fenestration Testing laboratory, Inc, for Test Reports No. FTL -3220, 3221 and 3222, signed and sealed by Luis A. Figueredo, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0527.04, issued to Glasswall and Doors, Inc, approved on 10/09/03 and expiring on 10/24/07. E -2 Carl M. Utrer6, P.E. Product Control Examiner NOA No. 08- 1021.06 Expiration Date: January 28, 2014 Approval Date: January 28, 2009 - . - f 1 I A PE T_�� I 1 3 MAX. TM. r � 1 HEAD/SILL tr 14' NA . 1 3" MAX. TP. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SNUTIERS ARE NOT REQUIRED. 14• WAIL HEAD /SILL SERIES -102L ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (INHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDE% BUT NOT UNITED TO SM./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. le 8 TYPICAL ELEVATIONS TESTED UMTS iteirttgaigaMatatthiS THESE WINDOWS CAN BE INSTALLED AS SINGLE UNITS OR SIDE BY SIDE COMBINATION OF TWO OR MORE UNITS USING MULLIONS IN BETWEEN. ALSO IN COMBINATION WITH 141651 -DADS COUNTY APPROVED SERIES 1021 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PROS FROM WINDOWS, MULLION OR FIX. WDW. APPROVAL WILL APPLY TO ENTIRE SYSTEM. I` - MUWON ANCHORS SEE SHEET 4 WINDOWS WITH GLASS TYPE 'B' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. Engc OR. I4UMAYOUN FA 000 STRUCTURES Fu PE i 1898 CAd1 OCT 0 8 2008 1m001R71181Nsa arsmore 1 02. drawing no. W05 -29 (shoat 1 0 f 9 ) WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH V VENT WIDTH V VENT WIDTH O D.L OPG. D D.L OPG. D D.L OPG. ;11 X111 I 1 I L i I I I 1 1 II I I T - T I , , ; O ,y 3" MAX. TP. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SNUTIERS ARE NOT REQUIRED. 14• WAIL HEAD /SILL SERIES -102L ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (INHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDE% BUT NOT UNITED TO SM./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. le 8 TYPICAL ELEVATIONS TESTED UMTS iteirttgaigaMatatthiS THESE WINDOWS CAN BE INSTALLED AS SINGLE UNITS OR SIDE BY SIDE COMBINATION OF TWO OR MORE UNITS USING MULLIONS IN BETWEEN. ALSO IN COMBINATION WITH 141651 -DADS COUNTY APPROVED SERIES 1021 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PROS FROM WINDOWS, MULLION OR FIX. WDW. APPROVAL WILL APPLY TO ENTIRE SYSTEM. I` - MUWON ANCHORS SEE SHEET 4 WINDOWS WITH GLASS TYPE 'B' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. Engc OR. I4UMAYOUN FA 000 STRUCTURES Fu PE i 1898 CAd1 OCT 0 8 2008 1m001R71181Nsa arsmore 1 02. drawing no. W05 -29 (shoat 1 0 f 9 ) SINGLE HUNG WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPE WINDOW DIMS. T & 'C 'B' EM. (4) EXT. ( +) 9714 HEIGHT INT. ( -) IM. (-) 19 -1/8 40' 100.0 110.0 28 -1/2 100.0 110.0 32' 100.0 110.0 37' 84-7/2" 100.0 110.0 42 100.0 110.0 48 100.0 110.0 52-1/4" 100.0 110.0 19 -1/8 100.0 110.0 28 -1/2' 100.0 110.0 32 100.0 110.0 37' 38 -3/8' 100.0 110.0 42' 100.0 110.0 of 100.0 110.0 52 -1/4' 100.0 110.0 19 -1/8' 100.0 110.0 28-1/2" 100.0 110.0 32' 100.0 110.0 37" 50 -5/8' 100.0 110.0 42' 40' 100.0 110.0 100.0 110.0 52 -1/4 100.0 93.7 19 -1/8' 100.0 110.0 28 -1/2 100.0 110.0 32' 100.0 110.0 37 100.0 110.0 42" 100.0 110.0 48 100.0 110.0 52-1/4" 100.0 84.5 19 -1/8 100.0 110.0 28 -1/2 100.0 110.0 32 100.0 110.0 37' b 100.0 110.0 42 100.0 110.0 48' 1004 102.1 52-1/4" 100.0 79.7 19 -1/8' 100.0 110.0 28-1/2" 100.0 110.0 32' 100.0 110.0 37 74-1/4' 1 100.0 110.0 42' 100.0 110.0 48' 100.0 110.0 52 -1/4' 100.0 - 19 -1/8' r7s7 100.0 110.0 29 -1/2 100.0 110.0 32' 100.0 110.0 37' 100.0 110.0 42" 100.0 110.0 48' 100.0 110.0 52 -1/4' 100.0 - SINGLE HUNG WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPE WINDOW DIMS. 'A' & 'C 'B' OCT. ( +) VT. ( +) WIDTH HEIGHT WT. ( -) INT. ( -) 19-1/8" 40' 100.0 110.0 28 -1/2 100.0 110.0 32" 100.0 110.0 37' 84-7/2" 100.0 110.0 42 100.0 110. 48' -_. 100.0 J - 52 -1/4' 100.0 - WINDOWALL BOTTOM LITE DESIGN LOAD CAPACITY - PEW GLASS TYPES GLASS TYPE WINDOW DIMS. A' & 'C 'B' EXT. ( +) EXT. ( +) W 14 MT. ( -) IM. (-) 48' 40' 100.0 100.0 1/4" ANN. GLASS PLASS TYPE 'A' WIDTH SINGLE HUNG WINDOWS .090' INTERiAYER SENTRYGIAS PLUS BY DUPONT 1/4' ANN. GLASS GLASS TYPE 'H' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 W SINGLE HUNG OVER FIXED WINDOWS GE � GGE GE 4000 DOW CORNING 795 DOW CORNING 795 DOW CORNINO 795 3/18' HEAT STREN'D GLASS 1/4' HEAT STPEN'D GLASS GLASS TYPE 'C' .090" IN ER AYER .090 MTERLAYER SENTRYGIAS PLUS BY DUPONT SENTRYGLAS PLUS BY DUPONT 1/4' HEAT STREN'D CUSS Own O9. HUHAYOUN FA1t000 STNS FLA PE IF 16557 CAN. X35 OCT 0 8 2008 _s!o�i�� 1iA1is 3 z 06 A drawing no. W05 -29 (sheet 2 of 9 MULLION LOAD CAPACITY - PSF WINDOW DIMS. MULLION W/ 1/2" 0 11 4 IT/ WILTON 4° WINDOW DIMS. 1/0 IMF. SPED. BAR STEEL 8AR EXT. ( +) INT. ( -) 19-1/8" EXT. ( +) EXr. ( +) EXT. ( +) WIDTH (W) MULL SPAN TNT. ( -) INT. ( -) INT. (-) 19 -1/8 32' 110.0 110.0 110.0 29 -1/2' 37' 110.0 110.0 110.0 32' 42" 110.0 110.0 110.0 37" 46" 110.0 110.0 110.0 42" 19-1/8" 110.0 110.0 110.0 or 28-1/2' 110.0 110.0 110.0 52-1/4' 32' 110.0 110.0 110.0 19 -1/8' 37' 110.0 110.0 110.0 28-1/2' 42' 110.0 110.0 110.0 32' 46' 110.0 110.0 110.0 37' 84 -5/8' 110.0 110.0 110.0 42' 110.0 110.0 110.0 or 108.7 110.0 110.0 52 -1/4 93.9 110.0 110.0 19 -1/8" 110.0 110.0 110.0 28 -1/2' 110.0 110.0 110.0 32' 010.0 100.0 110.0 37' g 110.0 110.0 100.0 42 972 110.0 110.0 48' 88.7 110.0 110.0 52 -1/4 78.1 110.0 110.0 19 -1/8 110.0 110.0 110.0 26-1/2" 110.0 110.0 110.0 32" 105.1 110.0 110.0 37" 98' 90.9 110.0 110.0 42 80.1 110.0 110.0 48 73.1 110.0 110.0 52 -1/4" 64.4 110.0 110.0 18 -1 /8" 110.0 110.0 110.0 28 -1/2" 105.8 110.0 110.0 32" 87.6 110.0 110.0 37' 102' 75.8 110.0 110.0 42' 88.7 110.0 110.0 48• 80.9 110.0 110.0 52 -1/4' 53.7 99.2 110.0 a 110.0 110.0 110.0 89.1 110.0 110.0 73.8 110.0 110.0 108' 83.8 110.0 110.0 58.2 110.0 110.0 51.3 100.5 110.0 45.2 BIL5 110.0 MULLION LOAD CAPACITY - PSF WINDOW DIMS. MULLION 11/0 RBINF. MULLION 1/ 1/2" X 4 SM EL BAR MULLION 1/ 3/4" X 4" SPEEL BAR YAWN (W) MULL SPAN EXT. ( +) NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 19-1/8" 105.0 110.0 110.0 26-1/2' 75.8 110.0 110.0 32' 82.7 110.0 110.0 37' 114• 54.3 110.0 110.0 42" 47.8 98.8 110.0 46" 43.7 90.2 110.0 19-1/8" 90.0 110.0 110.0 28-1/2' 85.0 110.0 110.0 32' 53.8 110.0 110.0 37' 120, 48.5 101.2 110.0 42' 41.0 89.2 110.0 46' 37.4 81.4 108.5 J h 1 I NOMM •:>.1= MULLION W/0 REDO. MULLION MULLION WITH 1/2" X 4 WITH 3/4 X 4" STEEL REIN?. STEEL REONP. W1 WIDTH (W) W1 + 2 82 Engr. Oft 141.IMAYOUN PAR000 STRUCTURES FLA. PE i 18857 CAN. 3539 OCT 0 8 2008 SEE CHARTS ON SHEET 2 FOR WINDOW CAPACITY. SEE CHARTS ABOVE FOR WINDOW MUWON CAPACITY. SEE CHARTS ON SHEET 4 FOR MUWON ANCHOR CAPACITY. LOWER VALUES FROM THESE CHARTS WILL APPLY TO ENTIRE SYSTEM. (sheet 3of _IL) z MIN PENMEN drawing no. W05 -29 . MULLION ANCHOR LOAD CAPACITY - P8F SINGLE HUNG WINDOWS WINDOW DIMS. 2' ffiN. EDGE DIST. 3 MIN. EDGE DIST. 2 ANCHORS 8 MULL END 4 ANCHORS 9 MULL END 2 ANCHORS 8 MULL END 4 ANCHORS 9 MULL END WIDTH (W) MULL SPAN 82T. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 04f. ( -) 18 -1/8" 26 -1/2 32" 37 42" 48 52-1/4' 50 -8/8 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 102.2 110.0 110.0 110.0 19-1/8" 26 -1/2 32" 37" 42" 48 52-1/4" 93' 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 101.1 110.0 110.0 110.0 923 110.0 110.0 110.0 88.4 110.0 110.0 110.0 78.4 110.0 110.0 110.0 19-1/8' 28-1/2 32 37" 42" 48 52 -1/4 74-1/4' 110.0 110.0 110.0 110.0 103.9 110.0 110.0 110.0 90.1 110.0 110.0 110.0 81.4 110.0 110.0 110.0 74.7 110.0 110.0 110.0 70.1 110.0 105.1 110.0 83.9 110.0 95.9 110.0 19-1/8' 28 -1/2" or 37" 42" 48" 12 -1/4' 110.0 110.0 110.0 110.0 95.0 110.0 110.0 110.0 82.0 110.0 110.0 110.0 73.8 110.0 110.0 110.0 87.7 110.0 101.8 110.0 63.8 110.0 95.5 110.0 58.1 110.0 87.2 110.0 s -1 /8' 8-1/2 0/8" 110.0 110.0 110.0 110.0 88.8 110.0 110.0 110.0 78.5 110.0 110.0 110.0 98.7 110.0 103.0 110.0 62.9 110.0 843 110.0 59.1 110.0 88.7 110.0 54.1 110.0 81.1 110.0 37° 88' 58.3 110.0 4 110.0 42" 52.5 110.0 78.8 W2 v„.____/11....______,..12 46" 48.8 110.0 WIDTH (W) 81 + 112 110.0 2 MULLION ANCHOR LOAD CAPACITY - P81a SINGLE HUNG OVER 0128D WINDOW 2" MIN. EDGE DIST. 2 LRN. EDGE DIST. 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS WINDOW DIMS. 9 MULL END 9 MULL END 8 MULL END 6 MULL END EXT. ( +) 82T. ( +) 82T. ( +) 827. ( +) WIDTH (W) MULL SPAN NT. ( -) INT. ( -) INT. ( -) INT. (-) 19 -1/8 110.0 110.0 110.0 110.0 28-1/2" 95.0 110.0 110.0 110.0 32' 81.4 110.0 110.0 110.0 37" 80' 72.1 110.0 108.2 110.0 42 84.7 110.0 97.1 110.0 46' 59.8 110.0 89.7 110.0 52-1/4' 53.5 110.0 80.2 110.0 19 -1/8' 110.0 110.0 110.0 110.0 28-1/2' 88.8 110.0 110.0 110.0 32' 76.2 110.0 110.0 110.0 37' 84 -5/8" 67.6 110.0 101.4 110.0 42 80.7 110.0 91.1 110.0 48' 89.1 110.0 84.2 110.0 52-1/4" 50.2 110.0 75.3 110.0 19-1/8" g 1092 110.0 110.0 110.0 28 -1/2' 82.8 110.0 110.0 110.0 32 70.9 110.0 108.3 110.0 37 62.9 110.0 94.4 110.0 42" 58.8 110.0 84.8 110.0 48' 52.3 110.0 78.5 110.0 52-1/4' 489 110.0 70.3 110.0 19-1/8' 101.6 110.0 110.0 110.0 28 -1/2' 78.6 110.0 110.0 110.0 32" 85.6 110.0 98.4 110.0 37° 88' 58.3 110.0 87.5 110.0 42" 52.5 110.0 78.8 110.0 46" 48.8 110.0 72.9 110.0 52 -1/4' 43.8 110.0 85.4 110.0 10-1/8" 95.0 110.0 110.0 110.0 28-1/2' 71.4 110.0 107.1 110.0 32' 61.0 110.0 91.6 110.0 37" 102" 54.3 110.0 81.4 110.0 42 48.9 110.0 73.4 110.0 48" 45.3 110.0 68.0 110.0 52-1/4' 40.7 110.0 81.0 110.0 19 -1/9" 89.2 110.0 110.0 110.0 26-1/2" 68.9 110.0 100.4 110.0 32" 57.1 110.0 85.6 110.0 37" 108' 50.7 110.0 78.1 110.0 42' 48.7 110.0 68.8 110.0 46 42.4 110.0 63.6 110.0 52-1/4' 38.1 110.0 87.1 110.0 2 14 2 9 1/8" ALUM ANGLE 2 X 4 X 1/8" ALUM ANGLE 2 ANCHORS 0 MULL ENDS 4 ANCHORS 0 MULL ENDS INSTALL CLP ANGLES DIRECTLY 10 CONC. WITHOUT SHIM SPACE NOTCH WOOD BUCKS TO ACCOMMODATE CUP 41101E5 MULLION ANCHOR LOAD CAPACITY - P9P MHOS HUNG OVER FIXED WINDOW WINDOW DINS. WIDTH (W) 19 -1/8' 28 -1/2" 32 37' 42 48 19 - 1/8" 28 -1/2 32 37 42' 48" MULL SPAN 114° 120' 2" MIN. DICE DIST. 2 ANCHORS 8 MULL 8ND 82T. (+) INT. ( -) 84.1 62.9 53.6 47.5 42.9 39.8 110.0 110.0 110.0 110.0 79.5 59.4 50.5 44.7 40.4 37.8 4 ANCHORS 8 MULL ENO 82T. ( +) INT. ( -) 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 2" MIN. EDGE DIST. 2 ANCHORS 9 MOIL END EX7. ( +) INT. ( -) 110.0 94.4 80.4 71.3 94.4 59.7 110.0 110.0 110.0 110.0 110.0 89.1 75.7 67.1 80.8 58.3 4 ANCHORS 8 MW. END EXT. ( +) INT. ( -) 190.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 L 91 I_ 92 J WIDTH (W) Wt 2 + W2 1/4" 019. HILTI KWIK -CON 11 1 -1/4' MIN. EMBED INTO 3000 PSI CONC. Env DR. 16660604 MOO STRUCTURES C� 7 Ma OCT 0 8 2008 NINIONLIONNUS ONNIONNEVNINNOINNNI INININNAN pD . '1: v q sheet 4of ti 9 ) drawing no. W05 -29 TYPICAL ANCHORS SEE ELEV. FOR SPACNG TYPICAL ANCHORS SEE ELEV. FOR SPACING MMMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACNG TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W05 -29 18Y W000 BUCK • • 4 . TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY GLASSWALL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" HII 11 KWIK -CON II INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4 -90 KWIK -F1 FX SELF DRILLING scum INTO METAL STRUCTURES STEEL ; 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $14 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPKIAI FDT.F DISTANQE INTO CONCRETE AND MASONRY = 2 OR 3 MIN. SEE CHARTS INTO WOOD STRUCTURE W 1" MIN. INTO METAL STRUCTURE 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH BLACK /ALUMINUM COLORED SILICONE. EnAn P5. HUM#VOUN FAR000 STRUCTURES CAN. 8987 TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 a 1° X 1/4" WEEP SLOT AT 3 FROM EACH END 0 $ 2008 W2 0 1" LONG NOTCH AT EACH END OCT ArL/nn11M OA. sheet 6 of 9 . 4/17 3/e MAX SHIPS SHOP D.L OPG. WINDOW WIDTH EXTERIOR D.L OPG. WINDOW WIDTH 3/8' WX SHUTS z/. a El drawing no. W05 -29 sheet 7of 9 ILETAL STRUCHIRE 3/8' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8' w33 MAX TYPICAL SEE ELEV. FOR SPACING VENT WIDTH O.L OPG. WINDOW WIDiX STEEL NEWF. BA3 FULL LENGTH SEE SKEET 3 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WITH TYPICAL ANCHORS SEE ELEV.. FOR VACUA; WINDOW WIDTH D.L. OPG. . 3/8' MAX. SHIP TYPICAL ANCHORS SEE ELEV. FOR SPACING "\- E R5 FOR SPACING SE iJ WOOD BUCKS P Engr•. DR. HUITAYCLIN FAR000 STRUCTURES FLL. PE 116SS7 CAN. 8 OCT 0 0 2008 3/8' MAX. SHIM a► 7 ii ' in-- lak -41"i: . 4/17 3/e MAX SHIPS SHOP D.L OPG. WINDOW WIDTH EXTERIOR D.L OPG. WINDOW WIDTH 3/8' WX SHUTS z/. a El drawing no. W05 -29 sheet 7of 9 ILETAL STRUCHIRE 3/8' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8' w33 MAX TYPICAL SEE ELEV. FOR SPACING VENT WIDTH O.L OPG. WINDOW WIDiX STEEL NEWF. BA3 FULL LENGTH SEE SKEET 3 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WITH TYPICAL ANCHORS SEE ELEV.. FOR VACUA; WINDOW WIDTH D.L. OPG. . 3/8' MAX. SHIP TYPICAL ANCHORS SEE ELEV. FOR SPACING "\- E R5 FOR SPACING SE iJ WOOD BUCKS P Engr•. DR. HUITAYCLIN FAR000 STRUCTURES FLL. PE 116SS7 CAN. 8 OCT 0 0 2008 3/8' MAX. SHIM a► 7 1.200 {� v w ITEM i PART # REQD. DESCRIPTION MATQUAL MAIIF. /80PI t /REMAUBS ■ 1.875 2.843- 1 .379 1 102 -001 1 FRAME HEAD 6005 -T5 - 2 2.638 2 102 -002 1 FRAME SILL 8005 -75 - O g ib tit a 0 u .4 V E Q' Q }�Y a s p ` r m 11 : f j 2A 102 -012 1 FRAME SILL (INTERMEDIATE) 8005 -75 - I .079- 102 -003 2 FRAME JAMB 6005-75 = 4 102 -004 1 FIXED MTG. RAIL 8063-76 1.190 5 102-005 1 VENT TOP RAIL 8005-79 - O 2.723 FRAME HEAD 6 ,02 -006 1 VINE BOTTOM RAIL 6009 -75 - 1 7 102 -007 2 VENT SIDE RM. 6009 -79 x1.093 I 8 102 -008 AS REGD. GLAZING BEAD 6005 -75 9 102 -009 AS REQD. ANCHOR CLIP 6005 -75 2.744 -"I O FRAME JAMS 3.913 -- 10 102 -010 AS REGD. MULLION 6009 -75 11 102 -00A/8 2 TOP GUIDE NYLON 1.732 1.732 MO 2.638 12 102-000 4 PLASTIC 0 1111 V NYLON GW-100 AS 0000. 61.28 501000 VINYL ICS 14 568 -81279 AS READ. FIN SEAL W - 105 1.395 .079 - 1.093 19 692- FP- 448V -8 AS REOD. BULB W'SIWPPINO VINYL ICS 18 - - - - 500 17 AS REGD. REINFOROING BAR STEEL. O VENT 1.225 -. SIDE RAIL 18 - 2/ UTE SEI7ING BLOCK (3/16 X 1/2 X 4' LONG) 1POM Q MEETING 1.488 - RAIL 19 /10 X 1 AS READ. FRAME @ VENT ASSEMBLY FASTEP0R5 ST /ST PH PH SMS 4,000 20 SL- 1080 -B0 2 SURFACE MOUNT CAM LOCK 0 10' FROM ENDS STEEL DOOR & WINDOW HARDWARE 21 404000/00793 AS READ. GLAZING COMPOUND SILICONE - - 1 - 3.781 0 -! 2.420 ' 094 .594 L ANCHOR 2. CLIP 53 .094 2.420 81 22 - - SPACER TAPE (3/18' X 1 /2') FOAM CAPITAL TAPE CO. 23 - 2 ULTRA -LIFT 6.1.80E - CALOWg1 2.000 1::1 1.125 24 29 - 2 OPEN CELL FOAM PAD (1 X 1 X Z' L090) - MERRY WEATHER .079 - - 1.092 ® VENT TOP RAIL REINF. BAR e 111111 2.018 - 2.375 2875 3.125 1.500 1 h . ra 1.213 . 002 _ _ . 2.000 1.182 .430 4.278 4.240 .00G 4.500 3.145 211111 .430 .094 - 4.090 2.148 ill EMU 0 VENT - 1.359 - BOTTOM 1.000 RAIL - 2.148 .890 I r. 9 . � .198 1^- 1 .778 Engel D8. NWWYOUN mow CA N. OCT 0 8 2008 �� >J t �? Almometb =4 4 ' _ _ I--1 _ J JUL! L�U I AA .0 879 972 I 1°---- - 2.280 10 MULLION _ droving no. W05 -29 • 0 GLAZING BEAD 2.653 0 FRAME SILL (INTERMEDIATE) 2.828 FRAME SILL (sheet aof 9 ) FRAME CORNERS DETAIL VENT CORNER DFTAII, Env DR. HtNAAYOUN T e FLA. t5 1 38 6.957 CdN. OCT 0 8 2008 MODUCIIIMVMED sew joadl !rY 8 drawing no. W05 -29 (eheet9 of 9 j MJ411•IMDE COUNTY, FLOk • MET O DADE FLAGk P BUILDINp: 140 WEST FIIMINCR STRE .1103 • (3051,3 • `' ��; • ' ?2 - t39 �s • u �+ .At: al7l Clo 8585 4 F 5 • • Mason, OIL 45040 41 %. • • • • SCOPE: • ▪ • • This NOA is being issued under the applicable rules and regulations governing the use of construction meler?als. 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 AHD 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" EPS Garage Door up to 16'2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101488, titled "MIN 4300/01/10, 4400/01, HDG/L, 66/7/8, H300/01/10, H400/01", sheet 1 and 2 of 2, dated 07/06/95, with last revision 14, dated 02/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., 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: Large and Small Missile Impact Resistant LABELING: Bach 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 thatthe specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 27,000 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 revises and renews NOA # 07- 0809.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. BUILDING CODE COMPLIANCE OFFIC PRODUCT CONTROL DI N CO) r • • NOA No 08. 0402.12 Expiration Date: September 26, 2012 Approval Date: May 8, 2008 Page 1 • OPTIMUS STP.UC WRAL DESIGN LLC SHOP DRAwiNU itEyIEW REVIEW 0 0 74� r'f r/. Review of shop drawings prepared by a specialty engineer is only of a cursory nature to determine that the submittals have been furnished, and that the submittals have. been signed and sealed by the specialty engineer. No detailed check of calculations has been performed. No detailed check of dimensions or i t quantities has been made. The specialty engineer signing and sealing the drawings mgs will be solely responsible for the. structural adequacy of the proposed Designed System. oSD will not be respons.*b ; for any deficiencies created during the conautwtion by improper design, erection, installation or other operations related to the system shown on tense drawZ BY : AUG MMVMEWMF La 11 2009 1) ..• • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • .• • • • • • • . a •. • •• •. ••• • • • • • • • • • • • • • • • • • • • • • • . . • • • • .• •' • •• • •• • • • . .. • • • • • • • • • • • • • • • • •• • • • • • •• Clonav Building Products Company NOTICE OF ACCEPTANCE: A. DRAWINGS E - 1 ... • • •••• EVIDENCESTJAIVItfD • ; ; • ; • '. • • • • • • • • • • • . . . • 1. Drawing No. 101488, titled "M/N'4300/01/10, 4400 /01, HD t66/7II•115:00/O1/JA... H400/01 ", sheet 1 and 2 of 2, dated 07/06/95, with last revisten 14, dated 02/08, prepared by Clopay Building Products Company, signed and'seal€d by Suitt. • Hamilton, P,E. • • • •••• B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel garage door. Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0128.01 -08, dated 03/13/08, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel garage door Model 4300, prepared by American Test Lab, Inc., Test Report No. ATLNC 0509.01 -07, dated 07/11/07, signed and sealed by David W. Johnson, P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/05, signed by John D, Lee, P.E. 4. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM 0155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing,. Inc., Test Report No, HETI- 06 -A002, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 5. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024-17496.0, dated 05/26/06, signed by Joseph L. Doldan, P.E. 6. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Report No. 3082960 -500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/05, signed by Javier Trevino. gFPO C . rlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0402.12 Expiration Date: September 26, 2012 Approval Date: May 8, 2008 Clonav Bui'dine Products Company D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. E -2 • .. • • • • •• • .. • •. • .. . • • • • •. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITS ED . • • •• • • • 7. Test report on Ignition Properties of Plastics per ASTM D1929. pf Typp•I.3PS, Report No. 3082959 -500, prepared by Intertek Testing Ser*cp ETA, Inc., dated . • 09/16/05, signed by C. Anthony Pefialoza. ▪ ... • •. • .... • •••• ▪ : • • • •••• C. CALCULATIONS 1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building Products Company, dated 03/31/08, signed and sealed by Scott Hamilton, P.E. F. STATEMENTS 1. Statement letter of conformance issued by Clopay Building Products Company, dated 03/31/08, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 03/31/08, signed and sealed by Scott Hamilton, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0809.02, issued to Clopay Building Products Company, approved on 09/20/07 and expiring on 09/26/08. • Mf* / g • • • • Carlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0402.12 Expiration Date: September 26, 2012 Approval Date: May 8, 2008 ADHESIVE TO BACK OF DOOR. A � lti1�S1tE6i�111 I 1i�1117IE'?;Jt/ I I I vx.l v�1 1 o 1.1.1 1X1 „1�jRJ!1 -I 1 11 =AM ili\ n v■I MEW j i>sI FI TATE II,Z' . D Iiii M Ti �� 6 PG 2 "0 II'I LXfEl il S l!I� = II1M1` i MMIZ = oil, ! { f� ��4� 1i! �I 1� l = _ 1 • 11 111 I °II v I �,. . l wlv� VIEW "C" y � I M T�I'Il y lf r T 2 ILloi !L_T :mommommIwL■I ZEISZESS l lf�IMIIE IrI i 1SM1 :ft 111 -_�1 -' -__ --104 CLOPAY MODELS 4300 4301. 4310. 4400. 4401 HOG. HDGI. H300. H301. 1310. 1400. 1-1401 H01 MES MODELS 66. 67. 68: IDEAL MODE1 S SP200 SE200. SF200 EXTRA PLATES /STRAPS ONLY 20 GA X 2" GALV. STEEL BACKER PLATES. (3) ® REQUIRED FOR DOORS WITH PLATES PER SECTION AT 18'2'W FOR SOLID OPTIONAL IMPACT- RESISTANT DOORS: (5) PLATES PER SECTION AT 16'2"W. �LITES AT 16'a J FOR DOORS WITH IMPACT - RESISTANT LITES. ( �1 1TH15 DOOR MEETS THE REQUIREMENTS OF THE I LARGE MISSILE IMPACT AND CYCUC TESTING. TRACK CONFIGURATION DOORS VP TO 8'0" HIGH 2 HORIZONTAL INSTALL SUPPORT T SUIT) DOOR COUNTERBALANCE SYSTEM 13 CA GALV. STEEL FLAG BRACKET ATTACHED TO JAM8 WLTH (3) 5/16 X 1 -5/8" LAG SCREIVS AND TO TRACK WITH (2) 1/4" RIVETS. 76" (7'611 & 8'O DOORS ONLY) 2° DALY. STEEL TRACK. TRACK THICKNESS: 0.083*. 10 3 -1/2 ASFF DETAILS ON JAMB CIONFlGURA710N. _ ® MINIMA DOOR 11610116 TYP. 2 -1/2" X 12 GA GALV. STEEL TRACK BRACKETS, ATTACHED TO JAMB WITH (I) 5/16 X 1 -5/8 LAO SCREW PER TRACK BRACKET. M AT THE 4 K SCREWS TOP OF THE PLATES ON THE TOP SECTION AND AT THE BOTTOM OF THE PLATES ON THE BOTTOM SECTION. TRACK CONFIGURATION DOORS B'3" TO 17'0" HIGH 2 10" VERTICAL /HORIZONTAL TRACK JUNCTION. TWO 1/4" BOLTS & NUTS FOR EACH TRACK. ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. -12 ON CENTER QJE: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR THE WIND • LOADS SHOWN ON THIS DRAWING. REV 14 DATE 2/2008 16 GA DOUBLE ENO STILE. EACH END STILE MEASURES 5 -3/4" X 2 -1/8" X 3/8" AND IS ATTACHE /A WITH (1) #8X1/2" WAFER SCREW. ONE ROW OF IMPACT- RESISTANT GLAZING IN EITHER TOP SECTION (56001) 0$ NEXT -TO- THE -TOP SECTION (NOT SHOWN). MAX. GLAZING SIZE IS 18 -1/2" x 11 ° . GLAZING 15 INJECTION MOLDED GE LEXAN 51(24327, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IB0 /600 2606. SEE SECTOR B -B FOR ASSEMBLY DETAILS. LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. SEE LAYOUT OF EACH LOCK OPTION ON PAGE TWO. DOORS WITH 2 TRACK USE (2) STACKED LHR BRACKETS (2- 1/2"x5 "x 12 CA) AS INNER BOTTOM BRACKET ATTACHED WITH (2) LOCAl10N 0 OPTIONAL VENTS ^A ( - OPTIONAL OUTSIDE KEYED LOCK POSITION 1/4 "x3/4" SELF TAPPING SCREWS. &TOTAL VENT OPENINGS: BO IN PER VEHICLE DOORS WITH 3" TRACK USE USE (1) 3 -IN MAX. DOOR WIDTH 16' -2" ROLLER CARRIER (1- 1/8 -1/4" x 12 764510E FI FVATONS WITH (2 I 1/4%3/4 BOTTOM ) 5ELBRACKET APPING SCREWS. A NE. 3S" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. UPDATED QTY OF BACKER PLATES & STRAPS. CENTER HANG REQUIRED FOR DOORS OVER B' HIGH 3" GALV. TAPERED STEEL TRACK AND ANGLE TRACK THICKNESS: 0.101 ANGLE THICKNESS: 0.080 ° . MIN. ANGLE DIMENSIONS 3 -1/4" x 2 -7/8 ° . 14 MAXIMUM SPACING FROM LAST MOUNTING SLOT TO TRACK JUNCTION DOOR HEIGHT g . -0 . 12 j ': 1 0 ) " ` VERTICAL TRACK LENGTH 96 108" 132" 3 -1/2" ONE 5/18" x 1 -5/8' LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3 -1/2 ", 10 ", 22 ", 34 ° , 48 ", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16 ° , 28 & 40 FROM BOTTOM. ALSO 1W0 LAG SCREWS LOCATED ABOVE VERTICAL /HORIZONTAL TRACK JUNCTION. Building Products Company DESCRIPTION PAGE 1 OF 2 JAMB PREPARATION NOTE 1HE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x8 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THI5 DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPUEO WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. SEE PAGE 2 OF 2 FOR ADDITIONAL DETAILS 4 I�< i ∎ up TI F� Rn�'f a77^RI 4001.[ 4 48+ .. 1 1 ®JI1��CT FF<31MS'i's ,Rx iuru�J.,,�a1� LtIL74 i1!7i:__�i•74!i�1xf Yl EYl 3 ' ++�- �imrs, n a ��.•: +a �>. • i7 4681LER REM. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 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" 4 5 6 7 • - SECTIONS ARE EITHER 18" OR 21 HIGH 8 9 10 11 12 DATE 6/2001 8/2003 2/2004 4/2004 8/2004 13 7/2007 TOLERANCES uN088 S14Le4 Otherwise CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 - 4800 .00 = 8.03 .000 = 3.015 .0000 = 8.007 Degrees = *1/2' DESCRIPTION REVISED VERTICAL JAMB DESIGN LOAD NOTE 2. ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES JAMB ATTACHMENT & EDGE DISTANCE NOTES MODIFIED ADDED VARIOUS COMPONENT DIMENSIONS ADDED JAMB, JAMB FASTENER, AND END STILE NOTES UPDATED JAMB FASTENERS; DESIGN ENGINEER WAS M. WESTERFIELD. ADDED OPTIONAL IMPACT RESISTANT LIGHTS O.C. HORIZONTAL JAMB (NO LOAD FROM DOOR) J- FASTENER 2x6 VERTICAL JAMB FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON- CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. ( N.T.E. 1/2 MAX. O.C. T DIPACT RESISTANT INJECTION MOLDED FRAME & GLAZING 01640061 LIRE SECTION B —B (IMPACT RESISTANT GLAZING) OPTIONAL 066014INE SNAP -IN 019ERT. ILpACT RE56TANT ONE -PIECE DNECTION MOLDED GE LAN SLX24326 FRONT FRAME & GLAZING. DETAIL 'D' 0.(88 2.25 MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). OPTIONAL DECORAINE FRONT FACADE STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME) POLYSTYRENE RETAINER FASTENED 70 FRAME HRH (10) #8 x 3/4" PAN HEAD MACHINE SCRE9S. IMPACT RESISTANT GLAZING OPTION: OPTIONAL INJECTION- MOLDED FRONT FRAME ARO GLAZING POLYCARDDNATE 1RE5 AYABABLE. OPTIONAL POLYCAR80NATE GLAZING IS GE TEXAN SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH BC /F8C 2808. THE GLAZING DESCRIBED IN THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING 000E OR INTERNATIONAL BUDDING CODE AND DOES MEET THE LARGE MISSILE LMPACT AND CYCLIC TEST REQUIREMENTS (REF. C1TAPIER 16 F8C /ITC). DESIGN LQAi9S: '4482 PSF It -52.0 P5F s0*LE TUTS 0421.1 7/6/95 61S16N EN61 SCott 1 OF 2 MAX. SIZE 16'2"W x 12'0 "H o 01691PTI004 M/N 4300/01/10, 4400/01, 1113G /L, 66/7/8. 11300/01/10, H400/01 B I GRAVING NUMBER 101488 BUILDING TYPE FASTENER TYPE MAXIMUM ON- CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REWIRED? BLOCK WALL 1/4 x 1 -1/4 MIN. EMBED TAPCON CONCRETE ANCHOR 4 -1/2" 1" O.D. 2000 PSI MIN. CONCRETE 1/4" x 1 -3/4 MN. EMBED TAPCON CONCRETE ANCHOR 12 -1/2" 1 O.D. 3000 P51 MN. CONCRETE 1/2 x 1 -3/4 MIN. EMBED SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR 12 -1/2" 14 INCLUDED INCLUDED 2000 PSI MN. CONCRETE 3f8" X 1 -3/4" MIN. EMBED SI FEN/ ANCHOR WOOD FRAMF (SYP 0.55 SC) 1/2" x 3 LAG SCREW (ASTM A307 ORADF Al 1 -5/8" EMRED INTO STRUCTURE 14 -1/7 1" 0.0. CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HDG. HDGL, H300. 11301. HOLMES MODELS 66. 67. 68: IDEAL MODELS SP200. SE200. SF200 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 L8 & -418 LB. PER LINEAR 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS MX USED IN THE CALCULATION OF ALLOWABLE WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE 82 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fx) FOR DOORS UP TO 8'0" HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE 82 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F FOR DOORS UP TO 12'0 HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 814x5/8 SHEET METAL SCREWS BLOCK WALL OR CONCRETE 2x8 SYP (GRADE 82 OR 8t.1 RR) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLACK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 ° , EXCLUDING STUCCO THICKNESS. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS 5X11 AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE 3" MIN. ° JAMB PREPARATION NOTE ° . 2 -1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6 X 1 -5/8" LAC SCREWS NOT TO EXCEED 14" ON- CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAMB. 2 GALV. 51 TRACK FASTENED TO 12 GA GAIN STEEL TRACK BRACKETS VATH EITHER (2) 1/4 DIA. RIVETS OR (1) 1/4 X 5/8 BOLT & NUT PER TRACK BRACKET. `11�/PJ L1�1 OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE- END -STILE FASTENED WITH (1) 88 X 1/2 WAFER SCREW. ENO STILE DIM.: 5 -3/4 X 2 -1/8 X 3/8 ° . 7/18" LD. ROUND 18 CA GALV. STEEL CENTER HINGE PUSH NUT FASTENED TO INTER. STILES W /(4) EACH FASTENER. 814x5 /8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH ®14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. 7 -1/2 LONG STEM, 10 BALL STEEL ROLLER SECTION O -0 : IAMB CONFIGURATION DOORS UP TO 80" HICK 2x8 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE 3-1/4 x 2 -7/8 MIN. x 0.080 TAPERED ANGLE. SEE LAG BOLT MOUNTING AT TRACK CONFIGURATION ON PAGE ONE. 0.101" THICK 3 GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WTTH ONE I/4 °x5/8° BOLT & NUT AT EACH MOUNTING SLOT.. JAMB CONFIGURATIO STOP MOULDING m DOOR INSTALLER (TO SUIT). BOORS 8'3" TO 12"0" IGF( 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH (1) 88 X 1/2 WAFER SCREW. END STILE DIM.: 5 -3/4 X 2 -1/8" X 3/8 ° . 7/18 I.D. ROUND + PUSH NUT FASTENER. 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 814x5/8" SHEET METAL SCREWS AND (2) 1/4 SELF TAPPING SCREWS PER END HINGE. 3 MA. 8 -1 /2" LONG STEM BALL BEARING STEEL ROLLER. SECTION C -0 H310. H400. H401 TO THE 2.6 VERTICAL SYP (GRADE 82 OR BETTER) JAMBS. NO LOAD FROM THE FOOT OF JAMB. FLUSH MOUNTING SURFACE. LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY. 14 GA EHD HIN(�S 7 -1/2" x 2 -3/4" vn�m 's• 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W /(4) E1011 814x5/8 SHEET METAL SCREWS. ® Ur p Building Products Company "- 6 PAGE 2 OF 2 I F2 -1/2" -I(1 l 5/8" (11P.) 6" TALL C- CHANNEL 18 GA. GALV. STEEL 27 GA (0.018" MIN.) EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 27 551, DRAWING QUALITY) WITH 0 -40 MIN. GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO 801H SIDES OF STEEL SIGN. mirsinicrasvisso blind= TOLERANCES Unless Slated OLMnixe 18 GA. MTFRMEOIATE HINGE 7 -1/2 x 2 -1/4" TONGUE AND GROOVE JOINTS. CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. OHIO 45040 (513) 770 -4800 REV 14 DATE IIESCRIPTIDN 2/2008 f SEE REVISION HISTORY ON PAGE ONE. INTER. STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, INTER. STILE SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. 1NSIDF SLIDF BOLT LOCK OPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE KEYED END HANDLE STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH TOOK OPTION -.J I.- 2 THICK SILICONE FRONT F L M1�D BACK SKIN OF DOOR '^ INSULATION LAMINATED MI DENSITY ED T EXPANDED POLYSTYRENE IO MO RS M FOAM INSULATION LAMINATED TO BOTH EXTERIOR INDUSTRIES. I SKINS. FOAM MANUFACTURED m PREMIER INDIES, U1C. OR FALCON FOAM. r TOP SECTION WITH 1 RES (2) 18 CA GALV. STEEL TOP ROLLER BRACKETS (2 -7/16" x 3- 3/41. EACH BRACKET ATTACHED W /(4) 614x5/8 SHEET METAL WRENS. 55110 TOP SECTION; (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2 -1/2" x 5- 3/8"). EACH BRACKET ATTACHED W /(4) 814x5/8" SHEET METAL SCREWS. ADJUSTABLE SUDE ATTACHED TO TOP BRACKET WITH (2) 1/4 "x1/2 BOLTS AND NUTS PER BRACKET. 1 -I/4" WIDE x 16 CA CALV. STRAP. (1) AT EACH EXTERNAL BACKUP PLATE: (2) AT EACH END 5111E EACH STRAP ATTACHED WITH (3) 1 /4"x3 /4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR ONE SCREW TO C- CHANNEL). 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED 10 END STILES WITH (4) 814x5/8 SHEET METAL AND (2) 1/4 ° x3/4 ° SELF TAPPING SCREWS. SEE VIEW ° 8 ". ONE 6 TALL, 18 CAL C- CHANNEL PER DOOR SECTION. ATTACHED WITH 2 l/4 ° x3/4" SELF TAPPING SCREWS PER END STILE AND 1 1/4 "x3/4' SELF TAPPING SCREW PER BACKER PLATE TION. SEE VIEW E. 27 GA. (0.016" MN.) INTERIOR STEEL SKIN (DRAWING OUBAKED ALAIK1 WITH G-40 MN. GALV.. BAKED -ON PRLLER ANC A -ON POLYESTER PONIED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) 814x5 /8 SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (51DF VIEW) SCALE. .00 a 3.03 .000 = 3.015 .0000 a *007 Degrees = ±1/2' 12A1E.. 7/8/95 .. DESIGN ENGINEER. SCOTT HOLD +, P FL -X II DESIGN LOADS: +46.6 PSF & -52.0 PSF • PAGE. 20F2 Km. 912E 16'2 x 12'0 "H DBSCRIPII@u M/N 4300/01/10, 4400/01, HDG /L, 66/7/8. H300/01/10, H400 /01 B RRA59/5 NU8SOP VEIN 101488 M -0 ;t .8 DOOR HfiGHT NUMBER OF' SECTIONS* 6'0" TO 7'0" 4 76T089" 5 9'0" TO 10'6 6 10'9" TO 12'0" 7 DOOR VERTICAL HEIGHT TRACK LENGTH 9' -0" 96" 10' -0° 108 12 " -0" 132" t. _ rlia .•iPTION ) i ' . 3 y � �I A I = fil0 __= al 1.1 ia- I i` ; aiiirr ! 1 MIS' I I��ir�i�iiL6.i� Y al_E�l �I�ru I i � �. � t- A - WM. 87 27 • a"_ . 4 1N i; Ill 1 - 1 i I __ ti- !al 1 �l . + - _ I '� NOM r I f N= _L.w 11 It.Oa i�..lr I. A (DTIONAI Al ITCInr vrvcn LOCK DAC,TI,AI INSTALLER RETAIL .,.:� Lip .•iPTION ) _ .,.. S ' ,7 ' . 3 . ., , , . i zl IT, a.• as ia- Mir H301 SF200 [r' 3 1, 'h 1 '2,' ... WM. 87 27 • a"_ . 4 1N n . 7 c:1$/ • • .EL IN PER VEHICLE • MAX. DOOR W10114 = 16' 2" INSIDE ELEVATIONS REMENTS OF THE YCUC TESTING. !RACK SUPPORT BY 4STALLER (TO SUIT) YSTEM BRACKET ATTACH TO 1 -5/8" LAG SCREWS 1/4" RIVETS. ONLY) 0 12 GA GALV. 1CKETS, • 9B WITH (1) • LAG SCREW PER DOOR HEIGHT TRACK CONFIGURATION 000RS B'3" TO 12'O" HIGH 1 46" 34" 22" 10" ONE ROW OF IMPACT- RESISTANT GLAZING IN EITHER TOP SECTION (SHOWN) Q5 NEXT -TO- THE -TOP SECTION (NOT SHOWN). MAX. GLAZING SIZE IS 18 -1/2" x 11 ". GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 1BC /FBC 2606. SEE SECTION B -B FOR ASSEMBLY DETAILS. LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. SEE LAYOUT OF EACH LOCK OPTION ON PAGE TWO. • +'� WITH 2" TRACK USE (2) STACKED LHR ETS (2- 1/2 "x5 "x 12 GA.) AS INNER OM BRACKET ATTACHED WITH (2) 1/4 "x3/4" -•ELF TAPPING SCREWS. DOORS WITH " TRACK USE USE (1) 3-IN ROLLER CARRIER 1- 1/8 "x2 - 1/4" x 12 GA.) AS INNER BO •M BRACKET ATTACHED WITH (2) 1/4 "x3/4" TAPPING SCREWS. i 3 GALV. TAPERED STEEL TRACK AND ANGLE. TRACK THICKNESS: 0.101". ANGLE THICKNESS: 0.080 ". MIN. ANGLE DIMENSIONS 3 -1/4° x 2 -7/8 ". S IN VERTICAL/HORIZONTAL TRACK JUNCTION. TWO 1/4" BOLTS & NUTS FOR EACH TRACK. ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. [12" ON CENTER WITH (1) fl8X1/2" WAFER SCREW. CENTER DOORS 0 NE. y" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. Ia REQUIRED IGH FOR H 14" MAXIMUM SPACING FROM LAST MOUNTING SLOT TO TRACK JUNCTION 3 -1/2" ONE 5/16" x 1 -5/8" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3 -1/2 ". 10 ". 22 ", 34 ", 46 ", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16 ". 28 ". & 40" FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. i ' 1 Tli FRAk.(`L=c elk ,JAMB PREPARATION NOTE THE METHOD OF ATTACHMENT TO THF. SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. AU. MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. SEE PAGE 2 OF 2 FOR ADDITIONAL DETAILS REVISED * - SECTIONS ARE EITHER 18" OR 21 HIGH 13 7/2007 I21 L. u/ Lvv'r OPTIONAL DECORATIVE SNAP -IN INSERT. - L nT C.I.A. 1 C. . IW V1�U vrvtIul .I. UPDATED JAMB DESIGN ENGINEE ADDED OPTIONA MAX. O.C. IMPACT RESISTANT ONE -PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT & GLAZING. FIRS1 AT N MAXII HIGH LEAS1 OPEN N.T.E. 1/2 MAX. 0.C. T --- IMPACT RESISTANT NJECTION SECTION B —B (IMF IMPA RESISTANT GL AZING OPTIONAL CTION- MOLDED FRONT FRA AVAILABLE. r ;TONAL POLYCARBONATE GL CC2 PLASTIC CORDANCE WITH IBC /I THE GLAZING D :* ' IN THIS SECTIOI FLORIDA BUILDING CO. OR INTERNATION. MISSILE IMPACT AND. CY TEST RE0UIF DESIGN LOApS: 446 PSF & OESIG LOAD OF +372.8 LB & -416 LB. PER LINEAR FOOT OF JAMB. ;E NOT -,VW) TV BO' „arkiVStJI$( TO PROVIDE A FLUSH MOUNTING SURFACE. )AD W NQ 1I ED :IN '.fit 1fAECL: ATLON OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. • • • • • • • • ••• • • • • ••• NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE //2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT G (E.) FOR DOORS UP TO 8'O" HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS ) PSI Nt)M €XTRC_ ` FI F5S5 IN BENDING (F,) FOR DOORS UP TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM • • • • • • • . •• • • • • • • • • • • • ••. ••• • .• FRAMED SOLID IBER STRESS ICJ B +MB SHALL BE ANCHORED TO GRO REINFORCED BLOCK WALL OR -CALL BE FILI.D.WI,TH CONARETEAND,' INFORCED WITH REINFORCING %ITO TIE BESII,MS.VAL SVAAEEL BE CO UOUS FROM THE TIE BEAMS TE COLUMN. at_zrz WALLS.MF CONCRETE UMNS TO BE DESIGNED BY RECORD 41V15 14 ACCpRDP E :TTH. J1lE FLORI► BUILDING CODE. ;UPPORTING STRUCTURE ATTACHMEN IT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING - UCTURE 'E I" MIN. EMBED TAPCON CONCRETE ANCHOR I" MIN. EMBED TAPCON CONCRETE ANCHOR I" MIN. EMBED SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR I" MIN. EMBED SLEEVE ANCHOR ) SORE. s : _.I ," EM : ! 0 • G_ . L,1:E .HOR AND EDGE OF CONCRETE BLOCK: 3 ". EXCLUDING STUCCO THICKNESS. E THAN HALF OF THE MAXIMUM ON- CENTER AST AS HIGH AS THE DOOR OPENING. IT FASTENERS. SIDE) R JAMB CONFIGURATION, DOORS UP TO 8'0" HIGH OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE- END -STILE FASTENED WITH (1) #8 X 1/2° WAFER SCREW. END STILE DIM.: 5 -3/4 X 2 -1/8° X 3/8 ". 7/16" I.D. ROUND PUSH NUT FASTENER. 7/16" 1.0. ROUND V . PUSH NUT FASTENER. A 2" DIA. 7 -1/2" LONG STEM, 10 BALL STEEL ROLLER. SECTION C -C MAXIMUM ON- CENTER DISTANCE F ENERS' 4 -1 12 -1/ 12-1/2" 14" 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W /(4) EACH //14x5/8" SHEET METAL SCREWS. STEEL WASHERS REQUIRED? 1" O.D. 1" 0.D. INCLUDED CLUDED 1 ' 0. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH ij14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. ,JAMB CONFIGURATIO • STOP MOULDING BY DOOR INSTALLER (TO SUIT). DOORS 8'3" TO 12'0" aIGH 16 GA GALV. STEEL DOUBLE-END-STILE FASTENED WITH (1) //8 X 1/2" WAFER SCREW. END STILE DIM.: 5 -3/4 X 2 -1/8" X 3/8 ". 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS. 1 ® ®. #14x5/8" SHEET METAL SCREWS 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGE$ 18 GA. INTERMEDIATE HINGE 7 -1/2" x 2 -3/4" 7 -1/2 x 2 -1/4' VIEW B" yIEW C" 2 -1/2" --) �-- 5/8" (TYP.) VIEW "E" 6" TALL C- CHANNEL 16 GA. GALV. STEEL 27 GA (0.016" MIN.) EXTERIOR STEEL SKI (MIN. YIELD STRENGTH: 27 KSI, DRAWING QUALITY) WITH 0 -40 MIN. GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. paccuar RBVISBD tf the i i diiL 7 TE11 FRAAIrrc TONGUE AND GROOVE JOINTS. -.1 OUTSIDE HANDLE I-- 2" THICK Mb- SECTION A -A (SIDE VIEW) - i !74 CPA / • OUTSIDE KEYED LOCK LOCK BAR LOCKING E G LOCI. ENG) TRAC EACI- OF C 01.1 SILICONE FILLS FRONT ANE 1.95" THICK, 1# DEI INSULATION LAMINATE SKINS. FOAM MANUF OR FALCON FOAM. TOP SECTION WITH 1, BRACKETS (2 -7/16" #14x5/8" SHEET ME SOLD TOP SECTION{: BRACKETS (2-1/2" #14x5/8" SHEET ME TOP BRACKET WITH I 1 -1/4° WIDE EXTERNAL BAC EACH STRAP A TAPPING SCRE SCREW TO C- 14 GA. GALV. 1 FASTENED TO E SHEET METAL A SCREWS. SEE 1 ONE 6" TALL, 16 GA ATTACHED WITH (2) END STILE AND 1 BACKER PLATE LOE 1 27 GA. (0.016" MII QUALITY) WITH 0 -4 A BAKED -ON POLY BOTH SIDES OF ST 13 GA. GALV. STEEL I Ff' fl14x5/8" SHEET MET ALUMINUM EXTRUSIC DESIGN LO • S STRUCTURAL DESIGN LLC . . CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 3301b.;.. • T. 305.512.5860 F. 305.512.5861 • •••• • • www.optimussd.com •••• • August 7, 2009 • • • STRUCTURAL CALCULATIONS FOR WINDOWS AND DOORS AT VENGER RESIDENCE LOCATED AT 10000 N. Miami Avenue, Miami Shores, Florida • • .•• • • • • • • • • • •• • • • • • • • Tanya Homleid P.E. PE#61706 Gust F a ct or . (.. . , • ! . - - --Elt GU For rigid structures (Nat Freq > 1 Hz ) use 0.85 0.85 • Gust - v „ — — Zrn Zmin 15.00 ft lzm Cc * (33/4 0.2281 Lzin 1*(zm/33) 427.06 ft Q (11(1+0.63*((Min(B,L)+Ht)/Lzm) 0.9209 IGust2 10.925*(0 +1.7*Izm*3.4*9*3.4*Izm)) 0.8834 - . i ji„, • - ---77 7: G !Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85i ---k- Type of Structure Height/Least Horizontal Dim 0.35 Flexible Structure No Description:?? Analysis by: ?? Structure Type Basic Wind Speed (V) Stnic Category (I, II, III, or IV) Exposure (B, C., or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) 'Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) P IM Paral. To Wind Dir (L) Building 146 1 3.0 14.0 Hipped 0.85 12.00 18.00 15.00 43.00 73.00 mph <----- Hz :12 Deg ft ft ft ft ft Copyright 2005 WINDO2 v2-06 Detailed Wind Load Design (Method 2) per ASCE 7-02 Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = I 9.5001 900.000 zg = At= Bt = Bm = Cc = 1= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft www.mecaenterprises.com (I\ • • • 64 %) • IS`N • • • • ct5:- 8/7/2009 • • • • • • • : t): • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• Fil kiei ier pi 3 • • • ••• • . Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 lEnclosed Buildings 1 0.18 -0.18 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fig 6-5 Internal Pressure Coefficients for Buildings. Gcpi Copyright 2005 www.mecaenterprises.com 8/7/2009 •• ••• • • • • • •. • . • • • • • • • •• ••• .• • • • •• •• • •••• 1 • • • • • • • •• •• •• 1 • • • • • • • • • • • • • • • • . • •. •• • • • • • • • • • ••• • • • • ••• • 1 • . . • • • • • • ••• • • • • • • •••. • • •• •• •�a a € v 3 Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ftA2) Max Min Max Min WINDOW -10 10.00 4 1.00 -1.10 46.46 -50.40 WINDOW -10 10.00 5 1.00 -1.40 46.46 DOOR -25 25.00 4 0.93 -1.03 43.69 - 47.63' DOOR -25 25.00 5 0.93 -1.26 43.69 - 56.66/- -49.17 DOOR -15 15.00 4 0.97 -1.07 45.24 DOOR -15 15.00 5 0.97 - 1.34 4524 -59.76 ROOF -10 10.00 1 0.50 -0.90 26.77 -42.52 ROOF -10 10.00 2 0.50 -1.70 26.77 -74.02 ROOF -10 10.00 3 0.50 -1.70 26.77 -74.02 CMU WALL 27.00 5 0.92 -125 43.46 -56.21 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.3 = => 4.30 ft a Hipped Roof 7 < Theta < =27 Double Click on any data entry line to receive a hela Screen Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Copyright 2005 www.mecaenterprises.com 8/7/2009 5 '272,5 • . . .. .• • •.• ••• • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • . •.• • • • • ..• • • • • • • • • • • • • • • • • *•• • • • • ••• • .. •. • No..i o.3 • • Inspection Number: INSP - 112360 Scheduled Inspection Date: August 20, 2009 Inspector: Devaney, Michael Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Project: <NONE> Contractor: LIGHTGATE INC Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 19, 2009 Miami Shores, FL In Wo .sheet liViar,f; Shores nage 10050 WE, Mi6ani Shores, FL Phone: (30 5ki95- 7t23a'.'• Fax: (305)756 -8972 Building Department Comments ELECTRICAL INSTALLATION IN THE GARAGE FIPE LIGHTS, TWO SWITCHES, ONE OUTLET REMODELING) TWO FLUORESCENT AND 3 ESTERIOR WALL LIGHTS WITH 2 SWITCHES OUTLETS. Inspector Comments For caiii: (305)762 -4949 e --L-1.--0q 83 Permit Number: EL -6 -09 -965 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Phone: 305 - 554 -4820 Page 3 of 25 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) IN 5 , Phone # Owner's Address 1° 0 16 i- I r. city PI (PCn 1 S ,ido Re3 Tenant/Lessee Name Email State 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Job Address (where the work is being done) 1 0001) F-(1 A i AVE City Miami Shores Villa. e County Miami -Dade Zip 5315 FOLIO / PARCEL # it - j (01 1) 2 -1 0130 Is Building Historically Designated YES NO___ Contractor's Company Name l ! h od G 4 <i?C • Phone # SC) C is 5 9 $ 2 Contractor's Address 1.4 Z 1 SW 1 t"1 1 'J 1^ -4t 10 City fc (. ( State FL_ Qualifier Name fr e t d1 CJ. Se o 2 p P /14 V S Miami Shores Village IM©mgMEc Building Department OCT 3 0 211 ' J p State Certificate or Registration No. EC /'3 4 0 S /'2 0 Certificate of Competency No. Contact Phone `�o r 2604 ° 0 0 E -mail mio at L.0 a 61' C Con? Architect /Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Submittal Fee $ 1000, — ❑Alteration Square / Linear Footage Of Work: Repair/Replace 1 ( MIS 5 MS X 15" 1UG Sp l 1 , iketv 01)7 L4- 4oP. Tt/ PEW LV oFVtc t iJ I L) Q,E -Ce [ a nted ['New Zip Permit No..I U { ii 6 Maste r Permit No. 6�3 3 310 Phone # Phone # ;0g -1gt -11 Flood Zone Zip `S 'S 1�7+ Phone # '3 ' 22 4 BY 20 01 ❑ Demolition * * * * * * * * * * * * * * * * ** *fix "'I tt** *** ** F * * * * * * ** * * * * * * * * * * * * * * ** * * * * * ** d Permit Fee ', f -e, /" CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ 7 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ ) 55 4 00 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a re- inspection fee will be charged. Signature The fore day of who i in • ins ment was ac NOTARY P 'BLIC• * * * * * * * * * * * * * * * * ** Contra tor The foregoing iris rument was acknowledged before me this 2 ' day of , 2081 , by f v/7c/Sc"D o me or who has produced 1 � ,Tv o 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. A_ A A .1A .1..__•■••Ngit_At ) /l ' l l ► " f. this • Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) APPROVED BY /` X 7 4 f 2 Plans Examiner ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer Signature NOTARY PUBLIC: Si Print: My Commission E CONSTANTINO ARIAS My Commission Explain Mer14, 7012 Commission / 0D 747531 Bonded Through Nsfani Noir/ Assn. Zoning Clerk checked 1 • BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) 1 A St k g Phone # ;05 741 ' Owner's Address WOO f•-i% t kM 1 jh/S 'Jae. City M ( Alit 5 5 State Zip 33 )rO Tenant/Lessee Name Phone # Email lefvtiJ f i leUr-iii4F we pAl2 -1C . ( 4 Job Address (where the work is being done) l 600 0 N, (A City Miami Shores Village County Miami -Dade FOLIO / PARCEL # t 111 (' I d 1 1:;2'.) Is Building Historically Designated YES NO Contractor's Company Name . at- //lc- ` Phone # Contractor's Address /4Z/ /6 7 AVE to( City i- k State F Qualifier Name .. Fray) a SC _ 0 (Q /'Y) Phone # O S s 4 S 2 --C State Certificate or Registration No. /P- ©05 e Certificate of Competency No. Contact Phone "30 S 4 sg 2 0 E -mail f Y) ff 0 ( 11/2h (» C, C o m Architect/Engineer's Name (if applicable) 06-- Phone Type of Work: DAddition Alteration ❑New /14111- J/ ` i Permit N n - Master Permit No?. c pC Zip �! I S 0 WTCM'ZVIE SUN 0 9 2009 BY: - - - - - -- v im-:' -- - 6c0 Flood Zone 30 C c ' ZC) Zip "3 T1' # Value of Work For this Permit $ ' Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition V .. /14 Jr! Owti Etat o e 6- ) Gto t-t t S a-- 2 vat D tasA ea* , P et f. /2.,a d ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ 1'00 c, CO /CC Notary $ S' o�o Training/Education Fee $ 0 • Technology Fee $ V vV Scanning $3' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ 940 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin; 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 al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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 anus: 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 he posted 01 the job site Pr the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. du- inspection will no be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 day of RAE_ 20t _ , by _ m S(n __V er who is personally known to me or who has produced fU S 1(, YO As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***** * * *** * ** * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY (Revised 07/10/07) **************************************** * * ** * ** * * * * ** * * * * * * * * ** * * * * ** ** 7 O )- 'fr_ d9 Plans Examiner Engineer Signature Contraz for The foregoing instrument was acknowledged before me his oq day of , 20 01, by rAf ° e cetkokte " who is personally known to me r who has produced NOTARY PUBLIC: Sig Print: My C as identification and who did take an oath. xpiresEONSTANTINOARtA8 `rte • Notary Public - State of Florida • My Commission Expires Mar 14, 2012 -.. Commission 1 DO 147531 aPlA% Bonded Through National Notary Assn. Zoning Clerk checked Project: Inspection Number: INSP - 129983 Scheduled Inspection Date: November 24, 2009 Inspector: Devaney, Michael Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue November 23, 2009 Miami Shores, FL <NONE> Contractor: LIGHTGATE INC Building Department Comments Inspection Worksheet Miami Shores Villag 10050 N.E. 2nd Avenue Miami Phone: (305)795 -2204 Fax: (305) For Inspections please call: (305)762 -4949 Permit Number: EL -6 -09 -965 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Phone: 305 - 554 -4820 ELECTRICAL INSTALLATION IN THE GARAGE FIRE LIGHTS, TWO SWITCHES, ONE OUTLET REMODELING) TWO FLUORESCENT AND 3 ESTERIOR WALL LIGHTS WITH 2 SWITCHES OUTLETS. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 23 of 30 BUILDING PERMIT APPLICATIO FBC Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) 1 V 1 IJ S JO.) O Phone # 50C 1 ¢2 Owner's Address (6000 iJ• M f AM 1 1 VE 1✓ V City M 1Aid t. 5 ko s State "Fl— Zip 331 Tenant/Lessee Name Phone # Job Address (where the work is being done) 10000 1 4' a 11 l AC�N City Miami Shores Village County Miami -Dade Zip 3•1,x'® FOLIO / PARCEL # 1131 0i0 101 2 70 Is Building Historically Designated YES NO_________ Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Describe Work: V Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 795.2204 F.. • t 756.8972 Wt - Type of Work: DAddition ❑Alteration ❑New Permit N< Master Permit No. Phone # Square / Linear Footage Of Work: C 00 S ❑ Repair/Replace t! * * * * ** * ** ** * * ** *** * * * * * * * * * * * * ** * * ** *F ** * * ** * ** * * * * * ** * * ** ** * * *** ** * * * * * * ** *** * * *. Submittal Fee $ Permit Fee $ AQIO -� CCF $ b * ' l(O CO /CC Notary $ Training/Education Fee $ O' Technology Fee $ Z0 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ CI9_n= 2 Structural Review. $ Total Fee Now Due $ all •C.z J bm See Reverse side — Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip `4 * t Mllrlgage Lgnde 's Nif applicable) Mortgage Lender's Address State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or elation 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 NOTARY PUBLIC: Sign: Print: My Commission Expire * * * * * * * * * * * * * * * * * * ** As identification and who did take an oath. APPLICATION APPROVED BY: (Revised 07/10/07) Signature Owner or Agent Contractor The foregoing instrument was acknowledged before � ( me this ( The foregoing instrument was acknowledged before me this day of V l. ` , 201I l , by WO C6t VQ.t , day of , 20 _, by who is personally known to me or who has produced M't1i $ .S 1„Ac' t 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 NAME: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT IS 5 , C,&1 DATE: Co »boq..q Q X09 ADDRESS: t® P, M iii kV cV6- 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 pfoperty, 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 tabu 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 Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand 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 4. I understand that the building official and inspectors are not thete'l design, alter or give advice on how to meet code — only if the structu't✓ meets the minimum code. Initial 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. 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. By 6((1' Sacif V'l f Initial Initial Was acknowledged before me this 1 day of a On" , 20 01 7. I understand that if any person gets injured on my construction 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 V 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. who was personally known to me or who has Produced there License or lVti S L-tc> 75 3`(C as identification. Y P MONICA LISSETH DI 8 995 ,•�• =�• ,.. MY COMMISSION # DD * i ryas EXPIRES. October 20, 2009 9�•��`� Bonded Thru Notary Pub Underwriters Inspection Number: INSP- 112364 Permit Number: DS -4 -09 -684 Scheduled Inspection Date: November 17, 2009 Inspector: Bruhn, Norman Owner: VENGER, KEVIN & SHARON Job Address: 10000 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments EXPANSION OF CONCRETE DECK AND BUILD THREE NEW CONCRETE SLABS November 16, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010210130 Page 1 of 35 04 0 ,904 Dec t� BUILDING PERMIT APPLICATION FBCOMIS Permit Type (circle Owner's Name (Fee Simple Titleholder) Owner's Address I 0 000 u City 11H1 4 State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Zip ?j co TVEZVECI APR 2 3 2009 Permit No. OS 0 9 U4 Master Permit No. l J9- Con � 05• 742 - 445,6 Phone # J vc r 7i 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # L' 3 f Q ] — 024 b 1; Is Building Historically Designated YES NO 1 Contractor's Company Name 110Q 2 ( { 1�/► Contractor's Address City State Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 8j Type of Work: ❑Addition Describe Work: ❑Alteration Notary $___U Scanning $ 3' 00 Radon $ Bond $ Code Enforcement $ Structural Review. $ ,C1(000 N. 14 1 il1t4 J Ave Miami -Dade Zip Square / Linear Footage Of Work: ❑New Submittal Fee $ Permit Fee $ ^ �sd- Training/Education Fee $ ` Phone # Double Fee $ Zip /boo 9.s€ ❑ Repair/Replace El Demolition ******** * * ****** * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * ** *** * * ** * ** * ** * * * * ** CCF $ 0 (40 •fltee Technology Fee $ 3.2S DPBR $ Zoning $ tra a ' � O jn Total Fee Now Due $ vl Off' W • See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject o attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection wh h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro ed and a 'inspection fee will be charged. Signature Owne or Agent The foregoing nstrument was ac nowledged fore this Y yCJV" day of I , 20 6 ,( 1` who is personally known to me or who has produced T 4 ILI,j aification and who did take ai path. �� Q ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * *a:* NOTARY; PUBLIC: Sign: Print: My Commission Expires: (Revised 07/10/07) APPLICATION APPROVED BY: - Signature Contractor The foregoing instrument was acknowledged before me this 6 ' 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 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: `GE'„ l u S, \X14 GeV, DATE: ADDRESS: 10000 Id , 14(1j14) 411/E, 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 fot sale or lease, which is a violation Of this exemption. You may not hire an unlicensed person as it 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.LC.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 constructi gn Myself. Initial Initial Initial 1 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatearnent of the permit. 3. I have an understanding of the 2004 FBC & FRC and understand 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. 4. I. understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structur meets the minimum code. , Initial V 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. 6. I understand that if I compensate any person or company for work performed they are requited 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. 7. I understand that if any person gets injured on my construction 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. Was acknowledged before me this (gJ. Initial Initial Initial day of , 20 (7 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. who was personally known to me or who has Produced there License or I 15 ( as identification. bolatx Septic Tani Grease Trap Storm Drain catch Basin .. Jet outgoing - lints Jet. Internal = tine Locate ilk Sell; 'On Tom hi,spection Snake Llne C ar Toilet P(umbIng'Repair X ,Hours System fequfr _ K of now tire. ®11Ii® ®EM11111® 111111111111111111111111 ® ® ® � ® Jetting Jet main line Jet Incoming - line Tank Repair Sallie Repair / installation Line Repair / 6nsn Arenet reeponelide for rofif or water damage or demago done to property, pipes orundergrorrnd'uor fie. drugs done toted or lenity plumbing. . -. UNDER NO CIRCUMSTANCES ARE WE LIABLE FOR ttO SEQUiRTRAL DAMN.. By dtiornlintltdmSd4adtardni'Ediesit that tf Paiderli Is satesSfred for seivices rendered or if collodion Proceedings are nocesiary enforce payment customer shall ba Liable to Mr. C'a Pliunbing:& toe and/or- •.:. ,- for acts and reasonable attorneys fees Incurred to -.; ..- its rights. Mr. C's Plumbing &: Septic, Inc. YOU CLOG WE CLEAR IT Address;,..P.O. Box 893239 Miami FL 33289 Ph:Dade:- (.305:) 651 -. 7899: f :( 305) 651 -.5662 TERMS OFPAYMENT CREDIT CARD CASH BILLING CHECK Dralnfleld jet`. cleared pumped to remove skid and sand build - up in lines. Werratyr is for hinety (90 ) days fatly or thhe dratr>f*d warranty period Mr, C's P.lummbing & Septic, Inc. will credit $ . towardsthecosd.of a nerdraln le*. G7 Dralnfeld.syst*oa. ot wRrking at this time, therefore Is only temporary and not.under wariatty. ra The service is acloanbng procedure and not under.wrerranty. 3 ».a..W;;.!2u - wS- <-- �.•cz;.::� =o^k.: N -fir. - n'xs.�F.M.:*''�.�i.R :t:�r"9; "`"-` WORK ORDER flNVO10E - • YOU CLOGGED /TINE CLEARED rT, THANKS FOR - CHOOSING MR. C's PLUMBING & SEPTIC : 1 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number Scale: Each block re DH 4015, 10/96 (Replaces HRS -H Form 4016 which may be used) (Stock Number: 5744 - 002 - 4015 -6) nd 1 inch = 40 feet. 1111111111111111111111111=11111 111111111111111=11111111111RWM1111 ammumrsonewuramommisirimmiwommi Emmomminummormommuinumummis immemisommommunalimunimmmaim 1111111111111111111111111111111111111111 NM 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ■ ■11111111111®11 11 111111 1111 11 ■1 1� Notes: to 1 t t .r'v lam- • ! 10 feet c esent - - - -- PART II - SITEPLAN - - - - Site Plan submitted by: Plan Approved B County Health Department Not Approved ALL CHANGES MUST BE APPROVED Y THE COUNTY HEALTH DEPARTMENT Date B1 e2of4 APPLICANT: LOT: "t- 1 BLOCK: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE, MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS SITE SUBJECT TO FREQUENT FLOODING: [ ] YES rik] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 HUNSELL # /COLOR TEXTURE DEPTH 10-1 i- ✓ i IthrtAri TO E a 2 � r ;,1..K TO-}L r bL 51- t ay ,t TO TO TO i TO USDA SOIL SERIES: t.rs r „ DRAINFIELD CONFIGURATION: ( ] TRENCH 041 RCS /ADDITIONAL CRITERIA: D& 4015, 10/96 (Replaces RRS - H Form 4015 (page 3] which may be used) P T AGENT: 1 r C S SUBDIVISION: n I et.- - 1 - -CICY PROPERTY ID #: C` i d 1 o O i 3 a [Section/Township/Parcel IFIED PERSON. ENGI23REERS C TE ITENS CB PAGE OF PROPERTY SIZE CONFO.:+= TO SITE PLAN: Xi YES [ ] NO NET USABLE AVAI TOTAL ESTIMATED S FLOW: 3cACA GALLONS PER DAY AUTHORIZED SEWAGE FLOW: g7 GALLONS PER DAY UNOBSTRUCTED AREA AVAILABLE:vx> SQFT UNOBSTRUCTED AREA REQ ] [ vE/: eukyvkb,n, rt &QTC. No. or Tax ID Number] 3• ACRES '.. R tT6 BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN 82 MAINTAINED FROM THE PROPOSED SYS TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES /SWANS: is FT NORMALLY WET? ( ] YES [X] NO WELLS: PUBLIC: FT LIMITED USE: NAP, FT PRIVATE: FT NON-POTABLE: MA-FT /�1 j BUILDING FOUNDATIONS: FT PROPERTY LINES: 5 PT POTABLE WATER LINES: (Cs FT 10 YEAR FLOODING? [ 1 YES SITE ELEVATION: l C=+ FT SOIL PROFILE INFORMATION SITE 2 Dci NO L /NGVD MUNSELL # /COLOR TEXTURE (CA-if 6 1 ► 1(e arc csLy - 4C1. - C7r USDA SOIL S S ( DEPTH c, TO .�i4. TO r� TO/Ail TO TO TO TO TO OBSERVED WATER TABLE: /"INCHES (ABOVE / , ] EXISTING GRADE. TYPE:( RCHED / ESTIMATED WET SEASON WATER TABLE ELEVATION: ;1..4. INC: t :S [ABOVE / '� �° EXISTIMG GRADE HIGH WATER TABLE VEGETATION: [ ] YES f4] NO MOTTLING: [ ] YES [)Q NO DEPTH: (CINCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: 0 4-7 DEPTH OF EXCAVATION: i5L. INCHES [ ] OTHER (SPECIFY) SITE EVALUATED BY: `r S C.6 DA Page 3 of 4 APPLICANT: CONTRACTOR / AGENT: LOT: 1 '1 BLOCK: NATURE OF' FAILURE: FAILURE SYMPTOM: REr ARES /ADDITIONAL CRITER2 SUBMITTED BY: DH 4015, 10/96 (Previous STATE OF FLORIDA DEPARTMENT OF REALTB ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATIO `Ase, .Y i Cr) r ========___________________=========== s== 24====== ==== = ==Q========== =cas: ©==c=oma ==== ==1 === ==a === TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, D=- "A.RTMENT LOYEE, SEPTIC TANK CONTRACTOR OR OTRER CERTIFIED PERSON. SI: AND SEAL ALL SUBMIiX € DOCDMENTS. COMPLETE ALL APPLICABLE ITEMS COMPLETE TABAZ CERTIFICATION BEL■£ OR ATTACH LETTER FROM A P ry,n .TTED SEPTAGE DISPOSAL SERVICE. _______________============_®___========== === EG= === EEEEEnCCC= 6nSCS== =."C= ==ca=n= a = =a = = = = =___= = = = == EXISTING TANK INFORBSATION (O ] GALLONS 414 r'GPD ATU [ ] GALLONS SEPTIC TANK /GPD ATU [ ] GALLONS GREASE INTERCEPTOR [ 3 GALLONS DOSING TANK I CERTIFY THAT THE ABOVE NOTED TANKS TURE OF LICENSES CTO \ el1 ar ` trnbtinc6 Ge G SUBniv: / SITE [ ] DRAINAGE STRUCTURES r2g4 POOL CONDITIONS: [ ] SLOPING PROPERTY t ] EYDRAULIC 0 DRAINAGE / ] SEWAGE ON G [ ] PLUMBING BACKUP LEGS: LEGEND: LEGEND: LEGS: ti ©as may be used) TITLE /LI MAT IAL: MATERIAL: MATERIAL: SYSTEM FAILURE AND REPAIR INFORMATION [ i CI { g ] SYSTEM INSTALLATION DATE TYPE OF WASTE [ 4:> ] G ESTIMAT +r SEWAGE FLOW BASED ON SEC-F [ ] PATIO / DECK [ 3 MAINTENANCE [ ] WATER TABLE ID(); BUSINESS NAME TIC [ ] T C T LE a., 64 PARKING e ] STEM DAMAGE [ 4 1t 51 o I o ?i MAT IAL: Gam' C AFFLED:[Y / BAFFLED :EY / # P SEE RE PUMPED ON � J' //3 1 RAVE TEE VOL g . + 5 SPECIFY A DEFL <:TI *' ,. > *'L3 SILT` R DEVICE 3 TAY DATE EXISTING DRAINFIELD INFORMATION [ �JM SQUARE FAT PRIORY DRAIbiPIBLD SYSTEM NO. OF TRENCHES [ 3 DIMENSIONS: r 'Qa !� [ 3 SQUARE FEET SYSTEM NO. OF TRENCHES [ 8a0 °' : S TYPE OF SYSTEM: [)'a1 STANDARD [ 3 FILLED [ 3 MOUND [ ] CONFIGURATION: [ ] TRENCH [7 3 BED [ ] DESIGN: [jb ] HEADER [ ] D -BOX [)4 GRAVITY SY'ST _ [ 3 DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE INS• °x S [ ABOVE [ ] T" [ 3 D BOX /HEADER [ 3 DRAINFIELD [ DATE: CI PAC Page 4 of -4 •••• • • • • •••• v ti. Eyr i� _ :OU .. APPROVED r • • • • • • • • • • .. • .x. COUNTY`" Clopa eR ` roducts Company •." `;`` 8585 Duke Boulevard 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 (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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" EPS Garage Door up to 16'2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101488, titled "MIN 4300 /01/10, 4400/01, HDG /L, 66/7/8, H300 /01 /10, H400/01", sheet 1 and 2 of 2, dated 07/06/95, with last revision 14, dated 02/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., 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: Large and Small Missile Impact Resistant 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 27,000 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 revises and renews NOA # 07- 0809.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • M • s �' • s ice. • • • olfdA• L,dBVrG. - BUILDING CODE CO �� c� T �') 140 W F a ' T E1603 • PROD o+.,4 , r� !.' a • N M[t, ° �, a tt30 -1563 72 -6339 NO ,:� .. ►Zi .►.- . OA m ' i de NOA No 08 -0402.12 Expiration Date: September 26, 2012 ✓ Approval Date: May 8, 2008 Page 1 OPTIMUS STRUCTURAL DESIGN LLC SHOP DRAWING REVIEW REVIEW ti/hf - R ev i ew of qhor, •fra4Pingt- preramad by a.. specialty engi c.r ts zynh, nahsrt to !- determine dr br nave been f a ne TJ haw: heer, . signed and se•levl hy No detailed etie* f bu been per N dt : of dimensions or quantities has bee?.. marie... The specialty ; engiocer signing and snaluig be drawings will be solely responsible, for the stmctural adequacy of the propose tl Designed System. OSD will not be responsible for any deficiencies created during the construed= by improper design, erection, installation or other operations related to the system shown on these drawings. DATE (-V 07 411Y 7 1-41/ AUG 1,1 21109 41 1* • •• •• • • , • 0 • 0 *** •0* • • • • • • • • * * • • **** •• • * • • • • • 41' • • • • • • • • 0 or • : 04, • • • • ::::: : • :..• • • • ft• 40" * :: • 4 • • . Clan,,, av B3u il4ing P rodu Company 000000 • • •.•. • •..... 00000 .••• • • • • ..... • .....• ...... ...... • . . • • • • • ... • . .. • • • •••• ...... • • • ....' .• • NOTICE OF ACCEPTANCE: EVIDENCE SUHMft I1 D . • • • S••• - • A. DRAWINGS 1. Drawing No. 101488, titled "M/N4300/0l/10, 4400/01, HDG/L, 66/7/8, H300/01/10, H400 /01 ", sheet 1 and 2 of 2, dateci 07/06/95, with last revision 14, dated 02/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel garage door. Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0128.01 -08, dated 03/13/08, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel garage door Model 4300, prepared by American Test Lab, Inc., Test Report No. ATLNC 0509.01 -07, dated 07/11/07, signed and sealed by David W. Johnson, F.E. 3. Test report on Salt Spray per ASTM B117 of painted 040 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/05, signed by John D. Lee, P.E. 4. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing,.Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 5. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/06, signed by Joseph L. Doldan, P.E. 6. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Report No. 3082960 -500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/05, signed by Javier Trevino. E -1 ,fpfi g rios M. Utrera, P.E. Product Control Examiner NOA No 08-0402,12 Expiration Date: September 26, 2012 Approval Date: May 8, 2008 Clonav Building Products Company NOTICE OF ACCEPTANCE: 000:0. •0.. • • •0• ••.•. .• •. • • • .•.00 • • • • 0000 • • • • • 0000 • EVIDENCE SUB .:. .' 7. Test report on Ignition Properties of Plastics per ASTM D1929 of Type 1 EPS, Report No. 3082959 -500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/05, signed by C. Anthony Pefialoza. • C. CALCULATIONS 1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building Products Company, dated 03/3 1/08, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. E -2 000000 • • ....• • • F. STATEMENTS 1. Statement Letter of conformance issued by Clopay Building Products Company, dated 03/31/08, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 03/31/08, signed and sealed by Scott Hamilton, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0809.02, issued to Clopay Building Products Company, approved on 09/20/07 and expiring on 09/26/08. •.•.•. • •••••• • • O 0.0.0 Carlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0402.12 Expiration Date: September 26, 2012 Approval Date: May 8, 2008 CLOPAY MODFIS 4300. 4301 4310. 4400. 4401. HOG. HDOL 11300. HOIMES MODFLS 66. 67. 68: IDEAL MODELS SP200. SF200. SF20Q EXTRA PLATES /STRAPS ONLY REQUIRED FOR DOORS WITH OPTIONAL IMPACT - RESISTANT LRES AT 16'2'W. 20 GA X 2" GALV. STEEL BACKER PLATES. (3) A PLATES PER SECTION AT 16"216 FOR SOLO? DOORS; (5) PLATES PER SECTION AT 18'2"W. FOR DOORS WITH IMPACT - RESISTANT L1TES. PLATES ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. x IN VIEW "B" §PG2 F g VEIN I PG 20F2 BERWAFMN II!I IE Or1i1 AMISMEASSI 41 , - It = == ,1( Y vT 11. , T ( mim I !no' IGEMEMELIMME I ll■Ex■II■lmwm■l_ _I_..el_.lo_LI OLg 1= t iENSEM 1M(EIINi1Z1n1=Yi 7= LOCATION F OPTIONAL VENTS A OPTIONAL OUTSIDE KEYED LOCK POSITION LEITOTAL VENT OPENINGS: 60 IN' PER VEHICLE MAX. DOOR WIDTH 16' 2" 114510E ELEVATIONS ( THIS DOOR MEETS THE REQUIREMENTS OF THE) LARGE MISSILE IMPACT AND CYCLIC TESTING. TRACK CONFIGURATION DOORS UP TO 8'0" 11101-1 HORIZONTAL TRACK SUPPORT By DOOR INSTALLER (TO SUIT) COUNTER84UWCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16" X 1 -5/8" LAG SCREWS AND TO TRACK TWTti (2) 1/4" RIVETS. 76' (7'5111 & 8'o'H DOORS ONLY) 63" 2" GALV. STEEL TRACK. TRACK THICKNESS: 0.083'. 10 3 -I/2" AVE DETAILS ON JAMB CONEIGURATON. DOOR HEIGHT VP. 2 -1/2" X 12 GA GALV. STEEL TRACK BRACKETS. ATTACHED TO JAMB WITH (1) 5/16" X 1 -5/8" LAG SCREW PER TRACK BRACKET. 11301. 11310. 11400 11401. A ) T THEE 4 TOP OF THE PLATES ON THE TOP SECTION AND AT THE BOTTOM OF THE PLATES ON THE BOTTOM SECTION. TRACK CONFIGURATION DOORS 8'3" TO 12'0" HIGH REV 14 gi 1 11 ADDITIONAL MOUNTING SLOTS ` SPACED AT 12" CENTERS. 1-12" ON CENTER ' 48 + ■ 1 1 ■ HOSE: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR THE WIND • LOADS SHOWN ON THIS DRAWING. DATE 2/2008 18 GA DOUBLE END STILE. EACH END STILE MEASURES 5 -3/4" X 2 -1/8" X 3/8' AND IS ATTACHED® WITH (1) 98X1/2" WAFER SCREW. 6/2001 8/2003 ONE ROW F IMPACT - RESISTANT GLAZING IN 8ITHE0 TOP SECTION (SHOWN) Q6 NEXT - 10 - THE - TOP SECTION (NOT SHOWN). MAX GLAZING SIZE IS 18 -1/2" x 11 ". GLAZING IS INJECTOR MOLDED GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC 114 ACCORDANCE WITH IBC /FBC 2606. SEE SECTION B -B FOR ASSEMBLY DETAILS. LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. SEE LAYOUT OF EACH LOCK OPTION ON PAGE TWO. DOORS WITH 2" TRACK USE (2) STACKED 1HR BRACKETS (2 -I /2"x51 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4 "x3/4" SELF TAPPING SCREWS. DOORS WITH 3" TRACK USE I1SE (1) 3 -IN ROLLER CARRIER (1- 1/8 ° x2 -I/4" x 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1 /4"x3/4" SELF TAPPING SCREWS. 2 10" 3 CALV. TAPERED STEEL TRACK AND ANGLE. TRACK THICKNESS: 13.101". ANGLE THICKNESS: 0.080 ". MIN. ANGLE DIMENSIONS 3 -1/4" x 2 -7/8 ". VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING JUNCTION. TWO 1/4" BOLTS __ QOM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION O NE. Y4' TRACK 801.7 AND NUT AT EACH MOUNTING SLOT LOCATION. DESCRIPTION UPDATED QTY OF BACKER PLATES & STRAPS. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH 3 -1/2 ONE 5/18" x 1 -5/8" CAC SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (LE. 3 -1/2 ". 10 ". 22 ". 34 ". 46'. ETC.). ADDTOONAL LAG SCREWS LOCATED AT 16 ". 28 ". & 40" FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. Sin Building Products Company PAGE 1 OF 2 JAMB PREPARATION NOTE THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x8 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WHH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES. HORIZONTAL TRACK SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPUED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. SEE PAGE 2 OF 2 FOR ADDITIONAL DETAILS EbTF5.7 E< BIZEIWAss 4 m f7 R frTiT!i� LE119 ]L. •Al10l*Wl R .rr.a, samr 1 EXT. v• FLUSH PANEL. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) mow IE)md�i� 000R HEIGHT 8'0" TO 7'0" NUMBER F SECTIONS' 4 7't TO 8'8 "" 10 9 TO TO 1R 10 " 1; 0 8 7 SECTIONS ARE EITHER 18" OR 21 HIGH REV 10 1 12 13 2/2004 4/2004 8/2004 7/2007 MAX. 0.C. TOLERANCES LINA. Slated Otherwise CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. OHIO 45040 (513) 770 -4800 .00 • 8.03 .000 5.015 0000 • 3.007 Degrees - ±1/2' OAT 7%6/95 DE51GN ENG , R. SCOTT FASTENER DESCRIPTION REVISED VERTICAL JAMB DESIGN LOAD NOTE 2. ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES JAMB ATTACHMENT & EDGE DISTANCE NOTES MODIFIED ADDED VARIOUS COMPONENT DIMENSIONS ADDED JAMB, JAMB FASTENER, AND END STILE NOTES UPDATED JAMB FASTENERS; DESIGN ENGINEER WAS M. WESTERFIELD. ADDED OPTIONAL IMPACT RESISTANT UGHTS DESIGN LQAPS: '' 446.6 PSF & - 52.0 PSF PAGE TUTS 1 OF 2 HORIZONTAL JAMB (NO LOAD FROM DOOR) FIRST (BOTTOM) ANCHOR STARTING 87 NO MORE THAN HALF OF THE MAXIMUM ON- CENTER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. 2x6 VERTICAL JAMB \ \\ ( N.T.E. 1/2 MAX. O.C. IMPACT RESISTANT INJECTION MOLDED FRAME & GLAZING WINDOW 1.0E SECTION B -B (IMPACT RESISTANT GLAZING) DETA0. 0 011508AL OECORATNE SNAP -IN WSER?. 0.188 RESISTANT ONE -PIECE INACTION MOLO=D GE LEXAN 5/324327 FRONT FRAME & GLAZING. OETAR 'D' �•�' 2.25 MULTIPURPOSE 111101 BOND TAPE (BETWEEN 1TWME AND FACADE). OPTIONAL DECORATIVE FRONT FACADE. STRUCTURAL. SILICONE SEALANT (85185EN STEEL SIM AND FRAME). POLYSTYRENE RETAINER FASTENED TO FRAME WIT11 (I0) 138 x 3/4" PAN HEAD MAC/174E SCREWS. IMPACT RESISTANT GLAZING OPTION: OPTIONAL INJECTION- MOLDED FRONT FRAME AND GLAZING POLYCARBONATE CITES AVAILABLE. OPTIONAL P0lYCARBONAIE CIAZNO IS GE LEXAN SLX24321, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 180/F88 2808. THE GLAZING DESCRIBED N THIS SECTION MEETS THE WIND LOAD REOUIREMENTS F THE FLORIDA 8141.5 51 000E OR INTFR14ATWIPAL 810LOL45 CODE AND DOES MEET THE LARGE MISSILE IMPACT AND CYCLIC TEST REQUIREMENTS (REF. CHAPTER 16 FBC /18C). 11Ax. SIZE 16'2''W x 12'0 "H DESCMPTIm4 7/4/1 4300/01/10, 4400/01, : HDG /L, 66/7/8. H300 /01 /10. H400 /01 DRAWING MOWER. 101488 BUILDING TYPE FASTENER TYPE MAXIMUM ON- CENTER DISTANCE BETWEEN • FASTENERS STEEL WASHERS REQUIRED? BLOCK WALL ((4" x 1 -1 4" MIN. EMBED TAPCON CONCRETE ANCHOR 1/4" x 1 -3 4" MIN. EMBED TAPCON CONCRETE ANCHOR 4 -1/ " 12-1/2" 1" O.D. 1" O.D. 2000 PSI MIN. CONCRETE 3000 PSI MIN CONCRETE 1/2" x 1- SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR 12 -1/2" INCLUDED u• • • • . I . • C • : ° - " MIN. EMBE • X/ , •I • 14" INCLUDED WOOD FRAME (SYP 0.55 SG) 1/2" x 3" IAG SCREW (AS1M A307 GRADE Al 1 -5/8" EMBED I1470 STRUCTURE 14 -1/7 1 0.I. CLOPAY MODELS 4300. 4301 4310. 4400. 4401 HOG. HDGL. H300. 11301. 11310. H400. H401 HOLMES MODELS 66 67. 68: IDEAL MODELS SP200. SE200. SF20Q JAMB TO SUPPORTING STRUCTURE ATTACHMENT N0TE5: 1. AU. THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SW (GRADE B2 OR BLUER) JAMBS. NO LOAD FROM THE DOOR I5 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & -416 LB. PER UNEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. A. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NM USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE 92 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F FOR DOORS UP TO 8'0 HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE 92 OR BETTER) W000 STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F FOR DOORS UP TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 SYP (GRADE 92 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE 1001I140 AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE W1111 1111 FLORIDA BUILDING CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANCLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 ". EXCLUDING STUCCO THICKNESS. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON- CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE 000R OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 1" DOOR OVERLAP (EACH SIDE) 2,6 SYP WOOD JAMB. SEE 3" M1 "JAMB PREPARATION NOTE ° . 2 -1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1 -5/8" LAG SCREWS NOT TO EXCEED 14 ON- CENTER. MIN. OF (B) LAG SCREWS REQUIRED PER JAMB. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA RIVETS OR (1) 1/4 X 5/8 BOLT & NUT PER TRACK BRACKET. 2" D18. 7 -1/2" LONG STEM, 10 BALL STEEL ROLLER. SECTION C - C JAMB CONFIGURATION( DOORS UP TO 8 0" HIGH OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) 98 X 1/2° WAFER SCREW. ENO STILE DM.: 5 -3/4 X 2 -1/8" X 3/8 ° . 7/18 LD. ROUND 18 GA. GAIN. STEEL CENTER HINGE PUSH NUT FASTENED TO INTER. STILES W /(4) EACH FASTENER. 914x5 /8" SHEET METAL SCREWS. 14 GA GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES W /(4) EACH 914x5/8" SHEET METAL SCREWS AND (2) 1/4 SELF TAPPING SCREWS PER END HINGE. 1 DOOR OVERLAP (EACH SIDE) 2.6 SYP WOOD JAM. SEE "JAMB PREPARATION NOTE ". 3-1/4" x 2 -7/8" MIN. x 0.080" TAPERED ANGLE. SEE LAG BOLT MOUNTING AT TRACK CONFIGURATION ON PAGE ONE. 0.101" THICK 3° GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4 ° x5/8" BOLT & NUT AT EACH MOUNTING SLOT. JAMB CONFIGURATION. BOORS 8'3" TO 12'0" IG1( STOP MOULDING BY DOOR INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE- END -STILE FASTENED 91111 (1) 98 X 1/2" WAFER SCREW. END s71.1 DM.: 5 -3/4 X 2 -1/8" X 3/8 ° . 18 GA. GALV. STEEL CENTER HINGE 7/18" I.0. ROUND FASTENED 70 INTER. STILES W /(4) EACH PUSH NUT 9144/8" SHEET METAL SCREWS. FASTENER. 19 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 914x5 /8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 3" DIA. 8 -1/2" LONG STEM BALL BEARING STEEL ROU.ER. SECTION C -C 12..-Q.-END.-1212= 7 -1/2° x 2 -3/4 Building Products Com•an 914x5/8" SHEET METAL SCREWS 1 4°x3 4" 0111 T PING SCREWS. PAGE 2 OF 2 I/2" 5/8" 5/8" (1YP.) 6TALL - C- CHANNEL 16 GA. GALV. STEEL TONGUE AND GROOVE JOINTS. 27 GA (0.018" MIN.) EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 27 K51, DRAWING QUALITY) WITH 0 -40 MIN. GALY. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. PRODUCFREVUED mixergiying watt/Andes iq1 11TD J�/.x'' G• (pp;. i:'IiYL�7L7 TOLERANCES Unless seed KKN4reis9 .00 - 5.03 .000 5.015 0000 1.007 Degrees ±1/5 CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. OHIO 45040 513 770 -4800 REV 14 DATE 2/2008 INTER. STILE OUTSIDE HANDLE OUTSIDE KFYFD I DCK LOCK BAR LOCKING SECTION A -A (SIDE VIEW) DESCRIPTION SEE REVISION HISTORY ON PAGE ONE. SCALE. . NTS 0410. 7,4/95 "• 83288 END STILE LOCK BAR GUIDE LOCK BAR ENGAGES N TRACK ON EACH SIDE OF DOOR. DESIGN INTER. STILE OUTSIDE KEYED HANDLE PAGE. 20F2 SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. IN51DF SI IDF 8011 LOCK OPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. ONE 6 TALL, 16 GA. C - CHANNEL PER DOOR SECTION, ATTACHED WITH 2 1/4 °x3/4° SELF TAPPING SCREWS PER END STILE AND 1 1/4 "x3/4" SELF TAPPING SCREW PER HACKER PLATE L TION. SEE VIEW E. 27 18. (0.016" MN.) INTERIOR STEEL SKIN (DRAWING 0 WITH 6 -40 16N1. GALV., BAKED -0N PRIMER AND A BAP(ED -0N POLYESTER PANTED TOP COAT APPLIED TO 60111 SIDES OF STEEL 51014. 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) 914x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. LOADS: +46.6 PSF & -52.0 PSF END STILE INSIDE HANDLE 18 GA INTERMEDIATE FORGE 7 -1/2 x 2 -1/4" OUTSIDE KEYED I OCK ISEIy °C° SNAP I ATCH 1(101< OPTION -"I L.- 2" THICK SIUCONE FRON0 49440 K CHANNEL IN OF DOOR PARAT 1.85" THICK. 19 DENSITY EXPANDED POLYS ITNLNE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. FOAM MANUFACTURED BY PREMIER INDUSTRIES, INC. i ^ OR FALCON FOAM. TOP S CT1004 WITH LUTES: (2) 18 GA GALV. STEEL TOP ROLLER BRACKETS (2- 7/16" x 3- 3/4'). EACH BRACKET ATTACHED W /(4) 914x5/8" SHEET METAL SCREWS. 50110 TOP SECTION: (2) 12 CA GALV. STEEL TOP ROLLER BRACKETS (2 -1/2" x 5- 3/8 "). EACH BRACKET ATTACHED W /(4) 914x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4 ° x1 /2" BOLTS AND NUTS PER BRACKET. 1 -1/4" WIDE x 16 GA. GALV. STRAP. (1) AT EACH EXTERNAL BACKUP PLATE; (2) AT EACH ENO STILE. EACH STRAP ATTACHED WITH (3) 1/4 "x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR ONE SCREW TO C- CHANNEL). 14 0A GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) 91485/8" SHEET METAL AND (2) I/4 "x3/4" SELF TAPPING SCREWS. SEE VIEW "6 ". MAX SIZE 16'2 x 12'0 "H 00618140110* M/N 4300/01/10. 4400/01, HDG /L. 66/7/8, H300/01/10, 94400/01 B DRAWING 14113438 101488 DOOR HEIGHT NUMBER OF SECTIONS' 6'0" TO 7'0" 4 7'6" TO 8'9" 5 9'0" TO 10'6" 6 10'9" TO 12'0" 7 DOOR VERTICAL HEIGHT TRACK LENGTH 9' -0" 96" 10' -0"` 108" 12' -0" 132" INSTALLER .4 G?11 �yii��vrl y -- .11WVIANKAIS. I: • P.I. S.: 1 Ii � i�1,l�7�r�Ciatt1_ I salw�� 111 ii c_ r II "`1 IA ► f a I l i `■ J,,L {}yam I 1 I 1 III( alit 1 L, fn 7i , , 4 1' .E • lircT r.• WiiiiVESIVI 27 41 a' - I l T lM 1 !'1 Y _ * 1 -_- INSTALLER .4 RETAIL M011FL DESCRIpT10N •_• • ...t. '•'200 • P.I. S.: AA `dh S ,.Rr ' .• . p•. ; alit 1 L, fn 7i , , 4 1' .E • - .1 i.. 27 0 a' •T T • MIEL 2. ••• ITS. A L- OPTIONAL OUTSIDE KEYED LOCK POSIT IN PER VEHICLE • MAX_ DOOR WIDTH = 16' --2" INSIDE ELEVATIONS REMENTS OF THE I YCLIC TESTING. TRACK SUPPORT BY 4STALLER (TO SUIT) YSTEM BRACKET ATTACHED TO 1 -5/8" LAG SCREWS 1/4" RIVETS. ONLY) K. 083" DOOR HEIGHT 6'-6" 7' -0~ 12 VA GALV. >,CKETS. 48 WITH (1) LAG. SCREW PER 70" 76" 82" 88" TRACK CONFIGURATION DOORS 8'3" TO 12'0" HIGH 46" 22" 10" ciu +.vii WITH (1) #8k1/2" WAFER SCREW ONE ROW OF IMPACT- RESISTANT GLAZING IN EITHR TOP SECTION (SHOWN) NEXT - - THE - TOP SECTION (NOT SHOWN). MAX. GLAZING SIZE IS 18 x 11". GLAZING 15 INJECTION MOLDED GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 18C /FBC 2606. SEE SECTION B -8 FOR ASSEMBLY DETAILS. LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. SEE PAYOUT OF EACH LOCK OPTION ON PAGE TWO. DOORS WITH 2" TRACK USE (2) STACKED LHR BRACKETS (2- 1/2 "x5 "x 12 C.A.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4 ° x3/4" SELF TAPPING SCREWS. DOORS WITH 3" TRACK USE USE (1) 3 -IN ER CARRIER (1 -1 /8 "x2 -1 /4 x 12 GA.) INNER BOTTOM BRACKET ATTACHED WITH (2 4 "x3/4" SELF TAPPING SCREWS. 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK THICKNESS: 0.101". ANGLE THICKNESS: 0.080 ". MIN. ANGLE DIMENSIONS 3 -1/4" x 2 -7/8 ". NTER HANG REQUIRED FOR OVER 8' HIGH VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING IN JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. -12" ON CENTER 34" JANE. Y4" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 3 1/2" ONE 5/16" x 1 -5/8" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3 -1/2 ". 10 ", 22 ", 34 ". 46 ", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16 ° , 28 ". & 40" FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE VERTICAL /HORIZONTAL TRACK JUNCTION. I as=mi +e. — 1 f -I I_ N../11 L 1 G 113 JAMB PREPARATION NOTE THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. SEE PAGE 2 OF 2 FOR ADDITIONAL DETAILS Till CI7A AIi.CO " - SECTIONS ARE EITHER 18" OR 21" HIGH rya j u/ zAjtj nvL. -v Unrnu, v 7/2007 UPDATED JAMB DESIGN ENGINES ADDED OPTIONA N.T.E. 1/2 MAX. O.C. IMPACT RESISTANT INJECTION SECTION B -B (IMF OPTIONAL DI=CORATNE SNAP -IN INSERT. 0.188 MAX. 0.0 IMPACT - .. STANT ONE -PIECE ..; TtON MOLDED GE Le0d.t SLJ2432T FROM FRAME & GLAZING. FIRS1 AT N MAXII HIGH! LEAS' OPEN IMP • T RESISTANT ;� ' - • OPTIONAL INJECTION- MOLDED FRONT AVAILABLE. OPTIONAL POLYCARBONATE GI. CC2 PLASTIC IN ACCORDANCE WITH IBC /I THE GLAZING DESCRIBED IN THIS SECTIOI FLORIDA BUILDING CODE OR INTERNATION, MISSILE IMPACT AND CYCLIC TEST REOUIF DESIGN LQApS: 1 nn.. F —�..• 1 OPENING HEIGHT DOOR HOGHT DESIGN LOAD OF' +372.8 U3 & –416 L8. PER LINEAR FOOT OF JAMB. • • I$ • NOT • ILT TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. SAD VIA3 11�OT ZJSED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. • ••• • • • • • • • • ••• ■•• • • • FRAMED *LID IBER STRESS •: 13ai NOM • • • • • • ,• • • • • • • • • • • • ••• ••• -MB SHALL BE ANCHORED TO OUT REINFORCED BLOCK WALL OR -1ALI E 1111ED• WITH CONCRETE t REINFORCED WITH REINFORCING - - VTO•TIE I F-AMS..ALL BARS SHALL BE +NTIN000S FROM THE TIE BEAMS C9LUtMN. BLOCK WALLS AND CONCR OLUMNS TO BE DESIGNED BY • REP D.1i1 ACCORDANCE WITH THE FL • BUILDING CODE. SUPPORTING STRUCTURE ATTACHMEN ST OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING S CTURE) 'E 4 -1/2" " Q.D. MAXIMUM • – CENTER Do CE STEEL WASHERS FASTEN '. REQUIRED? 12 -1/2" .0. INCLU 12 -1/2" 14" 14 -1/2" INCLUDED 1" 0.D. JAMB CONFIGURATIQN, DOORS UP TO 8'0" HIGH VIEW "B" 2 -1/2" --I 1— 5/8" (TYP.) VIEW "E" 6 TALL C– CHANNEL 16 GA. GALV. STEEL I" MIN. EMBED TAPCON CONCRETE ANCHOR I" MIN. EMBED TAPCON CONCRETE ANCHOR I" MIN. EMBED SIMPSON STRONG –TIE WEDGE –ALL WEDGE ANCHOR }" MIN. EM BED SLEEVE AN CHOR 'a SCREW (ASTM A307. GRADE A) 1 -5/8" EMBED INTO STRUCTURE :HQR AND EDGE OF CONCRETE BLOCK: 3 ", EXCLUDING STUCCO THICKNESS E THAN HALF OF THE MAXIMUM ON– CENTER :AST AS HIGH AS THE DOOR OPENING. IT FASTENERS. �;��IITrI!u SID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT RENDING (Fb) FOR DOORS UP TO 8'O" HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS EME FIBER STRESS IN BENDING (F FOR DOORS UP TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM • • OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE– END –STILE FASTENED WITH (1) 118 X 1/2" WAFER SCREW. END STILE DIM.: 5 -3/4 X 2 -1/8" X 3/8 ". 7/18" I.D. ROUND PUSH NUT FASTENER. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 1114x5/8" SHEET METAL SCREWS AND (2) 1/4° SELF TAPPING SCREWS PER END HINGE. 2" DIA. 7 -1/2" LONG STEM, 10 BALL STEEL ROLLER. SECTION C –C 7/16" I.D. ROUND V PUSH NUT FASTENER. 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W /(4) EACH (114x5/8" SHEET METAL SCREWS. 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W /(4) EACH 1114x5/8" SHEET METAL SCREWS. 1/4 "x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERy p IATE HINGE 7 -1/2" x 2 -3/4" 7 -1/2 x 2 -1/4" VIEW "C JAMB CONFIGURATIO STOP MOULDING BY DOOR INSTALLER (TO SUIT). DOORS 8'3" TO 12'0 IGH 16 GA GALV. STEEL DOUBLE –END –STILE FASTENED WITH (1) 118 X 1/2" WAFER SCREW. END STILE DIM.: 5 -3/4 X 2 -1/8" X 3/8 ". 1114x5/8" SHEET METAL SCREWS 1 T(11 r PM 'JrrC TONGUE AND GR • JOINTS. 27 GA (0.016 MIN.) EXTERIOR STEEL SKIN � (MIN. YIELD STRENGTH: 27 KSI, DRAWING l,� QUALITY) WITH 0 -40 MIN. GALV. BAKED –ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF SiW.. SKIN. ritooucT IONISED ORkUmCbde .• Atooptasoe No latpindos OUTSIDE HANDLE SECTION A–A (SIDE VIEW) nn - m /IX Icrm • B. G LOCK ENGA OUTSIDE KEYED LOCK TRACE LOCK BAR LOCKING EACH OF D OUT THICK $IUCFQRNONT AND 1.95" THICK, 111 DE1 INSULATION LAMINATE SKINS. FOAM MANUFI OR FALCON FOAM. TOP SECTION _WITH L BRACKETS (2 - 7/16" 1114x5/8" SHEET ME' SOLID TOP SECTION: BRACKETS (2 -1/2" #14x5/8" SHEET ME1 TOP BRACKET WITH ( 1 -1/4" WIDE : EXTERNAL BACI EACH STRAP A TAPPING SCRE1 SCREW TO C. -I 14 GA. GALV, I FASTENED TO E SHEET METAL A SCREWS. SEE V ONE 6" TALL, 16 GA. ATTACHED WITH (2) 1 END STILE AND (1) 1 BACKER PLATE LOCAT 2 (0.016" MB OU 'i WITH 0 -4 A BAKED ON POLY! BOTH SIDES OF STE 13 GA. GALV. STEEL E 1114x5/8" SHEET MET! ALUMINUM EXTRUSIO DESIGN L0. 0000 •... • • ••• •• • • US STRUCTURAL DESIGN LLC ;••:•: .. :.. CONSULTING ENGINEERS • • . • • 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 • T. 305.512.5860 F. 305.512.5861 www.optimussd.com STRUCTURAL CALCULATIONS FOR WINDOWS AND DOORS AT VENGER RESIDENCE LOCATED AT 10000 N. Miami Avenue, Miami Shores, Florida August 7, 2009 • • ...... • Tanya Homleid P.E. PE #61706 Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Type of Structure Height/Least Horizontal Dim 0.35 Flexible Structure No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Zrnin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm I *(zm/33)^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min B,L +Ht)/Lzm)^0.63 • .5 0.9209 Gust2 0 925 *((1 +1 7 *Izm *3 4 *Q)/(1 +1 7 *3.4 *Izm)) 0.8834 G 0.85 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: ?? Analysis by: ?? lope of Roof (Theta) tructure Type Basic Wind Speed (V) Struc Category (1, 11,111, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof we of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) idth Perp. To Wind Dir (B) idth Paral. To Wind Dir (L) Building 146 11 C 1 3.0 14.0 Hipped 0.85 12.00 18.00 15.00 43.00 73.00 mph Hz :12 Deg ft ft ft ft ft Copyright 2005 Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6-2 Values Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 0.200 500.00 0.200 15.00 0.105 1.000 0.650 ft ft www.mecaenterprises.com Ye tNe - tl '61 et 8/7/2009 • • • • • •• ••• • • • • o • ••••• •••••• • • • • •• • •• ••• • • • • • • 1 • • •• • • • • • • • • • • • • • ••• • • • .•• • • •• • Page No. of0* •; •. •: WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Open Buildings Partially Enclosed Buildings Enclosed Buildings Gcpi Max+ 0.00 0.55 0.18 Enclosed Buildings { 0.18 Max- 0.00 -0.55 -0.18 -0.18 Copyright 2005 www.mecaenterprises.com 8/7/2009 1 ime 0 100 • . 000000 ..••• • • • • • • ..` ... .. • • on • ••• •0• • • • • • .. • • . • • •• , • • • •. ... • • • • • • • • ••• • Page NoJof ••: •.` •■ Component Width (ft) span (ft) Area (ft^2) Zone GCp Wind Press (Ibift ^2) Max Min Max Min WINDOW -10 10.00 4 1.00 -1.10 46.46 -50.40 WINDOW -10 10.00 5 1.00 -1.40 46.46 - DOOR-25 25.00 4 0.93 -1.03 43.69 - 47.63' DOOR -25 25.00 5 0.93 - 1.26 43.69 -56.6 - DOOR -15 15.00 4 0.97 -1.07 45.24 -49.17 DOOR -15 15.00 5 0.97 -1.34 45.24 -59.76 ROOF -10 10.00 1 0.50 -0.90 26.77 -42.52 ROOF -10 10.00 2 0.50 -1.70 26.77 -74.02 ROOF -10 10.00 3 0.50 -1.70 26.77 -74.02 _ CMU WALL 27.00 5 0.92 _ -1.25 43.46 -56.21 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCD Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.3 = => 1 4.30 ft Double Click on any data entry line to receive a help Screen Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Copyright 2005 a Hipped Roof 7 < Theta. <= 27 www.mecaenterprises.com G r6.4° *a4 J 8/7/2009 H . • • • • • • ••• • Page No. 3 of:3 •• • .• • ELECTRICAL ?EMIT ih e MIAMI SHORES VILLAGE US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com STRUCTURAL CALCULATIO1WS•F0 ''' GARAGE CMU WALL INFIX ' AT VENGER RESIDENC1 LOCATED AT 10000 N. Miami ami Shores, Florida BLDG. SUBJECT TO COMPLIANCE WITH ALL FEDERAL TATE AND COUNTY RULES AND REGULATIONS ober 4, 2010 •••• • • ▪ . • . • • • Tanya cUbmien' /P.E. PE #61706 • • • •••• • • • • • . • • . •• •••• • • US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com JOB SHEET No. CALC BY CHECKED BY SCALE A /46.44 ex. OF / DATE /Q2 Q93/ / Q DATE cf,e 706 c9 Q. �� Ai, / 65 S ric . • • • •••• ••••• • •• •••:ste, t,kf6id oe •••• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • •••• • • • • Section 3 TABLE3.1.2.5: Reinforced Wall Properties for Load Combinations Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties t,mm 8 in Bar Area 0.31 in Bar Size No. 5 E, 29,000,000 psi t = 125 in F 60,000 psi 1.= 1 i n F . 32,000 psi Partially Grouted Masonry Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall For Effective Depth, d = 3.81 in. Out -of -Plane Resisting Moment and Shear for Bars Positioned on the Tension Side of the Wall Effective Depth d = 4.63 in Bar Size No. 5 Bar Area 0.31 in Notes: 1. Masonry stress governs for M R above bold line, steel stress governs below. If no bold line exists, masonry stress governs. 2. Bold values indicate tee beam behavior for partially grouted walls. 3 -24 Reinforced Concrete Masonry Design Aids d • .. • • • • • • • .. • d • • • • • . . • • • • . .... .. • • • • • • . .. .. • • .' • • • • • • • • • • • • • • • • • • • . .. For • • f (psi) 1,350 1,500 2,000 3,000 Spacing (in) A, (in M R (in-lb/ft) V R (lb/ft) p� MR (in -lb /ft) VR (lb /ft) np MR (in -lb /ft) VR (lb /ft) M R (in-lb/ft) V R (lb/ft) 8 0.47 21,628 2,241 23,348 2,363 28,639 2,728 37,777 3,050 16 0.23 17,512 2,241 18,836 2,363 22,827 2,728 25,715 3,050 24 0.16 15 341 2,241 16,420 2,363 17,143 2,728 17,423 3,050 32 0.12 2,98 2,241 12,857 2,363 13,010 2,728 13,200 3,050 40 0.09 1,337 2,241 10,381 2,363 10,494 2,728 10,634 3,050 48 0.08 8,677 2,241 8,712 2,363 8,800 2,728 8,908 3,050 56 0.07 7,438 1,921 7,467 2,025 7,543 2,338 7,636 2,614 64 0.06 6,508 1,681 6,534 1,772 6,600 2,046 6,681 2,288 72 0.05 5,785 1,494 5,808 1,575 5,866 1,819 5,939 2,033 96 0.04 4,339 1,121 4,356 1,181 4,400 1,364 4,454 1,525 120 0.03 3,471 897 3,485 945 3,520 1,091 3,563 1,220 Section 3 TABLE3.1.2.5: Reinforced Wall Properties for Load Combinations Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties t,mm 8 in Bar Area 0.31 in Bar Size No. 5 E, 29,000,000 psi t = 125 in F 60,000 psi 1.= 1 i n F . 32,000 psi Partially Grouted Masonry Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall For Effective Depth, d = 3.81 in. Out -of -Plane Resisting Moment and Shear for Bars Positioned on the Tension Side of the Wall Effective Depth d = 4.63 in Bar Size No. 5 Bar Area 0.31 in Notes: 1. Masonry stress governs for M R above bold line, steel stress governs below. If no bold line exists, masonry stress governs. 2. Bold values indicate tee beam behavior for partially grouted walls. 3 -24 Reinforced Concrete Masonry Design Aids d • .. • • • • • • • .. • d • • • • • . . • • • • . .... .. • • • • • • . .. .. • • .' • • • • • • • • • • • • • • • • • • • . .. For • • f (psi) 1,350 1,500 2,000 3,000 Spacing (in) A, (in /ft) M (in -lb /ft) V (lb /ft) M (in -lb /ft) V (lb/ft) M (in -lb /ft) V (lb /ft) M (in -lb /ft) V (lb/ft) 8 0.47 30,168 2,719 32,512 2,866 39,703 3,309 52,076 3,700 16 0.23 23,944 2,719 25,761 2,866 30,932 3,309 31,447 3,700 24 0.16 20,640 2,719 20,722 2,866 20,965 3,309 21,282 3,700 32 0.12 15,656 2,719 15,723 2,866 15,896 3,309 16,111 3,700 40 0.09 12,637 2,719 12,687 2,866 12,815 3,309 12,972 3,700 48 0.08 10,602 2,719 10,641 2,866 10,740 3,309 10,863 3,700 56 0.07 9,088 2,331 9,121 2,457 9,206 2,837 9,311 3,171 64 0.06 7,952 2,039 7,981 2,150 8,055 2,482 8,147 2,775 72 0.05 7,068 1,813 7,094 1,911 7,160 2,206 7,242 2,467 96 0.04 5,301 1,359 5,321 1,433 5,370 1,655 5,431 1,850 120 0.03 4,241 1,088 4,256 1,146 4,296 1,324 4,345 1,480 Section 3 TABLE3.1.2.5: Reinforced Wall Properties for Load Combinations Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties t,mm 8 in Bar Area 0.31 in Bar Size No. 5 E, 29,000,000 psi t = 125 in F 60,000 psi 1.= 1 i n F . 32,000 psi Partially Grouted Masonry Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall For Effective Depth, d = 3.81 in. Out -of -Plane Resisting Moment and Shear for Bars Positioned on the Tension Side of the Wall Effective Depth d = 4.63 in Bar Size No. 5 Bar Area 0.31 in Notes: 1. Masonry stress governs for M R above bold line, steel stress governs below. If no bold line exists, masonry stress governs. 2. Bold values indicate tee beam behavior for partially grouted walls. 3 -24 Reinforced Concrete Masonry Design Aids d • .. • • • • • • • .. • d • • • • • . . • • • • . .... .. • • • • • • . .. .. • • .' • • • • • • • • • • • • • • • • • • • . .. For • • Gust Factor Category I Rigid ; Structures v , Simplified Method , .; y.. Gush For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor , Category ,II: ,RI gid, Structures Complete Analy_sit ; Zm Zmin 15.00 ft lzm Cc* (33/z) ^0.167 . • • • •: :0.1281 • : : . "' Lzm I *(zm /33) ^Epsilon .. • " •r47p6 0.9 209 ft:•• • • • •• • Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 •• ••• Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8834 G. Ust Factor Summary , :..M . . •. . G Since this is not a flexible structure the lessor of Gust1 or Gust2 areued •0 5 • • • • WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 - 02 Description: ?? Analysis by: ?? P User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Building 150 I I C 1 3.0 14.0 Hipped 1 12.00 mph Hz :12 Deg ft Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) 18.00 ft 15.00 ft 43.00 ft 73.00 ft Calculated .Parameter's Type of Structure Height/Least Horizontal Dim Flexible Structure 0.35 No ,Calculated Parameters Importance Factor 1 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = 1= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Copyright 2005 Y • •• • • • • • • • ••• • • • • • • • • • • • • www.mecaentb pases.to6i: • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • 5/29/2009 ' Page No. 1 of 3 Condition Gcpl Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2005 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi •• •• • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • www.mecaen�erpr��el ;oj : • : • • • ••• • • • ••• • • 5/29/2009 ' Page No. 2 of 3 Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min WINDOW -10 10.00 4 1.00 -1.10 57.70 -62.59 WINDOW -10 10.00 5 1.00 -1.40 57.70 -77.26 DOOR -25 25.00 4 0.93 -1.03 54.26 -59.15 DOOR -25 25.00 5 0.93 -1.26 54.26 -70.38 DOOR -15 15.00 4 0.97 0.97 -1,117 .,,, -2.34 X 6.18. : 5 P: 1 1 • .:321 ; 33'25' ; 61.07.. ;7I.41 41-5 :.81'. '- 91.12 DOOR -15 15.00 5 ROOF -10 10.00 1 0.50 0.50 -094 '; -T.'/0 "' ROOF -10 10.00 2 ROOF -10 10.00 3 0.50 -1.70 33.25 ,-°'9173 -61 CMU WALL 27.00 5 0.92 •1.26• 68,97•, WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.3 =_> 4.30 ft a Hipped Roof 7 < Theta <= 27 a Double Click on any data entry line to receive a help Screen Note:* Enter Zone 1 through 5, or 1H through 311 Tor overhangs. Copyright 2005 • . • •�-• • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • www.mecaenl2;rpQsgs o=rT• •• • • • • •• •• • • • •• •• ••• • • • ••• • • 5/29/2009 Page No, 3 of 3