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WS-19-448Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Parcel Number 895 NE 95TH ST, Miami Shores, FL 33138 1132060142950 Contacts Permit O.: Permit Type: Wnclows/Shutters Work Classification. -Garage Door Permit Status: Approver! Expiration: 09/24/2019 Description: CHANGE OF GARAGE DOOR Valuation: $ 2,800.00 Inspection Requests: X05-762-4949 Total Sq Feet: 0.00 Fees Amount HAIN HERNANDEZ 89595 Owner HOME OWNER Contractor HOME OWNER Description: CHANGE OF GARAGE DOOR Valuation: $ 2,800.00 Inspection Requests: X05-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $128.15 Building Department Copy Payments Date Paid Amt Paid Total Fees $128.15 Credit Card 03/28/2019 $128.15 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws d -zoning., Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date March 28, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department F 2(S2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 Vr�1l INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 I-9- 'I Master Permit No. V�oz ^ 1q .-q "I 6 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 7RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP mpany Name: MW Phone#: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: _ Address: Zip: Phone#: Certificate of Competency #: Phone#: a City: State: Zip: Value of Work for this Permit: $ % 0CX__� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: t'�'c rQ c dQ �pp yC Specify color of color thru tile: Submittal Fee $ Scanning Fee $ _ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 12.49 " fS CONTRACTOR DRAWINGS JOB ADDRESS:' X q�c A 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: S OWNER: Name (Fee Simple Titleholder): v e ---k N one#: Address:gal,j' //''tt �, 5 ST *----�pe'L- • 1l City: Y� �.ntii �b vat ''nn State: V` \ Zip: 33 ) 38 Tenant/Lessee Name: Phone#: Email: Y1y_*1 �rS�� 2420 2— mpany Name: MW Phone#: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: _ Address: Zip: Phone#: Certificate of Competency #: Phone#: a City: State: Zip: Value of Work for this Permit: $ % 0CX__� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: t'�'c rQ c dQ �pp yC Specify color of color thru tile: Submittal Fee $ Scanning Fee $ _ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 12.49 " fS Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY _ RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' \ --\ I Signature AGENT CONTRACTOR The foregoing instrdment was acknowledged before me this day of 1 'n 20 1 by �� C Cy nCAa s personally known to 41 me or who has produced l I • ( -0 OS --as identification and who did take an oath. NOTARY PU Sign: 1�pr PUB ••, MAHARAI K. GONCALtL Print: = t "=my COMMISSION # GG 044602 EXPIRES: November 2, 2020 Seal: ',?r ;; oa Bonded Thru Notary Public underwriters The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as **s***r*»rsr::*s***�rr�►s**r�s+e *:*****rr*r*s�*ssss***r***s*******�****sr•*�***sus*s*:::**r�*r*�r•s*r*s***: APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) NAME OWNER BUILDER DISCLOSURE STATEMENT 7�✓.,e_ Q�gL+AAyi" �`1I' Ytc.[ _ DATE: ADDRESS: q9f 4R gs� S' V� tc,N,ti: S1P 3-4/3-i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to thJlaws 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. 1 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, may act as my own contractor with certain restrictions even though I do not have a license. Initial— /� 2. 1 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. Initial 3. 1 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 license numbers on permits and contracts. Initial V� 4. 1 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 improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial W". A!!C 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial N -,A 6. 1 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 county or municipal ordinance. `V Initial " 7. 1 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. 1, 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 willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 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 compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial_ 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 govern owner -builders as well as employers. 1 also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 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 http://www.myfloridalicense.com/dbpr/oro/cilb/index.htmi 1 ^,� Initial '` ' `\N 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally andel financially responsible for the proposedconstruction activity at the following address: Initial" 12. 1 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 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 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 ID 20 I 9 By BGS 4tY 1 1gY)&&who was personally known to me or who has the identification NOTARY Property Information Folio: 11-3206-014-2950 Property Address: 895 NE 95 ST Miami Shores, FL 33138-2516 Owner ZARELA ORE LE REM HAIN MAURICE HERNANDEZ LE Mailing Address 895 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,359 Sq. Ft Living Area 1,804 Sq.Ft Adjusted Area 2,076 Sq. Ft Lot Size 10,650 Sq.Ft Year Built 1956 Assessment Information Year 2018 2017E$422,990 Type Land Value $319,616 $319,616 $24,870 $33,967 Building Value $144,490 $144,490 Second Homestead XF Value $1,705 $1,733 $25,000 $25,000 Market Value $465,811 $465,839Assessed Exemption Value $50,000 $50,000 Value $440,941 $431,872 Regional Benefits Information 2018 Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $24,870 $33,967 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 15 & E1/2 LOT 14 BLK 75 LOT SIZE 75.000 X 142 OR 14089-3476 0489 1 Generated On : 2/28/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $390,941 $381,872 $372,990 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $415,941 $406,872 $397,990 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $390,941 $381.8721 $372,990 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $390,941 $381,872 $372,990 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/10/2019 $100 31294-0977 Life Estate interest 02/06/2015 $550,000 29495-1861 Qual by exam of deed 04/01/1989 $118,000 14089-3476 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1, . iiia � "j` COUNTY DEPARTMENT OF REGI (RER) BOARD AND CODE ADN NOTICE OF AC Clopay Building Prod 8585 Duke Boulevard Mason, OR 45040 Flit#; � � Miami Shires Village APF,gOV,ED BY MIA E CO ZDATE PRODUCT C ZONING DEPT 11805 S 6 Street, Ro 3M�pCO OMI An Mi 31 .a tRATI N DIVIA— T (786) 315- F (78 CE WI fH AI www.m'a 1- jiv uo>rtip nor i�rv, r ail L_S AP1D REGULATIONS AIMSCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 Section (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 avithirLtheir jurisafc8sq, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 5ectipn that this` frbduct 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 Build ipg �. including dye Hi Velocity Hurricane Zone. • 0004, DESCRIPTION: Modern 2" Intellicore W8 DP46T Steel Sectional Garage Door up to 161-2" Wide w/ Optional Impact Resistant Lites • •; • • APPROVAL DOCUMENT: Drawing No. 105002, titled "Modern Steel 2" IntelliCpJ*g X46/-52 psf t6:6' Wide", sheets 1 through 4 of 4, dated 05/25/2016, with revision 1 dated 07/18/2017,;re}i'arCd by Clolfty Building Products Company, signed and sealed by Mark Westerfield, P.E., bearing the Miami-Dage4GJunty Product Control revision stamp with the Notice of Acceptance number and expiration Onte by the�liami- Dade County Product Control Section. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory. Every 3 months, the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 30,000 psi or more shall be used to make door panels for Miami -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 NOA #16-0607.10 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 17-080930 Expiration Date: July 21, 2021 Approval Date: November 30, 2017 411/117 JUMI-1 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNIITTED UNDER NOA #16-0607.10 A. DRAWINGS 1. Drawing No. 105002, titled "Modern Steel 2" Intellicore +46/-52 psf to 16' Wide", sheets 1 through 4 of 4, dated 05/25/2016, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, 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 *00. 4) Forced Entry Test, per FBC, TAS 202-94 • • ' • • • • • 5) Tensile Test per ASTM E8 .. • along with marked -up drawings and installation diagram of 16'2"x 8', 23k, ;0'016")steal' garage doors Model 9202W8 with Lexan polycarbonate windows, prepaQ:•y American Test Lab, Inc., Test Report No. ATLNC 0330.01-15, dated 04/16/2015, signisdat& sealed Uy • David W. Johnson, P.E. • • ' • • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC '>F'A�.302-94 • • • 2) Large Missile Impact Test per FBC, TAS 201-94 :' •: •: • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-14 • 4) Forced Entry Test, per FBC, TAS 202-94 • •"' 5) Tensile Test per ASTM E8 • • • •. along with marked -up drawings and installation diagram of 16'2"x 8', 27ga steel gauge door Model GD2LPW8 with MAK SL and/or MAK 15 windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1105-01-13, dated 01/14/2014, signed and sealed by David W. Johnson,P.E. 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890, dated 10/01/2014, signed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 06/01/2016, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) �4 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-0809.30 Expiration Date: July 21, 2021 Approval Date: November 30, 2017 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. 2. Notice of Acceptance No. 17-0410.01 issued to Covestro LLC for their Makrolon Polycarbonate Sheets, approved on 06/08/2017, expiring on 08/27/2022. 3. Test report on Surface Burning Characteristics, per ASTM E84 of the polyurethane foam insulation, prepared by QAI Laboratories, Test Report No. RJ2814-3, dated 10/14/2013, signed by Greg Banasky. 4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM D 1929, prepared by UL LLC, Test Report No. 4786399941/ 85692, dated 05/20/2014, signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance to 5' edition (2014) FBC issued by Clopay Buijdliz►g' Products Company, dated 06/01/2016, signed and sealed by Mark Westl Mthk P.E.: • • 2. Statement letter of no financial interest issued by Clopay Building Prociu FIs Company, dated 06/01/2016, signed and sealed by Mark Westerfield, P.E. • • • • ; • 0 • • 0 0 2. NEW EVIDENCE SUBMITTED 0000.. •' :00000 A. DRAWINGS 1. Drawing No. 105002, titled "Modem Steel 2" Intellicore +46/-52 psf t6•16'*Wide:, slwts 1 through 4 of 4, dated 05/25/2016, with revision 1 dated 07/18/2017, prepared by OkW Building Products Company, signed and sealed by Mark Westerfield, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010, 51 Edition (2014) and 61 Edition (2017) FBC issued by Clopay Building Products Company, dated 08/02/2017, signed Aaled by Mark Westerfield, P.E.17 ?tet? Carlos M. Vtrera, P.E. Product Control Examiner NOA No 17-0809.30 Expiration Date: July 21, 2021 Approval Date: November 30, 2017 E-2 0000.. 0000.. 0000.. 0000. 0000. 0000.. REVISIONS W I REVISED FOR RD CASE I JUPDATED CODE COMPLIANCE STATEMENT TO ADD M EDITION FBC. /14x5/8' SHEET METAL SCREWS D O O 1/4'x3/4' SELF TAPPING SCREWS. O O O -� A 14 GA. ENO HINGES 14 CJ INTERMEDIATE HINGE VIEW 'B• NEW 'C' A` Ar i ,/� SEE END HINGE VIEW B. SEE INTERM. HINGE VIEW C. C TWO POINT LOCKING INTO TRACK. SUDE BOLT LOCK I( ND ENGAGES INTO �� VERTICAL TRACK. ONE LOCK ON EACH SIDE OF 4' T -STRUT.' DOOR. INSIDE SLIDE BOLT LOCK OPTION. END STILE, 3 U -BAR. LOCK POSMON OUTSIDE I B (2) LHR TOP BRACKETS USED AS MAX. OPENING WIDTH • 16'-0'.HAND�' LOCK BAR . .INNER BOTTOM BRACKET. -- ENGAGES M (1) 3 -IN ROLLER CARRIER (P/N SEE JAMB NOTES ON SHEET 4. ONTO LATCH �K_ TRACK ON 0120394) USED WITH 3' TRACK. ONE SNAP LATCH ON EACH SIDE REPRESENTATIVE GLAZING PATTERNS. EACH SIDE OF DOOR. OF DOOR. OUTSIDE KEYED LOCK WITH ■ 1111 tl ■ r 1 Old END LOCK 9AR LOCKING. .. .. HANDLE STILE .. INSIDE HANDLE .•k,1 OUTSIDE KEYED LOCK WITH �L (r SNAP LATCH LOCK OPTON. MAMFACTIIRING PRODUCTCaDE o ; DSIU-1F477 :• PRODUCT REVISED 11 DESIGN LOADS: +46.0 PSF & —52.0 PSF ry as eompyL�p vr1lh the Florida PART NO.: N/A n r,-:: sWlding- Cod. Lkd— add otlw�M (� OM TAAu BoWwad VINDLLIAD RA TDIG ~ `t° ' 'r Noa-ado. 17-0809.30 ' TOLERANCES ,n={0'd108� T is 3-I�M--IrsMpO 8 D P 4 6 y ` "mtlon D 07/21/2021 = .0 . * A31 0Mt P�a6rJs �V,y fmf Ro. 513-770-1653 '4p'y' .00 . *-016 DESCRIPTION: MODERN STEEL 2' INTELLICORE +46/-52 PSF TO 16' W FNS!?lE€R ��`� By GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE -�' *'� DWG. Mlam rooet ontrPATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. 0000 *-001 DRAWN BY: SN DATE: 12/2015 SCALE: NTS DESIGIW•Ei1IGIAIL�'12 NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. Dprees ' *1/7 CHECKED BY: MWW I DATE: 5/25/18 1 SHEET 1 OF 4 ISIZE D MARK WESTERFlELD, P.E CONSULT FACTORY FOR DETAILS. u� sh" onn.+.. S N0 ss 0MFx9va �+E w iNcNm DWG. NO.: 105002 VER: M -D 4 3 2 1 1 o OF # OF # OF " BRAND MODERN STEEL COMMERCIAL DOORS 000 • • • SHEEr. • U -BARS T -STRUTS FLUSH GROOVED FLUSH GROOVED ,•OFdREV. NO. ZONE: DATE: ECN 4 CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - 5/2016 - I 5 5 • • �. 01 - 7/18/17 - 6 H13LMES 7208 7209 -- CM20 ' • • • e e • • • Wid "NO- SMOWW. • • D (1) 20 GA. BACKER MIERNAt a '•' ' •• • • • MPACT RESISTANT ING. GLAZING m 16'3' TO 18'0' PLATE AT EACH INTERMEDIATE ' • • • • MelelM SIZE (LD O) ILS 3"/4"03-1/4'. GLAZING MAY BE 1 N HINGE LOCATION. ATTACHED WITH DOUBLE SIDED ACRYLICA _ SHORT -PANEL OR LONG -PANEL SEE SECTION B -B ON SHEET 2 FOR DETAILS. ADHESIVE TO BACK OF DOOR. =�8 GLAZING MAY BE INSTALLED IN ANY LOCATION IN ANY OR ALL SECTIONS. REVISIONS W I REVISED FOR RD CASE I JUPDATED CODE COMPLIANCE STATEMENT TO ADD M EDITION FBC. /14x5/8' SHEET METAL SCREWS D O O 1/4'x3/4' SELF TAPPING SCREWS. O O O -� A 14 GA. ENO HINGES 14 CJ INTERMEDIATE HINGE VIEW 'B• NEW 'C' A` Ar i ,/� SEE END HINGE VIEW B. SEE INTERM. HINGE VIEW C. C TWO POINT LOCKING INTO TRACK. SUDE BOLT LOCK I( ND ENGAGES INTO �� VERTICAL TRACK. ONE LOCK ON EACH SIDE OF 4' T -STRUT.' DOOR. INSIDE SLIDE BOLT LOCK OPTION. END STILE, 3 U -BAR. LOCK POSMON OUTSIDE I B (2) LHR TOP BRACKETS USED AS MAX. OPENING WIDTH • 16'-0'.HAND�' LOCK BAR . .INNER BOTTOM BRACKET. -- ENGAGES M (1) 3 -IN ROLLER CARRIER (P/N SEE JAMB NOTES ON SHEET 4. ONTO LATCH �K_ TRACK ON 0120394) USED WITH 3' TRACK. ONE SNAP LATCH ON EACH SIDE REPRESENTATIVE GLAZING PATTERNS. EACH SIDE OF DOOR. OF DOOR. OUTSIDE KEYED LOCK WITH ■ 1111 tl ■ r 1 Old END LOCK 9AR LOCKING. .. .. HANDLE STILE .. INSIDE HANDLE .•k,1 OUTSIDE KEYED LOCK WITH �L (r SNAP LATCH LOCK OPTON. MAMFACTIIRING PRODUCTCaDE o ; DSIU-1F477 :• PRODUCT REVISED 11 DESIGN LOADS: +46.0 PSF & —52.0 PSF ry as eompyL�p vr1lh the Florida PART NO.: N/A n r,-:: sWlding- Cod. Lkd— add otlw�M (� OM TAAu BoWwad VINDLLIAD RA TDIG ~ `t° ' 'r Noa-ado. 17-0809.30 ' TOLERANCES ,n={0'd108� T is 3-I�M--IrsMpO 8 D P 4 6 y ` "mtlon D 07/21/2021 = .0 . * A31 0Mt P�a6rJs �V,y fmf Ro. 513-770-1653 '4p'y' .00 . *-016 DESCRIPTION: MODERN STEEL 2' INTELLICORE +46/-52 PSF TO 16' W FNS!?lE€R ��`� By GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE -�' *'� DWG. Mlam rooet ontrPATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. 0000 *-001 DRAWN BY: SN DATE: 12/2015 SCALE: NTS DESIGIW•Ei1IGIAIL�'12 NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. Dprees ' *1/7 CHECKED BY: MWW I DATE: 5/25/18 1 SHEET 1 OF 4 ISIZE D MARK WESTERFlELD, P.E CONSULT FACTORY FOR DETAILS. u� sh" onn.+.. S N0 ss 0MFx9va �+E w iNcNm DWG. NO.: 105002 VER: M -D 4 3 2 1 1 DOOR HEIGHT# OF # OF # OF " "SECTIONS U -BARS T -STRUTS 6'3' TO 8'0' 4 4 4 8'3' TO 10'0' 5 5 5 �. 10'3' TO 12'0' 6 6 6 00- 0^14'3' 12'3' TO 14'0' 7 7 7 14'3' TO 16'0' 8 8 8 m 16'3' TO 18'0' 1 9 9 9 C 1 N MAX SECTION HEIGHT, 24' _ =�8 THIS PRODUCT CONFORMS TO THE REOUREMENTS OF N - THE 2010 F9C, THE FIFTH j EDRlON FBC, AND THE SIXTH EDITION FEC. 48,60 X B , REVISIONS W I REVISED FOR RD CASE I JUPDATED CODE COMPLIANCE STATEMENT TO ADD M EDITION FBC. /14x5/8' SHEET METAL SCREWS D O O 1/4'x3/4' SELF TAPPING SCREWS. O O O -� A 14 GA. ENO HINGES 14 CJ INTERMEDIATE HINGE VIEW 'B• NEW 'C' A` Ar i ,/� SEE END HINGE VIEW B. SEE INTERM. HINGE VIEW C. C TWO POINT LOCKING INTO TRACK. SUDE BOLT LOCK I( ND ENGAGES INTO �� VERTICAL TRACK. ONE LOCK ON EACH SIDE OF 4' T -STRUT.' DOOR. INSIDE SLIDE BOLT LOCK OPTION. END STILE, 3 U -BAR. LOCK POSMON OUTSIDE I B (2) LHR TOP BRACKETS USED AS MAX. OPENING WIDTH • 16'-0'.HAND�' LOCK BAR . .INNER BOTTOM BRACKET. -- ENGAGES M (1) 3 -IN ROLLER CARRIER (P/N SEE JAMB NOTES ON SHEET 4. ONTO LATCH �K_ TRACK ON 0120394) USED WITH 3' TRACK. ONE SNAP LATCH ON EACH SIDE REPRESENTATIVE GLAZING PATTERNS. EACH SIDE OF DOOR. OF DOOR. OUTSIDE KEYED LOCK WITH ■ 1111 tl ■ r 1 Old END LOCK 9AR LOCKING. .. .. HANDLE STILE .. INSIDE HANDLE .•k,1 OUTSIDE KEYED LOCK WITH �L (r SNAP LATCH LOCK OPTON. MAMFACTIIRING PRODUCTCaDE o ; DSIU-1F477 :• PRODUCT REVISED 11 DESIGN LOADS: +46.0 PSF & —52.0 PSF ry as eompyL�p vr1lh the Florida PART NO.: N/A n r,-:: sWlding- Cod. Lkd— add otlw�M (� OM TAAu BoWwad VINDLLIAD RA TDIG ~ `t° ' 'r Noa-ado. 17-0809.30 ' TOLERANCES ,n={0'd108� T is 3-I�M--IrsMpO 8 D P 4 6 y ` "mtlon D 07/21/2021 = .0 . * A31 0Mt P�a6rJs �V,y fmf Ro. 513-770-1653 '4p'y' .00 . *-016 DESCRIPTION: MODERN STEEL 2' INTELLICORE +46/-52 PSF TO 16' W FNS!?lE€R ��`� By GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE -�' *'� DWG. Mlam rooet ontrPATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. 0000 *-001 DRAWN BY: SN DATE: 12/2015 SCALE: NTS DESIGIW•Ei1IGIAIL�'12 NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. Dprees ' *1/7 CHECKED BY: MWW I DATE: 5/25/18 1 SHEET 1 OF 4 ISIZE D MARK WESTERFlELD, P.E CONSULT FACTORY FOR DETAILS. u� sh" onn.+.. S N0 ss 0MFx9va �+E w iNcNm DWG. NO.: 105002 VER: M -D 4 3 2 1 1 •o, PRODUCT REVISED BRAND MODERN STEEL COMMERCIAL DOORS • 000 • SHEET* • with the Flori aowmpt= da _Cod • FLUSH GROOVED FLUSH GROOVED • Z x 4 REV. 140. ZONE: DATE NOA No. 17-0809.30 CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 01 - - Copiratlon 07/21/2021 • • Isr HOLMES 7208 7209 -- C7R20 s • : : : Mla o P • : • p .•.. • Dm Naos Ala: W exHin . DWG. NO.: 105002 VER: M -D 3 2 1 IMPACT—RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SA61C IP LEXAN 9034 (VERSIONS ASO APPROVED: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MMOTOLON GP (VERSIONS _ .... _ ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FEC ` - - 2606 AND APPROVED C1 PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WINDLOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE ANO IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. C SECTION B -B (IMPACT -RESISTANT GLAZING OPTION INSULATED DOOR SECTION. INTERIOR OF DOOR. DECORATIVE FACADE. EXTERIOR OF DOOR. I{8-18 x 1/2' SELF -TAPPING SCREWS: (12) FOR SHORT MITES; (16) FOR LONG LITES. 3/4' GLAZING BITE. #8-18 z 1/2• SELF -TAPPING SCREWS: CELLULAR PVC RETAINER. (8) FOR SHORT LIES; 6063-T5 ALUMINUM B (12) FOR LONG LTTES. FRAME. 1/4' THICK POLYCARBONATE " GLAZING. IMPACT -RESISTANT GLAZING DETAILS � PRODUCT REVISED • with the Flori aowmpt= da _Cod NOA No. 17-0809.30 +i Copiratlon 07/21/2021 Pl, Isr .00 - f.015 DESCRIPTION: MODERN STEEL 2' KrELLICORE +46/-52 PSF TO 18• W Mla o P I � REVISIONS ): DESCRIPTIDP SEE REVISION HISTORY ON SHEET ONE. MC I DSIU-IF477 DESIGN LOADS: +46.0 PSF & -52.0 PSF PART NO.: N/A „ TOL StdwRAN ES — =Claps BSB. OR VINDLOAD RATING TOLERANCES a. T No �+ 00 g D P 4 6 A t.OJ1 �q Raixh Fm Nu.ls-T1D-1867 �� .00 - f.015 DESCRIPTION: MODERN STEEL 2' KrELLICORE +46/-52 PSF TO 18• W .000 - t.W5 000o - t.001 DRAWN ETY: SH DATE: 1Z/201s I SCALE: NTS DWG. R D691WO' s1/T CHECKED BY: MWW DATE: 5/25/201 HEET 2 OF 4 SIZE 1J Dm Naos Ala: W exHin . DWG. NO.: 105002 VER: M -D 3 2 1 01 FASTENER T ' - MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS. RS• RXL ��V CHU DLDCK WALL. 1/4' x 1-1/4' MRL EMBED ULTRACD! CONCRETE ANCHWt • 1' O.D. GROUT -FD -LED CHU BLOCK 1/4' x 1-1/4' MIN. EMBED ULTRACON CITE ANCHOR • •" V MD. 2000 PSI NPN CONCRETE (ALPaO°RJAA� "• JAMB TO SUPPORTING STRUCTURE ATTACHMENT 11.. All. THE LAID FROM 7M� DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1' O.D. 2000 PSI MDL CONCRETE L4' x I-3/4' MIN. EMBED TAPCON CONCRETE ANCiflR 14 1/4' 1' AA THE 2x6 VERTICJRL SYP (ptADE #2 OR BETTER) JAMBS NO LOAD FROM THE DOOR S 3/8' X 1-3/4' MIN. EMBED VEJ-IT ANKR TETE SLEEVE ANCHOR 13 1/2' INCLUDED TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 3/8' X 1-3/4' MDR. EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +366 LB k -416 LB. PER LINEAR 14 3/4' 1' O.D. FASTENTYPE ER FOOT OF JAMB. 6' 1' OLA 12GA STEEL (0.105' MONJ 4 10 3/4' 3,• VUY STEEL 4. A 1/3 STRESS INCREASE FOR WAND LOAD WAS DDI USED IN THE CALCULATION OF ALLOWABLE 12 3/4' 2 LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY. . B ,• � ,•, ABAKED-P ONPOLYESTER BRAND MODERN STEEL COMMERCIAL DOORS • • • • • SHEET'• • IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS, APPROVED FASTENERS AS FLUSH GRAVED FLUSH GROOVED DETAILED BELOW SHOULD BE INCREASED IN LENGTH 13Y 1-1/2' AND INSTALLED DIRECTLY • • • 3 :f 4 REV. NO. I ZONE: I DATE: ECN N 2x6 VERTICAL JAMB CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 MOUNTING SURFACE CONTINUOUS ANGLE TRUX CAN BE ANCHORED DIRECTLY TO GROUT 4-7/4' 0.062' MIN. GALV. 01 JL 80 KSI MIN. 13j r 3��-BAR. - - 1-7/8' 20 GA. MLN. GALV.STEE 2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT T I • • MOT TD RF II!" FRVR ATTACHMIFNT OF TRAPJR At=P M 9x9 VFNTIPII JAYRRI HOLMES 7208 7209 -- C7R20 ••• • • • •• •••• 01 B PRODUCT REVISED h eomWyLTTo wlth the FIor1Aa' _ BuiMdiny Cod• MOA -No. 17-0809.30 FxpNrotlo t. 07/21/2021 6y mum -maps ProTet Control P>* MUP hF C. DESIGN ENGINEER, MARK WESTERFIELD, P.E. FLORIDA LICENSE No. 48495 ' U FASTENER T ' - MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS. RS• RXL ��V CHU DLDCK WALL. 1/4' x 1-1/4' MRL EMBED ULTRACD! CONCRETE ANCHWt • 1' O.D. GROUT -FD -LED CHU BLOCK 1/4' x 1-1/4' MIN. EMBED ULTRACON CITE ANCHOR • •" V MD. 2000 PSI NPN CONCRETE (ALPaO°RJAA� "• JAMB TO SUPPORTING STRUCTURE ATTACHMENT 11.. All. THE LAID FROM 7M� DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1' O.D. 2000 PSI MDL CONCRETE L4' x I-3/4' MIN. EMBED TAPCON CONCRETE ANCiflR 14 1/4' 1' AA THE 2x6 VERTICJRL SYP (ptADE #2 OR BETTER) JAMBS NO LOAD FROM THE DOOR S 3/8' X 1-3/4' MIN. EMBED VEJ-IT ANKR TETE SLEEVE ANCHOR 13 1/2' INCLUDED TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 3/8' X 1-3/4' MDR. EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +366 LB k -416 LB. PER LINEAR 14 3/4' 1' O.D. FASTENTYPE ER FOOT OF JAMB. 6' 1' OLA 12GA STEEL (0.105' MONJ 3. ALL JAMB FASTENERS MAY BE (BUT ME NOT REQUIRED TO 90 COON ERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 10 3/4' 1' RD. VUY STEEL 4. A 1/3 STRESS INCREASE FOR WAND LOAD WAS DDI USED IN THE CALCULATION OF ALLOWABLE 12 3/4' 27 GA. )AIN. STEEL GALV. EXTERIOR SKIN WITH LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY. B MAX. O.C. 13 GA. MIN. GALV. STEEL BOTTOM BRACKET. ABAKED-P ONPOLYESTER SECTION ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. A -A (SIDE VIEW) PAINTED TOP COAT. MM 2.8 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER, IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS, APPROVED FASTENERS AS . DETAILED BELOW SHOULD BE INCREASED IN LENGTH 13Y 1-1/2' AND INSTALLED DIRECTLY 4' THROUGH THE ANGLE AND 2.6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK )IIEyy 2x6 VERTICAL JAMB WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH 4�TALL TAPER STRUT. MOUNTING SURFACE CONTINUOUS ANGLE TRUX CAN BE ANCHORED DIRECTLY TO GROUT 4-7/4' 0.062' MIN. GALV. REINFORCED BLOCK WALL OR 3,000 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS. JL 80 KSI MIN. 13j r 3��-BAR. 1-7/8' 20 GA. MLN. GALV.STEE 2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT T I 80 KSI MLN. MOT TD RF II!" FRVR ATTACHMIFNT OF TRAPJR At=P M 9x9 VFNTIPII JAYRRI B PRODUCT REVISED h eomWyLTTo wlth the FIor1Aa' _ BuiMdiny Cod• MOA -No. 17-0809.30 FxpNrotlo t. 07/21/2021 6y mum -maps ProTet Control P>* MUP hF C. DESIGN ENGINEER, MARK WESTERFIELD, P.E. FLORIDA LICENSE No. 48495 ' U FASTENER T ' - MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS. RS• RXL ��V CHU DLDCK WALL. 1/4' x 1-1/4' MRL EMBED ULTRACD! CONCRETE ANCHWt 4 1/2' 1' O.D. GROUT -FD -LED CHU BLOCK 1/4' x 1-1/4' MIN. EMBED ULTRACON CITE ANCHOR 7 11V V MD. 2000 PSI NPN CONCRETE 1/4' x 1-3/4' KIN. ENDED ULTRACDI CONCRETE ANCHOR 15 1/4' 1' O.D. 2000 PSI MDL CONCRETE L4' x I-3/4' MIN. EMBED TAPCON CONCRETE ANCiflR 14 1/4' 1' AA 2000 PSI MDL CONCRETE 3/8' X 1-3/4' MIN. EMBED VEJ-IT ANKR TETE SLEEVE ANCHOR 13 1/2' INCLUDED 4000 PSI MIN. CONCRETE 3/8' X 1-3/4' MDR. EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED WOOD FRAME (SYP OS5 SO L2' x 3' LAG SCREV (ASTM A307, GRADE A) 1-S/0' ENDED INTLI STRUCTURE 14 3/4' 1' O.D. 14GA STEEL CUM' MIN.) L4'-14 x L' ITV BUILDER TEKS SELF -DRILLING FASTEMM 6' 1' OLA 12GA STEEL (0.105' MONJ 1/4'-14 x I• ITV BURI.DEX TEX$ SELF-DRD.LING FASTENER 10 3/4' 1' RD. VUY STEEL 1/4'-14 x V ITV BUIILDEX TEKS SELF-DRELLM FASTENER 12 3/4' 1' ML FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -GENET DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. S. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE. 2-1/2'. EXCUAMG STUCCO THICKNESS EXCEPTION FOR TAPCON — MINIMUM EDGE DISTANCE FOR TAPCON FASTENER S 1-1/4', EXCLUDING STUCCO TMCICNE55. I REVISIONS ): DESCRIPTION SEE REVISION HISTORY ON SHEET ONE (— 2' THICK SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. URETHANE CORE .. DENSITY 2.4 P.C.F. STEEL, �(2) 12 GA. GALA. STEEL TOP ROLLER BRACKET. U EACH BRACKET ATTACHED W/(4) #14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE _ 'Dtd 4EbU USA VDNDLOAD RATING Ti. 4531.1-710-M 111Fm W 513-770-1873 8 D P 4 6 DESCRIPTION: MODERN STEEL 2' IMELUCORE +46/-52 PSF TO 16' W ATTACHED TO TOP BRACKET WITH (2) 1/4'x1/2' DRAWN BY: SH DATE 12/2015 SCALE: NIS BOLTS AND NUTS PER BRACKET. CHECKED BY: MWW I DATE: 5/25/201 HEET 3 OF 4 TONGUE AND'.GROOVE JOINTS. M. NO.: 105002 VER: M -D 14 GA GALV. STEEL ROLLER HINGE. EACH FASTENED TO END STILES W/(4) #14x5/8 SHEET METAL SCREWS AND (2) 1/4"X3/4' SELF TAPPING SCREWS ---ONE 4' T -STRUT PER SECTION (SEE _ VIEW 'D7. EACH T -STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4x3/4' SELF TAPPING SCREWS. 27 GA. STEEL GALV. INTERIOR SKIN WITH A BAKED -ON PRIMER AND A _ BA ED -ON POLYESTER_ PAINTED :.. TOP COAT.ONE 3' U -BAR PER SECTION,(SEE VIEW 'E'). EACH U -BAR ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4'x3/4' SELF TAPPING SCREWS. 13 GA. MIN. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) #140/8' SHEET METAL SCREWS. SECTION ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. A -A (SIDE VIEW) Ing DESIGN LOADS: +46.0 PSF & —52.0 PSF DSIU—IF477 U PART NO.: N/A U.k_ ftt d Do—$- TOLERANCES m. .0 .0 _ 1.031 .00 _ 3.015 .000 1.003 DOW _ 3,001 019—' *1/2' SbAm OH_ 0DIMENSIONS ME N INCHES. _ 'Dtd 4EbU USA VDNDLOAD RATING Ti. 4531.1-710-M 111Fm W 513-770-1873 8 D P 4 6 DESCRIPTION: MODERN STEEL 2' IMELUCORE +46/-52 PSF TO 16' W A DRAWN BY: SH DATE 12/2015 SCALE: NIS DWG. CHECKED BY: MWW I DATE: 5/25/201 HEET 3 OF 4 ISIZEB M. NO.: 105002 VER: M -D 2' TRACK CONFIGURATION. k= DOUBLE TRACK HEADROOM. HI-Urr TRACK 1 FOLLOW -THE- ROOF TRACK, AND VERTICAL LIFT ,rs, TRACK ARE AVAILABLE 735 OPTIONS. TRACK CONFIGURATION g ABOVE THE DOOR OPENING 2X5 DOES NOT AFFECT THE WIND LOAD RATING. L CI � • �TIStCK� • • • • • ANGLE MOUNT JAMB CONFIGURATION + • INSr. f2x6 SYP JAMB (IF PRESENT; DOOR COUNTERBALANCE SYSTEM JAMB CO! aFH:f&nON SEE JMIB NOTES ON SHEET 3). DOORS UP TO BOD ljru VERTICAL TRACK TO BE CONTINUOUS 13 G GALV. STEEL FLAG BRACKET ATTACHED TO BRA�i (ET MOUNT JAMR CONFlGURA7TON OR REVERSE ANGLE. 12 GA. TRACK JAMB WITH (3) 5/18' X 1-5/8' LAG SCREWS DOOR CLIPS ATTACHED V WALL ANGLE AND TO TRACK WITH (2) 1/4' RIVETS HEIGHT 'L' 1' DOOR OVE1lAP (EACH SIDE) TRA 7W0 1/4' RIVETS PER CUP. OPTIONAL STOP MOULDING TRACK CUPS ARE ATTACHED TO _ H� xrTRACK WITH ONE / _ 16 GA CALUVS 3/4' WIDE STEEL r 4�, NUT. FC1R WOOD IJAMBS: ONE D ROD: SPACING NTE 14' O.C. DOUBLE -END -STILE FASTENED WITH (1) /8 X 5/18' X 1-5/8' LAG SCREW AT 1/2" WAFER SCREW EACH TRACK CUP LOCATION. ALSO 2' GALV. STEEL TRACK 2-1/2' x 12 GA CALV. STEEL TRACK ` AT LEASE TIC LAG SCREWS LOCATED �- TRACK THICKNESS: 0.083". - ` J /Zi7NfK TRACK BRACKETS FASTENED ro WOOD JAMBS JUNCTION -24 10• WITH 5/,6' x 1-5/8' LAG SCREWS.0-0 1 7 18' LD. ROUND NOT TD EXCEED 14' ON -CENTER. p NUR 14 GA GLV. STEEL CENTER HINGE FASTENED TO VERTICAL. TRACK TO BE BRACKET - FASTENER. SECTION W/(4) EACH. /14x5/8' SHEET METAL SCREWS. MOUNT ORS OR MOUNT 14 TAE GALV. STEEL ROLLER HINGES FASTENED TO 130 STILES W/(4) EACH 014x5/8" (CONTINUOUS OR REVERSE ANGLE, - SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE ,-3/4'xS/TRACx12 CA MIN.). ALL - 2" GALV. STEEL TRACK FASTENED I. BRACKETEELj,( CUPS ARE 12 CA - 12 GA GLV. STEEL. TRACK BRACKETS GALA. STEEL. BRACKETS CLIPS ARE - WITH EITHER (2) 1/4' DIA RIVETS OR 2' DV 7-1/2' LONG STEM: 10 BALL STEEL ROLLER WITH STEEL OR NYLON LIRE. ATTACHED RI TRACK EITHER - (1) 1/4• x 5/8' BOLT & NUT PER TWO 1/4' UOR ONE //4' TRACK BRACKET. SECTION C -C BOLT AND NUT. T. -LHR BRACKET (2-1/2' x 5-3/4• x 12GA) C IC PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH SCRWNOTE THT Ig BR/ETSEFARETAA50G USED WITH 'DOUBLE ECD STILE' AS SHOWN M 3' TRACK CONFIGURATION. Z(1NE B 3 SHEET 7. JAMB CONFIGURATION DDUBI c TREK CENTER FUWG 'HIGH.REQUIRED FOR FOR 3 TRACK. LOW HEADROOM OPTION -- tlGIE DOUBLE TRACK - DOORS OVER 8' HICK. (ANAL. FOR BOTH 2' AND 3' TRACK) HEADROOM. 1a -LIFT TRACK... TRACK-THE- ROOF _ HORQONTA. TRACK AND VEROOF LIFT-. 1' ODOR OVEiLAP_(EACH-SIDE] - -- -_ TRACK TRACK ARE AVAILABLEOPTI2.6 STP JAMB (1F PRESENT: OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SWI). Off' .. 3' GLV. TAPERED STEEL TRACK AND ANGLE. TRACK 3-_TIt/d2f CONFIGURATION SEE JAMB NOTES ON SHEET 3). 78 G GALV. 5-3/4• WE STEL DOUBLE -ENG -STILE B T.- ABOVE THE DOOR OPENING TNK9(HE55: 0.101. AN(1lF 7MCKNESS: 0.060. HORIZONTAL TRACK FASTENED WITH (1) j8 X 1/2' WAFER SCREW. . DOES NOT AFFECT THE MN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR WIND LOAD RATBq. VERTMAL/HORIZONTAL TRACK .. 14' MAXIMUM SPACING INSTALLER � SLIM. . .JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING 3-1/4" x 2-7/8' MIN. x 0.060' TAPERED TRACK PRODUCT REVISED N� FOR EACH TRACK. SLOT ro TRACK JUNCTXN ANGLE SEE LAG BOLT MOLNONG AT TRACK 14 G GALV. STEEL CENTER MAGE Y TTM< comolrirm wkh 1M FlorMa CONFIGURATK7N BELOW. Red• YY' 7/18" I.D. ROIWD FASTENED TO SECTION W/(4) EACH MOA -Mo. i7-0809.30 SPACE NAT 12' CENTERS. SLOTS FASTENER NUT /14x5/8• SHEET METAL SCREWS. axomoon 07/21/2021 SPACED A7 12 cE7tTERs. 0.101" THICK 3' (iLLV. STEEL TRACK FASTENED 14 GA. GAL.V. STEEL. ROLLER HMIOFS FASTENED ib FIND L TO TAPERED ANGEL TRACK ATTACHED TO STILES W/(4) EACH j144/6' SHEET METAL SCREWS By 12' ON CENTER TAPERED ANGLE WITH ONE 1/4'x5//B' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE Mism HUT AT EACH ►KKIHING SLOT. 48' .• ,. = 3' DIA. 8-1/2' LONG STET BALL IiFAlBNG STEEL ROLLER. m l r >•�r o SECTION C -C • •SA Y, • z 34. E Ys' TRACK BOLT AND NUT AT EACH 1 T =i PREPARATION OF JAMBS BY OTHERS. ADT IU -RING PRODUCT CO + uourmND sLor LOCATION. DSIU-1F477 VERTICAL DESIGN LOADS: +46.0 PSF & -52.0 PSF PNET u K IFlWI}i uM... Staled oMe.w_ 8585 17uke Boukawa VINMDA0 RATING ~ 771 TOLERANCES.. �rjf O 8r Mayon DN 45x6 LHSA Td No. SI}770-46W ..:` ,0• ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME Do _ *.031 s ago ieAx3 Fo Wi 5,3 770 4855 8 D P 4 6 p ,'Pj`� ??�' _ DHSTAMCES AS THE TRACK BOLTS O.E. 3-1/2•, 10'. 22'• 34•, .000 tom, DESCRIPTION: MODERN STEEL 2' INTELUCORE +48/-52 PSF TO 18' W ;p 4 .: '�. 46'. ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16'. 26'. &DRAWN BY: SH DATE 12 2015 SCALE: NTS DESIury s -1/z. 0060 - 1:1/ / DWG. -0 40' FROM 90TTOM TWO LAG SCREWS ALSO LOCATED ABOVE I `�,` VERTIG1l/VIORIZONTAL TRACK .XRCCTION. D'y`r' - t 1/2 CHECKED BY: MWW DATE: 5/25/201 HEFT 4 OF a S2E F.F MARK W OM6MNSIDNS.wEES. DWG. N0: 105002 VER: M -D • 4 3 � 1 BRAND MODERN STEEL COMMERCIAL DOORS • • >• s • • • SFEET� • • REVISIONS FLUSH I GROOVED FLUSH GROOVED �• w4w EV. NO. ZONE: DATE ECN NO. APPVD: I DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 D1 - - - - SEE REVISION HISTORY ON SHEET ONE. • • • HOLMES 7208 7209 -- C7R20 a • w' • • • + • • + • • 2' TRACK CONFIGURATION. k= DOUBLE TRACK HEADROOM. HI-Urr TRACK 1 FOLLOW -THE- ROOF TRACK, AND VERTICAL LIFT ,rs, TRACK ARE AVAILABLE 735 OPTIONS. TRACK CONFIGURATION g ABOVE THE DOOR OPENING 2X5 DOES NOT AFFECT THE WIND LOAD RATING. L CI � • �TIStCK� • • • • • ANGLE MOUNT JAMB CONFIGURATION + • INSr. f2x6 SYP JAMB (IF PRESENT; DOOR COUNTERBALANCE SYSTEM JAMB CO! aFH:f&nON SEE JMIB NOTES ON SHEET 3). DOORS UP TO BOD ljru VERTICAL TRACK TO BE CONTINUOUS 13 G GALV. STEEL FLAG BRACKET ATTACHED TO BRA�i (ET MOUNT JAMR CONFlGURA7TON OR REVERSE ANGLE. 12 GA. TRACK JAMB WITH (3) 5/18' X 1-5/8' LAG SCREWS DOOR CLIPS ATTACHED V WALL ANGLE AND TO TRACK WITH (2) 1/4' RIVETS HEIGHT 'L' 1' DOOR OVE1lAP (EACH SIDE) TRA 7W0 1/4' RIVETS PER CUP. OPTIONAL STOP MOULDING TRACK CUPS ARE ATTACHED TO _ H� xrTRACK WITH ONE / _ 16 GA CALUVS 3/4' WIDE STEEL r 4�, NUT. FC1R WOOD IJAMBS: ONE D ROD: SPACING NTE 14' O.C. DOUBLE -END -STILE FASTENED WITH (1) /8 X 5/18' X 1-5/8' LAG SCREW AT 1/2" WAFER SCREW EACH TRACK CUP LOCATION. ALSO 2' GALV. STEEL TRACK 2-1/2' x 12 GA CALV. STEEL TRACK ` AT LEASE TIC LAG SCREWS LOCATED �- TRACK THICKNESS: 0.083". - ` J /Zi7NfK TRACK BRACKETS FASTENED ro WOOD JAMBS JUNCTION -24 10• WITH 5/,6' x 1-5/8' LAG SCREWS.0-0 1 7 18' LD. ROUND NOT TD EXCEED 14' ON -CENTER. p NUR 14 GA GLV. STEEL CENTER HINGE FASTENED TO VERTICAL. TRACK TO BE BRACKET - FASTENER. SECTION W/(4) EACH. /14x5/8' SHEET METAL SCREWS. MOUNT ORS OR MOUNT 14 TAE GALV. STEEL ROLLER HINGES FASTENED TO 130 STILES W/(4) EACH 014x5/8" (CONTINUOUS OR REVERSE ANGLE, - SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE ,-3/4'xS/TRACx12 CA MIN.). ALL - 2" GALV. STEEL TRACK FASTENED I. BRACKETEELj,( CUPS ARE 12 CA - 12 GA GLV. STEEL. TRACK BRACKETS GALA. STEEL. BRACKETS CLIPS ARE - WITH EITHER (2) 1/4' DIA RIVETS OR 2' DV 7-1/2' LONG STEM: 10 BALL STEEL ROLLER WITH STEEL OR NYLON LIRE. ATTACHED RI TRACK EITHER - (1) 1/4• x 5/8' BOLT & NUT PER TWO 1/4' UOR ONE //4' TRACK BRACKET. SECTION C -C BOLT AND NUT. T. -LHR BRACKET (2-1/2' x 5-3/4• x 12GA) C IC PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH SCRWNOTE THT Ig BR/ETSEFARETAA50G USED WITH 'DOUBLE ECD STILE' AS SHOWN M 3' TRACK CONFIGURATION. Z(1NE B 3 SHEET 7. JAMB CONFIGURATION DDUBI c TREK CENTER FUWG 'HIGH.REQUIRED FOR FOR 3 TRACK. LOW HEADROOM OPTION -- tlGIE DOUBLE TRACK - DOORS OVER 8' HICK. (ANAL. FOR BOTH 2' AND 3' TRACK) HEADROOM. 1a -LIFT TRACK... TRACK-THE- ROOF _ HORQONTA. TRACK AND VEROOF LIFT-. 1' ODOR OVEiLAP_(EACH-SIDE] - -- -_ TRACK TRACK ARE AVAILABLEOPTI2.6 STP JAMB (1F PRESENT: OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SWI). Off' .. 3' GLV. TAPERED STEEL TRACK AND ANGLE. TRACK 3-_TIt/d2f CONFIGURATION SEE JAMB NOTES ON SHEET 3). 78 G GALV. 5-3/4• WE STEL DOUBLE -ENG -STILE B T.- ABOVE THE DOOR OPENING TNK9(HE55: 0.101. AN(1lF 7MCKNESS: 0.060. HORIZONTAL TRACK FASTENED WITH (1) j8 X 1/2' WAFER SCREW. . DOES NOT AFFECT THE MN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR WIND LOAD RATBq. VERTMAL/HORIZONTAL TRACK .. 14' MAXIMUM SPACING INSTALLER � SLIM. . .JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING 3-1/4" x 2-7/8' MIN. x 0.060' TAPERED TRACK PRODUCT REVISED N� FOR EACH TRACK. SLOT ro TRACK JUNCTXN ANGLE SEE LAG BOLT MOLNONG AT TRACK 14 G GALV. STEEL CENTER MAGE Y TTM< comolrirm wkh 1M FlorMa CONFIGURATK7N BELOW. Red• YY' 7/18" I.D. ROIWD FASTENED TO SECTION W/(4) EACH MOA -Mo. i7-0809.30 SPACE NAT 12' CENTERS. SLOTS FASTENER NUT /14x5/8• SHEET METAL SCREWS. axomoon 07/21/2021 SPACED A7 12 cE7tTERs. 0.101" THICK 3' (iLLV. STEEL TRACK FASTENED 14 GA. GAL.V. STEEL. ROLLER HMIOFS FASTENED ib FIND L TO TAPERED ANGEL TRACK ATTACHED TO STILES W/(4) EACH j144/6' SHEET METAL SCREWS By 12' ON CENTER TAPERED ANGLE WITH ONE 1/4'x5//B' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE Mism HUT AT EACH ►KKIHING SLOT. 48' .• ,. = 3' DIA. 8-1/2' LONG STET BALL IiFAlBNG STEEL ROLLER. m l r >•�r o SECTION C -C • •SA Y, • z 34. E Ys' TRACK BOLT AND NUT AT EACH 1 T =i PREPARATION OF JAMBS BY OTHERS. ADT IU -RING PRODUCT CO + uourmND sLor LOCATION. DSIU-1F477 VERTICAL DESIGN LOADS: +46.0 PSF & -52.0 PSF PNET u K IFlWI}i uM... Staled oMe.w_ 8585 17uke Boukawa VINMDA0 RATING ~ 771 TOLERANCES.. �rjf O 8r Mayon DN 45x6 LHSA Td No. SI}770-46W ..:` ,0• ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME Do _ *.031 s ago ieAx3 Fo Wi 5,3 770 4855 8 D P 4 6 p ,'Pj`� ??�' _ DHSTAMCES AS THE TRACK BOLTS O.E. 3-1/2•, 10'. 22'• 34•, .000 tom, DESCRIPTION: MODERN STEEL 2' INTELUCORE +48/-52 PSF TO 18' W ;p 4 .: '�. 46'. ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16'. 26'. &DRAWN BY: SH DATE 12 2015 SCALE: NTS DESIury s -1/z. 0060 - 1:1/ / DWG. -0 40' FROM 90TTOM TWO LAG SCREWS ALSO LOCATED ABOVE I `�,` VERTIG1l/VIORIZONTAL TRACK .XRCCTION. D'y`r' - t 1/2 CHECKED BY: MWW DATE: 5/25/201 HEFT 4 OF a S2E F.F MARK W OM6MNSIDNS.wEES. DWG. N0: 105002 VER: M -D • 4 3 � 1 s s• •r • • f w •• •90 0•r DPR-190315-A-01 EXP C SINGLE STORY Garage Door Measurement Sheet Use the spaces below to record the building (home) address and measurements required. Pleaso send this information with (2) sketches to: Scott Hamilton or Mark Westerfield Clopay Building products Company 8585 Duke Blvd Mason, OH 45040 • • • Phone: 800-282-2260 x6013 • • • • • ' Fux: 513-770-4853 • 0000 • Four measurements are required: 1. Door opening(s) (width x height) •':"' • • 2. Mean roof height. The mean roof height is defined as the average roof dimension, i`e tl'd'average• • • distance between the cave and the roof peak. For example, a building with an eave:tW*? =from the ground) of 10' and a roof peak height of 14' from the ground has a mean roof Ifeight of 12' • [(10+14)/2]. 0.00 3. Distance Goin the nearest building wrner to the door opening. • • ` • 4. Building footprint, to include the overall length and depth of the house, 04. Two sketches are required: 1. Building Footprint, showing the overall length and depth of the house and the location of the garage door, including distance from the nearest building corner to the door opening 2. Building Elevation, showing the distance from _ the ground to the eaves and to the roof peak. Hume (or building) Owner. Otatx l Ce C-06VA L Street Address: Ras E 95 City: 1 jMf 5 Stater -, County:_ 4 AGM, — e Zip: 331 3 Door Model: VAOCIern 64ce� Measurements 01: Door Opening (width x height) 1 X I 1/2: Mean Roof Height (feet -inches) 12 :r A #3: Distance from Door Opening to Nearest Comer (feet -inches) 2-11 1 1 5 Jn Onc ,5 94: Sketch the overall Building Footprint and Elevation t1 1< IGar DOof • Y • • • •0000• •0000 00.0• 000000 . ` • • •0000• • Florida Building Code Garage Door Windload Design Pressures Report # DPR-190315-A-01 Page 1 of 2 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for Dade County. Address: Maurice Hernandez 895 NE 95th St Miami Shores, FL 33138, Dade County 0 • . � • 0000 .....Y Garage Opening Size: 160" x TO" ' • • • • •00 • 0600.. Mean Roof Height: Less than 15' Roof Slope: Not provided (use "Mater th:m.10 degrea9f .'.. • •. 0000. 000.0. •� , Measured Minimum Building Dimension: 47' 2"• • Y • • • • • .. 0000.. 0 0 • 000. Measurement of Nearest Garage Door Opening to Building Corner: 2'4.5" • 0 0. ' ' 0000.. 0000.. Positive Design Load: +34.5 PSF (see page 2) Negative Design Load: -38.6 P9 ). F (see page a0 ; • • • • 000. The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 9208/9209 // 3728/3729W8, 162" x 7'0", Approval # 17-0809.30, Dwg # 105002, Windload Capacity: +46/-52 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 6th Ed Florida Building Code (2017) for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load combinations. No further load reduction factors are permitted. The related calculations do not address the jambs or structural adequacy of supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door -jamb. The structural capacity of the existing, designated door -jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. 3/15/2019 HAIIq/L�!�i�i Ci � r * : No 63286 + S T O •4.. Scott Hamilton, P.E -�` '• p •; '��.` •'• O R Florida P.E. License No. 63286 ,�S 8585 Duke Blvd. �is�ONA`�� Mason, OH 45040 (513)770-4800 3/15/2019 Florida Building Code Garage Door Windload Design Pressures A , Page 2 of 2 - Retrofit Calculations for the Designated Door for Maurice Hernandez NOA and Site Specifics and Components 1. Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = Less than 15' 4. Building plan and front elevation indicating the designated retro �3 t� y Plan r Fit door opening: Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN 1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5-1), Kd = 0.85 (Table 26.6.1) 2 N ' I' d d V - A Report # DPR-190315-A-01 omina wln spee _as - 35.5 mph (Table 1609.3.1). . • • •. 00 3. - 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof he71gl . • • : •. • •: (Table 27.3-1). • • • • • 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11-1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the corner of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4-1. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10)*(47'2") = 4.72 ft. Since the garage door opening is located 2'4.5" from the corner, this means that 2.34 ft. of the door is within Zone 5, and 13.66 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI/ASCE 7-10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one- third the span length'). In other words: (Door Width)(Door Width/3) _ •••••• The area W= 85.33 sq. ft. • +GCp = 1.1766 - 0.1766*log(A) = 0.8356. •• •• -GCp (zone 4) = -1.2766 + 0.1766*log(A) = -0.9356. -GCp (zone 5) = -1.7532 + 0.3532*log(A) = -1.0711. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib/ft2 (psf) per Section 30.3.2. qz = (0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5^2)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.8356 + 0.18) = 34.44 PSF. Negative design pressure for Zone 4: p = (33.91)*( -0.9356 - 0.18) = -37.83 PSF. Negative design pressure for Zone 5: p = (33.91)*( -1.0711 - 0.18) = -42.43 PSF. �% � HA ��i�*� Elevation �.�� ,� .• C•E ••LTp'�., \ SF•.•�. ••:••� :� •' •••••• 0 63286 •'; Scott Hamilton, P.E Florida P.E. License No. 63286 %• STATE OF : �W` '��'�: 8585 Duke Blvd. OH 0 •' ��,�� •'�� O R , p PMason, ,''SS**'11#11111104NA w1* 513) 770-4800 •••••• omina wln spee _as - 35.5 mph (Table 1609.3.1). . • • •. 00 3. - 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof he71gl . • • : •. • •: (Table 27.3-1). • • • • • 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11-1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the corner of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4-1. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10)*(47'2") = 4.72 ft. Since the garage door opening is located 2'4.5" from the corner, this means that 2.34 ft. of the door is within Zone 5, and 13.66 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI/ASCE 7-10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one- third the span length'). In other words: (Door Width)(Door Width/3) _ The area W= 85.33 sq. ft. +GCp = 1.1766 - 0.1766*log(A) = 0.8356. -GCp (zone 4) = -1.2766 + 0.1766*log(A) = -0.9356. -GCp (zone 5) = -1.7532 + 0.3532*log(A) = -1.0711. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib/ft2 (psf) per Section 30.3.2. qz = (0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5^2)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.8356 + 0.18) = 34.44 PSF. Negative design pressure for Zone 4: p = (33.91)*( -0.9356 - 0.18) = -37.83 PSF. Negative design pressure for Zone 5: p = (33.91)*( -1.0711 - 0.18) = -42.43 PSF. �% � HA ��i�*� Since 85% of the door is in Zone 4, and 15% of the door is in Zone 5, the weighted average is: �.�� ,� .• C•E ••LTp'�., \ SF•.•�. (-37.83)*(85%) + (-42.43)*(15%) = -38.51 PSF. :� •' Rounding up to the nearest tenth, the final design loads are: . +34.5 PSF and -38.6 PS 0 63286 •'; Scott Hamilton, P.E Florida P.E. License No. 63286 %• STATE OF : �W` '��'�: 8585 Duke Blvd. OH 0 •' ��,�� •'�� O R , p PMason, ,''SS**'11#11111104NA w1* 513) 770-4800 3/15/2019