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WS-16-1654 I(m - Ib� 4 W5 �6 - i � sy � `�(v��w �;�/� it Miami Shores Village @lI71 Type ni di hu 10050 N.E.2nd Avenue NE an� D Miami Shores,FL 33138-0000 Pe it �+Rr3U �e Phone: (305)795-2204 5 r..,.. .• Al , �, „ Expiration: 011 2017 Project Address Parcel Number Applicant 685 NE 93 Street 1132060141750 Miami Shores, FL Block: Lot: MARIBEL VALMOCINA Owner Information Address Phone Cell MARIBEL VALMOCINA 685 NE 93 ST (305)758-7829 MIAMI FL 33138-2906 Contractor(s) Phone Cell Phone Valuation: $ 2,200.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-6-16-60190 DBPR Fee $2.00 07/12/2016 Credit Card $ 132.80 $0.00 DCA Fee $2.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $132.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL wor OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com liance with all applicable laws regulating construction and zoning. Futh ore,I th ize the above-named contractor to do the work stated. ' July 12,2016 Authorized Signature:Owner Applicant / Con ra o / Agent Date Building Department Copy July 12,2016 1 Miami Shores Village Building Department = ! 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �dl Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(-t s BUILDING Master Permit No. � ��0 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q';z;!zA 9�\ City: Miami Shores County: Miami Dade Zip: } _ Folio/Parcel#: 320(- 0(�-4`1 -:!(5T3 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#-71c��G a-11 jg1a� Address: (649& 1.�J.Fp Qaj City: State: Zip: 13311'�!>% Tenant/Lessee Name: Phone#: Email: `C�G��X `►O.X�wa` J.t�x�V�'i�4):)a � CONTRACTOR:Company Name: 0Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ `0*).'-zP'c7®• 8th Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair a lace ❑ Demolition Description of Work: 5w�&e- Specify color of color thru tile: Submittal Fee$ Permit Fee$ I& -i00CCF$ �' SO CO/CC$ Scanning Fee$ � ® Radon Fee$ 2- 66 DBPR$ Notary$ S Technology Fee$ �� 71 ' Training/Education Fee$ Doule Fee$ Structural Reviews$ Bon $ -- TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 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. §ignatur� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ja day ofV'-�34 20 � , by day of ,20 by cr E1.� Sk �kal� �a .who is personally known to who is personally known to me or who has produced FLb�`Qe U as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: �,,, Seal: &,AV PoB Notary Public State of Florida ' $ e Sindia Alvarez ry 4 spy Commission FF 156750 9 1 30*8 APPROVED BY L Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5�!xc° s Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: G V ADDRESS: 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 meons 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 a 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 NV 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 leassej which violates the exemption. Initial ' V 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 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. Initial d , 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. 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 willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ 8. 1 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- 9. nitial9. 1 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.I 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.mvfloridalicense.com/dbnr/pro/cilb/index.htmi Initial 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 and financially responsible for the pro osed construction 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 V3 day of U /C_ 20 �o ByHWrt-:L �' M VN-N 00JO' (Z who was personally known tome or who has Produced there License or<V1'bo LF(Z. laCcJ&�C as identification. &a=_'- Q ot�Y Pie, Notary Public State of Florida OWNER NOTARY ;r MyCmmissionFF156750 'FOFpoQ Expires 09/03/2018 1�C, 1� E i r i J N t ' � N i `y i r i /)Oq a o- 5, s . . .... ...... 0.0.•00 •• • 000000 i _._..._._.._____...r._....... ! ia •0000 0000 •• • • • • ,0000 ••••• 6000•• ••••• • • •••••• •• 7 ••• • ••6 • • • • • • • • • • 0000•• 0000•• /` ,,,(/fes • • • •0000• •• • 0000 • • • • • i MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiami(ingt.gov/ccononix Clopay Building Products Company 8585 Duke Boulevard Mason,OR 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 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 atter 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 within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami- Dade County Product Control Section 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" Gallery EPS Insulated WS DP54 Steel Sectional Garage Door up to 9'-0" Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet 1 through 4 of 4,dated 07/08/2008,with revision 05 dated 2/2015,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 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. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and follo-,*ed 6y the expiration date may be displayed in advertising literature. If any portion of the NOA is displadj An it shalt 8.tone ••• in its entirety. • 9999.. .. . ll 9999. INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer rils•Qi,�tYibutors.an�sha • be available for inspection at the job site.at the request of the Building Official. ••••• 99 .. This NOA revises NOA#14-0514.05 and consists of this page 1 and evidence pages -1::i'E-2,4 tibgugs ..... approval document mentioned above. 969660 9 6 •9.9• The submitted documentation was reviewed by Carlos M.Utrera,P.E. .. 609999.. ...... •IZINA,No 15-0225.24 6 9 MIAMI-DADE COUNTY • • 6 ....•• u o Txpirafion�ate: Decembel•1•6�I819 6 • Approva*at1c: May2 1=015 •••• o5� �j� •6 Page 1 t3� Clopay Building Products Comp NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet I through 4 of 4, dated 07/08/2008,with revision 05 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NDA #14-0514.05" 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,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 9'x 8',27ga steel garage door Model GD2LP with Lexan MRI O windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0326.01-13,dated 05/01/2013,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 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 garage 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. "Submitted under NOA#09-0929.10" 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Tmpact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of a 9'x 8',27ga,Series Gallery, Model GD2SP steel garage door,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by David W.Johnson,P.E. 4, Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,prepared by Stork Materials Technology,Test Report No.30160-04-63365,dated 01/26/2005,sill. by John D.Lee,P.E. .• •••• ••••; 00 0 0000 0 .. . ... 0 0000.0 00 00000 00 0 • �S13fZt�1�.. 0000. 0 a ar oaM.UtrOw� .E. �•�� Proiluettontrol examiner 0 :••AM No 15-0 25.24 0. Expiration Date: December1GtJ919 0000. ApprowalDa�e: May 21 j2015 :0606. E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #14-0514.05" 1. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 04/11/2014, signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#09-0929.10" 2. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 09/04/2009, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 07/17/2018. 2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LLC (MA) for their Makrolon Polycarbonate Sheets,approved on 12/06/2012, expiring on 08/27/2017. 3. Test report on Surface Burning Characteristics,per ASTM E84 of Premier Industries'Type I EPS,Report No.3082960-500,prepared by Intertek Testing Services,NA,Inc., dated 10/04/2005,signed by Javier Trevino 4. Test report on Ignition Properties of Plastics per ASTM D1929 of Premier Industries'Type I EPS,Report No.3082959-500,prepared by Intertek Testing Services,NA,Inc.,dated 09/16/2005,signed by C.Anthony Peflaloza. 5. Test report on Surface Burning Characteristics,per ASTM E84 of Falcon's Type I EPS,Report No. 3094867SAT-001,prepared by Intertek'Testing Services,NA,Inc.,dated 04/13/2006,signed by C.Anthony Penaloza 6. Test report on Ignition Properties of Plastics per ASTM D1929 of Falcon's Type I EPS,Report No.3094867SAT-002,prepared by Intertek Testing Services,NA,Inc.,dated 04/04/2006,signed by C.Anthony Pefialoza. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 51 edition (2014)FBC issued by Clopay Building Products Company,dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. . "Submitted under NOA#14-0514.05" 2. Statement letters of code conformance to 2010 FBC and no financial interest, both issu, by Clopay Building Products Company,dated 04/11/2014,signed and sealejl by Scott Hli"4QA, ..... P.E. • ...... .. . ..... •••• !•••• �, 13j ••••• ar 0.U F Product,tontrol txaminer �V6A' No 15-0f25.24 • I;xpirationDate, Deceinber•1b9.3419 Approval RdW: May 21,2015 •• 00:0 :..•• • E-2 • • . . ... . . . ... Z -- •w• •• •994£9 'ate•3SNWlI W018OI3 p{y �a3A 6I 1401 'ON 'OMO's3ro�ISIoWn • • • • • • '3'd•'NOliN"dM 11WS L33HS -- =31Y0 _-- A8 03N33HO z/I F -see.6eo _ M N ;0=h • • 006 000 .a �jN3•N9IS3Q LL'0MO 100'F -0000' SLN 31V3S 80/8/L 31V0 V38 :A8 NMVaO s00'$ _000' 3'JN 1VI t v I N 'v0 4 3Sd o9-/bS+ aV3 3'IDNIS Sd3_Z Aa311V0 :NOUWOS30 stvx =00' p+M4J .` �,.•...... 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A Griffbn C:ornpany 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE, 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN'PRESSURE FOR THE N EXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' 21' 8'x7' +35.6 -44.7 +36:0, -45;2 +36.4 -45.7 +36.8 -46.3 +37.3 -46.8 +37.7, -47.3 +38.01 -47.7 W 8'x8' +35.2,.-44.0 +35.7, -44.5 . +36.1 -45:0 +36.5 -45.5 +36.9 -46.1 +37.3 -46.6 +37.6, -47.0 in 9'x7' .+35.3 -44.1 +35.7, -44..6 +36.1 -45.1 +36.51 -45.6 +36.9 -46.1 +37.4 -46.7 + , -47.1 C7 9'x8' +34.9 -43.4' +35.3 -43.9 +35.$ -44.4 +36.2 -44.9 +36.6 -45.4 +37 0 -1;5.9 -F31.j,•-46.� .... 16'x7' +33.8 -41.1 +34.2, -41.6 +34.6 -42.0 +35.0 -42.5 +35,4, -43.0 +3 .$*=43.5 +36.1, -43.9 .' w 16'x8' +33,4 -40.4 +33.8, -40.9 +34,2 -41.3 +34.6 -41.8 +35.0 -42.3 +35.Q .42.8 +3�. ,•-43- ••:• O 18'x7' +33.5, -40..5 +33.9, -40.9 +34.3, -41.4 +34.7 -41.9 +35.0, -42.4 +35e4 •4E.8 +35!,$ -43. • 18'xN"- +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35 1!&4 .1 -t•3 .4'h-42.3 • WORST CASE DESIGN PRESSURES (PSF) ...... ..:..' MEAN ROOF HEIGHT •• •• •••••• 22' 23 24' 25' 81x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 :...:. '••"' 8'x8' +38.0, -47.4 +38.3 -47.8 +38.6; -48.2 +39.0, -48.6 ••• ••••: 2759'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48,3 +39.0 -48.7 CD 9'x8' +37.6, -46.7 +38.0 -447.2 +38.3, -47.6 +38.6 -48.0 •. • TS 16'x7' +36.4, -44.3 +36:7 -44.6 +37.0, -45.0 +37.4, -45.4 E 16'x8' +36.0, -43,5 +36.3 -43.9 +36.7 -44.3 +37,0 -44.7 O 18'x7' +36.1, -43, 1-36.4,-=44.0 +36.7, -44.4 -1-37.0, -44._7 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0a'►'CrOK�-HAMd rr THIS CALCULATION SHEET IS ONLY VALID Na 63236 FOR 'TETE FOLLOWING BRANDS: CLOPAY, I®EAL9 AND HOLMES• - : '- STATE OF : Scott Hamilton, P.E. r�fi'••�'� Off:, 4 8585 DUKE BLVD. ;0' MASON, OHIO 45040 (513) 770-4800 slg a 4/27/2012 FLORIDA-P.E. No. 63286 File: DADE CO WORST CASE 2010 RO1 [RETROFIT] W51b - 1654 WORST CASE DESIGN PRESSURE CHART :•.': :• :•: RETROFIT GARAGE DOOR : -:• = R = : •:• 175 MPH, EXPOSURE Cl 5th Ed. FLORIDA BUILDING C DE (ASCE7-10 DADE CO., FLORIDA •'• •�� ;C1 THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO,BASED ON •,• •.° Em w THE FOLLOWING ASSUMPTIONS: B ILDI IG PRODUCTS 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) 111 L7lJ I V PRODUCTS ACCORDING TO ASCE7 CALCULATION METHODS. .• • •Qrj" Company 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. •. w•w • • Le • • • 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NOUf A LOA6 FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO B COM TEL I ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEG A IVE D PRESSURES THAN SHOWN ON THESE CHARTS. Y. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAU E D PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' 21' 8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -47.7 N 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 Fn 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.7, -47.1 0 9'x8' +34.91, -43.4 +35.31 -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3 Z 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.11 -43.9 w 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1 O 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) 57 MEAN ROOF HEIGHT 22' 23' 24' 25' ' 48.6 +39.0, -49.0 +39.4, -49.4 8x7 +38.3, -48.2 +38.7, - ? ro a w 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 , Fn 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 � c7 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 Z 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4 w 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 1 CL 18'x7' +36.1 43.6 +36.4 44.0 +36.7 44.4 +37.0 44.7 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 ��G0 . HAM/�T6 THIS CALCULATION SHEET IS ONLY VALID �•'•��G E NsF•••2 No 63286 FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. -0 � 3 STATE OF : 4U 00 0 Scott Hamilton, P.E. R,OP ��`� 8585 DUKE BLVD. pis ....... �,�% MASON, OHIO 45040 Iii •NAI-��`` (513) 770-4800 i natur 07/2016 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 5th Ed R00 [RETROFIT]