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WS-17-1002 Pefmit NC) 1�` = ''��l 12 �st!°'5s°,t Miami Shores Village Parma 7 e:.Wint�f3'11 5�'ilJ�#�rS 10050 N.E.2nd Avenue NEINc�O1�r Sf l fot7:Gara a Door Miami Shores,FL 33138-0000 Phone: (305)795-2204 PerMit Status:APPROVED Ftor�ml* ' issue©ate 125)2017 Expiration: 10/22/2017 Project Address Parcel Number Applicant 1076 NE 98 Street 1132050180340 ARMSTRONG H&LYLLIAM ARB Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ARMSTRONG H &LYLLIAM 1076 NE 98 Street (305)608-0865 MIAMI SHORES FL 33138- 1076 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,300.00 '. HOME OWNER Total Sq Feet: 0 Type of Work:REPLACEMENT OF GARAGE DOOR TO MEET Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REPLACEMENT OF GARAGE DOOR TO MEET Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-4-17-63659 DBPR Fee $2.00 DCA Fee $2.00 04/25/2017 Credit Card $81.20 $50.00 Education Surcharge $0.40 04/11/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $131.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT* I s lify that he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a onmg. Futhermore,I thorize the above-named contractor to do the work stated. April 25,2017 A prized Signature:Owner / plicant / Contractor / Agent Date Building Department Copy April 25,2017 1 o -- �v � -- v � � 3 � fttt4VED Miami Shores Village Building Department 1A11-11 2017 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 204 BUILDING Master Permit No. S «`� lCFO PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _le2' 76 100E 26-14 JT, I Com: Miami Shores County: Miami Dade Zip: 3/3`d Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: s�Construction .Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#:. 3,a5 43 ca a 61� Address: /0 7C,, /Vr,, y �- City: 'Yai ���/ b /�i<<J State: /��. Zip: Tenant/Lessee Name: Phone#: co Email: /'-71<e'"/`101'�1 CONTRACTOR:Company Name: 1 I �C i e Phone#: 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:$ 00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: T %a �/-/�/2�['sf'-4ov� ,S-i�avOs�✓z./✓S . '!1J/r7�� �'_(�.5�.5-T i�i^�C�/ /S 1„O/'C_.�/6i� Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 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 ill be charged. Signature Signature 0 =ackno NT CONTRACTOR The foregoing instrument!wasedged before me this The foregoing instrument was acknowledged before me this day of /���r 1 V 20 ,by day of 20 by J4fel M S is rsonally known towho is personally known to me or who has produced (CJs 2- IUS-&5-s")©m//e or�who has produced as identification and who did take an oath. -H ICS identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ' GONZAI EZ Sign: iMy COMMISSION#GG 044 Print: * NPIRV,NovemberZ.2020 Print: Bonded-&,Notary Publlc Undo tars Seal: Seal: APPROVED BYPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5, Miami Shores Village ,,,, 13111 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: / E� J=��� o.ti� DATE:SAI/J�7 ADDRESS: r;- Do 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. 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. Ini 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.1 also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and Initial 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,whit es the exemption. Initial 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 a=nor al ordinance. Ini'al R 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.l understand that my failure to follow these may subject to serious financial risk. Initial 9. 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. 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 con on a struction Industry Licensing Board at 850.487.1395 or http:/Iwww.mvfloridalicense.com/dbpr/pro/Cilb/index.htmi Init 1 " 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 proposed construction activity at the following address: Initi I 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the in at on that I ave 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 Zday of � 1/ , 20 f 7 .b• BY who was personally known to me or who has �= Produced they licens or s _ �' —as identification. a Appy A OWNER ;- NOTARY 0 Miami 5&NC.193shores Village '# GREs Building Department I.rm; NJ .,,..M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �lpRIpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge t: Qualifie Wnex_Signature Date Print Name 1076 NE 98th Street Robert Armstrong 305-608-0865 Window and Door Information Sheet Door Opening Dimension Multiple Are Opening Location# Location Corner Zone Product Acceptance Number Style Approval Approved Pressure Required Opening Design Pressure opening Shutters (inches) Mullion Req. Required 1 4 16-0607.10 GD +46.0 PSF -52.0 PSF +26.4 PSF -29.4 PSF 180 Wide X 84 High N/A NO GD=Garage Door High Velocity Hurricane Zone(HVHZ) 0000 • • 0000 0000•• •• • 0000 • 0.0.86 •000 Does•• • Goes 060• • •66s0 ee00.6 • • •006• • • •6000• •ecce• • • • • • •6000• 66 a •0• 6 0 • r 0 W Asphalt Driveway �_ � FSE 98th STREET Garage Door Diagram Sheet LU 15.30, U 1076 NE 99th Street W tRobert Armstrong 18.300 (305)08-0965 1 opening to be replac�d(garage door) GARAGE OPENING*1 Px—n (To be replaced) Bedroom — w Bath A schen U 6 NE 98th STREET atBrray � w v' Bedroom z .... C3 Dining room/Living Room ••e • •... Goes% LUBath••. • • :00 • ❑ G Bedroom .00 • • : ••0 r� o •• • ••�.•• V Q G- ••• •• • • O - 55 • • • • • �, n- I— O (i •• •e• • �••.•i C1 W O •• O l POOL 7 <�3 XIEY Mean Roof height 15'-Roof Slope 8012-Building Width 45'-Building Length 55'-No electrical required-upgrade to meet windstorm requirements c 02001 ,n ti S M i J MlA u-DARE COUNTY PRODUCT CONTROL SECTION I 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ) Miami,.Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F('°7'86)315-2599 NOTICE OF ACCEPTANCE OA Clopay Building Products Company MS Duke/Boulevard Mason,dD 4 COPE:This NDA is beim 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 R.ER.-product Control Section to be used in Miami Dade County and other ethic mere 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(1n 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 perforin in the accepted mariner,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 acceptauce.,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- Modern 231 Intellicore W8 DP46T Steel Sectional Garage Door up to 161-2" Wide w/Optional Impact Resistant rites APPROVALDOCUMENT:Drawing No.18M2,titled"Modern Steel 2"lutellicore+461-52 psf to 16'Wide", sheets i through 4 of 4,dater/65/25/2016,prepared by Clopay Building products Company,signed and sealed by Mark Westerfield,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. AftSSILE NPACT RATING.Large and Small/idle 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 toss 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 ofthis 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 ofthis product. TERNMATION of this NOr!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 ether purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cam for termination and removal of NOA. LEMTATION: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 ivliam Bade County under this Notice of/acceptance. ADVERTMENf Z NT: The NOA number preceded by the words Miand-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 ofthis entre NOA.*s'hftV Vep Vf a jtoe he user by the manufacturer or its distributors and shall be available for inspection at the jobesate at tbewejuept Iftie 13uildipg Official. This NOA consists ofthis page 1 alnd evkluce des£r1 an&&e,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos AL Utrera,PX. . ... ... ... NOA No 16-0607.10 to 6 . } ••• Expiration Irate: .Tiny 21,2021 • Approval Date: July 21,2016 i•• i• ' ••• Pagel ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • gim 04104-ing Pmducts QM NOTICE OF ACCEP TANCE: V E SIMMITTED A. DRAWINGS I. Drawing No. 105002,tided"Modem Steel 2"Intellicore+46/-52 psf to 161 tide% 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 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(0.016") steel garage doors Model 9202WS with Lexan polycarbonate windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0330-01-15,dated 04/16/2015, 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)For 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 MAX 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 B117 of painted G40 galvanized painted and G90 panels,prepared by Fenestration Testing Laboratory,Inc.,Tat Report No.'7890,dated 10/01/2014; signed by Idatmis 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. .00 itarlos'M.fJtrera,-P.E. Product Control Examiner 0:6 0:0 0:0 000 NOA No 16-0607*10 V: Expiration Date: July 21,2021 :0 E-1 Soo Approval Date: July 21,2016 Clots BalMigg Products Company NOTICLOVACP—EEMCE.- KV-ME—NCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERT MCAT!ONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11128/2013, 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 of the polyurethane foam insulation per ASTM E84,prepared by QAI Laboratories,Test Report No.1J'2814-3,dated 10/14/2013,signed by Greg Banasky. 4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM DI 929,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 51'edition(2014)FBC issued by Clopay Building Products Company,dated 06/01/2016,signed and sealed by Mark Westerfield,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/01/2016,signed and sealed by Mark Westerfield,P.E. .00 Carlos K Utrera,P.E. Product Control Examiner NOA No 16-0607.10 Expiration Date: July 21,2021 V: :0 E-2 0*0 Approval Date: July 21,2016 o-Y! t3A ZQYt6333 :'6h' fl smm q 0 '3'd 't3'43Lit31S3� got.. a>:oas ss3a W.1 dW1Wd sronraaa •3 g32 t ..40 t 13M st/fix/5 731 :m a3>9 t/iw �a 'l3rK d8d�dSa Sot Quv2N6R&M`T9v JON t1�iS3sI � s1N•l's 9tox/h-31. 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Address: RobertArmstrong 1076 NE 98 St. Miami Shores, FL 33138, Dade County Garage Opening Size: 160"x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not pro i d ( r ter tha 10 degrees) Measured Minimum Building Dimension: 5220" sees Measurement of Nearest Garage Door Opening to Building Corner: 2'0" '0::e' Goes:* •e . 00 0 Positive Design Load: +34.8 PSF (see page 2) Negative Design Load: -39.3 FeR.tsee pag42) ...e:. ...... The following Clopay Building Products Company Doors meet the requirements for thbesWfid loaVe...• e e Clopay Model 9208/9209W8, 157'x 7'0",Approval# 16-0607.10, Dwg# 105002,Windload 0 a 0 0 0 ity: +49/$1-PSF....... • 0 • • .000• 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 5th Ed Florida Building Code (2014) 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. tr,1111111rrii * No 63286 *� cc- Scott Hamilton, P.E� '. Florida P.E. License No. 63286 ,��''s"�UONA1- ��•`, 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 4/17/2017 Florida Building Code Garage Door Windload Design Pressures Report# DPR-170417-A-01 Page 2 of 2-Retrofit Calculations for the Designated Door for Robert Armstrong 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 retrofit door opening: 1s.3a 18.75' ,ri 18.30' t26 1 1 1.40' e L=9.68' g ni 8.90' nh ONE STORY CSS so RESIDENCE N 1078 Pool 38.20' E.M. 18.70' Plan Elevation 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). •.• �see** ... •• 2. Nominal wind speed,V asd=135.5 mph(Table 1609.3.1). •• • 0000 .' 3• Exposure category=Exposure C;velocity pressure coefficient Kz=0.85 for Less than 15'mean rodf'I Qoft 00:9 ••••:• (Table 27.3-1). """ • 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt= 1 (Section 26.8). . •. 0 a '. 0 • 5. Enclosure classification is"enclosed building"(Section 26.10). 00:09. ••.••• a •.• •.••• 6. Internal pressure coefficient, GCpi=+/-0.18(Table 26.11-1). • • • • • 7. External pressure coefficient, GCp:There are three external pressure coefficients,GCp,for compoggrgt§,ld cladding and theret'o�e 0 garage doors. The first external pressure coefficient is for positive pressure and the other two coeflciewts;For negative pressures. •. .e% One negative pressure coefficient is for'Zone 4'and the other coefficient for'Zone 5'. Zone 5 is thg wall;egion i�ttieeomer o t e building(also called the End Zone)defined as"10%of minimum width or 0.4h(h=mean roof heiglftJ.WhiCheveris•jmalIIer, bul root•• less than either 4%of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. • 00 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)*(5220")=5.22 ft.Since the garage door opening is located 2'0"from the corner,this means that 3.22 ft.of the door is within Zone 5,and 11.78 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'A'=75 sq.ft. +GCp= 1.1766-0.1766*log(A) =0.8455. -GCp(zone 4)= -1.2766+0.1766*log(A) =-0.9455. -GCp(zone 5)= -1.7532+0.3532*log(A) =-1.0909. 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)*(0.8455+0.18)=34.78 PSF. Negative design pressure for Zone 4: p=(33.91)*(-0.9455-0.18)=-38.17 PSF. Negative design pressure for Zone 5: p=(33.91) (-1.0909-0.18)=-43.1 PSF. , HAIy/L���t�d Since 79%of the door is in Zone 4, and 21%of the door is in Zone 5,the weighted average is: ��� p� C E N••.�TQ (-38.17)*(79%)+(43.1)*(21%)=-39.23 PSF. Rounding up to the nearest tenth,the final design loads are:+34.8 PSF and-39.3 PSF. No 6 86 Scott Hamilton, RE � Lt Florida P.E. License No.63286 ��.. STATE OF JJ 8585 Duke Blvd. Mason, OH 45040 C1 �► (513)770-4800 i,l©N A111111010 4/17/2017 MIAMI- ADE MIAMI-DARE COUNTY,FLORIDA s METRO—DADE FLAGLER BUILDING BUILDING CODE CONTLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIANZ FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 e� R, CONTRACTOR LICENSING SECTION / .+ (305)375-2527 FAX(305)375-2558 December 22,2004 CONTRACTOR ENFORCEMENT SECTION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Mr.Joseph R. Hetzel, P.E. DASMA 1300 Summer Avenue Cleveland,OH 44115-2851 Re:ASCE-7-98-Wind Directionality, Kd Factor applicable to Garage Doors in HVHZ/FBC�t10'1•• . . .... ...... Mr. Hetzel: 0 • 00 ...... .... ...... Thank you for the letter of December 6, 2004 regarding the referenced issue. The foll •••• com is are ::-see. Y b'a g mpg rrl� provided. •0.00 •• ..:see • • • ••• 0000• feh• We concur with the interpretation provided by the Structural Engineering Institute, whirxficates•that per •••••• section 6.5.4.4 of ASCE 7-98, Wind Directionality factor shall only be applied for calcphatirrthe wind load •• • when used in conjunction with load combination of section 2.3 and 2.4. 0 :.so:. • •••..• . • • • •0000• In an effort to disseminate the interpretation to all parties, we typically send memorandums to alrbbildtng • officials in Miami-Dade County. The information can also be conveyed at our monthly building officials meetings. We can also discuss coordination of a seminar if needed. Continuing with this discussion, we would like to obtain examples of how the process would apply in the permitting of a garage door. What we are interested in seeing is how the garage door industry will use the equations in both sections 2.3 and 2.4 of ASCE-7-98. We will try to make sure we are all in agreement before issuing a memorandum on the subject If this office can be of additional assistance,please contact us accordingly. ncerely, e D. Gascon Product Control Inspector cc: Herminio F.GonzAlez, P.E., Director Michael Goolsby,Acting Deputy Director lqbal Shaikh, P.E., Senior Code Compliance Specialist Candido Font, P.E.,Senior Product Control Examiner P:IPRODCNTLIPCLEfTERIRESPONSEUNDUSTRY104DASMA04.doc Internet mail address:postmaster@buildingcodeonUne.com 0Homepage:http://www.buildingcodeonUne.com 001 _ . NOV 2 A 204 .Structural Engineering Institute of o*Am,..s w f cm&a. November 19,2004 Joseph R Hetzel,P.E. Technical Director Door&Access Systems Mandactmm Assmation h&rwfional 1300 Sumner Avenue Cleveland,OH 44115-2851 Dear.Mr.Hetzel, We have reviewed your request for an interpretation of Section 6.5.4.4 of ASCE 7-98 and we believe that the standard as written is clear. Section 1.3.1 states tbat`Sui1dhW and other ...... 0000000.. structures,and all parts thereof z shall.be designed and constructed to support safely. *ctored .0... •• loads in load combinations defined in this document without exceeding the appropiaLa strength limit states for the materials of construction." So yes,the load combinations of Sent 4 Q-3 and . 0000.. 2.4 may be used in the design of garage doors. 0 0 �.� .� • . .... As you note in your letter,the standard permits the application of the dirediiMty faabr;•; Geese Ka only when being used in conjunction with.the load combinations contained in Vectio0n 2 of 118 •••• • standard. The reason for this restriction is explained in the commentary of the stj cA;a'end is gee*** also discussed,on the FAQ portion of SEI's website as follows: •••••• . .0000. 9. Why can the wfnd diractfonality factor(Q only be used with the load combinations spectfled In Sections 2.3 and 2.4 of ASCE 7-02? In the strength design load combinations provided in previous editions of ASCE 7 (ASCE 7-95 and earlier),the 1.3 factor for wind included a"wind directionality factor"of 0.85.In ASCE 7- 98,the loading combinations used 1.6 instead of 1.3 (appro)imately equals 1.6 x 0.85),and the directionality factor is included in tate equation for velocity pressure.Separating the directionality factor from the load combinations allows the designer to use specific directionality fa'cto'rs for each structure and allows the factor to be revised more readily when new research becomes available. Thank you for your inquiry,an official interpretation will not be submitted to the ASCE 7 standards committee for balloftg,as we believe your request perta=s to the application of the standard rather than the content of the standard. This letter is pzovided for general information and is not intended to constitute a professional recommendation,.advice,.representation,or warranty of any kind by SEI,ASCE,their members,or the signatories of this letter,and the foregoing assume no responsibility therefore. Sincerely, AIV iv�� Jam R Harris,P.E.,PhD Lawrence H:Cis,P.E. ASCE 7 Chair,Wind Load Task Committee of ASCE 7 cc: James A.Rossberg,P.E. Director,SEI of ASCE 1801 Alexander Bell Drive Reston, VA 2079'!-4400 Phone:(703)296 6360 Fax(903)295 6367 Web.www.seinstitute.org t MIAMl•�E MIAMI-DADS COUNTY Mo PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Clopay Building Products 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 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 acceptedomawer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,me difZp or suspend tie use o#...... such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detemnined by Miami-Dade County Product Control Section that this product or material fails to me"otke9requiremeats of the....;. applicable building code. 996:90 This product is approved as described herein, and has been designed to comply with the6filoda BbWding6Code,:" including the High Velocity Hurricane Zone. 000000 6. 00000 DESCRIPTION: Modern 2"Intellicore WS DP46T Steel Sectional Garao!l?U.br up.t'b 16;-2" •6 0.6 Wide w/Optional Impact Resistant Lites .. . 9999.. 9999.. APPROVAL DOCUMENT:Drawing No. 105002,titled"Modern Steel 2"Intellicore:46/-51psfto616'Wide", 9999;. sheets 1 through 4 of 4,dated 05/25/2016,prepared by Clopay Building Products Company,signed and sea6*Ma *Mark . Westerfield,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Ti ceof Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT R.AT E%: 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 shal l 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 Oficial. This NOA 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 16-0607.10 GN�z 4)ADE COUNTYExpiration Date: July 21,2021 Approval Date: July 21,2016 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 105002,titled"Modem 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•;Q3-94 4)Forced Entry Test,per FBC, TAS 202-94 ...... ....;. 5)Tensile Test per ASTM E8 946:90 along with marked-up drawings and installation diagram of 16'2'�r V.27g4N.04.6") % steel garage doors Model 9202W8 with Lexan polycarbonate windows,prepardd by ••;•• ...... .. ..... American Test Lab, Inc., Test Report No.ATLNC 0330.01-15,. ji•04/l6)%; S signed and sealed by David W. Johnson,P.E. ••.... • 2. Test reports on 1)Uniform Static Air Pressure Test,Loading pear FBS TAS%262'94 . 2) Large Missile Impact Test per FBC,TAS 20194 ••• 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. 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. e7 Zg ZolG tarlo0A.Utrera,P.E. Product Control Examiner NOA No 16-0607.10 Expiration Date: July 21,2021 Approval Date: July 21,2016 E-1 Clopay Building_Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 A ecce LLC,�A)for":: their Makrolon Polycarbonate Sheets, approved on 12496A2412, e4iring on...:. 08/27/2017. •••:•• sees.. 3. Test report on Surface Burning Characteristics of the polyurethddd'fpam iC§Vla%on pit • ASTM E84,prepared by QAI Laboratories,Test Report No. RMN-3, dated' •. . s .ee. s ses sees. 10/14/2013, signed by Greg Banasky. • sees .. . sees.. 4. Test report on Ignition Temperature of Plastics of the polyurethaw foam insulation .. per ASTM D1929,prepared by UL LLC, Test Report No. 4786399941/85693 dated►•e.:. 05/20/2014, signed by James Smith. • . . sees.. •.i F. STATEMENTS 1. Statement letter of code conformance to 5t'edition(2014)FBC issued by Clopay Building Products Company, dated 06/01/2016, signed and sealed by Mark Westerfield, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/01/2016, signed and sealed by Mark Westerfield,P.E. 417 Carlos.X Utrera,P.E. Product Control Examiner NOA No 16-0607.10 Expiration Date: July 21,2021 Approval Date: July 21,2016 E-2 4 3 2 MODERN STEEL COMMERCIAL DOORS SHEET' REVISIONS BRAND 1 OF 4 FLUSH GROOVED FLUSH GROOVED REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 — 5/2016 — MWW REVISED FOR RELEASE HOLMES 7208 7209 -- C7R20 MIXED GLAZING SHOWN. HEEr OPTIONAL IMPACT RESISTANT GLAZING. METAL S SCREWS D (1) 20 GA. BACKER EXTERNAL MAXIMUM GLAZING SIZE (DLO) IS O PLATE AT EACH INTERMEDIATE 39-1/4"x13-1/4". GLAZING MAY BE O HINGE LOCATION,ATTACHED SHORT—PANEL OR LONG—PANEL SEE 1/4"x3/4" SELF WITH DOUBLE SIDED ACRYLIC SECTION D—B ON SHEET 2 FOR DETAILS. TAPPING SCREWS. ADHESIVE TO BACK OF DOOR. GLAZING MAY BE INSTALLED IN ANY O O LOCATION IN ANY OR ALL SECTIONS. --w—A 14 GA. END HINGES 14 GA. INTERMED6M HINGE 8 VIEW VIEW "C " !4 OF @ OF A DF -_ LIE- ---------------- -------- ---------- ------------------- --------- ---------- DDDR HEIGHT .8 " SECTIONS U—BARS T—STRUTS ___6'3' TO 8'0' 4 4 4 �9 ffSEE END HINGE VIEW 8. 8'3• TO 10'0' 5 5 5 s 0 10'3' TO 12'0' 6 6 6 I. 12'3' TO 14'0' 7 7 7 .0 I 14'3' TO 16'0' 8 8 8 SEE INTERM. HINGE VIEW C. C 16'3' TO 18'0' 9 1 9 9tE p Of x Af i i s I f C MAX SECTION HEIGHT: 2d' Icpf,� s i s I iil s TWO POINT LOCKING INTO TRACK. SLIDE BOLT LOCK 02Z ENGAGES INTO END 0w� i L 6 S� Q 4- 0 STILE. pnLOCK ONCAL KEACH SIDE OF 4" T—STRUT. DOOR. 01 � � INSI ii LOCKE SLIDE BOLT i - LOCK OPTION.i END FSTILE. OPTIONAL OUTSIDE KEYED --�►-A 3" U-BAR. BLOCK POSITIONMAX. DOOR WIDTH = 16'-2" OUTSIDE(2) LHR TOP BRACKETS USED AS MAX. OPENING WIDTH = 16'-0'. D�' LOCK BAR INNER BOTTOM BRACKET. SEEJAMB NOTES ON SHEET 4. SNAP LATCH ENGAGES ENGAGES IN (1) 3-IN ROLLER CARRIER (P/N ONTO VERTICAL TRACK. TRACK ON120394) USED WITH.3"TRACK. ONE SNAP LATCH ON EACH SIDE i EACH SIDE OF DOOR. OF REPRESENTATNE GLAZING PATTERNS. OUTSIDE KEYED LOCK WITH OUTSIDE END LOCK BAR LOCKING. 1 KEYED STILE. HANDLE. i } Jti•i•-.: �..... INSIDE HANDLE p ^` •• •• OUTSIDE KEYED LOCK WITH ! ,•••,.if.•• • • • PRODUCT COD •• MANUFAC • TURING I s • • • • • • • SNAP LATCH LOCK OPTION. I _? i'. wry .: • • • • • • • DSIV-1F477 • • DV5=GN GLOADS: +46.0 PSF & -52.0 PSF T..g., , _ Appt•wQr�lie8.3htAe •• • • • PART NO.: N/A A A f r: %` R (o A toted MM-1. — �5 Duuke��rd WINDLDAD RATING TOLERANCES.. 'Clupa] T-i.�; 513--770-4= g D P 4 6 Mi." C.Ma .0 ±.031 P-duds C-o" Fm No.513-n0-1&53 • •• .00= t.015 DESCRIPTION:MODERN STEEL 2- INTELLICORE +46/-52 PSF TO 16' W 1.115••,a > '` lay GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL•SECTW S. TH • ••• —� �— • •• : .000a.�rk o02 DRAWN BY: SH DATE: 12/2015 SCALE: NTS 4 S ZE B p '• i •` PATTERNS ARE REPRESENTATIVE OF THE APPROVED•CONFCURATION& g*..*- .t / CHECKED BY: MWW DATE: 5/25/16 SHEET 1 OF t DESIGN NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. •• • • t�eStat�U�e�ee ; MARK WESTERFlELD, P.E. CONSULT FACTORY FOR DETAILS. ••• • • • Da�lons•eRc•M wa..DWG. NO.: 105002 VER: M—D FLORIDA LICENSE No. 48495 j 4 3 2 i ... OV . . . . . . . . . . . . •• .. . . . .. .. ... . . . ... . . 4 3 2 1 BRAND MODERN STEEL COMMERCIAL DOORS SHEET- REVISIONS FLUSH GROOVED FLUSH GROOVED 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 — — — — SEE REVISION HISTORY ON SHEET ONE. HOLMES 7208 7209 -- C7R20 D 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 SA81C IP LEXAN 9034(VERSIONS ALSO APPROVED: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WFFH IBC/FDC 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND 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. X18-18 x 1/2"SELF—TAPPING SCREWS: (12)FOR SHORT UTE$ (16)FOR LONG UTES. 3/4'GLAZING BITE. ®8-18 x 1/2• SELF—TAPPING SCREWS: CELLULAR PVC RETAINER. (8)FOR SHORT LITES; 6063—T5 ALUMINUM B (12)FOR LONG LITES. FRAME 7 1/+-THICK POLYCARBONATE GLAZING. IMPACT—RESISTANT GLAZING DETAILS •• ••• • • • • • •• • • • • • • • • • .. • • •• • • • • • MANUFACTURING PRODUCT CODE G • •• • • • • ••• • DSIU—IF477 ••• ••e ••0 ••• ; ; GN LOADS: +46.0 PSF & —52.0 PSF /4 '^:rn F1c�r aanvlyia8 wlr lAe PART NO.: N/A , unkma Stated 08ieniee =(�'O 8y 8585 Duke Boulevard VINDLAAD RATING TOLERANCES a e c Masco ON 45M0 USA 800 MIS daatOae11a1 0 o 1.031 �+s �No 5�3-na 8 D P 4 6 .^ • ••• • ••• • AD 1.015 DESCRIPTION:MODERN STEEL 2"INTELLICORE +46/-52 PSF TO 16' W p er i i • •• • �oo� ±.00s • • fto*— ±.001 DRAWN BY: SH DATE: 12/2015 SCALE: Nis DWG.R DESIGN Ei � •• • • • • • • .e as ±1/2' CHECKED BY: MWW DATE: 5/25/201 HIM 2 OF 4 SIZE B MARK WESTERFIELD, P.E. ••• • ••• • uryeee t olnar.rae RIDA CENSE No. 48495 o19EN9 ARE Ix wals:s DWG. NO.: 105002 VER: M—D ' 4 3 2 1 ... . . . . ... . . . . . . . . . . . . • •• •• • • 0 •• •• 4 3 2 1 MODERN STEEL COMMERCIAL DOORS SHEET' REVISIONS BRAND 3 OF 4 FLUSH GROOVED FLUSH GRODVED REV. N0. ZONE: DATE: ECN N0. APPVD:I DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 DO - - - - SEE REVISION HISTORY ON SHEET ONE 2' THICK HOLMES 7208 7209 -- C7R20r SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D HORIZONTAL(TOP)JAMB URETHANE CORE D (NO LOAD FROM WOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT DENSITY 2.a P.c.F. NOTES. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACT(AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SVP(GRADE/2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS - TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. 2.EACH VE301CAL JAMB SEES A MAXIMUM DESIGN LOAD OF+368 IB&-416 LB.PER LINEAR FASTENER FOOT OF JAMB. (2)12 GA. GALV. STEEL TOP ROLLER BRACKET. TYPE 3.ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A EACH BRACKET ATTACHED W/(4) (/14x5/8' FLUSH MOUNTING SURFACE. 27 GA.MIN. STEEL GALV. a. A 1/3 STRESS INCREASE FOR MMD LOAD WAS NSI USED IN THE CALCULATION OF ALLOWABLE EXTERIOR SKIN WITH SHEET METAL SCREWS. ADJUSTABLE SLIDE LOADS FOR ANCHORS AND FASTENERS FOR STEEL.,CONCRETE AND MASONRY. BAKED-ON PRIMER AND ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" MAX. O.C. A BAKED-ON POLYESTER BOLTS AND NUTS PER BRACKET. NOTE:2x6 WOOD JAMBS ARE NOT REQULRED WITH CONTINUOUS ANGLE MOUNT TRAGI.HOWEVER, PAINTED TOP COAT. IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLACK WALLS,APPROVED FASTENERS AS TONGUE AND GROOVE JOINTS. DETAILED BELOW SHOULD BE WaRFASED M LENGTH BY 1-1/2'AND INSTALLED DIRECTLY rI'-4° " C THROUGH THE ANGLE AND 2xe WOW JAMBS INTO THE JAMBS OR CONCRETE OR BLACK I VI�FW "D 14 GA GAI . STEEL ROLLER l 2x6 VERTICAL JAMB WALL1S.ANCHORS CAN ME(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A FLUSH I 4 TALL TAPER STRUT. HINGE. EACH FASTENED TO END MOUNTING SURFACE.CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT 4-1/4 0,062" MIN. GALV. STEEL, NEINFORCED BLOCK WALL OR 3.000 PSI MIN.CONCRETE COLUMN OR STEEL.JAMES. L METAL SCREWS AND (2 80 KSI MIN. STILES j/ ND (2" SHEET �: O� ) 1/4"X3/4" SELF TAPPING SCREWS vi3. " U-BAR. 3k --ONE 4"T-STRUT PER SECTION (SEE 20 GA MIN. GALV. STEEL, i-7/8' 80 KSI MIN. VIEW V). EACH T-STRUT ATTACHED 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMEM AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS) MAXIMUM DN-CENTER 27 GA. STEEL GALV. INTERIOR SKIN DISTANCE STEEL ' /-VATH A BAKED-ON PRIMER AND A BETWEEN WASHERS BAKED-ON POLYESTER PAINTED E FASTENER TYPE FASTENERSw REQUIRED TOP COAT. HOLLOW CMU BLOCK WALL _1/4'x 1-1/4'MIN.EMBED ULTRAC13N CONCRETE ANCHOR 4 1/2' 1'a0. B __-_-_ — ONE 3" U-BAR PER SECTION (SEE VIEW B Fid raorplyi�B niMtMal GROUT-FILLED CHU BLOCK 1/4'x I-t/4'MIN,EMBED LILTRACON CONCRETE ANCHOR 7 L/2' 1'D.D. 'E'). EACH U-BAR ATTACHED AT EACH HINGE IMe )(p 2000 PSI MIM,CONCRETE 1/4'x 1-3/4'MIN.EMBED ULTRAC13N C@AxtETE ANGiDR 15 1/4' 1'MD. -�� LOCATION WITH (2) 1/4"x3/4° SELF TAPPING Raduat Oo4trd 2000 PSI MIN,CONCRETE 1/4'x 1-3/4'MIN EMBED TAPCON CONCRETE ANCHOR 14 1/4' 1'a0.wmw - SCREWS. 2000 PSI MIN.CONCRETE 3/8'X 1-3/4'MM.EMBED VEJ-IT AWR TITE SLEEVE ANCHOR 13 1/2' INCLUDED 13 GA. MIN. GALV. STEEL BOTTOM BRACKET. or 4000 PSI MIK CONCRETE 3/8'x 1-3/4'MIM.EMBED VEJ-IT ANKR TOTE SLEEVE ANCHOR 24' INCLUDED ATTACHED WITH (4) 145/8" SHEET METAL SCREWS. WOOD FRAME(SYP 0.55 SG) I/2'x 3'LAG SCREW(ASTM A307,GRADE A)1-3/8'EMBED INTO STRUCTURE 14 3/4' To O.Di ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. 14GA STEEL(0.060'MIN) I/4-14 x V ITW DUILDEX TEKS SELF-DRILLING FASTENER 6' 1'OB. 12GA STEEL(0.105'MIN.) 1/4'-14 x I'ITW BUILDEX TEKS SELF-DRILLING FASTENER 10 3/4' V aA SECTION A-ASIDE VIEW) "' I/8' STEEL 1/4'-14 x I'ITW BUILDER TEKS SELF-DRILLING FASTENER 112 3/4' 1'aA ,:•`C, ° FIRST(DOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CEMER DISTANCE HI ANAIC(�INS:N.Ll4 ••• ••• MANUFACTlD2ING PRODI�T CGDE % AT LEAST AS HIGH AS THE DOOR OPENING. • • •• • • • • • 'LOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. DSIU-)F477 MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE:2-1/2", EXCLUDING STUCCO THIGkE55. &*MSN FOR• • • _. TAPCON--MINIMUM EDGE DISTANCE FOR TAPCON FASTENER IS 1-1/4',EXCLUDING STUCCO THICKNESS. •• •• o ••� ••• d9SIG�I•LOADS: +46.0 PSF & —52.0 PSF PART NO.: N/A A y wmaea taw Olha rias _ 8585 Duke Boulevard WINDLOAD RATING ~ �! TOLERANCES are _ri�U{18y T' .51J4 ,0 g D P 4 6 -'e. ; • ••• • ••• • .� t.ois �0 PIP J Fm Na st2" (x-4853 DESCRIPTION:MODERN STEEL 2' INTIILICORE +46/-52 PSF TO 16' W !;{« _..• ., • • • i • • 000>� t.005 DRAWN BY: SH DATE: 12/2015 SCALE: NT5 DWG.R ,. •• 0 • ••• •• • ee ree %r CHECKED BY: MWW DATE: 5/25/207 HEET 3 OF 4 SIZE L DESIGN'ENR • •• MARK WESTERFIELD, P.I- ••• • ••• ••• Um ON5- wCHTs.DWG. NO.: 105002 VER: M-D FLORIDA LICENSE No. 4B495 4 3 2 1 or . . . . . . . . . . • .. .. . . . .. .. ... . . . ... . . 4 3 2 1 _ BRAND MODERN STEEL COMMERCIAL DOORS SHEET' REVISIONS FLUSH I GROOVED FLUSH GROOVED 4 OF 4 1 may, NO.1 ZONE: DATE: ECN NOAPPV . D:I DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - - - - SEE REMSION HISTORY ON SHEET ONE. • HOLMES 7208 7209 -- C7R20 ANGLE MOUNT JAMS CONFIGURATION HORIZONTAL TRACK D SUPPORT BY DOOR INSTALLER(TO SUIT). 2x8 SYR JAMB(IF PRESENT: F:- �- 7 UNTERBALANCE SYSTEM JAMB CONFIGURATION SEE JAMB NOTES ON SHEET 3). 2"TRACK CONFIGURATION. DOORS UP TO 800 LBS. VERTICAL 1RA(at TO BE CONTINUOUS BRACKET MOUNT JAMB CONFIGURATION OR REVERSE ANGLE. 12 GA TRACK LV. STEEL FLAG BRACKET ATTACHED TO DOOR CUPS ATTACHED TO WALL ANGLE X=DOUBLE TRACK H (3)5/16"X 1-5/8-LAG SOWS HEIGHT "L" 1•DOOR OVERLAP(EACH SIDE) WITH TWO 1/4•RIVETS PER CLIP. HEADROOM,HI-UFT'TRACK TRACK WITH(2) 1/4'RIVETS. _6• OPTIONAL STOP MOULDING t."v. 7R7dTt CUPS ARE ATTACHED TO FOLLOW-THE-ROOF 7-O BY INSTALLER(TD SUIT) '`ate R„..s-. , TRACK WITH ONE 1/4"BOLT AND TRACK AND VERTICAL UFT FJV`�r.�°' NUT. FOR WOOD JAMBS:ONE cx GALV. WIDE STEEL .:�•f TRACK ARE AVAl1ABLE w ACING NTE 14'O.C. �.,..,.. .'1' T+%. S 18'X 1-5/8*TAG SCREW AT OPTIONS. s 8-0 88" """' DOUBLE-END-STILE F0.5TENED WITH(1) P6 X -1 EACH TRACK CUP LOCATION.ALSO TRACK CONFIGURATION W 8'- 4" 1/2-WAFER SCREW AT LEAST TWO LAG SCREWS LOCATED ABOVE THE DOOR OPENING "GALV.STEEL TRACK 2-1 2 x 12 GA GALV.STEEL TRACK ABOVE VERDCAL/HORIZONTAL TRACK DOES NOT AFFECT THE 8 9'- 1 / WIND LOAD RATING. , ACK THICKNESS:0.083'. - 1 . BRACKETS FASTENED TO WOOD JAMBS JUNCTION. WITH 5/18"x 1-5/8'LAG SCREWS. 1 1 NOT TO EXCEED 14"ON-CENTER. PUSH 116'�ROUND iq CA GALV.STEEL CENTER HINGE FASTENED TO � �•� 11-6" FASTENER. SECTION W/(4) EACH 814x5/8"SHEET METAL SCREWS. VERTICAL TRACK TO BE BRACXET(CONI1NUOlIS OR M GO OUNT OR ANGLE MREVFRSEANQE OUNT 12�" 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 814x5/8" 1-3/4'x2-1/4"x72 VE MIN J.ALL 13 6SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER CJD HINGE.BRACKETS/TRACK CUPS ARE 72 GA 73-G " 2'GALV STEEL.TRACK FASTENED TO o " 12 GA GALV.STEEL TRACK BRACKETS GALA. STEEL BRACKETS/CUPS ARE 14-0.160- ty�CTIiER(2) 1/4-DAA RIVETS OR 2-DIA 7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. ATTACHED TO TRACK WITH EITHER1V14-6 1 10" TWO 1/4"RIVETS OR ONE 1/4' 15'-0- 7 - (1) 1/4'x 5/8'BOLT&NOTPER .SECTION C BRA BOLT AND NUT. -C 15'-8"17 ' TRACK BRACKET 3-1/2- ' LHR BRACKET(2-1/2"x 5-3/4-x 12GA) .. _ 1 -0 4' PREPARATION OF JAMBS BY OTHERS ATTACHED WITH (2) 1/4'x 3/4"SELF TAPPING SCREWS.NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE ENO STILE"AS SHOWN IN ZONE B-3 SHEET 1. 3"TRACK CONFIGURATION. JAMB CONFIGURATION DOUBLE TRACK CENTER HANG REQUIRED FOR FOR 3"TRACK. LOW HEADROOM OPTION NOTE DOUBLE TRACK DOORS OVER 8'HIGH. (AVAIL FOR BOTH 2-AND 3'TRACK) HEADROOM,HI-LIFT TRACK, COBLE HORIZONTAL FOLLOW-THE- ROOFTRACK. TRACK,AND VERTICAL UFT I"DOOR OVERLAP(EACH SIDE) TRACK ARE AVAILABLE OPTIONAL STOP MOULDING BY DOOR INSTALLER(TO SUIT). OPTIONS. 2x6 SYR JAMB(IF PRESENT; B TRACK CONFIGURATION 3"GALY.TAPERED STEEL TRACK AND ANGLE.TRACI` SEE JAMB NOTES ON SHEET 3). 16 CA GALV.5-3/4'WADE STEEL DOUBLE-ESRD-STILE 13 ABOVE THE DOOR OPENING THICKNESS:0.101•.ANGLE THICKNESS:0080". HORIZONTAL TRACK FASTENED WITH(1) 88 X 1/2-WAFER SCREW. DOES NOT AFFECT THE MIN.ANGLE DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR WIND LOAD RATING. VERTICAL/HORIZONTAL TW1CK 14"MAXIMUM SPACING INSTALLER(TO SLAT). JUNCTION.TWO 1/4-DOLTS FROM LAST MOUNTING ANGLE x 2-7/8"MIN.x 0.080'TAPERED &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION SEE LAG BOLT MOUNTING AT TRACK 14 GA GALV.STEEL CENTER/(4 HINGE CONFIGURATION BELOW. 7/16'L0.ROUND FASTENER TO SECTION W/(4)EACH PUSH NUT' 814x5/8'SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS FASTENER. 8 SPACED AT 12"CENTERS. Appowdooa T�gwaWs 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END o Hula 0.101`THICK 3"GALV.STEEL TRACK FASTENED x TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH 814x5/8-SHEET METAL SCREWS 12"ON CENTER DID O TAPERED ANGLE WITH ONE 1/4"x5/8"BOLT& AND(2) 7/4-SELF TAPPING SCREWS PER END HINGE. ,,.•' ,•s'i liuei NUT AT EACH MOUNTING SLOT. 3'DIA B-1/2-LONG STEM BALL BEARING STEEL ROLLER. • _ • • • • �•yC• •SE•TION C-C MANUFACTURING PRODUCT COME z NE Ya-TRACK BOLT AND NUT AT EACH •• •• ••• • ;1'r��*ON•OF JAMBS B1'OTHERS. DSIU-IF477 MOUNTING SLAT LOCATION. = o DDDR • .; •i; •,• , :E M LOADS: +46.0 PSF & —52.0 PSF PART NO.: N/A A A HEIGHT TRACK LENGTH Uxiaxx Std d Oth—i. p 8585 DWm Botdmrd MINDLOAD RATING a D 72 TOLERANCES a, �CIa ay Ta 513--770-MM }�{1 ONE 5/16'x 1-5/8"LAG`CR�' 10ED AT Tye •0= t.031 BdE.9 Pmdttcb am Fax Na 513-770-1853 v y dF' 10" DISTANCES AS THE TRACK EWLTS(W..3-1/2"*i0' 2222.•3}, • DD i 1.015 DESCRIPTION:MODERN STEEL 2" INTELLICORE+46/-52 PSF TO 16' W ` R 12-O 132 i • 00%_•+•005 -f-4-o as',ETC.). ADtxnoN7d LA�SCRE�S LocATELyAr�s',za, & ••��=�.aat DRAWN BY: SH DATE: t2/2at5 SCALE: NTS DWG. 3-1/2" 76-0 180 40`FROM BOTTOM. TWODAG SCfiWS Alio LO"D&i • •Da♦req=•tl/Z' DESIGN ENGINEER, CHECKED BY: MwW DATE: s/25/zai HEFT a OF a SIZE MARK WESTET2FIl1IR, 18-0 228 VE�CAL/HORIZ�ffAL 1RACK JUN:ql. MARKFLORIDA LICENSE Na.P.E.E. ••• ••• UnealStaiA E 94 I ee amioNsgpt N wc11Es DWG. NO.: 105002 YETI: M-0 4 3 2 1 . . • • . . • . . • . .. •• • . • .. .. ..• . • . .•. • •