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WS-09-20-2212, 10055 Biscayne BlvdMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 10055 BISCAYNE BLVD, Miami Shores, FL 33138 1132050340030 Contacts 1ANE DENTICO Owner HOME OWNER Contractor 10055 BISCAYNE BLVD, MIAMI SHORES, FL 331382645 HOME OWNER Other:3057566553 .... _._......... __----------- _-------- __--- ___--- _------------ _.__------ _-------- ___...._.__.._........__..........__..._ __._.._._....__. _.... .._._.__..-..._.._ _.._.._._..._.___._._. s Description: GARAGE DOOR I Valuation: $ 1,500.00 Inspection Requests TotalSq Feet: 0.00 " Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Tota I : $117.10 Payments Date Paid Amt Paid Total Fees $117.10 Credit Card 09/30/2020 $50.00 Credit Card 10/16/2020 $67.10 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construcorM\and pning. Futhermore, I authorize the above named contractor to do the work stated. I Signature: Owner '/ Applicant / Contractor / Agent Date October 16, 2020 Page 2 of 2 Z;o T abed OZOZ'91 jaqo;gyp H14-S-P-K' hLM-Mr-`L11UMLJ STRUCTURAL INSPECTION DATE INSP Foundation SteSL> AISIG iN3W39V VW N31V SV Hons SIaY3H10 WOa3 C13Nin 3tl S11WM d 1VN0111 Columns (1st Lift) -su01 Oadsul Columns (Znc/ i /Luo 'a ell!A aaOgSIW Tie Beam Tr Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap In -Progress Roof Installation Roofing Final Shutters Attachment 00*0 Final Shutters Rails and Guardrails ADA compliance 1e I w S it Bearing Cert S,M Floor Elevation Surve i 10,'SL lation Certificate oL Survey Trass"Certiftcatfon--- 3 1 lzozlgilto INSPECTION DATE INSP 133 t 3111 ayj ul puns aq Aew ;e t (1 38 AVW 31Hi (INV aq Rew ajay; 'jiuuad li ep IBUIM011o1.ao1 wdg Aq paAiaaaJ aq #s 'I INSPECTION I DATE I INSP INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final 000S TV Rough OS'z$ 00'6$ Cable Rough :an0;unowV OV0$ Cable Final 00'z In er om Rough Intercom Final dire Alarm r1na(7 1 D' 86f /i$e Work V014kml A ftEeTRI AL COMMENTS £f N3NM0 3WOH Jaunnp INShBCa laaaed DATE INSP Final Sprinkler I d PLUMBING INSPECTION DATE INSP A daghsiyj of alcIeoildclu suoijouisaj leuoglppe µ Waft1Yla k*@J ay1 o uONIPPI? ul :30110N Iud sWnbaN OI `suoija dsuj ao Fire Sprinklers A Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final 003 saajjnyS/smopulM aa3 A20l0uyaal aa3 2uluuea5 a2jeynanS uoue:)nP3 aa3 VDG aa3 ad9(l MECHANICAL Rough a000 E)waVE):uo dia:)sa Ventifatio-n --3, t.. 00 oug� Pressure Test Final Ventilation Fin I Vacuum MuLg Bet MEC A ssaa uo ego to anoadd :s>i�a� xrcu.ra _ any 3N OSOOT sla in45/snnopulM.a rtr a+uaJad agelllA SDJ04S tweiw Z LZZ-OZ-60-SM 'ON J!Wdad BUILDING PERMIT APPLICATION Miami Shores Village ;cEIvED Building Department EP Q ON 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 $y: ---- INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 i-+ Master Permit No. WS-09 - 2.0 - 2212 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: 113Z ()SO S+W 1?n Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): hone#: Address: City:( 5�� State: Zip: 3, 3o Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 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: $� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Rep ace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ • le Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State grE E. 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �oip , ZO ;�d by day of 20 by L614�4r[d who i no to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 7,)ramA x iv -re c #01Print: ro��,,,,o�o FRANK7,10LLAND Seal: * * Commission # GG 217976 1 Seal: � roe Expires June 2, 2022 �OF PP Bonded ihru BOW Notary Sovka APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) INAviarni Shores Village Building Department 10050 N.F.2nd Avenue Miami Shares, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: IAhe �Ykifl(-) DATE: Cf I 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 roust be for your own use and occupancy, It may not be built for sate 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 male 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 1, 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 — 1 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 understan thatI 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 permi nd tracts, 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 safe or Vehl 11violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construct lnitiat 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wort g on my building or residence. It is my responsibility to ensure that the persons whorn I employ have the license required by law anfN co t or municipal ordinance. initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am 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 undermy direct supervision and must be employed by me', which means that.) 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 myfailure 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. 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 850.48T1395 orhttp:/twww.mvfloridalicense.cornldbpr pro/cilb/index,htmi Initial — �00 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12, 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of th infor. a 'on 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 �4i?p 20 aQ ve- )-6AA _1C01 S By who was nown t or who has Produced there License or !'?` identif' ation. µ:.P;% (/ FRANK WOLLAND 1q O. * , Commission # GG 217976 `oe Expires June 2, 2022 0 ERNOTARY OF F��P Bonded Thro Budget Notary S6rvicq Page 1 of 5 MecaWind v2328 ..,ftwarc De✓eloper: Meca P tcrpri 1-Inc., www.meca.bat Copyright °O18 Calculations Prepared by; Date: Mar 25, 2020 Project #: WL044 10055 Biscayne Blvd. Designer: Juan Berry Location: 10055 Biscayne Blvd. Description: Window Replacement File Location: Z:\402 Wind Load\Projects\2020 (WL043-WL )\ WL044 10055 Biscayne Blvd. (Alejandrito)\wind load.wnd Basic Hind Parameters Wind Load Standard = ASCE 7-16 Exposure Category = D Wind Design Speed = 175.0 mph Risk Category = II Structure Type = Building Building Type = Enclosed General Hind settings Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz Zg = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft SDB = Simple Diaphragm Building = True JIM91ype = MWFRS Method Selected = Ch 27 Pt 1 aphic .Factor per rig 26. 9-1 �lilb��ogt opo•• =,, Topographic Feature = None Kist I.Inpographic Factor = 1.000 •••• 00 oftmpuin RRoofT�e:-Auil'Ag Roof Type = Gabled ;i.". : V1111h• Along Ridge = 82.000 ft *RE • : Reei•Entry Method = Slope Theta asef eSlope = 22.62 Deg • VztK)t •••• •••••• pure Cpnsf}nts per Table 26.11-1: J,jpya: Const•frem Table 26.11-1= 11.500 •At • Const from Table 26.11-1= 0.087 Am: Const from Table 26.11-1= 0.111 C: Const from Table 26.11-1= 0.150 W Width Perp to Ridge = 46.000 ft EHt Eave Height = 9.000 ft Slope : Slope of Roof = 5.0 :12 Par Is there a Parapet = False Zg: Const from Table 26.11-1= 700.000 ft at: Const from Table 26.11-1= 1.070 Bm: Const from Table 26.11-1= 0.800 Eps: Const from Table 26.11-1= 0.125 Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections OH = Overhang of Roof Beyond Wall lftim hind Force Resisting Systez (!BIERS) Calculations per Ch 27 Part 1: = True = Sofit = 2.000 ft h = Mean Roof Height above grade = 14.208 ft Kh = Z < 15 ft [4.572 m]--> (2.01 * (15/zg)^(2/Alpha) {Table 26.10-1)= 1.030 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 Zg = Elevation above Sea Level = 0.000 ft Ke = Ground Elevation Factor: Ke = e^-(0.0000362*Zg) (Table 26.9-11 = 1.000 GCPi = Ref Table 26.13-1 for Enclosed Building = +/-0.18 RA = Roof Area = 4658.33 sq ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 41.19 psf qin = For Negative Internal Pressure of Enclosed Building use qh*LF = 41.19 psf qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 41.19 psf Gust Factor Calculation. Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category 11 Rigid Structures -- Complete Analysis Zm = 0.6 * Ht = 8.525 ft file:///C:/U sers/WORKSTATION-15/AppData/Roaming/Meca W ind/SelectedAnalysis.html 3/25/2020 Page 2 of 5 Izm = Cc (33 / Zm) ^ 0.167 = 0.188 Lzm = L * (Zm / 33) ^ Epsilon = 548.828 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.930 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.891 Gust Factor Used in Analysis G = Lessor Of GI Or G2 = 0.850 MWERS mind Normal to Ridge (Ref Fig 27,3-1) h = Mean Roof Height Of Building = 14.208 ft RHt = Ridge Height Of Roof = 19.417 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 82.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 46.000 ft L/B = Ratio Of L/B used For Cp determination = 0.561 h/L = Ratio Of h/L used For Cp determination = 0.309 Slope = Slope of Roof = 22.62 Deg OH_Top_+X+Y= Overhang Coefficient Overhang +X+Y (Leeward) = -0.6, -0.6 OH_Top_+X-Y= Overhang Coefficient Overhang +X-Y (Windward) = 0.22, -0.27 OH_Top_+Y = Overhang Coefficient Top +Y (Leeward) = -0.6, -0.6 OH_Top_-X+Y= Overhang Coefficient Overhang -X+Y (Leeward) = -0.6, -0.6 OH_Top_-X-Y= Overhang Coefficient Overhang -X-Y (Windward) = 0.22, -0.27 OH_Top_-Y = Overhang Coefficient Top Windward Edge = 0.22, -0.27 Roof LW = Roof Coefficient (Leeward) _ -0.61 -0.6 Roof_WW = Roof Coefficient (Windward) = 0.22, -0.27 Sofit -Y = Overhang Coefficient Sofit -Y = 0.8, 0.8 Cp WW = Windward Wall Coefficient (All L/B Values) = 0.80 C?)0AW� = Leward Wall Coefficient using L/B = -0.50 ��•�� Cp•GW =• Sijlp Wall Coefficient (All L/B values) _ -0.70 • • CCin_WW='.P9rafet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 •••••• Vpn.;W = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 • • lisp iPiild'Preasures based On Positive Internal Pressure (+GCPi) - Normal to Ridge • • • • • • see* • " All wind pressures include a load factor of 0.6 ••••• �•• 0 •••• •••••• :••••,lee •Sa• Kzt qz GCPi Windward Leeward Side Total Minimum ��••�� • • '�•��' Press Press Press Press Pressure* • • 0 ft psf psf psf psf psf psf •••••• -----�--- ----- ----- ------------ ------ ----- ----- - - • • •9.00 1*636 1.000 41.19 0.18 20.60 24.92 31.92 45.52 --------- 9.60 •••••• •••• • .mall Wind treasures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf ---- ----- ----- ----- ----- psf --------------- ------ ----- 9.00 1.030 1.000 41.19 -0.18 35.43 -10.09 -17.09 45.52 --------- 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof mind Pressures for Positive t Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp-min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn_max Pp -max ft ft psf psf psf psf ----------- ----- ---- ------ ------ ------------------------------------- OH_Top_+X+Y N/A N/A -0.600 -0.600 0.000 -21.01 -21.01 -21.01 -21.01 OH_Top_+X-Y N/A N/A 0.220 -0.270 0.000 7.70 7.70 -9.45 -9.45 OH_Top_+Y N/A N/A -0.600 -0.600 0.180 -13.59 -28.42 -13.59 -28.42 file:///C:/Users/WORKSTATION-15/AppData/Roaining/MecaW ind/SelectedAnalysis.htinl 3/25/2020 Page 3 of 5 OH_Top -X+Y N/A N/A -0.600 -0.600 0.000 -21.01 -21.01 -21.01 -21.01 OH_Top_ X-Y N/A N/A 0.220 -0.270 0.000 7.70 7.70 -9.45 -9.45 OH_Top_-Y N/A N/A 0.220 -0.270 0.180 15.12 0.29 -2.04 -16.87 Roof N/A N/A -0.600 -0.600 0.180 -13.59 -28.42 -13.59 -28.42 -LW Roof_WW N/A N/A 0.220 -0.270 0.180 15.12 0.29 -2.04 -16.87 Sofit -Y N/A N/A 0.800 0.800 0.180 35.43 20.60 35.43 20.60 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp-Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp-Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface NKM hind Parallel to Ridge (Ref Fig 27,3-1) h = Mean Roof Height Of Building = 14.208 ft RHt = Ridge Height Of Roof = 19.417 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 46.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 82.000 ft L/B = Ratio Of L/B used For Cp determination = 1.783 h/L = Ratio Of h/L used For Cp determination = 0.173 Slope = Slope of Roof = 22.62 Deg Cfget = Overhang Bottom (Windward Face Only) = 0.8, 0.8 �••�� Oii•Y®p_1 Overhang Top Coeff (0 to h/2) (0.000 ft to 7.104 ft) = -0.18, -0.9 • • OJiLTo➢_10 =#Merfang Top Coeff (>2h) (>28.417 ft) = -0.18, -0.3 ••�••• V TP8_2 = Overhang Top Coeff (0 to h/2) (0.000 ft to 7.104 ft) = -0.18, -0.9 Top_3 a avertang Top Coeff (0 to h) (0.000 ft to 14.208 ft) = -0.18, -0.9 • OHrTop 4 s'd bMang Top Coeff (0 to h) (0.000 ft to 14.208 ft) = -0.18, -0.9 5 ='Wdlitiang Top Coeff (h to 2h) (14.208 ft to 28.417 ft) = -0.18, -0.5 �••" :•Ovanhan To Coeff h to 2h Ofi•Tbp_6 g p ( ) (19.208 ft to 28.417 ft) _ -0.18, -0.5 '•••• •OHODDp_7=•Q-4%rhang Top Coeff (>2h) (>28.417 ft) = -0.18, -0.3 • • 00li-T.op_8 4�ei'hang Top Coeff (>2h) (>28.417 ft) _ -0.18, -0.3 •••••• • • Of4_Top_9 =,Overhang Top Coeff (>2h) (>28.417 ft) = -0.18, -0.3 .•�••• �tYgf 1 =Rooi Coeff (0 to h} (0.000 ft to 14.208 ft) _ -0.18, -0.9 • •Roef*2 !*A88f Coeff (h to 2h) (14.208 ft to 28.417 ft) = -0.18, -0.5 • • Aoofi3 ; r8% Coeff (>2h) (>28.417 ft) = -0.18, -0.3 Open = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient using L/B = -0.34 Cp-SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Ball Hind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf ----- ----- ----- ----- ------------------- ------ -------------- psf 19.42 1.078 1.000 43.08 0.18 21.88 -19.44 -31.92 41.32 9.60 17.00 1.053 1.000 42.10 0.18 21.21 -19.44 -31.92 40.65 9.60 14.21 1.030 1.000 41.19 0.18 20.60 -19.44 -31.92 40.04 9.60 9.00 1.030 1.000 41.19 0.18 20.60 -19.44 -31.92 40.04 9.60 Ball wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0 A Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- ----- ----- ----- -------------------- ------ -------------- 19.42 1.078 1.000 43.08 -0.18 36.71 -4.61 -17.09 41.32 9.60 17.00 1.053 1.000 42.10 -0.18 36.04 -4.61 -17.09 40.65 9.60 file:///C:/Users/WORKSTATION-15/AppData/Roaming/MecaWind/SelectedAnalysis.html 3/25/2020 Page 4 of 5 14.21 1.030 1.000 41.19 -0.18 35.43 -4.61 -17.09 40.04 9.60 9.00 1.030 1.000 41.19 -0.18 35.43 -4.61 -17.09 40.04 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Bind Pressures for PositivQ i sagative Internal Pressure (+/- GCPi) - Parallel to Ridge All Wind pressures include a load factor of 0,6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp min* Pn_max Pp max ft ft psf psf psf psf --------------- ------ ------ ------ ------ ------------------------------------- OH_Bot N/A N/A 0.800 0.800 0.000 28.01 28.01 28.01 28.01 OH_Top_l (-X+Y) 0.000 7.104 -0.180 -0.900 0.000 -6.30 -6.30 -31.51 -31.51 OH_Top_10 (+Y) 28.417 84.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 OH_Top_2 (-X-Y) 0.000 7.104 -0.180 -0.900 0.000 -6.30 -6.30 -31.51 -31.51 OH_Top_3 (-Y) 0.000 14.208 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 OH_Top_4 (+Y) 0.000 14.208 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 **@*%H_Top_5 (-Y) 14.208 28.417 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 ••••OH Top•6 J*Y) 14.208 28.417 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 •• OH_Top •7•(+;+Y) 28.417 86.000 -0.180 -0.300 0.000 -6.30 -6.30 -10.50 -10.50 •„ '•OH_Tope_8 (+�-Y) 28.417 86.000 -0.180 -0.300 0.000 -6.30 -6.30 -10.50 -10.50 OH_Top$ 9• (-41) 28.417 84.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 Roof _1r'('+�f�• 0.000 14.208 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 ,•••'goof_7.•1•+•Y')• 14.208 28.417 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 0004Roof 30"0 28.417 84.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 •• •• •••• • • • Notes •➢%"*pressures: • Start,Q44,t•Start Dist from Windward Edge End Dist = End Dist from Windward Edge ••,• Cp_Ma�•0••� Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude •••• �p_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp mip*• " •w•• � qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) • AH = 06erhcTng X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical •••• * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Components and Cladding (CiC) Calculations per Ch 30 Part 1: h = Mean Roof Height above grade = 14.208 ft Kh = Z < 15 ft [4.572 m]--> (2.01 * (15/zg)^(2/Alpha) {Table 26.10-1)= 1.030 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.13-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * Ke * V12) * LF = 41.19 psf LHD = Least Horizontal Dimension: Min(B, L) = 46.000 ft al = Min(0.1 * LHD, 0.4 * h = 4.600 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 4.600 ft h/B = Ratio of mean roof height to least hor dim: h / B = 0.309 Hind Pressures for CiC Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft ---- ----- ----- ----- ---- ------ ----- ------ psf ----- psf ------ ----------- A 5 2.830 4.220 11.94 No 30.3-1 0.986 -1.373 48.05 -63.96 B 4 4.420 3.160 13.97 No 30.3-1 0.974 -1.074 47.55 -51.67 file:///C:/Users/WORKSTATION-15/AppData/Roaming/MecaWind/SelectedAnalysis.html 3/25/2020 Page 5 of 5 C 5 2.500 6.670 16.68 No 30.3-1 0.961 -1.322 46.99 -61.85 D 4 3.080 3.160 9.73 No 30.3-1 1.000 -1.100 48.61 -52.73 E 4 4.000 6.670 26.68 No 30.3-1 0.925 -1.025 45.51 -49.63 F 4 1.580 2.160 3.41 No 30.3-1 1.000 -1.100 48.61 -52.73 G 4 2.000 6.670 14.83 Yes 30.3-1 0.970 -1.070 47.36 -51.48 A 4 3.080 3.160 9.73 No 30.3-1 1.000 -1.100 48.61 -52.73 I 5 4.420 3.570 15.78 No 30.3-1 0.965 -1.330 47.17 -62.20 J 5 3.080 2.160 6.65 No 30.3-1 1.000 -1.400 48.61 -65.08 K 4 3.080 3.160 9.73 No 30.3-1 1.000 -1.100 48.61 -52.73 L 4 3.080 2.160 6.65 No 30.3-1 1.000 -1.100 48.61 -52.73 M 4 3.080 3.160 9.73 No 30.3-1 1.000 -1.100 48.61 -52.73 N 4 3.080 4.220 13.00 No 30.3-1 0.980 -1.080 47.78 -51.90 O 5 2.830 4.220 11.94 No 30.3-1 0.986 -1.373 48.05 -63.96 P 5 2.670 6.670 17.81 No 30.3-1 0.956 -1.311 46.78 -61.44 Q 4 3.330 6.960 23.18 No 30.3-1 0.936 -1.036 45.95 -50.07 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.3-1 through 30.3-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.3-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] (Includes LF) OF Ft -P�' AR 914 F�EQ •� file:///C:/Users/WORKSTATION-15/AppData/Roaming/MecaW ind/SelectedAnalysis.html 3/25/2020 BROWN MIAMI � L'=M1 DEPARTMENT OF REGL'LA T ORY AND ECONOrYlIC Rb*:SOURCES (R ER) BOARD AND CODE ADI41INISTR1TION DIa,'ISION NOTICE OF ACCEPTANCE (NON) Clopay building Products Company . d3uke PciuTevard _. _.... Tvlason, 01T 45040 NJ3L,SJ 1I-DiVT)E COUNTY PRODUCT COtV"i'IZOL SECTION 11805 SW 26 Street, Room 208 Miami, Florida.3317>-2474 T (786) 315-2590 F (786) 315-2599 wtvw.miarnidade.2av/economy Sc:on: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. "I,he documentation submitted has been reviewed and accepted by Miami -Dade County RFR-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This VOA shall not be valid after the expiration date stated below. The N liami-Dade County .Product Control Section (In Ifiami Dade County) and/or the AHJ (in areas other than bdiami Dade County) reserve the right to have this product: or maieriat tested for quality assurance purposes. .lf this product or maieriat fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modif}, 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High • • • L%city hurricane Zone. :....: 'SCId.I:I'ITOINt: Modern 2" Intcllicore WS DP50T Steel Sectional Garage Boor up to 121-2" • • • •''fVi 1e w/ Optional Impact Resistant Lites •. .APPR0'ULWCTTYIENT. Drawing No. 105050, titled "Modern Steel 2" Intellicore f5O/-56 psf to 12' .:.... .44de", sheato l4n-ough 4 of 4, dated 06/28/2016, with revision 2 dated 07/18/ 2017, prepared by Clopay • • • • • • • 44vilding 14-o4ots Company, signed and sealed by Mark Westerfield, P.E, bearing the Miami -Dade County • • • • • : •.Ntoduct Cotx -"dare vision stamp with the Notice of Acceptance nnrnbe:r and expiration date by the Miami- i • • • • i • Dide Count"Prl)duct Control Section, J ISSILt 1;/",kCT RATING: Large and Small Fissile ImpactResistant • • • • • • • • �L•A 3F LJNf :1 jermancnt label with the manufacturer's name or logo, manufacturing address, model number, the positive and • • • • • � dative desiegnpres i re rating: indicate impact rated if applicable, installation instruction drawing reference number, approval •• number (NOAS, the applicable test standards, and the statement reading `Miami -Dade county Product Control Approved' is to be •'lu'c :ted on the door's side track, bottom angle, or huier surface of a panel. J?._EINTEWAI.. of this NOA shall be considered after a renewal application has been tiled and there has been no cha ge in the applicable building code negatively affecting the, pe-rformance of this product. `FEIWINA110N of this NOA will occur after the expiration d rie or if there has been. a revision at 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, ;OA. ,i1VITTATTO : This approval requires the manufacturer to do testing orall coils used to fabricate door panels. A rninintum of 2 specimens shaJI be can from each coil and tensile tested according to ASTM E-8 by a lvliami-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 hfiarni-Dade County under this Notice of Acceptance. ADVER`I'ISEMEN'T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion oftbe NOA is displayed, then it shalt be done in its entirety. .INSPECTION: A copy ofthis 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 416-0706.1.6 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval docurnent mentioned above. The submitted documentation was reviewed by Carlos lit. €Jtrera, P.E. :10A No ! 7-0809.32 MIAMI DADS Ct7tJN lY ", O t r -� E�:piration Wte: Sepe.rrriner8,2{621 f r /rl y7 Approval Bate: November 30, 2017 ?=r{' Fage I ./ Clopay Bui-1di,g is oducts Cornpan v NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER NOA 916-0706.16 DRAWINGS 1. Drawing No. 105050, titled "Modern Steel 2" Intellicore +50/-56 psf to 12' Wide", sheets 1 through 4 of 4, dated 06/28/2016, 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 12'2"x 8', 270a (0.016") steel ."". arage doors Model 9202W8 (9208W8) with Lexan polycarbonate windows, prepared by :....: •' �' • • Armerican Test Lab, Inc., Test Report No. ATLNC 0824.01- IS, dated 09/01/2015, signed and • • • • • : sealed by David W. Johnson, P.E. 0 • • • • • 2.: T � st 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 ...... .... ..:.44odel GD2LPW8 with MAK SL and/or MAK 15 windows, prepared by American Test Lab, •. �.. •ilnc., Test Report No. ATLNC 1105-01-13, dated 01/14/2014, signed and sealed by David W. •••••• •••• Johhison, 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 06/28/2016, sighed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) )I it T__��017 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-0809.32 Expiration Date: September 8, 2021. Approval Date: November 30, 201.7 E - I Ctopay3uilding'c_'roducts C om any NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTII+ICATIONS 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 AST.M E84 of the polyurethane foam insulation, prepared by QAI Laboratories, Test .Report No. RJ2814-3, dated 10/14/2013, sighed 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/ R5692, dated 05/20/2014, signed by lames Smith. F. STATEMENTS 1. Statement letter of code conformance to 5" edition (2014) FBC issued by Clopay Building Products Company, dated 06/28/2016, signed and sealed by Mark Westerfield, P.E. • • • • 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated • 0000 • Og28/2016, signed and sealed by Mark Westerfield, P.E. 2 NEW*FWDENCE SUBMITTED � *A? � DRV'0 MGS 1. . * * Mewing No. 105050, titled "Modern Steel 2" Intellicore +50/-56 psf to 12' Wide", sheets 1 ' : * u•ough 4 of 4, dated 06/28/2016, with revision 2 dated 07/18/2017, prepared by Clopay Tr llding Products Company, signed and sealed by Mark Westerfield, P.E. • If.• TEgTe • • 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, 5"' Edition (2014) and 6`' Edition (2017) FBC issued by Clopay Building Products Company, dated 08/02/2017, signed ands led by Mark Westerfield, P.E. Carlos hi. ttrera, P.B. Product Control Examiner NOA No 17-0809.32 Expiration Date: September 8, 2021 Approval ]Date: November 30, 2017 E-2 ZL BRAND I MODERN STEEL I FLE H_ Gi2UOyz"" CLOPA`( 19208, HDPCC2�DPCR2 I iOLMES j 7208 7209 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... ~• COMMERCIAL. iiOORS • • • • SF ET'• • • -_LUSH. GROOVED • • • • • i E'i- ^ "F yP �N%0 3728 i 3729 • •• •' 0o - 6/ �J —_ DOOR HE.GHi CT1L OF '« OF :5 C� EIONS U-BARS `-STRUTS U U 1 4 fi'c' l D Ip'0' .5 I a = .. :4 3 C v 16'3' I [' IR'0` 9 9_ s ?1.0.% SECTION iIEICHT: 24' c THIS PRODUCT CONFORMS i .0 -HE REQUIREMENTS OF THE 2010 FEIC. 'ME STH MIT] GN FF,O, AND THE S:x:H MOTION roc. 4"R4C a Rt M V Uy ry it 0 :. Etc Aa O.ildiau MOA N. c , �. c��n,a, � nD D>.laoa•1 Ly i t R n �-D..tl ProifiickcAutrot I :.a .. �, I Lim. ��s!!;•:'� DESIGN FNGFNEFR,s MARK WESFERFiELO. P.c_ i MIXED G�AZIN G- SH-0 N. • • • • )a 20 GA. BACKER EXTERNAL • • • • • • • •OP Ct� 4MPACI j:AN ESiS.TT GIAZING. P'1 TE AT EACH INTERMEDIATE • • • • • •IMMUIJ GLAZING -WL (DLO) IS HINGE LOCATION. ATTACHED • • • • • •39,•1 /4 03-1/4". `LAZING MAYBE Y,Tf i DOUBLE SDED ACR:1iC_� • • • • nSHWT-**W. aR•LONG-PANEL SEE SECTION 8-6 ON SHEET 2 FOR DETA!.S. ACHESRVE TC BACK OF DOCK. 1 GLAZING IdAY BE IN5TALLED IN ANY 1 L OCAT:CN IN AW OR ALL SECTIONS. � j iP __------___ ----_-_-_—_-____— � 4wll �: I Ir--1 V L r" 1 'IVr i f ,d zm L-12 I ; `_Pr,ONAL OUTSIDE KEYED- - - —A I tl LOCK POSITION —4—_. - MAX, DOOR WIDTH = 12'-2' - 1 I i•S NNER BOT'O12 r3P4C�E7 SEE ,•) 3 G ROLL �Fi CA^2�'IEP. SEE ,IA'GP. VOTES ON SHEET 4. ... USED WITH 3' FEPRESENITAIWE GLAZING PATTERNS. c ! a-- -- imm IM ....._.__._ . u GLAZING MAY BE IN AN`( LOCATION IN ANY OR ALL SECTIONS. THESE PAM rRNS ARE RF_ RE`ENTi WIVE OF THE APPROVED CONFIGURATIONS. NOT AI.L CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. CONSULT FACTORY FOR OEMLS. REVISIONS i Lp:- DESCRIP ON SJWIT'ED TO MIAMI-DADS _) 1 ' REVISED IIPC.- __ 1 UPDATED CODE COMPLIANCE STATER+.EN'i TO ADD TH EDITON mr. ' #14X518' SHEET MU.AL SCREWS 'O O h 1 C Gl O 1/4'x3SELF 1 TAPPINGG SCREWS. - 4t l p O O v 1=G_`N.. D FiING£S 1�'?=A.__1NLs«t4E91A:.�il`"I.iF VfEYY�°c7_' VIFt?r "C" r SEE END HINGE VIEW B. —SEE INIhRbI. HINGE VIEW C. ,f-TNO POINT LOCKING INTO: TRACK. \\-- 4" T-STRUT. SLIDE 90LT LACK LN ENGACES INTO STILE. VIRIMAL TRACK ONE LOCK ON EACH SIDE OF DOOR. I IJstDc S AD71 SOLLT LOCK OFLION. END . -. ... /� STILE. . I 3" U.-BAR. 1 ✓ LOC`{ DAR �i SNAP LATCH ENGAGES PNGAGES IN' 0 "-TRACT{ ON ONTO VORTICAL TRACK. ONE SNAP LATCH ON EACH SIDE EACH SIDE OF DOOR. OF DOOR, 011T I(F KFYE771,^Ic wf ' OUTSIDE END gE AR LQ ajV KEYED HANDLE. -TILE. HANDLE.- INSIDE Ht \DLE I CI 9iCF � AP LATCH ,,`,'F,1,I n.- - NLOCX_OPTICNCN' '.dANUF ACTUR9IG VRWUCf GQt7E) DSIUA-IF477 SIGN L.Cil� DS- -f-J0 0 i :i". iy. --:JOG � r.F PART N0: N/A 1 u i stt, a TOLERANCES 55135 D.I. Eo +md la a Peso OH 450 ll USA vIP1DLLgP. RATINIG ;� ,, 6�3:ng hnJu Rr^Wq Fox 4a 5I3 770-4C5.T1 T �\Y�r. V 1.J 0 I DESCRIPTION: MODERN STEEL 2' INTEWCORE iSD/-5o" PSF TO 12' t'F-: .00 .000 = .k.005 1 — ' OP.A.WN BY: SH DA E: 72j2015 SCALE: MIS DWG. �{ De3re�. = t 1 f2 C14ECKED BY, h1WYf DATE 6fZEf t O SHr'. =7 i OF 1511E tS .. Vnlev S;akE Othorwiae mwn,soNs s x IN INc::FS '--'-'-- DWG. NC.: iO5O5O . VER: !d-D i 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . :MODERN •STEEL CCMNERC1.n,L M71IRS • s • • i3RAND • • • • Ste. • • • F1ASH G�CiOV_7 'LUSF1 GR'U•v �D • • s • 1 01 `� . �, ,NO. ZONE D, f_LOPAY 9208, HDPCC2 9209, FiDPCR2 3720 372� I 02 hull h'E.S 7208 ! 7209 --- 07R20 (J • ••• • • • • •• • •• • • • • • ••• •• IMPACT— RESIS•CANT CCN$T_P.UCTID,'q: SOLID DOORS (NO GLAZING) OR DOCKS WITH OPTIONAL IMPAQ7--RESISTAPr GLAZING ARE IMPACT -RESISTANT. OP1,10NAL )IMPACT RESISTANT ASSEMBLY CONSISTS OF ALWiNUM r RONT FRAME AND SABIC IP LE%AN 9C34 iJ&RSIONS ALSO APPROIn— MR70, 9030, i 1 90315, 90319, 90317, 9-0311, 's031-1 90355) OR BAYER MAKROLON Gf- (VERSIONS ALSO APFi'OVEO: SL• .AR, 15j, APPROVED CC' PLASTICS IN '^CORC.LNCE WITH 18Cj FDC 2605 AND APPROVE] C1 FLA511C5 IN AGCORDA:NCE. WITH', FEIC 2E12. THE ENTIRE DOOR ASSEMELY VISTA:.t.EC IN COMPLANCE WITH THIS SECTION MEETS THE 'WIND LOAD REQUIREMENTFLORIDA OF THE BUILDING CODE AND INTERNADONAL BUILDING CODE AND IS LARGE- AND 5I,,,-6USSILE IMPACT RESISTANT. C ! i SECTION B--B (WIiPACT—P.ESISTANT G1AZINQ OPTION)1 ;N6UL>TcD DOOR SECTION. i -1\\ lh,^�.n+�OR OF DOOR. DECORATIVE FACADE� c';.TR OFi OF DOOR. /�f�l/8-IS :i ? /2" SELF- kFPINGl l / CRE:IS: (12) FOR SHORT I i 7�// jLITES; (16) FOR LONG L(i-ES. i3/4 GL�:c!NG BIT_. 7 CELLULAR PVC RETAINER. FOR SHORT LITES; E063-73 ALUMINUM (12) FOR LONG UTES. FRAME_ THICK POL:CAROCNATE� GLAZING. iNTACT—RESISTANT GLAZING DETAILS I 1 RtJISIONS 0: I OESCRIPTIO!, SEE REVISION HISTORY ON SHEET ONE. IC - 1.._.3 II 7 Y., /r H -FACTURTG i'i. ICT CQD /`.-77 j� r ` PRODUCT REVISF!) R e 7( _ arnplyinawithth.Plolda ( d LOADS -f 50.G P.S.F. -h- —56 C �.`',F. APART NO.: N/A" _. VL'-! NOA-No. '77-0309.32 TO W�ERAt� pS h. ssas coke E ue uzN.cu:r.��*� _ pg �g 55 M OR iE.W USJ. Q j I (� i T79 &7tl �:� 8 D I `1 It y I / Eupiration Fit 09(QSl2Q27 0 i,031 ButJty w: l iar w1 uz Nu. 51J-7J0 4657 _ -'-'a `.O`•5 DESCRIPTION: MODERN STEEL 2" 'NTEL UCORE +-50/ 5G P_•F_ TC 12' 1 I'uiiami=0a a Product Control ER�.0000coo = �A01 !i+f�AW GY: SH OHTE: i2%20T5 SCAM NfS — ♦DWG.- . 0x:3-ees = =7/< (CHECKED BY: MW'N DRTF_• Gf2L'/tb SHEET 2 OF IZE T MARK WEST[r'iF1'[Lt), P.S unl":. Swr.:c cnurncz __ _._._..t=..— :FLCIRIDA_LICENSE No. 48'95 "IMOS:LNts 7RE m lxcR�. D\YG. Na.: 105050 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HRAND MODER": STEEL CUh1M'cRC1AL DOORS • • •• 1•SH�T,: - --�-- REIASICNS -�—ti • • • • • •- Li FLUSH uRDU'VED FLUSH GRID`/%➢ • • • •� J• 4�,�NOI�ZONE DATE: ECN N0, APPVD: DESCRIPTION ICLOP!}'Y 920E, HDPCC'2 9209, HDPCR2 3 2E ! 37c'`1 j - - - SEE REVt510N HISTORY ON SHEET ONE. - - -1 HOLMES I i'OE 7209 -- I C7R2C T 1 r- THICK • • • • • • • • • • • • T SILICONE s`IT_CHANNEL SEPARATES • f • • • • • • • FRONT AND eA BACK SKIN OF DOOR. I 1 HQRIZONTAI. (TOP) JAMB • • • • • • • • • • �- tlREftiANE CORE r(n'o LDAD FRor.+ DOER) I— JA�;13. TO SIiPPORT'�G — ' • • • ••• •• DENSITY 2.=t f �i;;i P.C.;. SiRI'CTJRE_.T#i£ HNEN1� A;_- ;HE LOAD FROM THE DCOF, !S lFJ.NSF'RE2 TO T'�E 1e.'.C;•; AND Th:EN F'rYCtt 7H5 ",.,;.1: THE 2zG VEh ICA, SYP (O.RABE '. 2 OR BETTER) dAA"LS, NO LOAD FRom, T Z DOOR ..� I + TRANSF:.E,^,ED TO i}i_r,CRI.OtlTFL iiCP) ,.MO. ,:•:3 ?_ FACH VERTICAL ,V,'I SEES A LW0,'.Nt DESIGN LOAD OF +300 LB k -336 L2. PER UNBAR - _ F.45+F.kER FOOT OF JAMB. GA GA£.V. STEEL TOP ROLLER BRACKET j� TYPE 3. ALL. JAMB FASTENERS R!:Y BE ;BLi ARE NOT REOUIREC ''O BE) COUNTERSUNK i0 PROVIDE A •'k'"'"'� (2) 12 EACH. BRACKET AITACH'EO W/(4) ,I,:I'.x5/3" / FLUSH MOUNP.NG SURFACE_ 27 GA, MIN. STEEL GALV. . i 4. A 1/3 sRF9S ,14CRESE FOR WiY.D'DAD "" - U USED v Trf_ CAL"L"ON OF .ALLCWA8IE ,f�._. _� SHEET t.4EiA1. SCiiEWS. ADJUSTABIi SLIDE j I LOADS FOR ANCHOP,S AND FAST -iERS FOR STEEL. CONCi9ETE AND wsoNR-, EXTERIOR SKIN AND ='l%n.. ATTACHED TO TOP BRACKET WITH (2) i/4"xl/2" BAKED -ON PRIMER r', .AND :(V -� BOLTS AND NUTS PER BRACKET. MAC. O.C. j A. BAE:ED-GN �`LYESTER I�:,::'.r) PAINTED TOP COAT. 34:j; TONGUE AND GROOVE JOiNTS. I I E; 2:5 WOOD JAMBS ARE NOT RECL'IRED WITH. CONDNUC'US ANGLE MOUNT TRACK. HOWEVER, MIN. YI_LD 79.6 KSI .. _-_- _. _._. •-. _.... .. I IF DESIRE ON STEEL EL -Ri BS OR CONCRT CR FLOCK VIALLS. APPROVE FASTENERS AS I OETAILEp BELOYI SHOU:J FF f,4CRF-AS%� IN LENGTH UY 1-1/2" hhQO INRAU=v DIRECTLY vi.. GALV. STEEL ROt.LER THROUGH THE ANGLE AN 2x6 WOOD wMaBS INTO THE STEL JAMBS OP, CONC.R--RE OR BLOC:{"HINGE. EACH FASTENE:1 TO END2zc VF};pr;y JAL!6 -� WAL.S. ANCHORS .^.:,Y DE (BUT AR. NOT PEQIJTREB TO BE) COUNT RSUNK TC PRCVICE A F USN r(`^�.� �I� VI IY ';::�14 STILE'S Yl/(4) �'14kS%B" SiiEEIMOUNU•1O SURFACE CONTINUOUS ANOX TPk'K, CAN E'c ANCHORED DIRECTLY TO GROUT ,. �{ 4" tALL TAP.:K SYR:IT'. rP,METAL SCRCWS AND (2) 1/4"X3/4" REINFORC-D BLOCS WALL OR 3,003 Ps1 MiN. CONCRETE COLUMN OR SITE'l JAMC-S. 4-I/4' "J 0.057" 4!LN. GAU/. STC'I, ,._+c TAPPING SCRE^NS i ` 50 KS! MIN. Oi + j� VIEE � 3` V�/ '�3 TALL U-BAR. C" . 1 20 GA. MIN. CA-V. STEEL. ;I�:;(ii.. CENT SEE "D')'- H T ESiRUT AT -ACHED r -' S_ KS! MIN. I;-}.;'} T U' - : AT EACH HINGE LOC nON WITS{ (2) 2xC ,1,(ll.z_7.0 `•'I;HP, _I07G STRt1C,i11RE ATTr'„ 'rs :1 1/4"x3/4x SELF TAPPING SCRENS. (NOT TD BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2,,6 VERTICAL JAMBS; `E eZCCb Ua.i -iGS(8 € r un 1 '17 080,9 'f2 4u r.0 ctlstri (7L1 £Pt#C?5 :I.�;mrkl;ztle t+iuluc3 Cont'roi I �ESTuN;'E�f;lIVEER: MARK WESTERRE!.D, P.E. i3LILD?NG TY'= I iFASTENNE lPF. MAYUMUM .UN -CENTER ;DISTANCE ial- wrEN F'ASTF..NERSx. STE L W:'tSH,ERS REQUIRED .ILLO11 CMU DL DCK -,,A LL Sl4 x 1 1/d :Il EMBED ..�iRA N o RE'•C ANCHOR - 5 1/2, 1' ELD. CROUT-FILLED CHU BLOCK :14 x 1 J/ „N. EMDEJ ULTRAC'ON CCNCR-r",'-_' ANCHOR 017. P4 MIN, CTINCFEE './. N";. F '1.V Tr. N R_fE AN HCR 200D t' I MINCON CRETE Ills' x 7 9/ .,I. D tD TA C N COYCRt TE A.NCHOF: 17 1/2' 2W0 PS' MIf CDR' R,= 2'5 % 1 3/ MIAd. EMNE;, LC-=-i ANhR Ti E SLE;vF ANCHOR 40i-0 PSI MStt 'yNCR TE j3/S' %1-3/4- Ml"J DES d ,1-:T ANKR T:TE SLEEVE ANCHOR I24' : iNULUDED b/00D ERA,,. (_iYP 0.55 SG) 1/2' x LAG SCR_d fASii1, A307, CRAB A> 1-5/8' EMBED INTO STRUCTURE :4' j 1' 0.7. 14GA STE.-I. (0.060' NIN.' 1/a'-L4 x 1' TT'.I SDILDEX TFCS SELF-BRILL°NG FASTENER 7 L/2' _ 1- 0.11. 12GA 'STEEL (0.105- MIN. 1/4-14 x 1' -i'U SUILI)EX TEKS SELF-DRILLINC FASTENER 112 1/4' RD. 1/9' STEEL 1/4'-14 x 1" M DUILDEX TEKS SELF-SRILLING FASTEIJER -�1- 3/4- ! `' La ° RST (B.OTTOM) ANCHOR STA.7TING AT NO MORE THAN.HALF OF THE MW-JUM. ON -CENTER DISTANCE HIGHEST ANCHOR IN;BLED AT !EAST, AS HIGH AS THE DOOR OPENI;vC. CLOPAY DOES NOT SUPPLY JAMG ATTACHMENT FASTENERS. MINI - F MUM DISTANCE 0(TW?:GJ CENTER Or ,ANC}{p„ AND EDGE OF GDNGRE^,T_,• 2-1 /2", IXGLJDf!JG STUCCO TNICK"165. EXCEPTION FOR TAP CON - MINIMUM 'E'OCE DISTANCE FCR TAFCON FASTEJER 15 1-1/d", EXCLUDING STUCCO' THICKNESS, PIPER JAMB rUNFlr,URA'T1'LNS: P.F.FF.R TO DASMA TEIS-i 6`. A LICENSED DESIGN PROFESSIONAL MAY ALSO 5E EMPLOYED TO APPROVE ALTERNA cc FASTENERS AND/OR JAMB CONFIGURATIONS. 27 GA. STEEL GALV. INTERIOR SKIN j WITH A EAK[:U-OM PRIMER AND .A : L'Ap D-CO{_E,OLYESTEH.-PAIN T"ED... --ONE 3' U-BAR ON THE BOTTOM, OF THE L% BOTTOM SECTION (SEE VITA' "E"). EACH Uxl U-EAR ATTACHED AT EACH HINGE LOCA11 ON ' WITH (2) 1/4"x:3/4- SELF TAPPING SCRE'VIS, 13 CA, MIN. CALY. STEEL BOTTOM BR+CKFI. : ATTACHED WIP.i (4) E14x5/5- SHhzT METAL SCREWS. I ALUMINUM EXTRUSION & VINYL ';M4JH=RSTRiP. SECTION A —A (SIDE "EYD DSIU(-�.—T477 I U.. GN I (;.'',( S�T.LI. P.S.F. (sa: -.`. 6 0 ". S.E PART NO.: N/A UN •t.toa oN a TOLERANCES NVES oa .0 m f.O31 m �� 5�D I®:iug pm.L Corsi D58J D kc E elewlti WI PdDLOAD RATING Meson off -SURE USA ,va J P 5 0 T T:1. xa sls—nD—,aDa Fx Mtn. 513-7701,6`,J DESCRIPTION: MOCERN STEEL 2" INTEI-UCORE +50/-56 PSF TO ,;. 1 ; •00 - i ?l6 _COO a tAD;i .00ODDRAWN } DP9-- = iT/2' BY: SH DA; E: 12/2015 SCATS: NTS CHECKED PY: MWW DATE: G%ILL/Ts SHEET 3 OF 4 SIZE 13 ARE E III ae j CIM°.It5:DN5 UiC�.Ea. DWG. NO.: 105050 VFR: 3f-D LL Bi?A;JD MODERN STEEL COMMERCIAL DCCR3 ...._ _ FLUSH GRCC`lED ! FLUSH f. 'G7gq"'LT7 CLOPAY I I '920F, HDPC'29FOS, HDPCR2I 37;[ j 3729 j 1 HOLMES -- C7P.20 i " TRACK ECNFIGURP:f'ON �K>•, COUN:"FF=A:ATICE h'Sr s.! _. .. ., .. r 13 GA GAL'V..STEEL -U,^ BFcA^KET A'TACrEO,. TO tL T E C U B LE T RA"I( HE ORCOM, HI- M- 1RACK, i / JAMB tTH (-) 5/1 6' X 1 -5/3" LAG SCREWS AND TO TRACK WITH (7) 1/ 4" R^/EIS THE 2OC' TRACK' TP1�CK, AND VERTICAL '1FT � - TRACK ARC AVAILABLE � ��-PS REOUIREU. SPACING NOT 'TO EXCEED ' v.-. OPncNs. Tw-ic .,ONFIGURARDN I� A6GVE THE DOOR OPENING 53, GALV. STEEL `iLACK.. GOES NOT AFFECT THE '� WIND LGaO RAi1NG. -- TRACK THICKNESS: OXOY. i t20DGCT Revis Gt3 x .�: JLHRCAL TRACK TO BE BRACKET 1 '"nIP1) 1 ,•iti't tlt HI t da '6 A.JLh-T OR ANV;E MOUNT U 1 !thing d z J (LDUTIYUOUS OR RE+Ji mm" m )f4-' S7 S7uO8 S? w I I 3/4 x2-1/4'xtZ GA MIN.). Al L x rirmtieta L7.^71r U+J!O(3;'„D22 1 ,.RAfKETS/1RACK CUPS ARE 12 GY lit -'--- V.s:Et:_ BRACKETS/CUPS ARE } ATTACHED TO TRACK 5!I:H 1G' �Wo 1/4' P,IVE'S OR CNE i%4" Myanii 7i+it., 1 ic=raur.i Guntroi . ;{ 3-T/2" :,CL' AND NUT. S TRACK CONI'7GU JP DON, 'iDIE UOIIBLE TRACK I,IAD.tCOM, HL-Urt TRACX, �... . FOLI!C,,V-11IE- ROOF TT+A.C,( ANO VERTICAL LlfT TRAC (.?RC AVAII AMF. -nRACY. CCNIIGURArION ABOVE THE DOOR OPENING fY'ES NOT AFFCC' THE ._ ..... 'WgNO LOAD RADNG. —U 6�� f R "jj' 7 T DESIGN ENGMMR — !WAR)--, WESTMFIELD, F.E. . 4 . . ... . . . ... .. .. . . . .. .. . . . . • . . . . : : IN $ EE.. • • • • � iF'' d ..+ _ ONE D/ • • •• • • •• • • • • • ••• ••• SEE REVISION HISTORY ON SHEET ONE. H"RiZCNTAL TRACK ANGI F. idOU!. I .A!. _,C -r,I.1RAT10N SUPFOP,T 9Y COv'R INSTAL.FR (70 SJ ), 2x6 FV JAME (ff PRESEI•(T: • • • •JF_yje•DOUFXRA'IC# • • • • SEE JAMS NOTES ON SHEET 3). • • ifi0� VERTICAL TRACK TO BE CONTNUDLS �- • • • • F3 { 'U JAIA ^QNFlOL'RATION OR ReVERSE ANGLE 12 GA. iRACK 'v'J }I • • •- CLIPS ATTACHED TO 'WALL A`�f,LC IHEIGh? ":. �I • • • •n t•DC/R OVERLAP (GCH SIDE)-{ AI WITH TWO 1/4" RIVETS Po CUP. • • • • • • • • • OP710NAL STOP IdCJ�OING _ TPJACY CUPS ARE ATTACHED TO { rT-BY IWi-TALL 7` (TO SUFi• Tw•CK WI, ONE 1/4' BOLT AND tE GA GALY. 5-3/i WIDE SIEkT. ;� to .5'AUT. FOR WOOD JAMBS: ONE Ei�'r`Y!•F ^ r5 a7 5/1s' x 1-5!8" LAG scRE:'t AT B UDLE-EhO-STILE F!S'.EN7: Af^i (1) _` EgC'N TRAC?( cup LOCATION. AC50 1 '2" i4hFEri SCREWS - AT A7 LEAST'TWO LAC SCREWS LO!:ALED ABOVE VERTICAL/on7C>TAL TRACK2-1/2CACALM. STEEL TRACK 4CCD JAVSS JUNC'IDV.BRACKETS FAST:MED TC 10-6')118, WITH 5/16' z 1-5/6" LAG SCREWS. I 'I 7/7G" L0. RDUND� NOT TO CEO 74" ON -CENTER. �74 GA. CAJV. STEEL CENTER HINGE FAS1?.T,iD 70 t� 1__ O' 1 �4" F FAST' - FASTENER. NUI' .FASENEP,. SEi':T10W W/(A) EACH ,�14x5/B" SHEET N=_TAI, SG?EV/S. t •-O..'6^ (-14 GA, GALL STEEL P.OU-'R HINGES FASTENED TO ENC STILES W/(4) EACH a1xx5/a" IL SHEET MEAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE 0�6 2" GA G4L'r. 5 ='EL �rdCK AS"'It� TO GA. GI L`J. STEEL TACK 4H KEfS SI` —'L WIT1i EITHER (2 1/4' CIA. RIVETS DR 2" OU,. : t/2" LONG STD.f, 10 OFLL 6TLE1. RCLLEP. WITH SILL OR NYLON 'IRE. '14-a" t5-�n1 x 5/e" BOLT 6 NUT PER eym1N C->: .. TRACK BRA..YET. E4•,J LHR BRACKET'(2-t/2" z 5-4/4' z 12GA) PP•,ET'ARA'I'ION OF .IAMD=?T,¢7NER_. ATTACHED WITH (21, 1/4" x 3/4" SELF TAPPING ,1�E..CO'JFlGUgATION CENTER HANG REO'JIRED FOR FOR ',L" 7RA K COORS OVER B' HIC:H. GA.Y. T.VERF3: Si_El. TRACK AND ANGLE. TP.ACK I THICKNEZS. 0.1017. A,NXE i'H CKNESS: 0.080'. L' IJM. AH-LE DIM'EN51015 3-1/4 z 2-7/8", \_`FRTICAL/HCRZONTAL TRACK f 14' MAYIMU,M, SPACING 'JUNCTION. TWO 1/"- SOLI-- r— FPOM LAST YCUNIiNr tz INL1,._ FOR EACH TRACK. j SLOT TO TRACK JUNCTION ACOTRONAL MOUNTING SLOTS SPACED AT 12" CENTERS. �12' ON CENTER 1" ODOR OVERLAP (EACH V.VE 2z6 SYa JA.MO CIF PRESENT: SEE JAMB NOTES ON SITES HORIZON A: TRACK S'.'PPCRT BY DCOR INSTALLER -C. SUIT). . 3-1i4' z 2-7f5' M(N, z CABO' TAPERED Ll r SIRENS. NOTE THAT LHR BFvl�,(ETS ARE ALSO UxD CMH -DOU5LE 6N0 SIT AS SHOYIN N ZONE_ 8-3 SHEET C FOR BOTH '- Olt A!1 D r 3 Ia `f (AVA;L FBOTH MI ' TRACK) h( CUUBL F,'. HORQCNTAL OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SJft). 16 SA GALV, S-3/4" STEEL DCUE1L.E-FWD-STILE J FAmi-,NSD WRAP (.) 8 x 1/2- YIAFz-R SCRS:?. FJ:GLE. SEE LAG SOLT MOUNTING AT TRACK - '—"'-�I I�"'( ?j 14 GA. GAILY. STEEL rFJ+'1fR HINGE CONFXIUP.ATIOH DELAW. -~ 7/ 6' I.D, ROUND ASENED TO SECTION )7/(4) EACH 1 l PUSH NLIT 1.1x5/e' 5HEE METAL SCREWS. 1 1 F.VY'•_NER. 0.101- 1,,"CK 3- GALY. STEEL TRACK FAST cNED �74 GA. CAL'1. STEEL. ROLLER HFNGES FASTENED TO END TO TAPEPZ, ANC, TRACK AT'I"ACHE, TO 1 SnLES Yi/(4) EACH "14�/8' SHEET METAL SCREWS r TAPERED ANGLE T:Ttri ONE "/4 z5/6" BOLT X AND (7) 1/4' SELF TAPPING SCREWS PER ENO HINGE NUT AT EA:.H MOUNTNG SLOT. � 3 A, e-1/2 LONG STEM CALL k7FARU:C STEEL'ROLLER. +.n- (`-ONE Y'nACK BOLT eND NUT AT EACi P PARA-1 h OON�At,tPS ' Ofn F. A 'p _. MouN-1NG LOCATiOtJ, I RF -�—L �. `lu SZl.J'A IF471 DOOR VFTICA- JESIGN LOAD`' -.50.0 RE.--56) r �AKRr NO.: N/A Z,. . ECO. T' 2ACY, LENG'H 1 Stcto. OLh H B5&: U e 3Eu1 wM� :T.NHLDAI Rn fIf.G��_ _ TOLERANCES «n I , ®a�, u , BH 4 34D 1 sA / ( . g,A Tel, Na 1 0 460. 8�!, [] �j ' I .0 = t.031 I BuT3ny Prcducb Cuurpunj tx 6V 513-+18-4853 I LTV• V .Li 1 _.J O 0 0 IDE " Oti-c 5/'6' x 1-5/a" LAG SCRFT SPACED AT THE: SAME ,DO i.015 t0' DESCRIfTiION: 1.IGCEHNr STEEL 2- IN aLEORE f50/-55 PSF TO 13' 12 G 1-4— 'u TAKCES AS THE TRACK BOLTS (LE 3-7/2', '0-, .2-- 3.1', D00 .� f..^.OS __ 45', ETC., AODRIONAL LAO SCREWS LOCATED AT 1-0. 25'. & ,C000 ~a i:Aa7 !DRAW:' BY. SH DATE: 12/2075 SCALE: NTS DWG. �31 16T�'9' 40' FPOM BOTTOM. TWO Liss SCRFIVS ALSO LO".dTE0 ABOVE Vc�TCAL/HORIZONiAL TRACK JUN!TCIt. CHECKED BY: h?\'JYJ DATE: 6/28/1 B SFI E7' $ OF 4 ,5[LE ✓ : : 15*.._0`1 2JB Unless SNS ARoll: 01MFN5!DN5 E IN INC INCHES.. DWG. NO : 105050 I vER; M-D l