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WS-14-2453 Miami Shores Village Building Department N 0 V :7 ;214 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 20 10 BUILDING Master Permit No. 9�` G03 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑)J�I?"OISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP -f-CONTRACTOR DRAWINGS JOB ADDRESS: lD b1/V vl l (e City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes-N O Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C-f_Na'(l ne#: Address: tt_ City: C MAXW Sl Y R-5 State: OLI Zip: I Tenant/Lessee Name: Phone#: 2"$ to z+2to --)--+45 Email: el CONTRACTOR:Company Name: ao_� Phone#: amo Address: City: State: Q. 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 E?Repair/Replace ❑ Demolition Description of work: �t. C.r' Q� 0 6 Yep �4e- `ex-o-6fr?cj Specify color o color thru tile: Submittal Fee$ Permit Fee$ -G�) CCF$ V CO/CC$ Scanning Fee$ - Radon Fee$ 0 DB�PR$ 2,, Notary$ 6 ,(33 Technology Fee$ � ��Training/Education Fee$ &-` q�) Double Fee$ Structural Reviews$ Bond$ J0 TOTAL FEE NOW DUE$ ® 6 (Revised02/24/2014) J 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 t,e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. C4Signature '// Signature OWN R or AGENT CONTRACTOR The foregoing instrument s acknowledged before me this The foregoing instrument was acknowledged before me this day of 20by day of .20 , by C*lw is personally known to ,who is personally known to me or who has produced 1J��`� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: 0%11li1rrrrrrr�� NOTARY PUBLIC: ..o.�1. %,,,',. 1s Sign: 65� �U�o'J Sign: Print: _ �+ = Print: Seal: e �o � �\� Seal: °o APPROVED BYlU Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) C l p� ° Miami Shores Village Building Department an Kam 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 4— !L DATE: ADDRESS: S n, w • qO Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,RS 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. i Please read and initial each paragraph. 1. I understand the,state law requires construction to be done by a licensed conxactor and have applied for ar.owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building If the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. pv/ Initial_ 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of-the construction. l 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 anAy county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial �,/ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. k 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 850.487.1395 or h :/hvww.m 4loddalicense.comtdb r/ro/cilbriindex.h h f Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: d / Initial v 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,of changes to any of the informatio at 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. n N,''- Was acknowledged before me this qday of ��"'"� , 20 ByETIJNArl 61Lf`� who was personally known to me or who has `��o� Prod d there License or as\'de�l"pe y,� 01 ER g44Z190 �• '0/111111100 L. MecaWind Pro v2 . 2 . 5 . 0 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright www,mecaenterprises.com Date 11/01/2014 Project No. 14-100 Company Name : S & A ENGINEERS, INC. Designed By EMS Address : 77 d HARBOR DRIVE, #26 Description WIND ON GARAGE DOOR city KEY BISCAYNE Customer Name RHO NA [`uaR3:ES State : FLORIDA Proj Location : 265 N.W. 92ND ST., MIAMI File Location: C:\Users\esantiago\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) - 175.00 mph Structural Category a II Exposure Category C Natural Frequency = N/A Flexible Structure a No Importance Factor 1.00 Kd Directional Factor 0.85 Damping Ratio (beta) 0.01 Alpha - 9.50 Zg = 900.00 ft At 0.11 Bt 1.00 Am - 0.15 Bm = 0.65 Cc - 0.20 1 = 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Slope of Roof - 3 : 12 Slope of Roof(Theta) - 14.04 Deg Ht: Mean Roof Ht 11.75 ft Type of Roof = HIPPED RHt: Ridge Ht 14.50 £t Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type No Overhang Bldg Length Along Ridge = 41.00 ft Bldg Width Across Ridge® 44.00 ft Length of Hipped Ridge = 23.00 ft Roof Slope on Hip End - 31.43 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 - 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht g 15.00 ft lzm: Cc*(33/Zm)^0.167 a 0.23 , ' Lzm: 1*(Zm/33)^Epsilon - 427.06 .ft 1`O Qµ so),, Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - 0,92 ®N �~„r......,, �r Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)} m 0,88 Gust Factor Summary •.D+[ N®. 19f 73 v Not a Flexible Structure use the Lessor of Guatl or Guat2 0.85 -.'� �I Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi *Ovid GCPi Internal Pressure Coefficient = +/-o.la :; SPATE OF Topographic Adjustment ��� �Bp /�►f' �.'` Kzt3(0.33*z) : Topographic factor at elevation 0.33*z #, 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z))^0,5 175.00,,p �rPff!l114��� MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 Total Base Reaction Summary �•••i• • • • 0000•• Description Fx FY Fz Mx woo • M, • • • Kip Kip Kip K-ft K-$40•••R-ft 0 099•• 00.91• Normal to Ridge Walls+Roof +GCpi -0.0 12.2 53.0 135.0 @ 0 0•0 0.0 • •••••• Normal to Ridge Walls Only +GCpi ,0 14;1 .0 63-7 •!e•• .0000 8000• • • Normal to Ridge Walls+Roof -GCpi .0 16.3 1.4 -6:5 •0 94• �0••• 00000 Normal to Ridge Walls Only -GCpi .0 14.1 .0 63;7 : •4• • • • ..... Normal to Ridge Walls+Roof MIN ,0 .0 .0 .0 00.••%*• .0 • • Along Ridge Walls+Roof +GCpi 14,0 0.0 53.3 0.0 -165.319 0.0 •• 0000.• Along Ridge Walls Only +GCpi 15,3 .0 .0 .0 Along Ridge Walls+Roof -GCpi 16,8 ,0 3.4 .0 -62,. • 8- • 0 • • • Along Ridge Walls Only -GCpi 15.3 .0 .0 .0 A9,10 • L e o% 000908 Along Ridge Walls+Roof MIN ,00 0 ;.0 • ,a0 • b 0 0 • • • •0.00• 004 • Notes Applying to MWFRS Reactions: 0000 Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear Calculated with or without roof. Note (2) X- Along Building ridge, Y = Normal to Building Ridge, Z - Vertical Note (3) MIN = Minimum pressures on Walls - 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 1922.40 sq. ft Note (6) LC - Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" 4.10 ft Description Width Span Area Zone Mas Min Max P Min P ft ft ftA2 GCp GCp psf pef GARAGE DOOR 1.30 8.00 21.3 4 0.94 1.04 38.08 41.47 GARAGE DOOR 1.30 8.00 21.3 5 0.94 -1.28 38.08 -49.68 Khcc:Comp. & Clad. Table 6-3 Case 1 a 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd „ 33.94 pef Or _*a T40. �ygr7/3 � r ._sop I 0 *a • sees •••. • ••.• sees ••..• • .sees. as n seen 0 • 'EXISTING CMU WALL EXIST. GARAGE EXISTING LOW WALL EXIST. REfNF. BLOCK WALL ON BOTH SIDES OF GARAGE DOOR OPENING. s—V--'EXIST CONC. BLOCK INFILL TO BE REMOVED FROM EXISTING 8' X 7'6" OPENING DEMO FLOOR PLAN SCALE: 1/4" = 1'-0" EXISTING CMU WALL EXIST. GARAGE EXISTING LOW WALL EXIST. REINF. CONC. LINTEL ABOVE EXIST. REINF. BLOCK WALL ON BOTH SIDES OF GARAGE DOOR OPENING. ♦q ®t1l I�8pdpljo.1� pp NEW 8' WIDE X 7'-6" too. 19673 Nces HIGH GARAGE DOOR - l4 W= AT or0 FLOOR PLAN '� ��� �•�"�? �`�� SCALE: 1/4" _ 1'-0tt l - —. �.. ►� ...... t as so • 4 a • a y • I :1 DODGE I �" j {�A. • .. .. . • I 1 a ! SOUTH ELEVATION J SCALE: 114-0- = 1'-0" 4 � M IAM 1•DADE MIAMI-DADS COUNTY $ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%xmiamidade.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 Mian!-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(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 perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hiuricane Zone. DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0"Wide Iv/ Optional Impact Resistant Lites (DP+42.0,48.0 PSF) APPROVAL DOCUMENT:Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant Lites",sheet 1 of 1,dated 06/13/2008,with revision 5 dated 01/06/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo, 1400 West Market Street,Troy,OH 45373, 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 inger surface ofapanel. •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed an'd 8rezias been no.change in • the applicable building code negatively affecting the performance of this product. Osseo* :••••• •••• • TERMINATION of this NOA will occur after the expiration date or if there has been a reg elen or change i!ti the ;.,•.; materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en4&%Mgnt of aJ►y'lirbduct,f& sales,advertising or any other purposes shall automatically terminate this NOA.Failure to cb pty with Ws"t:>`tion of this NOA shall be cause for termination and removal of NOA. **see* o O s ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,*Aa aa, and followed by t ie a 0 • expiration date may be displayed in advertising literature. If any portion of the NOA is c spay 0,then it stall be done.•a in its entirety. •••••• INSPECTION:A copy of this entire NOA shall be provided to the user by the manufactuTV.&it,distribulwS and shc>! be available for inspection at the job site at the request of the Building Official, so:* This NOA renews NOA#12-0125.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. ' NOA No 13-0625.06 Miar�ubaoecory Expiration Date: August 21,2018 Approval Date: August 15,2013 � I Page 1 z Clopay Building Products Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1,dated 06/13/2008,with revision 5 dated 01/06/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "'Submitted under NOA #08-0618.43" 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 24113.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 9'x 8',24ga steel garage door Model 94W7 with windows,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology,Test Report No.30160-04-63365,dated 01/26/2005,signed by John D.Lee,P.E. C. CALCULATIONS "Submitted under NOA #48-4618.43" 1. Jamb anchor calculations,prepared by Clopay Building Products Company, dated 06/13/2008,signed and sealed by Scott Hamilton,P.E. 6666.. 6666.. D. QUALITY ASSURANCE •••• 1. Miami-Dade Department of Regulatory and Economic Resoumos,WR) •••• *see** 666.9. 6666.. 9999 6666 . 6 6666 6666 6666. .. .. 69 99 .999 696699. 00 999969 6666.. Carlos M.(Utrera,P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21,2018 Approval Date: August 15,2013 E-1 Cloywy Buildin Products Com an NOTICE OF ACCEPTANCE-* EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering &Testing,Inc.,Test Report No.HETI-06-A002,dated 12/04/2006,signed by Rafael E.Droz-Seda,P.E. 2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. RETI-06-T566,dated 12/04/2006, signed by Rafael E. Droz-Seda,P.E. 3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T CIear Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-06-T634,dated 12/04/2006, signed by Rafael E.Droz-Seda,P.E. 4. Test report on Self-Ignition Temperature per ASTM D1929,Rate of Burn per ASTM D635,and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC Laboratories,Test Report No.ETC-06-1024-17496.0,dated 05/26/2006,signed by Joseph L. Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC,dated 06/13/2013,signed apd sealed by Scott Hamilton,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013,signed and sealed by Scott Hamilton,P.E. ,6666. . 60.6•0 6666.. • 66••6• • •0000• • ••666• • • • ••6••• •6•• •666 • • • • • • 0. • • • • • • •• •• •• ••666 • • 0000•• • • 6 • • • 66.60• 6.66• • • 6 •6.66• Carlos M.Utrera,P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21,2018 Approval Date: August 15,2013 E-2 4 3 2 CLOPAY MODELS 84A, 94, 98, H94 REV eA1E VE=tP110N IDEAL MODELS: 4RST H4ST, 4F END STILES ATTACHED TO ODOR SKIN WITH PATENTED TOG-L-LOC SYSTEM. END SALES 02 Os 16Jo1 c-40 MIN. WAS c-60 ' HAVE (2) TOG-L-LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE: SECTION B—B 03 04/2003 ADDED EXTENDED HEIGHT MODELS HOLMES MODELS: 48 . 21-SECTIONS HAVE (6) TOG-L-LOC CLINCHES: r.� TAIL .b. O4 06/13/08 ADDED OPTIONAL IMPACT RESISTANT UTES. . IW SECTIONS HAVE (4) TOG-L-LOC CLINCHES. 05 01/06/12 AFFIRMED COMPLIANCE WITH FBC 2010 TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS. DETAIL ,D, ~'MULTIPURPOSE© BY DOOR INSTALLER{TO SUIT}. ATTACHED WITH TOG-L-LOC [(2)AT TOP & BOTTOM) �•" `�. HIGH BOND Tom• CENTER HAND REWIRED FOR LHR TOP BRACKET D URETHANE ADHESIVE (ALONG CENTER). OPTIONAL OECORAWirvE OECORATNVE DOORS OVER W HM. SCE HORIZONTAL D ^•—�^A SNAP-IN INSERT. :j RONT FRAME FACADE. D ONE ROW OF IMPACT-RESISiANT GLAZING IREt01!ffi 1 \ GE SSG4000AC STRUCTURAL VERTICAL TRACK ATTACHED,ib FLAG BRACKETis u t< TO OR(NOT(SHOWN)QR NEXT-TO-THE-TOP L SUCOZiE SEALANT. WITH (1)3/8-0/4-CARTAGE SOLT, (bUBLE TRACK SHOWN I I AA MAX GLAZING SIZE 1S 18-1//2'x It". 1 GLAZING IS INJECTION MOLDED OE LEXAW SLX2432T. 0.188 1 13 C!L GALV. STEEL FLAG BAACKE7.EACH FASTENED TO LOW HEADROOM OPTION AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH ` WOOD JAMB WITH (3)S/16`x1-1/2'WOOD TAG SCREWS. AA IBC/5 C 2608. 55EEt�: SECTION 8-8 F�ASSEMBLY DETAILS. `�`.�.�.�•j� OppR T P M S e1 iMP/tCT RESISTANT VERIiCAI TRACK ATTACHED TO HORIZONTAL HEIGHT 'ti' l X2 3 4 X5 6 it ONE-PIECE INJECTION TRACK WITH(2) 1/4'x3/4 TRACK BOLTS. 6-6 -1 t0 3S MOLDED GE GE LEXAN 7- 7 -i 1 68 7- 3-1 2 107 i SEE INT£RM£p. HINGE FRAME GLAZING.GLAZ C. 8-0 88 3-T 2 TO 34 58 - V DETAIL. n 8-6' 94' 3-1 2' 10' 34' S8- 82- - I LA W1 LAI U I POLYSiYREHE RETAINER _ _ Ir FASTENED TO FRAME WITH1 10 4- 3 rt SEE END HINGE DETAIL, (toj /a x 3 4'PAN HEAD a 2'GALV. STEEL TRACK, -6 3-1 2 IO OIg �" TRACK THICKNESS: 0.060'. ! - 112- 3-1 2 SQ 82 1T- 124' = 1 _ _ LOCK POSITION (BOTH SMS).SEE 1 TIP. 82'" 106' LAYOUT OF EACH LOCK FOR DETAILS. 'X4' TABLE 3 STEEL TRACK GALV. GW V. INSTALLER RETAIL NUMBER C MODEL MODEL OESCMPT04 DOOR HEIGHT OF 'X3" 94.196' 4RSi,H4ST WW 84A, 40 AW TEXTURE,RAISED PANEL,GAIN.INTER.STILES SECTIONS* PREPARATION OF JAMBS BY OTHERS C w00pGR,vN IIERUM.FLUSH PANEL,GAY.INTER.SIRES 6'0- TO 7 0" 4 NOTE; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHAM LOCATION OF --r A 6 TO 89 5 'X2' BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE OPTIONAL VENTS BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING Max DOOR WIDTH = 9`-a' SECTION A—A Lag T t 7 .X1. CODES FOR THE LOADS LISTED ON THIS DRAWING. •STCnM ARE(MEIN IV OR 21•KCl INSIDE ELEVATION 24 c,L D 35.9- MN.EXTERIOR } DDG STEEL �- z' THICK JAMB TO SUPPORTING STRUCTURE ATTACHMENT ":ULX TAL (TRP)JAMB {AIId. YIELD 35.7 K51) EXTERIOR SKIN WITH 0-40 GALVANIZING, BAKED-ON PRIMER (NO LOAD FROM DOOR} SNAP LATCH ENGAGES AND A SAKEO-ON POLYESTER PAINTED T ; ONTO VERTICAL TRACK. TOP COAT APPLIED TO BOTH SIDES OF T. ALL THE LOAD FROM THE DOOR 1S TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 ONE SNAP MATCH OIN EJICH END STEEL SKIN. (ASTII No.A653). �"'•. VERTICAL SYP (GRADE )i2 OR SUTER) JAMBS. NO LOAD FROM THE ODOR IS TRANSFERRED TO THE SIDE OF DOOR? INTER. KG STILE 1 HORIZONTAL (TOP) JAMB. INTER. STILE STILECK 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. FASTENER BAR pE END ENGgEGESINTO�K 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR TYPE ADL E STILE VERTICAL. TRACK. 12 Gk GALV.STEEL TOP ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. ONE LOCK ON ROLLER BRACKET OUTSIDE EDD STILE BAR EACH SIDE OF (2-1/2' x 5-3/8). WOOD FRAME BUILDINGS HANDLE EACH BRACKET ATTACILEO INSIDE HANDLE SIN DOOR' W/(4) /14x6/8" SHEET STUD WALLS OF DOOR OPENING SHALL BE FRMIEO SOLiD BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP O.C. OUTSIDE KEYED LOCK EACH SIDE GRADE f2 OR BETTER WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER LOCK INSIDE SLIDE BOLT METAL SCREWS. ( ) +•+i+ SNAP LATCH L OPiKN4 TOCK BAR LOCKING OF DOOR. LOCK OPTION STRESS 1N BENDING (F,), STUD WALLS TO 8E CONTINUOUS FROM FOOTING TO TSE BEAMS, • • •••s+• BBLOCK WALL OR CONCRETE •• pp • 14 GA GALV. STEEL 2x6 SYP (GRADE H2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR ® • •+••• LJ+••i a {{{ END HINGE. EACH CONCRETE COLUMN, BLOCK WALL CELS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING 2x6 VERTICAL 2-3/4' 2-1/4' - FASTENED TO ENO BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS SHALL BE CONTINUOUS FROM THE TIE +++••• • • • STILES W/(4) /14x5/8' BEANS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS iO BE ••+•s 4 /14:5/8'SHEET METAL 1 SHIP LAP JOINTS. SHEET METAL SCREWS DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORO. •••• •++• • • & (4) 1/4' SELF •••• . ••+• ••�•s• ��p { PRt)DL)Cl RENEWED "•� TAPPING SCREWS. 7-1/2' 4010*0"Wit+ Flodd9 2-1/4-TALL x za GA. cay 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENDWIdiT 099660• : +•••• p o $ STEEL {MIN. YIELD 80 KSI); NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS + I (4) 144"11/4* - °�� SECTION. EXCEPT THIRD "W11114016 Eyp • T A U-BAR. TWO U-BARS PER • Rvftwion L< 1 FNO HutGES 19 Ctd,IRf�F�D1AT H SECTION WHICH HAS ONLY. TASTING£• STEEL' • •a•+s• yNfS 'B- hEW C ONE U-BAR. EACH U-8AR IZTWEEtL WASHyw� o •• • • By ATTACHED WON 1/4- SELF BUILOiNG TYPE FASTENER TYPE TE RE NEO? •a•••• MiTa1dl PFf>d+Ac(C011w T A E REACH (2 AND C-90 BLOCK HOLLOW OR T/4'x 3-(t-1/4-EMBED) STW VolTAPCON CONCRETE ANCHOR (2-1/2- MIN. EDGE DISTANCE) T'O.O. � •• • • JAMB CONFIGURATION SCREWS STILE LOCATION. GROUTED STOP MOULDING BY DOOR 2000 PSI MIN. CONCRETE T174-x 4 (I-V4 EMBED tTW TAPCON CONCRETE ANCHOR f2-1/2' MIN. EDGE ANCE 24 i 0.07 INSTALLER (TO SUIT) 000 PS M N. CONCRETE 1 2-x 4- 2-1 4 EMBED SiMPSON STRONG-TIE WEDGE-ALL WEDGE ANCHOR 2' MIN. EDGE DISTANCE 21-1 2 iNCLU1DE0 20 GA MIN.QALY. STEEL END STILE, 2-5/8'x27. ^•� 13 C0. CALM. STEEL BOTTOM w0pp FRAME 1 2- x 4 1- 8 EM D LAG SCREW ASTM A307 GRADE A (2-1/2 LAIN. EDGE STANCE 24 1 V.U. 20 GAL MIN. GALV. STEEL INTERM. STILE, 2x2". ; BRACKET (3-1/2'x 5-ij27 2000 P51 MIN. CONCRETE 11/2-x 4 (2-1/2- EMBED WEJ-IT SLEEVE ANCHOR (2-1/2-MW. EDGE DISTANCE 4 1 INCIATTACUD .e SHEET EO WITH (Z) 114x5/8' _ FIRST ANCHOR/SCREW STARTING FROM 84TTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. SHEET METAL SCREWS. 12 GA GALY. STEEL TRACK HIGHEST ANCHORjSCREW tNSTALLEO AT LEAST AS HIGH AS THE ROOK OPEN[ G HEI BRACKET FASTENED TO 1Y0p0 ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. EXTRUSION \ W +rA i A JAMB wrrJt ONE SER x1-•1/2' ATTACHED WITH 88x1/2'SELF YAPPING SCREWS AT 18- t . 1 IAA WOOD EAG SCREW PER BRACKET. ON CENTER SPICING ((6) SCREWS ON 91Y DOOR). ScO. I N .63240. /iDINGN LOADS: +42.0 PSF & -48.0 PSI. H 18 GAL GALV. STEEL INTER, HINGE FASTENED TO CENTER 2'GALV. STEEL TRACK FASTENED STALE W/(4)EACH 114%S/8'SHEET METAL SCREWS. TOLERANCES 00 - 1.03� r GAi.E= �• �p°i, j PAGE, HAX.SIZE TO TRACK BRACKETS. EACH N }itl IL�fJ�C^ • 'r BRACKET ATTACHED WITH ONE 2/16'ROUND PUSHNUT IS INSTALLED ON EACH ROLLER$HAFT. Unless Stoted Otherwise .000 = t.0T5 �W,r • 1 OF 1 9'01Y K 12,0!*H 1/414/8'BOLT& NUT gR TWO 14 GA.GALV. STEEL END HINGE FASTENED TO ENO STILES W/(4)EACH .0000 = t.007 eDATE, 1 O 1/4'RIVETS. J14xS/8'SLEET METAL SCREWS &(4) 1/4'SELF TAPPING SCREWS. WE b D6gt8es = �:T/2• =0, �• {� t DL'SCRIPTla& SINGLE CAR W7 PAN DOOR THIS PRODUCT CONFORMS TO CLOPAY BUILDING PRODUCTS gly •; DRAWN $Ye WITH IMPACT RESISTANT LITES THE REQUIREMENTS OF THE 2007 2' 10 BALL STEEL ROLLER 1-3/16 x? 16'x4- 8585 DUKE BLVD. AND 2010 IBC. t / ) Building i!ding F ro d u C fi s DRAWINIS NUMBER• VER, WITH STEEL OR NYl70N TIRE. MASON. OHIO 45040 ,1 'HECK£ ;r '� O ©� MD Company 513 SH 770-4800 � e'. SCOPE OF WORK ALL EXTERIOR WALLS AND OPENINGS ARE EXISTING CMU WALL EXIST. GARAGE EXISTING TO REMAIN. CONCRETE BLOCK INFILL TO BE REMOVED FROM EXISTING OPENING AND -- REPLACED WITH A NEW GARAGE DOOR IN EXISTING LOW WALL '- ,, ACCORDANCE WITH CURRENT BUILDING CODE. EXIST. REINF. BLOCK ' WALL ON BOTH SIDES .-- W, - � GENERAL NOTES -------------- OF GARAGE DOOR ; ----- OPENING. ------ rr ALL EXTERIOR WALLS AND OPENINGS ARE EXISTING TO REMAIN. NEW SINGLE CAR STEEL EXIST CONC. BLOCK INFILL TO R PAN SECTIONAL GARAGE DOOR TO BE INSTALLED W BE REMOVED FROM EXISTING 8' X 7'6" OPENING = IN ACCORDANCE WITH NOA. # 13-0625.06 -40 O DEMO FLOOR PLANU 1 2" GALV. STL TRACK FASTENED SCALE: 1/4" = 1'-0" TO EACH BRACKET 12 GA 2 4" GALV. STL TRACH ®�� z W BRACKET FASTED TO 2X6 JAMB H WITH 1%" X 1-1/2" WD LAG e� ® ��\®�� ®P� N p EXISTING CMU WALL EXIST. GARAGE SCREW X01 COUNTERSUNK 4"X3" TAPCO S Ir O EXISTING LOW WALL SPACED 104" O.C. � �� Ir Z EXIST. REINF. CJONC LINTEL ABOVEEXIST. REINF. BLOCK ����® ��-��O�PP���, WALL ON BOTH SIDES 2X6 WD JAMB ` --- ------- OPENING.OF GE DOOR GARAGE DR. ��® G �\ P 1'-4° 84° 1'-9 r p�' N, NEW 8' WIDE X 7'-6" J CONC ���` F`,�Cc\\% HIGH GARAGE DOOR U W - . of . 9 9 15-6 15-r ... FLOOR PLAN ; 2 " - " GARAGE DOOR JAMB DETAIL W W • SCALE: 1/4 1 -0 4 SCALE: 3" = 1'-0" LLJ mb... ••••� a • • • LP �.z T • • • ..... EXIST REINF. CONC BEAM •o U 3so ••• 1 STORY HOUSE F 13 GA. GALV. FLAG a ••• O Los ;•••• I I a TRACK BRACKET xe*m o SEE ENLARGED PLAN N " FOR WORK IN THIS I I I 2 STL GARAGE DOOR AREA +; I I I o TRACK zP _ V I I GARAGE12 GA GALV STL I I DOOR I BRACKETS II I c ____ 30-it I I I � AN 3 LE:SOUTH ELEVATION 5 GARAGE DOOR SECTION KEY PLAN SHEET 1 OF 1 SCA1/4" = 1'-0" SCALE: 1/4" = 1'-0" NORTH