Loading...
RC-09-1128 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 118763 Permit Number: RC -7 -09 -1128 Scheduled Inspection Date: October 08, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: , Work Classification: Garage Door Job Address: NW 110 Street Miami Shores, FL 33168- Phone Number Parcel Number 1121360030640 Project: <NONE> Contractor: MAX RIGZ ENTERPRISES INC Phone: (786)846 -4393 Building Department Comments REPLACE GARAGE DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 07, 2009 For Inspections please call: (305)762 -4949 Page 4 of 12 Miami Shores Village 10050 N.E. 2nd Avenue' f '••• Miami Shores, FL 33138 -0000 y N � Phone: (305)795 -2204 y .,.; A•� �� F �$ xpi E ration' 0 1301201 0 Project Address Parcel Number Applicant 1 110 Street 1121360030640 DEUTSCHE BANK NATL TRUST , Miami Shores, FL 33168- Block: Lot:, Owner Information Address Phone Cell DEUTSCHE BANK NATL TRUST CO TRS 3476 STATEVIEW Boulevard FT MILL SC 29715 - Contractor(s) Phone Cell Phone $ 1,0 00.00 MAX RIGZ ENTERPRISES INC (786)846 -4393 Valuation: w w _ ._.. ._....... Total Sq Feet: 0 Approved: In Review For Inspections please call: Comments: (305)762 -4949 Date Approved:: In Review Available Inspections: Date Denied: Inspection Type: Type of Construction: GARAGE DOOR Occupancy: Single Family Final Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Return: Classification: Residential Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ 0.80 RC48 -09 -35528 $ 119.55 $ 119.55 $ 0.00 Education Surcharge $0.20 Permit Fee - Additions/Alterations $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $119.55 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 construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 03, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 03, 2009 1 Miami Shores Village Building Department 10 050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. R� ''�' ®�► It PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) D OS eV F N ws cle v; oo # 3 V 5 V 5 7 5®O Owner's Address 26 G S Oze. sTe fq Ci Eu A A-t t state Zip 3 3 1 3 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) ! No no S4 City Miami Shores Village County Miami - Dade Zip FOLIO / PARCEL # 1 — O 69V Is Building Historically Designated YES NO � I (� c Contractor's Com Name �t..: Gn 1 I nc � y �� GZ '�°�s�e. •nom one # Contractor's Address y6 N :d 7&M . K t+_ -±LP Cit 6. State '�Z Zip Qualifier Name k Phon # (let 84 6 X13 93 State Certificate or Registration No. W 1 3a t Ja O Certificate of Competency No. `Archiiect/Engineer's Name (if applicable) Phone # ; Q. Value of Work For this Permit $ I GOO Square 1 Linear Footage Of Work: - Type of Work: DAddition QAlteration []New Repair/Replace ❑ Demolition Describe Work: QA�GC' j '�e1 IP Submittal Fee $ Permit Fee $ CCF $ Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --� Bonding Company's Name (if applicable) Bonding Company's Address city tate zip P 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 ELECTRICAL WORK, PLUMBING, SIGNS, . WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMOMNERS, 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 to the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contrac The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this rD day of '�icn.t , 20 , by So Ksl� �® J day of N 20 , by /'l f G --0 y c �,t�i who is personally known to me, who is personally known to me or w tan d ias Ir and who did take v as identification who did taMroi s �AiV �ce. a � . + l� :, �y �¢ r s ��' eov�v � ,,, ,o` � N OTARY PUB s1 � � w2 4-0. NOTARY NOTARY PUBLIC: . � 0 r' M(4A n r f 5 I N— W in Sign:. � Sign: 1 a• �D a x/6'esT6 O t9�& m .. - w c Print: t 14 Print: �e y My Commission Expires: a(/ Q m d a My Commission Expires: APPLICATION APPROVED BY: Plans Examiner do Engineer Zoning (Revised 07/10/07) x .: y � d MOP x� m i it � � h .. } Miami hors Villa a�a r Building Department •yy !. r.,ef ,6 10050 -NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; �y I DATE: —d ' T Contractor ❑ Owner ❑ Architect QPicked :up :2s ets o ns and (other) I I l Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: ® a RESUBMITTED DATE: PERMIT CLEARK INITIAL: Florida Building Code Garage Door Windload Design Pressures Report # DPR -090619 -B-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -05), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Max Rigzent M (UTZM ,1 1 NW 110 St. County JUL � � 2009 Miami Shores, FL 33138, Miami -Dade Garage Opening Size: 8' 8" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 560" Measurement of Nearest Garage Door Opening to Building Corner: 2'0" Positive Design Load: +41.1 PSF Negative Design Load: -46.9 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94W7, 8'8" x 7'0 ", Approval # 08-0618.03, Dwg # 101702, Windload Capacity: +42/48 PSF. • • :, . ' • r'; • �y � .ice • • " "s gn ads n above area are based upon the measurements listed above for "enclosed" buildings, and •..... q ' #�,iat a fJ being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for .0000 oi�le, ris , velocity hurricane zones. • •• 0 000 • • • <'r��, . • , • �• T� r ` ; do not address the jambs or structural adequacy of the supporting members. The building • "!ffici i n iner of the suitability of the garage door connections for the particular building or home at the ,,*see ' o ' tign.. "structural interface" of the designated door is the existing door jamb. The structural cdci 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. Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT S tt milt n, P. E. Florida P.E. License No. 63286 SUBJECT TO COMPLIANCE WITH ALL FEDERAL 8585 Duke Blvd. STATE AND COUNTY RULES AND REGULATir Mason, OH 45040 (513) 770 -4800 7/16/2009 M ' MiAMEpWDE � s MWM -DARE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 AUAK FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTORI.ICENMGSECTION On 375 -2527 FAX (305) 375 -2558 December 22, 2004 CONTRACTOR V6ORC "NT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Mr. Joseph R. Hetzel, P.E. (305) 375 -2902 FAX (305) 372 -6339 DASMA 1 300 Summer Avenue Cleveland, OH 44115-2851 Re:ASCE -7 -98 - Directionality, Kd Factor applicable to Garage Doors in HVHZIFBC 2001 Mr. Hetzel: Thank you for the letter of December 6, 2004 regarding the referenced issue. The following comments are provided. We concur with the interpretation provided by the Structural Engineering Institute, which indicates that per section 6.5.4.4 of ASCE 7 -98, Wind Directionality factor shall only be applied for calculating the wind load when used in conjunction with load combination of section 2.3 and 2.4. In X6 rt to disseminate the interpretation to all parties, we typically send memorandums to all building OtValss in nark l bade County. The information can also be conveyed at our monthly building officials mewpics. We can also discuss coordination of a seminar if needed. 4900 Corr inuing w�tF�.thl% discussion, we would like to obtain examples of how the process would apply in the 0 ;, 00 0 p1mVitting of 4galk" door. What we are interested in seeing s Crow the ga rage door Indus will use the $ � g �'Y 000 0• ecfUat0h in bothoseglons 2.3 and 2.4 of ASCE -7 -98. We will try to make sure we are all in agreement before • .. o • • isswInt : Znemorawk?m on the subject. . • 00• 00 .. :• If thil office can't�'af additional assistance, please contact us accordingly. 0 0000 0 0 . 0 00 • • ••. 0 . • • 'nceVel" • • •• e D. Gaston 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.\P RODCNTLI PCLEI7ER %SPONSEUNDUSTRY104DASMA04.doe Internet mail address: postmaster@bail&mgwdeonfte.com. Homepage: httpJ /www.bnilcling eonline.com OV 2 2064 74EL Structural Engineering Institute OfftAme.=Societyotc?ra November 19, 2004 Joseph R. Hetzel, P.E. Technical Director Door,& Access Systems Mauuffictmw Assooiatim Imkmadonal 1300 Sumner Avenue Cleveland, 073 44115 -2851 Dear Mr. kletzel, 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 13.1 states that "Buildings and other structures, and all parts thereof, shall be designed and constructed to support safely the factored loads in load conmbiustions defined in this document without exceeding the appropriate strength limit states for the materials of construction." So yes, the load combinations of Section 23 and 2.4 may be used in the design of garage doors. As you note in your letter, the standard permits the application of the directionality famr Kd only when bed; used in coniunctaion with the load combinations contained in Section 2 of the standard. The reason for this restriction is explained in the connnentary of the standard and is also discussed on the FAQ portion of SEI's website as follows: �... 9. Why can the wind directionailty factor (Kd only be used aural the load combinations • • • • ; :0000 �sya ed in Sections 2.3 and 2.4 of ASCE 7 -027 : . • . 0000 ' 0 0 0 0 • do theVtrength design load combinations provided in previous editions of ASCE 7 ( ASCE 7-95 00 0006 14emiller), the 1.3 factor for wind included a °wind directionality factaorlm of 0.85. In ASCE 7- • 0 ' 9 the► loading combinations used 1.6 Instead of 1.3 (approximately equals 1.6 x 0.85), and 0 0 ... , 0 00040 d i11r6Ctionality factor iS Included in the egaal3on for velocity pressure. Separating the ir cgpnality factor from the ioad combinations allows the designer to use specific • 0 : • • .' 0 • ' drrec p aiity factors for ea'dh structure and allows the factor to be revised more readily when 0 .• neVresgarch becomes available. • . 0000• 000 ; • ' 0. • 0. Thy you for your inquiry, an offtcW interpretation will not be submitted to the ASCE 7 00000 ; '�dsrcostte for balloting as we believe your request P� to the application of the • 0 • • • • • lord raTher thm the content of the standard. This letter is pzavided for general information • and is not intended to constitute a professional recommendation,. advice,. representation, or warranty of any bind by Sly ASCE, their members, or the signatories of this letter, and the foregoing assume no responsibility therefore. Sincerely, ram MCE7 � PPS., PhD Lawrence R Griffis, P.E. . Chair Wind Load Task Committee ofASCE 7 cc: James A.. Rossberg, P.E. Director, SEI of ASCE 1801 Alexandier Bell Dift Restorr, VA 20191 -4400 Phone: (703) 296 6380 Fax.-(7W)2966361 Web: www.selnstHLiW.org MIAMM:M) MIAMI-DADIZ COUMY, FLORIDA MM FLAGLER BUILDING BUILDING CODE COMPLIANCY OFFICE (RCCO) 140 WEST FLAGLER STREET, SUITE 1 603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.mi&m1dadegov/buIftg&ode 6opay Building Products Company 8585 Duke Boulevard Mason, OR 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use Of construction materials. The documentation Eubmitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authoritv Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration d s t a t e d b The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense Of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to m eet 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. 4 DESCRIMON: Steel SeEflonal Garage Door 9' wide w/ Optional Impact i(esis Lites APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites 1 of 1, dated 06113108, prepared b Clopay Building products Company, signed and sealed by *Scott k1amilton, RE., bearing tie Miami-Dade County Product Control Revision stamp with the Notice of **• • Accep and expiration date by the Miami -Dade County'Product Control Division. MISSAE ACT RATING: Large and Small Missile Impact Resistant 0..LABAqrj0? E u nit shall bear a permanent label with the manufacturer's name or logo, city, state and rMtement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. followid h elENEW.V this NOA shall be considered after a renewal application has been filed and there has been no * 0 0 0 *Of change in f4e.4pplicable building code negatively affecting the performance of this product. TER14A.TJON o f thi NOA will occur after the expiration date or if there has been a revision or change in *Afe matdNals, i;e, and/or man0acture of the product or process. Misuse of this NOA as an endorsement of lay product, for Wes, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT-. The NOA number preceded by the words Miami-Dade County, Florida, and 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 Ni -A 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 and renews NOA # 03-0428.04 and consists of this page I and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was revieive;� by Carlos M. Utrerz, P.E. NOA No 0&0618.03 MM. WXODIC�OLXM' Expiration Date: Aupst 21, 2013 Approval Date: July 24, 2008 Page I 7 Clopay Building Products �C�apy NOTICE OF ACCEPTANCE. EVEDENCE S—RANTEUR A. DO—WINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet I of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TE 1. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclie'vVind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC i 2411 1, TAS 202-94 5) Tensile Test per ASTIM E8 Along with marked-up drawings and installation diagram of 9x 8, 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01-08, dated 05/28/08, signed and sealed by David W. Johnson, F.E. 2. Test report or. Salt Spray per ASTM B 117 of painted 040 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 dated 01/26/05, signed by John D. Lee, P.E. • • - ....c. i QA.J�-CULATIONIS Jamb anchor calculations, prepared by Clopay Building Products Company, dated .:goes V.... 06/13, signed and sealed by Scott Hamilton, P.E. • D. JTY ASSURANCE .VW • 1 .. * Miami Dade Building Code Compliance Office (BCCO). . Aarlos U rare, Product Control Examiner NOA No 08-0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E-1 QQRA Buildi In �h-odu�cts NOTICE OF ACC EPTANCE: EVIDENCE S E. MATERIAL CERTIFICATIONS 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM 0155 of Lexan SLYL2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/06, signed by Rafael E. Droz-Seda, P.E. 2. Test report on Tensile Test per ASTM D638-96 of Lexan SLM432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 06 -T566, dated 12/04/06, signed by Rafael E. Droz-Seda, P.E. 3. Test report on Tensile Test per ASTM D638-96 of Lexan SIM432T Clear Polycarbonate, prepared by Hiurricane Engineering & Testing, Inc., Test Report No. HETI-06-T634, dated 12/04/06, signed by Rafael E. Droz-Seda, P.E. 4. Test report on Self-Ignition Temperature per 4STM 171929, Rate of Bum 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 05/26/06, signed by Joseph L. Doldan, P.E. F. STATE MIENTS 1. Statement letter of conformance issued by Clopay Building Pro6dts Company, dated 06/13/08, sigr-ed and sealed by Scott Hamilton, P.E. P- Statement letter of no financial interest issued by Clopay Building Products Company, • 0 dated 06/13/08, signed and sealed by Scott Hamilton, P.E. • 0 0 ..0 . 11 0 0 , 00 0• 0 0.0*0 0 0 G. 000*0 00 • •' . Notice of Ameptance No. 03-0428.04, issued to Clopay Building Products Company, • • ,,,,,approved on 06/05/03 and expiring on 08/21/08. • • • 0 * 0* 0 0 *0 • .. so 0 &arlos M. threra, P.E. ]Product Control Exanfluer NOA No 08-0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 4 3 2 CLOPAY MODELS 84A, 94, 98, H94 REV HATE DESCRIPTION IDEAL MODELS 4RST, H4ST 4F END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM. END STILES 02 03/16/01 G -40 MIN. WAS G -60 HAVE (2) TOG -L -LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE: SECTION B —B 03 04/2003 IADDED EXTENDED HEIGHT MODELS HOLMES MODELS 48 21" SECTIONS HAVE (6) TOG -L -LOC CLINCHES; �,—GETAIL , 04 06/13/08 1 ADDED OPTIONAL IMPACT RESISTANT LITES. • 18" SECTIONS HAVE (4) TOG -L -LOC CLINCHES. HORIZONTAL TRACK SUPPORT TRACK CONFIGURATION DETAIL 'D' V A BY DOOR INSTALLER (TO SUIT). (1) ATTA WITH STILE OC BET EACH EMBOSS, HIGH BOND TTAPE. CENTER HANG REQUIRED FOR LHR TOP BRACKET ATTACHED WITH TOG - -IOC [(2) AT TOP &BOTTOM] i D D URETHANE ADHESIVE (ALONG CENTER). OPTIONAL DECORATIVE \ 9PILQtl6L DECORATIVE OVER 8' HIGH. E DOUB SECTION (NOT SHOWN). HORIZONTAL TRACK - -► A SNAP -IN INSERT. FRONT FRAME FACADE. D ONE ROW OF IMPACT - RESISTANT GLAZING IN EITHER � GE SS"OOOAC STRUCTURAL VERTICAL TRACK ATTACHED TO FLAG BRACKET _ TOP SECTION (SHOWN) OR NEXT —TO— THE —TOP SILICONE SEALANT. W (1) 3 /8'x3 /4" CARRIAGE BOLT. DOUBLE TRACK MAX. GLAZING SIZE IS 18 -1/2' x Ti'. I 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO LOW HEADROOM OPTION GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH O.IBB� WOOD JAMB WITH (3) 5 /18`x1 -1/2' WOOD NAG SCREWS. / BC /FBC 2806. \ j SEE SECTION B —B FOR ASSEMBLY DETAILS.\ ` — / DOOR RACKET PLACEMENTS j I IMPACT RESISTANT VERTICAL TRACK ATTACHED TO HORIZONTAL HEIGHT "L` 1 I X2 3 4 XS 6 MOLDED GE INJECTION T TRACK WITH (2) 1/4`x3/4" TRACK BOLTS. 6 70 3 - 2 1 35 60 — — I SLX2432T FRONT m 7 —0 76 3 -1 2 10 38 66 — — FRAME & GLAZING. r — — 8 -0 88 3 -1 2 10 34 58 I SEE INTERNED. HINGE POLYSTYRENE RETAINER g - DETAIL / 8' -6" 1 94' 3_; 2" i0" 34` 58" 82' FASTENED TO FRAME WITH o - - 2" GALV. STEEL TRACK, 9 106 3 -1 2 SEE END HINGE DETAIL (10) #8 x 3/4" PAN HEAD 10 C MACHINE SCREWS. , TRACK THICKNESS: 0.060`. 10 _ 0 t 12 _ 1 " T O" 34 SB 82 t3 1'-0* 4 _ - - « 2' -O WIM LOCK POSITION (BOTH SIDES). SEE 136" -T " 1 34` 58" 82" 1 106 LAYOUT OF EACH LOCK FOR DETAILS. 2 STEEL TRACKXBRACKET. GAL V. TABLE 1 � I ! INSTALLER RETAIL NUMBER C MODEL MODEL DESCRIPTION DOOR HEIGHT OF "X3" 94, RS.r. H4ST 84a. `' � TEXTURE. RAISED PANEL, GALV. FITTER• STILES SECTIONS' PREPARATION OF JAMBS BY OTHERS C 98 4F - WOON)GRAIN TEXTURE FLUSH PANEL. GANV. INTER. STILES *0 T 7'O 4 NOTE THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL LOCATION OF -- r A 76 TO 8 9 5 "X2 "}_ BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE OPTIONAL VENTS 0" TO 0 6` 6 BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING MAX. DOOR WIDTH 9'- 0` ----- SECTION A — A 109 TO 12'0 7 CODES FOR THE LOADS LISTED ON THIS DRAWING. • SECIIOM ARE ErtMER Ir OR 21• HIGH N 24 GA. (0.0239' MIN. THICK) DDS STEEL 2" THICK HORIZONTAL (TOP) JAMB INSIDE ELEVATIO (MIN. YIELD 35.7 KSN) EXTERIOR SKIN WITH �( I" JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) G -40 GALVANIZING, BAKED -ON PRIMER SNAP LATCH ENGAGES AND A BAKED -ON POLYESTER PAINTED NOTES ONTO VERTICAL TRACK. TOP COAT APPLIED TO BOTH SIDES OF 1 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 ONE SNAP LATCH ON EACH - END STEEL SKIN. (ASTM No. A653). VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE • • 0 SIDE OF DOOR. INTER STILE I HORIZONTAL (TOP) JAMB. • IAITER. STILE • • STILE LOCK 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH • • • • • • • • • BAR IIA r SLIDE BOLT LOCK MOUNTING SURFACE. FASTENER • • • ' OUTSIDE GUIDE END ENGAGES INTO 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS f0 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR TYPE • ••• �••• • "• • • • OUTSIDE STILE 1 VERTICAL TRACK. 2 GA GALV. STEEL TOP ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. • 0 • • • • ENO ONE LOCK ON HANDLE ROLLER BRACKET • • • • • • R&EO (2-1/2 • • • • STILE " x 5- 3 /8"). • • • • • • • 0.90 DLE • ••• LOCK BAR EACH SIDE OF EACH BRACKET ATTACHED WOOD FRAME BUILDINGS • ••• 0 ENGAGES IN DOOR. STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID NT E 3 BY O LSS THAN 2x6 ESSURE TREATED SYP • • • • • NSIDE HANDLE 'TRACK ON W /(4) #14x5f8" SHEET (} PR MAX. O.C. • • • • 00 OUTSIDE KEYED OCK OUTSIDE KEYED LOCK EACH SIDE INSIDE SLIDE BOLT METAL SCREWS. (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER • • s • • • • • • • • • • • • • • • NAP�L�C OPTION LOCK BAR LOCKING OF DOOR. LOCK OPTION STRESS IN BENDING (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. • 00* • s • ••�" B •• •'•• 0 000 • . BLOCK WALL OR CONCRETE • • 00. • • • Q • • • 0 • • • • • • � • • 9 • • 14 GA. GALV. STEEL- 2x8 SYP (GRADE #2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR • • • • 0 • • •u • • • •" • 0 • END HINGE. EACH CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING 2x6 VERTICAL JAMB •• • • :• • • I_ A FASTENED TO END BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE • • • • • • • 969.. • 2 - 3/4• : • • 2 -I /4' I(` STILES W /(4) #14x5/8 BE0M TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE • • • • 0 • • • • (4) #14418` SHEET METAL SHIP LAP JOINTS. T SHEET METAL SCREWS DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. • • • • • • • • • • SCREWS ' • � • • 0 • • • • • �— � � TAPPING 6CREWS. � • 00 wadm 00* • • •• 9•• 7 -> /e• 7 -I /2• �R 2 -1/4" TALL x 20 GA. GALV. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT •••" •••��• • • • •' • • • • 0 ' 0 0 a . STEEL (MIN. YIELD 80 KSI) NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS • • • • TAPPING x CREWSELF U -BAR. TWO U -BARS PER SECTION, EXCEPT THIRD MAXIMUM ' 14 GA END HINGES to CJ I RM DAATE RING " SECTION WHICH HAS ONLY ON CENTER STEEL VI 'B yl .C• ONE U -BAR. EACH U -BAR BETWEEN WASHERS ATTACHED WITH 1/4" SELF BUILDING TYPE FASTENER TYPE FASTENERS REQUIRED? �it cblwlf SCR P EWS AT EACH END AND C -90 BLOCK HOLLOW OR 1/4" x 3' (1 -1/4` EMBED) ITW TAPCON CONCRETE ANCHOR (2 -1 /2" MIN. EDGE DISTANCE) 10 -1/2' 1" O.D. JAMB CONFIGURATION INTERNED. STILE LOCATION. ,00 GROU STOP MOULDING BY DOOR 2 20000 PSI MIN. CONCRETE 1 4 x 4 1 -3 4 EMBED ITYC 7APCON CONCRETE ANCHOR (2-1/2' MIN. EDGE DISTANCE 24 1" O.D. INSTALLER (TO SUIT) 3,000 1 MIN. CON RE7 1 2 x 4 (2-114* EMBED) SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR 2" MIN. EDGE DISTANCE 21-1 2 INCLUDED 20 GA. MIN. GALV. STEEL END STILE, 2- 5/8 "x2 ". 13 GA. GALV. STEEL BOTTOM WOOD FRAME 1142- x 4" 1 -5 8 RADE A EMBED LAG SCREW ASTM A307 G (2-1/2 MIN. EDGE DISTANCE 24 1 O.D. 20 GA. MIN. GALV. STEEL INTERM. STILE, 2 "x2 BRACKET (3 -1/2" x 5 -1/2 ") 2.000 PSI MIN. CONCRETE [1/ x 4 7. -1 2 EMBED WEJ -IT SLEEVE ANCHOR (2-1/2 MIN. EDGE DISTANCE 24 INCLUDED ATTACHED WITH (2) #14x5/8" 12 GA GALV. STEEL TRACK SHEET METAL SCREWS. • -FIRST ANCHOR /SCREW STARTING JRMAT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. HIGHEST ANCHOR /SCREW INSTALL AS HIG H AS THE DOOR OPENING HEIGHT. BRACKET FASTENED TO WOOD A JAMB WITH ONE 5/16 "0-1/2" ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. EXTRUSION A WOOD LAG SCREW PER BRACKET. ATTACHED WITH #8x1/2" SELF TAPPING SCREWS AT 18" SCOTT HAMILTON. P.E. H ON CENTER SPACING [(6) SCREWS ON 9'W DOOR]. FLORIDA P.E. No. P.E. DESIGN LOADS: +42.0 PSF & —48.0 PSF. 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER 2` GALV. STEEL TRACK FASTENED STILE W /(4) EACH 1144/8" SHEET METAL SCREWS. TOLERANCES 00 1.03 SCALE PAGE- MAX. SIZE TO TRACK BRACKETS. EACH 7/16" ROUND PUSHNUT IS INSTALLED ON EACH ROLLER SHAFT. Unless Stoted Cit+errovise .000 = t.d15 NOTED OF 1 BRACKET ATTACHED WITH ONE 9'0'V X 12 D ° H 1/4 ° x5 /8" BOLT & NUT OR TWO 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH Ema .0000 = 1.007 DATE. 06/1 3/08 DESCRIPTION 1/4` RIVETS. #14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. Degrees - 11/2' SINGLE CAR W7 PAN DOOR CLOPAY BUILDING PRODUCTS DRAWN BY S H WITH IMPACT RESISTANT LITES 2" 10 BALL STEEL ROLLER (1- 3/16 "x7 /16`x4") Building Products 8585 DUKE BLVD. DRAWING NUMBER VER. WITH STEEL OR NYLTON TIRE. MASON!, OHIO 45040 CHECKED BY= B 1 01702 MD Com an 513 770 -48Q0 SH 4 3 A 2 1 MJAW MIAMI -DADS COUNTY, FLORIDA METRO-DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/bul 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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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: Steel Sectional Garage Door 9 wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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. MnINATION of this NOA will occur after the expiration date or if there has been a revision or change in tht*tnaftrialsoaspo, e4d/or manufacture of the product or process. Misuse of this NOA as an endorsement of • 0 O �fiaduct, f& sal&., advertising or any other purposes shall automatically terminate this NOA. Failure to • : 00** cojfply with :ny section of this NOA shall be cause for termination and removal of NOA. • 0 0 000 &4VERTISAMNT. The NOA number preceded by the words Miami-Dade County, Florida, and followed 00 0 oo: • tyt4i Vxpirafon #Ate may be displayed in advertising literature. If any portion of the NOA is displayed, then 0 0 0 4 , 0 f * *0000 it4allbe donS jil its entirety. :00 00 • 1VSVJ:CTI0%,&eopy of this entire NOA shall be provided to the user by the manufacturer or its distributors aid" be available for inspection at the job site at the request of the Building Official. • Voo: oTohis NOA reW&moaad renews NOA # 03-0428.04 and consists of this page 1 and evidence pages E-1 and E- 0 • i, :8 vftll as pl;2R�Val document mentioned above. **goo* ;CWA�mittedodocu;ncntation was reviewed by Carlos M. Utrera, P.E. 0000 NOA No 08-0618.03 MIAMI Expiration Date: August 21, 2013 Approval Date: July 24, 2008 3 /C Page I Clopay Building Products Company 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 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 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 05/28/08, 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 01/26/05, signed by John D. Lee, P.E. C. CALCULATIONS 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. D. {QUALITY ASSURANCE .... 1. Miami Dade Building Code Compliance Office (BCCO). ...... .... . . ..... .. . .... • •• •••• • • • • ..., as ...... .... . . • • • • arlos M. Wrera, P.E. Product Control Examiner NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E -1 C12RU Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, 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. TI- 06 -T566, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T634, dated 12/04/06, 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 05/26/06, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of conformance issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. O. OTHER 1. Notice of Acceptance No. 03- 0425.04, issued to Clopay Building Products Company, approved on 06/05/03 and expiring on 08/21/08. 00.0 00 0 . 00 0000.. .. 0 0000 0 0 0000.. 0000 . . • •. • • 0000.. 0000.. .. •0 0• 0 0 : 0000. . 00• 000000 00000 00 . 0000 0 . 0 00 00.0 •00000 0 •0 :00• :0000• •0 • • • • • • • d 0000•• 0000 • • 0 • 0600 - Acarlos M. fit rera, P.E. Product Control Examiner NOA No 08-0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E -2 '• 4 3 2 CL PAY MODES 84A, 94, 98, H94 REV DATE DESCRIPTION IDEAL MODELS 4RST H4ST, 4F END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM. END STILES 02 03/16/01 G -40 MIN. WAS G -60 HAVE (2) TOG -L -LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE: SECTION B -B 03 04/2003 JADDED EXTENDED HEIGHT MODELS HOLMES MODELS 48 . 21" SECTIONS HAVE (6) TOG -L -LOC CLINCHES; . . 04 06/13/08 ADDED OPTIONAL IMPACT RESISTANT UTES. • 18" SECTIONS HAVE (4) TOG -L -LOC CLINCHES _ TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS, DETAIL -Q Y MULTIPURPOSE BY DOOR INSTALLER (TO SUIT ) . ATTACHED WITH TOG -L -LOC [(2) AT TOP & BOTTOM) �" �. HIGH BOND TAPE. CENTER HANG REQUIRED FOR LHR TOP BRACKET D URETHANE ADHESIVE (ALONG CENTER). OPTIONAL DECORATIVE 2P_T1O DECORATIVE DOORS OVER 8' HIGH. DOUBLE HORIZONTAL D - -a- A SNAP -W INSERT. FRONT FRAME FACADE. TRACK D ONE ROW OF IMPACT - RESISTANT GLAZING IN EITHER GE SSG4000AC STRUCTURAL VERTICAL TRACK ATTACHED TO FLAG BRACKET TOP SECTION (SHOWN) 2R NEXT -TO- THE -TOP j / SUJCONE SEALANT. ,� ;� ;` ............�. ;� - WITH (1) 3 /8'x3 /4" CARRIAGE BOLT. SECTION (NOT SHOWN }. F DOUBLE TRACK MAX. GLAZING SIZE IS 18 -1/2" x 11 ". J GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T. 0.18 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO LOW HEADROOM OPTION AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH / WOOD JAMB WITH (3) 5/16 "xi -1/2" WOOD LAG SCREWS. IBC /FBC 2608. 16 SEE SECTION B -8 FOR ASSEMBLY DETAILS. IMPACT RESISTANT VERTICAL TRACK ATTACHED TO HORIZONTAL HEIGHT "L" " `' - /' DOOR BRACKET PLACEM NTS . 1 ' X1 X2 3 4 XS 6 ii ONE -PIECE INJECTION Z TRACK WITH (2) 1/4'x3/4" TRACK BOLTS. 6 -6 7Q 3 -1 2 10 35 50 - MOLDED GE LEXAN 0 7 -0 - 76" 3 -1 2 10 38 66 p SLX2432T FRONT FRAME & GLAZING. _ -6 -1 0 - SEE INTERMED. HINGE 8 -0 88 3-1/2 10 34 58 - I�L POLYSTYRENE RETAINER 8' -6" 94 3-1/ ° 34" 58" 82' IFASTENED TO FRAME WITH o 9 - 1 -1 1 SEE END HINGE DETAIL. (10) #8 x 3/4" PAN HEAD 2° GALV. STEEL TRACK, 9 -6 10 3 -1 2 10 8 MACHINE SCREWS. p TRACK THICKNESS 0.060 ". 10 -0 112 -1 '0° 34 58 rs S.3 1 - 1 4 2 " ,. n LOCK POSITION (BOTH SIDES). SEE 2-0 T36 —t 2 1 34 S8 82" 106" LAYOUT OF EACH LOCK FOR DETAILS. TABLE 1 "Xa "TYP. TRACK GALV. STEEL TRACK BRACKCK ET. LER RETAIL NUMBER MODEL MODEL DESCRIPTION DppR HEIGHT OF "x 3" bH,9F4t�'4T Bea, as W000GRAIN TEXTURE, RAISED PANEL, GALV. INFER. STILES SECTIONS• PREPARATION OF JAMBS BY OTHERS 98 4F - WOODGRAIN TEXTURE FLUSH PANEL, GALV. INTER. STILES 6'0 T 7'0 4 NOTE THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL DF 1 9 7 6 TO 5 'X2" BE THE R OR STRUCTURE OF THE PROFESSIONAL OF RECORD FOR THE OPTIONAL VENTS 9'0` 70 10'6` 6 BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING MAX. DOOR WIDTH 9' -D" SECTION A 109 TO 120 7 X CODES FOR THE LOADS LISTED ON THIS DRAWING. ° SECTION ARE ERHER 18" OR 21" HIGH INSIDE ELEVATION 24 GA. (0.0239" MIN. THICK) DDS STEEL 2" THICK HORIZONTAL (TOP} JAMB (MIN. YIELD 35.7 KSI) EXTERIOR SKIN WITH I` JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) G -40 GALVANIZING, BAKED -ON PRIMER I F SNAP LATCH ENGAGES AND A BAKED -ON POLYESTER PAINTED NOTES ONTO VERTICAL TRACK. TOP COAT APPLIED TO BOTH SIDES OF 1 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 ONE SNAP LATCH ON EACH END STEEL SKIN. (ASTM No. A653). '•� VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE SIDE OF DOOR. STILE HORIZONTAL (TOP) JAMB. INTER. STILE INTER. 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH STILE LOCK SLIDE BOLT LOCK MOUNTING SURFACE. FASTENER BAR E END ENGAGES INTO 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NNE USED IN THE CALCULATION OF ALLOWABLE LOADS FOR TYPE OUTSIDE STILE 12 GA. GALV. STEEL TOP ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. OUTSIDE END HANDLE VERTICAL. TRACK. ROLLER BRACKET KEYED STILE LOCK BAR EACH SIDE OF (2 -1/2" x 5- 3 /8"). WOOD FRAME BUILDINGS HANDLE ENGAGES IN DOOR. EACH BRACKET ATTACHED STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUP BY NOT LESS THAN 3) 2x6 PRESSURE TREATED SYP MAX INSIDE HANDLE TRACK ON METAL #14x5/8- CRxEVS. SHEET (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 12 PSI NOMINAL EXTREME FIBER ' O.C. OUTSIDE KEYED L OCK OUTSIDE KEYED LOCK EACH SIDE I NSIDE SLIDE BOLT STRESS IN BENDING F SNAP LATCH LOCK OPIONI LOCK BAR LOCKING OF DOOR. LOCK OPTION (s }. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. B 74 GA BLOCK WALL OR CONCRETE g . GALV. STEEL 2x6 SYP (GRADE #2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR END HINGE. EACH CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING 2x6 YERTTCAL JAMB 2 - 3/4'� p - ; /¢•� FASTENED TO END BARS EXTENDING INTO THE FOOTING AND INTO ME BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE STILES W /(4) #14x5/8" BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE • • • • >! 14x5/6' SHEET METAL SHIP LAP JOINTS. 0 SHEET METAL SCREWS DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. • • • • • • • • • • • • • • SCREWS & (4) 1/4" SELF • • • • • • w • • � — • V TAPPING SCREWS. • 2 -1/4" TALL x 20 GA. GALV. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT • • 0000• p • :00 1046 � STEEL (MIN. YIELD 80 KSI) NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS • • 000* • • • • • • • • 2 4} 1/4'x3 /4` SELF " U -BAR. TWO U -BARS PER � • • TAPPING SCREWS ATtOpp SECTION, EXCEPT THIRD OAI Q • • • • • • • • • 14 _ 18 GA. INTERMEDIATE HINGE DI C STEEL • • • • • • • • yl .C• ONE U -BAR. EACH U -BA. SECTION W HICH HAS ONLY R BETWE • WASHERS • • • • • : • • • • • • • ATTACHED WITH 1/4° SELF BUILDING TYPE FASTENER TYPE FA9iifiN " EQUIRE®. • • • • • • • • • • • • • • • • • w • TAPPING SCREWS. (2) C -90 BLOCK HOLLOW OR • • e • Mfia�il SCREWS AT EACH END AND 1/4" x 3" (1 -1/4" EMBED) ITN TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 10 -•10re 1" O.D.• •• 0000• • • • •• -::::- CONFIGURATION INTERMED. STILE LOCATION. GROUTED • • • • • • STOP MOULDING BY DOOR 2 000 PSI MIN. CONCRETE 1 4 x 4 1 -3 4 EMBED ITW TAPCON CONCRETE ANCHOR (2-1/2 MIN. EDGE DISTANCE 1" O • • .D. • • • • • • • • • • • • INSTALLER (TO SUIT) 3,000 P 1 MIN. CON R TE 1 2" x 4 2-1/4 EMBED SIMPSON STRONG -TIE WEDGE -ALL WEDGE ANCHOR 2" MIN. EDGE DISTAN E 21 -1 2 INCLUDED 00006: • • • • • • w • • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 20 GA. MIN. GALV. STEEL END STILE, 2- 5/8 "x2'. 13 GA. GALV. STEEL BOTTOM WOOD FRAME 1143- x 4" 1 -5 8 EMBED LAG SCREW ASTM A307 GRADE Al 2 MIN. EDGE DISTANCE w24 1 O.D. • • • • • • 20 GA. MIN. GALV. STEEL INTERM. STILE, 2 "z2'. i BRACKET (3 -1/2" x 5-1/2") 2,000 PSI MIN. CONCRETE 11/2 x 4 k2-1/2 EMBED WEJ -IT SLEEVE ANCHOR 2 -7 2 MIN. EDGE DISTANCE 4 L DED • • • • w • • • • • • • w w • • • • } ATTACHED WITH (2) ))14x5/8' • • • • • • SHEET METAL SCREWS. " - ANCHOR //SCREW STARTING FRO AT NO MORE THAN HALF MAXIMUM ON CENTER DISTANCE. •• • ••s • • • • • • • • 0000 • 12� HIGH GA. GALV. STEEL TRACK HIGHEST ANCHSm W INAS HIGH AS THE DOOR OPENING NG HEIGHT. • • • • • • BRAdkET FASTENED TO WOOD • • • • • • • • • • • • A 0.00 JAMB WITH ONE 5/16 "x1 -1/2" ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. EXTRUSION WOOD LAG SCREW PER BRACKET. ATTACHED WITH #8x1/2" SELF TAPPING SCREWS AT 18" 0000 ON CENTER SPACING [(6) SCREWS ON 9'W DOOR). SCOTT HAMILTON, P.E. DESIGN LOADS: +42.0 PSF & —48.0 PSF. 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER FLORIDA P.E. No. 63286 2 GALV. STEEL TRACK FASTENED STILE W /(4) EACH $14x5/8' SHEET METAL SCREWS. TOLERANCES .00 = 1.03 SCALE PAGE MAX. SIZE TO TRACK BRACKETS. EACH .0 = 1.015 NOTED BRACKET ATTACHED WITH ONE 7/16 ROUND PlISHNUT IS INSTALLED ON EACH ROLLER SHAFT. Unless Stated Ctherwise 1 OF 1 9'0 "W X 1 2'0"H 1/4 ° x5 /8" BOLT & NUT QIj TWO 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH .0000 = 1.007 DATE+ 06/13/08 t4z5 /8" " SHEET METAL SCREWS & (4) 1/4 SELF TAPPING SCREWS. De grees - tt 2 DESCRIPTION, 1 /a" RIVETS. � 9 / ' SINGLE CAR W7 PAN DOOR CLOPAY BUILDING PRODUCTS DRAWN BY S H WITH IMPACT RESISTANT LITES 2" 10 BALL STEEL ROLLER (1- 3/16 ° 0/16'x4' Building Products 8585 DUKE BLVD. y-� DRAWING NG NUMBERS VER WITH STEEL OR NIYLTON TIRE. MASON), OHIO 45040 CHECKED BY p-{ q MD Com an 51� 770 -4800 SH dJ I 4 3 2 1 5'�° M , Miami shores V N IN p ,,, Building Department 10050 N.E.2nd Avenue L Miami Shores, Florida 33138 �xUR1DA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- Job Name: /_/O , 2009 Page 1 of 1 Building Critique Sheet A&� bC &Ie Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 , Iorida Building Code Garage Door Windload Design Pressures Report # DPR- 090619 -B -01 a. The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -02), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Max Rigzent 1 NW 110 St. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 8' 8" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 560" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +41.1 PSF Negative Design Load: -46.9 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83184A/93J94W7, 8'8" x TO ", Approval # LI 4A AVNg J 01702, Windload Capacity: + 2/-48 PSF. Miami Shores Villa ge _09 - Its.$ arF -_ ear SATE ZCNII_;, DEPT BLDG DEPT The design loads shown above area are based upon bi lildings, and require that the door being installed meets the requir menu g Code for windbome debris in high velocity hurricane zones. - The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building 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. t" Sco a ilto .E. Flor a P Lease No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 6/23/2009 1496*4 ©rids Building Code Garage Door Windload Design Pressures Report # DPR- 090619 -B -01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEIIASCE 7 -02), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Max Rigzent 1 NW 110 St. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 8' 8" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 560" Measurement of Nearest.Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +41.1 PSF Negative Design Load: -46.9 PSF The following Clopay Building Products Company Doors m Clopay Model 83/84A/93/94W7, 8'8" x 7'0 ", Approval # 08- 0618.03 , a APPROVE BY DATE (ZC- ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL The design loads shown above area are based upon the measu �t�s�Il�oq�rE�r�r�gi Ids, an require that the door being installed meets the requirements of S 4h P49iida- windbome debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building 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. Idiz, 50 L L P Sc H milt , P,. . FI ' .E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 6/23/2009