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WS-12-346Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170508 Permit Number: WS -2 -12 -346 Scheduled Inspection Date: April 09, 2012 Inspector: Bruhn, Norman Owner: PINEIRO, BARBRA Job Address: 9400 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: BEST GARAGE DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)951 -4791 Parcel Number 1132050100110 Phone: (305)821 -9720 Building Department Comments REPLACE EXISTING GARAGE DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments (PL April 09, 2012 For Inspections please call: (305)762 -4949 Page 11 of 24 Miami -Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3 zi 1 „Awl INSPECTION'S PHONE NUMBER: (305) 762.4949 L = Permit No. LO 2.- "3y c,c) FEB 1 4 26 i2 ,,,A, BUI G PE ' ; PPLICATION FBC Fermi e: BUILDING IZOOri1''G �� OWNER: Name (Fee Simple Titleholder) (� PO l r ® Phone# Master Permit No. w6�k )QS 3--y7- .0e6o Address: 9 I/a-0 iv c . City: 1 G —r t kr re..s State: P� . Tenant/Lessee Name: Entail: zip: 33/3'g' Phone # :y, ' / a-r*4 O l7 iYl JOB ADDRESS: *Orb N. z`', A p f c , City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: zip :.3 Z3 f 6 �y a fgy e ..L)c if Address: —( 7 PO .4-14.J V City: fate: : Zip: a,(30/ ,( Qual fier Name: i, Sri roi"i a 9 L 0, S u13-4.7C2_ Phone #: - Z j_- 9 7 State Certification or Registration #: Certificate of Competency #: 'C ° 0145' 8 (o Contact Phone #: 3 5. a` 24 7 7 26 Email Address: , 9 17-5x' 'Q g 3sT 110.0-3- IV C 1T DESIGNER: Architect/Engineer Value of Work for this Permit: $ / �------, Square/Linear Footage of Work: Type of Work: ❑Addition °Alteration UNew URepair/Replace °Demolition Flood Zone: ( Phone #: 3 0 (ex)) _q 7a0 Phone#: Description of Work: *** *** ***** * ****** * * * ****a * *********Fee ************* ****x* * ** * * *** *********** ** **** Submittal Fee �° l Q Permit Fee $ /// CCF $ CO /CC $ Scanning Fee $ �' , Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ` / ✓ L 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 perm l is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /3 of day of , 201Q, by boorbrok G-' _Pt V1FL Y'O, day of -e.G.- tic..' , 2012., by flav#tw" l S Qa,.4.'., who is ersonally known t me or who has produced who is ersoncnown to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Piini: My Commission Expires: :,Iv AY PUBLIC -STATE OF FLORIDA ,' „ W II,'I Sand+ + Smith * * ** * * ** * * * * * * * * * * ** w ** , e Expires: AUG.17, 2012 A C BONDING CO., INC. APPROVED BY BOAS BONDED (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: M ri ;11.7-ems My Commi a c ri elai.Nb MYRIAM E. RIVERA MY COMMISSION # EE121165 ' EXPIRES September 17, 2015 *** ” „> al . * *** * **** * * * * * * * * * * * ** * * * * * ** Plans Examiner Structural Review 9': SG Zoning Clerk 119 :15 FEB 17, 2012 FR: AMANDA 4b IMF .* i 1/1 • ACQ CERTIFICATE OF LIABILITY INSURANCE 2�1;�2o°i2 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami. FL 33176 CONTACT David M. Lopez NAME: PHO Ez: (305) 595 -3323 1 ( No): (305)5E5 -7135 ADORE csreeasterninsurance.net ADDRESS: INSURER(S)AFFORDINGCOVEiAGE NAICE INSURERA:Ohio Casualty Insurance Co. LIABILITY COMMER/JA.L GENERAL L ABILITY INSURED Best Garage Doors, Inc. 9780 NW 79th Ave Hialeah FL 33016 INSURER B :Praetorian Insurance Company EL054738707 INSURERC North River Insurance Co. 5/5/2012 INSURERD:Technology Insurance Company $ 1,000 , 000 INSURER E : $ 50,000 INSURER F: $ 10,000 :Master 12 -13 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF WISIIDDIYYYY) POLICY EXP QAMIDDIYYYY) UNITS A GENERAL X LIABILITY COMMER/JA.L GENERAL L ABILITY X X EL054738707 5/5/2011 5/5/2012 EACH OCCURRENCE $ 1,000 , 000 DAMAGE 10 RENT EU PREMISES (Ea occurrence) $ 50,000 MEDEXP (Any one 3erson) $ 10,000 CLAIMS-MACE $ OCCUR PERSONAL 3,ADVINJURY' $ 1,000,000 GENERALA33REGATE $ 2,000,000 PRODUCTS- COMP /OP AGG $ 2,000,000 !iEN'L AGGREGATE LIMIT APPLIES FER' POI ICY n FRO n LOC FiT $ B AUTOMOBILE _ S S LIABILITY ANY AUTO ALLCWNED AUTOS HIRED AUTOS z SCHEDULED AUTOS NON-OWNED NED g x racrL0002166 1/1/2012 1/1/2013 COMBINED SINGLE LIMIT (Eaa:cideM) $ 1,000,000 $ BODILY INJURY Per person) BODIL'INJURY (Per accident) $ (Pe PROPERTY DAMAGE $ pp $ 10,000 C. X _- UMBRELLA LIAR EXCESS LIAR e OCCUR CLAIMS MAD= 553- 094242 -2 5/5/2011 5/5/2012 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 10, 000, 000 $ DED 1 1 RETENTION $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY AN PROFR ETOR/PARTNER/EXCCUTIVE OFFICER/METI3EP EXCLUDED? (Mandatory in NH) It /es describe uncle DESCRIPTION OF OFE4.4TIONS be ow YIN N/A TWC3276561 4 /1/2011 4/1/2012 x I TORY l.ATU- 1 rail- E.L EAC-1 ACCIDENT $ 1,000,000 $ 1,000,000 $ 1,000, 000 EL DISEAS = - EA EMPLOYEE EL DISEASE_- POLICY LIMIT DESCRIPTION OF OPERATIONS! LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) CELLATION Miami Shores Village Building Dept - 10050 NW 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE' THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR2EDREPRESENTATIVE David Lopez /AMANDA ' ACORD 25 (2010105) NS025 (201005) 01 ©1988 -2010 ACORD CORPORATION. Ail rights reserved. The ACORD name and logo are registered marks of ACORD MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10 -24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL - DO NOT PAY CC NO: 000014586 RECEIPT NO. 30- 1275494 BUSINESS NAME / LOCATION BEST GARAGE DOORS INC 9780 NW 79 AVE OWNER :BEST GARAGE DOORS INC' SEE BACK OF RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLe9 5 /2011 60050000037 000175.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD BEST GARAGE DOORS INC ANTHONY A SUAREZ PRES 9780 NW 79 AVE HIALEAH GARDENS FL 33016 Ifftlfffl lfltfffffffitfifilflflftfff ,itfbfllf :tfth47.0 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 127549 -4 BUSINESS AAOGRAGE LOCATION INC 9780 NW 79 AVE 33016 HIALEAH GARDENS 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA SEPT. MUST BE DISPP AT LAY D A PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL - DO NOT PAY RENEWAL BEST GARAGE DOORS INC Sec196 StPECIALTY BUILDING CONTRACTOR THIS IS ONLY 6A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 60050000036 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 CC *RECBIPP0W14586 127549 -4 WORKER /S 5 DO NOT FORWARD BEST GARAGE DOORS INC ANTHONY A SUAREZ PRES 9780 NW 79 AVE HIALEAH GARDENS FL 33016 Iffllflah11fffiffttf 111ffftfiflftfffflt ftff)tfflfllf494 02/16/2012 THU 9:50 FAX 0001 /001 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet, The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contact mast be attached) PROPERTY OWNER: {' j -/ PERMIT # AJ 2_ ADDRESS: I,,,r / `"' FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF. CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): / &Oa VALUE OF PRINCU AL STRUCTURE (attach appraisal): J 379 OWNERS SIGNATURE: �.1 I k..k..�l°x -� DATE: � 15- PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 f�' CEIVED FEB 292012 9 4 /b Eft Mr " 51 Miami Shores Village APPROVED • BY DATE ZONING DEPT EI_DG DEPT SUBJECT ,'O CCMFIJANCE WT TN ALL FEDERAL STATE ANL) Cf I.A1 i f HUES AND REGULATIONS Florida Building Code Garage Door Windload Design Pressures Report # DPR- 120209 -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: Barbara Pineiro 9400 North Bay Shore Dr Miami Shores, FL 33141, Miami -Dade County Garage Opening Size: 16' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 55' 0" Measurement of Nearest Garage Door Opening to Building Corner: 4' 0" Positive Design Load: +39.2 PSF Negative Design Load: -43.6 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 84A/94W8, 16'2" x 7'0 ", Approval # 11- 0217.01, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for windborne 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 Scott Ha 'ton, ',.E Florida P.E. License No. 6 286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 2/9/2012 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Section 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 Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Garage Door up to 16'2" wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door", sheet 1 through 3 of 3, dated 02/15/95, with last revision 14, dated 06/16/08, 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, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 renews NOA # 08- 0624.03 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia midade.govlbuilding MIAMaDADE COUNTY APPROVED NOA No 11- 0217.01 Expiration Date: March 26, 2016 Approval Date: March 31, 2011 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door ", sheet 1 through 3 of 3, dated 02/15/95, with last revision 14, dated 06/16/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 08-0624.03" 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 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Clopay 16' -2 "x 8', 24 ga. steel garage door Model 94W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0327.01 -08, dated 05/13/08, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 06- 0227,04" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of Clopay16' -2 "x 8', 24ga. steel garage door,Model 94, prepared by American Test Lab, Inc., Test Report No. ATLNC 1102.01 -05, dated 11/22/05, signed and sealed by David W. Johnson, P.E. 3. 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 Along with marked -up drawings and installation diagram of Clopayl6' -2 "x 8', 24ga. steel garage door Model 94, prepared by American Test Lab, Inc., Test Report No. ATLNC 0118.01 -06, dated 03/07/06, signed and sealed by David W. Johnson, P.E. 4. Test report on Salt Spray per ASTM B117 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. 5. Test report on Tensile Test per ASTM E 8, prepared by Q.C. Metallurgical, Inc, Report No. 7KM -1086, dated 11/22/05, signed and sealed by F. Grate, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 11- 0217.01 Expiration Date: March 26, 2016 Approval Date: March 31, 2011 E -1 Clopay Building Products Company, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 06- 0227.04" 1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building Products Company, dated 05/25/06, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08- 0624.03" 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 12/04/06, signed by Rafael E. Droz -Seda, P.E. 2. 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 with 2007 FBC, issued by Clopay Building Products Company, dated 02/09/11, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 02/09/11, signed and sealed by Scott Hamilton, P.E. ;3/Ig,'7; Carlos M. Utrera, P.E. Product Control Examiner NOA No 11- 0217.01 Expiration Date: March 26, 2016 Approval Date: March 31, 2011 E -2 4 3 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS 4F, 4RST, H4STA HOLMES MODEL 48A SECTION B -B .....OETAIL R '0' DOOR HEIGHT NUMBER OF SECTIONS' 6•0" TO 7'0' 7'9' TO 8'9" 9'0" TO 1.'6" 10'9 TO 12'0" • - SECTIONS ARE EITHER 18' OR 21" HIGH 9 6 7 A OPTIONAL IMPACT RESISTANT GLAZING ONE ROW OF IMPACT - RESISTANT GLAZING IN EIT� TOP SECTION (SHOWN) OR NEXT -TO- THE -TOP SECTION (NOT SHOWN). MAX. GLAZING SIZE 15 18 -1/2" x 11 ". GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC /FBC 2606. SEE SECTION 8 -B FOR ASSEMBLY DETAILS. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE CENTER). r► A ■rW resimilu, Irirer li /Am 'I� � � Ilil�i In Irr�1 i 0 �ei. i I�ill1 SPECIAL FASTENER REOIREMENTS FOR DOORS WITH OPTIONAL 04PACT 60(15181411.0011 FOR THESE (2) LOCATIONS FOR CENTER STRAP ON EACH SECTION. SEE 500 VIEW A -A FOR DETAILS. .wfT� r�T �..f.J_T -. MIEWM 1MIRTH V 16 T,�,T� /,�,t t, 4 DETAIL '0' OPROMPa -24 Iowan. ''2 PAGE 1 OF 3 14OI9P0DP05( w01 ONTO TAPE (0(ME(N mac e.D FAGS). oECORATNE Ram/ MODE 0.188 —� CE SSEl000ne STRUCIURea RITCORI SMART. 0*1- -0010 MECUM LPoXYSTTR(*E 4(1*41a FASTENED TO FIORE wan ROWED OE TEM TL • (10) lea 1/4' 0.W READ u.0000 =ERR REV DATE 1 DESCRIPTION 8 11/18/05 CORRECTED BRACKET MOUNT DEPICTION; PUSH -NUT FOR 2' ROLLER WAE LOCKOUT; ADDED ROLLER TIRE OPTION; REVISED JAMB ATTACHMENT TABLE; ADDED IDEAL /HOLMES BRANDS. 9 12/7/2005 MIN YIELD WAS 38KSI. ADDED BRACKET LOCATIONS. 10 12/7/2005 ADDED 1 PIECE DOUBLE END STILE 11 05/19/2006 MIN YIELD WAS 37.2KS1: REVISED LOCK NOTE; DWG WAS (2) SHEETS; DESIGN ENGINEER WAS M. WESTERFIELD. 12 09/11/2006 UPDATED PER M -D COMMENTS 13 12/13/2006 REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6601) MORE 4G4.490. 1 -PC END STILE CO FIGURATION: (SEE ILLUSTRATION BELOW) 16 CA. GALVANIZED 1- C DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM, (2) AT TOP INSIDE. (2) BOTTOM NSIOE, (4) ALONG OUTSIDE EDGE OF 18', SECTIONS & (6) ALONG OUTSIDE EDGE OF 21° SECTIONS. A ALTERNATE 2 -PC EN STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) 16 G4. GALVANIZED E STILES ATTACHED TO 000R SKIN WITH PATENTED TOG -L -LOC SYSTEM [(2) AT TOP INSIDE. (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18' SECTIONS & (6) ALO 1 OUTSIDE EDGE OF 21' SECTIONS) AND SEPARATE 18 GA GALV. INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED 200 -1 -1.00 SYSTEM. (2) 12 GA GALV. STEEL TOP ROLLER A A BRACKETS (2 -1/2" x 5-3/8"). IS GA INNER DOUBLE END SD STILE EACH BRACKET ATTACHED W /(4) 9144/8" SHEET METAL SCREWS. ADJUSTABLE stpc ATTACHED TO TOP BRACKET WITHI(2) 1/4'x1/2" BOLTS ANO NUTS PER BRACKET. 14 06/16/2008 ADDED OPTIONAL IMPACT RESISTANT UTES. 1 -PC END STILE CONFIGURATION (ILLUSTRATED) 16 GA. I -PC DOUBLE END STILE • X. ! '.10. :•T... __ 4.111 at i VIEW "C" NEW "8" LOCATION OF OPTIONAL VENTS. AREA OF VENTS NOT ® TO EXCEED 120 50. INCHES. 2 -3/4' INTER. STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCK OPTION 7 -1 /2' i END STILE LOCK BAR GUIDE A OPTIONAL OUTSIDE KEYED LOCK POSITION 6'd -1/4 "x22 GA CALV. STEEL PLATE. e0*0 PER C- CNANNEL. SEE VIEW "E ". MAX. DOOR WIDTH 16' 2' INSIDE ELEVATIONS SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR INTER. STILE LOCK BAR OUTSIDE KEYED ENGAGES IN HANDLE TRACK ON EACH SIDE OF DOOR. 91429/8" SI-1FET METAL it a 1/4 °x3/4' SELF TAPPING SCREWS 14 GA FIND HINGES A LOCK POSITION (80TH SIFIES). TWO POINT LOCKING REQUIRED LOCKS HAVE 5/8" MIN. ENGAGE ENT. SEE LAYOUT OF EACH LOCK P110N BELOW. DOORS WITH 2° TRACK USE (2) STACKED LHR BRACKETS (2- 1 /2'x5'x .12 F.A.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) (/4'x3/4' SELF TAPPING SCREWS. MOORS WRIT 3" TRACK USE LIST (1) 3 -IN ROLLER CARRIER (1- 1/9'x211/4" x 12 GA) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4 "x3/4' SELF TAPPING SCREWS. SHIP LAP JOINTS SLIDE BOLT - LOCK ENGAGES INTO VER TRACK. ON LOCH ON EACH SIDE OF DOOR. JNSIDE SLIDE BOLT LOCI( END STILE INSIDE HANDLE OUTSIDE KEYED MK SNAP LATCH LOCK OPTION 7 -1 /2' 18 GA. INTERMEDIATE HINGE VIEW "C" INSTALLER MODEL RETAIL MODEL DLSCHLPTION 94, H94, 4RST, H45T 64A, 48 WOODORAN TEXTURE. RAISED PANEL, GALV. INTER. STILES 98, 4F - WOOOGRAN TEXTURE. FLUSH PANEL. GALV. INTER. STILES 4 24 GA. (0.0239" MIN. THICK) DOS STEEL (MIN. YIELD STRENGTH: 37.2 KSI) EXTERIOR SKIM WITH G -40 GALVANIZING. BAKED -ON &AAA P " "' .,, AO A BAKED -ON POLYESTER PAINTED TOP COAT `. .}iAr� ".,.I :T. SIDES OF STEEL SIGN. (AS1M No. A653). LL 114 I 1,71 I ii • A_ '6C@RITL 1 EN..SE Noez ;7 DESIGN LOD.¢LZ5.,t '0 -1 :3i 2" THICK 12 G4. GALV. STEEL TOP ROLLER BRACKET. SEE INSIDE ELEVATION FOR FASTENER DETAI15. A AT THE LOCATIONS NOTED ON INSIDE ELEVATION. ATTACH THE 6 "x2 -1/4 "1412 GA STEEL RATE TO THE UNDERSIDE OF THE THE C- CHANNEL WITH (4) 1/4'x3/4° SELF TAPPING SCREWS. 6 "x2- 1/4'x12 GA GAIN. STEEL PLATE. ONE PER C- CHANNEL. SEE VIEW 'E ". 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W /(4) #144/6" SHEET META(. AND (4) 1/4 "0/4" 5ELF TAPPING SCREWS. SEE VIEW 'B ". 11Lf�IWB� tlf(ti ttoFbFd 0J 6' CHANNEL VIEW or 6' L JJ2-1/2' —) I— 5 /8' (TYP.) ISEYLV. 6° TALL C- CHANNEL 16 GA GALV. STEEL ONE 6° TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW '0') C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1 /4°x3 /4' SELF TAPPING SCREW. 1 -1/4" WIDE x 18 GA GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2N13 (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1 /4'x3/4' SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL ). ,Sd',F(;185, REQUIREMENTS FOR DOORS WI111 OPTiONA1�IMPAGT RESISTONT LH'yS: FOR STRAPS AT CENTER AOF4DOOR. HAND BOTTOM SCREWS H (9S /HALL° E REPLACED D DRILLED 0 1/4-20x5/8 FOR fiACH AND AFfASTEN. � (1) 12 GA. GAIN., STEEL BOTTOM BRACKET (3 -1/2" x 5 -1/2') ATTACHED WITH (2) 914x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION .& VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) = 3 2 1' CLOPAY MODELS 84A, 94, 98, H94 ® REv ITATE DESCRIPTION IDEAL MODELS 4F, 4RST, H4ST® PAGE 2 OF 3 14 SEE REVISION HISTORY ON SHEET ONE HOLMES MODEL 48A TRACK AND JAMB CO \FIGURATION TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH STANDARD HEIGHT MODELS 48 84A, 94, 98, 4RST, 4F TRACK CONFIGURATION: DOORS 8'3" TO 12'0" HIGH EXTENDED HEIGHT MODELS H94, H4ST, 98, 4F A A HORIZONTAL ANGLE ATTACHED 0 WITH (1) 3/8" X 3/4" CARRIAGE FLAG BRACKET BOLT. , CENTER HANG REQUIRED DOORS OVER 8' HIGH. FOR _ HORIZONTAL TRACK SUPPORT BY DOOR HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). HORIZONTAL ANGLE ATTACHED TO FUG BRACKET WITH (1) 3/8" X 3/4" CARRIAGE BOLT. ® 1 -1/2” X I -1/2' HORIZONTAL ANGLE. I2' 11 SECTION VIEW OF TRACK AND HORIZONTAL ANGLE TRACK FASTENED " 8501 TO ANGLE WITH 1/4' PoYETS AT 24" NAx. O.C. SPACING. �G' Ir.:,,,,...._..n� „„*„n,r_ .,.,,.,.,,,- ...�."... —� f INSTALLER (TO SUIT). q 3" GAI.V. TAPERED STEEL TRACK AND ANGLE. TRACK THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080 ". tyy 0 4 1' i1�ll" I 11 NOTE; DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION 13 GA. GALV. STEEL FUG BRACKET. `--.�AHORIZONTAL TRACK ATTACHED TO VERTICAL TRACK WITH (Z) 1 /s' x 3 /a' BOLTS AND NUTS. 76 "(7'8"H & 8'0"K DOORS ONLY) VERTICAL /HORIZONTAL TRACK JUNCTION. TWO 1/4° BOLTS & NUTS FOR EACH TRACK. 14" MAXIMUM SPACING _ z II Fs v a FROM LAST MOUNTING SLOT TO TRACK JUNCTION. HORIZONTAL ANGLE ADDITIONAL MOUNTING SLOTS 3' SPACED AT 12" CENTERS. DOOR HEIGHT VERTICAL TRACK LENGTH 83` 2" GALY. STEEL TRACK. i� TRACK THICKNESS: 60' 0.083'. I� DOOR HEIGHT 1' rg iirmi -12" ON CENTER I SECTION VIEW OF TRACK AND HORIZONTAL. ANGLE. TRACK FASTENED TO ANGLE YAx. 1/4" 8 S "AT 24" r�.yt� pmj8[:fii L, i L1 -r IIQDQ81 1� fl �� 46" �n's.>t' d'. .. ii 1 I� ° 1� �• I) 1 1 TYP. 2 -1 /2'x12 -CA GALV. STEEL TRACK BRACKETS 24" 6 TRACN 64415 PER SIDE FOR COORS UP TO 7'O' HIGH). (7 TRACK 8RKT5 PER SIDE FOR DOORS 7'3" TO 8'0" HIGH). 10. 3 -i/2 "® NE. )4' TRACK 8011 AND NUT AT EACH MOUNTING SLOT LOCATION. .jll�dlii I .,._,,._,x 22" ONE 9/18" x 1 -6/8° LAG SCREW SPACED AT THE SAME vi DISTANCES AS THE TRACK BOLTS (1.E. 3 -1/2 ", 10 ", 22 ", 34', 10' 46 ", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 18 ". 28 ", & 40' FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE r 3 -1/2' VERTICAL /HORIZONTAL TRACK JUNCTION. JAMB CONFIGURATION: DOORS UP TO 8'0" HIGH STANDARD HEIGHT MODELS 48, 84A, 94, 98, 4RST, 4F mower liONSWED JAMES CONFIGURATION: DOORS 8'3" TO 12'0" HIGH 41�ypw EXTENDED HEIGHT MODELS H94, H4ST, 98. 4F - ow Intothti 1' DOOR OVERLAP (EACH SIDE) A £2 MIN A STOP MOULDING BY DOOR INSTALLER (TO SUIT). A - pip -eV // ,,44, ,x7frAreir., r -,1?-.,> 1` DOOR OVERLAP (EACH SIDE) A A2-1/2" MIN. I' -1/2 2x8 SYP WOOD JAMB, SEE "JAMB PREPARATION NOTE° ON 6 r 3 SHEET THREE. X..- e, 9 e<; ."i 41 16 GA. GALV. 1 -PC DOUBLE STEEL END SOLE (OR ALTERNATE 2 -PC CONFIGURATION, SEE SHEET ONE )A, Q ® 20 GA. GAL% STEEL INTER. STILE. (1) INTER. II, STILE BETWEEN EACH EMBOSS (SEE INSIDE 2x8 SYP WOOD JAMB. SEE 'JAMB PREPARATION NOME" ON .:;eS: ?r, °ir�TifFDr s a6s •,6.6e6 else SHEET THREE. 'ice= ',(� STOP MOULDING BY DOOR INSTALLER (TO SUIT). y 18 GA. GAIN. 1 -PC DOUBLE STEFI. END STILE (OR ALTERNATE 2 -PC CONFIGURATION, SEE SHEET ONE )46 �D 20 GA. GALV. STEEL INTER. STILE. (1) " INTER. STILE BETWEEN EACH EMBOSS A2 -1/2 "x12 GA GALV. STEEL TRACK ��� ELEVATION ON SHEET ONE). DOORS 18'2° WIDE HAVE (7) INTER. STILES PER SECTION. 1 -5/8" x 2 -3/8" MIN. x 0.080' TAPERED ANGLE. SEE LAG BOLT MOUNTING AT TRACK . CONFIGURATION. 11�� "• 0.101' THICK 3° GALV, STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK. ATTACHED TO TAPERED ANGLE WITH ONE 1 /4'x5 /8" BOLT & NUT AT EACH MOUMTWC SLOT. _�i� (SEE INSIDE ELEVATION ON SHEET ONE). BRACKETS FASTENED TO 'WOOD JAM8 WITH 5/16'x1 -9/8" LAO i_ MIN. ) LAD SCREWS REQUIRED. A2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH TWO 1/4° DIA. RIVETS. 11531 _119 , A _... — .• 7/16' ID. NUT FFAASJNENER. 14 GA. GAIN. STEEL ROLLER SHEET METAL SCREWS AND (2) A _ STE 10 DR NYLON TIRE. 510 STEEL limn 18 GA. CALV. STEEL CENTER HINGE FASTENE" SHEET METALSCREWS4) EACH HINGES FASTENED TO ENO STILES W /(4) EACH #14x5/6° 1/4" SELF TAPPING SCREWS PER END HINGE. ROLLER WITH ,,iii1TI TE7j7, `3 , ('( H A,, /� r� ��s DOORS 16'2° WIDE HAVE (7) INTER. != �i1 =d„ A. 111 STILES PER SECTION. 7/16' I.D. ROUND 18 CA. GALV. STEEL CENTER 111140E PUSH NUT FASTENED TO INTER. STILES W /(4) EACH FASTENER. 114x5/8" SHEET METAL SCREWS. 14 CA. CALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 11415 /8° SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. 3" DN. 8-1/2" 1.ONC STEM BALL BEARING STEEL 8011,08. C ' ", h J " iii. Y TO ,, Kea w F 4•TOA L• a N" 6S285u� 6F:.. �" DESIGN L18 •'•A•4538 P.S.F 415'O: t*S.F. C1 ®pay Building Products Company TOLERANCES .00 . 6.03 Wien Slated oNa,x1T4 .000 = t.015 e * r SCALE, TED PAGE. 2 OF 3 DESCRIPTION MAK SITE 16'2 "w z 12'0 "H DATE. 2/15/95 CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 DRAWN BT. WNW tfR8406 BY, SH DOUBLE CAR W8 HURRICANE PAN DOOR D L7 BRAVING WAGER 101300 vHDa M0 4 1, ;TT;t41171Lt 2 C 6 B A D C B A 4 CLOPAY MODELS 84A, 94, 98, H94 A IDEAL MODELS 4F, 4RST, H4STA HOLMES MODEL 48A. 3 PAGE 3 OF 3 REV 14 061E DESERIPTION — I SEE REVISION HISTORY ON SHEET ONE JAMB ATTACHMENT AND SUPPORTING STRUCTURE 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 246 VERTICAL SYP (GRADE D2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR 15 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REOUIRED TO 8E) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & —416 L0. PER LINEAR FOOT OF JAMB. A 4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS MN USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS ANO FASTENERS FOR STEEL, CONCRETE AND MASONRY. MA 1/2 MA HORIZONTAL JAMB WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SWILL BE FRAMED SOLID BY NOT LESS THAN (3) 246 PRESSURE TREATED GRADE #2 OR BETTER W000 STUD OF A STRESS GRADE NOT LESS THAN 12DD PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE #2 OR BETTER W000 STUD OF A STRESS GRAOE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIBER STRESS IN BENDING (F,) FOR DOORS 8'3' TO 12'0' HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND W ACCORDANCE WITH THE FLORIDA BUILDING CODE. BLOCK WALL OR CONCRETE 246 WOOD JAMB SHALT. BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH ®5 BAR EXTENDING INTO THE FOOTING AND INTO 115 BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. JAMB PREPARATION NOTE 714E METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 246 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUIIDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED 11011 DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x8 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE FASTENER TYPE (NO LOA) I- NUM UUUK) — C -80 BLOCK (HOLLOW OR GROUTED) I/4• x 3• (1 -1/4' FRRED) OW TAPCON CONCRETE ANCHOR (2 -1/2a 441N. EDGE DISTANCE) 6 -1/4° e o 7 FASTENER K. O.C. 18 2x6 VERTICAL JAMB PSI 3.000 PSI MM. CONCRETE 1 CEOMM=Di "ll�.;�x,1 y�i ,L.+>I:o.v2_TI�il�S•T.d�.a'iIN ].iliX�:eisr,F7/ I•14 24 O IA a • •. ■ is i• o X. O.C. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SWILL BE FRAMED SOLID BY NOT LESS THAN (3) 246 PRESSURE TREATED GRADE #2 OR BETTER W000 STUD OF A STRESS GRADE NOT LESS THAN 12DD PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE #2 OR BETTER W000 STUD OF A STRESS GRAOE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIBER STRESS IN BENDING (F,) FOR DOORS 8'3' TO 12'0' HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND W ACCORDANCE WITH THE FLORIDA BUILDING CODE. BLOCK WALL OR CONCRETE 246 WOOD JAMB SHALT. BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH ®5 BAR EXTENDING INTO THE FOOTING AND INTO 115 BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. JAMB PREPARATION NOTE 714E METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 246 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUIIDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED 11011 DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x8 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE FASTENER TYPE • MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS STEEL REtl EEEDDY C -80 BLOCK (HOLLOW OR GROUTED) I/4• x 3• (1 -1/4' FRRED) OW TAPCON CONCRETE ANCHOR (2 -1/2a 441N. EDGE DISTANCE) 6 -1/4° 1. 0D. 3.000 MIN. CONCRETE 1 D�)KIME/4 tx=,,, • • �2' MIN. EDO DISTANCE 18 1 .• •L3• PSI 3.000 PSI MM. CONCRETE 1 CEOMM=Di "ll�.;�x,1 y�i ,L.+>I:o.v2_TI�il�S•T.d�.a'iIN ].iliX�:eisr,F7/ I•14 24 •41) FRAME F :tE '!E `�3IIF MITI1E.LiI!S� LC FlEIi 3 8 x 5 1— 4' E..: 0 WEJ— SLEEVE ANCH•- 2 -1. 2 MIN. EDGE 01 ANC 14 14 • •. ■ is i• 2 „T• PSI . • -k CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. • — FIRST ANCHOR /SCREW STARTING FROM BOTTOM AT 610 MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. FP3M.DA Nor. 64'. DESIGN COA s'a.. T FFI' a( '.0' P.S.F. C 4 CI ®pay Building Products Company TOLERANCES Ueleee 51Wae OIAa4d06 .00 v 4.03 .000 c 4.015 .0000 - 6.007 Degrees = 41/7 CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 SCALE. NOTED 0615' 2/15/95 ORAVN 31. MWW PAGE. 3 OF 3 I/A3. SIZE 16'2'W x 12'011 DESCRIPTI016 DOUBLE CAR W8 HURRICANE PAN 0008 CNECKE0 173. SH 2 B1 467A3165 NWIDEM 101300 vim MD B