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WS-15-84Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226513 Permit Number: WS -1-15-84 Scheduled Inspection Date: February 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: LOCATELLI, EDUARDO Work Classification: Garage Door Job Address: 680 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132060171940 Contractor: BEST GARAGE DOORS INC Phone: (305)821-9720 Building Department Comments REPLACE EXISTING GARAGE DOOR INSPECTOR COMMENTS False February 12, 2015 For Inspections please call: (305)762-4949 Page 9 of 29 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 12, 2015 For Inspections please call: (305)762-4949 Page 9 of 29 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FvJBUILDING ❑ ELECTRIC ❑ ROOFING FBC Mr Master Permit No. US I , P L4 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP , CONTRACTOR DRAWINGS JOB ADDRESS: 600 6 rii n d Concourse City: Miami Shores �1 ICI Miami Dade zip: 3,3130 Folio/Parcel#: (I 3.106 06 019 - ICI 4 0 is the Building Historically Designated: Yes NO I/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ C d UIQ rdo R • L e i ) I Phone#: � - 5 6 `r' - ✓qq Address: kB ® Grand M-- C oil c ou r s e t- 7 City: M i a rn i S ho { e S State: r L- Zip: 3J_ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Res+ GQ ra o P boors, I AC 5 Phone#: 3,0' Address: -7 t2jo '/y� • W • 99 Ayeno City: a la i of u r i (o a rd en S State: FL Zip: 330 Qualifier Name: f 0ny A. s u til re Z Phone#: 305. 116 a 1 - g 7 d 0 State Certification or Registration #: Certificate of Competency #: 000014 5 97 I0 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 13A5. Square/Linear Footage of Work: ( i a O Type of Work: ❑ Addition ❑� Alteration ❑ New [Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile:, Submittal Fee $ e - ` __. o _ Permit Fee $ GO CCF $ Scanning Fee $ Technology Fee Structural Reviews $ (Rev1sed02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ _ Notary $, Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ -4b. �26 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding .$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro dd and a r inspection fee will be charged, 1 { 1 Cdvareb 4®ccsfcI11 Signature "7— /V)/ JV / Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this +h dayof Jc1nuclfy J2015 by Ed')a 0 L®GQ 1 G 11 l - .'whoispersonally known to me or who has produced L Z3,/ 2 -ho c So q 2 0 as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this c6 -" day of jQ (1 u c 20 15 by a_I I"J hDAW I1 • S uQre who is personaliv known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign:_ Print: _ Li �l et la � � coP L'l Print: Seal: YP„R.�� Seal: a� � Iw4YRIA1vI E. RIVERA y MY COARMISSION # EE121169 '�F.k�oPc Ek'PIREJ: September 17, 2815 APPROVED BY (Revised02/24/2014) GL M Y KIAM L. KIVFR k MY COMMISSION # EEI2I169 ,,00fEXPIRL;3. September 17, 2015 ` .NOTARY FI. N,tary- Discount Assoc Co. AtY�*4�kMik �k �k�k �k�Y N�i�Mtk+YMMYe �R N��k Mc Plans Examiner Structural Review Zoning Clerk ACC>Rl'r CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) �...�-' Fi/14/2015 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 Keyes Coverage Insurance 5900 Hiatus Road Tamarac FL 33321 CONTACT NAME: SllZ].e B. PHONE FAX AIC No Ext: - - AIC No: ADDRESS: suzieb@kevescoverage.com 5/5/2014 PRODUCER CUSTOMER IDB: 12 651 INSURER(S) AFFORDING COVERAGE NAIC # X _i COMMERCIAL GENERAL LIABILITY INSURED Best Garage Doors, Inc. 9780 N.W. 79th Avenue INSURER A: Hartford Fire Insurance Co 19682 INSURERB:Twin CitV Fire Insurance Co 235 INSURERC:ICW Group Ins. Service 27847 Hialeah FL 33016 INSURER D: CLAIMS -MADE LJ OCCUR rt -- INSURER E: INSURER F: COVERAGES — CERTIFICATE NUMBER: 1644618239 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 PERTAIN, 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 D L BFt POLICY EFF POLICY NUMBER MM/DD POLICY EXP MM/DD LIMITS A LGENERALLIABILITY Y Y 5/5/2014 5/5/2015 EACH OCCURRENCE $1,000,000 X _i COMMERCIAL GENERAL LIABILITY �210ESOF5029 DAMAGE T REN ED PREMISES Ea occurrence)$300,000 MED EXP (Any one person) $10,000 CLAIMS -MADE LJ OCCUR rt -- PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $$2,000,000 *L AGGREGATE LIMIT APPLIES PER: —� PRODUCTS -COMP/OPAGG $2,000,000 POLICY 1 X PRO- : X LOC $ A AUTOMOBILE LIABILITY Y Y 21UUNNX8112 5/5/2014 5/5/2015 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) x ANY AUTO -- BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ _ - SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE (Per accident) $ $ Y a NON -OWNED AUTOS $ B X—� UMBRELLA LIAB X OCCUR Y Y 21HUON0103 5/5/2014 5/5/2015 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $5,000,000 DEDUCTIBLE Underlying GL/AL/EL $ Follow form $ IX RETENTION $10,000 C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / NR ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? [N N/A Y WFL5023310 01 4/1/2014 4/1/2015 X WCSTATU- OTH- ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 i DESCRIP11ON OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Certificate holders are included as additional insureds on a primary & noncontributory basis for on-going and completed operations as respects auto and general liability when required by written contract. Waiver of Subrogation on the GL/AL and work comp is included when required by written contract See Attached... CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 N. E 2 Ave Shores FL 33138 AUTHORIZED REPRESENTATIVE <fMiami ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 12651 LOC #: ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Keyes Coverage Insurance Best Garage Doors, Inc. 9780 N.W. 79th Avenue Hialeah FL 33016 POUCY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE:CERTIFICATE OF LIABILITY INSURANCE 30 days notice of cancellation -10 days for non-payment of premium Certificate Of Competency: 000014586 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights The ACORD name and logo are registered marks of ACORD a� ��__-___. r Florida Building Code Garage Door Windload Design Pressures The positive and negative design windloads for the garage door open Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), (Exposure C), 175 mph ultimate wind speed for Miami Dade County. Address: Eduardo Locatelli 680 Grand Concourse Miami Shores, FL 33138, Miami Dade County Garage Opening Size: 160" x TO" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 24' 1" Report # DPR-150105-A-01 s) listed below are derived from the Florida ction " i ores illage APPROVED ®Y DATE ZONING DEPT BLDG DEPT 111A � 9-)— URJECT TO COMPLIANCE WITH ALL FEDERAL I A r AND 00t1NTy RULES AND REG CATION' Roof Slope: Not prove e Measurement of Nearest Garage Door Opening to Building Corner: 1'8" Positive Design Load:+33.8 PSF Negative Design The following Clopay Building Products Company Doors meet the requ Clopay Model 4400/4401/4300/HDG/4301/HDGF/4310/HDGLW6T, 162" x 77, Approval # 13-0402.03, Dwg # Z,kUn!Tad1V2PSF. JAN 14 015 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 2010 Florida Building 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. goes ��4 --,- , Scott H milto Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 1/5/2015 . . . . goes 008000 66 • s s 0 g •0000• 0.HAIL i� ...... e 6 O.. .......<� �� c6 \GEN g'.0 1 • ,.0 .... . •606.. 0 •0000 • �. F 0666 • 00006 `. •' • • .: j No 63286 090000 ... 606•• ,r e e 66 as •. 06 0 6600.0 �� g STATE OF :• 1000:• 666668 :O^•.• �v�: e . gee g :sees: A ;• -;f/ONALS '%`' MIAMI -RADE fluAMI-DARE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Strect, 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) www.mlamldade.%toWecouomv Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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: 2" EPS Ins. W6 Steel Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites (DP +38,42 PSI) APPROVAL DOCIIIVMENT: Drawing No. 104724, titled "W6 DP 38 2" EPS Insulated Doors", sheet I and 3 of 3, dated 10/12/2012, with revision 4 dated 03114/2013, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami Dade County Product Control approval stamp with the Notice of Acceptance number and revision 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, Troy, OH, 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, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any prro dash for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply w•it�any seolimot this NOA shall be cause for termination and removal of NOA. • • • 0.0.06 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florrt1h, Ind folio*ed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displaj►dci;•tAlln it shall lb done 0000 in its entirety. 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer oI d�rlbutor Viand shall be available for inspection at the job site at the request of the Building Official. • This NOA revises NOA # 12-1022.03 and consists of this page 1 and evidence page Ev 1,A%%vel1 as apgroval document mentioned above. The submitted documentation was reviewed by Carlos M. IItrera, P.E. ; 6 • • • 6 0000.. 6 6 NAA No613-M.03 • • Expimflon Date: Decembet427, 2017 0000.0 0000.0 .0000. 00000 0000. 0000.. 6 6 000000 " �/�q/aot3 Approval Date: May 23, 2013 Page 1 CIonav Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104724, titled "W6 DP 38 2" EPS Insulated Doors", sheet 1 and 3 of 3, dated 10/12/2012, with revision 4 dated 03/14/2013, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0801.01-12, dated 02/06/2013, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-1022.03" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) 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 16'2"x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0801.01-12, dated 08/15/2012, signed and sealed by David W. Johnson, P.E. 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-0463365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submiffed under NOA # I21022.03" 1. Jamb anchor calculations prepared by CIopay Building Products Company, dated 12/10/2012, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02 issued to SABIC Innovative Plastics for their Lexan Sheet Products, approved on 04/24/2008, expiring on 07/17/2013. 2. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Test Report No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino. 3. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS, Test Rg� ;rt No. 3082959-500, prepared by lntertek Testing Services, NA, Inc., dated 09!16/2005, SiP�b1 by C. Anthony Pefialoza. .. • • • • 0000.. 000.. . ::000:00 • 0000:0 F. STATEMENTS "Submitted under NOA #.121022.03" • • • 0 • • 1. Statement letters of code conformance to 2010 FBC and no financial intie'rd nissued l*.:. 0 • 000.. Clopay Building Products Company, dated 10/30/2012, signed and seatl�� • *Scott Hamilton, 90:060 • 0 0 000 00000 P.E. 10 lJ� I4' GE$j••..•• • • ••• • •Itarlis M. Wera, P.E. Preduet•Controt ffix niner • • 144A No 13-ONOr2.03 Expiration Date: Decemberd% 1017 Approval Date: May 23, 2013 E-1 3. 27 GA FLUSH 27 Cdl LONG 4301, HDGF 4310, HDGL 68, 6201 67, 676 4 m i ME ;I MODELS 24 GA SHORT 27 GA SHORT SE200 CLOPAY 4400, 4401 4300, HUG HOLMES -- 66, 66G, 6200 IDEAL -- SP200 Q (1) 20 GA. BACKER PLATE BETWEEN EACH C>•.el EMBOSS LOCATION THAT CONTAINS A CENTER DRAWN BY: SH HINGE. ATTACHED WITH DOUBLE SIDEO DATE: 9/28/12 SCALE: NTS'. ACRYLIC ADHESIVE TO BACK OF DOOR 0-- ' CHECKED BY: SH DATE: 10/12/1 SHEET I OF 3 ISIZE L u¢ m uroas DWG. NO.: 104724 VER: MD to to ------ a rr --- - u u — — u u •-- - 3. 27 GA FLUSH 27 Cdl LONG 4301, HDGF 4310, HDGL 68, 6201 67, 676 A 1 OF 3 OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. MAX. GLAZING SIZE IS 18-1/2' x 11'. GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. SEE SECTION B -B FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) 16 CA. DOUBLE END STILES. MAY BE NOTCHED FOR LITES. VIEW "8' SEE SHEET TWO) VIEW C' (SEE SHEET TWO): TWO POINT LOCKING INTO TRACK. FA REVISIONS DATE: I ECN NO. APPVO: I DESCfBPTION 3/14/13 - SH I REVISED TOP BRACKET AND TOP STRUT PLACEMENT. IMPACT—RESISTANT CONSTRUCTION; SOLID DOORS (NO GLAZING) OR DOWNS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH CBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL. BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. f GLAZING SHOWN IN TOP SECTION. •+ m i ME ;I p , 6203 SF200 SE200 A 1 OF 3 OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. MAX. GLAZING SIZE IS 18-1/2' x 11'. GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. SEE SECTION B -B FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) 16 CA. DOUBLE END STILES. MAY BE NOTCHED FOR LITES. VIEW "8' SEE SHEET TWO) VIEW C' (SEE SHEET TWO): TWO POINT LOCKING INTO TRACK. FA REVISIONS DATE: I ECN NO. APPVO: I DESCfBPTION 3/14/13 - SH I REVISED TOP BRACKET AND TOP STRUT PLACEMENT. IMPACT—RESISTANT CONSTRUCTION; SOLID DOORS (NO GLAZING) OR DOWNS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH CBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL. BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. f GLAZING SHOWN IN TOP SECTION. AS - —d A OPTIONAL OUTSIDE KEYED LOCK POS1T1 UN2 ao LHR TOP ET. � - MAX. DOOR WIDTH a 16'-2' (1) 3 -IN ROLLER CARRIER (P/N SNAP LATCH ENGAGES INSIDE ELEVATIONS 0120394) USED WITH 3- TRACK. ONTO VERTICAL TRACK. ONE SNAP LATCH ON DDIIN HEIGHT SEa OlF OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 Be PER VEHICLE. EACH SIDE OF DOOR. UP TO 7'0• 4 VENTS SIHALL IN SLIDE IXRT LOCK WITH CIOPAY DRAWING 101848. _ 3 7X TO 8`9' • 5 9'0• TD 10'61 6 1019• TO 12'3• 7 12.6• TO 14'0• a 4'7 TO 15.9- 9 16'0• ]0 MAX SECTION HEIGHT• 21' i *.J• No 632881. * so04qt• (� 1) STATE :j • • '�iFir�. � R Irp,HraDj� • • DESIGN ENGINEER, SCOTT HAMILTCR6 PW- • e LOA LL ENS Na 6 SECTION B -B (IMPACT -RESISTANT GLAZING OPTION) OPTIONAL. MULTIPIAwm Mm mm TAPE SNAP—IN OEM. • (BETBEEN FRAME AND FACADE). L • MCORATNE FRONT FACADE. SlLI:ONE SEALANT • • • • % (UWMSIM SKIN MW �). CfO�I• POUSTIMENE REVdNER FASTENED TO FRAME WOH • (10) IS x 3/4' PAN HM MACHINE SCROM Ffb*X & G1A21NO. .... ....... . . ..... . .. . . .. .... . .... ... . . . .... . K1 r •. ♦._1 �Ie _ Cal_ • _•�ti. .;u. N - C •1oftoom �f•!16 F7od0a •+ m i ME ;I p , +CE°°° CCIo ay°y4— $11-7T0 VINOLOAD RATING W 6 D P 3 8 ry - * ° ° N0. N837 A18 DESCRIPTION: 2' EPS INSULATED DOORS (SEE TABLE FOR MODELS) C>•.el 00 - *� pO00 a * �� DRAWN BY: SH DATE: 9/28/12 SCALE: NTS'. AS - —d A OPTIONAL OUTSIDE KEYED LOCK POS1T1 UN2 ao LHR TOP ET. � - MAX. DOOR WIDTH a 16'-2' (1) 3 -IN ROLLER CARRIER (P/N SNAP LATCH ENGAGES INSIDE ELEVATIONS 0120394) USED WITH 3- TRACK. ONTO VERTICAL TRACK. ONE SNAP LATCH ON DDIIN HEIGHT SEa OlF OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 Be PER VEHICLE. EACH SIDE OF DOOR. UP TO 7'0• 4 VENTS SIHALL IN SLIDE IXRT LOCK WITH CIOPAY DRAWING 101848. _ 3 7X TO 8`9' • 5 9'0• TD 10'61 6 1019• TO 12'3• 7 12.6• TO 14'0• a 4'7 TO 15.9- 9 16'0• ]0 MAX SECTION HEIGHT• 21' i *.J• No 632881. * so04qt• (� 1) STATE :j • • '�iFir�. � R Irp,HraDj� • • DESIGN ENGINEER, SCOTT HAMILTCR6 PW- • e LOA LL ENS Na 6 SECTION B -B (IMPACT -RESISTANT GLAZING OPTION) OPTIONAL. MULTIPIAwm Mm mm TAPE SNAP—IN OEM. • (BETBEEN FRAME AND FACADE). L • MCORATNE FRONT FACADE. SlLI:ONE SEALANT • • • • % (UWMSIM SKIN MW �). CfO�I• POUSTIMENE REVdNER FASTENED TO FRAME WOH • (10) IS x 3/4' PAN HM MACHINE SCROM Ffb*X & G1A21NO. .... ....... . . ..... . .. . . .. .... . .... ... . . . .... . K1 r •. ♦._1 �Ie _ Cal_ • _•�ti. .;u. N - C •1oftoom �f•!16 F7od0a •+ 0 P S F -4 P S F PART NO.: N/Asullftooft p , +CE°°° CCIo ay°y4— $11-7T0 VINOLOAD RATING W 6 D P 3 8 ry - * ° ° N0. N837 A18 DESCRIPTION: 2' EPS INSULATED DOORS (SEE TABLE FOR MODELS) C>•.el 00 - *� pO00 a * �� DRAWN BY: SH DATE: 9/28/12 SCALE: NTS'. R 0-- ' CHECKED BY: SH DATE: 10/12/1 SHEET I OF 3 ISIZE L u¢ m uroas DWG. NO.: 104724 VER: MD 2 1 71 .71 71 4 I 3 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 1 27 GA LONG CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL HOL.MES -- 66, 666, 6200 68, 6201 67, 67G, 620 IDEAL -- SP200 SF200 SEM JAMB TO SUPPORTING STRUCTURE ATTACHMENT THE LOAD FROM THEDOOR DOR ISOR TD THE TRACX arra THEN FRW1 THE TRAGIM TD �� TO TFff FtOPoZONTA2 (Top) ma . N0 LOAD FROM THE IS 2. EACH VERTICAL JAMB SEES A M%XUUM MOM ILMI OF +304 LB & -3J8 LB. PER LINEAR JAM 3. ALL JAB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A 4. A 11/3 STRESS INC MOUNTING � WIND LOAD WAS NOT USED N THE MCUtATION OF A.LOWAmE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MA50nW WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2■6 PRESSURE 3REATED SVP GUM 12 ON BITTER) WOW STILLS OF A STRESS ORADE NOT LESS THAN 1200 PSI NOMM EXTWAT FIBER STRESS PRESSURE TREATED SVP (GRADE e2 EBENDING R) ST OF AQSTRREESS c HIGH ORNOT � THAN 1200 PSI NOMINAL EXTREME FABER STRESS IN BOMM (Fp) FOR DOORS UP TO 18.0' HVIL SIM WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. W% 2 oADBETCTER) WOOD JAMB SHALL BE ANCHOM TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. SLOCIM WALL CELLS SHALL BE FTU.W VDfH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE I== AND INTO TIE BEAMS. ALL BARS SHAD. BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING, PER BLOCK WALL. OR CONCRETE COLUMN. BLOCK WAIS ANO CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND N ACCORDANCE WTR1 THE FLORIDA MOM CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 2OF3 FZ1 L 3? 7 • FIRSM ( p ANOMOR STARII�X, AT NO MORE THAN HALF OF THE NA70MWM Od-CENMER DISTAD L MO( 4W DIM tHSTAILED, AT tEA§T AR HIOt AS THE DOOR OhNt, CLOPAY DOES NOT SUPPLY JAW ATFACMWENT FASTENERS. MINIMUM DISTANCE REMM CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/2"-, "MUD= STUCCO MCKHES& DESIGN ENGINEER • • • • • • • SCOTT HAMILTOIV P • • • • - FLORIDACEN N Ra M S • 4 • • 0:0 Or . ..... . .. . . ...... . .... .... . . .... . 0* L � I REVISIONS 1. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPT 04 - I SEE REVISION HISTORY ON SHEET 0 SILICONE FIRED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. 1.05' THICK 1# DENSITY tiAAI NO.: N/A EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTHEXTERIOR � (1 ) 12 GA. GALV. STEEL TOP ROLLER AND INTERIOR SKINS. . *'► Z% No 6328@ •00 witf+me6laMW. FOAM MANUFACTURED BY bi • •� 8 bj= • •MeYJ • PFAMER INDUSTRIES. INC. OR `� i • FALCON FOAM. '�i.Fo•:OR1.9'• • • •• DESIGN ENGINEER • • • • • • • SCOTT HAMILTOIV P • • • • - FLORIDACEN N Ra M S • 4 • • 0:0 Or . ..... . .. . . ...... . .... .... . . .... . 0* L � I REVISIONS 1. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPT 04 - I SEE REVISION HISTORY ON SHEET 0 SILICONE FIRED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. 1.05' THICK 1# DENSITY XSIGN LOAM,PART P.S.F.MQ NO.: N/A EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTHEXTERIOR � (1 ) 12 GA. GALV. STEEL TOP ROLLER AND INTERIOR SKINS. WINIMMAD RATING W 6 D 3 8 BRACKETS 2* x3#i4Oi/88-- FOAM MANUFACTURED BY DRAWN BY: SH BRACKET ATTA04EO W/( SHEET PFAMER INDUSTRIES. INC. OR CHECKED BY: SH METAL SCREWS. ADJUSTABLE SLIDE ATTACHED FALCON FOAM. DWG. NO.: 104724 VER: MD TO TOP BRACKET WITH (2) 1/4 xl/2" BOLTS AND NUTS PER BRACKET TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SIGN (DRAWING QUALITY) WITH G-40 MN. GALV., BAKED -ON PRIER AND A BAKED -ON 4' POLYESTER PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SI N. 4-1/4• 14 GA GALV, ROLLER HINGE. EACH HNGE L FASTENED TO END STILES WITH (4) 014x5/1 SHEET METAL AND (2) 1/4"x3/4' SELF $Tftl1T, TAPPING SCREWS. SEE VIEW "B". OM7" MN. GALV. STEEL, 50 KSL MMIN, ONE 4" T -STRUT PER SECTION. (SEE /'VIEW -D' EACH T -STRUT ATTACHED AT 27 GA (OA16' NDN.) EXTERIOR STEEL / EACH HINGE LOCATION WITH (2) SIGN (MN. YIELD STRENGTH: 45 KSI. 1/4`x3/4` SELF TAPPING SCREWS. DRAWING QWITH G-40 hNN. UALITY) GALV. BAKED -ON POLYESTER PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. - j 13 GAL CAM STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/B• SHEET METAL SMVi . —ALUMNUM EXTRUSION & VINYL WEATHERSTRIP. 9#105/8- SHEET METAL SCREWS O 0 OO O O 1/4"x3/4' SELF TAPPING SCREWS. 14 CA ENDHINGES 18 MN.)tNTERMEO=HINGE VIEW VIEW SECTION A -A ,(SIDE VIEW) 106 IC XSIGN LOAM,PART P.S.F.MQ NO.: N/A TO' LERANCE° S. .0 - 1.031 .00 = 1.015 000 = 1.005 AM o i �r Dwe- ' N Mim CIo4 ay �,� Bod q Rodkto faM 513- WINIMMAD RATING W 6 D 3 8 A DESCRIPTION: 2' EPS INSULATED DOORS (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. R CHECKED BY: SH DATE: 10/12/1 SHEET 2 OF 3 jStZE L DWG. NO.: 104724 VER: MD 2 17 4 MODELS 24 GA SHORT CLOPAY 4400, 4401 FO]LMES -- IDEAL -- D 2" TRAM CONFIGURATION poofts UP TO SOO LBS, y� 27 GA SHORT 1 27 GA FLUSH 4300, HDG 4301. HDGF 66, 66G, 6200 68, 6201 SP20D SF200 NM TRACK IX RATION ABOVE THE OPENING DOES NOT AFFECT THE YIIOT LOAD RATING OF THIS DOOR. DOOR COUNTERBALANCE SYSTEM PF 3" TRUX CONFIGURATION DOORS 800 LITS AND R. mulAwrwrim exeuNTis(oR Bxivf� PImNx Pradaclf3m+td HAMj����i, No SM6 • i 1k• • sratL- OF• 27 GA LONG 4310, HDGL 67, 67G, 6203 SE200 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WON (3) 5/18• X 1-518" LAS SCREWS AND TO TRACK WITH (2) 1/4 RNEM ROD. $PACING NTE 14" O.C. 2" GALY. STEEL TRACK. TRACK TIBCONESS: OJR3: TYP. 2-1/2' X 12 COL OALV. STEEL TRACK BRACKETS. ATTACHED TO JAMB WITH (1) 3/16' X 1-5/e" LAO SCREW PER TRACK BRACKET. 14- L SHUT, 3 OF 3 pm Nn.I 7nNF F HORIZONITAL TRACK SUPPORT BY DOOR DWAUJ R (TO SUIT). JAMB CONFIGURATION DOOR DOORS -ME TO_800 LBS HEIGHT •L" 7'- 1" DOOR OVERLAP (fact 2x8 SVP WOOD JAMB. SEE 3" MR 8 -8 aA JAMB PREPARATION NOW NM- TRACK CONFIG (RATION ABWE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF TIO$ DOOR, CENTER HANG fEQUA FOR l- DOORS OVER W HM 3" GALV. TAPERED STEEL. TRACK AND ARBIL TRACK �,—TEImu : 0.101'. MME RLI:I8VE8S: 0.080'. H MIN. ANGLE DIAMMONS 3-1/4• x 2-7/8: SUPPORT `. AL TRACK i4" MA70HNLH SPAti10i DISVILER JIKNCTION. iW0 i/4• ,TS I'm LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOURM SLATS SPACED AT 12" CENTERB. 112" ON NEMER 48' REVISION HISTORY OPTIONAL STOP MOULDING BY INSTALLER (TO SUIll 18 GA QALY. STEEL DOUBLE -ENO -STELE FASTENED WITH (1) g8 X 1/2' WAFER SCFMW. END SME OW.: 3-3/4 X 2-1/8" X 3/8'. Wow JAM WITH S/8• x 1-5/8" 7 18" L0. ROM 18 CA MV. STEEL. CENTER HNOE LAC SCREWS NOT TO EXCEED 14" P� NUT FASTENED TO INTER SMES W/(4) EACH ON -CENTER. HON. OF (8) UIO FASTENER. ®14x8/8' SHEET LIETAL SCREEM SCREWS REQUIRED PER .WAIL 14 GA. GAIN. STEEL ROLLER HIMM FASTENED TO END SMIS W/(4) EACH B/4x5/e' SHEET METAL. ATPS AND (2) 1/4` SELF TAPPING SCREWS PER END HINGE. 2" GAIN SHEET. TRACK FASTENED TO ; 12 EI pLLV STEEL TRACK BRACKETS 2" D1A. 7-1/2• LONG STEM. 10 BALL STEEL ROLLER WH STEEL OR NVLON TIE. TRN1 EITHER (2) 1/{' ON. RIVETS Ct (1) 1/4" X 5/8' BOLT & NUT PER Brom C -c TRACK 8RACK0. -- LHR BRRCKET (2-1/2" x 5-3/4" x 120A) PREPARATLON OF JAMBS BY OTFHFRS. ATTACHED WITH (2) 1/4' x 3/4' SELF TAPPING Sptm NOTE THAT LHR BRACKEIS ARE ALSO USED WITH 'OOUM END SIVE' AS SHOWN IN ZONE 8-3 SHEET 1. JAMB CONFRIMMON OOUSI.E TRACK OO�tS BOG LBS AND OYER, Lel HEAORIIOM OPilt)N (AYNL. FOR SIH 2" ALO 3° 7RACIt) HORIZONTAL 1" DOOR OVERLAP (EACH -0 TRACK. 2x8 STP WOW JAMB. SEE STOP NEDU RNO BY DOOR INSTALtPR (ro SUIT). JAS PREPARATION NOW. 16 tM GALV. STEEL. DOUBLE -END -STILE FASTENED WITH (1) /8 X 1/2" WAFER oPoZ6MA T� SCREW. EFTA STILE ODI.: 3-3/4 X 2-1/e" X 3/8'. By 3-1/a• x 2-7/8• MIN. x 0.080' TAPERED ./ (TO SILM ANGLE SEE LAG BOLT MOUNTING AT TRACK 18 04 QALV. STEEL CENTER HINGE CONFKRIRAROK BELOW. 1 -7 18' ROUND FASTENED TO INTER SOLES W/(4) EACH FASTENER 014x3/8• SHEET METAL SOWS. 0.101' TH82( 3" CALV. STEEL TRACK FASTENED 14 GA GALV. STEEL HOLLER HINGES FASTENED TO END TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH 814x5/8' SHEET METAL ;�ItEWs TAPERED AINGLE WITH CNE 1/4 a3/8' ALT & ANO (2) 1/4' SELF TAPPING SCREWS PER END 1INGE. NUT AT EACH fNOUNiBNG SLOT. 3" OIA. 8-1/2• LONG STEM BALL BEARING STEEL RMLER. sECTIaN c -c 100 I1:l • • r,„r,,,, '�ff • Ye` TRACK BOLT AND NUT AT FACT �'''''C$� F,tffiE+ARATION OF JAMBS BY OTFffR5. • • ` SLOT IACATtON P -4 P.S.F. PART NO.: N/A p T� • • • • VERtIM KkJeee Staled 00xhense 85&5 VINDLDA0 RATING ~ 22' LENGTH TOLERANCES m �, Clo play T �,/ 6 D P 3 S -0 A = 1.031 soft Predutle F. No. 1 8 ONE 5/18' x 1-8/8” LAG SCREW SPACED AT THE SAME 00 = t.O1S DESCRXPMON: 2' EPS INSULATED DOORS (SEE TABLE FOR MODELS) f0' • • • 1 1 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2'. 10". 2Y. 34•. AW •• *.005 •� / 132 48', ETC.). ADDNTIONAL LAC SOWS LOCATED AT 18". 28 OM ". & DO - *A01 DRAWN 8Y: SH DATE: s/ae/ta SCALE: NTS or 3-1/20 4 '1 40" FROM BOTTOM. TWO, LAO SCREWS ALSO LOCATED ABOVE Degreex - *1/2' CHECKED BY: SH DATE: 10/12/1 SHEET 3 OF 3 ISVE JJ •4 • • • • • VERTHCAL/HOONTAL TRACK JUNCTION. tUdIm Stated 00—Tse uGR ARE IG actum DWG. NO.: 104724 VER: MD 4 3 2 1 • •• • • % in • ••