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WS-14-245Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206914 Scheduled Inspection Date: February 28, 2014 Inspector: Rodriguez, Jorge Owner: MOODY, JOHN Job Address: 1131 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BEST GARAGE DOORS INC 5umung uepartment comments REPLACE GARAGE DOOR Permit Number: WS -2 -14 -245 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1132050170050 Phone: (305)821 -9720 February 27, 2014 For Inspections please call: (305)762 -4949 Page 15 of 27 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2014 For Inspections please call: (305)762 -4949 Page 15 of 27 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: OWNER: Name (Fee Simple Titleholder): Address: //—I % AJ j9r q -75; T Permit No. PER Master Permit No.(L)S I yd City: 144&.4W State: 2 �,. (4 • Zip: Tenant/Lessee Name: Email: JOB ADDRESS: // /ogf � 7 .$ 7~ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO ➢C ' Flood Zone: CONTRACTOR: Company Name: • �% " �� 3 ,05 9 6 7 �0 ®� Phone #: Address: C? 3 00 12 1 y +.l City: Hi a. fa C4 C) t? -State: _T Zip: _Z7 Qualifier Name: 4 "��� �� /��1 B. Phone #: �05 ��l State Certification or Registration #: Certificate of Competency #: 02P ® LO �6 Contact Phone #: �`7a2'5 2z (1? ZZ 4, Email Address: 5-� Ps-� � ��' a 4 r 4` DESIGNER: Architect/Engineer: ° Phonek ape Value of Work for this Permit: ® Square/Linear Footage of Work• Type of Work: ❑Address DAlteration ❑New )i(tepair/Replace ODemolition Description of Work: ^ , I Submittal Fee $___(:Q V 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 $ Bonding Company's Name (if applicable) _ Bonding Compaiy'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. 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 permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature __�JA_V 4V:7 Signature Owner or Agent Con actor a The for ping instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this day of -- , 20 LM, by C7 ,/ day of -e , 201 , by f� SuGt zle who is p rsonally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: /�` GI /�Ui 't L up MARY PAT BRIGGS My Commission Expires: My Commission r; -A MY COMMISSION # DD 979267 1 o;: EXPIRES: May 11, 2014 " °0&.� 1V1YlilAM E. ItIVERA "�FIR.Vb`'` Bonded Thru Notary Public Underw .- My COMMISSION N FE121169 Q EXPIRES: sWember 17, 2015 APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) CERTIFICATE INSURANCE DATE @AMlOD1YYYY) Or LIABILITY 2/4/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THD CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE., BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEI REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ff the certificate holder is an ADDITIONAL INSURED, the policy((es) must be endorsed. If SUBROGATION IS WAIVED, subject t. the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to th, certificate holder In lieu of such endorsement(s). PRODUCER Keyes Coverage Insurance 5900 Hiatus Road Tamarac FL 33321 Trr NAME: Suzie B. PHONE F AIC N °: ADDRESS: suzieboke escovera e.com 99009MR to v12651 EACH OCCURRENCE INSURER(S) AFFORDMG COVERAGE NAIC 0 COMMERCIAL GENERAL LIABILITY INSURED MSURERA:Hartford Fire Insurance Co 2231 Best Garage Doors, Inc. 9780 N.W. 79th Avenue INSURERB:Twin City Fire Insurance Co 235 MsuRERc:ICW Group Ins. Service 27847 Hialeah FL 33016 INSURER D: CLAIMS MADE X❑ OCCUR INSURER E M�1RER F : PERSONAL &ADV INJURY $1,000,000 COVERAGES CERTIFICATE NUMBER! zn 'A Ati 7anA 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 VY PAID CLAIMS. INSR , TYPE OF INSURANCE LTR POLICY NUMBER POLICY EFF MID POLICY MID LIMITS • GENERAL LIABILITY Y Y 210ESOF5029 5/5/2013 5/5/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea O=UM $300,000 MW EXP (Any one Person) $10,000 CLAIMS MADE X❑ OCCUR PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEMLAGGREGATE LIMIT APPLIESPER: PRODUCTS - COMP/OPAGG $2,000,000 $ POLICY X PRO X LOC JECT • AUTOMOBILE LIABILITY Y Y 21UUNNX8112 5/5/2013 5/5/2014 COMBINED SINGLE LIMIT * (Ea acaldent) $1,000,000 X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ X SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE (Per'�d� $ $ X NON - OWNEDAUTOS $ B X UMBRELLA LIAR 1X OCCUR Y Y 21100110103 5/5/2013 5/5/2014 EACH OCCURRENCE $5,00(7,000 AGGREGATE $5,000,000 EXCESS UAB CLAIMS -MADE DEDUCTIBLE $ $ X RETENTION $10,600 C WORICERSCOMPENSATION AND EMPLOYERS LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory in NHI N/A Y WEL5023310 00 4/1/2013 4/1/2014 R WCruATU 0TH" E.L. EACH ACCIDENT $1, 000, Oa0 E.L. DISEASE -EA EMPLOYEE $1,000,000 EL DISEASE- POLICY LIMIT $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS IF LOCATIONS I VEHICLES (Attach ACORD 101, Additlonal RemaAar Schedule, V more space Is regrdred) Certificate holders,as named on contract, 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 require( by written contract 'Cancellation - 30 days except 10 days for non payment of premium Miami Shores village Building Dept. 10050 NZ 2nd Avenue AUTHORED REPRESENTATIVE Miami Shores FL 33138 USA ©1988 -2009 ACI ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD All rights resery Feb.10. 2014 12:43PM BEST ROLLING DOORS QUALWYNG TRADES 0'22 ' . GaaAGE & INDUSTRIAL DOOR ' No. 2333 P. 1/1 000stt . •"�• Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 1275494 BUSINESS NAMEMOCATION BEST GARAGE DOORS INC 9780 NW 79 AVE HIALEAH GARDENS FL 33016 ,LBT� RECEIPT No. EXPIRES REMW L SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Cade Chapter BA - Art. 9 & 10 Jr ' OWNER SEC. •PYPE OF BUSINESS PAYMENT RECEIVED BEST GARAGE DOORS INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 5 000014586 $45.00 09/05/2013, ECHECK-13-W6830 This Local Business Tax Receipt only i cro aRrme 1 a1 R t d d m L Wa B a�mae Tar The p is am a Rcen�, or a cerifitmlon otle Irolder s qalficaoasto da buhes Hoher aaR eampwAb ary govanmem l or perdL nongavemmental regulatory ism and reganements which apply to die' The RECEIPT N0. abmo mtort be,disph*don alt eomk m W vvmdos Code Sec 8® $18. • Far more irdormatium viaft j 004M i Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY -�LBT,, 6992698 BUSINESS NAmvLoCA77oN ReaELPT NO. EXPIRES BEST GARAGE DOORS INC WNEWa- SEPTEMBER 30, 2014 9780 NW 79 AVE 7268246 Must be displayed at place of business • HIALEAH GARDENS FL 33016 Pursuant to County Code . Chapter SA- Art 9 & 10, OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED BEST GARAGE DOORS INC 214 RETAIL SALES BY TAX COLLECTOR Employee(s) 3 $45.00 09/05/2013 i ECHECK -13- 006830 i This Local Business Tax Receipt oayt c n&ms garment d the Local Business Tax. The Receipt Is am a ticensa, panmii or a certification of the holder s gsalificat%ma to do bu�aess. Holder t aompty tiwrtlr any governmental or nongovarnm=hd regulatory hues and requirements which apply to the bash"as, ! The RECEIPT N0. above mud be displayed on all commewa i vehicles- M@mi- .Code Sec Be-M i For more imiormatien, visit i1 75.00 i100r�t�.� ff ( jj y jpp . .. .. ��B Ccnstrwcfion Trades Qualifying Board try BUSINESS CERTIFICATE OF COMPETENCY :VW •t . 000014,586 SES T GARAGE DOORS INC. I :.. D.B.A.. J� a SUARE,- ANTHONY ALBERT Is certified under the provisions of Chapter 10 of Miami -Dade County ' ate[' iii'' a_ te��• �ki�wt�r •�:t��^F'%ikt�.�e'Ati?inri :inii�:c- :3��ts�i�;g � 04,14 m� C)J 1131 A)6 q?S�" 11 3/ V6 q757 ®s �5-? Loop PEB IA 2014 IBY-. m. dn Florida Building Code Garage Door Windload Design Pressures Report # DPR- 140129 -A-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 -10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for Dade County. Address: Barney Moody 1131 NE 97th St Miami Shores, FL 33138, Dade County Garage Opening Size: 8'0" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 96'0" Roof Slope: Not provided (use greater than 10 degrees) Measurement of Nearest Garage Door Opening to Building Corner: 2'0" Positive Design Load: +35.6 PSF Negative Design Load: -41.8 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94W7, 8'0" x 7'0 ", Approval # 13- 0625.06, Dwg # 101702, Windload Capacity: +42/ -48 PSF. Clopay Model 4300 /4301/4310/4400/4401/HDG/HDGLW8, 8'0" x 7'0 ", Approval # 12 -0710.06, Dwg # 101703, Windload Capacity: +48/ -60 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 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. S<tt H Ilton `P. E. Flon . License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 1/29/2014 No 63286 STATE OF �:� .• Al i�s ••.... •• MIA%DADE hnANII -DADS COUNTY 0 PRODUCT CONTROL SECTION 11805 SNV 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND COI)KADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade aov /economy Clopay Building Products Company 8585 Duke Boulevard Mason, OR 45040 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been'reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9' -0" Wide vv/ Optional Impact Resistant Lites (DP +42.0, 48.0 PSI+) APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ', sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 1400 West Market Street, Troy, OH 45373, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade Cotinty 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 fled 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 # 12- 0125.09 and consists of this paWl and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 13- 0625.06 rtIAMI -Dace S"OUNTY Expiration Date: August 21, 2018 f & ! 1 Approval Date: August 15, 2013 neP1A.4 z o o Page 1 . i Clopay Building Products Company NOTICE OF ACCEPTANCE: EVI$ENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/2008, witli revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "`Submitted under NOA # 08- 0618.03" 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 24113.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 9'x 8, 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01 -08, dated 05/28/2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted corder NOA # 08 -0618 03" 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/2008, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources WR) E -1 009 ,00/11 0O Carlos M. Utrera, P.E. Product Control Examiner NOA No 13- 0625.06 Expiration Date: August 21, 2018 . Approval Date: August 15, 2013 Clonav Building Products Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM 0155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T566, dated 12/04/2006, signed by Rafael E. Droz Seda, P.E. 3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T634, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. 4. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No 13- 0625.06 Expiration Date: August 21, 2018 Approval Date: August 15, 2013 C l AI 4 3 oil CLOPAY MODELS 84A, 94, 98, H94 ev °• a� "P1p1 IDEAL MODELS: 4RST, H4ST, 4F END STATS ATTACHED TO DOOR SM WRI PATENTED roc -L -LOC sYSTW. END STUB 02 16/07 0 -00 NM. WAS 0 -60 HAVE (2) TOG -L-LOC CLINCHES AT TOP AND (2) AT GOMM. ALONG THE FROM FACE: SECTION B -B � 03[ 04 /x603 AMEO EXTENDED IIEKGH MODELS HOLMES MODELS: 48 21• SWWNS HAVE (6) TOO -L -WC CLINCKM -,& ! i' 1Fa. 'O' 04 08/%13/06 ADDED OPTIONAL IMPACT RESISTANT LUES. 18' SECTIONS KIM (a) 7004 -LOC CLOCK 03 01/06/12 AFRRUEO COMPi1MCE W K FCC 2010 TRACK CONFIGURATION K0.72ONTAL TRACK SUPPORT DFTA4 'D' BY DOOR INSTALLER (TO SwTj. (1) INTERMEDIATE T 514E BETWEEN T T (I BOTTOM) MYL � TAPE. cc e, "OR lKR OBRL 11 ARKIKO WM TOG- L -I.00 [(a) AT TOP & I[onOM) iRACR URETKAHE ADHESIVE (ALONG CENTER). OPTOW OECORAVA \, OECOMTNE E HOPoZO.VTAL - -°s A SNM -IN INSERT. fRNNW FRAVL FACNx. ONE ROW OF IYPAC- RE518/MT dAttKlG VH MD1E8 I OE Bsw000AG S10.UCNML a a a a a a a TOP smmm (goO"xN) M NEXT -TO -DC -TOP j_ SWN+I. "TH (1) 1,W. /4-A XW TO FLC BRAC+iET BECTON (AOT 3.001. TRM (i) 3/613/{' CA9RaC6 BOLT. TTeI__E is -K tRAWHO 9L[ P W -I II•. (AATOO 9 NJECION T1QOE° 0E LOYW SL7t2032L • p,106� 13 QA G•LV SfF/t f1A0 BRALACf. TACH mYNENEO TO LON HEADROOM OPNON AN MNOYEO CC'J PI,L41lC IN A STMT TAY00 dANB WGII (]) !/1611 -1/2 1MOp W SQRTe3. IBC /FBC 2606. 8 � k'DIl• k�� �r'�y SECTION B-8 FOR ASSEMBLY DEWS. TUPACT RE89"E �'•-• �•% k.ry [9Q7iQyF9flif[]�T[F_�L[Z�i� i F147i A/4*1{ED TO •- - TF"-' rL- -Ir'.'-'.'._Y.'�[1�ii�7lfl[ �uz"�. DaoR Oe Qs O(�r?! ON DEED E eLIECWON M0.OEO GE LEONN [y ®F3i TRACX *TRACK TRACK SOLTS. TRACK xT1H (1) 1H'b /F• iRAdt 801.18. Y N)• M SI• x0, F-]i Q � [SQ3i mi FRAUE & FRONT /FAME & 6U8NT0. R?51l [ESi �5i t�3i 4 [9Gii�yFIIIiliR�y ['Y1)i IL�J[ F�'d milil� 3 SEE TNfatMEO. KINCE OETA4. POI.YsryRm REtNm ili Q]L' 711 fL�3Lr5i [IY]i(R'IIyfa 6L5[ FSTIL [t•5i f [Sa F:Jti R: � F.: �7i i.::Si tr -iii �'F7 o 17.7:9 fliL•)if[L1F15yiLB!•`i R11SSi SEE END Hm GErx FASTOtEB TO FRAME NWH t0 8 ay 4' PAN 1ffJ D SS L �Tfa R'ti 2' CAW. STEEL TRA0K. TRACK DaCNNES3: 0.080' 8 � k'DIl• k�� �r'�y r�(�1� i k.ry [9Q7iQyF9flif[]�T[F_�L[Z�i� i F147i i:ji R•}7Tr7i(LIiE*�]i[?ii I—== TF"-' rL- -Ir'.'-'.'._Y.'�[1�ii�7lfl[ �uz"�. DaoR Oe Qs O(�r?! '.r�aarcr���uy�r��Hrsa� [y ®F3i RC•li!➢i Y N)• M SI• x0, F-]i Q � [SQ3i mi IF'9f� R?51l [ESi �5i t�3i 4 [9Gii�yFIIIiliR�y ['Y1)i IL�J[ F�'d milil� r;3[E4 ;3�r�ro L:llr LY31R ili Q]L' 711 fL�3Lr5i [IY]i(R'IIyfa 6L5[ FSTIL [t•5i f [Sa F:Jti R: � F.: �7i i.::Si tr -iii �'F7 o 17.7:9 fliL•)if[L1F15yiLB!•`i R11SSi f F'.•1f [*Syly RSi �Tfa R'ti 4T.:'i R� Rsa i<: GL iT� "�' FET�:'NG fF3G.'•1im[FIIYr�iiR�E')i HANVUE � iFFIQ:"ii 1' Lur°CKaGT uuai t "GCIt FSOEae oElIas. TABLE ) •xa-I �R2 -1 a-n SAW. - -- rAC NUMBER A OOEt ° NSST BAIL •° eo6oa+nG1 TETrnRIE. RAISeD PANEL, dtiv INTER. SOTES DOOR �� SECTIONS- PAW- Y3 PREPARATION OF JAMBS BY OTHERS rsa O _ -- _ -- V. NIMi TREK T T— BE jN ,NE oES%N of or TUPPOR FE S[RUC Or R CORD F S SHALL L BE THE RES�t19NUIY of THE PRTM STNAL UI RECORD US THE a t s• TT[LF \ LOCATpR �� wear TWO EXCEPT TH PER > ..L 14 .�1_ HE By 8 WFOM TOLS CVI.Y ONE vm I/s � BUILOURS OR AND w ACCORD TATN CURRENT 81Rt0Xt0 I—== TF"-' rL- -Ir'.'-'.'._Y.'�[1�ii�7lfl[ �uz"�. DaoR xronN = °•-o• O(�r?! 6o1DDDtO BY OOR7 SECTION A —A 1 N • 1(CNFN AiT OIMI Y N)• M SI• x0, //-ww INSTALLER (f0 SIN» THE T tooES FoR T[rE LoAOS LISTED aE nas ORASwO. RR INSIDE ELEVATION 24 GA (0.0239. UIN. THOO DDB STEEL (Mel nELO ss.7.) ETt1a60R SIN1 wax T / S 20 CA ImR. GWN. SfEQ END SIRE, 2- 6/8•K2' .. •. I—s Tt°CK [{6�JNfS JAMB - SUPPORTING STRUCTURE ATTACHMENT (NOF i�iOFRbtl 0008) GH AM SAKED -ON POLYESTER PwxER TOP APP[k0 TO SOM SWEDES OF T ALL THE LOAD FROM THE DOOR Dt MOFERflEO TO THE TRACK M10 TNEN FROM THE VICK TO THE 2x8 ONTO � iRACR ONE SNAP IAtW ON EACH 310E OF ODOR STILE. ENO SREL SKIN. (ASTAI No. ASW)} '• VERTIAL SIP (GRWE 12 an OE"m imm NO LOAD FROM THE DOOR Is TMNg wom TO TIRE IoWYONTAI (TOP) ILM 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT RENDRED TO 10 COUNTERSOM W P A FLD.41 xx LATER SOLE r' STILE 84RF GUIDE END ENGAGES "Im 3. AM /3 STRESS WMtEAU FOR MD TAW WAS = USED w THE CAN.CUUITNON OF AI].OWABLE LOW FOR EHER TYPE HANVUE STILE VER:ICK TpMCK. 12��OAL STEEL TOP ANCHORS AM FASTENED FOR STEEL. CONMETE AND MASONRY. OUGSTME 8i°� LOCK BAR FEAC7 � ' s -3/ WOOD FRAME BUILDINGS IRA WSIDE w11IDtE ENGAGES w TRACK ON DOOR. W a)I /r SET STUD MU OF DOOR OPENING SHAD D FRAYED SC.1D BY NOT I= THAN (3) 24 PRESSURE TREATED SW MAX, 0 GODS #2 OR 8ET1FR) WOOD SIM OF A STRESS [GADS NOT LESS TWIN 1200 PT KOWM EXTREME FIBFN SAM,LOO[ nrt¢mP xLVm SA , LOON OmoN (,edE BAR TartNTG HOCK CAM SIDE OF DOOR, �Y' LocK oPTHau STRESS w BamBro (F.A STUD WAS TO D mND[DIw18 FROM FawINa TO THE BEANS. • BLOCK MlALL OR CONCRETE 14 GA OALV. 8tE0. 2A6 8TP (MADE 2 OR BETTER) WOOD JAMB %M1. ANCHORED CRAM AEOMO D BLOCK WALL OR 2 -3/4• E -1/4'- I� _ FASTENED TO END F 511LES W(�aj /1{x9/8- � SDET �1ES E E GR SM EXTENDING COWNM. BLOCK WALL CELLS SHALt BE SSIOM ALL C IE AND REOff�tCED WTWi REDtiORptt6 IMRS EITTENDWO UTW THE FOGGING AND INTO 1TE BEAMS. ALL BARS St1Al.l BE COtRUAIwlM3S FROM THE TIE BEAMS TO FODTw6 PER BLOCK WALL OR CONCRETE CM=K BLOCK MUS /WD CONCRETE WLUMNS TO BE 2"8 VERTICAL •4WB 4 ta.s/a' 9REF MEML SHIP LAP JOIAYS. MLw (a) 1/a• DEMIED BY THE SWLOIN6 ENGINEER OR ARC°TECT OF RECORD. I I ` PRODUC#RBNT(WED taPPRR[ sctaEWS. 7 -T/a 7 -1/,"' 09 —Aft V m*0no" 2 -1 /a TAU K 20 GA, aa4v. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT O Bd C.ode STL7[I. (YIN. YIELD E_ O !I- (NOT TO BE Usw FOR ATIA00=0 OF TRACt BRACRT3j a t s• TT[LF � No wear TWO EXCEPT TH PER > ..L 14 .�1_ HE By I•_uT� WFOM TOLS CVI.Y ONE vm I/s � JAMB CONAGUMT16N Pn+JHC[ TF"-' rL- -Ir'.'-'.'._Y.'�[1�ii�7lfl[ "'*' ]r"- +�`"",�'.. a,i_"'• ",r ®r;s.11��TSi Ar EACH DO A O(�r?! 6o1DDDtO BY OOR7 wTEw �Dr'7�ii'[II- QL:'Ic?R a'3- �.,:�:�1: Welt //-ww INSTALLER (f0 SIN» �Z)iEN�T� %Cri'?•7 T / S 20 CA ImR. GWN. SfEQ END SIRE, 2- 6/8•K2' .. •. 01 QO.- ,W 8-1/2 BRACKET [3 -t/2- x S -1/27 12 OA 6MV. STEEL TRACK ..Y BRACKET FASTENED To WOW JAS 1x71 ONE /1811 -1/2' WOOD IAa SCREW BOER BRACKE[. 2• SAW. STEEL TRACK FASTENEO to TRACK evcxETA EACH BRACKET ATrA%tEO WITH ONE 1 /4- RIVETS, THIS PRODUCT CORFORIIS TO THE REQUIREMENTS OF THE 2007 AND 2010 FBC. 4 91EEI METa� "9CREWS. �� • _ N2TpR FR�,g� p�F[ BpTTwT N NO ON CENTER aBTANCE. �T MTCH�W�LVSTALIFe AT LGll4T AS TiON A4 THE ODOR / AuMGRD1 GOT f8st & YBATL 6TAIxERSCRI EITNO7WOR , ,1 1 f1 I (•• ` ( R l�> ATTACHED V 18K1/2• STYE• bumOro SCREWS AT t8- J'" ON cam SPACW ((s) �tETTS ON Sw o0OR). /�OE'3tGK LOOS: +42.0 PSF & —48.0 PSF. IS M WV.. STEEL MER. HOW FASTERED W aNTEN Bn i VAS) OCR 1144W SH M MEtM. somm - -- TOLERANCES .00 = &Avg (• -,, PAGE. 11.01E Sm ROOHD P11MDt1R 6 OHSTmw ON PAM ROLLER WAn. VNaeF BWg6 ORIV.tLe AGO v O.QTO i V� •'•. '� 1 OF 1 14 OA GAW. STEEL go mm FA4TtNE0 10 . ST4ES W/(_ �)_fACN .DODO n &.607 ,PATE. : 9'O°VY x 12'0 "H #14.4/6- SHUT METAL SCRIMS & (a) 1 14- SELF iMRtO p �� OOwm c .E /2• 'G, ) . TRSCRWTtwA �i�iiiFFF C PA BLWaNG PRODUCTS ORAN BY,, T WITH CAR W7 PAN DOOR 2- TO BALL STEEL RKLEaT 1_3/11r.7/1HFxa� Building lJroductS 8585 DUKE BLVD. • : V/IT)I IMPACT RESISTANT UTCS c( DAAYRA: ATMI6Ew vTm WmF STEEL OR WILTON TIRE. Company MASON, OHIO �o 'sH I' -B 101702 MD AIL ,.. U C i A I•_uT� �� TF"-' rL- -Ir'.'-'.'._Y.'�[1�ii�7lfl[ "'*' ]r"- +�`"",�'.. a,i_"'• ",r ®r;s.11��TSi O(�r?! IFS."` �Dr'7�ii'[II- QL:'Ic?R a'3- �.,:�:�1: Welt 7IY3.::' "{JLF� ' �'3 Z7c:'* �c" 57�' �> T:�7Ie•II1r�i?"!!<T'3�.:�..�T"C' -�' 3.)[�Tr3�i`:?!LC.IE- T`.ar.�`.'� "....:.., �ir" �lr': i [*- "!f��?�^':i�i:L1i[:i �Z)iEN�T� %Cri'?•7 91EEI METa� "9CREWS. �� • _ N2TpR FR�,g� p�F[ BpTTwT N NO ON CENTER aBTANCE. �T MTCH�W�LVSTALIFe AT LGll4T AS TiON A4 THE ODOR / AuMGRD1 GOT f8st & YBATL 6TAIxERSCRI EITNO7WOR , ,1 1 f1 I (•• ` ( R l�> ATTACHED V 18K1/2• STYE• bumOro SCREWS AT t8- J'" ON cam SPACW ((s) �tETTS ON Sw o0OR). /�OE'3tGK LOOS: +42.0 PSF & —48.0 PSF. IS M WV.. STEEL MER. HOW FASTERED W aNTEN Bn i VAS) OCR 1144W SH M MEtM. somm - -- TOLERANCES .00 = &Avg (• -,, PAGE. 11.01E Sm ROOHD P11MDt1R 6 OHSTmw ON PAM ROLLER WAn. VNaeF BWg6 ORIV.tLe AGO v O.QTO i V� •'•. '� 1 OF 1 14 OA GAW. STEEL go mm FA4TtNE0 10 . ST4ES W/(_ �)_fACN .DODO n &.607 ,PATE. : 9'O°VY x 12'0 "H #14.4/6- SHUT METAL SCRIMS & (a) 1 14- SELF iMRtO p �� OOwm c .E /2• 'G, ) . TRSCRWTtwA �i�iiiFFF C PA BLWaNG PRODUCTS ORAN BY,, T WITH CAR W7 PAN DOOR 2- TO BALL STEEL RKLEaT 1_3/11r.7/1HFxa� Building lJroductS 8585 DUKE BLVD. • : V/IT)I IMPACT RESISTANT UTCS c( DAAYRA: ATMI6Ew vTm WmF STEEL OR WILTON TIRE. Company MASON, OHIO �o 'sH I' -B 101702 MD AIL ,.. U C i A