Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-12-1113
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176352 Permit Number: WS -6 -12 -1113 Scheduled Inspection Date: July 25, 2012 Inspector: Rodriguez, Jorge Owner: TORO, FERNANDO Job Address: 117 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALLIED DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060131810 Phone: (954)942 -8550 Building Department Comments REPLACE EXISTING GARAGE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 174921. NO ACCESS JR 7/24/12 July 24, 2012 For Inspections please call: (305)762 -4949 Page 35 of 40 Miami Shores Village P�. II JUN 1 3 2r e c9 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 B L ING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Boo e Permit No. Y L 11 Master Permit No. ROOFING ® eee,NA State: 'PLC OWNER: Name (Fee Simple Titleholder): we io Address: 1 117 City: I1 191/4 1 Si-to Ze5 Phone #: 3E.:151/.'3876 Zip: 33 / 3 e Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / / l A E /0 e?— S City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: / / — 3 02-0 6 - 01 3 / g,% 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name:,LL/CD 7/60 Rs C (' 11\16--- phone#:(01-9 Vol ?-5— Address: / 67 SC CT— City: -PO 14 P,'7sird ; State: Qualifier Name: D E� � (S Teo fil /�c G L L.- State Certification or Registration • CZ C 0 3 3- 13 ?Certificate of Competency #: 4 Contact Phone #: Af f�A� I E V) i flO &R 11 l eCJ - d oo rs, e 0 M.._ DESIGNER: Architect/Engineer: Phone #: Zip:33 0 6 C) Phone #:� it Address: Value of Work for this Permit: $ (Q®Cf Go Type of Work: ❑Addition UAlteration Square/Linear Footage of Work: New alikeCP Description of Work: E I L'A ( & (5T/ (V G X 7 jam r UDemolition ******** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /< % es'✓ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DU—E--$—''41 UE $ CO /CC $ Bond $ s 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 permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me. this( day o �V , 20 � t, by �' d4NI 1 i% who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: LY ?SA- flit, My Commission Expires: yvi APPROVED BY LYDIA M. LAROCCA Notary Public - State of Florida c My Comm. Expires Jun 5, 2014 Commission # DD 975463 Bonded Through National Notary Assn. 0 Signature 4”i Contractor `` The foregoing instrument was acknowledged before me this I day of C 3fG". ,20r, by—PEN NLSR.-0M/4- i1/4i67-4-( who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: GVa -� Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Sign: Print: 2_,3_cLet, 0 Pr tit- My Commission Expires.: .�Pa.P2�. LYDIA M. LAROCCA Notary Public - State of Florida • My Comm. Expires Jun 5, 2014 Commission # DD 975463 *A4F ° F o-`** 3ersrterig &Notary Assn. i w.o. 'NW ® Zoning Clerk 43699 'r 0 'acc)Rn CERTIFICATE OF LIABILITY INSURANCE GATE (MMIDD/YYYY) 6/20/2011 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(ies) 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 Commercial Lines - (561) 368 -2777 Wells Fargo Insurance Services USA, Inc. 2255 Glades Road, Suite 420A Boca Raton, FL 33431 -8509 CONTACT NAME: PHONE FAX Extt: (A/C, No): AIo, ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Twin City Fire Insurance Company 29459 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER B: 21 UUNJT2113 INSURER C : 6/30/2012 INSURER D : $ 1,000,000 INSURER E : DAMAGE TO REND PREMISES (Ea occurrence) INSURER F : $ 10,000 2888906 REVISION NUMBER: See below 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 ADDL INSR SUBR WVD POUCY NUMBER POLICY EFF (MM/DD/YYYY) POUCY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 21 UUNJT2113 6/30/2011 6/30/2012 EACH OCCURRENCE $ 1,000,000 $ 300,000 DAMAGE TO REND PREMISES (Ea occurrence) MED EXP (Any one person) $ 10,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE -7 POLICY X LIMIT APPLIES JET PER: LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICEREMBER EXCLUDED? /M (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) If Certificate Holder has requested to be listed as Additional Insured, please refer to attached policy form HG 00 01(06/05) ■LR I11 IVn1 i.. I I60L.1.01..,. VILLAGE OF MIAMI SHORES ATTN: BLDG&ZONING DEPT. 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 --^- -`--- -- - - - - - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 9( ,, _ The ACORD name and logo are registered marks of ACORD ACORD 25 (2010/05) F . . 4� WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door i I II a .•, Mean .5e c Design Pressure Door Door fight Height Pos 8 7 Height 35.6 -44.7 rdth 8 8 15 352 i 1' �■ 1; 8 - 18 7 16 33.5 -40.4 8 7 18 36.1 -45.3 9 7 8 35.7 -44.6 16 7 16 342 -41.6 18 7 16 33.9 -41.0 8 7 18 36.5 -45.9 9 7 , 8 362 -452 16 7 17 34.7 -42.1 18 7 16 34.3 -41.5 8 7 18 37.0 -46.4 9 7 8 36.6 -45.8 16 7 18 35.1 -42.7 18 7 16 34.8 -42.0 8 7 18 37.4 -46.9 9 7 8 37.1 -46.3 16 7 19 35.5 -43.1 18 7 16 352 -42.5 8 7 18 37.8 -47.4 9 7 8 37.5 -46.8 16 7 20 35.9 -43.6 18 7 16 35.5 -43.0 8 7 18 382 -47.9 9 7 8 37.8 -47.3 16 7 21 362 -44.1 18 7 16 35.9 -43.4 8 7 18 38.6 -- -48.4 9 7 8 382 -47.7 16 7 9 36.6 -44.5 18 7 16 36.3 -43.8 8 7 18 38.9 -48.9 9 7 8 38.6 -482 16 7 9 36.9 -44.9 18 7 16 36.6 -442 8 7 18 39.3 -49.3 9 7 8 38.9 -48.6 16 7 24 37.3 -45.3 18 7 16 36.9 -44.6 8 7 18 39.6 -49.7 9 7 8 39.3 -49.0 16 7 25 37.6 -45.7 18 7 16 37.3 -45.0 Notes: EXPOSURE C Mean Design Pressure Door Door Roof Height Height Positive Negative rdth 8 8 352 -44.0 9 8 34.9 -43.4 16 8 15 33.4 -40.4 18 8 33.1 -39.7 8 8 35.7 -44.6 9 8 35.4 43.9 16 8 16 33.9 -40.9 18 8 33.6 -40.3 , 8 8 362 -45.1 9 8 35.8 -44.5 16 8 17 34.3 -41.4 18 8 34.0 -40.8 8 8 36.6 -45.7 9 8 36.3 -45.0 16 8 18 34.7 -4t9 18 8 34.4 -41.3 8 8 37.0 -462 9 8 36.7 -45.6 16 8 19 35.1 -42.4 18 8 34.8 -41.8 8 8 37.4 -46.7 9 8 37.1 -46.1 16 8 35.5 -42.9 18 8 352 -42.2 8 8 37.8 -472 9 8 37.5 -46.5 16 8 21 35.9 -43.3 18 8 35.5 -42.7 8 8 382 -47.7 9 8 37.8 -47.0 16 8 362 -43.7 18 8 35.9 -43.1 8 8 38.5 -48.1 9 8 382 -47.4 16 8 36.6 -442 18 8 362 -43.5 8 8 38.9 -48.5 9 8 38.5 -47.9 16 8 24 36.9 -44.6 18 8 36.6 -43.9 8 8 392 -49.0 9 8 38.9 -48.3 16 8 25 372 -44.9 18 8 36.9 -44.3 arr GARAGE DOORS 1) Design pressures have been calculated using procedures listed in ASCE 7 -10, Chapter 30, Part 1, for Low -Rlse Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application0b ® ®D 6 �d.1 °8 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the balding. ® ®®® �j : o MEt ® ®® 5) Most garage door openings will not be located completely in zone 5. Therefore individual ®.� ..t,„....0,0 N O E N s ®., .9 ®® ®m calculations will result in lower pressures. �a o s 6) For man roof heights less than 15', use 15' pressures. • ® 004857g . %I 7) This Table is only to be used In conjunction with Amarr Garage Doors. • 165 Carriage Court • Winton- Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com 1 MIAMIDADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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,mlamidade.aov /sera! Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 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 AH3 (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. 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawing To. IRC -9509- 180 -21, I. =, "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, = :s ummit Panels ", sheets /through 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, 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 revises NOA # 09- 0604.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI •. • ECOUNTY APPROVED (NOA No 12- 0228.12 Expiration Date: p Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-0228.09" "Submitted under NOA # 08- 0718.01" 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 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06 /22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 03-0502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM 297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04 /18/2012, signed and sealed by Tomas L. S ; lmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 E -1 ADA1S7AB.E MIER CARRIER ATTACHED V/ 43) 1/4' x 1/2' BEAT 6 NUT PER BRACKET 3 3/11' BMA R -TRUSS ATTACHED V/ K1) 1/4' x 5/1' H HEAD SCREVS SAT ILE EACH CENTER 10 BAIL. STEEL ST01 REALER 13 GA. GALV, COMMERCIOL TOP mum maw ATTIMIED > HEX HEAD SCREWS PER BRACKET TYPICAL TOP FD(TURES 14.TJL SEE (TABLE 8) OH PAGE IT FOR - TIDIED SEMEN CONEIGURAMIIN ICEIITE8 HINGE ATTACHED Yom/ <HEAD SCREWS WS TYPICAL DURASAFE CENTER HINGE 11.7.3. IIIIMMINIL LO}7 ADJUSTABLE SLOE amen TTACIED 5/81 3OJS x 14 GA BAMSAFE AJUSTABJT R- 33 YEA ATTACHED TRUSS V/@1 1/4 X 5/13 HEX HEAD 3 5/I2 BBBA ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREWS SEE TABLE � 4PLA 3 PLACEMENT 9'-6• NAX INSIDE ELEVATION ET.3. 4 GA. 8URASAFE END HINGE ATTACHED W (B) 1/4' x 5/8' HEX HEAD SCREWS 46A. DURASAFE ROLLER CARRIERS ATTACHED TO ELM STILE V/ CI) 1/4' x 5/8' HEX HEAD SCREWS PER CARRIER SEE (TABLE 1) ON PAGE 2 TER STRUT SPADDIG SO BALI. STEEL 9' LONG STEM RITI.LER B' THICK 24 OA. It/BAKED ON MIN FIRM 7 STILE STIFFENERS CI) 112AATED IN KASE 31.ECO ON TOP SECIWN MU STRUT HILES ACIBMENT a0 81187 IS ROWED TYPICAL STILE STIFEEPER/ C , N.T.S. v SIDE LOCK MIMES INTO WRETCH. TRACI( MI BHTH SIDES 5/8' ION ENGAGEMENT (SNAP LATCH. OR LOCK BAR OPTIONAL) ATTACH 4/(0) 1/4' x 3/49EK HEAD SCREWS TYPICAL DURASAFE END HINGE O N.T.& 31 WSWAAL D (E) LM GA RENTER STILES ATTACHED VITH Rf 711G-L -LIC AT 1311 TOP AND BOTTOM RAIL AND ADHESIVE TO INTERIOR FACE 28 GA GALV. STEEL END STILE ATTACHED NTH Of 123-1. 10 DOORS SIOi ARB X) 103-1.-IOC AT THE TOP AND MOWS RAU. T ERAMER 5/16' x 1 5/2' LAG JAMB BRACE ATTACHED V SCREWS AT DM AD N CENTER STILES 5/214 X 143 GA x' SALM MM. WO( 1/4-20 Y 8/8'IRACK (3 5/8' R-0TRUSS) TRACK 1Mp07� .0&Y SR11E BOLT AND NUT PER KM VERTICAI. JA1M MK- JANII HRAgET TRACK UN MOTING DETAIL No. B O OR N.T.S. GA COEMERGAL TOP FIXTURE ATTACHED V/ U) Lt x5/8' HEX HEAD SCREWS ;) WON 4. x BOLT AND RUTS I1 Il Yr. R- 1RI125 PER SECTION ETC HINGE 14 GA. 3 5/12H X BB GA (3 5/81 R-1R17 GALV. STEEL. R -TRUSS ATTACHED V/ (4) 1/4' HINC HEAT) SCREVS AT EACH DM STILE AND • Y 5/81 HEX HEAD SCREWS AT EACH CENTER STILE STRUT AT BITTER PANEL . SIM RETAINER 80TTO1 SILL SECTION A —A (SIDE VIEWS 14.1.21. JAI5 ® FLAG BRACKET ATTACHED TO V V/ CL) 5/16 MA. x 1 -5/12 1*0 BOLTS AND TO TRACK V/ (4) 1/4' -20 x 5/8 TRACK SPLICE BOLTS AND NUTS AT MKS LOCATION 1 -?D TRACK SPIRE TS & JAI® 1401 (0) 5/1501041 x 1 LAO BEATS 1) 5/18' DNA. x 1 -5/5' JAM AATT EA. ATTACHED A11B 5RAWRT� 12 OA. GALA STEER. ATTACHED TRACK (TABLE 3) O( PAGE e JAMB BRACKET SPACING TRACK COPB70URA1LO1 FOR 6'8' UP TO 14' TALL DOORS (1 *11/8 wT LARGE MISSLE IMPACT RESISTANT Bur= BRACKET 13 GA. ATTACHED HEX HEAD SCREWS TYPICAL ROTTEN SRACKET® N.T.S. PRODUCTUVISEID NDR 961H2t2�1112� 163 C COURT HERITAGE NR MKS , 2004) RWN ((yy,�y MODEL OE HERITAGE (Ba 9A) 1000. REDO Aexprrrot . riu°_- . Z NOM 665 048 801000)' (2* 04) 1000. E000 5201)7. I22(0. N3tiv3Te. AND DAB: 8011224' PANBLS RAY %MIDI ff REM DAIS 0 A ANSE 1110 1W1 SOLO&KENOS 08-11 -0 $B B IFDBIDWIBCZ R/8/8 WC AIM SIZE 9'x14 DESIGN LOADS 451.1 PSF -60.3 PS LAKE MISSLE 51PACE RESISTANCE 21T21; 961°1- SE MINN 0d MI 0/31457 WNW 492*0 B amour AHE PAT 4124/03 IRC- 9509 - 180-21 MIE R IONS L SEISM PE MIN Me010 SRI 1 OF 3 STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) ©00 D ©© G H ta- � 8 7' I ®" =MEMI :.;,LL 01E11I 11' b 1/2' 16" 34" 70" 88" 106" 12' 5112" 18" EtaF 78" 100' 118" 13' L 16" 151 58" 78" A4" 14' 51/2". 16" mL 79" 100" ® EDI '! SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK 7HE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER REC IVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESGN LOADS OF: +230.0 LBS/FT & —271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 8. DOORS UPTO i0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 8/8° R —TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WMD LOADS INDICATED ON THIS DRAWING IN ADDITION 10 OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAX. TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM (OILS AT THE MANUFACTURER PRODUCTION FACTURES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32.000 PSI OR MORE SHAM. BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. _--- 110" WINNE list5;7/ ALL TRACK ATTACHMENT SPACING +/— 2" ALLOWED WITH SYP OR SPF NO. 2 OR BEI tit ONLY WOOD JAMB ATTACHMENT TO STRUCTURE a X 6 VERTICAL JAMB ATTA TO WOOD FRAME ROM IIIT IRF 5/16' X 3' LAG SCREVS STAG 6• FROM ENDS THEN 20' Q.C. (1 1/2' QIDE@IENT) 2 K 6 VERTICAL JAMB ATTACHHFNT 141 P IWr(t HILTI KVIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O& (2 1/2' EMHEDNENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 18' OTC. (1 1/4' EMDEDTENT) ITV/RAHEET REDHEAD CTRU -BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' 6C. C2 1/2' EMBEDMENT) I X 6 VERTICAL JAMB ATTACT N MOLLGM C -Y0 BI ECK SMPSON 1/4' X 3' TITEN SCREWS STAR ' FRO N ENDS, USE PAIRS OF FASTENERS 0' APART) AT 8' LLG (11/2' EASEMENT) HILTI 1/4' X 2-3/4' KVIK -CON O+ SCREW' STARTING 6' FROM ENDS. USE PAIRS OF FA7ST{E.NEVRFS C.3' APART) AAT 8' ma 1/4' EMBEDHET)T) 113 6R11111411 5-90 RUICIC MOO PSI GRIOT) AL JAMB HILTI SLEEVE ARCHER 3/8'AX 3/4' STARTING 6' FROM ENDS THEW 22' az. 1/4' EMBEDMENT) NOR. USE FASTENERS FOR HELM C-90 SLOW KLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MQIIITI40 SURFACE. ',PREPARATION OF WOOD JAMBS BY OTHERS 22 00031,1311 0'12220 DOE 3T A /TWAT 110MARCMIL= F0 /COD 0641 -23 sat 8 IFOREDIDEC210 10/04/11 22 DESIGN LOADS 0v�w�4$ \�E1+4�•q` +51.1 FIE a qe• b -430.3 PSF t: if No 0048579 rirli 4�4J/j RGE IMAM OIPACT RIORsTanGCE +,,,S oNA� �•�� 10 5 5 6 0016 s SORT V1INT00- SAL£N, riG BNOD VVVAMAPRCDR 20010. 250 II8RITA88 (24 06) 1000. 2000 EOM 655 OK SUMMIT SHORT. 1412 FLIP 6� 034 04.3 PAN= 88T DRAIN 33 0d 1311 03/11/03 123M/31433131 B mom 6(E 0315 03/14p3 [RC- 9509- 1291 -21 DIGNEO3 10KIS L 3111116101 RE IL tk REO 3 0 3