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WS-12-47Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170970 Permit Number: WS -1 -12-47 Scheduled Inspection Date: March 20, 2012 Inspector: Bruhn, Norman Owner: COIRIN, CATHERINE Job Address: 140 NE 104 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 1121360130770 Phone: (954)942 -8550 Building Department Comments replace 2 garage doors Passe Failed .9 -,96—raL Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 168663. March 19, 2012 For Inspections please call: (305)762 -4949 Page 9 of 15 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 UI DING PERMIT APPLICATION FBC 20 RECEIVED JAN1�012 J BY° Permit No. 'S I (2---Mr4"-- Master Permit No. Permit Type: BUILDING ��AA ROOFING -- 11 OWNER: Name (Fee Simple Titleholder)l..� Heiz_!NE l.`7WEAi Co, R Iv Phone #: 3b6— 7 3 3 -e)-03 7 Address: I 1//0 %J e n10 41 City: M 1 41( �' IC Fj State: �— �— Zip: 1 3 Tenant/Lessee Name: Email: Phone #: JOB ADDRESS: I y) NE 1 O < City: Miami Shores County: Folio/Parcel #: 1 — — 0 1 3 - 077 Miami Dade Zip: -77 13 Is the Building Historically Designated: Yes NO 2c Flood Zone: CONTRACTOR: Company Name: Wo: (ZS S T L Addre • I 'S ( S C.Y City: ifl M � 0i d State: r -C__ Qualifier Name: -OF N 1•%S -Rot-IPI.0 ELL State Certification or Registration #: �C 66- 0 3 3 ` 137 Certificate of Competency #: Contact Phone # :C /57 ! g to" O p v Email Address: it I (1ae) ail I ed -d00 rs• c o r".. ��--- PhoneR9 —`1 ��� Zip33O c) Phone# !gi DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ( 3©S 00 Squar inear Footage of Work: 1/ - Type of Work: Addition OAlteration UNew Ii1Repail ep1ace Description of Work: et<� pZ AC° i S 1 i D /M- 7 i2S t ODemolition . 7 * * *. .. ..... * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ __ f Permit Fee $ I 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 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 osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o !ch posted notice, the inspection will not b a roved and a reinspection fee will be charged. ��_^ dot = ���,) Signature V� `� I`tL�Signatur� e Owner or Agent The foregoing instrument was acknowledged before me this day of j UI M , 20 /2 by CAT%62 r N i R-1 J who is me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Si Print: 7,) Imam. inkortivi V aROCCA Notary PUL of Florida my Comm. Exp ?014 emission # Bunord it,, National ,. My Commission Expire APPROVED BY 3N' •1 (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Contractor The foreg instrument was acknowledged before me this % day of Jeu, , 201 -2., byi( E PK.) 6 eROl -tA1.1 E' LL,( who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY '_ : LIC: • ! LYDIA M. LAROCCA Notary Public - State of Florid:, My Comm. Expires Jun 5 * * *a(x,.tAten§ nnet,5463 � Bonded Threu jh National Notary As fining Clerk CR41.0 r l,n -e.s C 1, 9,Noties DEF'i" BLDG DEPT DATE SUBJECT i0 CC,MPIIANCE WI Fri ALL FEDERAL STATE ANL CC UN i f r{ULES AND REGULATIONS CI ui if Cti • - r O - F o • (CD. fro a�� GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) DADE COUNTY FLORIDA 146 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C Door Door Mean Roof Design Pressure Door Width Door Height Mean Roof Height Design Pressure Positive Negative nth- FiargnT Height Positive 8 7 +41.3 -51.9 8 8 15 +40.9 -51.1 1s " 9 8 +40.6 -50.4 16 7 +39.2 -47.7 16 8 +38.8 -46.9 18 7 +38.9 -47.0 18 8 +38.5 -46.2 8 7 16 +41.8 -52.5 8 8 16 +41.4 -51.7 9 7 +41.4 -51.8 9 8 +41.0 -50.9 16 7 +39.7 -48.2 16 8 +39.3 -47.4 18 7 +39.3 -47.5 18 8 +38.9 -46.7 8 7 17 +42.3 -53.1 8 8 17 +41.9 -52.3 9 7 +41.9 -52.4 9 8 +41.5 -51.5 16 7 +40.1 -48.8 16 8 +39.7 -48.0 18 7 +39.8 -48.1 18 8 +39.4 -47.3 8 7 78 +42.8 -53.7 8 8 98 +42.4 -52.9 9 7 + -53.0 9 8 +42.0 -52.1 16 7 +40.6 -49.4 16 8 +40.2 -48.5 18 7 +40.2 -48.6 18 8 +39.8 -47.8 8 7 19 +43.3 -54.3 8 8 99 +42.8 -53.5 9 7 +42.9 -53.6 9 8 +42.5 -52.7 16 7 +41.1 -49.9 16 8 +40.6 -49.1 18 7 + 40.7 -49.2 18 8 + 413 -48.3 8 7 20 + 43.7 -54.9 8 8 + 43.3 -54.1 9 7 + 43.4 -54.2 9 8 + 42.9 -53.3 16 7 + 41.6 -50.5 16 8 + 41.1 -49.6 18 7 + 41.1 -49.7 18 8 + 40.7 -48.9 8 7 21 + 44.1 -55.4 8 8 21 + 43.7 -54.6 9 7 + 43.8 -54.7 9 8 + 43.3 -53.8 16 7 + 41.9 -60.9 16 8 + 41.5 -50.1 18 7 + 41.5 -50.2 18 8 + 41.1 -49.3 6 7 22 +44.5 -55.9 8 8 22 +44.1 -55.0 9 7 +44.1 -55.1 9 8 +43.7 -54.3 16 7 +42.3 -51.4 16 8 +41.8 -50.5 18 7 +41.9 -50.6 18 8 +41.4 -49.7 8 7 23 +44.9 -56.4 8 8 29 +44.5 -55.5 9 7 + 44.5 -55.6 9 8 + 44.1 -54.7 16 7 + 42.6 -51.8 16 8 + 42.2 -51.0 18 7 + 42.2 -51.1 18 8 + 41.8 -50.2 8 7 24 + 45.3 -56.9 8 8 24 + 44.9 -56.0 9 7 + 44.9 -56.1 9 8 + 44.5 -55.2 16 7 +43.0 -52.3 16 8 +42.6 -51.4 18 7 +42.6 -51.5 18 8 +42.2 -50.6 8 7 25 + 45.7 -57.4 8 8 25 + 45.2 -56.5 9 7 +45.3 -56.6 9 0 +44.8 -55.7 16 7 + 43.4 -52.7 16 8 + 42.9 -51.8 18 7 +43.0 -51.9 18 8 +42.5 -51.1 °OA �•i_• ggg9 ei to so4'�� :grim p��'��0 Notes: 1) Design pressures calculated using calculation procedures listed in ASCE 7 -05. 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building. 3) Calculated based on enclosed building, any roof slope. 4) Importance factor 1.00, residential application. 5) For mean roof heights less than 15', use 15' pressures. 6) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston - Salem, North Carolina 27102 -0288 165 Carriage Court. Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744-5815 www.amarr.com GARAGE DOORS May 12, 2011 Re: Roller Shaft Requirements To whom it may concern: The roller shaft lengths indicated on wind load drawings are minimums. The intermediate rollers on some doors require nine inch shafts because they engage two roller carriers. The top and bottom rollers do not require nine inch shafts because they only engage one bracket, however; a nine inch shaft may be substituted. This substitution would in no way compromise the performance of the door under specified wind load or operating conditions. Sincerely, Brandon Gentle Application Engineering Team Lead LTR06 -11 PO Box 288 • Winston- Salem, North Carolina 27102 -0288 165 Carriage Court • Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Models 950/6551 i tional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing ed "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush , s u eets 1through 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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. LIMITATION: 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 laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 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 # 08- 0718.01 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 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buldinacode Expiration ate: ep e Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS "Submitted under NOA # 08- 0718.01" 1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08- 0718.01" 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 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 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 08- 0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04/27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0718.01, issued to Amarr Garage Doors approved on 08/28/08 and expiring on 09/04/13. E -1 ;;ice bait)? :trios M. trera, P.E. Product Control Examiner NOA No 09- 0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 ADJUSTABLE RLLLfR CARRIER ATTACHED V/ O) 1/4' x I/8' BOLT I NUT PER BRACET 13 GA. GALV. CIERERZIAL 111P REALER BRACKET ATTACHED WAS) VP x 6/8' IFX � BRACKET 3 5/8' 2258 R -TRUSS ATTACHED • V/ OD 1/4' x S/8' HER HEAD SOEVS AT EACH cum STILE S'SOTSI� TYPICAL TOP FACTURES RES. SEE CADE A ON IRECCESENDED SECTION PCOOTONNATDN 1488 OEASAFE CENTER II/NM ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREW TYPICAL DURASAFE CENTER HINGED N.T.S. py- °ip�II J �`I1 Itrii ow lama 8' TRACE 24 Q8 MO EXTERIOR OCR ./ 1-40 GALVANIZATION AND �1I4D ON POLYESTER P 894 STILE STIFFENERS (3) LOCATED EN RIME ON TOP SECTION ONLY HN2.PS FIR STRUT ATTACHMENT ENT OF STRUT IS D STELE LOCATION ADA$TABLE SIRE BRACKET ATTACHED V /(E) 1/4-20 x 5A3. TRACK BOLTS AND 14 GA DURSAFE AJIISTABLE ROLLER CARRIERS ATTACE0 TD 3 5/8' MCA 8-TRUSS VAR) 1/4 X 5/8 HEX HEAD TABLE 4 CH PAGE 3 FOR STILE DACE/ENT 9'-C PAX INSIDE ELEVATION N.T.S. 14 GA. DI2RASAFE END NODE ATTACED V/ (B) VP x 5/8' HEX HEAD SCREWS 3 SAP P88L ATTACHED VT/ (4) V4HSS WS SCR 33/4'ION SIMIAN 0 0 TYPICAL STILE STIFFENER O N.T.S. SEE CABLE D ON PAGE 2 FOR STRUT SPACING 8' 2718 STRUT ATTACHED V OD 1/4' X S/8' HEX HEAD SCREWS AT END AND CENTER STILES ROLLER CARRIERS ATTACHED TO END STB.E V/ (3) V4' x S/8' HEX HEAD SCREWS PER CARRIER 9' O BALL STEM GOD STEN ROLLER B' 10 BALL SEED- S' STEM RI01FR SLIDE LOCK ENGAGES DIT0 VERTICAL TRACK CH BOER S22S 5/8' HDI DENIDE IT COFQUOEi TO SFBC 3603 -8 (SNAP LATCH. CH LICK BAR CPTffiVAL) ATTACH V /@) 1/4' x 3/41EX HEAD SCREWS TYPICAL DURASAFE END HINGE O N.T.S. g�1�pp BD GA GM.V. STET. ED STELE (SWPlEDN1f]OlBY INSTALLER) ATTACHED 915 NW TEEt -LGC AT EOM RAIL T RETADEER ROILHt (3) 20 OA. CENTER STILES ATTACHED WITH (D 101 -L-LOC AT TIE TOP MD 287)28 TAO DMA ADHESIVE 5/16' x 1 S/8' LAG SCREW ID PER JAPE BRACKET (D 1/4-20 x S/8 TRAO( SPLICE BEAT AND NT PER JUG BRACKET O 3/8' R -TgSSf mac TAC0164 Aar CONE MESCAL 4*85 PINE TRACK MOUNTING DETAIL (NO.2 81110) N.T.S. TYPICAL BOTTOM BRACKET NTS GA COMITERCIAL 7CH FIXTURE ATTACHED V/ (4) 1/4' x 5A1. HEX HEAD SCREWS ADJUSTABLE ant BRACKET ATTACED 1/4' x 1/8' BELT MC RAS R- TRUSS PER SECTER END l4 GA DID FLAG BRAT ATTACHED TO WOOD .MXD V/ CO SA6 OA. X -S/8' LAG BEATS AND TD TRACK V/ N) 1/4' -80 x S/8 TRACK SPLICE GILTS MD 16U15 Ir78AC® AT ACK LDGIICH 1 20 'TRACK SAUCE BOLTS & NAYS 1, UXi eau AAA WIN (3) S/Dr DUL x 1-6/8" „,, '% II J� (� "TRACK SPLICE 9011/ NUT !I fi IJ 0 3 5/914 X E8 GA (3 5/8' 8- 1RUSS) GALE STEEL R-TRUSS ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREWS AT EACH END STILE AND OD 1/4' x S/8' HEX HEAD SCREWS AT EACH CENTER STILE STRUT AT BOTTOM PANEL V STEEL RETAINER / 891128 SAL SECTION A -A (SIDE NEW) N.TS BATON BRACKET 14 GA. ATTACHE VA3) VP X 5A8' WITH HEX MUT SCREWS A GA. BRACKET ELDER 0E00 JAMB ATTACHMENT TO STRUCTURE (1) 8/18' DA. x 1 -8/B' LAG 8EAT ATTACHED TO JAMB AT EA JAYS BRACKET 12 OA. GALE STEEL ATTACHED ERMINED 1 1/4"-20 x 5/2' & CABLE 3) ON PACE 8 FOR JANE MCKET SPACING TRACK WIDIGURA11IN1 FOR 8'8' UP TO 14' TALL DOORS P'BODTJQF 1leirNN P1RN181 P,UiLU(TREVASED As;ma y:mg AWkeskurid. AGLepem8b08-1,71 fidtdrag n w 07- 040443 5/I8' X 3' LAG SCRIMS STARTING 9' FROM ENDS DEN 24 O.C. (1 1/2' T) 10.11 RIG( BOLT 3/8' X 4' STARTING B' FROM ENDS TEN 24' 0.C. (2 1/2' EMBEDMENT) HEM SLEEVE ANCHOR 3/6' x 2 -3/4' STARTING 6' FROM ENDS THEN 18' 0.C. (1 1/4' REDHEAD (118.1 -B00) 3/8" X 4' STARTING 6' PROM ENDS TEEN 24' O.C. (2 Ite DIMMEST) a x B VFRTCAL JAMB ATTACHMENT TO C-AG GLOM 140.5 SLEEVE MMDR 3/8' X 2 -3/4' STARTING 8' FROM ENDS TRIM 18' M0. (1 1/4' mvAumsEr TAPCO1 1/4' X 2-3/4 STARTING Hr FROM ENDS. USE PAIRS OF FASIE83 (3' APART) AT 16' 0.1(1 1/4' BAMMEi1) *LAOS AND BEATS CAN BE COUNTERSUNK TD PRAI!E A FLUSH DAUNTING SURFACE BY '8 W AANCKQt EDGE DIS�TANCEE 202 4 X1/3 INCREASE IN ANCHOR ALLOWABLE LOAD DIE 10 SNORT 118E DURATION HAS BEEN By Mtenx Thy HEY li CESRPRIN NOS DAff BY A ATOM A2WI8. MIL 02 &H® JCD1D 2- 12-20(0 MAX SIZE € 9 x 14 DESIGN LOADS +51.1 P5F --603 P5F LARGE MLSSLE IMPACT RESISTANCE INS CAIBIIADE 0507 VDS1011-SALLR. NO GRA ~HARMS( MODEL POD mom (24 0A) 1006. 2000 ®MODEL 655 OM 8W Ya! (BS GA) 1000. 2500 8808'P. LONG. FfOM AND BEAD PANELS 9E MAIM DJ ME 03/12j0 IO110 MAW 8 03510 Ak as alms CRC- 9509 -180-21 81M IW*NL MEIN PEItIbMA MET I IT 3® TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP ' #2 A• B C D E F G H T 6' 8" 5 1/2." 18" 34" 52" 21 ". 13' 6" 21° 21" 70 1/2' 7' 51/2" 18" 37" 58" 13' On . 21" - 21" 21" 781/2" 7 8" 5112" 13" 31° 49` 67' 18" 18" 821/2" 8' 51/2" 16' 34" 52" 70" 21" 21" 21' 881/2° 8' 6 ,5112" 16" , 37" 56" :76" : 18" 18" 94112° 9' 51/2° 13" 31" 49" 67° 85° 18" 21" 1001/2" 10111/2". 9' 6" ;5112" 16" 34" 52" 70" 88" 88" 10' 51/2" 16" 37" 58" 76" 94° Eli ".: 9'6" 1121/2" 10'`8" 51/2" 16" :'37° 5V 79" 100" 18" 18" 4181/2° 11' 5 1/2" 16" 34° 52" 70° 88" 106" 18" 124 1/2" 11' 6" 51/2° 18" 3r. 58° 76 94" _ 112" "' 1301/2° 12' 51/2" 16" 37° 58° 79" 100" 118" 21 "; 1381/2° 121 " 5 1/2" 16" 34 ". 52" 70" : 88" 106" 124° 142:1/2" 13' 51/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 13'5" '51/2" 16".:37" 58" 9" ':100''' 118" 136" 1541/2": 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btrn ' #2 ' #3 #4 #5 #6 #7 #8 14' 0" . 21" 21" 21" 21" 2:1" 21w, : 2? 21 ". 13' 6" 21° 21" 21" 21° 21" 18" 18" 21" 13' On . 21" - 21" 21" 18" 18° .18° 1 18" 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12'0 "' 21" '21" 21" 21" 21' 18'" "21" 30" 11'6" 21" 21" 21" 18" 18" 18" 21" 11111" 21" .98" 18" 18" .18" 18" 21" 56" 10'6" 21" 21" 21" 21" 21" 21° 88" 1010" - 21" 21" 21" 18 " °' 18" 21" Eli ".: 9'6" 21" 18" 18" 18" 18° 21" 100" 9' 0" 18" 18" 18" 18" 18" 18" 68" 8' 6" 21" 21" 21" 18" 21" ' 8" 0" 21" 18" 18° 18" . 21 "' 7' 6" 18" 18" 18" 18" 18" 7"0" 21" 21 "; 21" 21" 38" 46" 6' 6" 21" 18" 18" 21" DOOR HEIGHT TRACK ATTACHMENT SPLICE A, B C D E F G H I J K L MN S 6' 6" 3" 14" 27" 38" 46" 56" 64" 70" 7' 3" '---3" 14" 27" 38" 46" 56" 68" 76" 7' 6" 14" . 27"- 30" . 46" : 56" 68". 78" 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" 8' 6" 3" 14" ' 27" 38" 46"' '56" Eli ".: 78" 100" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" ' 3" l4" 2"' 3 ''::, 11 " "' 7 V 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" 11 ' =14" " "';- ',. '. ' 110" 1'188" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 11' 6'" 3" 14" , 27", ". 1 86"., ,.68" 78"' 88" 100" 110 "-121 " ' 30 ", 12' 3" 14" 27" 38" 4.6" 56" 68" 78" 88" 100" 110" 122" 136" 12'6" 3" 14" , 27" 38" 46"' '68" ' 68" . 78" 88" 100" ;109" 122" 132 ". 142" 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 6" , ; 3" 14" 27" . 38" 46" '. "i . 68" 78" ..88"; 100" 109" 122 "" 134 " - 144" 164" 160" 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" INTERIOR OF GARAGE -y MAX WIDTH 9'0' + 111111111 11 DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 99-271.4 LBS/FT SPECIFICATIONS AND NOTES 1. AU. THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/ET 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 70° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/Bi R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® EL THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02. ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 20.1 9. 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 ASIM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE PRODUCTREV1SED WY MOW= !MOM "BT a'Ao1 ops°NTN.asIkeda lade A AflWW01122122C1023.6934FG1MDD W-02-0691 Aocep ,mNNOr'-' OP Evian. ', eYlTpi9' 3 MAX SIZE 9 ■ 14' DESIGN LOADS +81.1 PS? -60.3 PER PsDDOCr Bolklimeado ALSSIE IMPACT RESISTANCE 155 TNaII00: COURT WD 100.SNDI. NC: VW VIANNIARRAXIN YODEL 950 111 11ITAGE (24 G!) 1000, 2000 1000, amo 0211(0021. SB0SP, TONG, MITE, (( AND DEAD MED awn* 9E IBATe el w CAE 03/12/63 MOM KEBE B OEDEDST ME DAR tamp IRRC - 9509 -1B0 -21 MEM DIODE 91DBIDE PE GC Se B4RRI 9933 2 6 S® ®TABLE 4 Section Width (It) Panel Type Center Stile Location (Measured Left Edge) let (In) 28t (In) (in) 8' O S) oti: 24.812.. 48.0110 71.188 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.625 48.000 71.375 812 .:, 24.318. 49.000 . ' 73:884 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8'.4 St ort : 24.580 60.009 75.420 8' 4 Long 25.000 50.000 75.000 8' 4 Bead 25.625 50.000 74.375 8'; 8 : OW 28:09 51.Op . 75.971 76.500 8' 6 Long 25.500 51.000 8' 6 Bead 26.125 51.000 75.875 8'113 Short 28:659:. 82.00 77:341, 8' 8 Long 28.000 52.000 78.000 8' 8 Bead 28.825 52.000 77.375 8' 10 Short 27.034 53.000 78.968 8' 10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Slwrt 27.596 54.000 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 _!lKEA*EV6W F'B81Id9ED Ba .rADt Fe.1� .2o� wlm�efistil 4w" M0E0144441401013 &wpm= NIA aelpiodoe HO OFSC:'AON ff ADa08 20E jST A AIR10nn102/21ECI®.4SARDA S 22 MAX SIZE 9' x 14' DESIGN LOADS +51.1 PSF -60.3 PSF LARGE MISSLE 01PACT RESISTANCE TT $8 CORE= COURT V8 Tl -SAlat Olt 27103 vwMN8,W7 MODEL 050 BEBITA® (24( GA) 1000. 2000 ®SHORT. LONG. FWBB. AND HEAD) PANEW S8 MIN IN ad EWE a3/0/03 OVV6114801 8 mom sr AE aE amnia IRC -9509- 180-21 MED! 110SL SWIM PEIGlaSI SIN 3 ff 3 ®