Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-12-1248
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175514 Permit Number: WS -7 -12 -1248 Scheduled Inspection Date: July 30, 2012 Inspector: Bruhn, Norman Owner: GARBER, DOUGLAS Job Address: 53 NE 107 Street Miami Shores, FL Project: <NONE> Contractor: ALLIED DOORS INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360070370 Phone: (954)942 -8550 Building Department Comments REPLACE 1 EXISTING 8X7 0/H GARAGE DOOR Passed 1,j2L Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments dz," July 27, 2012 For Inspections please call: (305)762 -4949 Page 17 of 37 I 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 BUI D G� Permit No. H'( S* 2. 14 8 Master Permit No. PERMIT APPLICATION FBC 20 Permit Type: BUILDING /�' ROOFING OWNER: Name (Fee Simple Titleholder r): �,:,d 'Ie e, 2 1bo�J4 �LA"S Phone #: 3o5 ' 157 - 139S Address: t 3 E 10 1 S City: H i A-1,1) ,3 � i G S State: r--c-- Zip: - 3 /6, / Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: c3 N t b 7 5 T- City: Miami Shores County: Miami Dade Zip: '--.-5 '--.-5 I ( / 1 Folio/Parcel #: 1 l — � r3 (0 - 0©- " 0 3 -7 0 / Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: CompanCy� Name:�'T gi-r —� �o S T �A- l JC-- Phone #: l 07 -9 E-6 Addres • / Sr- / 6 GO Ci" I ��^^ ,�°°. City: f® M PA-No ��i /4 State: (--'"� Zip: 33 O( Qualifier Name:,. E MVLS /�,,O ft r1 e, L-1, Phone# � T� �5J ) State Certification or Registration #: C.- i ) C 0 3 3- (37ertificate of Competency #: Contact Phone#> 3 ` (162'5(55?) Email Address: (1i nom, Mc-J.— &oa rs ` c Q V'' DESIGNER: Architect/Engineer: 14_. - Phone #: Value of Work for this Permit: $ I, 0 4. inea Footage f Work: 5-6 5 Q Type of Work: Addition UAlteration New epair/Replace ODemolition Description of Work: \1eTe el~1Cl S / / NC 8')(1 (}/ - ', 6LA -6 ff —boodZ ******** * * * * * * * * * * * * *** * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 50. �6"' 00 Permit Fee $ �� CCF $ CO /CC $ Scanning Fee $ fiAt,9 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 posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature caner or A. ent Contractor The foregoing instrument was acknowledged before m a this .L., The foregoing instrument was acknowledged before me this .2— day of ,20 /1„hy DO (.CLAS a RPPe-(,, day of ,20/`Z., ,by eNNISP 0MP/∎) &?X-+ who is personally kuowntt me or who has produced who is personally known to me or who has produced As identification and who did tak NOTARY PUBLIC: AI .ice fig lH Sign: Print: My Commission Exp A411 Ax as identification and who did take an oath. NOTARY PUBLIC: C4 X‘ G/641( APPROVED BY * *>tip •#a• * * * *.i Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) LYDIA M. LAROCCA Notary Public - State of Florida • My Comm. Expires Jun 5, 2014 ,7= Commission # DD 975463 F OF 09*, Natipnal. Atntack45n. Zoning Clerk t DEPARTMENT 01? 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 331754474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.gov /perm 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 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. 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 500 Classics 10 i = Garage Door up to 9' -O" Wide APPROVAL DOCUMENT: Drawin;' o. IRC -5309- 185 -21 -I ' -.' d "Model 500 Classics 1000, 2000 Flush, Bead, Raised and Recessed Panel ", ee r + i= a o , 09/11 /2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 a o 4...' a after the expiration date or if there has been a revision or change in the materials, use, and/or a e the p mind or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any ' ' , os sha 1 abtomatically terminate this NOA. Failure to comply with any section of this NOA shall be caui . dr�e inan an moval of NOA. ADVERTISEME `The OA numb •receded by the words Miami -Dade County, Florida, and followed by the expiration date may _ itdvt si literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: o f s edtii shall be available to i s. tb job si This NOA revises NOA # 09- 0312.06 an document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. all be provided to the user by the manufacturer or its distributors and the request of the Building Official. consists of this page 1 and evidence page E -1, as well as approval MIAMI DAOE COU APPROVED NOA No. 12-0228.11 Expirat Approval Date: May 3, 2012 Page 1 Amarr Garage Doors, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -5309- 185 -21 -I, titled "Model 500 Classics. 1000, 2000 Flush, Bead, Raised and Recessed Panel ", Sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, 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. "Submitted under NOA # 09- 0312.06" 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 2411 3.2.1, TAS 202 -94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 9'x 8' 24 ga steel garage door Model 500 Classica 1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01 -08, dated 10 /07/2008, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, PA., 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. Shel nerdine, P.E. SI H.JFCT TO COMPLIANCE WITH ALL FEDERAL ND COUNTY full FS AND flrflHI ATIONS d X 12012' E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.11 Expiration Date: April 29, 2014 Approval Date: May 3, 2012 D GA TOP�LER BRACKET ATTACHED V /(4) 1/4•' x 3/4' HO( � 1 SCREWS 0) 3 S/8' X 22 DA R TRUSS ATTACHED V/ () 1/4' X3/4' HEX HEAD SCREWS PER SIDE TYPICAL TCP FIXTURES O SW NAIL SECTODI HEIGHT 3 5/e' 220*. R- TRIALS ATTACHED V/ 42) 1/ 4• x A TEACH CENTER STELE 143A. �LtExH� ATTACHED HEX HEAD SCREWS 24 GA SKIN V /BAKED ON POLYESTER FINISH TYPICAL CENTER HINGE 2. 10 BALL STEEL ROLLER WS' STEM AND CO RETAINER USED FOR THREADED SNAFU PER ROLLER . 14 DA HIRE ATTACHED / (2) 1/4• x v4• HOC HEAD SCREWS 145A SHEARED ROLLER CARRIER ATTACHED R -TRUSS V/ (3) V4' x 3/4• HEX HEAD SCREWS PER CARRIER 3 5/8. 220* 0 -TRIOS ATTACHED WI (4) 1/4• x 3/4• HEX HEAD SCREWS AND (2) AT EACH CENTER STILE 140. ROLLER CARRIERS ATTACHED TO END STILE V/ CO 1/4• x 3/4' HEX HEAD SCREWS PER CARRIER MIMES vEG iTRACK ON 80TH ODES MAP LATTEAL CH. OR LEEK MR UPTOTAL) ACH WOO V OOC 4'' * 3)4' HEAD SCREWS END HINGE Be 9'-O' MAX MODE ELEVATOR )ITS 3• BMA. STRUT ATTACHED V/ (2) 1/4• X 5/0' HEX HEAD SCREWS AT EACH END AND CENTER STELE 2' 10 BATA. STEEL MILLER V/8' STEN AND CO RETAINER USED FOR THREADED SHAFTS PER ROLLER 3 -1 IE •EW BRACKET m 1/4-20 x SPACE ]OI.T JAIIN BRACKET BOTTOM BRACKET 13 ATTFCHED HEX HEAD SCREW TYPICAL BOTTLE »RACKETO N.T.S. WOOS BH K B SEND STILE 1 -1/2' X 2-5/W X 31 -1/2. (32' SECTIONS) 1 -112• X 2`5/8• X 2T -1/E' @8' SECTIONS) 1 -1/28 X 8-5/8' X 20 -1/2• @1• SECf7CSf 1 -1/2' X 5-5/8' X 17 -1/2' 08' SECTIONS) 20 FA CENTER Ml L,ULER) RD GA GALV. STEEL END STILE TEAMED wrtli 08) CBNCED JOINTS CONT. VERTICAL JAWB DO OR OHD. 2 OR GETTER) 5/8'H X 22 GA (3 •J/8' MTRUSO TRACK MOUNTING DETAIL ICES. w b 1424► SHEARED ROLLER CARRIER ATTACHED TO R -TROTS HEX HEAD SCREWS/4 14 GA L2S' X 183' X 1• PUNCHED ANGLE ATTACHED TO ADJUSTABLE SLIDE ON FIXTURE WITH (1) 5/16• X 3/4' HILT AND NUT ADJUSTABLE SLIDE ATTACHED WITH (2) 3/16• X 3/4' HOTS AND NUTS INTERIOR OF GARAGE MAX. WIDTH 9'0° -0- DESIGN LOADS +244.8 LBS /FT -279.0 LBS /FT ,.1...11.11 SEE NOTE 2 RECEMAIMELANILMEOLS 3' x EC GA. STRUTS 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. /O) PER SECTION FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL FROM THE �D� RECEIVES NO PORTION OF THE LOAD RECEIVES MAXIMUM DESIGN LOADS OF: +244.8 LOS FT & 279 LOF 3. DOOR AND HARDWARE SOIL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. MIN. EXTERIOR SIN ROLLED FORMED. WI BAKED ON POLYESTER FINISH D. DOORS UP TO 140' HIGH USE (1) 3 DX R -TRUSS AND (1) 3' 20 GA. STRUT PER SECTION 8. REFER TO TABLE 1 FOR TRACK ATTACHMENT SCHEDULE END HINGE 14 GA. 33/8'H X 22 GA. GHLV. STEEL R -TRUSS ATTACHED (1) PER SECTION W/ (4) 1/4 x 3/4' HEX TT EACH END STILE, GD AT EACH CENTER STILE BOTTOM BRACKET ATTACHED W/ (3) 1/4' X 3/4' HEX HEAD SCREWS TART SEAL SECTION A -A (SIDE VIEW) N.T.S. 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REOISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING 04 ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL CODS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COW. AND TENSILE TESTED ACING 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 MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WHIN CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COLS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE O ACCEPTANCE. LARGE MISSILE IMPACT RESISTANCE EP DEEP= OF IMMO A OREMWRIC EM DATE 0? np/m ID MAX SIZE 0'x14 DESIGN LOADS +54.4 PSF -82.0 PS? LARGE MISSILE RESISTANCE zzos 363 CARNAGE COURT V1051Q1 -IALOL NC. BONS WI/ARAM= Model #500 Classica 1000, 2000 PLUSH, BEAD. RAISED AND RECESSED PANEL BE E Rl N SID D lE 09/11/08 MEN MAW B 0870081' SR ex ems IRC-5389-185-21-I BIER SEW L 581800E P.L UC IA WOE 500 1 CF 3 13 GA. FLAG BRACKET ATTACHED TO WOOD JAMB W/ C3) 5/16 DOA. X 1 -5/8• LAG BOLTS AND TO TRACK WI (4) I/4' -20 x 8 TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION 1/r-20 TRACK SPLICE BOLTS & NUTS SE.RM TO 4AMB WITH (( /16 CIA. x 8° LAG BOLTS. (1) AT SPLICE LOCATION AND (2) IN UPPER PORTION OF FLAG BRACKET (1) 5/18° OUL x 1 -8/8' LAC BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET (SPLICE) THROUGH N SEE (TABLE 1) FOR JAMB BRACCET SPACING 12 GA. GALV. STEEL TATACHED BRACKETS (1) 1/4 ° -20 x 3/8' TRACK SPUCE BOLT & NUT TRACK CONFIGURATION FOR 6'B° UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE 2 x 6 VERTICAL JAMB ATTACWJFNT 70 ROOD FRAMF Q047ll:TT V 5/18' X 3'. LAG SCREWS STARTING 8' FROM ENDS THEN 20" O.C. (1 1/2' EMBEDMENT) 2 x 8 VEBICAl JAKR ATI D4ENF TD 2000 PSF CONCRETE HETI KINK BOLT 3/8' x 4" STAINING 8' FROM ENDS THEN 24' O.C. (2 1/2' EMINENT) n(RAMSET REDHEAD (T�RU -BOLT) 3 /B'aTB 4 SST T is" 244toc4(2 1magmas) - WMPSON 1/4' X 3' TITER SCREWS STARTING 8' FROM ENDS. USE PAWS OF FASTENERS (3' WART) AT S' O.C. (I 1/2' EMBEDMENT) HELD 1/4" X 2-3/4' 1081K -CON II+ SCREWS STARTING B' FROM ENDS, USE PAWS OF FASTENERS (3' APART) AT 8' O.C. (1 1/4' EMBEWIEN1) 2 X S VERTICAL JAMB ATTACHMENT TO ORCITFO C-00 BLOCK Mono PSI HDSI SLEEVE ANCHOR 3 X 2 -3/4' STARTING 8' FROM ENDS THEN 20' C.C. (1 1/4' EMBEDMENT) (OR USE FASTENERS FOR HOLLOW C-90 BLOCK) *LAOS AND COLTS CAN BE COUNTS UNIT TO PRCWE A FLUSH MOUNTING SURFACE. *PREPARATION OF WOOD JAMBS BY OTHERS CONCRETE STRUCTURE HOLLOW BLOCK STRUCTURE - 1--� i/5' INN 5-2/4' HEN 1-7113 15N 2X8 JAMB TV. 3' ION aropl0pBrlalb iEAQB . Aoapas55 • C.:.! At; J! AEI MINKS WSW A BFDAIID TO FIX b0 OAIE BT RAIN ES MAX x 14 DESIGN WADS +54.4 PSF -82.0 PSF LARGE IMPACT SSILE RESISTANCE 148 CARRIAGE alb VOBTO%-S LL N. NC. 571NK WaINIIIW.MH 'Model #500 Classica 1000, 2000 FLUSH AND BEAD PANEL SHE Rabb $1B Off 03(1T/$ 210160 RIMER B woo se DATE NAM IRC-53O9- 185-21 -1 EMIR 1I E L WSBBBBE PE Mk MD BRIT 2 ff 3 TABLE 1 DOOR HEIGHT TRACK ATTACHMENT OPTION 1 Ljpta 00311E D © ©0 ©00 ©00© i�.,�� Uzi r:�7E . IM COMA MIESIBEREASSEMBIRr7 0E510 38" 48" 58° 68 RIEMEIIIVIERIEEAEZEBIEIEMDNIEBflESEIMEEEPrff''' !-11 • 14° 0046" 86" 68" 78" ®E1510 38" 46" 56" 68" 1551 88" IM MIUMIIIM= e 9 rE Mr ON aTA& A , ° 7 y . 14 00 46° 56" 88" 78" 88 100"mumn-w 1�3.v,�S, ,rte �1 '9 T EEema�at��9p E a M {�:; �.':�_.�.:., �,.. ._� .§ �:..a..�&�r,..ra �sE Wlt- �.'.i,..�.?�... _;..3 F.'�i. , x�rk+ __,.i k;�_; 014" m0 46" 66" 68° 78" 88" 100° 110° Egimm Eyfitliti weaEgi MLA MI43 N...:�P EHW..vSMIA4i" -E: • Eal 38" 46" 56° 68" m 88" 100" 110" 122° MEM ig r_rn1� �1 4 P E I �I' r 5 Cf �a lnwe L' >CJ �.�Y..1?]�:.cY,. .,: ik..4.�is^ +� .c .. 3a.��"e '.x.31: ��. .� L.o..f..S,..xcv!•—.�i. p 14" 15I 38" �a< 46" 56" 68" 0 88° 100" 114° 122" IM� °rfl ,, LF rau E ; 5filr-ffi,r 77 { 1E RcYb7milaoy?a i"'o z 4 1 O la 7' S 76° 8' 88" g 10' 11' 100" 112° 124° 12' 136" 13' 148° 14' 38 48° 58° 88° 78° 88" 100° 114° 122" 134° 146" 160" DOOR HEIGHT 8' 10' 11' 12' 13' 14' ALL TRACK ATTACHMENT SPAC NG +/ -2° ALLOWED WITH SYP OR SPF NO. 2 OR Bt I !tit ONLY TRACK ATTACHMENT OPTION 2 SPUCE 000 D © ©0 ©00 ©00 3.5" 10° 34 46" 58" 1111.11111..1111==.1 I t S. tI r , . ----- - - -. ME OEM sfy -p .a -- S 76° 10" 10° 22" 34" 48" 58° 70" 88 22" 34 46" 58" '10" 22°[480 70" 70° 82° 82" 84° 94' 100" 112° 108" 124" 136" ALL TRACK ATTACHMENT SPACING + —2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY TOP FIXTURE REINFORCEMENT ILLUSTRATION 0 T NOTE& 1. ZINC COATING 2. MATERIAL YIELD STRENGTH: 33 --49 KSI. 3. MATERIAL HARDNESS: 80-80 ROCKWELL B. 4. 1.25° X 1.25° X 1° X 14 GA PUNCHED ANGLE MAY BE USED TABLE 2 Section s . i e Locations (Measured From Left MEI 111212 Heights) Panel A Width to Leading Embossment Edge (in) meats Spacing Between Embossment Pairs (In) 4.000 rz7awm �0 25.063 00� paw ®mimi © . 277.063 0 0771.4±±11© FacoucrABVenD •tom**whkdmElands Lisildiog Cods r �� 165 CARRIAGE CORT V ASICR-sWse. ee 57ID6 Vwrseetcm t4 Model #500 Classioa 1000, 2000 FLUSH AND BEAD PANEL SDi DEM Er WE DUE e/1/a3 p6aBB ILA B aEaES DT WE ISE ems IRC -5319- 185 -21 -I 1351105 Ina L SWIM PE Il:66 OXON SILT 3 Q 3 12/ oeueneff wee A MOAIPDTOI30?m0 CAE ST 11/1/I3 IN MAX SDF 9' a 14 DESIGN LOADS +54.4 PSF . —62.0 PSF FACT RESISTANCE �u Q,prrbr 53 itrz .4t ['Wm 4(4/ t -4/ 4-5 0 1.0 S. 5 a WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width Door Height Mean Design Pressure Positive Hel.ht .- • Posfive ' 5i=; 8 7 35.6 -44.7 34.9 -43.4 16 8 15 33.4 -40.4 15 8 16 7 33.8 -41.0 18 7 35.7 33.5 -40.4 8 7 35.4 36.1 -45.3 9 7 33.9 35.7 -44.6 16 7 16 34.2 -41.6 18 7 36.2 33.9 -41.0 8 7 35.8 36.5 -45.9 9 7 17 36.2 -45.2 16 7 34.0 34.7 -42.1 18 7 36.6 34.3 -41.5 8 7 36.3 37.0 -46.4 9 7 34.7 36.6 -45.8 16 7 16 35.1 -42.7 18 7 37.0 34.8 -42.0 8 7 36.7 37.4 -46.9 9 7 35.1 37.1 -46.3 16 7 19 35.5 -43.1 18 7 352 -42.5 8 7 37.1 37.8 -47.4 9 7 35.5 37.5 -46.8 16 7 35.2 35.9 -43.6 18 7 37.8 35.5 -43.0 8 7 37.5 382 -47.9 9 7 35.9 37.8 -47.3 16 7 21 362 -44.1 18 7 35.9 -43.4 8 7 37.8 38.6 -48.4 9 7 362 382 -47.7 16 7 35.9 36.6 ' -44.5 18 7 38.5 36.3 -43.8 8 7 382 38.9 -48.9 9 7 36.6 38.6 -48.2 16 7 362 36.9 -44.9 18 7 38.9 36.6 -442. 8 7 38.5 39.3 -49.3 9 7 36.9 38.9 -48.6 16 7 24 37.3 -45.3 18 7 392 36.9 -44.6 8 7 38.9 39.6 -49.7 9 7 372 39.3 -49.0 16 7 25 37.6 -45.7 18 7 37.3 -45.0 Notes: EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative `• 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 36.2 -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 -41.9 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 35.2 -422 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 38.2 -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 25 38.9 48.3 16 8 372 -44.9 18 8 36.9 -44.3 GARAGE DOORS 1) Design pressures have been calculated using procedures listed in ASCE 7 -10, Chapter 30, Part 1, for Low -Rise 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, slope, Category 4 residential application. e ®il 5 a ng, arty roof slo Risk C pplication ® ®� ®gyp ®� 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. ,' c �.. 1 14 5) Most garage door openings mill not be located completely in zone 5. Therefore individual 4�� °.�4` 0 0 E N �• r9- 1, calculations will result in lower pressures. ®� Cie • -z / ma 6) For mean roof heights less than 15', use 15' pressures. �`- NoJ 0048579 '�t0 e 7) This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court . Winston- Salem, North Carolina 27105 Phone (338) 744 -5100 • Fax (336) 7445815 www.amarr.carn