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WS-16-152 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251240 Permit Number: WS-1-16-152 Scheduled Inspection Date: February 08,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SHERMAN,ALAN Work Classification: Garage Door Job Address: 1286 NE 99 Street Miami Shores, FL Phone Number (305)757-5503 Parcel Number 1132050090150 Project: <NONE> Contractor: ADCO OVERHEAD GARAGE DOOR INC Building Department Comments REPLACE GARAGE DOOR& NEW CODE 16'X7'SOLID Infractio Passed Comments GARAGE DOORS NOT IMPACT RESISTANT LITE NOT INSPECTOR COMMENTS False GLASS TOP Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 05,2016 For Inspections please call: (305)762-4949 Page 23 of 45 M, PenzIM0.x ' -1 2 softMiami Shores Village perm# ,V indows ShuAters 10050 N.E.2nd Avenue NE 6 0a 9i cSfidw C4e Door Miami Shores,FL 33138-0000Al Phone: (305)795-2204 w. PerMr Stahl APPEn; Pt"outy� ts � 127I 't6,,. Expiration: 07125!2016 Project Address Parcel Number Applicant 1286 NE 99 Street 1132050090150 Miami ALAN SHERMAN Shores, FL Block: Lot: Owner Information Address Phone Cell [ALAN SHERMAN 1286 NE 99 ST (305)757-5503 MIAMI SHORES FL 33138-2643 Contractor(s) Phone Cell Phone $ 1,189.00 ADCO OVERHEAD GARAGE DOOR IN Valuation: . . ..... __ Total Sq Feet: 112 Type of Work:REPLACE GARAGE DOOR&NEW CODE 16% Available Inspections: No of Openings: 1 Additional Info: Inspection Type: Classification:Residential Final Review Building Scanning:3 Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# WS-1-16-68390 01/27/2016 Credit Card $76.20 $50.00 DCA Fee Education Surcharge 01/20/2016 Check#:9624 $50.00 $0.00 Permit Fee Scanning Fee Technology Fee Total: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining'thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting:this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS'AFFID T: 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 inUVE uthorize the above-named contractor to do the work stated. January 27,2016 Autho ' ed Signature:Oikner / Applicant / Contractor / Agent Date Building Department Copy January 27,2016 1 r 1 Miami Shores Village jT;1 _ ' Building Department JAN 2.0 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 -0" - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2019 ° BUILDING Master Permit No.UU� PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP car m- ,NI n CONTRACTOR DRAWINGS JOB ADDRESS: )o�UlC "l City: Miami Shores /� County: Miami Dade Zip: �3.�138 Folio/Parcel#: 11 -3005 - V®9 - d 150 f Is the Building Historically Designated:Yes NO IX Occupancy Type: Load: Construction Type: Flood Zone: BFE:c� FFE: OWNER:Name(Fee Simple Titleholder): �/� 4� � r � Phone#: 7®0"y-36 -20-by Address: e b Al. i l,4 s j City: & 1 A-.t-� t SN �� State: Zip: 3 3 !3A Tenant/Lessee Name: Phone#: Email: 3h) C n--0 r) P2 o A e- CONTRACTOR:Company Name: A—dca tl))41 ( &61-s =T✓)C. Phone#: -YS� Address:' �7F57:2 NUJ �0 Jif City: Iv to I�)'1 ( State: 1 �L Zip: �3 C(o C10 Qualifier Name: 1 `) m 6e� Ee r no fel 6 e z Phone#: � State Certification or Registration#: Certificate of Competency#:J�Qi UU-79� DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: r //ll 1 Value of Work for this Permit:$ �/ 00 Square/Linear Footage of Work: . Type of Work: ❑ Addition ❑ Alteration ❑ New IN Repair/Replace ❑ Dem�lolitio - Description of Work: 8 Q -� r 9q-- ea) code (/-�k-/r Soa b /uo-r &&AS S �P. Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ V ZO CO/CC$ Scanning Fee$ Radon Fee$ U�) DBPR$ °p Notary$ 63 Technology Fee$ P 6Training/Education Fee$ 0. 9() Double Fee$ q) Structural Reviews$ Bond$_0 TOTAL FEE NOW DUE$ nr a 0--P) (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa e OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day oft ,20 by of 20- by 1� who is personally known toerson Ilv known to me or who has produced �6�� �Oy`f'�5����0 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Oq Sign: Print: , ffiPrint: "� MY COMMISSION 4 FF 181641 ?2.' `!'` Notar Public-State of Florida Seal: EXPIRES:December 7,2018 Seal =_ l mvt ®` BAAdCdT1iNBudget NObrySerokes ;= My Co miss onlr#EEes u827190 16 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 149-66e-A) _RRCFTVED Ile -JAN 2.0 X016 AX rt ' 1-Story house, 12 Ft. max. main roof IT VL Aff UF t I I F y f tr L � qL_ W LL Ll � G'1 U ,a J o �L- -.� c v I F— U �� 0 J ,�1`�O ® /fie • •• • • • • ••• • •• ••• •• • • • •• T(L(4�2 0 ••• ••• ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y z=fid VE$ODET9LjG->&UAgo%¶QE¶QE¶QE¶QE¶QEzaJ xa+qN lFe ll e i e«A . 0000.. 0000.. . . 0000.. • .• 00 .... 0000.0 . . . 0000.. 0000 00000 . 0000 . .. 0000. . 0000 .. 0000.. 0000.. 0000.0 0000.. . • . . .... 000000 0 P � M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamldade.¢ov/economy Clopay Building Products Company 8585 Duke Boulevard Mason,01145040 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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed-by the Authority Having Jurisdiction(AIM. 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:2"Steel Pan W6 DP38 Sectional Garage Door up to 16'-2" Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104753,titled"2"Steel Pan Doors",sheets 1 through 3 of 3, dated 11/20/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-bade 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,manufacturing address,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 • sal,ee,.Advertising asany other purposes shall automatically terminate this NOA.Failure to comply with any section of ••• this N©A shallbe catse for termination and removal of NOA. •••••• *:*see ADVBRTIS§PJENf: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date"ef be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done •••••• A11%tntirety..••••• •••:•• ..... 1WVECTION:•A•c8py of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall ..a�v .. •ease: •••• &e Aable for.tnstaction at the job site at the request of the Building Official. 'phis*AOA red�des NOA 1112-1204.11 and consists of this page 1 and evidence page E-1,as well as approval :0000: document m�61tJ@ippepd above: •. `Ifid SObmittgd cWumentation was reviewed by Carlos M.Utrera,P.E. 0:0906 MOA No 15-0225.09 ]JUJAMI COUW[Y Expiration Date: February 14,2018 Approval Date: May 7,2015 f141 /�15 Page 1 30! r , Clonay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753,titled"2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA #12-1204.11" 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,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 18'2"x 8',27ga steel garage door Model 4300W8 with windows,prepared by American Test Lab, Inc.,Test Report No. ATLNC 1015.01-12, dated 1111312012,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 01126/2005, signed by John D. Lee,P.E. C. CALCULATIONS "Submitted under NOA#12-1204.11" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/19/2012,signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lekan Polycarbonate Sheet Products,• approved on 11/28/2013, expiring on 07/17/2018. F. STATEMENTS 0 e. 1. Statement letter of code conformance with the 2010 and the 51 edition(2014)FBC :*sees so:--* ; issued by Clopay Building Products Company;dated 02/18/2015, signed and sealed 9999.; •by Scott Hamilton,P.E. • •2. Btalement letters of code conformance to 2010 FBC and no financial interest, issued 0:9900 sees pysClopay Building Products Company, dated 11/2112012,signed and sealed by Scott . . •••e• 0••..• :see P.E. "Submitted under NOA #112-1204.11" 9999. .. . 9999 99 .. e••99 .. e.e e..• 6��3010OJ5 9• • • Carlos M.Utrera,P.E. 9 99.. . 9999.. • •••••• Product Coutrol Examiner • NOA No 15-0225.09 9999.. 9999 • Expiration Date: February 14,2018 Approval Date: May 7,2015 E-1 . ... . . ... % .. % .. . . ••• . . . . 0% 4 13 2 1 MODELS • •24• SHORT• • 2 j j FLUSH• ••• SHEET, REVISIONS CLOPAY • 6 R, 9� • : �8• : :•• 1 OF 3 REV, NO_. ZONE: DATE: ECN N0. APPVD: DESCRIPTION HOLMES •4 *48B • • •-- •• •DNE INTERMEDIATE STILE BETWEEN EACH 01 - 2/2015 - SH ADDED CODE COMPLIANCE STATEMENT. ` EMBOSS LOCATION. ATTACHED W/ IMPACT-RESISTANT CONSTRUCTION: IDEAL 4RST 4F TOG-L-LOC (TOP& BTM) AND URETHANE ADHESIVE (ALONG CENTER). SOLID DOORS (NO GLAZING)PTIA OR DOORS WITH OPTIONAL IMPACT RESISTANT GLAZING ARE OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FROM FRAME AND D D • • •• ••• •• MAX. GLAZING SIZE IS 18-1/2" x 11'. GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH .00 • • .0. • • • �'•A GLAZING IS INJECTION MOLDED GE TEXAN IBC/FBC 2606. • • SLX2432T, AN APPROVED CC2 PLASTIC IN THE lT6TRE DOOR ASSEMBLY INSTALLED IM COMPLIANCE WITH THIS SECTION MEETS THE ACCORDANCE WITH IBC/FBC 2606. WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING SEE SECTION B-B FOR ASSEMBLY DETAILS. CODE AND IS LARGE- AND SMALL MISSILE IMPACT RESISTANT. •• ® ® • --_- (GLAZING SHOWN IN INTERMEDIATE SECTION.) r-GLAZING SHOWN IN TOP SECTION. 71=1 770 VIEW "B' (SEE SHEET TWO). n r— - N= ; 2�C - Z!� -VIEW "C' (SEE SHEET TWO). o� 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED G` vWi o TOG-L-LOC SYSTEM (TOP, BOTTOM & fl C x z I CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENIED - TOG-L--LOC SYSTEM. - - — - - - - _-- TWO POINT LOCKING INTO TRACK. I••--•-a_A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS MAX. DOOR WIDTH 16'-ZINNER BOTTOM flRACKET. INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. SNAP IATCH ENGAGES END LOCATION Or OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. STILE. CH ON DOOR LEIGHT 0 OF O NE OF SECTIONS SLIDE BOLT LOCK UP TO 7101_ 4 ENGAGES INTO B B 7'3' TO 0'9' 5 END VERTICAL TRACK. OUTSIDE 9'0' TO 10'6' 6 SECTION B--B (IMPACT-RESISTANT GLAZING OPTION} STILE. ONE LOCK ON HANDLE. EACH SIDE OF LOCK BAR 1019' TO 1213' 7 DETAIL'D' OUTSIDE ENGAGES IN 12'6' TO 14.0' 8 DOOR. KFYE11 TRACK ON 14'3' TO 15'9' 9 HANDLE. EACH SIDE 16'0° 10 Or DOOR. MAX SECTION HEIGHT! 21' DETA�'Q'.-- INSIDE SLIDE BOLT l/ LOCK OPTION. OUTSIDE CK WITH OUTSIDE KEYED LOCK WITH OPTIONAL UtWFtAIIVt � 2.25 MULTIPURPOSE HIGH BOND 7PP P LATCH LOCK OPTION.. LOCK BAR LOCKING. SNAP-IN INSERT. / - \ (BETWEEN FRAME AND FACADE). HAIy��rl��� _),-�-DECORATNE FRONT FACADE. O E N SF;�2�.�, NO 8 a1ee� \" PR9DUCC i8V1�, THIS PRODUCT CONFORMS TO THE �,.:• * STRUCTURAL SILICONE SEALANT �e�yYq wlmAlY.}T�Lak REQUIREMENTS OF THE 2010 FBC (BETWEEN STEEL SKIN AND FRAME). DfiY0f@Cb6 AND THE FIFTH EDITION FBC. j Roppnl•elNo PART NO.: N/A ^ •U: IB Fy" h DESIGN LOADS: +39-0 P.S.F. & -42.0 P.S.F. ^ /\ '��'. ST E OF �� IMPACT RESISIANI ----` LWi Staled Gtherclse n'O a 6585 Duke Soul—rd vINDLOAD RATING H .,o ; u N; 51 45040 USA W D P 3 8 ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WON g� TOLERANCE$ere rI Y T.I.Tel.No. H 4500-4800 �i7��s•j O R T0:.��,�� SLX2432T FRONT (10) #8 x 3/4°PAN HEAD MACHINE SCREWS. PlndaeT ,0 - 3.031 00&rq Prod.6 Caepon7 Fm No.513-770-4853 �j7tS�QNp1'����� FRAME&GLAZING. .00 _ +015 DESCRIPTION: 2°STEEL PAN DOORS (SEE TABLE FOR MODELS) .0000 = f 001 DRAWN BY: SH DATE: 11/1SCLE: DWG 9/12 ANTS .T� DESIGN ENGINEER- Deg.eee 31/2° CHECKED BY: SIT DATE: 11/20/12 SR SHEET 1 OF 3 F 1J SCOTT HAMILTON, P.E. vamae doled ana.a�e FLORIDA LICENSE No. 53286 IXM£uSlous AR£w wcHEs DWG. NO.: 104753 - VERMD : - �( 3 21 . ... . . ... % .. % .. • • . . ... . . . . ... 4 3 2 1 MDDLLSa A SHORT 21% FLUSH• •• SHEET, REVISIONS • • CLDPAY IjA' 'A • • •� • • • 2 OF 3 REV. NO. LONE: DATE FCN NO. APPVD• DESCRIPTION 1. • • • •'8 • • • HDI MF.S 48B • • •- • • • Ot - - - SIT I SEC REVISION HISTORY ON SHEET 1. 004 a IDEAL 4RST 4F 2"THICK D • ••• • • • • •• • HORIZONTQ (T P) C • 0• JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA. GALV. STEEL TOP ROLLER (NO FRO D • Ny 1 24 GA. (0.022" MIN. THICK, BRACKETS (2-1/2" x 5-3/8"). EACH 1. AL IIL•LOM.4.THE DOOR IS TRANSFERRED IO THE TRACK AND THEN FROM.IHE TRACK TO 33.4 KSI MN. YIELD) DDS ^/�� BRACKET A{IA(:HFII W/(4) Q14x5/8" SHEET THE 2x6 VERTICAL SYP(GRADE 92 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS STEEL EXTERIOR SKIN WITH IRANSFLRHLU 10 THE HORIZONTAL(IOP)JAMB. G-40 GALVANIZING, BAKED-ON METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. CACII VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+304 LD&-336 L0. PER LINEAR PRIMER AND ABAKED-ON TO TOP BRACKET WITH (2) 1/4'x1/2" BOLTS FOOT OF JAMB. AND NUTS PER BRACKET. --- 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A POLYESTER PAINTED TOP COAL ' FASTENER FLUSH MOUNTING SURFACE. APPLIED TO BOTH SIDES OF TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS biQT USED IN THE CALCULATION OF ALLOWABLE STEEL SKIN. LOADS FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3)2x6 PRESSURE MAX,OC. TREATED SYP(GRADE Q2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb) FOR DOORS UP TO 8'0'HIGH OR(4) 2x6 PRESSURE TREATED SYP(GRADE#2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN SHIP LAP 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 160'HIGH. STUDJOINTS 14 GA. MIN. GALV. ROLLER HINGE. EACH EAC WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BMS. `p -------_____HINGE FASTENED TO END STILES W/(4) 14x5/8" SHEET METAL 2x6 VERTICAL JAMB 2x6 SYP(GRADE 11 4Zjl BETTE D JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK } 1/4"3/4" SELF APP NGA SCREWS. SEE WALL ON CONCHHE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WIIH CONCRETE ANDVIEW "B". REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS T- SHAUL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WRIT THE FLORIDA BUILDING CODE. 4-1/4 q'— L ONE 4"T-STRUT PER SECTION. (SEE VIEW 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT ViEw"D" "D") FACH T-STRUT AIIACHED A1" EACH (NOT TO HE USED FOR AIIACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. HINGE LOCATION WITH (2) 1/4"x3/4" SELF MAXIMUM 0.057" MIN. CALV. STEEL, TAPPING SCREWS. ON-CENTER 50 KSI. MIN. DISTANCE STEEL BFTWFFN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS'REOUIR D? RI K WA 1 q"x 1-1 d'MIN. EMBED T TE ANCHOR 7-1 t"O.D. 3000 PSI MIN.CONCRETE 1 4"z 1 MIN.EMBED TAPCON CONCRETE ANCHOR e-1 4 t"O.D. B N 3V X 1-3 4 MIN.EMBED WEJ-R ANKR RTE SLEEVE ANCHOR16-1/2' I i 4 Ig�B - - R____ __ _ ___ INCLUDED k RA 7 INTO STRUCTURE 17-3/4" 1 • FIRST (BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLDPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) TEEL BOT SHEET METAL SCREWS, ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. HAMS/JZ2j,' #14x5/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW 'GENS. J O �� O J G. No 83 * iIUMXJCiQUV4t6D •uelsD�vw o0 0 0 podmw(bb 1/4'x3/4" SELF PART NO.: N A As 00m IB TAPPING SCREWS. DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. / A UnIms Stated Oth"se Cho 8585 Duke Bmttexmd VINDI LIAR RATING END HINGES 18 CA MINT INTERMEDIATE HINGE TOLERANCES ore ( n y Meson,OH 450'00 USA i� g VIEW "B" VIEW "C r J Tel No.513 770-48D0 W 6 D P 3 8 .......R T,., (>?,�� .O 3.031 BwM�s Products Compolry Fox No.513-770-4653 /441ONA j1� �3, 00 }.005 DESCRIPTION: 2"STEEL PAN DOORS (SEE TABLE FOR MODELS) 0000 = 3.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.R DESIGN ENGINEER: DIS-- - f 1/2• CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 3 SIZE 1J SCOTT HAMILTON, P.E. 0"1eas Stated of—i. FLURIDA TICENSF No. 63286 DWENSIONS AFF IN INCHES.DWG. NO.: 104753 VER: MD 4 3 2 1 •• •• • • • •• •• • • • ••• • • • • ••• 4 3 2 1 MODELS 24 (fi SHORT 24!SA FLUSH • •• SHIFT, REVISIONS CLDPAY • • 94A, 9* • • •l8• • •• 3 OF 3 REV. NO. ZONE: DATE: [CN NCT APPVD. DESCRIPTION • • • • • HOLMES • '• 4>�, 48B 07 - - - 511 SEE REVISION HISTORY ON SHEET 1. IDEAL 4RST 4F 2" TRACKt,CONFIGURATION NTE:TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK D BOOKS•�TO X1104LHS • •,jl(1, QP�t�RA SNOT AFFECT THE SUPPORT BY DOOR ---•--"-• • %D I�7AU RAT ddF THIS DOOR. INSTALLER(TO SUIT). s s•• • • • ��R COUAW.ALANCE SYSTEM JAMB CONFIGURATION • • • • • _ DOOR DOORS UP TO 800 LHS. • • • • • HEIGHT •L" •• • • • 44314 GIIIL+R STEEL FLAG BRACKET ATTACHED TO 8•_6" 1"DOOR OVERLAP(EACH SIDE) JAMB WITH(3)5/16"X 1-5/8"TAG SCREWS 7•-O" STOP MOULDWG BY DOOR INSTALLER(TO SUIT). AND TO TRACK WITH(2) 1/4"RIVETS. 2x6 SYP WOOD JAMB.SEE 16 GA GALV.STEEL END STILE. 7-6 JAMB PREPARATION NOTE'.7-z 18 GA.GALV STEEL DOUBLE END STILE. z AS ROD:SPACING NTE 14"O.C. 8'-6.100" 20 GA MIN. GALV.STEEL INTERN.STILE. 2-1/2"X 12 GA TEEL 18 CA.GALV. STEEL INTER. oc 9•-6"106" HINGE FASTENED TO CENTER O 10-0 112" (RACK BRACKLIS FD IO STILE W/(4}EACH 14x5/8' 65" 2"GALV.SIELL TRACK. WOOD JAMBS WRH 5/6" 5JB'TRACK THICKNESS:0.083". 11•-O"1 LAG SCREWS NOT TO 14' SHTFT METALSCREWS. ON-CEMER. MIN. LAG V 7/16"I.D.ROUND 50° 12'-0.136" SCREWS REQUIREDJAMB. PI15H NUI 1 '-6"1 2" 2"GALV. STEEL TRACK FAD TO FASTENER. IYP.2-1/2"X 12 GA GALV. - 12 GA GALV STEEL TRACKKETS 14 CA GALV.STEEL ROLLER HINGES FASTENED I0 ENO STILLS W/(4) EACH 114x5/8" STEEL TRACK DRACKCTS, 13'-6" 1WTH EITHER(2) 1/4'DIA. OR SHEET META_SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.3 ATTACHED TO JAMB WITH(1) 14'-0"1 " (I) 1/4"X 5/8"BOLT PER24' 5/10"X 1-5/8"LAG SCREW PER 4'_¢"1138° TW1CCKET. 2"DTA. 7-1/2"LONG SILM• 10 BALL STEEL ROLLER WITH STEEL OR NYLUN TIRE. TRACK BRACKET. 15•-0 10" 16-0"184" SECTION C-C 3'1/2" LHR HRACKEI (7-1/P"x 5-3/4"x 17GA) PREPARATION OF JAMBS 8Y OTHERS. ATTACHED WITH 2 1 4 3 4 SELF TAPPING SCREWS. NOTE T T LHR BRACKETS ARE ALSO USED WITH"DOUBLE END STILE"AS SHOWN IN NOTE; MACK WNFIGURAIION ABOVE THE ZONE B-3 SHEET 1. 3"TRACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 600 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS 800 LESS AND OVER. Low HEADROOM OPTION DOORS OVER 8'HIGH. (AVAIL. FOR BOTH 2' AMC)3'TRACK) DOUBLE HORIZONTAL TRACK. PRu"r RavoPD rM 1'WOR OVERLAP(EACH SIDE)06.8�ry4 wl&ftno de 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). pwdwsc6d1 'GALV.TAPERED STEEL TRACK AND ANGLE.TRACK "JAMB PREPAITATION NOTE'. 16 GA.P.AIV STM END STILE. RACOWM ONO -O HICKNESS: 0.101".ANGLE THICKNESS:0080". HOPoZONTAL TRACK8 GAGAVSTEEL DOUBLE END STILE. T _ IN.AN DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR 20 GA MIN.GALV.STEEL INTERM.STILE. VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT). 18 GA. GALV STEEL INTER. JUNCTION.TWO 1/4'BOLTS FROM LAST MOUNTING 3 1/4"x 2-7/8'MIN. x 0.080"TAPERED „HINGE FASTENED TO CENTER &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGI F..SEF. LAC.BOLT MOUNTING BFl OW. SHEE Wf(4)EACH#1.x5/8" 7/16' .D. UNU SHEET METAL SCREWS. x PUSH NUT ADDITIONAL MOUNTING SLOTS FASTENER. SPACED AT 12"CENTERS. 7,�GALV.STEEL ROLLER HINGES FASTENED TO END 0.101'THICK 3"GALV. STEEL TRACK FASTENED- TO TAPERED ANGIE.TRACK ATTACHED TO STILES W/(4) EACH#14x5/8'SHEET METAL SCRLWS �C ... E NM/(TD��'� 46° 12"ON CENTER TAPERED ANGLE NUITHATO EACH Mx5/8-B BTO AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. `Q �:VY SF'•2 ��i 3-DIA 8-1/2"LONG STEM BALL BEARING STEEL ROLLER. * NO 8*- - *!. a SECTION C-C w 34• NE.Ya"TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHERS. MOUNTING SLOT LOCATION. b 3 2. r O _-- DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A 0: A " p STATE OF :OEC DOOR VERTICAL A Q•, 4/♦ 22" HEIGHT TRACK LENGTH Unteea stelae o1KeMne _�'O a 8585 Duke Boulevord WINDLOAD RATING r TOLERANCES e,n {/ Meson,OR 45040 USA •n'•, P•l•� 7'-0" 72 ,] Tel.No.513 770-4800 W D 3}-< S.O...... 10' 110-0 108 DSTANCES6' ONE "AS THE/TRACKOBOLTS(I.ESCREW P 3E0/2T THO".s22 34". 0.00 00 e k.005 DBESSCRIPTION: 2'STEEL PAN DOORS Noducts 0arpony I.No. 3(SEE TABLE FOR MODELS) v 12-0 132" 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16".28",& 0000 t.W1 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS_ _ DWG. 3-1/2' 14'-0 156 40"FROM BOTTOM TWO IAG SCREWS AI SO I.OrATFD ABOVE - - - DESIGN ENGINEERS 16-D 180" Degrees- t1/2• CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 3 SIZE SCOTT HAMILTON, P.E. ''''' VERTICAL/HORIZONTAL TRACK JUNCTION. U.I..Stotod 01Ker+;so FLORIDA LICENSE No. 63 86 DWENSIONS ARE IN INCHES.DWG. NO.: 104753 VER: MD 4 3 2 1 WORST OkSE DESIGN PRESSURE CHARY RETROFIT GARAGE DOOR ® COMMERCIAL SIDES ITS FI-15 EXPOSURE- 5 2-010 F-LORM SUI ' UZ OOPS S0>E7-101 ®ADE OO®, FLORIDA off Mw >� THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON - '' ' l THE FOLLOWING ASSUMPTIONS: 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) BuILEANG PRODUCTS ACCORDING TO ASCE7 CALCULATION METHODS. A Oxon ConVcrxf 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES.FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17 18' 19' 20' 21' 8'X7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7 -47.3 -+38.0, -47.7 Lu 8°x8' +35.2, -44.0 +35.7 -44.5. +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6 -47.0 N F0 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1 -45.1 +36.5 -45.6 +36.9, -46.1 +37.4, -46.7 +37.7, -47.1 0 9'x8' +34.9, -43.4 +35.3 -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3 z 16'x7' +33.8,-1-41.1 +34.2 -41.6 +34.6 -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 w 16'x8' -F33.4, -40.4 +33.6 -40.9 +34.2 -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7 -43.1 O 18'x7' +33.5, -40.5 +33.9,--40.9 +34.3 -41:4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -432 18'x8' `+33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23' 24' 25' 8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 w 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 N w•n 9'x7' +38.0,;-47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 0 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 z 16'x7' +36.4, =44.3 +36.7, -44.6 +37.0, -45.0 +37.41, -45.4 uj 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 a O 187x7' +3°5. !•-43.6 +36.4, -44.0 +36.7 -44.4 +37.0, -44.7ats1«����r��,� +33.?,•-42.9 $36.0, -43.2 +36.3, -43.6 +36.6, -44. T •bALbuLA SHEET IS ONLY VALID ��. ��,��• • [AKA 63296 FOW-ME. LLO&VING BRANDS: OLOPAY, R °� a 1 �� � ` A ®�1� • • • •• •••• STATE OF:00000 SC•g�; • fT Iltd •P •.•••• y 4C�t 8585.DUKE 81-V29'; (513) 770-48b4•• sig at_ne 5/17/2012 FLORIDA P.E. No. 63285 File: DADE CO WORST CASE 2010 RDI [RETROFIT]