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WS-17-1426 �s Miami Shores VillageP�1 Type: ftlidpWSS/ t$, 3� `s 10050 N.E.2nd Avenue NE ... p �` � Work sair Y;Garage Door Miami Shores,FL 33138-0000 f� imff S&>tt _ t Phone: (305)795-2204 ' _ Fco mA Issue� Expiration: 11/26/2017Date: � p��t � t)� Project Address Parcel Number Applicant 1280 NE 102 Street 1132050220030 MARK&DENISE JUANICO Miami Shores, FL 33138-2618 Block: Lot: Owner Information Address Phone Cell MARK&DENISE JUANICO 1280 NE 102 Street MIAMI SHORES FL 33138-2618 1280 NE 102 Street MIAMI SHORES FL 33138-2618 Contractor(s) Phone Cell Phone Valuation: $ 1,639.00 ADCO OVERHEAD GARAGE DOOR IN (305)885-8836 k _,... .W.. Total Sq Feet: 126 Type of Work:REPLACE 2 GARAGE DOORS 9 X 7 SOLID Available Inspections: No of openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-5-17-64131 DBPR Fee $2.00 DCA Fee $2.00 05/30/2017 Credit Card $89.20 $50.00 Education Surcharge $0.40 05/30/2017 Credit Card $50.00 $0.00 Permit Fee $120.00 Scanning Fee $12.00 Technology Fee $1.60 Total: $139.20 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 AFFIDAVIT: I i th t a I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni rm e, au riz theabove-named contractor to do the work stated. May 30, 2017 Authorized Signature.Owner / Appli / Contractor / Agent Date Building Department Copy May 30,2017 1 0 A Miami Shores Village RECEIV ' A Building Department MAY 3 7017e.,&� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 / INSPECTION LINE PHONE NUMBER:(305)762-4949 WS 20 V—k BUILDING Master Permit No. VAS PERMIT APPLICATION Sub Permit No. VBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1Z 9"0 IV45 10 2- Sf re / Q 1 G City Miami Shores County Miami Dade Zip: '3,713 O Folio/Parcel#: I/ 3c�oS 0030 Is the Building Historically Designated:Yes NO Occupancy Type: Load: ,yConstruction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlgholder): 0 ex-l'. Phone#: Address: ,/Z go 0 L 5-1 City: /d'I%�✓h� S�,o�e5 Stater Zip: Tenant/Lessee Name: Phone#: Email: /� CONTRACTOR:Company Name: � OH (ri- L)001�� W Phone#: 9 � Address: lt`3 7 -7 1/A) W ® 54 City: 0 to m 1 c !tel/°i✓t�_ State: Zip: 13 /3 Qualifier Name: mY a2- Phone#: _ State Certification or Registration#: ®c cLVV�]`z�J� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: t Zip: Value of Work for this Permit:$ 8 � Square/Linear Foot a of Work:634 Q .j 7% Type of Work: ❑ Addition F-1Alteration El New Repair/Replace ❑ Demolition Y � Description of Work: a AP 6 b Ppdu ey,5 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ D ! • �� (Revised02/24/2014) r . � I A 0 , 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property-issutyect-to-attachment: Also,-acertU7L-d ropy oftheTecorded rrartce of cammencemrLwnrmust-be po-sted at the JoS-site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu N ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg ' g instrument Mew 20 before me this day of �y 20 7 by day of /"[e y/ 20 1 ✓ by 1 u o vl i'eO who is personally known to in he/& C 6ho is personally known to me or who has produced ;ce�$P, fL D��p�'6 3�4as me or who has produced was identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: r gc5foFERONDEZ ''� '•a� MISSION#FF 161641 NOTARY PUBLIC: * EXPI ES:Decamber7,2018 S 1hN Sept gory Senks o Sign: oPSign: Print: YYZ Print:—6;� ApXYauet, Seal: Seal: =o 0"'if• •• c MY COMMISSION#GG 017435 + * WIRES.August 1.2020 Nj1 ®Md2dThN BUd981Noi>s�Y� f�0 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) EOF TFIE PP PERT' APPRAISE�'I Summary Report Generated On:5/18/2017 Property Information Folio: 11-3205-022-0030 Property Address: 1280 NE 102 ST Miami Shores, FL 33138-2618 Owner DENISE JUANICO t MARK T JUANICO 1280 NE 102 ST Mailing Address MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE ' . FAMILY: 1 UNIT �". •-40 � ` Beds/Baths/Half 3/3/1 Floors 1 Living Units 1 t Actual Area 3,314 Sq.Ft Living Area 2,326 Sq.Ft Adjusted Area 2,881 Sq.Ft Taxable Value Information Lot Size 12,862.6 Sq.Ft 2016 2015 2014 Year Built 1961 County Exemption Value $50,500 $50,500 $50,500 Assessment Information Taxable Value $246,998 $244,930 $242,586 Year 2016 2015 2014 School Board Land Value $430,486 $392,085 $347,627 Exemption Value $25,500 $25,500 $25,500 Building Value $200,518 $200,518 $195,332 Taxable Value 1 $271,998 $269,930 $267,586 XF Value $17,946 $12,643 $12,662 City Market Value $648,950 $605,246 $555,621 Exemption Value $50,500 $50,500 $50,500 Assessed Value $297,498 $295,430 $293,086 Taxable Value 1 $246,998 $244,930 $242,586 Regional Benefits Information Exemption Value $50,500 $50,500 $50,500 Benefit Type 2016 2015 2014 Taxable Value $246,998 $244,930 $242,586 Save Our Homes Assessment Cap Reduction $351,452 $309,816 $262,535 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Second Sale Price Page Qualification Description Exemption $25,000 $25,000 $25,000 Homestead 12/28/2011 $100 27946- Corrective,tax or QCD;min Civilian Disability Exemption $500 $500 $500 3431 consideration Note: Not all benefits are applicable to all Taxable Values(i.e.County, 07/01/1999 $0 18677- Sales which are disqualified as a result School Board,City, Regional). 1 2009 of examination of the deed 04/01/1999 $0 18653- Sales which are disqualified as a result Short Legal Description 0317 of examination of the deed 5 53 42 11/01/1993 $225,000 16128- Sales which are qualified 2178 AMD PL OF PORT OF REV PL OF MIAMI SHORES SEC 8 PB 41-64 W1/2 LOT 2 LESS S4.2FT OF W51 AFT &LESS S12.8FT OF E48.6FT BLK 185 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Maria r:niinty nsciimpc nn liahility cap fiill disclaimer and I Isar Anfaamant at httn/hn�miamiriarlp nnv/info/riieclaimar acn Srlu � p �e� n, a �v �e� 3os- `SBS - 8 36. A s CITYNook MIAMI-DADS MIAMI DADE COUNTY RODUCT CONTROL SECTION 1805 SW 26 Street.Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC C Miami,Florida 33175-247403M 3175 2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA www.mtamidade.eovJeconomv Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45444 SCOPE:This NOA is inning 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 REE Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product.or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined N by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 0000 This product is approved as described herein,and has been designed to comply with the Flog ida Building Coda,.' 066960 Q including the High Velocity Hurricane Zone. •• • ••• • DESCRIPTION:Single Car Steel Pan W9 DP62 Sectional Garage Doorap,0tQ9'-0'rW1d®w/ --00:0 Optional Impact Resistant Glazing """ :.6 08: APPROVAL DOCUMENT:Drawing No.104847,titled"Single Car W9 Pan Door",sheog i Vlwmgh 34T 3.dated • I iS 05/20/2015,with revision 03 dated 08/11/2015,prepared by Clopay Building Products Com ,signed aitd'seAted by .0:0 6. Mark Westerfield,P.E.,bearing the Miami-Dade County Product Control revision stamp wtthIltdLlotice 9f Ategptance••••• number and expiration date by the Miami-Dade County Product Control Section. .. .. 0000 0000.0 LIJ 1VIISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 0 0 • 'i LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model numbarotho 00'*0 positive and negative design pressure rating,indicate impact rated if applicable,installs tio4insb4otion drAwing :....: reference number,approval number(NOA),the applicable test standards,and the statement reading`Miaebibad'e ' IL County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. 4 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.A minimum of 2 specimens shall be out from each coil and tensile tested according to ASTM E-8 by a Miami-Dade County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports. Only coil's with average yield strength of 34,000 psi or more shall be used to make door panels for Miami-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 015-0225.18 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0622.09 Mw�twDADE unfn Expiration Date: September 25,2018 Approval Date: September 10,2015 0�1�1 1 Page 1 Clonav Bulidine P mducta Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104847,titled"Single Car W9 Pan Door",sheets 1 through 3 of 3,dated 05/20/2015,with revision 03 dated 08/11/2015,prepared by Clopay Building Products Company,signed and sealed by Mark Westerfield,P.E. B. TESTS 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 .e•• 5)Tensile Test per ASTM E8 ' . . sees 0 sees.. Along with marked-up drawings and installation diagram of Clepay4'x 8"-2j Sp. •; steel garage door Model 94W9 with windows,prepared by Ar881'itM Test t9b,Me., •••••• Test Report No.ATLNC 1202.01-13,dated 09/03/2014,signe4 a rsealed by Davidsee •••• W.Johnson P.E. sees sees sees. seee.. s.s. sees. "Submitted .. .. under NOA#08-0724.04" ' sees sees.. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading Wr1+BC TAS 282-94 •; 2)Large Missile Impact Test per FBC,TAS 201-94' :...:. .•'.e 3)Cyclic Wind Pressure Loading per FBC,TA§2(13-94 e •••• 4)Forced Entry Test,per FBC,TAS 202-94 •.; 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of C19pay 9'x 8',24 ga. steel garage door Model 94W9 with windows,prepared by American Test Lab,Ino., Test Report No.ATLNC 0610.01-08,dated 07/16!2008,signed and sealed by.David W.Johnson,P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology,Test Report No.30160-04-63365,dated 01/26/2005,signed by John D.Lee,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-10622.09 Expiration Date. September 25,2010 Approval Date:September 10,2015 E-2 Clopay Building Products Company 5 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor calculations prepared by Clopay Building Products Company,dated 06/01/2015,signed and sealed by Mark Westerfield,P.E. "Submitted under NOA#08-0724.04" 2., Jamb anchor calculations complying with FBC-2004,prepared by Clopay Building Products Company,dated 07/22/2008,signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA #07-08f 7.14" ••••'• L Test report on Accelerated Weathering Using Xenon Are LightApparatus rtexe$TM GI 55 of Lexan SLX2432T Clear Polycarbonate,prepared by Kmgicane E$gideeiriing &Testing,Inc.,Test Report No.HETI-06-A002,dated 12/04f2A&,signed by Rafael:..... E.Droz-Seda,P.E. "" ' 2. Test report on Self-Ignition Temperature per ASTM D 1929,Rade of Burn per ASTM • 0000.. 0000 .0000 D635,and Smoke Density per ASTM D2843 of the Lexan Play0t.prepare*4by.ETC ....:0 Laboratories,Test Report No.ETC-06-1024-17496.0,dated 0&2613006,signed by .' Joseph L. Doldan,P.E. . . . . 0000.. . . 0000.. F. STATEMENTS •• ••• 0 • 1. Statement letter of code conformance to the 51„edition(2014)FRC issued by Clopay Building Products Company,dated 06/01/2015,signed and sealed by Mark Westerfield,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/01/2015,signed and sealed by Mark Westerfield,P.E. "Submitted under NOA#13-0701.00" 3. Statement letter of code conformance to 2010 FBC,dated 06/26/2013,signed and sealed by Scott Hamilton,P.E. 4. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/26/2013,signed and sealed by Scott Hamilton,P.E. a%tJzo�x Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0622.49 Expiration Date: September 2S,2015 Approval Date:September 10,2015 E-2 r 4 3 2 1 (^IOPAY MODELS 94 84A, 93 4F HOLMES MODEL 48 SHEET' REVISIONS t OF 3 1 REV, NO. ZONE DATE ECN N0. APPVD: DESCRIPTION 16 GA GALVANIZED END STILES ATTACHED TO DOOR"WITH PATENTED TOG-L-LOC SYSTEM(TWO TOP , 8 - 11/2013 - SH AS TESTED PER WITH IMPACT RESISTANT LIES RA,L AND TWO BOTTOM PUL,FOUR VERTICALLY ON 18-SECTIONS AND SD(VERTICALLY ON 21-SECTIONS) 02 - 5/20 10 - MW UPDATED TO 3 PAGES FOR MWMI-DADE APPLICATION AND SEPARATE 18 GA.GALV. INNER DOUBLE ES LE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH 03 8/11/15 MW CLARIFIED TOG-L-LOC LOCATIONS MIO IMPACT WNOOW DETAILS PATENTED TOG-L-LOC SYSTEM(TWO TOP RAO.AND TWO AT BOTTOM RAIL).ONE - - INTERNIEDIATE STILE OC SYSTEM(TyPOT BVR EACH EMBOSSLOCATION.ATTACHED OM RAI)AND URETHANE PATENTED D TOG-LADHESIVE D (ALONG CUM). — A (IMPACT RESISTANTIDLG) GLAZING. SEE SECTION B-8. SECTION 8-8 m T-STRUT.SEE SECTION DEI& 0 MUCIN BOND TAPE TIPURPOSE A-A FOR DETAILS. .� �ORATNE • DECORATIVE C OPT( -IN RNSSINSERT /� FACADE STRUCl11R1� SGUUIT FRAW0. LOCK P09110N STEEL SRR(MID (SOH Sm). etas(It) I END /-STILE „^./ POLYSTYRENE RETAINER 3/18'THIOL WAC(RESISTANT FASTENED TO FRAME WM ONE-PIECE INJECTION MOLDED (10)/8■3 4-PAN HEAD SASIC INNOVATIVE PLASTICS LE2AN MACMNE • MA%.DOOR WIOIH-8'-0- OUTSIDE SLX2432T FRONT FRAME a UdSIDE FIEVATIO.1 HANDLELOCK BAR GLAZING. 1/2* OVERLAP- ENGAGES IN TRACK ON EACH SIDE OF DOOR B OUTSIDE KEYED LOCK WITH IMPACT—RESISTANT GLAZING DETAILS B LOCK &eR LOCK,NG. B OF SLIDE BOLT LOCK SNAP LATCH ENGAGES ONTO BM FIGHT SECTIONS END ENGAGES INTO VERTICAL TRACK. ON VERTICAL TRACK. ONE SNAP LATCH ON 6'0' TO 7'0' 4 STILE ONE LOCK ON EACH SIDE OF DOOR 7'6' TO 8'9' S EACH SIDE OF 9'0' TO 10'6" 6 DOOR. 1019' TO 1213' 7 e w 12'6' TO 14'0' 8 OUTSIDE ENDnA M, 14'3' TO IS'9 9 INSIDE SLIDE BOLT KEYED I. STILE. 10 I= OPTION. •• Paw*• • • •• • • • • MANUFACTURING PRODUCT CODE r ` Sr '1 • • •• • • IQ�PtIDLE PAN-2F143 � p i•..•.. • •OUT6IDA KBIED•LOWVYATH • ` .sN+v u a•L(41 K oPT1O4. • DESIGN LOADS: +62.0 P.S.F. & —72.0 P.S.F. PARI NO.: N/A A Trao�yy•Ysa•tfedr6 ••• ••• •• • • • •• „,�� ,� ° ®Clo ay TeL : °>` W 9 D P 6 Z /�. 0^�'';.•' D> *ml eua�ao Fay Ma s,a-Tlo�ss3 � •••�, ��•`, . ... . . . . 00= *.018 DESCRIPTION: SINGLE CAR W9 PAN DOOR HM•1Ca•d • • • • • • • • • • 0�m t.001 DRAWN BY: SH DATE 10/1/13 SCALE: NTS DpyG.R DESIGN ENGINEEKr •• i • i i •• • ••• i i a *1/r CHECKED BY: MW DATE:5/20/18 SHEET 1 OF 3 ISIZE L MARKMoPE •••• •• •• ••• ••• ••• j� wnv EsDWG. NO.: 104847 VER:M-DFLW N. 89 4 3Af, 2 1 . . . . . . . . . . . •• •• . . . :0 • .. ... . . . ... . . 4 3 2 1 CLOPAY MODELS 94, 84A, 93, 4F, HOLMES MODEL 48 REVISIONS 2 OF 3 may, NO. ZONE. DATE: ECN NO. APPVD: DESCRIPTION 03 - - SEE REVISION HISTORY ON SHEET ONE. D -1 2•TIM D HORIZONTAL Jalre 1 SECTION A-A (Na LOAD FR �OR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1ALL THE LAPD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO to GA.CAQV.STEEL TW THE 2.6 VFRIrAL STP(GRADE 82 OR BETTER)JAMBS.NO LOW FROM THE DOOR 15ROIUER eRAAKET TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. 2-1/23 2.FA=VERTICAL JAMS SEES A MAXOIIM DESIGN LOUD OF+278 LB do-324 M PER LOffARFASTENER TYPE 3.ALL�JWAB'�ASTENERS MAY HE(BUT ARE NOT REQUIRED TO BE)COUNTERSLI NK TO PROVIDE A MF7AL 14x9 •STREET 4.FLUSH STRESS INCREASE E. WIND LOAD WAS MT USED 01 THE CALCULATION OF AUMEILE LOADS FOR ANCHORS AND FASTENERS FOR STEEL.COHCRUE AND MASONRY. MAX.O.C. SHIP LAP JCN18. PREPARATION OF JAMBS BY OTHERS 24 Nal DOS STEM IocTum stmN 1DIB 14 GA.GA UV.STEEL Npg:THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL HINM EACH 0-40 TH �YEST�Aan TOP CMT F�ufENEEEr qID�'M CLD C BE THE RESPONSIHIUTY OF THE PROFESSIONAL OF RECORD FOR THE APPLIED TO 1301H SIDES OF SM SIGN. +"G�W.w C 24 VERTICAL JAMB BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING •Lat t/ CODES FOR THE LOADS LISTED ON THIS DRAWING. nPP6NG ONE 4•T-STpUT PER sEc1TON.(SEE FALL T-STRUT AT EACH STILE WITH(2) 7x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT t/453(4•SMF TAPPING TO BE USED FOR ATTACHMENT OF TRACK ANKLE TO 2x8 VERTICAL MW OR SUPPOMING STRUCTURESMAXIMUM mss• DN-LEITER DISTANCE STEEL BETWEEN WASHERS HOLLOW CHU BLDCK WALL I/4'x 1-1/4'MEL EMBED ULTRACON CONCRETE ANCHOR G. 1.O.D. 13 taL CAV.STEEL(gRWI GROUT-FIlLED CKU IDACN 1/4'x t-3/4'MIN.ENDED ULTRACBN CONCRETE ANCHOR 4-3/4' 1'D.D. AUAUNUM EXTRIISIQA IFIACKU ATTACHED WITH(2) B 2000 PSI NDN.C@lCOETE t/4•x V NM 0=8 ULTRAL'CN CONCRETE ANC OR B-1/r 1'aD. LaNTL RTA71ff1RSIlaP. /14xs 8•SHEET aYTAI. O 2000 PSI NIA.CONCRETE 1/4'x V KIN.EARED TAPCON CONCRETE ANCHOR 7-1/4• 1 V D.D. o 2000 PSI NRA,CONCRETE 131W Xt-3/4'NN ANCHOR VEJ-IT ANKR TITE SLEEVE ANCFl8' INCLUMD 4000 PSI MRM.CONCRETE 3/8'X l-3/4'NN.CUBED VEJ-IT AIM TITE SLEEVE ANCHOR 24' INCLUDED 4• WOOD FRAME(SYP Q.95 SO)I 1/2'x 31 LAG SCREW(ASTM A307,GRADE A)1-9/8'ENBED INTO STRUCTURE 0-l/2• FDFSI'(8OTtOM ANCtOR STARDNO AT NO MORE THAN HALF OF THE MAXMUM ON-CEMER DISTANCE HIGHEST ANCHOR INSTAL E0 AT LFAST AS LAS THE DOOR OPE1VQ10. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENER5L _ MINIMUM DISTANCE MTWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2•.EXCLUDING STUCCO THIO MS. 0.097•MDIMIN.GALV.STEEL. 50 KSI. MIN. ........... SIE-010N•• ••• • • • • • .00 A-A (SIDE VIEW) C •!a••' 14xr/8'SHEET • • •• • • • • • HANUFACTURM PF43MXT NOD @;AL SCREWSPAN-2F143 • • a +111t1 DESIGN LOADS: +62.0 P.S.F. & —72.0 P.S.F. PART NO.: N/A.. •reep UAdo sided Othendae &R85pQ��ks Bautevdd VTNRLOID RATINGTDLERANCES '-Clow 513- W9DP62 t/4•x3/4•SELF e Y '°PPOVG SCREYIS .0® L. 8+06op Rameb Fax Ra SIU-770-I�i7 T u� * 14 GA FHD H NG6 18 C•A INiERMEDL4TE HINGE • ••• • • 00= &.015 DESCRIPTION: SINGLE CAR W9 PAN DOOR c�•,< . A •;'�� • • • • • aoo m &MDIs DRAWN BY: SH DATE:10 1 Is ��Ly .� • • • • • • • • 0000 0 &.00I // SCALE:NTS CWC.R DESIGI161L i11(f� p • • • • • • • •• • • Oegraes a &t/r CHEcm BY: Mw DATE:s/2o/•s SHEET 2 OF s SIZE B MARK y ..•��.• • •• • • • • 0.- Lauded.an�eTd. FLORIOMA LIC ••• • • ••• ••• m10NSXAAS ARE IN am,DWG, NO.: L04847 VER: M-0 4 3 2 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 3 2 1 -CLOPAY MODELS 94 84A• 93 4F HOLMES MODEL 48 SHEET- REVISIONS 3 OF 3 IREV. NO.1 ZONE:I DATE: ECN N0.I APPVD:I DESCRIPTION 03 — — — SEE REMON MSMRY ON SHEET Ott. D HDRQORTAL TRACK p SUPPORT BY UMN-UR(TO� . 2'MMK CONS M& WOR COUNTERBALANCE SYSTEM JAMB CONS-WROON, �31,OALV.STEEL FL40 BRACTKET AMCHED TO D� OPTWNAL.STOP YOlKDMO BY DRSTALLER(TO SIAf). oTRAAW WITH�cI)c 5TT/mtRe(2j /ir wvErs s ttETCHr �• t e cA a�s a'Duv.STEEL END MILE v.srm DouDtF Erm m l Z407E:TRACK ODH21Ct1RATFOTI ar 20 M GLV.'TEFL e1TOL SOLE (1)MEI.REACH EMBM OTAOUND OF TH IWIND LOAD ABM THE DOOR OPENNO�� AS REM SPACMO NOT TO EXCEED 14'O.C. _g �/294' � EI G SIEEI.CERIRR IU76E y( - 2iRAC(�112♦lG1C7.: Z � FASTENED 70 MER.STILES B/(4)EM71 28S g•T• 2'GAM snmL TRACK, TO R \ SHEET MEM SCREIM Sn TRACK TIRCKNE$S:0.083'. - •J/t6-x"/e `7/16'PUSIOM FASMIER DWALLED ON RMAER FOR DIBESIROW CM OPERAMM !WY GLV.STEEL TR y �• _ RAM TONS.T12 GIL CAMEEL H14 QL MV SIM RMLER INS FASTENED TO EW STRES C` SELF 38' 1,2-1/2'X 12 GA GALV. - 4 HICK BRAG�T 8 ' SHEET WAL AND�)t/4� STEEL TRACK BRACKETS. = f6 M OR Qff f'BST•KUT. C ATTACHEDTO JAMB PATH(1) 2a BJiO•X 1-D/g'tAG SC(!EW PER t - 1 54 Y STEEL LONG STEL RM ER TRACK BRACKET. ROH NYM TIRE 7-1/2•LOW. 10• - SECOON C-C - PREPARATKIN OF JAMBS BY OTHERS. LMR BRACKET(2-1/2•s 5-3/4'■120A) ATTACKED WITH(2) 114'x 3/4'SELF TMWW 3'TRACK N ALSO AVA1�eBLE L.tR9 HFi1DRODN llPifON (AYH.FOR BOTH 2'AND 3'TRACK) HORMONTAL TRACK B B ............. .�� • • • • • • • • PiWA—CTLPM PRODUCT CODE C. • • •• • • • • • R' ! y • wlWbfibldA • •• • • • • ••• • PAN- O �:Tn v Y�Ce� • • • • • • • • rj A •� •. ••• •• • . . ••• DESIGN LOADS: +62.0 P.S.F. & —72.0 P.S.F. PART NO.: ro/a A A c.:„ r TOLERANCES w. = lU I'� �TEAvwDLOAD RATING • , W9 DP62 0- *.031 BOOR NoRae11 Fm N.SI3-770-(�3 /4, C `,� • ••• • • • • 00 *.015 DESCRIPTION: SNGLE CAR W9 PAN DOOR fft • • • • • • • • • • 000 k.005 �, stt pATE tot t3 DESIGN ENCS �Rt.1• , • • • • • • • • t.00t // SCALE: NTS DWG.R • • • • • • • •• • • Dagr woo *1/7 CHECKED DY: MW DATE:5/20/15 SHEET 3 OF 3 SIZE L MARK WESTER P.E. • •• • • • w • • HAer St w 0� RMA 4 ••• • • 000 ••• • OIItQ6TONS ARE DR woo M. NO.: 104847 VER:M-D 4 3 2 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WORST CASE DESIGN PRESSURE T `PROFIT GARAGE DOOR o COMMERCIAL SIZE 175 MPH, EXPOSURE C, 2010 FLORIDA BUILDING CODE (ASCE7®10) DDE CO.5 FLORIDA C0 THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO BASED ON kwy THE FOLLOWING ASSUMPTIONS: 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) t,�JILl lI.1JING PRODUCTS ACCORDING TO ASCE7 CALCULATION METHODS. A GrWort CcvpjxuV 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 Z: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 TW7, -47.3 X638.0, -47,'7 N 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 ��'3?�3, -46.6 + 7.6,.-4W N 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 I-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 .F b, -45.9 .3,-46.31 -46. z 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 + 8, -43.5 T36.1,'-'Q3. a 16'x8' +33.4, -40.4 +33.81 -40.9 +34.2, -41.3 +34.6 -41.8 +35.0, -42.3 a+•3 •4, -42! +35.7, - .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, -4 r2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 ;j-35.1, -42.1 *35.4,.,Q:5 WORST CASE DESIGN PRESSURES (PSF) s • 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 Lu 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 N U5 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 +37.4, -45.4 a 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 O 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 �� v��llf��4. 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 6b � �,�s"►� � I �.�� THIS CALCULATION SHEET IS ONLY VALID 4 No 63286 FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES• � . � Scott Hamilton, P.E. '0. ` R@ 4O 4� °"M�+ " � 8585 DUKE BLVD. MASON, OHIO 45040IL � � (513) 770-4800gnatur 5/17/2012 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] PRODUCTAPPROV.4i PRESS.RAT INGREQD. DESIGN PRESS.RATPNG FOR SPECIFIC OPEN. OPC KING SIZES OPENING PRODUC ACCEPTANCE @OCATPON NUMBER WEIGIro SQ FI N {a•}PSF (-}Psr- (;•}PSF I {-)Psr- FIEIGI3T sQFeET 4 0 nm 11 *so 0 • • i'••- 0000•• • ••• • • y.� 0000•• ••• '�� 1 2D �p • • 0000•• •• �'S 0.00• IIUZ 0 E ASW •• 000:0* 00 .. f 00 0 •• 33/ 13338 ...... : •• 0000 . • 0 x Ws - I uZto PERMIT #: Miami Shcres Villa le APPROVED BY DATE Q ZONING DEPT BLDG DEPT SUBJECT YO CCMPL ANCE IMiH ALL FEDERAL STATE ANu CC NI Y AUL-3 AND REGULATIONS