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WS-14-1097BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ABUILDING ❑ ELECTRIC ❑ ROOFING MAY 2 9 2014 F)) / BC /20/0 Master Permit No.y//,,l� 5- / - / l "M Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4&0( N y G'2 � \� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CL01-e9zz;' 3—, r'k Phone#::1209-7,- 16,66 City: I! V\ 1 a4-1. !� h%qe- . State: Zip: Tenant/Lessee Name: N Phone#: Email: CONTRACTOR: Company Name: Dd2017- �/'t.. Phone#: M -U / / Address: 3L(2-1 City: _State:�Zip: 3 Qualifier Name: '1:)r(0,'j"C,6 Phone#:-2et-?6 9'-'Z,6Z-f7Y State Certification or Registration #: �� Certificate of Competency #: (19 06 S 0030' DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $_ /x S� Square/Linear Footage of Work: %A x % Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition J A Description of Work: �Aj 0 Specify color of color thru tile: Submittal Fee $ ✓c� `® Permit Fee $ CC ca/ccs Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee DBPR $ Notary $ Fe $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ` Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 p ted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa OWNER or AGENT CON CTOR The foregoing instrument was acknowledged before me this The foregoing instrument day of . 20 , by day of who is personally known to me or who has produced identification and who did take an oath. NOTARY PUB IC: Sign: !1501 Print: DOJ A =o� Seal: YP�a`�y RICARDO IRIARTE oQ MY COMMISSION #FF088736 ••.�����3•••• EXPIRES February 2, 2018 (407) 398.0153 FloridaNWWWWWotargg; .co Y�APPROVED BY (Revised02/24/2014) as me or who has produced acknowledged before me this 20 , by who is personally known to identification and who did take an oath. NOTARY Sign: Print: �1 f61ro%- 4 . as Seal: MY COMMISSION #FF088736 �'��o?••` EXPIRES February 2. 2018 (407) 399-0153 FloridallotaryService.cOm Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner r Print Name: v1 Signature: 10 PU State of Florida) County of Miami -Dade ) Sworn to and subscribed before me this day of —,20 Lo •i •� MY COMMISSION#FF088738 (SEAL) `: '•.... :':aQ .ary 201 8 Tvoe of Id v .iia t)n nn o u{ced Contractor Print Name: JJ 1IoA)lIgir,o State of Florida ) County of Miami -Dade) Sworn to and subscribed before me this day of , , 20_/ _. By r RICAF60 IRIARTE 3980153 FlotltlaNetan�Srarvirw rnm May 28 2014 12:09PM HP LASERJET FAX CERTIFICATE OF LIABILITY INSURANCE P.1 DATE (MUMDIYYYY) 05J28(14 ■ 4 a.rv,Sl� l n Ivra, v r lara�awa.v rw n arra .. f�l� v1 11.1 V. ffa^ ff ~" Vl�r. n rl..rav I{V r w" l v VrVI\ 1 r1G a r%1 or 1%,j% 1 f r7 VWGn,. 1 rig. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, Subject to the terns and conditions of the policy, certain polka may require an endorsement A statement on this certificate does not confer rights to the csrtlAcate holder In lieu of such endorsement a . ADDL Inwwvp PRODUCER POLICY NUMBER mtcr First General insurance LIMITS PHONE FAX GENERALLIABILITY © COMMERC4LLGENERAL LU4BILITY ❑ ❑ CLAMS -MADE Q OCCUR ❑ N Kok j 7900 NW 155 St, Suits 102 01/092014 L Miami Lakes', FL33016 Eaocouurerme $ 100,000 PRODUCER CUSTOMER[ 4h Phone (305) 817-0303 Floc (305) 817-0333 ❑ INSURER AFFORDING COVERAGE NAIC it INSURED PRODUCTS-COMPIOPAGO $ 1.000,000 INSURER A: GRANADA GARAGE DOOR ETC. COMPANY INSURER e: PROGRESSIVE 3421 EAST SHORE ROAD INS RER C : I MIRAMAR, FL 33023 AUTOMOBILE LIABILITY ❑ ANY AUTO - INSURER D (MG) 326-7574 INSURER e COVERAGES CERTIFICATE NUMBER: oeUlc1enw1 UI ILIcl=n. THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TYPE OF INSURANCE ADDL Inwwvp a USF POLICY NUMBER Prol LIMITS A GENERALLIABILITY © COMMERC4LLGENERAL LU4BILITY ❑ ❑ CLAMS -MADE Q OCCUR ❑ N N 0185FL00055868 01/092014 01/09/2015 EACHOCCURRENCE S 1,000,00() Eaocouurerme $ 100,000 MED EXP onepareon $ 51000 PERSONAL &ADV NJURY S 1,000,000 ❑ GENERALAGGREGATE $ 2,000,000 GEML AGGREGATE LINITAPPLES PER: © POLICY ❑ PRO ❑ LOC PRODUCTS-COMPIOPAGO $ 1.000,000 S AUTOMOBILE LIABILITY ❑ ANY AUTO - COMBINED SINGLE LIMIT $ 100,000.00 (Ea acddent) NJURY(Perperson) $ B F-1BODILY ALL OWNED AUTO$ © SCHEDULEDAUTOS N N 053637355 04/042014 04/042015 BODILY NJURY(Peraccidern) S PROPERTY DAMAGE $ (Per accident) ElH�tED AUT08 ❑ PION-OWNEDAUrOS UMBRELLA UAB E]OCCUR ❑ EXCESS LIAR ❑ CLANAsa j)E COMP/COLLISION DE $ LIMIT OF LIAB. PIP $ 10,000 EACH OCCURRENCE $ AGGREGATE $ ❑ DEDUCTIBLE $ EXCLUDED RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY FF1ICE�EM ERR CLNUEED'ECUTIVEY/ (Mandatory in NH) m yes desedbe under DE SCRIPTIONOFOPERATIONSbelow NIA WC STA TU- )T" E.LEACHACCDENT S EXCLUDED E.L. DISEASE- EA EMPLOYE $ E. L. DISEASE -POLICY LIMIT S nPacmanmiu nc n0==AV1^Ua , , _ .. _ - _ _ _ _ _ _.._ _- _, .........-......................,.•..«o, ...a«w a. apoaro la Ie9uueol GARAGE DOOR REPAIR & INSTALLATION CONTRACTOR LICENSE NO. OBBS00306 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 FAX (3756-6872 ACORD 28 (2009/09) 4F SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE POS1E BRUZON ®1888-2009 ACORD CORPORATION. All rights reserved. The ACORO name and logo are registered marks of ACORD .�-�.... z««v »� ��� \��`� \ ��� �� . � . � \>. � � . � ? ~ }�. 2 t ?°§. �� y \<» \\ \:\\ d, PREPARED BY> a i ® ® EACTA b NEs4tns Land Surveyors, Inc. d I�' L' • NE921W st --- NE - , i;' —s�wesi�l www.exactaland.com �' ,b„„ I , Toll Free 866-735-1916 • F866-744-2882 t PROPERTY ADDRESS: 439 NE 92ND STREET MIAMI SHORES, FLORIDA 33138 SURVEY NUMBER: FL1404.2530 FIELD WORK DATE: 4/19/2014 REVISION DATE(S): (REV.0 4/23/2014) FL 1404.2530 N 89°44'45" E 75.14' (M) BOUNDARYSURUEY 75.00' P MIAMI-DADECOUNTY 1 — o.B` o .2. OFF C j W. 1/2 N C ILOT 18 N I 21.4' I BLK 50 CE ANI IPj]JOT MINED LL �j� ...J6.7' 0 a 1/2 ,.�i,E. LOT 18 Z O 13.4' a+: " •_ 1 0.8' FF: BILK 50 h•l ■ . •— LOT 16 ;� ^ " .•., •;;,�-:: � I �w (NOT INCLUDED) BLK 50 r' a r LOT % ` a•:::- mac, :3_ 04 N •.t, I D. ON b fl SLK 50 t, Z 1 M. .' i. �, ...� I 10.1": RES #439 ' ,1 Vf 0.8' OFF Q 21 1i 0.4 ON Uj CL Z O 0 25.6' F F I . r Q ® CD 9.9' 14.7' 14.8' �:.. I ' I Lij S 89'49'34" W 200.13' (M) N 4 S 90°00'00" W 200.00' P) RP :.e . 1.. :.�E- , .. r. ,Fi`r�' CONC. S/W 140 12" ID NO ID 40- a VVVtj%Aj TV 10.1.3 km) o B.C. B.R. (ASSUMED) ,GENE ;R SAY 9 2014 BY: l hereb certify ?pr�erto7hos ESKf Su e o ehereon described b e m e u emy direction, anbes pf y knowledg and belief, it is a represen t^ n a 30 0 1s 30 of a survey that eets a mi m technics, standards set fo ' Board OfyFF y�°ala Professional Land is escribed in GRAPHIC SCALE (In Feet) A Chapter 5J-17 of the Administrative C d . 1 inch = 30' ft. RONALD W. WALLING r5'9 State of Florida Professional Surveyor and Map r License No. 6473 Use ofThis Survey for Purposes other than Intended Whhout Written I krifiraUon, will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certtfied. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X SHADED. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. Michael J. Quare uio P.A. CLIENT NUMBER:RACK439 DATE:4 /23/2014 attorney at law BUYER: CHARLES J. RACK p.954.524.3324 • f.954.779.1767 • mjgesq@gmail.com SELLER: THOMAS &LISA MCCARTHY CERTIFIED TO: CHARLES J. RACK; MICHAEL J. QUAREQUIO, P.A.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; SUNTRUST A C T A MORTGAGE, INC.; ITS SUCCESSORS AND/OR ASSIGNS a Land Surveyors Inc www �.�m This is page 1 of 2 and is not valid without all pages. P 9 p 9 82 P ftSuttell.F •Fyss,FL33 13 Lei 7337 11940 Fairway � Drive, Butte 1• FL Myers, FL 33913 REPORT OF SURVEY FL1404.2530 I I This is page 2 of 2 and is not valid Without all #)ages. LEGAL DESCRIPTION: LOT 17 AND THE WEST 1/2 LOT 18, IN BLOCK 50, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN'PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST IS BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF NE 92 STREET, LOCATED WITHIN MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by Others. This survey does not determine or imply ownership. 2. This survey only shows Improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is a septic tank or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom It is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are In feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All comers marked as set are at a minimum a tit"diameter, l8" iron rebar with a cap stamped 1907337. 10. If you are reading this survey In an electronic format, the information contained on this document is only valid If this document is electronically signed as spedfied in Chapter 5.1-17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the Invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office ofthe performing surveyor. If this document Is in paper format, It Is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected In the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center ofthe field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POPS) are selected above -ground improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. There may be additional POI's which are not shown, not called -out as PON, or which are otherwise unknown to the surveyor. These POI's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The Information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified priorto such activity. LEGEND: UNE rIT5, rlo;iitse tr• .= BOIJNDAfO^^' WiE I CEJTERLLFIC _ CMN -UMC m WIRE FMC! PASEANH'a' EDGE OF OP W� IRON PENGY OVERHEAD LINES .--aa�aa•�ra- SURVL'YTIE lINE WALL OR PARTY WALL WOOD PENCE VINYL PENCE SURPACETYPM im m•emm6amm ASPHALT ®BRICK M wTU CONCRETE '=AREA = WATER ® WOOD 5YMB019t ruameommrmetmm» BACKPLOWPRMNTM BUL BENCH MARK ¢ CSNTER.INE A CENTRA. ANGLE an DELTA (,/ COMMON OWNERSHIP • CONTROL POINT ■ CONCRETE MONUMENT ata,; CATCH BASIN "gyp EU:VATION V PIRA t1YDBANT • FND ORWr MONUMENT �- GIIYWURE Olt ANCHOR O MANHOLE ® TRIOL CONC. UTILITY OR LIGHT PCE ® WELL ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, if this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, this survey PDF, if authentic, is completely official and insurable. In order to validate the NElectronic Sign. ture'of PDF surveys sent via www.su rvevstars.com, you must use a hash calculator. A free hash calculator Is available for download at wvrv,.sokpe dia.com/oe VSyzte m/Fi le -Ma nagementMash-Calculator-KirilLsh Rini In order to validate the Electronic Signature of any survey PDFsent via wwwsurveA mzcom I Download the Hash Calculator avaiWble at vrvrc�.softped iscom/geV System/Elle-Mena gemen VHash-Calculate r -Ki rill.shtm I 2. Save the Survey PDF onto your computer from wwwsurveystars.com or from the email sent from wwwsurveystam.com. 3. Click the square Browse button in the upper right hand comer ofthe Hash Cakvlatorto find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand comer ofthe Hash Calculator 4. Compare the 40 digit string of characters in the SHA -1 line to the 40 digit SHA -1 characters forthe survey In thejob file in wwwsurveystarscom which is also primed on the invoice for that survey. 5.Ifthe40 digit string of SHA -1 characters are exactlythe same on the Invoice for in the surveyfile atwN wsurvLgstarstom) as they are In the Hash Calculator, then this PDF is authentic Ifthe 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. SURVEYOR'S LEGEND NC AIRCMMONMG B.R BEARING REFERENCE B.C. M=COI*= B.P.P. BACKPLOWPRMNTM BUL BLOCK. BLDG. OUP DING BM BPNCIVA WC B.RL BUILDING RESrRICTTON LINE BSNR. BASEMENT Bw BAgBOX WINDOW (C) CALCULATED C CURVE CATV CABLE TV FJ5M C.B. CONCRETE BLOCK aim CHIMNEY CLL F CK41N UNK PENCE C.O. CLEAN OUT CONC. CONCRETE CDR. CORNER C90W CONCREMSIDEWALK C.V.G. CONCRETEVAU0(GUf1HR CIL. CENTER LINE CHP COVERED PORCH 05 CONCIWE 51AD (W DEED D.P. DRAM PEND QW DRIVEWAY UN. ELEVATION ENOL OUX051RE ENT. ENTRANCE EM ELECTRIC METER EOP. EDGE OF PAVEMENT E.O.W. EDGE OF WATER ELM EIPCTRC unLTIYBOLI (P) FIELD FTAC M. CONCRETE MONUMENT F= FOUND DRILL HOLE F.P. FINISHED FLOOR PIP POUND MON PIPE FIPC FOUND IRON In t CAP FIR FOUND IRON ROD FIRC raw IRON ROD 4 CAP PN FOUND NAIL FM FOUND NAIL * DISC PND. FOUND FM FOUND PARKIR-KALON NAIL FPKN*D POUND PK NAIL* DISK PRR9PK FOUND RAILROAD SPIKE CSAR. GARAGE GM GAS METER m. IDENTIFICATION ILL ILLEGIBLE INET. INSTRUMENT INT. INTERSECTION L L56M Lao LICENSE 0 - BUSINESS LBO LICENSE 0 -SURVEYOR (A6 MEASURED M.D. MAPBOOK MES. MRHED END SECTION M.P. ANAL PHNCB N.R. NON RADIAL W.T.S. Nor TO SCALE O.C.S. ON CONCRETE SLAB O.G. ON GROUND OFF OUTSME OP SUBm PAROL. OH. OVERHANG OHL OVERHEAD LMS ON MSIDE OF 51.115 T FARCE. O.R.B. OFFICIAL R'CbRD BOOK O.RV. OFFICIAL RECORD VOLUME CVA OVERALL 05 OFFSET " FIAT P.D. RAT BOOK P.C. POINT OF CURVATURE P.C.C. POINT OP OOMFOUND CURVATURE P.C.P. PERMANENT CONTROL PCM' PIE POOLEQUIPMENT FG. PAGE P.I. POINT OF INn5tsecrioN PLS PROFESSIONAL LAND SURVEYOR PLT PLANTER F.O.B. POIT OF BEGINNING P.O.C. POINT OP WMMIDICZYM P.P. PINCHED PIPE F.R.C. PONT or REVHLSE CURVATURE P.R.M. PERMANENT REFERENCE MONUMENT FSM PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY R RADIUS azr RADIAL (R1 REOJRD RCE. RANGE RS. RESIDENCE RAV RIGHT OP WAY a SURVEY 5.5.1- SETBACKUNE S COSURE LINE R. SCREENSURVN PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2 Select a printer with legal sized paper. 3. Under"Print Range", dick select the "ATI" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print 5. Under the"Page Scaling" selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print TO PRiNT IN BLACK+ WHrM 1. In the main print screen, choose "Properties". 2. Choose "Quality' from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale". SED. SOCTION SEP. SEPTTICTARK SEW. SEVER 3/GD SET GUM DISC SIRC SET IRON ROD 4 CAP SM SET NAIL * DISC SMFr. SQUARE FEET SLY. STORY S.T.L. SURVEVTIEuNe SV SEWER VALVE SIW 50MALK S.W. SEAWALL TSM TEMPORARYBENCHMAR3 TEL TELEPHONE PAgUD129 T.09. TOP OF BANK TWP. TOWNSHIP TX TRANSFOI044U R TEP. TYPICAL U.R. unLrry RISER WDC WITNESS CORNER WIP WATER FILTER W.P. WOODEN PENCE WM WATER MErEPMALVE BOL( WV WATERVALVE V.F. VINYL PENCE aE ACCESS EA5Er1EAT M. I- ANCHOR EASEMENT C.M.E. CANAL MAINTENANCE EBMT. C.u.E COUNTY unLITY L5MT. D.E. DRAINAGE EASE IWr D.U.E. DRAINAGE AND UTILITY E5MT. SMT. EASEMENT LEJEE INGR592GR155 SMT. (RLE. IRRIGATION EASEMENT L.A.E. LIMITED ACCESS SMT. LB.e. LANDSCAPE BUFFER BMT. LE LANDSCAPE E5MT. LM.E TAKE OR LANDSCAPE MAINTENANCE EASEMENT M.F. MAINTENANCE EASEMENT P.u.E. PUBLIC UTBDY EASEMENT RO.E RODE OVERHANG E51VIT. S.W.E. SIDEWALK FA55MU S.W.M.E. STORM WATER MANAGEMENT ESMT. T.U.E TECHNOLOGICAL UTILITY SMT. LIZ LmLm'eASEMPNT OFFER VALID ONLY FOR: CHARLES J. RACK , F -E5- 7)]x: 7�, 7A - C - � ,25% off • •0 ANY FUTURE SURVEYING SERVICES ON • Offer valid only for Iha buyer as listed on The, first page ofthe survey. Total discount not t ©toad sSQQ Exacta Land Surveyors, Inc. wwwXXacitalandmm P.K6r735-1916 • F.866-7442882 ® LBO 7337 11940 Fairway Lakes Drive, State 1" Ft Myers, FL 33913 �w WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR COMMERCIAL SIZES y. ... � ;:; :•.:: •:t.;.. ... y..� _. a... t. c�.:: .}.. �.•-.�:.m:.. tom.... ::;.^:'. ::':•__• _:.t...•,..»..» ::.�. :�t.:.�t.: t:.t•:::.....:.!®.. _..::�.. tt -:Rt'..:::E":'.:'.L-....®.» :...•.•®.::.:' '.Y .Ii. . 6.YI.P: m`•1➢Y- ....:.:.1®D�t��t._t: a..C... ^ ®ADE CO., FLORIDA clup � THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE 5CENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: BUILDING t tlf D���-+ [jpODI t�Ts 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) LSU L GGrf lfjnRn CC�ln1���w my ACCORDING TO ASCE7 CALCULATION METHODS. 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 NEXTSMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE A5 A 16'xB' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES 5.7 OKI -".I -h.SO:U, -r+D.L -t-3O.I+ -47.3 8'x8' +35.2 ;-4.4.0...+35.7, -44.5 +36.1 F 9'x7' +35.3,44.1; +35.71-44.6 +36.1 a 9'x8' +34.9 -43.4 +35.3 -43.9 +35.8 z 16'x7' +33.8 -41.1 +34.2 -41.6 +34.6 Lu 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2 5 18'x7' +33.5, -40..5 +33.9 -40.9 +34.3 +34.6 18-XB': +33.1, -39,8 +33..5, -40.2 +33.9 WORST CASE DESIGN PRESSURES (PSF) 5.7 +36.8 -46.3 +37.3 -46.8 +37.7 -47.3 +38.D -47. 5:0 +36.5 -45.5 +36.9 -46.1 +37.3 -46.6 +37.6,-47. 5.1 +36.5 -45.6 +36.9 -46.1 +37.4 -46.7 +37.7, -47. 4.4 +36.2 -44.9 +36.6 -45.4 +37.0, -45.9 +37.3,-46. 2.0 +35.0 -42.5 +35.4, -43.0 +35.68 -43.5 +36.1,-43. 1.3 +34.6 -41.8 +35.0 -42,3 +35.4 -42.8 +35.7,-43o 1.4 +34.7 -41.9 +35.0, -42,4 +35.4 -42.8 +35.8,-43 0.7 +34.3. -41.2 1 +34.7. -41.6 +35.1. -42.1 +35.4, -42. THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING N Se .CLOPAY, I'EALg AND HOLES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA.P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] *fj1111lJ8g$'rtIr vl se. •`, No 63288 • • r STATE OF :fit; �.p�•U�� •mow..•► %�.F�` sl�gr vrur 4/27/2012 22' MEAN 23 ROOF HEIGHT 24' 25 8'x7' +38.3, -48.2 +38.7 -48.6 +39.0, -49.0 +39.4, -49.4 81x8' +38.0, -47.4 +38.3 -47.8 +38.6, -48.2 +39.0, -48.6 U 5 9'x7' +38.0, -47.5 +38.3 -47.9 +38.7, -48.3 +39.0 -48.7 0 9'x8' -TX -T- +37.6, -46.7 +38.0 -47.2 +38.3, -47.6. +38.6 -48.0 z a� Y6 167x8' +36.4, -44.3 +36.0, -43,5 +3 .7 +36.3 -44.6 -43.9 +37.0, -450 +36.7, -44.3 +37.4,-45.4 +37.0 -44.7 o 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 1858 +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING N Se .CLOPAY, I'EALg AND HOLES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA.P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] *fj1111lJ8g$'rtIr vl se. •`, No 63288 • • r STATE OF :fit; �.p�•U�� •mow..•► %�.F�` sl�gr vrur 4/27/2012 MIAM1.OADE qN �,A 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 DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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 (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 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 Sectional Garage Door up to 16'-2" Wide vv/ Optional Impact Resistant Lites (DP +38,-42 PSI+ APPROVAL DOCUMENT: Drawing No. 104753, titled "W6 DP 38 2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control approval stamp with the ,Notice of Acceptance number and approval 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, Troy, OH, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami - Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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. NOA No 12-1204.11 Expiration Date: February 14, 2018 �Z/�� /� j✓ Approval Date: February 14, 2013 r % Page 1 Clopay Building Products Comnany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753, titled 11W6 DP 38 2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 2411 3.2.1, 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 11/13/2012, signed and sealed by David W. Johnson, P.E. 2. 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. C. CALCULATIONS 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. 08-0305.02 issued to SABIC Innovative Plastics for their Lexan Sheet Products, approved on 04/24/2008, expiring on 07/17/2013. F. STATEMENTS 1. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. o i6 019 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12-1204.11 Expiration Date: February 14, 2018 Approval Date: February 14, 2013 E-1 4 MODELS 24 GA SHORT 24 GA FLUSH CLOPAY 84A, 94 98 HOLMES 48, 48B -- IDEAL 4RST 4F )I DOOR HEIGHT 0 OF SECTIONS UP TO 7.0' 4 3 7'3' TO 8.9' 5 9'0' TO 1006' 6 10'9' TO 12'3' 7 12'6' TO 14.0' 8 14'3' TO 15'9' 9 16'0' 10 MAX SECTION HEIGHT, 21' o� s 0- 0 o 63286 :: * A N 9 STATE OF DESIGN ENGINEER: SCOTT HAMILTON. P.E. ■ r, A 3 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG -L -LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). ,/, 11 11 / z 1 QF, SLIDE BOLT LOCK SHEET. REVISIONS ENGAGES INTO VERTICAL TRACK - 1 nnmIm-71FMI -Lala_ I t+—1 ��r■�r■�r�■�Iila_tr� 11- 1 I�sl l V:zNO. ZONE: DATE: ECN NO. APPVO: DESCRIPTION Im i�Ir�_y' 110 - 11/19/12 - SH REVISED FOR M -D. )=I I Sm.- IN' IMPACT -RESISTANT CONSTRUCTION: KEYED LOCK WITH WLATCH LOCK OPTION. SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE PEI OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH D MAX. GLAZING SIZE IS 18-1/2" % I1" IBC/FBC 2606. GLAZING IS INJECTION MOLDED GE LEXAN THE ENORE DOOR ASSEMBLY INSTALLED IN COMPLIANCES WITH THIS SECTION MEETS THE APPROVED CC2 PLASTIC IN SLX2432T, AN AED WIND LOAD REQUIREMENTS OF THE FLORIDA BURONG CODE AND INTERNATIONAL BUILDING �WEyI1 ACCORDANCE WITH IBCC 2605. CGDE AND is LARGE- AND SMALL -MISSILE IMPACT RESISTANT. ytI�I070,yT SEE SECTION 8-B FOR ASSEMBLY DETAILS. I M A- cuint N IN TnP CFCTION_ (GLAZING SHOWN IN INTERMEDIATE SE— VIEW "B" (SEE SHEET TWO). VIEW "C" (SEE SHEET TWO). -16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. 130TTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG -L -LOC SYSTEM. -TWO POINT LOCKING INTO TRACY.. I A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MX. DOOR WIDTH - 16'-2" (1) 3 -IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON SECTION 8—B (IMPACT—RESISTANT GLAZING OPTION) DETAIL '0' OPTIONAL DECORATIVE E29 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. I (BETWEEN FRAME AND FAME). DECORATIVE FROM FACADE. STRUCTURAL. SILICONE SEALANT (BETWEEN STEEL. SKIN AND FRAME). IMPACT RESISTANT - ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) ®6 . 3/4' PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING. p SLIDE BOLT LOCK EACH SIDE OF DOOR. END ENO ENGAGES INTO VERTICAL TRACK - 1 nnmIm-71FMI -Lala_ I t+—1 ��r■�r■�r�■�Iila_tr� 11- 1 I�sl l .000 = t .005 = t.Do1 ONE LOCK ON eD000 pgrees 31/T Im i�Ir�_y' 1�1 I� I��■�N INSIDE SLIDE BOLT r, ►�■l )=I I Sm.- IN' ��I KEYED LOCK WITH WLATCH LOCK OPTION. PEI n�n� ISI ��1� ���t•� �WEyI1 �Myr �UM ytI�I070,yT III�IIIII�IIIII ���•yr��� I A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MX. DOOR WIDTH - 16'-2" (1) 3 -IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON SECTION 8—B (IMPACT—RESISTANT GLAZING OPTION) DETAIL '0' OPTIONAL DECORATIVE E29 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. I (BETWEEN FRAME AND FAME). DECORATIVE FROM FACADE. STRUCTURAL. SILICONE SEALANT (BETWEEN STEEL. SKIN AND FRAME). IMPACT RESISTANT - ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) ®6 . 3/4' PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING. p Apprwmdwowcylyb*wI&ft SLIDE BOLT LOCK EACH SIDE OF DOOR. END ENO ENGAGES INTO VERTICAL TRACK - .00 = 1.015 By .000 = t .005 = t.Do1 ONE LOCK ON eD000 pgrees 31/T EACH SIDE OF DOOR. QUTSIDE KEYED HANDLE. END STILE INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION.DE KEYED LOCK WITH WLATCH LOCK OPTION. Apprwmdwowcylyb*wI&ft DESIGN LOADS: +3B = !� Cod, =M MTrni Caaot ter TOLES! cue. _ .4 TOLERANCESoe .0 - 1.031 .00 = 1.015 By .000 = t .005 = t.Do1 eD000 pgrees 31/T 2 in END STILE. p OUTSIDE B HANDLE.LOCK 13AR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH I,OCK BAR LOCKING. Praduch fampmry Poi 14. 513-TIG- RIPTION: 2" STEEL PAN DOC W BY. SH I DATE: I i KED BY: SH DATE: II NO.: 104753 PART NO.: N/A A VINDLIIAD RATING W6 DP38 TABLE FOR MODELS) SCALE: NTSDWG. SHEET I OF 3 SIZE VER: MD N C 4 STEEL TRACK FASTENED MODELS 24 GA SHORT 24 GA FLUSH CLOPAY 84A, 94 98 HOLMES 48, 48B '- IDEAL 4RST 4F 2` TRACK CONFIGURATION NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE DOORS UP TO 800 LBS WIND LOAD RATING OF THIS DOOR. TO TRICK JUNCTION DOOR COUNTERBALANCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16` X 1-5/8• LAG SCREWS AND To TRACK WITH (2) 1/4" RIVETS. �t w 2 AS ROD: SPACING NTE 14" O.C. 63` 2` GALV. STEEL TRACK. TRACK THICKNESS: 0.°83'. 0 _ TYP. 2-1/2" X 12 GA GA.IN STEEL TRACK BRACKETS. i ATTACHED TO JAMB WITH (1) a O 138*"�— 24' 5/16" X 1-5/8" LAG SCREW PER TRACK BRACKET. 10" 3` TRACK CONFIGURATION ODORS 800 LBS AND OVER. App—ld e4 ODOVIYW VA& the B 1,om! '� �Ap It MI.,. D!lf P.&O cm" T BY 8T _ It vl \% ItII F/f11IAI O �CENSF;DiL�•: No 63286 jr 9 =. STATE OF DESIGN ENGINEER: SCOTT HAMILTON. P.E. I FLOkIDA LICENSE No. 63286 4 » Z, r 3 2 SHEET. 3 OF3 REV.N0. ZONE: DATE: I ECN NO 1AMR CONFIGURATION DQORS UP TO 800 L85 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1 -5/8 - LAG SCREWS NOT TO EXCEED 14" ON -CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAN& 2` GALV. STEEL TRACK FASTENED TO 12 CA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4` DIA. RIVETS OR (1) 1/4` x 5/8" BOLT h NUT PER TRACK BRACKET. NOTE: TRACT( CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE IAMB CONFIGURATION WIND LOAD RATING OF THIS DOOR. QRS 800 LBS AND OVER. CENTER HANG REOUIRED FOR ,�- DOORS OVER 8• HIGH. REVISED FOR M -D. ❑1 • STOP MOULDING BY DOOR INSTALLER (TO SUIT). ,16 CGA. GAL% STEEL END STILE. Is GA. GALV, STEEL DOUBLE END STILE. 20 GA Mw. GALV. STEEL INTERN. SOLE. 18 G0. CALV. STEEL INTER HINGE FASTENED TO CENTER STILE W/(4) EACH a14xS/8` SHEET PETAL SCREWS. ` 7/16' I.D. ROUND PUSH NUT FASTENER. �14 CA GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH ®14x5/8` SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. C 2" DIA. 7-1/2" LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION - - PRFPARAMON OF JAMBS BY OTHERS. LFIR BRACKET (2-1/2` x 5-3/4" z 12GA) ATTACHED WITH (2) 1/4" x 3/4• SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE' AS SHOWN IN f;,B-3SHEer t. TR CK rm gt�,F LOW HEADROOM OPTION (AVAIL FOR BOTH 2" AND 3" TRACK) BLE HORIZONTAL TRACK TY DOOR INSTALLER (TO SUIT), O -EL END STILE. U '. STEEL DOUBLE END STILE. L MIN. CALV. STEEL INTERN. STILE. 18 GA. GALV. STEEL LATER. HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/B' D. D SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS 12" CENTERS. STEEL TRACK FASTENED 1" DOOR OVERLAP (EACH SIDE) 3` CALV. TAPERED STEEL TRACK AND ANGLE. TRACK 2.6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". �TWCKNESS: 0.101`. ANGLE THICKNESS: 0.080`. HOR120NTAL TRACK SUPPORT BY DOOR 46` MIN. AN DIMENSIONS 3-1/4` x 2-7/8". ws7auER (TO SLOT). SPACING 2-7/8` MIN. x 0.080" TAPERED JUNCTION. TWO 1/4"FROM ,_VERTLCAL/HORRONTp1OFF 14• MAXIMUM LST MOUNTING 3_I/4" z ANGLE SEE LAG BOLT MOUNTING I70.01Y.NUTS FOR EACH TSLOT TO TRICK JUNCTION LFIR BRACKET (2-1/2` x 5-3/4" z 12GA) ATTACHED WITH (2) 1/4" x 3/4• SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE' AS SHOWN IN f;,B-3SHEer t. TR CK rm gt�,F LOW HEADROOM OPTION (AVAIL FOR BOTH 2" AND 3" TRACK) BLE HORIZONTAL TRACK TY DOOR INSTALLER (TO SUIT), O -EL END STILE. U '. STEEL DOUBLE END STILE. L MIN. CALV. STEEL INTERN. STILE. 18 GA. GALV. STEEL LATER. HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/B' D. D SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS 12" CENTERS. STEEL TRACK FASTENED FASTENER. 14 GA, GALV. STEEL ROLLER MINCES FASTENED TO END SPACED AT �12` ON CENTER 0.7°7" THICK 3" GALV. TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & NUT AT EACH MOUNTING SLOT. STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 7/4" SELF TAPPING SCREWS PER END HINGE. 46` 3` DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER p'!'4,)' 34• NE. Y." TRACK BOLI AND NUT A7 EACH �-;PREPARATION OF JAMBS BY OTHERS MOUNTING SLOT LOCATION. DESIGN +38. P.S.F. & -42.0 P.S.F. Doan VERTICAL uxlexx Staub oixxnxtxx S C'O__ rmdl s Duke 5040 rd SA TOLERANCES — ® y Y040 51 45040 USA 22" HEIGHT TRAGI( LENGTH 1. No. 513-770-4800 7 -0 .0 1.031 tea( P+oArcb Fox N. SIS -770-4653 8-0- • ONE 5/16` x 1-S/8" LAG SCREW SPACED AT THE SAME .00 = t.015 DESCRIPTION: 2' STEEL PAN DOORS 10" 9 - B6 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2`, 10`, 22•. W. 000 *.005 t -0 108` DRAWN BY: SH DATE: 11/18, 12-0 13 46 ETD.). ADDITIONAL LAG SCREWS LOCATED AT lfi 28`. t< 00� 1.001 3-1/2 14 -0 156 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees tl/2' CHECKED BY:' SH DATE: 11/207 > 16 -0 180 VERTICAL/HORIZONTAL TRACK JUNCTION. 9= r;&S. DWG. NO.: 104753 3 K PART NO.: N/A A VINDLOAD RATING W6 DP38 TABLE FOR MODELS) SCALE: NTS I DWG. SHEET 3 OF 3 SIZE VER: MD 4 MODELS 24 GA SHORT 1 24 GA FLUSH CLOPAY 84A, 94 98 HOLMES 48, 48B -- IDEAL 4RST 4F a' Ame .l� SHEET, HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO r (NO LOAD FROM DOOR) Untem Stota4 Othvwty TOLERANCES o,y' .0 - t.031 .00 - t.015 .000 *1105 OHIO = t.001 Degrees t1/2' Xmas sut a OV -1. 0WEN9ONs ARE IN vecHm THE 2.6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. xx A 2. EACH VERTICAL. JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & -336 UL PER LINEAR ATE: it DRAWN BY: SH D 19 1 SCALE: NTS / / Fool OF JAMB. CHECKED BY: SH DATE: 11/20/1 SHEET 2 OF J 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A _ NER I1/3 TYPE 4. A STRESS INCREASmoumnNc E FOR WIND LOAD WAS =1 IISED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLO BY NOT LESS THAN (3) 2x6 PRESSURE MAX O.C. TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT USS THAN 1200 IS NONRNAL EXTREME FIBER STRESS N BENDING (Fb) FOR DOORS UP TO 8'0' MGH OR (4) 2.6 PRESSURE TREATED SYP (GRADE 02 OR BETTER) WOW STUDS OF A STRESS QUM NOT LESS THIN T200 PSI NOMINAL EXTREME FIBER STRESS N BENDING (Fb) FOR DOORS UP TO 16'O' HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 2x6 VERTICAL JAMB 2x8 SYP GRADE 8208 D13ETTENCR TE R WOOD JAMB SHALT. BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS WENDING INTO THE FOOTING AND INTO TIE BEANS. ALL BARS SHALL BE CONTINUOUSFROM 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 WITH THE FLORIDA BUIDING CODE. STRUCTURE ATTACHMENT 2x6 JAMB TO SUPPORTING (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAM13S OR SUPPORTING STRUCTURE) MAXIMUM ON -CENTER DISTANCESTEEL BETWEEN WASHERS 13ULMG TYPE FASTENER TYPE FASTENERS' REOWIRM BLOCK WALL 4 x -1 4' D T GON 7-1 ) O.D. 3000 PSI MN. CONCRETE 1 4 1 MN. EMBED TAP('ON CONCRETE ANCHOR -8--174- . I 3 8 X 1-3 4 MIN.EMBED WEJ-TF ANKR•TITS ANCHOR15- 1 /2' INCLUDED 40M PSI MX CONCRETE 3/8' X)- 4' T N D WOOD FRAME (SYR OM SG 1/2- , 3' - O.D. - 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 OWNING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2-, EXCLUDING STUCCO THICKNESS ECN NO. 24 GA (0.022' MIN. THICK. 33.4 KSI MIN. YIELD) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING. BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS I 4' r 4-1/4' — L VIEW "0" 4' TALL TAPER STRUT. 0.057' MIN. GALV. STEEL. 50 KSI. MIN. �J t HA 1417; #14x5/8' SHEET METAL SCREWS 414 '� 0 . G.--�� G E N SO,i * : No 63286 DWte o - t3 00 0 0 * INOAr 1/4'x3/4' SELF A -OT �Djp� � TAPPING SCREWS. STATE OF . '07� g7 (f�/rI�/ 14 GA, END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE O�F..4OR1OQ �`� � -„ _ VIEW "8"INTER ��NA v- t%% DESIGN ENGINEER: SCOTT HAMILTON. P.E. c, a. Y2 FLORIDA LICENSE No. 63286 4 I REVISIONS ): I DESCRIPT REVISED FOR M -D. 2' THICK t01 (2) 12 GAL GALV. STEEL TOP ROLLER BRACKETS (2-1/2' x 5-3/87. EACH BRACKET ATTACHED W/(4) #144/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4'x1/2' BOLTS AND NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE. EACH `` HINGE FASTENED TO END STILES W/(4) #14x5/8' SHEET METAL AND (2) 1/4"x3/4' SELF TAPPING SCREWS. SEE VIEW 'B'. ONE 4' T -STRUT PER SECTION. (SEE VIEW '07 EACH T -STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4'x3/4" SELF TAPPING SCREWS. IN V`12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) O DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. 1PAFTr NO.: N/A Untem Stota4 Othvwty TOLERANCES o,y' .0 - t.031 .00 - t.015 .000 *1105 OHIO = t.001 Degrees t1/2' Xmas sut a OV -1. 0WEN9ONs ARE IN vecHm ®�'oQa 8585 Duos BmAwwd OH 4� USA Tet Na SIJ -770-4 Bd&q 1§odAxis Fm Na 51}770-4153 VINDLDAD RATING W 6 D P 3 8 A DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) ATE: it DRAWN BY: SH D 19 1 SCALE: NTS / / DWG.B CHECKED BY: SH DATE: 11/20/1 SHEET 2 OF J SIZE DWG. NO.: 104753 1 VER: MO O