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RC-16-726 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795.2204 Fax: (305)758.8972 Inspection Number. INSP-263297 Permit Number RC-3-16-726 Scheduled Inspection Date.July 18,2016 Permit Type: Residential Construction Inspector. Mesa,Michel Inspection Type: Final Building Owner: RACK,CHARI-ES Work Classification: Alteration Job Address:439 NE 92 Street Miami Shores,FL 33138- Phone Number (305)782-1668 Parcel Number 1132060140250 Project <NONE> Contractor. A&A STAR GROUP INC Phone:(786)271-4115 Building Il Wrtment Comments BUILD NEW OPEN TERRACE AND REPLACE TWO(2) Infractl0 Pawed Comments DOORS INSPECTOR COMMENTS False No plumbing, no electrical and no mechanical. Inspector Comments Passed c6se. Failed Correction Needed Re-Inspection Fee No Additional inspections can be scheduled until re-Inspection fee is paid. July 15,2016 For Inspections please call. (305)762-4949 Page 32 of 44 Miami Shores Village t 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 � Expiration: 10018/2016 MR- Project .--�-- Address Parcel Number Applicant 439 NE 92 Street 1132060140250 Miami Shores, FL 33138- Block: Lot: CHARLES RACK Owner Information Address Phone Cell CHARLES RACK 439 NE 92 Street (305)762-1666 MIAMI SHORES FL 33138- 439 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 14,000.00 A&A STAR GROUP INC (786)271-4115 Total Sq Feet: 200 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Building Date Denied: Second Floor Slab Type of Construction:BUILD NEW OPEN TERRACE AND Occupancy: Second Floor Tie Bond Beam Stories: Exterior: Final PE Certification Front Setback: Rear Setback: Shutter Final Left Setback: Right Setback: Tie Beam Bond Beam Bedrooms: Bathrooms: Window Door Attachment Plans Submitted:Yes Certificate Status: Slab Certificate Date: Additional Info: Termite Letter Framing Bond Retum: Classification:Residential Insulation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Floor Trusses CCF $8.40 Drywall Screw DBPR Fee $8.30 Invoice# RC-346-59078 Footer Column Pads DCA Fee $6.30 03/21/2016 Credit Card $50.00 $548.00 Rake Beam Education Surcharge $2.80 04/21/2016 Credit Card $548.00 $0.00 Window and Door Buck Notary Fee $5.00 Roof Trusses Permit Fee $420.00 Density Plan Review Fee(Engineer) $120.00 Fill Cells Columns Scanning Fee $18.00 Wire Lathe Technology Fee $11.20 Stem Wall Footer Total•. $598.00 Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Shutter Attachment Review Mechanical Review Electrical Review Planning Review Building Review Structural Review Plumbing OWNERS AFFIDAVIT: I certify that all the foregoing infonnati n ' ccu to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na nt r to do the work stated. April 21,2016 Authorized Signature:Owner / Applicant / Contractor Agent Date April 21,2016 2 Miami Shores Village EBY: Building Department I. ��tf 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ��y�� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20tq BUILDING Master Permit No. T-C PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 A-1 C J 2 S 7- City: City: Miami Shores County / Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: IZ Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple TitleholderPhone#: XYZ 7 2- Address: 432 Aq2 s City: q 1 &(41/ 5 /_0 40t< State: Zip: Tenant/Lessee Name: Phone#: Email: /y Q CONTRACTOR:Company Name: A Phone#: -2 47(, a 71 Y,(! J~ Address: t/ 3 G �d a?wOa�t� e.; City: ` , 1,e 4 E/9Ch1state: Zip: Qualifier Name: Z te_S Phone#: 74� Z/ ef/14 .-. State Certification or Registration Mc G G 1-572 0 22 Certificate of Competency#: DESIGNER:Architect/Engineer: �Ou,J 0,0 �6/9� PcA/d G Phone#: Address: City: State Zip: Value of Work for this Permit:$_ 14:�, Square/Linear Footage of Work: .200 S f' Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: 8 0 b P6) tU 0 04c, 7'wr •-,t-x, a P-' Specify color of color thru tile: Submittal Fee$ EZ, M . Permit Fee$ q20 • CO CCF$ 0. 4 0 CO/CC$ Scanning Fee$ � 0 ` (30 Radon Fee$ 6, ,30 _ DBPR$ro, 3 Notary$ - Technology Fee$ 11. 20 Training/Education Fee$, A Double Fee$ Structural Reviews$_k '0�) Bond$ TOTAL FEE NOW DUE$ • O 0 (Revised02/24/2014) z 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureC-2) %XL Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /X44/ day of �D�cCil16EQ. 020 r) ,by 4 _day of .20 ( C' ,by 06,941465 FRACX ,who is personally known to k Ar ,vhois personally known to me or who has produced as me or who has produced --�� ' identification Daho id take an oath. identification and who did take an o th. NOTARY P NOTARY PUBLIC: f Sign: /� Sign: C—a Print: -rOSE (., t3R�, Print: �� YPu -10' ' n IUrd Seal: _CGUMISSION#EE09486� Seal: �y EXPIRES: MAY 17,2015 &V° Notary Pu is State of Florida %OpipiaP�F�.r°� www.AARoNNoTAftw Sindia AI arez a My Commission FF 150750 ax��****�s *a*�*r�***+�s►***w x*�wx*��a�*��*asa**��x*s*�a*w�***�s*► � �w�+ltAdA��+96D�etQ'k�s��sas� �a**$�** APPROVE BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ` STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DIAZ,ANDRES A&A STAR GROUP INC 1936 SOUTH OCEAN DR.APT 10 D HALLANDALE BEACH FL 33009 Congratulations! With this license you become one of tate nearly one mlulon Floridians licensed by the Department of Business and � Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barboque restaurants, DEPARTMENT OF BUSINESS AND and they keep Rorlda's economy strong. PROFE s f.WGULATION Every day we work toimprove the way we do business in order to GGC1513099 UP ;,,08/18/2014 serve you better. For information about our services,please log onto www myflorldaIkmv a com. There you can find more information CERTIFIED G Off PON.TR ,-1 about our divisions and the regulations that impact you,subscribe DIAZ,ANDREA to department newsletters and team more about the Department's , A&A STAR G lkt Initiatives. Our mission at the Department is:License Efficlenily,Regulate Fairly. We constantly strive to serve you better so that you can serve your Customers. Thank you for doing business in Florida, IS CERTIFIED under tee$,Tc visions of Ch.489 FS. and congratulations on your new tkwwal Emkown acre:AUG 31,201s 04PfflW 1147e DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD CCC1513099 The GENERAL CONTRACTOR `. R, t Narrted below IS CERTIFIEb Urnier#tne'provisions ofChapter 489 FS. Ezpiratitin date: AUG 31,2016 a a �A&A-STAB f3ROUP#NCS., 524$.SW-91ST—AVE y - w A � • t \ 003602 _ T PT Rf ,,,J jr, apt v e �F Ju y�:y ,�,�(� i7 �(1SS�.y�.a'3p.¢..^`�^� Alt J-per ' ' x ys, SEC. OF HUS MIRSSj PAY11aE tECE x `+ I. W6 GE RAL Bl TJWJlVt;0,090W R ; v �IGROUfINC GC151 9 t TaxuE x t y 5.00 r t ! x.0#EDIT 15 50269 \ r /4411 �xfP. ' 7 � ' ' Td amTaMcefirt o fms Bfmia fax.The B is not a tease {s coffin c I Iiflcafi Holder am GoWromental f awry ui t Imo N0.A be r on all c nercial es—mi _ s'aa-276 F on. } A&AST-1 OP ID:TC CERTIFICATE OF LIABILITY INSURANCE DA03/17/201TE Y) 03/17/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 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 policypes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ACT Teresa R.Carmona, Agent IInsurance Brokers � 6700 W.Fla ler St.,Suite 270 PHONNO,Exft 305-223-2533 FAX No):305-220-0765 Miami,FL 33174MAIL Teresa R.Carmona, Agent ADDRESS:tcarmona@lsurebrokers.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Intn'l Ins Co of Hannover Ltd INSURED A&A Star Group Inc INSURER 8: Andres Diaz 1936 S Ocean Drive#1 OD INSURER C: Hallandale Beach,FL 33009 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUOR nnm POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE 211ML in- A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE X OCCUR IGA06A007676-01 02/02/2016 02/02/2017 UAMAUE TU TED PREMISES Ea occurrence) $ 50,000 MED EXP(Any one person) $ eX PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY D JECaf LOC PRODUCTS-COMP/OP Arc' $ 1,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOOSAUTOS UTOBODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per sociden $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNEMEXECUTNE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandstory In NH) E.L.DISEASE-EA EMPLOYE $ If yesdescribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more apace Is required) GC License#CGC1513099 CERTIFICATE HOLDER CANCELLATION CITYMIS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave Miami,FL 33138 AUTHORIZED REPRESENTATIVE &74rmAie-, m 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Acs U® CERTIFICATE OF LIABILITY INSURANCE DAIS 4/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS 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 policy(les)must have ADDITIONAL INSURED provisions or be endorsed. N SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). CONCT PRooucER SUNZ Insurance Solutions, LLC. ID: (TLR) NAME Workers'Comp Department c%TLR of Bonita Inc PHONE727-520-7676 x 3 Fax Me): 727-525-3862 700 Central Ave tuite 500 Iffis St. Petersburg, K 33701 IN AFFORDING COVERAGE NAIL fr D=RERA: SUNZ Insurance Company 34762 INSURED DmsuRER a: Aspen Re-London-Best Ratin 'A+" TLR of Bonita, Inc wsuram c: Chaucer S dicate-Uo ds-Best Rating"A+" EnterpriseHR 700 Central Avenue Suite 500 INsuma D: Faraday Syndicate-Uo s-Best Rati "A+" St. Petersburg FL 33701 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 29530329 REVISION NUMBER: THIS IS TO CERTIFY THAT 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rMaRl AWL LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF tummainnnnn POLICY EXP LIMITS COMIIERC1AL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RERTET- CLAIMS-MADE F—I OCCUR PREMISES Ea 000uffw s $ MED EXP one person $ PERSONAL&ADV INJURY $ GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PPOLICY❑PR F]LOC PRODUCTS-COMP/OP AGGJEC $ OTHER1—T $ AUTOMOBILE LIABILITY Es agid r SI LI $ ANY AUTO BODILY INJURY(Per pemon) $ OWNED SCHEDULED BODILY INJURY(Per ecddent) $ AUTOS ONLYAUTOS HIRED NON-0NfNED PROPERTY DAMAGE $ AUTOS ONLY N AUTOS ONLY Per dent UMBRELLALIAR OCCUR EACH OCCURRENCE $ EXCESS LJA13 CLAIMS-MADE AGGREGATE $ DED RETENTION $ A WORIERscoMPENSATION WCPE00000001 11 6/1/2015 6/1/2016 V ISof T TE I I ER AND EMPLOYERS'LIABILITY ANYPROPWETOR/PARTNEW"CUTIVE Ya NIA E.L.EACH ACCIDENT $ 1,000,000. 00 O� in�IXCLUDED7 E.L.DISEASE-EA EMPLOYEE $ 1 mo 000.00 0 yes describe under DESCRIPTION OF OPERATIONS below EJ-DISEASE.POLICY LIMIT I$ 1,000,000.00 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Addlftonel RenoftSchedule,maybe eUaWead N more space Ie required) Coverage Provided for all leased employees but not subcontractors of:A&A Star Group Inc Client Effective:4/18/2016 CERTIFICATE HOLDER CANCELLATION 1313 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Department 10050 NE 2nd Ave. ACCORDANCEWITH TME POLLIIC�F�SNOONS E WILL BE DELIVERED IN Miami Shores FL 33138 AVnrOR1gDREPRESENTATNE Glen J Distefano ©1988 2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 29530329 1 Master Certificate I Jillian Mally 1 4/20/2016 12:12:50 PM (PDT) I Page 1 of 1 219MI5 Report Viewer •� ��1 � 100% .EFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION ••CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW• CONSTRUCTION INDUSTRY EXEMPTION This Certifies that the individual listed below has elected lo be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 2=2015 EXPIRATION DATE: 2/4/2017 PERSON: DIAZ ANDRES FEIN: 204353387 BUSINESS NAME AND ADDRESS: ABPA STAR GROUP INC 1936 SOUTH OCEAN DRIVE HALLANDALE BEACH FL 33009 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR mPjr9rtua1ttoCl�r44DAR14).FA..and8oerdacarpard�nwhodects hantldschapter I ddm�onwKwfftsco w ow,witHnlhasoapad Gdress tiare Zonthe It dd t toazenp.Pw mttD4 dM.,FS,Natl asdnde�bbb thaarthatemmoadtheourtlicukk paraon�rmmad. —.o notor6a'rta regir Wmflbosu*dtorevoodmdtlds�aeadan4or da I fife- Bs.Thsw dspmtrrmtshadr s DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EJ(EMPT REVISED 08-13 QUESTIONS?(850)4131M9 M11psJ/apps8.1ays.CCm/CrreporMOWer/repotl/fewerAspc?deft--kdvporKM7Q3gH6TERftPIK IZ%2f5zSMYIBxkrekeESDFWy1v4NPOM42MrDRGXVW... 1/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3•METHOD 1 OPTION D FL 17860 Date:7/01/2015 Detailed Product Description Manufacturer:T.M.WINDOWS,LLC; 0000 Manufacturer Address:601 N.W. 1P AVENUE–POMPANO BEACH, FL.33069 • 0000 0000.9 Model Name:SERIES 230 ALUMINUM OUTSWING DOOR W/SIDELITES '•(XX) .00 •••• • . Maximum Frame Width:37 7/16' 000000 . (X)/715/8" 0000" 000 0 0000 •00 0000 Maximum Frame Height:96 3/r 0 0 : 00 Maximum Load:+80 PSF,-90 PSF(Large Missile Impact) 0000 00.00 0000.: :00' Installation Drawings#W15-32 00'00' '00000 ..0.00 This product complies with the High Velocity Hurricane Zone(HVHZ)testing regouirements. X00 000000 Comparative analysis used —Yes X No 00 *00:00 .0;•0 0 00 Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) W 111 Of,.r: ah ✓`k Jae ✓ a i ,yr. clay r' k '�'�26r �+MA �:S" '. ASTM E283 Air Infiltration Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. Leakage Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. ASTM E331 Water Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. OR ASTM 547 Penetration Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. &TAS 202 ASTM E330 Uniform Static Air Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. &TAS 202 Press. Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. AAMA 1304 Forced Entry Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. J 0 2916 U11TY C 0 s� AA law 1235 SW 87"'Avenue ( Miami,FL 33174 1 T:305.264.8100 ( F:305.262.6978 1 www.afe;ens.com , aRaroop@afcene.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) UN- y , met-f FBC 1626.2 Large Missile Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer. ��•��vpD AHq'l',., Javad Ahmad PE#70592 No 70592 AI-Farooq Corporation EB#3538 * " .... ST OF �� i ••• •••• ••• Poo Dano&T=w.07AWIS 14:54 n/' • • •••••• SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\2014 FBC\Swing Door\230\230 Outswing Door(LMI)-Pxf2 Am •••• •••••• • • • •00*000 • •••••• 1235 SW 871'Avenue 1 Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com , alfaroog@afceng.com .. .. . . . .. .. . . . • . . . . . . • • . . • • • • ... • . . • ... {8)ANCHORS AT AY ANCHORS tl 8 ANCHORS AT MTG.STILE EIS AT MTG. ENDS AT 3'O.C. .C. • •• MULLION ENDS AT 3'O • • • •• HEAD/SILL WAD/Stu • • • •• • • •• • tb• HEAo/Slu 71 S/8• ••• • ag 3/ j t • FRAME WIDTH 3 FRAME�DTM • • • • • • • SURFACE APPLIED ty MAf • g• • SU jAP 7' 3• t3"MAX. S•MAX ' FALSE MUNRNS --�" D"'� / F MU E - TYP. A HEAD �I HEAD/SILL MAY BE USED /1 - CORNERS MAY USED I CORNERS p a 1 • • i i i i.a is a• 004 i� / \ • • • • • • • • ii ii / \ �i / i \ •• • • • • • • •• it / \ LOCK OPTION n / u u 01 c ii ii ii 1O $ __:!,,7-=iF IN-Af,NE , AME 17VE FN-A ACFIVE m-iiii MMM u\ u\ �w 9 \ / 28 s/9• za s/6• 33 s/a• ' 25 1/2• - - 2S 1/2' s3 s/8• D.L OPG D.4 OPG. 7!'-p D.L OPG. D.L OPG.34 1/2' 34 1/2" ❑ PATI.WIDTH 3a 1!2' 1 t/a' PANEL WIDTH 3q 1/2' a PANEL WIOTFt PANEL WIDTH 37 S/8• 71 5/8' 37 S/8' WIDTH DOOR FRAME WIDM SIOELITE WIDTH ( XX ) ( OXXO TYPICAL ELEVATION THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS SERIES-230 HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT M ALUMINUM OUT-SWING DOOR WP/ SIDELITES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER APPROVAL APPLIES TO SINGLE X AND DOUBLE XX LFAF DOORS LOADS TO THE STRUCTURE ( ) ( ) A-6 OM A EVOM N oaa OVID cPx.o.N PRPAREo BT r1mW FL #17860 WITH OR WITHOUT SIDELITES. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS S aENER�c AND oafs NOT PRovRa wFatNATroN"MMA SrtE sPECWLc SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. EMBEDMENT TO BASE MATERIAL.SHALT.BE BEYOND WALL DRESSING OR STUCCO. PRW=,La WHERE 7HE SIVE CwvmONS OLNATE FRDY TIa P.E.D. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. th COXTRACTat TO BE REBPONSKE rat THE SELM"K AND 1 ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE WAUATION!OF THS PROD=eAM ON TM PRODUCT EYNAlA" a NOT PART OF THIS APPROVAL PROVIDED HE/SHE DOES NOT DEWITE FROM THE CONWnM DETAILED DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONA LOAD DURATION INCREASES USED IN DESIGN Of ANCHORS INTO WOOD ONLY Tm '• RESISTANCE i5 REQUIRED SEE SHEET 2 FOR UMRATIONS. a-THS PROD=EVMAATMN D mDff wu Be c D mm o IF ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE ALTM BY A MEWL NL7f B o-SRE SPEOM MUM SHALL 8E PREPARED BY A FLORIDA REDC3TERED •�: �t MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT ERDC®I al mm=ME"WILL OEM na ORi W Or RECORD(SOIL) N1 8 COME INTO CONTACT WTM OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT Arra WHO WILL BE RESP WMU FOR THE PRa>ER REQUIREMENTS OF THE FLORIDA BUILDING CODE. UM OF THE P.E.D.ENOMR OF RECORD.ACI94 AS A DELEGATED Op drawLrLg no. Shomm TO TK PZA ENDD W SHNl SUM TO THS LATTER THE SITE. '• MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIM ORMIM FOR ITEMLw. ••''• . AL1 rJ-32 IN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CODE. E-THS P.E.O.SHALL BEAR TE DATE ANO ORW*L SEAL AND lDW M OF LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFE4404AL EHmNeER Of REMO TWT PREPARED O. heel 101 7 . . ... . . . ... .• .. . . . .. .. • . . ... . . . . ... 00 00 3/16°HEAT MMeD GLASS . • • •. • . •• • •Of W"Intortsryer ,Y • • •• • • • • . • .• By'E Char And Color Giese 3/18'HEAT STREN'0 CLASS • • • • • • • • • • BY'Eastman Chamkai Co., 3 080'M ••• ••• 000 •.• 000 ••• 3/18'HEAT STREWD GLASS SaRe><CIeal�ryMd Color Ghee Gy'Eastman Chemical Co.' j SILICONE 7$� TRTREMT 300 3/16'HEAT MEN'D MASS •0 0 • • • • • • • . TREMCO��00 SILICONE • •.• • • • • •• • v 00 • • • • • • • • . X3 37 7/16' 76 1/4'MAX. 178 3/16'MAX. p----113°MAX. `'� MAX 0.460'OVERALL LAM. MM 0.480'OVERALL LAM GLASS $ GLAZING DETAIL GLAZING DETAIL ' (DOOR LEAF) (9DEUfE) (x) <oX) (oxo) (xox) Fig g 71 5/8'MAX. ( ) 110 1/2MAX. 149 3/8'MAX. 37 5/8' Z f � � (xx) (xxo) (oxxo) (o) (oxx) APPROVED CONFIGURATIONS NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. MAXIMUM DESIGN LOAD RATING ®+ 80.0 PSF (eat SIZM SHOWN ABOVE OR SMAUER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UMR EXTERIOR(+} LOADs AS FOLLOWS NOTE: t—S/e°THRESHOLD = +53.3 PSF GLASS CAPACITIES ON THIS SHEET ARE 2-5/e"THRESHOLD m +80.0 PSF BASED ON ASTM E1300-09 3 SEC. GUSTS) OF drawing no. 3—t/2"THRESHOLD = +80.0 PSF AND FLORIDA BUILDING COMMISSION W1 rj-3Z DECLARATORY STATEMENT DCA05—DEC-219 FL #17860 •�GAU4L eet of 7 • • .•. • • . ••. .. •. . • . .• •• • • • .•. . • • • ••• TYPICAL ANCHORS tiff SEE ELEVATIONS • • ,� : ... ,W%D • FOR SPACING • •j ••'�. .• • EDGE 5TRULtea' F.B.C.APPROVED A t {DOE'OIST:• ° • ..R.,�" '<�' • , •• 0 STRUCTUREMIALK)N&MiAlION ANCHORS '� EDGE . n ... • • %;,*...�;,';., • • � GIST. SEE SEPARATE APPROVAL 3 • .,t•M!,,,.r • • • F DGE• tav t i , 1e � • ••• • • • r 7 1 g •• • • •TYPICY.Al • ••• TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS QQ SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 9 8 FOR SPACING FOR SPACING FOR SPACING FOR SPACING iQSE) FLUSf•I IT WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1'_XI'ICAL ANCHORS: SEE ELEv. FOR SPACING PENETRATION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM t/a" DIA. W.3111 ON BY 'EI_r_.r_Y' (Fu-177 KSI.FY-155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OPTWINAL 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY tO 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) r T/a' DIA. TEKS OR SELF DRILUNG;iNr3 cracw (OR AGE 5 CRs) y►a= INTO F.B.C. APPROVED MULLIONS (MIN. THK. s 1/8-) p$ INTO METAL STRUCTURES p c STEEL : 1/8" THK. MIN. (Fy a 36 KSI MIN.) 1830 ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN,) Z d (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) " TYPICAL EDGE DWANCE INTO CONCRETE AND MASONRY m 2-1/2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOW AT HEAD OR JAMBS SO o 0.38 MEN. CONCRETE AT HEW.SEL OR JAMBS Po a 3000 PSI MEN. c C-SO HOLLOW/FUM BOK AT JAMBS Pm - 200D PSI M04 REO).FOR ib 3 ROWS O 10A05 RECD.FOR 8 A80VE+53.3 PSF SACT ABOVE+80.0 PSF T//2 WN. f8 SMS g8 SMS o FLl18H 801.7 AT 12"O.C. AT 12"O.C. ASO" DOOR DETAILS O 7 JD� �{pO ALT. i t m 1 t3/8"X 3 8" • . • W 3 2-1/4.FROM SEl E1�S 'bB 0P droving no. STYPICAL ANCHORSEEELEVA \ eETl6E DDI. SEE ELEVATK•ISICAL' � _FOR SPACEJO FOR SPAWNC SPAS FL #17860 �Oyyp�,L�_ heat 3 of • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 1/4°MAX_ 1/4'MAX. METAL SPRUCTURE ��u SHIM • •• • • •• g{1M .. © • • • •• • • •• • TYPICAL ANCHORS •.v• • • •• • • • • • • •• h • • • FOR SPACING • • •.gpTIO�„f'�AF • • • TYPICAL ANCHORS ••• /-SEE ELEV. O FOR SPACING i O.L.O. Q LEAF WIDTH Ivy WOOD SUCK FRAME WIDTHFLUSH SOLT I� AT INACTK LEAF AT ACTNE LEAF 1/4•MAX. SHM 1/4•MAX. © LiO I 31 O 0lY WOOD 9 wa TYPICAL ANCHORS ,':•SEE Em. t8DOORS Fig i g FOR 31 IN—ACTIVE LEAF PSf ACTIVE LEAP gg Z a• OR LESS N rrg L • O '.'a••2 21 �� 4 18 s OPTIONAL E LEAF WIDTH XTERIOR LEAF WIDTHTYPrMAANICHICAS ` SEE ELEV. HINGE ASSEMBLY LOCK OPTION Al FOR SPACING DOOR FRAME WIDTH IN—ACTIVE LEAF ACTIVE LEAF 1 O *. w"m ISM NOTE ABOVE 01` d1'ow�g no. oCK OMON p2OI:nnN p2 FL #17860 • • •.• . . . •. .• . • • •• ••• .•• • • • • • • • • . • . . ••• . . • • .•. TYPICAL ANCHORS -LV SEE ELEVATIONS • •• • • • •• 1 FOR SPACING • • • •• • • •. • EDGE DiST, • • •• • • • • • • •• . • • • • • • • • • z 3 • • •.• • •.• • O . ••• . . . • •. 00 . . . .0.0 . TYPICAL-MAX AT 4-1/2 CHORS "a• ENDS g 3 © O AND TB'O.C. MAX. � el 21 �O p+„ I S OPTIONAL LEAF WIDTH TY' HINGE ASSEMBLY z SIDELITE WIDTH DOOR FRAME VADTH Pfo o OVERALL FRAME WIDTH 6• TYPICAL ANCHORS SEE ELEV. FOR SPACING M m 61 e. No.70= •EDGE OIST. I * $ •9 TYPICAL OP drow&Ig no. SEE ELEVATIONS •' MR SPACING W15-32 SIDEIdTE DETAII.S FL X17860 ��At/1►-� 5 or . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3.000 TCSK 0 PART QUANTM DBSCRWTWN NATENAL MANS./ �� 3.62 • • • �`i1� t TM-38A FRAME °• •• t 6063—T6 • • • • I • • • • 2 (ICY 2805 t iPoWE SILL 9093-T8 - n L • • •• •1ES • • 1A310 ••• 7A ON 37319 1 ALT.FRAME SOL 9083-T6 - 2120 • • • • • • • 28 TM184 1 ALT.FRAME SILL 6063-TB - Q • • •• NTL1F HINGE 3 OW 36SM 2 SIOEUTE FRAME 6093-T8 - F 3A YM173 2 DOOR JAMB 9093_78 - a IS48 4 GW 38048 1 PANEL LOCK STILE 8083-75 - • 83 4A TMI72 t ALT.PANEL LOCK STILE 90 -T6 - FRAME HEAD • i ••• •• • 5 OW 36936 1 PANEL HINGE STILE 6063-T5 - TM-036 • O 17,848 O • • • 6 TM-081 2 PANEL TOP/BoTT011 MAIL _ 9093-79 - vs 2' O.O 965m �_+•}�3-7 8'�•!•• •• 7 ON 31826 4 WEAT♦ffRFTRIP ADAPTER 6083-TS END OF DOOR SDLES(TOP/BOTTOM) 2' �1ER�nrot 8 GM 378M ZA4NGE ASSY. TM OUTER 9-M HINGE 6063-TB DOOR PANEL/FRAME HINGE WE 6k 1.01E9 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE8083-TB WOR PANEL/FRAME HINGE SIS dl�` 41 Lm2 HINGE PIN 10 GW 32222 2 DOOR LOCK INSERT 6063-75 LOCK STELE 11 - 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8'THK.CAP ALUMINUM 3'LONG sow F 18 4037 AS REQ'O. 'ULTRAFAS'CENTERFIN 1001PILE WOOL LOCK STILES,JAMBS.WAD,SOL .062 L843 3.000 �3— j L 1 18 - i/HI7KiE 7/32'0 Hi7x PIN STEEL AT EACH W=ASSEMBLY L843' 21 2/LEAF 1/2'0 THREADED RW,WASHER&NUT STEEL TOP/WTTOM END RAILS L =- M 22 SES 400 1 KWXSET KNOBLOCK ACTIVE LEAF 1.500— 0D $10 x 5/8' HINGE GAP 23 SERIES 600 1 KWIXSEr OEADB01.T — ACTIVE LEAF f 24 2/HINGE ASSY. HINGE BUSXINO PLASTIC HINGE ASSEMBLY I SIDGW 368E ® DOOR JAMB �. 1.1.0.SMS/8, 25 - 36 MW�'(OPTIONAL) PLASTIC Wdi JAMB WALL SCREW HOLES 26 - AS READ, 010 x 1'P.H.SMS.(ASSY.SCREW) STEEL WOR FRAME MEMBERS/YULL CLIaS o IS74 0 27 - 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY ■ �ej�, •7� , 29 1 SIL ADAPTER(1'x 1•x 1/16•TLSO ALUM 30 1 SILL ADOTER(1/2'x 1•x 1/16'TUBE) ALUM — a�- '37SF I 3t TM-m 1 LOCK STILE REINFORCEMENT 6083-T6 FULL LENGTH O DOOR LOCK=ES 3'� ° I 7b89 34 TM-084A 2 MULUON 8063-T5 BETWEEN WOR/SIDE LIVE JAMBS oo 38 OW 37888 4 GLASS STOP 8083-TS SIDE UTE GkAZING PERMETER Q WEATHER-STRIP ADAPTER 3000 00 O OW-,1828 me 00 37 GW 38737 OPTIONAL O.G.DECORATNE MOULDMKi 6063-75 DOOR PANEL PER81ErER 87S o 37A TM-15M O+TIONAL O.G.OECORATNE MOULDING 6063-T8 DOORPANEL PERIMETER fir". .Z <IL v •� .415 L750� 2,326 L F 6 DOOR TOP & BOTTOM RAIL TM 081 HINGE ASSEMBLY JNTO E4'11 4.7$3 �3.375� 3.000 O DECORATIVE73WLDING � � A75 SW 1Jxa 487 1.750 .750 T— �- 2 .750 L750 �� L750 8,000 .1ES 3.500 A62 .062 {�-4.0� 4-000 .332 3.186 ® DECORATIVEMOULDING ® DO HINGE STILE SILL ADAPTERS © DOOR � S71LE ® ALT. D�17LEAF STILE ® MULLION CVM 36048 L137 500- 3.790 L157 C I -n n ,062 .7801- y I��S 0 , _s ...... . L213 $40� I I J` 1.595 .3.62 2S� 2x95 Lssa Lola �7� .6ao I # .062 T2s .6zs _l A4S .429 ��3.000� T— 1,840 ^OF . drowinQ no. un 3.600 125 '''•• .. W 15-32 ® GLASS LA GW-31950 Q mew AES LL g ALT. FRAME LL ® ALT. FFRAIMEE SILL 31 LOCK STILE�REINFORCEMENT FL #17880 9{ of 7 • • ••• • • • • A. • • • •• • • •• • "r • • • • • • • • • • Az 0 3 • • s s • • • • • • !% „ • ••• • e • • •• • •• • • • • • • q 21 FRAME TOP CORNER SIDELITE CORNER a SFALANTS FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. N SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Zgp'. HINGES: /8' 7-5LONG ALUM BUTT HINGES, AT 11'FROM EACH END DOOR LEAF CORNER a AND ONE AT MIDSPAN OF LEAF. O O Locn s OPTION 81 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2"OR 48' FROM BOTTOM g CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38'OR 39-1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS / AT TOP & BOTTOM OF EACH LEAF LOCK STILE i (4)AT DOUBLE(XX) DOORS, (2)AT SINGLE(X) DOORS OpnON 112 MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) 012-28 X 2-1/4.OH MS METALLIC STRIKE PLATE AT 34-1/2-FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) 010 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS , AT TOP& BOTTOM OF INACTIVE LEAF LOCK STILE Nal "' g OPERATORS AT 10-1/2- & 78-1/2'FROM BOTTOM FASTENED WITH (2) 08-32 X 1/2- FH MS (FUSH BOLTS AT TOP&WTfOM OF ACTIVE AND W MK LEAFS FRAME BOTTOM CORNER OF drawing no. m BE ENRAM MOM PERS OF HUMMWE WARNM) � W15-32 FL #17880 i MecaWind Std v2 . 2 . 5 . 7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 12/8/2015 Project No. JobNo Company Name : True Designed By Engineer Address : Address Description Description City : City Customer Name Customer State : State Proj Location Location File Location: C:\Program Files (x86)\MECAWind\CHARLES RACK W 6 D.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) R Basic Wind Speed(V) = 175.00 mph Structural Category - II Exposure Category = C Natural Frequency N/A Flexible Structure = No Importance Factor - 1.00 Kd Directional Factor = 1.00 T Alpha a 9.50 Zg 900.00 ft At 0.11 Bt 1.00 Am - 0.15 Bm 0.65 Cc 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.741935 12 Slope of Roof(Theta) = 8.26 Deg Ht: Mean Roof Ht = 11.75 ft Type of Roof = HIPPED RHt: Ridge Ht = 14.00 ft Eht:'Eave Height 9.50 ft OH: Roof Overhang at Eave= 4.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= 54.00 ft Length of Hipped Ridge = 50.00 ft Roof Slope on Hip End = 16.70 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 0000 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft • • 0000•• 0000•• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 • • • • Gust2: 0.925*((1+1.7*12m*3.4*0)/(1+1.7*3.4*lzm)) = 0.88 •• • •• • 0 •• 0000•• •• •• •00000 Gust Factor Summary •••0•• • • • Not a Flexible Structure use the Lessor of Gustl or Gust2 a 0.85 000000 0000 •0 • • • Table 26.11-1 Internal Pressure coefficients for Buildings, GGCpi 0000•• i 0000 06.00 0 GCPi : Internal Pressure Coefficient = +/-0.18 000000 • • ••i•• • • 0000•• 0000•• Wind Pressure Main Wind Force Resisting System (!BIERS) - Ret Figure 27.4-1 0000 • • •00.0• • • Kh: 2.01*(Ht/Zg)^(2/Alpha) - 0.85 0 • • • • ••0000 Kht: Topographic Factor (Figure 6-4) = 1.00 0000•• • • Qh: .00256*(V)^2*I*Kh*Kht*Kd = 39.93 psf 0 ••• • 0000•• Cpww: Windward Wall Cp(Ref Fig 6-6) 0.80 •• • 0000 • • Roof Area m 5079.32 ft^2 0000 i Reduction Factor based on Roof Area 0.80 MMMS-Mall Pressures for Wind Normal to 72 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wali CP Pressure Pressure +Gcpi (Pat) -GCpi (Pot) Leeward Wall -0.50 -24.16 Side Walls -0.70 -30.95 -16.57 Spall zlev Kz Rzt CP qe Press Press Total ft Pat +GCpi -GCP' +/-GCPi Windward~-- 9.50 0.85 1.00 0.80 39.93 19.97 34.34 44.12 Roof - Dist from Windward Edge Cp Pressure preessure Pr )- ) Roof: 0.0 ft to 4.8 ft -0.90 37.74 23.36 Roof: 4.8 ft to 9.5 ft -0.90 -37.74 -23.36 Roof: 9.5 ft to 19.0 ft -0.50 -24.16 -9.78 Roof: 19.0 ft to 62.Oft -0.30 -17.37 -2.99 Overhang Bottom Side (Windward only) 0.80 27.15 27.15 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure - Leeward Press + Windward Press (For + or - GCPi) Note (5) Overhang bottom based upon windward wall Cp and GCpi = 0. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta- 8.3 Deg, h/1= 0.18 HUM-Wall Pressures for Bind Normal to 54 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +GCPi (Psf) -GCPi (psf) Leeward WallMM -0.43 -21.90 M-7.52 ' Side Walls -0.70 -30.95 -16.57 Wall Elev Ka Kat CP qa Press Press Total ft psf +GCpi -Gcpi +/-QCpi Windward_r- 14.00 0.85 1.00 0.80 39.93 19.97 34.34 41.86 Windward 9.50 0.85 1.00 0.80 39.93 19.97 34.34 41.86 Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(Psf)-GCPL(Psf) Roof: 0.0 ft to 5.9 ft -0.90 -37.74 -23.36 Roof: 5.9 ft to 11.8 ft -0.90 -37.74 -23.36 Roof: 11.8 ft to 23.5 ft -0.50 -24.16 -9.78 Roof: 23.5 ft to 80.0 ft -0.30 -17.37 -2.99 Notes - Along Ridge •ee• Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.13 0 0 •0000• 0.0000 Wind Pressure on Components and Cladding (Ch 30 Part 1) •• • e• • 0 e• All pressures shown are based upon ASD Design, with a Load Factor of .6 000.0• to •• •00000 • 0 • 0 Width of Pressure Coefficient Zone "a" _ - 4.70 ft ••0•e• •00000 Description Width Span Area Zone Has Nin Was P Mia s•0.0 s 0••• •0 0 0 0• ft ft ft"2 Gcp GCp pof psf*0.0.0 • e ••••• w • •e0e•• ee00.0 DOOR W� 3.00 6.66 20.0 4 0.85 -1.05 41.22 -48!19 •• • • DOOR 3.00 6.66 20.0 5 0.85 -1.29 41.22 -5809#5p•00 • • Khcc:Comp. & Clad. Table 6-3 Case 1 - 0.85 0000•• 0 0 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf 0.0 0 •0••e• 0• • 0000 • • NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: N1009861-112 Page 1 Date: 04/14/2009 Revision Date: 09/07/2012 g Certification Program: Structural Company: Jeld-Wen ' Code: 3-104-3 The"Notice of Product Line Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls,OR 97601 Product Line: J_eld-Wen Gladiator/Finishield Glazed Wood-Edge Steel Double Doors with Glazed Fixed Side-Lites 6.6.6 . 0 0000 0000.0 Test Report: NCTL-210-3558-1 & NCTL-210-3558-1A " ' ' 0 0 . 000000 0000 0000.. 0000.. cation Section 1: General Description of the Products and Systems under this CArAh :6666: 6 6 . 0000 . .. 00000 1.1 Frame: The frame jambs consist of wood with all com&%t fed 44L:6 0000 000000 butted. The head/jamb corners were fastened with three ( •6I t•oga 7/i•6„ 6 crown x 2” long staples per corner. The threshold was attacted'to the swe 6666;6 jambs with three(3) 16 ga 1/4"crown x 2"long wire staples.at each en&0 0 0 0 6 . .0060. .. 0000 1.2 Door Panel/Sidelite Construction: Each door panel was constructed 6 0 from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8"sheets of clear tempered glass. National Accreditation&Management Institute, Inc. 4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)6845124/Fax: (804)684-5122 j Certification No.: N1009861-112 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills Endura,AFCO 0000 . . 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. see* .. .0000 .0.000 0000 . 0000.. 0000.. 0000.. . . 0000.. 00 .. 0000 • See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMi at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NOTICE OF PRODUCT CEff4EKaI J,A� - . - . Company: Jeld-Wen Exterior Doors derth cation No.: NI009861-112 Pg 3 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Fails,OR 97601 "; .'. .; F,oirgtibn Date: 10/31/2016 '. ' 'R&-isfo%Date: 09/07/2012 . - - - .60 . . . SO Product: Series"Gladiator/Finishield Glazed Wood Edge Steel Doors w/or w/o Side-Liter(w/Wood Frame unless noted) -• - . - .- •.. -- Specifications Tested To: TAS 202-94/ASTM E,21 4 &420ff_ -QO . . . . - 000 . . . . . ... .. The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertiftcation.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI}. In-swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Out-swing Opaque Size Pos./Neg Rated Comments X I/S or Glazed 37"x 6'10" +45/45 No NCTL-210-3558-1210-3558-1A Max Panel Size:3'0" 6'7 yli Opening:1'9"x 5'3" Single O/SSurface lts Installation Details: JW122008(1-14YJW192008(1-14 X I/S or Glazed 3'2"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-IA Single O/S Max Panel Size:3'0" DaylightOpening:1'9"x 5'3" wlStuf Installation Details: JW 122008 1-14 JWl92008(i-14) OX/XO I/S or Glazed 6'3"x 6'10" +45/45 No NCTL-210-3558-1210-3558-IA Single w/Sidelite (?/S Max Pawl Sire:3'0"x 6'T'Daylight Opening:1'9"x 5'3" w/o Surface Bolts Installation Details: JW1220081-14 JW1920081-14 OX/XO I/S or Glazed 6'3"x 6'l 0" +55/-55 No NCTL-210-3558-1210-35584A Single w/Sidelite O/S Max Panel Size:3'0"x 6'rDaylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details: JW1220081-14)/JW192008(1-14) XX I/S or Glazed 6'2"x 6'10" +45/45 No NCTL-210-3558-1210-3558-IA Double O/S Max Panel Size:3'0"x 6'7"Daylight Opening:1'9"x 5'3 w/o Surface Bolts Installation Details: JW122008(1-14 JW192008(1-14 XX I/S or Glazed 6'2"x 6'10" +55/-55 No NCTL-210-3558-1210-35584A Double O/S Max Panel Size:3'0"x 6'7"Daylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details: JWI22008(1-14)/JW192008(1-14) National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes A.'23072 'Tel:(804)684-5124/Fax: (804)684-5122 f NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CEJ -f STMI . . ... . . . Company: Jeld-Wen Exterior Doors ' 00 0 ' ' ' Geerhlfication No.: x1009861-R2 Pg 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls,OR 97601 .. F.!. is;)!O tra0 Date: 10/31/2016 Date: 09/07/2012 %* ... ... . Product: Series"Gladiator/Finishield Glazed Wood Edge Steel Doors w/or w/o Side-Liter(w/Wood Frame unless noted) • ••.. . . Specifications Tested To: TAS 202-94/ASTM FjF0p X0�E332p 0 ... . • 0.0 • . . . ..• The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). In-swing Glazed Design Missile Test Report Number Configuration or or ! Maximum Pressure Impact Drawing Number& Out-swing Opaque Size Pos/Neg Rated Comments + OXX/XXO I/S or Glazed 9'3"x 6'10" 45145 No NCfL-210-3558-0210-35584A Double wlSidelite O15 Max Panel Size:3'0"x 6'1"Daylight Opening:I'9"x 5'3" w/o Surface Bolts Installation Details: JW122008(1-14yJW192008(1-14) OXX/XXO I/S or Glazed 9'3"x 6'10" +551-55 No NM 210-3558-1/210-35584A Double wlSidelite O/S Max Panel Size:3'0"x 6'T'Daylight Opening: ['9"x 5'3" w/Surface Bolts Installation Details: JW122008 1-14 JW192008 1-14 OXO I/S or Glazed 9'4"x 6'l 0" +45/45 No NCTL-210-3558-1/210-3558aA Single wlSidelites O/S Max Panel Size:3'0"x 6'T Daylight Opening:1'9"x 5'3" W/o Surface Bolts Installation Details: 1W 122008(1-14)IJ W 192008 1-14 OXO I/S or Glazed 9'4"x 6'l0" +55/-55 No NCTL-210-3558-1/210-3558-tA Single w/Sidelites O/S Max Panel Size:3'0"x 6'T'Daylight Opening:1'9"x 5'3" w1surface Bolts Installation Details: JW 122008(1-14)IJW192008(1-14 OXXO I/S or Glazed 12'5"x 6'10" +45/-45 No NCrL-210-3558-/210-3558-tA Double wiSideliteS O/S Max Panel Size:3'0"x 6'T'Daylight Opening:I'9"x 5'3" w/o Surface Bolts Installation Details: JW122008(1-14 JW192008(1-14) OXXO I/S or Glazed 12'5"x 6'10" +55/-55 No NCPL-210-3558-1/210-3558-IA Double w/Sidelites O/S Max Panel Size:3'0"x 6'7"Daylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14 JW 192008(1-14) National Accreditation & Management Institute, Incd4794 George Washington Memorial Highway/Hayes � 23072 Tel:(804)684-5124/Fax:(804)684-5122 I NAMI AUTHORIZED SIGNATURE: MATERIAL PROTECTION 1. ALL LATCHILOCK AND HINGE HARDWARE 1481,•2"MAX OVERALL FRAME WIDTH .- JELDIVENQ TO BE OF CORROSION RESISTANT MATERIAL 37 it4"MAX. to OR CORROSION RESISTANT COATED. 37114"MAX. 74"MAX• FRAME WIDTH n GLAOIATORIFINS1 IELD GLAZED WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH Y_ 35 314•MAX, p it 12•I OUTSWI G STEEL-DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3W MAX 72114•MAX. PANEL WIDTH J b IDENTIFIED IN THE FBC. PANEL WIDTH DOUBLE PANEL WIDTH � SEE DETAIL AF H toU.tft ENE L TE Z 000. --J M 1. THE PRODL3CT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 THE CURRENT FLORIDA BUILDING CODE(FSC)BASED ON THE OTE fi <N SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN LU Y S EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM g Q r E331-W AND ASTM E33"2. 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED 21 118. 21 118° 21 119` 2110 0 PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MOTES. MAX. MAX.( MARL• a i LU t- 'J:t 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED t-ALL VIEWS FROM EXTERIOR. D.L.O. D. . D. 4. D.L.O. 1 C4 Y O AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE ru 2-MULL POSTS&DOUBLE BACK = WIDTH )DTH W10 WIDTH n x MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, JAMBS ARE INTERCHANGEABLE. 4.DESIGNED PRESSURE RATING SEE TABLE 1.PAGE 1. (SEE OPTIONAL CROSS SECTIONS) 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE 3-SURFACE BOLT NOT REQUIRED FOR REQUIRED FOR DOORS AND SIDEL ES. O 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL.GLAZING, APPLICATIONS REQUIRING OP 45 OR � INCLUDING OVALS,SUNBURST AND ROUND TOPS.ALSOLESS' _ *KITE 4 INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS %C., IE 4-MASONRY AND CONCRETE INSTAL- 47 BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. POSTLATIIV DETAILS. � 48 5-POSITION AND NUMBER B, NOTE 2 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH $NOTE S.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR S1DE41TE JAMB WILL BEop GREATER. THE SAME REGARDLESS OF ROUGH �r OPENING TYPE.FOR HORIZONTALL u'S CROSS SECTION IN 7X BUCK OPTION FIXED NAC AC FIXED I IN MASONRYICCNVCRETE,SEE ' g O SHEET 9 FOR DETAILS. ASTRAGAL ~ DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 7X BUCK OPTION IN On 4 SURFACE BOLT OTE 4 L4MCK FACE SHEETS F E SHE TS D O THE CORE AND DMASONETAILS. t;ONCRETE. SEE SHEET 6 FOR SEE NOTE 3 SEE DETAtI B JAMB MULL POST j SUBSTRATE WITH LMC ADHESIVET� • MULL I�DST 1 CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEETS QUAD UNIT tOXXOD EXPANED POLYSTYRENE(EPS). SCALE:1/2"NO PANEL CONSTRUCTION'EACH DOOR PANEL IS CONSTRUCTED {OUTSWING NON-IMPACT) FROM SHEETS OF 25 GAUGE(.016•MINIMUM)GALVANIZED DESIGN PRESSURE RATING m STEEL.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 10 WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED IWu AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS WITHOUT WITH WITHOUT WITHOUT WITH t w 36,4 p .THE 1.688'X7.203°BOTTOM RAI CONSISTS OF SURFACE BOLTS SURFACE BOLTS -+ to ROLLED-FORMED}GALVANIZED 25-GAUGE(.019"MINIMUM)STEEL SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS THE WOOD LOCK BLOCK IS 1.898°X 3118'X 12'. POSITIVE +45 +55 +30 POSITIVE +45 +55 FRAME CONSTRUG f10N:THE FRAME JAMBS&HEAD ARE NEGATNE 45 -55 -45 NEGATIVE -45 55 w 3 CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE NTS NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) SILICONE THE HEAD AND SIDE JAMBS ARE FASTENED USING DESCRIPTION FOUR 16 GA.7116"X 2'STAPLES PER CORNER,THE SILL AND SIDE SHT _ _ RATIO m OH LENGTHIOH HEIGHT IS EQUAL TO.OR GREATER THAN.1.0 r JAMBS ARE FASTENED USING THREE 16 GA.7116"X Y STAPLES • • �•F.VATI)ON.SI&GENERAbNOTES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED • THROUGH THE HEAD&SILL USING THREE#W-112'SCREWS PER • Digitally signed by Hermes F Norero,P E. END.A 316"HOLE IS DRILLED AT THE CENTER OF THE FRAME ```,17`,stF ttrtoi7jo'Reason:i am approving this document AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED • VE BALM, z O 9ate:2012.09211753�5 04�' u ra USING TWO 86 X 1112*SCREWS TO RECEIVE THE TOP AND VER CROSS {—mt tflG1t+—I ,A DATE: 8112!06 BOTTOM ASTRAGAL BOLT.EACH FIXED PANEL IS SECURED INTO S Il If J 7' Q scue.AS NOTED THE FRAME USING FOUR 16 GA.7116'X 2"LONG STAPLES PER TI 7 i HERMES F.NORERO STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERYP ANCYORING TI D =* ' �q / * = FLOFWA P.E.NO.734F owc.sy. WBD THE FIXED PANELS I FRAME JOINERY ARE SEALED AT THE • AN ORIN(itl TICINS • • _ TMJ QF 'W 398 E.DARUITS 3w BE14t3N BLVD. NRI S.FREY EXTERIOR USING?494 SI tCONE. • �` ( ON �Q h� A : '^ rve= L �� `- •' a DAWA BEACH,FL 33004 VE AIL vooa �o F G . JW122008 14 L E ATERIAL t "E000000SSl1 i rGCa�`p` tBPE CERT.OF AtITFL NO.20578 a N 14 Itt ••• • • • • ••• • • i i i i•i i i i �efhfiCattOl)NO.; Ai(bd48laf- 2 0 t1.0'x . . • Reviewed By. „ Date RwOiff— 2— 1 Y 1 114'MAX.OVERALL FRAME WIDTH 192 MAX.OVERALL FRAME WIDTH 37 114'MAX. 74"MAX. 37114'MAX. 37 114'MAX. 37 112'MAX_ '—FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 314'MAX. 36 34'WITH 35314'MAX. p PANEL WIDTH ASTRAGAL PANEL WIDTH t0 35 314°MAX. 35 314'MAX. 11 9 PANEL WIDTH PANEL WIDTH 8 E 8 SEE DETAIL A CI SHEET fi J iZ TE 6 TE 8 SEE DETAIL A m 0 SHEET 6 ij cc J 21 118' 211116/° 21 118" Z d� , t MAX. ..".�. —'V'A AX. �w IL aN0 a 211B' 21118" 21118' WIDTH �OTH MAX, MAX. ,I w p Q D.L.O. D.L.O. D. O, d g WIDTH WIDTH WID p W oo e -, coxa >L O e w NO ® NOTE 4 m NOTE ® ITE 4 NOTE 2 NOTES NOTE 5 VN NOTE 2 / \ / A e NOTE 5 m �NOTE / 0 FtXED INACTIVE S NM Lavw FIXED ACTNE OTE q ASTRAGAL ffl&OTE 4 q SEE DETAIL S MULL POST SHOWN OBL-BACK SURFACE BOLT y 4 OTE SEE DETAIL B z r SHEETS JAMB MULL POST OPTIONAL SEE NOTE 3 MULL POST SHOWN SURFACE BOLT TE 4 SHEET 6 DBL-BACK JAMB MULL SEE NOTE 3 112'MAX.OVERALL FRAME WIDTH Y POST OPTIONAL 37114-MAX 37112'MAX. 37114•MAX. TRI UNIT 9=1 QR tXXO) TRI UNIT tOOX)OR Mm FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE-1/7-1*0 SCALE:ICC-1'-Q' 35 314"MAX. m 314"MAX. t SEE DETAIL A PANEL WIDTH PANEL WIDTH II Q SHEET 6 6 NOTES A m 21 1�` p4wt—v 1 118' NOTES: MAX. MAX. 1•ALL VIEWS FROM EXTERIOR. 0.1 0. D.L.O. 2-MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. 2 WIDTH WIDTH (SEE OPTIONAL CROSS SECTIONS) ZZ p Ig 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING A O DP-45 OR LESS. t7 rn A 4-MASONRY AND CONCRETE INSTALLATION DETAILS. U uaJ O 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB. LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o NO • ••• N0 4 REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZONTAL•!d® • CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE.SEE SHEET 8 FOR DETAILS. i ••i i6-FOR VERTt t17a110bt HSI 1X BUCK OPTION tNNOTE • • • a • MASOt��4. SHEET 6 FOR DETAILS. m z••• ••jol . 'QD° rAm: 81121D8scA;x:AS NOTED •• FIX O • FIXED A T R HERMES F.NORERO WBD 3�)-��-s••---�as. t FLORIDA P.E.90.77M • • •TE•1 T�CzIv,. `ut Z 398 E.DANIA BEACH BLVD. er. S.FREY SEE DETAILS • !'IT'"' • • • :4 ';g1 Q:'�� SUITE3.99 MAIM Ma' SHEET 6RSURFi�E BOLT MUL2 POST46"MOWN• TRI UNIT tOXO) "i F •"".•••••. DANIA BEACH.FL 33094 •• SEE NOTE 3 • DBLUPOST JJTIONAL LL SCALE:112°=1'-0' °°°iss jOM,;� �� F13PE CERT.OF AUTH.NO.298 2 2 �4 Ad&Ydm to NAW— ••• • • • • ••• • • • • • ••♦ • • • Gey,qatiolNo,: ftI= /2" Gly! .dL. Reviewed BY ••• ••• Date Review— 1711 Kilt I— 01 ci _ J Q c - h fd� ZOgr�s 2 W u LU d6 74'MAX.OVERALL FRAME WIDTH = d 72 VC MAX.PANEL MOTH h 3S 314'PANEL WIDTH 35 314'MAX,OVERALL FRAME WIDTH SEE DETAIL A 37112'MAX t hM g S 35 3i4'MAX. 35314`MAX. SHEET 6 FRAME WIDTH 7 co `1 it SEE DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A 35 314•MAX SHEETS SHEETS PANEL MOTH 36 3W WITH OTE ASTRAGAL OTES T£ 21 918° 2D. .8 2178' 21118" MAX. 211 OO 00�Q x DM�ODA � a."/OJTH Q DS .DOWIDTH T. �e WIO WIOT�i ��Y,i 9 u� o x lio-w z ONO e C N4 0 q O 7 w w J 4 cn x zd y w e o. 12ffl NOTE 4 4g p TE 4 a �j < $ NOTE 2 Lo q is NOTES \ n NOW4 m TES OTE 5 $ I- to % rTE S a FIXED AcrlvE INACTIVE ACTIVE ACTIVE OTE 4 7 w TE 4 SURFACE BOLT SEE DETAIL B SURFACE BOLT 4 ASTRAGAL SEE NOTE 3 SHEET 6 SEE NOTE 3 SEE DETAIL B SURFACE BOLT SHEETS SEE DETAIL B t�Y�}� SEE NOTE 3 DUAL UN t7 4� OR (XO) SHEET 8 SCALE: 1 2 Q"{r 0- DUAL UNIT 1), SCALE: 1J2 tet'-O SCALE: t/2" �t Q° •o ••s • • • • 'S P�¢ f oVEWS FROM EXTERIOR. p i i ••i i i i 0-BULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. ••• ••i ••i ••• i• " (SPE OPTIONAL TESECTION yUJIIACSOLI OROU R DFOR APPLICATIONS REOUIRING Z 45 OR LESS. DAM 88112=4-MASONRY AND CONCRETE INSTALLATION DETAILS. .'� �Z 10 s.� scra d AS NOTED 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, j • ••• ••• ••• •LATCF*JAMS OR SIDELtTE JAMB WILL BE THE SAME * T *_ HERPES F.tXXWM awc.er: WBD • • • • • • AEGOADLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL O . ( FLORIDA P.E.NO.73778 • s • • • • CRCSEE: ECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE. 398E.DAWA BEACH BLVD. S.FREY •• • • • • • • ?:'�a� SUITE 338 � ••• •• i• ••• **MDR V41RTICAL ANCHOR IN 1X BUCK OPTION}IN �✓iyS�IONAL��w`�,`` FBPDANIA CERT. CH,FL AUTtL 33004 29578 JW122008 MASONRYICONCRETE, SEE SHEET FOR DETAILS. /tt�Jt��ety�t� see 3 14 ••• • • • • ••• • • i s•••i i i i i•••i Revd�r: 105'MAX.OVERALL WIDTH 951t2'MAX. 89112•MAX.OVERALL WIDTH 37 lir MAX SEE DETAIL A FRAME WIDTH 151 Z MAX. 74 MAX.FRAME WIDTH FRAME WIDTH FRAME WIDTH36 318 WITH 35 3J4 MAX DETAIL A 35 314•MAX o 5 314° 363/8 SHEETS 14'MAX. 14"MAX. 36 WB WITH PANEL WIDTH SHEET 6 PANEL WIDTH Imo. MAX. WJ ASTRAOAI ANEL WIDTH SEE DETAIL A G PANEL WET NOTE 6 0.L O OTE 6 OTE 6 SHEET 6� > Ir 5 314' 4TE 8 TE 6 CD O MAX..O.L.O. _ H- cc V R ` '/ t 99 Z LL d d N 21 1ta' �9 9/8' MAX. Z NOTE MAX. L.O. MA7�D.L.O. flLINMA�C�TIVE �1 D O D.LO. d / MAX, 9 'Y� d O O � FNOTE � = WIDTH �T I MY CL O NO ayLb ;7O a O O TE44 NOTE 4 ' NO 4O NOTE 4a- u O NOTE °� NO 5 TE5 E5 I D INACTIVE ACTf1r FIxEDF 0 ACTIVE AC c"vW z TE 4 SURFACE 8�T OTE 4 ASTRAGAL SEE NOTE 3 4�� F�s NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT a t1 p SEE DETAIL B SCALF: 1!2 t —D NOTE 4 ASTRAGAL SEE DETAFL B SEE RETAIL B SEE NOTE 3 i g+Z r SHEET 6 SHEET 6 SHEETS O (yy�� 12'MAX OVERALL WIDTH 8 co 53•MAX.OVERALL WIDTH I��Qt��-�� SCALE: 1/2- =1'—G- 68 �s� 37112°MAX 1512°MAX. 371!2"MAX SCALE: 1 2 ffi 1 —0 FRAME WIDTH FRAME WIDTH FRAM WIDTH 35 314�MAX. NO E 8 35 314"MAX 1512'MAX 14'MAX.PANEL WIDTH PANEL MOTH � a 5 314" PANEL WIDTH FRAME WIDTH NOTE Im MAX DA-0 em 14'MAX. 5 314'MAX D.L.O. m SEE DETAIL A P9340TE PANEL WIDTH SEE DETAIL A — SHEET 6 SHEET 6 as.. NOTES: 1 1N" 1-ALL VIEWS FROM EXTERIOR. �1 IV MA D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. � MAX O.L.O. H (SEE OPTIONAL CROSS SECTIONS) 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING s c O i DP-45 OR LEM W O _ OTE 4 s 4-MASONRY AND CONCRETE INSTALLATION DETAILS, a i 5:POSITION AND NUMBER OF ANCHORS IN HINGE JAMB. gSURFACE NO O LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME NOTE 4 ••• • • • • • O REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL NOTE 4 • • • • i s • • CROSS SECTION IN 1X BUCK OPTION IN MASONRYICOdCRETE. p "6 NOT • •• • • • • " SEE SHEET 8 F I.S. • •i i;i i 2 / 6-FOR 1 1X BUCK OPTION IN ® O • ..• •• • • • / MAS OY SHEET 6 FOR DETAO S. g NOTE 5 / AO�� nan >U12706t: M scA�.AS NOTED • O ACTIVE 1 . NERVESF.NORERDmm 1n: WBD •• * FLORIDA P.E.NO.73778SEE OETRO B FI F XED • • • S£EDETA*B• % +tea 388 E.DANIABEACH BLVD. cw sr 3.FREY SHEET 6 • • • SOIEET49 • NOTE 4 n � . BU TE 338 Dj001�°M°.: TE4 • •• •• OANlA BEACH Fl 33084LT •• • Q!}�L UN OXO IZ tXO) SURFACE SO.T iii $A E ' ♦ JWi22008 NOTE SCALE: i/2 !) —D OTEd ONCaaggpECERT.f AUTH.NO.29578 3 SCALE: 1 2 �1—0� SEE 14OTE 314 ••• • • • • ••• • • • • . ••• • • • ICatJ(�)�,; Al i�q�{or .. �/t(it�0�I S!e l.O A� .6 Z Addeidwn to NA • • • • • • • • • • • •• •• •• •• Revi&A By Date Rehewec� Item1. DESCRIPTION Metes MIN. 1*MIN MSN, 1'MIN MIN. 1'MIN t HINGE JAMB V 714'x4.518°FINGERJOINTED PINE PINE 2 HEAD JAMB 9 514'x4518°FINGERJOINTED PINE PONE tp 5 28 g 5 28 2 5 28 3 LATCH JAMB 1-11.9'x4- 8'FINGERJOINTED Pit. PINE Y w OTE 1 TE i W OTE 1 4 SIDELITE JAMB 1-1!4`x4-&V F�RXXNTED PIPS PINE 8f f r SHEETS _" SHEETS z SHEET 6 5 810 PHILLIPS FLATHEAD WOOD SCREW WITH 177Y M STEEL y OC g r g 2y 2 29 6 4'x 4'BUTT HINGE 12GA .W MINSTEEL >O v 7 #8 x 34'PHILIPS FLATHEAD WOOD SCREW STEEL 2 2 2 8 e8 x 1 U2'PHILLIPS FLATHEAD WOOD SCREW STEEL z p- ✓"�/ } 9 3116'ITW BUiLDEX TAPCON WITH 1114*MSN.EMBEDMENT STEEL — 4 d 10 COMPRESSWEATHERSTRIP LoxSeW S0 VINYL Z W LL ION '. 47 to r 11 AFCOA-297OUTSWINGBUMPER SILL 606335 ALICOMP LL! Y �Q SEE DETAIL A 16 SEE DETAIL A- = 12 ABLE BACK JAMB LAMINATED VENEER LUMBER VL LVL d SHEET 12 10 SOET 12 37 m 13 EXTRUDED ASTRAGAL GLOBAL ATA-0LH Rt? 6A63T6 AL ALUMIxI1M h 16 SEE DETAIL 16 14 88 X V PHIWP$PAN HEAD SHEET METAL SCREW STEEL 31 A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STE 31 .' 16 TOP RAI LAhONATED VENEER LUMBER LVL .t. . 45 46 30 17 BOTTOM RAIL 25GA .018"GALVANIZED STEEL STEEL 30 r2yi18 HINGE SIDE STOLE pMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE fLAMINATEQ VENEERLUMBER) LVL 29 2120 LOCK BLOCK 1.688X 31?8'x 92'LG PINE PINE 40 #.OD'OA. 2/ ODL UP4JTE FRAME#886�BKWK�(HOA:#901209-09) POLY-PROP. p INSULATED 1.00'O.A. ty 22 9.06'O.A.INSULATED TEMPERED GLASS GLASS Ld�y TEMPERED GLASS INSULATED 23 16 Ga 7t18'CROWN x 2'LONG ST STEEL TEMPERED GLASS F28 CORRUGATED NAIL 1 x t 111 2S GA a� w . STEEL KWKSET LOCK SERIES 460 _ w g KWIKSET DEADSOLT SERIES 9N STEEL w U r 98 x 2 U2'PHILLIPS FLATHEAD WOOD SCREW STEEL SEE DETAIL A SEE DETAIL A A a It CK SOUTHERN YE PINE W �+wz } awSWEET7 0, SHEET7 '• p SHRA 114'MAX.THI MSS WOOD &PANDED POLYSTYRENE 1 A TO 1.25Its MFG JELD FOAM 31 STEEL DOOR PANEL.SKIN MATERIAL(25 GA GALVANIZED) STEN 39 `.<'..e.; A.525 COMMERCIAL QUALITY 0.098'MIN.THICK) GALVANIZED • 22 22 x5' f S a 32 VINYL DOOR BOTTOM SWEEP VINYL 21 ,- 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a °o J a 29 / SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP } o Cr .`•'T 86 x 9112' WOOD SCREW SEL L9 m : L4 43 SOLID MULL POST TED VENEER LUMBER) LVL 31 378`QUARTER ROUND MOULDING WOOD 37 SILICONE BEAD DOW 9199 SIJCO z 10 31 AFCO Ad96 THRRES 40LD 6063.T5 ALlCOMP. z 17 39 ASTRAGAL THROW BOLT,STEEL ROU,5798 DIA.x 18' STEEL LL 10 i7 40 IVES SURFACE BOLT#454 8.0'L X 314'W X 114°THK. STEEL 32 32 44 41 O[X MODEL 798 VENTED HALF LITE (NOa#10 92W Ot) POLY PROP. U 4 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 38 11 1 t 45 46 43 SEX BOLT 10.32 X 1-8716 LG X 6MO BARREL STEEL 44 WES SURFACE BOLT SPACERS STEEL NOTE 1 _ - „8,.. •• t IVES SURFACE BOLT STRIKE PLATE S p SHE 46 88 X 314'LG FLATHEAD EWS FOR STRIKE PLATE 5 • • • 50 NQ 1±1 • 47 111/4'BRAD NAIL 18 t lir STEELit< Gj ppop • E •• NOTE 1 s. s, U 2 OATP 8/12108 28 w 1' 1'MIN w 1. 28 5 HEET 8 •¢O�'�„ wALL AS NOTED •. 1'MLN MIN 7 ^ HERMES F.NO ERO MIN • ••• ••• ••• • • MINt•MIN -* * = FLORIDA P.B.NO.73778 WAD VERTICAL CROSS SECTION. •kL � • • • • • 398 E.DANA BEACH BLVD. uw er. S.FREY VE TI C OSS SEC VERTICAL CROSS SECTION, •» �3't, ttt„ A ACTM DOOR TYP. B • • •� SURFACE BOLTS TYP. + fl P. �i: BUTTE 338 wwwe*en.. SIDEi1PE Tom. • • • • • s T 2 � 5 WOOD FRAME INSTALLATION 5 W RA NSTAL` • • WOOD FRAME INSTALLATION ��'FS'••` �\ ems` DANIA BEACH.FL 33004 JW122008 �iP . ••• '® S10MAl EN t.� FBPE CERT.t>f ALmN.nro.29478 SCALE:3" 1'0' SCALE:3'=1'4r SCALE:3'-1'0' �7j7t�tttltitttitt r5 % 14 ••• • • • • ••• • • • • • ••• • • • �i NO.: i �QL?4SG 1.o t ,tP I i i•••i i o e i•••i G� � .,_ ••• • • • ••• • • GrLC11CU. 1•MIN.EDGE Y FRN.EDGE DISTANCE �--1 DISTANCE t DISTANCE WN EDGE I"-DISTANCE I°MIN. 1°MIN. ttt of 1"MIN, t0 1'MIN. 9 26 42 TE Z 9 26 42 OTE 2 g CC Eo •� y 29 42 a2 .0-U' 2 Ig 2 f 29 29 qQ�� 47 W N IS a 16 0 36 2 a 2 X d s *;. "'v1 3716 :�{p. OETA0..A DVAM.A SEE DETAIL A SEE DETAIL A /q SO SHEET 12 14 39 SHEET 12 1'MW.EO(bE 9'MIN.EDGE 30 31 D!$7APM.E DISTANCE IXED 9l,.5'�SIX BUCK OP �iATI CROSS SECTION 2t � FIXED UNIT 9X BUCK OPTION IN OPERATING UNIT ,X SUCK OPTION IN r, MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTAL. 21 SCALE:3"=1'-0' SCALE:3°=9(r o 1,D0"OA OQ N INSULATED O INSULATED P(r CIA. EDGE OF I j r TEMPERED GLASS 1 g �i! TEMPERED GLASS EDGE O PANEL ' LL w z u� to SEE DETAIL A SHEET 7 u� SEE DETAIL A SHEET 7 } a a 22 * ' 1 r 22 \ / T- � �� [NAIL A SURFACE DETAIL B SURFACE � gq�T TOP LOCATION t301 T BOTTOM LOCATION w SCALE:2'=1`0° SCALE:2'=1'0° H NOTES 31 1. FOR ANCHOR SPACING(RENS 45 44),SEE SHEETS 9,10,&1 i. L y at 10 17 17 2, IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,S19:DETAILS a tY SHEET 6. HORIZONTAL SECTIONS:MAILS SHEET 6. ^ � '° 37 32 3.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW ,a d 38 i 9 Mit ••• ••• i • • •• 37 CONFIGURATION. •• 38 11 4I• • • 4. OPTIONALLY,ANCHORS %88 IN NARROW SECTION OF HEAD OR AMS-- a 32 • ; • • AS LONG AS MINIMU A :WD, m Z •�'—s w . .P oars: 6/IM $'k O f. WALE,AS NOTED • .p•• •••, + NERVES F.NDRERO owc.a WBD • • $ �• • J • p T r FLOIDANIOA A B Imo. BLV 1° —Zbili� 9° 9 -•—•i gg jt 7 �E DANIA BEACH BLVD. DRA M•: . FREY w MIN MIN s• • • •MIN• • �N• • • %0� CUA:'��. SURE 338 paawrtx NO VERTICAL • • B • R ELITE �'C •' •• �s VANA BEACM,Fi 33884 JW122008 A • MASONRY AND CONCRETE INSTALLATION MASONRY AND C CR INSTALLATION �i� TONAL %`�t� FBPE CERT.OF AUTM.NO. SCALE:3"x9'-0` SCALE:3"-V-.0 tttttltlti0 M r6 OF 94 ••• • • • • ••• • • • • • • C Talion No.: t4 l Qo 4s L r_2 ,.of j 0 z. . . . . . . . . RewiewW By 1 V4• 114 MAX. M.9.EMB. SEE DETAIL A 12 1 4 SHEET 12 90 21 3129 99 i tie.„ rY.;.•� 1. r• _j0 Z' t:,b*;+r'j:_ ..r ':"'L,t+:.'+d• SEE NOTE CD Q NOTE, 4 ACTIVE 7 6 $ S.a -� NOTE 2 8 6 7 INACTIVE E EXTERIOR E NOTE 2 Z_ 0:M NOTE 4 4 38 4 � EXTERIOR� /-C-'\Ho C� SS SECTION ? W LL cv �?%�No�c a r CROSS 7�SCALE: T o @IL4 9 �SSEuIt4l� � A SCALE: 2 *1'-0" 7 MASONRY & CONCRETE INSTALL SCALE. 2'm1'-0" SEE DETAIL A �.1t4"MAX. W Y 0� . 114"MAX. SKEET 12 3 SHIM .� 114°MA»»»X.111��... 1 k1"MAX EE NOTE 4 gHIM 1 Ire 3 1 SHIM 1 1?2 SHIM�� 1 114• SEE DETAIL A MIN EMB. 9 SEE DETAIL A SEE DETAIL A MIN.Ebb. SHEET 92 P 4 MIN.EMB $HEEr 12 SHEEP 12 OSEE NOTE 1 Q t-•.. ;;��"•,:,«••''t k 9 $ 5 BEE NOTE 1 EXTERIOR � U 5 SEE $ EXTERIOR 1 6 $ n SEE NOTE TE i EXTERIOR 7 6 ? WOOD INSTALLATION w N w EXTERIORF G SCALE: 2"-1'-0" WOOD INST TION MASONRY & CONCRETE INSTALL SCAB E; 2=�1' 0• 10 21 g§1 w" WOOD INSTALLATION SCALE: 2"-1'-O" 2 3 1$ 1g 31 SCALE: 2'-1'-0' g§1 f 7 i14• z.. w 914"MAX. 114'MAX MIN.EMB, SHIM SEE DETAIL A SHIM � ,S.*4'1'r•'r`'�• �i r 4 SHEET 12 SI DETAIL 4 i T 11 4 {" 6 gSHEET 12 8 E NOTE 2 o a 1 ' 4 EXTERIORt is µ m _ $ SEE NOTE 7HORIZO SECTION t: %,j.4v,A, i�5°:.`r}• n b $ EXTERIOR \,V SCALE: 2'=1 -O 5 E�TXT IOR EXTERIOR g / n �Q�LQ$QSS SECTION NOTES: -w' E NOTE 2 SEE NOTE NOTE 4 SCALE: 2"=1'-O" 1.FOR ANCHOR SPACING(ITEMS 48 OR#9),SEE SHEETS 9,90,&1t. P.SPACING FOR 023 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). y I HORIZONTAL CROSS SECS HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: ui 65 7 MASONRY & CONCRETE INSTALL FROM BOTTOM:1J2•,2',3 112",2tr.24 3W. 0: SCALE. 2"=1'-0" \\��:: WOOD INSTALLATION FROM TOR ire,r,3 N2",20",24 314•,W. SCALE 2"a1'-0" 1 914• 8 E NOTE 4 tt4•MAK 4.1X MAY BE ULTURED AS AN OPTION.FOR VEJMCAL SECTIOWN SEE DETAILS 1 t.7 STET 6.HDUZONTAL SECTIONS:DETAILS! SHEET 8. MIN.EMB. 114'MAX. MIN.Eb9. SHIM BEE YETWL A • • • •• 5.TAPC 0H MASONRY ANCHOR SPACING SAME AS WOOD 10561 O SHIM SEE DETAIL A ,}� • 1 •SMET02 • • • • • ANCHOR SCREW CONFIGURATION. SHEET 12 • •• ral • • -•�SILICONE 1t2'MIN GLASS 6.Opno ALLY. vj (:ED IN NARROW 1 t 1 • • • SECTION OF O�Vs3 AS M[NBdUM EMBEDMENT 1S ACHIEVED. Oz 31 J • • •• lAr TEMERED GLASS m 10 ate 8112MO 314'AIRSPACE " r, •C? scat E AS NOTED r� .g a s ^",`•`1';r. (5 �� 7 _ HERMES F.NORERO 8 0 000 1341• • • • • ?# FLORIDA A P NO.73778 cw.er S.FREY tts 3s E.DANA BEACH BLVD. $ J EXTERIOR • • • • • • • SUM 338 8 7 •• • • • • • • • • � t ~Os O.t�,°', 1, P;.•2y✓°. DRnxlr,c wa: N H RIZLTINT OOR 5S 4MGN • • V8"TEMPERED GLASS r'>'. °..• Ca�o�a` DANIA BEACH,PL 33004 JW122W8 M MASONRY &CO�NCRET�EO INSTALL 7 W IN51 CATION • SCALE: =1 0 rrr7rSlOAti`1 �e� FIFE CERT.OF AUTN.tom.2BM T op 14 SCALE: 2'=i'-0" SCALE: 2"=I'-O' ••• • • • • ••• • • • • • ••• • • • GetficabonNO.: toI _ 7Z�1Via09$b1.011 .LCL• ReviNed By: L ••• ••• DateRevi .____ DIE 4 SEE DETAIL A "'4'MAX• I lw SHEET 12 MIN.EMS. ci Qhi CD> 0 COGj'Y IWO z SEE"NOTEEXTERIOR kCV SEE NOTE 2 ERIOF. SEE NOTE 110ON SEE NOTE 2 EXTERIOR NOTE 2 CL LL EXTERIOR 0 aj Z uJ W SECTION ZQbIlAL CROSS SECTION k,V STALEEFIR-71$i-OPS WTC CMASONRY & CONCRETE INSTALL /-'\HOMZM& 911pSECTION SCALE: 2*=I'-0* SEE DETAIL A 117 rr SEE DETAIL A \,§,/SCALF- 2-=l -0 U-J Mcr? 6 SHEET 12 �c(L SHEET 12 11.1 MB. MIN,EMS, w MN I 1421 MN a EMBEDMIENT TE 4 T SEE DETAIL A 0 tu SHEET 12 t 1t4' q 0:1 EXTERIOR EXTERIKOMAR EXTERIOR SHIM W MAX. TE 2 EXTERIOR 9� SHIM SEE 29 9 LJJ V xw, re ft�HORIZOMML CROSS SECTION HORIZONTAL COM MOON HORIZQbUL CROSS SECTION i2 s M 8 INSTALLATION ATION MASONRY & CONCRETE INSTALL 8/SCALE: 2-=t -0- )SS S$HIECTION 4 w > SCALE: 2"=1'-O" SCALE: 2*=1'-O' 8 FIXED UNIT JX BUCK OPTION IN 114"MAX I lir FEE DETAIL A MASONRY & CONCRETE INSTALL SEE DETAIL A MIN.EMB� SHEET 12 (LM-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) a 114"MAX MR. Mi g 1 swir SEE DETAIL A SHEET 12 1 0 3 rt SHEET 12 10 19 31 S 3 TEMPERED rMY4) MIN.EMB. 21 21 MIN. El 1W 4 AIRSPACE I to 3 '.i. EXTERIOR Iw EXTERIOR -SEE DETAIL A E NOTE 4 4 SHIM MODEL 799 VENTED HALF LITE 12 SHEETyt /lj�HORIZON-TAL GROSS SECTION rH'\ HORIZONTAL CROSS SECTION \,V WOOD INSTALLATION v kJ8 0 - uj WOOD INSTALLATION \JV MASONRY CRETE INSTALL SCALE:T-1*-Ir 9 EXTERIOR SCALE: 2'=I'-O" SCALE: 2"=1'-0` I Matta' SEE DETAIL A NOTES: SHIM MINL SHEET 12 # go 000 J,FOP*ANgHOR*46WANG(ITEMS#5OR"),SEE SHEETS 9.10.&11. RIZONTAL CROSS SECTION 3 Ifir- go: :2.:P4"F(:q*W FROM TOP OF SIDELITE DOWN 4SEE SHEET 10), 8 OPERATING UNIT 1X BUCK OPTION IN 0 • :jRS*A@kL!TXW PATTERN SPACING FOR#13: CONCRETE INSTALL of 000 00 ------ RZA (LEFT-HAT .RIGHT-HAND ANCHOR SIMILAR) j<6 T S AhN FROM T r,3112',2T,243/4",3r. DAM 8112= 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS 5 AS NOTED 17 NORIERO 0• ET 6. HORIZONTAL SECTIONS:DETAILS SHEET& HERMES F. mo WBD AIRSPACE 0:0 0:* (D/ FLORIDA P.E.NO.73778 j."MAbaYjkNCHOR SPACING SAME AS WOOD S.FREY 19*MAX 3 iAj Z 396 1-DANIIA 13EACH BLVD. '4_; DRAVAWOOZ SIAM EXTER AIQ;�100 JC 074FMRATION. SUITIE 330 MODEL 799 VENTED HALF LrW* so 0 g.tPTIC R CAN BE PLACED IN NARROW • DANIA REACH,FL 33004 JW122WO Rio NTAL �R E CTjjW,Altr _ 1 01 FSft CERT.OF AUTH.NO.29M ..... ...... HORIZONTAL SECT) HE OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. Al- y AN V MASONRY D Mr.PATALLATIl _OF SCALE:2*-1'4r L16.Wjiii ic kAlly'll Ill$ Gee.ftcafion No.: Ot- • Reviewed By. Date Reviewed"` il.- SEE DETAIL£ CL BHT.9 SEE DETAIL A v SEE DETAIL A BHT 9^-•--.�„ SH1.9 C3 t SEE DETAIL Ati �StiT.90 a 1—' ! r --� ' SEE DETAIL D �, J O 8'TYF' SHT.90 SEE DETAIL A STYP EE DETAIL A {A TYP 3°TYP r BHT.90 S'T f"VTyp SHT.90 0 �J� i r 1 t tilElf! I I! !1 I - 7�� f111" r\ ZCLLLcj O i LU co Z" S ( 7 J Q c�p _ to I 11 -22} n SEE NOTE 2 z W f+ S t L 32' W �Y 0.JAM 2' ao (WOOD INSTALL) 5 t =4\,� I (WOOD INSTALL ' �r I (MASONF INSTALL} 9 _ 5 SEE DETAIL B $ (MASONRY INSTALL g 72+ TYP BHT.90 ( TY ` 8 =D INSTALL) i 1 !hitt! t III elf 1, \ i 1{tliil c J SEE DETAIL F (MAB MRY INSTAL.) BHT.9 P ANCHORING LOCATIONSw UJ r� OUTSWING SINGLE UNIT SEE DETAIL B SEE DETAIL B 2 (X)SCALE. 3/8- =1'-C- SSEE HT$ETAIL C� BHT. 90 SEE DETAIL C ' BHT.10 z AN ROBINGL Tt NS BHT.9 ANCHORING L T DOUBLE pQ O (XXMQUTSunNc UNIT 'o r SCALE: 3/8- =i'-0' SCALE: 3/8' =t"-O" :5$ NOTM- CmtLrATED FASTENERS TO BE APPLIED ON BOTH IKTI fVOR NOTE NO r AND EXI'EF80R SURFACES AT Wg=SHOW +/-1". FOR � a ( TOTAL OF NK FASTENERS PER SIDE. 9 \ 7 ( 2. coRRuGA7m FA%ENERS ARE UTILIZED ON DOUBLE BACK ups -T2 / ONLY. OMIT ON SOJD MAL POST COPD t�ATK . NOTE a 3. SEE SHEET 10 FOR LATgi AND H LOCATIDriS. MI 4. SEE S�IEeT 10 FOR WE.ITE FAS04ER LOCATIONS. �Ti3li DETAIL b S. SEE SHEET 10 FOR SMITE BRAD NAIL LOCATIONS FOR � LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBDLT O<IARTER ROUND ATTACHA Nf. x QUhL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES &ASiR4rAL T Row BOLT HOLES AT HEAD AND SIU.ARE DRUM UPPER SURFACE BOLT STRIKE HINGE DETAIL STALE: 1/2" =1'-0" SCALE: 1/2" =1'-O" AT FAmcam%4w ASTRAGAL IS AFRJED AND THROW BOLT PLATE & UPPER ASTRAGAL SCALE: 1/2' =i'-0" LOCATIONS ARE STOKE PLATES ARE ATTAC)ED IN THE FIMBOLr SCAT STRIKE •• *00 • • • • •• 7.TOP N� A E BOTS APPUED AT FABR)CATtON. p SCALE: TIKE =t'-0" • • • • • N41*01 • • • 5Uf ACE BOLT ARE ALSO DRIUM AT FAMCATION WHE7N ��• •• • • • •• • BOLT UXATIOW NED. SRKE PLATES ARE ATTACHED • ' ••i '•i • • • •' IN THE Fl DATE' 811208 1 ? O amy-AS NOTED i HERPES F.NORERO • •.• •:• • • •'• b . T ?tY FLORIDA P.E.NO.7377 ouro.sr WBD • OTE 7 • • i • • A . 398 E.DANIA BEACH BIYD. c S.PREY •• • • • • O 4 SUITE 338 •• ••DGTAtti a AT,&LI_: f'e�i.P�'•. �2,�: ortawAW12 5C E i/a" =p 0' • SCALE: 1/2' =1'-O' ,/'iss�+�tte'E ��``� FSPECERTDANIA BOFA TH.NO.29578 -FL 33004 �9220�$ ••• • • • • ••• • • i i i i•i i i i Cethfutim No.: fel t LOC}B to I . 7 Z/Al 1QQQS(.1.0 T :.'.: Reviewed By. ••• ••• pato Reviewer—� SEE DETAIL E SEE DETAIL A Stir 9 _ SHT.9 "� SEE DETAIL C SEE DETAIL 0 Sf1EfDETAIL C IX .10 J a 5•TYP SHT.10 SHT.10 5'TYP Ir TYP SEE Q m 9•TYP 9•TYP RoF 6"TYP SEE DETAIL I SHT.1IL 0 s $ � e°R U I 6"TYP J3' •TYP / SEE DETAIL A l( 3•TYP d SHT,10 u� SFS O J 3"TYP TYP / SHT.10 _ DETAIL D IQ iy N tl 1 1 1 t 1 1! 12' 1tt t w SHEET 9 W Y = 1 ! 11 11 1 !11 tit I II 12{, I 1 = f f 2' I ?rte~tt) III 2' w t SEE NOTE 2 DETAIL B � m Y d O ww MULL POST � SHEET 9 MULL POSTE SEE NOTE 2 32' u 2• $ R f ggq�OPTION a - -dr f L J BS �2° , f ,OBL JAMBS f Qo e t{WOOD t ALL) 5 _ I I AL OPTION �r (MASONRY I TALL f (WOOd INSTALL 5 .--62' 1 TYP 72° w f MASONRY INSTALL 9 f f _ TYP � 7r� 1 1 111 1111, i 111 tl 1 1 � ad 7 O �I i III III 1 111 tlf Ili i! t ® � ~q LATCH AND HEE INGE MULLION$ w c'it j TYPALLSEE FRAMES �SHT.10 OETAIL B SEE DETAIL F SDETAIL B �/r a1'Ar u� z SHT.9 SHT.10 Z SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHR.9 Ot TMMNG UNIT W7 2 SIDELITE(OXXOS ANCHORING LOCATIONS SINGLE 1 t SCALE:3W 318°m9'(' QUTSWING UNIT W!2 SIDAITE(OXO) y SCALE:318°-1'4ff � F 1 3 4 n i } f m 1 3 4 �m TYP OR HEAD TO SIDE JAMBS TYP FAIL A OR SILL TO SIDE,IAMBS 23 40 SCALE:I-11r s1'4r SCALE:i-112"=1'40° fL 27 2 2 NOTES: /. CORAND SU FASTENERSUGATED _ACES AT SPACING SHOWN.+1H'FON OR OR l 2 24 TOTAL OF NIS FASTENERS PER SIDE. a T 2, CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. 3, SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. r ••• !• • • ••• A.SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS' 5,SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER 0 •• •i • •• ROUND 8 ACt1A9ENT. • • 8 ALL ` ee •• • • • m Z• •• 35 23 s° lop G ante 8/t21� r f r sca€:AS NOTED NZ q�z HERIIES F.tiORER0* FLORIDAPX1,10.73774'er• WBD cw,¢v: S.FREY STAPLE LOCATIONS BRAD L TIONS •i i • • • i i DETAIL 0 �3W 3s8 E DAA�BLVD•TYP FOR HEAD TO DBL JAMB r . �' 2W TYPI F I S TYP 1 • • • • • • ••• SCALE:1-112"-1'-0• mei FS 'r) • \1c`�� DANIA BEACH,PL.33104 JW122M SCALE: 3/8- = 1 -0 SCALE: 3/8- = 1 -0 p FOR HIAD TdMULL PCV SCALE 1-if2°=1'0• eee>>S(O 7(,t `�� FBPE CERT.OF AUTH.Pte.29676 T10 a 14 modboardilmll to ••• • • • • ••• • • t . : :•: : . ftatia►No.:" .. .. . • SEE DETAIL A F==; ' SHEET 9 SEE DETAIL A SEE DETAIL A p, 5"TYP SHT.10 SHEETS 91 TYP -^I " is TYP SEE DETAIL D� 9'TYP -' 9"TYP � 3" TYP SHT.10 r � S"TYP �{ 6'TYP SEE DETAIL A CO . 3"TYP {) 3"TYP SHT.10 cc N ttt # It t tlllllt # #1i 1# #t#�s#t j Z a LL N - LEEW Yz DETAIL C ( I - w Lt �SEEDETAJLC SHT.10 w Mu - SHF.10 d ti 3EE t TE 2 g w t A M Y C� r MUt POST � DBL JAMBS LL O INSTALL) OPTIONAL 2. MULL POST i (MASONRY INSTALL)9n IYp n (WOOD INSTALL 5 t t l t t 1 !l u l l# ill t7 1 f (MASONRY INSTAL 9 p #li#L 1 1 tl Z ®� SEE DETAIL B SEE DETAIL B o F SHT.10 w U y SEEENTAILC— zw; 20 SHT.9 ANCHORING OCA NS DOUBLE SEE DETAIL C—r j OUTS (1 SIDEL TE= IOXXO} SCALE: 3/8' -1'-0- SHT. � ORtPiG LOCAII S DOUBLE a° TE SEE DETAIL E SEE DETAIL E SCALE: 3/8- —1'-0- SHT,9 1'-0 SHT.9 SHT.9 ~ 5'TYP a SEE DETAIL D 5"TYP ' SHT.10 9'TTP. m to G TTP. ID SEE DETAIL A ///��3EE DETAIL A it SHT.16 3"TTP. r J SHT.10 3"TTP. r 1 1 11 ( It ` I #t 1 l_ NOTES: u+u+ SEE DETAIL C 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR g tSEE DETAIL C 2" I AND EXTERIOR SURFACES AT SPACING SHOWN.+I-1'.FOR SHT.10 t9 TOTAL OF NINE FASTENERS PER SIDE. a SEEN E 222t i _ SHT'10( _ 2. CORRUGATED FASTENERS ARE UTILIZED CNd RUBLE BACK w DBLJAMBS 32` s MUL I POSY JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. n v u F OPT - 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. tr 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 2' ° 5.SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER MULL POST •• ••• • • • • • )ODIN 9 5 ROUND MOUNDING ATTACHMENT. w • • • • • • • • ( RY INST�L 8. ALL VIEWS FROM EXTERIOR. p n� _ INSTALL 5 •• •i ••i i i i•� •• TYP °`�°t1##tltffff�,° O (MA RY INSTi L 9 • • • • • • • • o �S F. O ° m 2 .NP •• ••• •• • • • •• ,v e Dare: 9192108 i s ! $CALu.AS NOTED SEE DETAIL B ` • 7 HERM6S F.NORERO mum,By. WBD Y.• ��Sg DEWW ••• ••• • SHT.10 =* r * = FLORIDA P.E.NO 731 6t#A 10 • • • • • • = a , �T` Z 308 1-DANIA BEACH BLVD. -- S.PREY SEE DETAIL F • • • • • S AIL F• • P;'ui: SUITE 338 DRANO SHT.9 • •• •• • •SHT.9 • HORING LOCATI NS SINGLE > •.»• ° 331104 ANCHORING 4OCAT�NS SINGLE •• • • • ••• '�31 ��G°� POPEAERT6�UTH. 378 '�t22009 (�)TSWING lvrr w 2 SIDELITE XO} SCALE: 3j8 -1'-0 s1°s�f dNAt�t11°s° —L11 x 14 ... . . . . ... . . Add do to MMI .• .. . .• ed t3y: q./ DateRWeve(f _ e 2 112` �--a 518'--� � $• 9 + p O O O G �--^^ V2•-o a m o -p-1t8•{MIN} 4 si18•� b 318` � mo Styi q HING OPTIONAL OUTSWING THRESHOLDOUTSWINGOUTSWING THRESHOLD N i.- � 1 FINGERJOINTED PINE 6 4xax12 GA.STEEL _ $Fp42330 OUT981MUNG AD TOR SASE E SUBSTRATE 41 6-1 1 112' 2 SCALE:3"=1'4r SCALE:3`=1'0' 38 6083 T5 ALUMW UMtCOMPOSiTE PLASTIC 0 et 3 SCALE:G=1'0' SCALE:43•=1'0 T VE EER LUMBER(LVL) L Y=ca SCALE:6'=1'41" 45 Q r -'3* A B 1qJ8°-�9�1 318' 1 11116°a �j 1318' T T=- _! �-___'1� tie" �^- -�1 3118' 7• a �-T yUli.tU� 7 " �F•�` L a t 1111 3J8°-#f-118" STILES ANO RAILS 1 1�1t16� A S 1 18 T� 'RAIn 17 25 Gq STEEL ;B ATCH SIDE ST1LE COMPRESSION SECTION AA SECTION B H LAMINATED VENEER SCALE:3'-1'4r LAMINATE VENEER LUMBER(LVL) 10 t jRSTTitP SCALE.3°=1'-0' p LOXSEAL1350 ASTRAGAL GLOBAL LUMBER(LVL) VINYL 13 SCALE 3"=1'•0' ,TRAGAL ALUMINUM SCALE:8•=1'O' 95 UQM AL =1 A' p N °v NOTE: J -T c73 9314" 9.2`CUT 1_~3118"---1 -I 1314't- � 7w- LENGTHLENGTH ® 10` in > 1 c f��+E� g 1 _ -i 1314'!- l L � �6SWEEPTtC MATERIAL:CgN ROLLED STEEL C�5 (1•{. 32 ERP 21NC 8.YELLOW CHROMATE r (�Q�K SLUCK_ VINYL LA LE: \`.J F3NGERJOIN'i'ED PINE SCALE:3'=1'A' SCALE:3"=1•-0' SCALE:3"-1'4r � SCALE:3'=1,4r 21 POLYPROPYLENE MA:90 72 ,01) SCALE*3'=1'-0' ' { } 2 718"--_"� __ �L :3 Z O ^-1 Bt32° 0 O ro E-^----4 Sr8' --T L O - 03-mgLa «ra s IA'MIN. 4$STEEL /;� �IR�ACE SOLT SPACER_ a 1113 •ig +�i�e • • • •e jS�LE:3'=1,-0^ r DOUBLE SACKJAMS STEEL F • • •• • • • • • 12 SCALE:3`=1'0 e• e: • • : : :e: •• LAMINATED VAEtURTER(LVL) •• •e• •• • • • •• SCAT E:6®> g F. O °°i° z 3116"CSINK. NOTE 4� }:O DATE: 8!12108 1-USE#10 WOOD INSTALLATION SCREW Wt 1.50`MIN.EMBEDMENT w— AS NOTED WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8 JAMBS. 2-USE#8 x 1tY PFA �R+Wf W INSTALLfNG tN?i)MULLIONS. �* , �:* � HERMAES F.t�RO mo.ev: WBD 3 tISE 3116' W� NC S W17 •MIN' E SEED.e e ti . ?tY FLORIDA P.E i�,?3778 WHEN INSTAO NVG IWO CONCRETE.,=FIV S�%S7Rgefj'E:T SIDELITE SILLS. :; q w 3� FREY DANA SEAL 1 BLVD. �+*a $• SCALE' 1/4' =V-0" • • ••• • ®�°O/ �S ION,E j i'�a` p CEttT.OF AUTH l�29679 JANA BEACH,FL 33004 W TE 330 0 00 1224 : : : :•: : : : C1No.; Nlr7Q(�$(st. (1( OgGtil,ot1 py ••• ••• • Date Rwk We - — __ t 1/e TEMPERS /2"AIRGAP o t/s•TEMPERED SEE DETAIL A 23 �ce 718" B— 99 76 78 13 i � 24 /� 1 ZOQCY 6 \ rc w u.w ' �� 62 �� T 5 SEE DETAIL 8 18 3 W d A A 8 4 4 DETAL A 10 1 3/4"MAX AT AT SAIL PHEADANEL THK. 27 VERTISECttONCROSS o VENTED t/f AJRGAP t/E"TEMPER o q 5 1/a TEMPERED WVw a 4 10z � 9 2 11 HE } 3 � 8 15 OUTSIDE FRAME VIEW S -a=E VENTED HALF INSIDE FRAME VIEW i 0 LITE 9B 4 16 ! a 4 VENTED HALF t1 LITE 12 i3 1/8"TEMPER 96 1/8"TEMPER !9 14 20 1/2"AIRGAP R y DETAIL..@GLAZING DETAIL 19 o z a ` 98 I VIAT MEETING RAIL EW EW 17 22 24 lw 8 • • • • • • • NO�S �o • ••i •• ••• ••• ••• `°`®e>>�l1�r O�,ET 24 FOR 1TEM DESCRIPTIONS m C5 •• S112fflg • ••• ••• s•• • • * 8ASNOTED yr� HElatE3 F.NORERO owa BY ttd80 • • • • • • • s • p , FLORIDA P.E.NO.rJM • • • • • s • • " �S � to 388 E OANIA BEACH BLVD. s+ S.FREY •• • • • • • • • • O • •• •• • • • • • '.. �' SUITE 338 sumax. '`•••••••. DANA BEACH,FL 33004 .14N922006 •s • • • t•• • "I" IS jONAi E�s°° PE CERT.OF AUTH.NO.29M a+ser93 aF 1d tItlittt ••• A • • • ••• i • t . . • . Wo: lal t. _ "Z `(.1lL1tt7.L� i.Gt1,GZ O h >cc MATERIAL UST (VENTED HALF LITE ONLY) ITEM PART NO. DESCRIPTION QYT MATERIAL z 0Q 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 W U. 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER `j n 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828--000 #8 x 2" PAN HEAD SCREW 14 ZINC*PLATED STEEL 7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL c 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL Lq 11 16799-OW LOWER INNER SASH 1 SPARTECH POLYCOM PP53330. REF NOA 10-1209.01 a 12 16806-000 RIGHT LATCH I NYLON 6 v 13 16807-000 LEFT LATCH 1 NYLON 6 , m 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL �wZ 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 �H $ J 161 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 3 ' 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 18 DOW 1199 AR SILICONE SEALANT 19 16830-OQO WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 m 21 14234-000 SCREW HOLE PLUGS 1 14 ISPARTECH POLYCOM PP53330, REF NOA 10-1209.01 221 16841-040 1/16" SINGLE SIDED FOAM TAPE $.3' POLYOLEFHd FOAM, ACRYLIC ADHESIVE C w 23 16968-000 SCREEN CLOTH 21 x 24" 1 FIBERGLASS 241 10046-000 SPLINE 6.1' PVC x = uj a*=i� ld ••• ••i •si ••• i•i ••• FrrlQ�°°°° vto Z � R31 pQ QITE: 8112103 wn 7 w AS NOTED • e e• •f• ••e • • * :* : HERMES F.NORERO mvc w- W BD FLORIDA P.E.NO.73778 • e • • •• • • F 4 398 E.DANIA BEACH BLVD. oe ev: S.FREY •• • • • • • • e • O ••• e•• ••• ••• • • r"r1i°j, SUITE 303 ��z <.. DANA BEACH,FL 33004 JW122 �••• • A%- ' �� FBPE CERT.OF AUTH.NO.2937814 94 ••e • • • • •e• e • f •• of • • • •• Page 1 of 3 not viflkl without d three pages U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No.1660-0008 Nauoml Flood Innumce PmgrmD IMPORTANT:Follow the Instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE A1. Bu nf Owner's Name Policy Number: C AR ES J. RACK A2. B�utiillding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or B0.Route and Box No. Company MAIC Number: 439 NE 92TH STREET MIAMI SHORES FLORIDA ZIP 311388 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 17 AND THE MlEST 1/2 LOT 1&Lw BLOCK 80 MLS^SNORES SECTION 2 ACCORDING TO THE PLAT THEREOF AB RECORDED IN PLeT BOOK 10 AT PAGE 37 OF THE PLS REGOR08 OF ML.�'!DAA£G^'u*V FLORaI A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25.8548279 N Long.80.1859806 W Horizontal Datum: ❑NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number A AS. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2090 sq ft a) Square footage of attached garage 428 sq ft b) Number of permanent flood openings In the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 18 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 2304 sq In c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings? ❑Yes ®No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFlP Community Name&Community Number B2.County Name B3.State VILLAGETHE B4. Map/Panel Number 85.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zone(s) B9.Base Flood Elevation(s)(Zone 120860-0302 L 9111/29 Revised Date X SHADED A0,use base flood depth) B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source: B11.Indicate elevation datum used for BFE in Item 89: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes [0 No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1430,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. 0000 Benchmark Utilized:DIET GPS NETWORK Vertical Datum:NAVE)88 • • •• •••••• Indicate elevation datum used for the elevations In items a)through h)below. [ji NGVD 1929 ❑NAVD 1988 ❑ftar%S$urce: • Datum used for building elevations must be the same as that used for the BFE. • • • •• Check the measdrgift f rfttsed. •• •• •••••• a) Top of bottom floor(including basement,crawlspace,or enclosure floor) A .86 ®feet L•]r%Mft • • • 0000•• • b) Top of the next higher floor to 119feet QrWip •• • • • c) Bottom of the lowest horizontal structural member(V Zones only) NIA ®feet [7rRllArs ' •• ••••• d) Attached garage(top of slab) a .04 ®feet [�&ettts • • ••0••• 0000•• • e) Lowest elevation of machinery or equipment servicing the building 9 .0E).-_ ®feet meters • 0 0"" (Describe type of equipment and location in Comments) :09:*: • •• f) Lowest adjacent(finished)grade next to building(LAG) _8_.63 ®feet [_J motels LOS* ••99:6 g) Highest adjacent(finished)grade next to building(HAG) A .7111 ®feet �`]m.&. ' • • 0000•• h) Lowest adjacent grade at lowest elevation of deck or stairs,including N. ®feet metefs 000:0 ' • structural support •• • SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I cert fy that the Information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S.Code,Section 1001. Get t F 1C.4 ®Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑Check here if attachments. licensed land surveyor? ❑Yes [[No No.6473 Certitier's Name License Number r I RON WALLING W Title Company Name +u°r PROFESSIONAL SURVEYOR AND MAPPER EXACTA LAND SURVEYORS INC. Q„ STATEOF 44 Address City State ZIP Code �'rd'j 0 'PG O R t 11940 FAIRWAY LAKES DRIVE SUITE 1 FT.MYERS FL Signature a Date Telephone �q4 SUAVE'tO� w.r 4/23/2014 4/23!2014 FEMA Form 086.0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. (REVA 4/23/2014) Page 2 Pf.3 not valid without all three pages • FL1404.2530EC ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the cormsponding hdormation Nom Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 439 NE 92TH STREET Glty State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) L'opy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments NOTE:C2.E=AC UNIT PAD.NOTE:THIS ELEVATION CERTIFICATE IS ONLY VALID FOR THE PERSON OR PERSONS NAMED ON THIS CERTIFICATE-THIS rFRTIFIrATF IS FOR FI MD INC I ANGF PURPOS S ONI Y THE INFORMATION ON THIS C RTIFICATF SHOtII n NOT R USED FOR CONSTRUCTION OR PLANNIN13.1.54'. Signature Q ®>W,�o. Date 4/23/2014 CENTERLINE ROAD ELEVATION:8.58 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,Band C. For Items E1-E4,use natural grade,If available.Check the measurement used.In Puerto Rico only,enter meters. •E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is N/A ®feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)Is _/A. ®feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is NLA ®feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is N/A ®feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is N/A. ®feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community4ssued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representatives Name Address City State ZIP Code Signature Date Telephone Comments - • • •••• •••••• • -*94heck hers,it atiachmenty.••;o SECTION Q-COMMUNITY INFORMATION(OPTIONAL) •••••: The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can captpieie Sectio4%A,B,4(or E), ••• G of this Elevation Certificate.Complete the applicable Item(s)and sign below.Check the measurement used in Items G8-G]0,ln•PPperto Rico only,enter mete�o••• G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a Iicen"OhyVAyor,ent(h8gr7dr architggt•••• • who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data Inthe Comments area elow.) • G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-i sued BIIIE)or Zone AO ••• • G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. :boo:* G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compii9"ce/8ccupancy,5% d • •: G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS Page 3 of 3 not valid without all three pages See Instructions for Item A6. FL1404.2530EC IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P0. Route and Box No. Policy Number: 439 NE 92TH STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. or F. L_ r FRONT PROPERTY PICTURE 4/19/2014 REAR PROPERTY PICTURE 4/19/2014 . . .... ••• •• . . ...... .. .. ... .. ... .. I r RIGHT PROPERTY PICTURE 4/23/2014 LEFT PROPERTY PICTURE 4/19/2014 FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. PREPARED BY:L: t • ecvams "� �`;r.; ;•i Y -i�r uee5+as< � `• � - Land Surveyors, Inc. �� www.exactaland.com „,. Toll Free 866-735-1916 • F 866-744-2582 iA 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) R14N2530 N 89°4�'S�.E p75.14' (M) BOUNDARYSURVEY M/WI-DADECOUNTYIt 1 - NO A os' 0 .2' OFF t d ; W. 1/2 SLOT 1NOYM* 16 .6 t FENM AND WALL OWNERSHIPNUr DELI] IED 21.4' , BLK 50 v N v M 6.7' � E. 1/2 04 c ..N LOT 18 3 n 13.4• F WW BLK 50 h.\ LOT 16 :•�- ••1 (NOT INCLUDED) LLJ BLK 50LOT 7ob BLK 50 ' t � , b 41 Z 1 STY. :•:;;..�t 10.1' •.••.• 0.8° OFF RES #439 -• , • N •••• •••••• •• i 0.4' OAM • •• i. 25.6' 1 i. "� s • • 9.9' 14.7'">•• � :':' -'i;;;: " 14.8" •••: • •• •• •••••• ~ ••• •• • i••••i W S 8749'34" W 200.13' (M) �i ••+• • • • ••••• l ••�• • �••••• •••••• S 90°00'00" W 200.00 (P) I r. :x .' N . %,•• 1/p„ F,p !i� i�;:' 'l. P :2 t �i i .1 •i Lj:C4,4 N�IOo ,D NO ,D • • O &0. B.R. (ASSUMED) •••• i • eVe 0••.•� �f l hereby certify 'SES f Su — >> hereon described p opertooAftas b m my direction, an t th bes sof y knowledge and belief, it is a representation 30 0 15 30 of a survey that eets mi m technical standards set fo yalori Board Of Professional Lond ' rs escribed in GRAPHIC SCALE (In Feet) N I Chapter 5J-17 of the Administrative Code. 1 inch = 30' ft. RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 Use ofThis Surveyfor Purposes other than Intended,Without Written verification,will beat the User's Sole Risk and Without Uabtltty to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified _- 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 w`' ' ^" ` 09/11/09. P Michael J. Quarequio, P.A. CLIENT NUMBER:RA CK439 DATE:4/23/2014 attorney at law _ BUYER:CHARLES J.RACK p.954.524.3324•f.954.779.1767• mjgesq@gmall.com t SELLER:THOMAS&USA MCCARTHY CERTIFIED TO:CHARLES J.RACK;MICHAEL J.QUAREQUIO,P A OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY;SUNTRUSTE`) (ACTA MORTGAGE,INC.;ITS SUCCESSORS AND/OR ASSIGNS ;. Land Surveyors W . Surveyors, Inc.• PAW735-1916•FM&744-2882 This is page 1 of 2 and is not valid without all pages. LB#7337 11940F*AvayLakes D tie,Sulcal°Ft Myers,FL 33913 REPORT OF SURVEY FL1404.2530 This is page 2 of 2 and is not valid without all pages. Yt LEGAL DESCRIPTION: =x 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 t` 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. S. 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 perforated at www.fema.gov. 9. All Comers marked as set are at a minimum a th diameter,18'iron rebar with a cap stamped LB07337. 10.If you are reading this survey In an electronic format,the information Contained on this document is only valid 0this document Is electronically signed as specified 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 Ucensed 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 of the 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 POrs which are not shown,not called-out as POPS,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 infomtation 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.Hoose measurements should not be used for new Construction or planning.Measurements should be verified prior to such activity. LEGEND: •••• 5U KVEYOKt5 LEGEND JVC•• ONDITIONIM ID. IO �1 ENfIF=TSCC. SECTION• �lNETYPE9+t '� BBA ANG RB'Ht1!dCY UI- 11.00M W. BOWTANK • • • B.C. BLOO 0010 x INsr. IMTR MI N' SEW. •••••• •• •• B.P.P. BACX11MPRGVECTOR INT. =51ISCCTIOd SKID Ser GLUE DISC _ BM BLOCK L IEiGM SM SEr IRON RCO 4 CAP t • • • CIWIENm000•• a=. BUILDING LBO Uca"i-BUORIM SM SCT NAIL4 DEC 000410 ••• • arm BM BENCHMARK LBO UCYIBE#-SI1RyEYOR Barr. SCIAM M" • • S.R.L.BRBVIIDING RMT10CRO1 NCE BOBO+0 MPABURB) Sty, STORY - • ••! -F•1�-- BSMr. BASMAW M.B. MAPBOOK S.T.L. SURVCYTie W ••••• •• R -_ • • EDGE WAIHt aW 130011 C WINDOW Mza Mmym END SECTION SV SE N It VALVE R7 CALCU AM M.P. METAL IS= 91W SIDOMA K ••••• •••••• C CIANE NR MON RADIO. S.W. WAWKL *:941041 •OVERHEAD LIN CAN CABLE TV.IQ= N.T.B. NOTTOSCAIL' IBM TEMPORARYBENOWARC - •• C.B. CONCOM BI= O.C.S. ON ODNC I=SLAB TE. Tarpt[DW PA IUnC9 • N Cl Cra EY O.G. ON GROUND T.0a TOP OP BANK 9URVEYTi '• - C.L.F. CHMd LINK PONCE OF OUTSIDE Or SUM=PARCH. • C.O. CUBAN Our OH. OV@C1ANG I7P. IR TCR •••• • TOWNSHIP • •W9lLOR PAIW WALL • COS. CONCRETE OHL OVERHEAD UN15 NP. TYPICAL • • 66990 W00D 4 COR. ODRRR ON MW M'SUUICT PAR= U.R. UranY lom • 09040: VINYL ■ • CSW CONCF=SONWA O.R.H. ORNYIL ReODRD BOOK VAC WmIM CORNER • •••• tea"' C.V.G. CONCRETE VALLEY Gurmt O.R.V. OFFICIAL N'f.CORD VOLLAC MNP WATERPILTfR _ • • • OL CENIHtIINE OMl OVEINU. W.P. ROOOEN tRNCE • •SURFACE TYPES+ammeonnomwam or COVERED FORM OB Omw wM WATERMB'MIWALVCINAt ASPHALT VE � ® � D CONOMM 9LA8 (in PLAT P.B. PIAT BOOK WV *AIVan PeNce COy�� D.F. DIWM PIBD P.C. PONT Of CURVATiblE V.P. VIMa1.POxY CONCRETE' A/tfA '='- ow oalivo Y P.C.C. POINT'OF COMPOUND CRVATU RI! 1MrA71R ® MOOD® EIEV. ELLYATIOI P.C.P. PCRAAAANEif COMROL t'ONf AE. ACCESS CABBMZNT ENC. ®CLOSL U! PIE POOLOMUIPM N17 AN.E. ANCHOKBN)DA r 9YMBOl9t tu=etmm•coww �' EIEGTRCe PI. PONT OP rCi8i9ECrION CC.M.E. MAINTENANCE E9MT. ® [N9UYf MARK T_OF. 9M OF PAVDABN' PLS PROPP98IONN.LAND SURVEYOR Ci DRAPM CA9OAECi' CeNrialim e.O.W- am or WA= PLT PLANTBk D.U.E DRAB4MGl AW UTIUTYe5MT. A CENTRAI.AN -=MTA BIB t9W=uriMeolf P.O.B. PONT OF BCWNNNG E9M/f. eA9DA0CT �I OOMMON OMIrRR911NP (PI PIED P.O.C. PONE OF OOMdA9NiT I.GEEMoRt3eANKM OW. ♦ Comm POINT FISM PND.CONCF=MON1M1W PF. P9NC1lD PIPE FULL IRtlGANION 01-19000Ir ■ CONCI EMONWW I= POUIDDRLLHOP.' P.R.C. PRINT OP ECURVATIAte LAE. UMr=ACC79.9 MMT. - CATCH BASIN F.F. RNEN1m FLOOR P.RM. PERAIAtDA1T REPB�ICE MOMMAB�If LAA IMm9CAPE C9Mi. ELEVATION PIP POUND IRON PIR PSM PRO N&SUMMYOR LE IANDSCAPG VBMr. MC CAM Cr W HYDRW Pat. raw IRON ROD P.T. POINT TAN 04 Y ANDMAPPIR LM.L INS OR tNCE EASB • PND OR9Ef MCN UM!NT PIRG FOUND"RCO 4 CAP R RADIUS w RADIAL MAINTENANCE BA9O�Cr BMIr �- GII4WRN:ORANHOR PN FOUND NAB. 09 Its PAM M.6 PUBUCUMAKIIIENATTY&MSI O MANHOLE Rd10 FOUND 011.4 DIBC Rise. RANGE RA)L ROS ONGBtAlxi eBM1T PID. POUND RPI. T� M7W FOUND PARRP'R-IWLONNNL RW RIGHT@WAY g'W'E' ALK UnUIYORU6HTPOE M%W POUND PK NAIL 4 DISK a SURVEY &WALL STORM WPM MR.LLFIGISM POirD RAl1ROAD SPIKE SAL OUTBACK IBM MANAGEMINr Warr. GAR. GARAGE S.C.L. SUWCLOSIMLW T.U.E TCCIBRADBOCAL urnurYEsmr. CNA GAS METER SCR 9COM U.C. UTILITY EASEMW ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: CHARLES J.RACK In complete accordance with Florida Stature 472.025 and Pursuant to - 1.While Viewing the survey in Adobe Reader Select the ' the Electronic Signature Act of 1996 or Florida Statute TITLE WIX Chapter 668,if this document was received electronically via PDF, "int"button Under the"File"tab. then it has been lawfully Electronically Signed.Therefore,this survey 2.Select a printer with legal sized paper. PDF,VauthertMiscomplerelyofilcialand insurable.In orderto validate theT)e=nu5ignaturedPDFwrveyssentviawww.survevs2ars.com, 3.Under"PrmtRange,dick select the"ATI"toggles 0 I Q you must use a hash calculator.A free hash calculator is available for download 4.Under the"Page Handling"section,select the number wwsnftPe a m/9ev5vsrrm/F le-Manag vna,n-,alcola:nrKirllsn I of copies that you would like to print In order to validate the Electronic Signature ofanysurvey PDF sent via %- I wwwsurveysraacom: 5.Under the'Page Scaling"selection drop down menu, 1.Download the Hash Calculator available at: select"None" O/O O sofcvcda cont/9ryiystcm/rle Manag cnVllash-Calculator K,Il shtml ff 2.Save the Survey PDF onto your computer from wwwsurveystarscom 6. Uneheek the Auto Rotate and Center"dteckbox. or from the email sent from wwwsurveystamoom (UP TO$500) 3.Click the square Browse button in the upper right hand comer of the 7.Check the"Choose Paper size by PDF"dteckbox. ANY FUTURE Hash Calculator to find and selectthe saved Survey PDF document,and dick _ 8.Click OK to print I the COMPUTE burr°""the lower right hand come of"'eHash Calculator. .f,DPMwBLACc+wf M SURVEYING SERVICES I 4.Compare the 40 digit string of characters in the SHA-t liree to the 40 digit I ON THIS PROPERTY SHA-1 characters for the survey mthelobfileinwwwsurveystarscomwhich 1. In the train print screen,choose"Properties". - is also printed on the invoke for that survey. 2 Choose"Qual' from the o 7 5.Ithe40ddgttstrIngofSHA-1 charactersareexacdythesameontheinvoice options. _ I O E �•I� I • j e •: (alnthewrayfileatwow-uveystarscam)astheyareIn the Hash Cakulau3. Change from"Auto Color'or'Full Color"to "L•MM "° then this PDF B authentic.Ifthe40 digit string of characters does not match exactly,then this PDF has been tampered with and it is not authentic 'Gray Scale'. J Exacta Land Surveyors,Inc. wwwAcYalarldArorn PA06-735-1916•FAW&744-2862 e LBO7337 11940 Fairway Lakes Drive,Suite 1•FL Myers,FL 33913 E