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WS-13-2055 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198979 Permit Number: WS-9-13-2055 Scheduled Inspection Date: September 19,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ALOU, CHRISTIA Work Classification: Door Replacement Job Address:62 NE 93 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060130170 Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Phone: (954)328-6908 Building Department Comments REPLACING FRONT DOOR-RETRO FIT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 18,2013 For Inspections please call: (305)762-4949 Page 14 of 21 Miami Shores Village Building Department 013 ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master PermitNoIP5 6 - 24 Permit Type: _BUILDING ROOFING JOB ADDRESS: 9& City: Miami Shores County: Miami Dade Zip: 33 1.3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): /9`Ge-9 0 Phone#: Address• t"c / "T� City: flj0��'!� �'l�a.s State: i zip:. Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: SaZ Phone#: Address: eal°-q !' ..S a-, -17?-- City: 4 A_ yc�G State: Zip: Qualifier Name:_,7 1 <s'd?_--r" Phone#: State Certification or Registration#: C 4CV_461�60 Certificate of Competency#: Contact Phone#: i MM Email Address: p Z A DESIGNER:Architect/Engineer: Phone#: m-� Value of Work for this Permit: $ ��®® � Square/Linear Footage of Work: 5 � Type of Work: DAddition UAlteration ONew R)Repair/Replace ODemolition Description of Work: '44 77" Color thru tile: Submittal Fee$ Q Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ b TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) A14 Bonding Company's Address /) 1' City State zip , I q f Mortgage Lender's Name(if applicable) /V ,4 Mortgage Lender's Address /1/ 14 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 tiie issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days a e e building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be arged. a Signatur Signature e Owner or Agent Contractor The foregoing instrument was acknowledged before me this The forego g instrument was acknowledged before me this day o ` ,200,byChlexr r,o &o day of � ,20 ,by who i ersonally kno to me or who has produced who is personally known to me or who has produced F— As identification and who did take an oath. ,j as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI `'��er a��lTa °�� • •c•• //,////�i Sign: Sign: = p Qcz Print:_�rIL1 +,y �1�� Print: _ �� SS�o`'� Z, z My Commission Expires: My Commission Expires: �% ��`<.• '�� ?o,N'Y 09a Notary Public State of Florida Lillian L Subko 6dtfrt lt��Y � YY �YrYr � � YY YY Y r � � �r �°?MHO Expires BY Mans Examiner Zoning d Structural Review Clerk (Revised 5/2/2012)(Revised 3/17/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) r a �.. . ._... _._.....__. .. -- . • 11 111 gill U2 ° Scale: AEI �� _ '' L J I 2o.3ci pmvENtE. . IT �M c e , t� °2d Pt1C�tG.u3.�►� o A I 9e L � �pa� do , p ••pp� to.o'b cores . •' tc.on• 3�•'15' pi �r eT%4-C.V.e• M � � ° p0 ' 0 tAJacML=,,,� �a 6es• • � r I Shores V;11, APPRO/E® By DATE a ZONING46L � BLDG LEP� `/ /j /:J �a Fi9uu 477 RULES AND SU :p.LVT C3� Va1E. :i'c•��ta�ap� . `noN _.- 7 .'a'S r•F Z.ssyr .,....,,NN. xr ' , `'`{.r /!- 6:k�n' r' Sq 3` ti t., � iJ eta :i».t',+ 4 a V,..;7'` }it r't.,° i"3'ftri'S'?a'i{ ' a.iti' `f af: p+ `'?$",.i S>.' .M Um-, a., o Ro 3>� �9rr r.S,�y, 1 ;Y t +$ '.� �a ..:•.� zs�:G: 2C r !' ,d, -- � h'>. !.. ;.t,T ,'( `�.s y ;iv _ r'"rS,° z 9tties�4:':�Tk Lr^'a>":'tt� r ��' P tz.r,;.� ° �� '� � t s.'...t r � F ..c,y�;�. a;•''S' •. ,r+ --•j.,`�r«•4., 4,•..rrY`c,"r r�3.'d :'.,y �S�', ,°� ,,,.+2'..s .R-... .fcgtz a,.y;x,.;t.. ,t,9.Sa..'�q` .i. ,ysf r f.r •r4''..3.r?., e .j vr•y�(''�j3.c+4. F,_ '.F6t f,: .rf1i Q"td4 ly. �f, : .�.. ,n;....rn,.,..._ ,.c 9 +t..,x`°K, r"•a P.:E°. i. 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'Y- .nA ::rfa yi 1"'fi n4Vtil�:tS�Ni,':AC'{5,,.� •eF Pry �tct �rt�yi i FHt�v�� F0rM Address:- 6 a A-J f r Lot*- Block: Contractor:• opening Required Egress Shunter Opening NCtA Design OP it Requirement Requirement Size NOA Number Pressuure rating Pressure Rating # Location - sf Yes No Yes No (Room Name] Wtd# f-lei ht f - f + sf X36.1 --39,3 7o H04 g xv .P t ••Mightrcitlt on NakrpA the zppltcable detail,sectkm,attachement ard glass type• ,, Rev.5012009 NOTICE OF PRODUCT CERTIFICATION Company: Masonite international Corporation Certification No.: N1905930.03 1953 Pow is Road Certificafmn Daie: 02117124105 West Cbicago,IL 60185 Expiration Date: 04130/2015 Re%-Won Date; 0512312011 Product: Fiberglass impact Rated Glazed Inswing or Outswing Door w/and it-14 Impart Rated Sidelit"(wAklaod Fnune unless no") Specifications Tested To: TAS 20112021203-94ASTM E330 The-Notice of PnAaci Certincation- is onlU valid it the SAM)Certification Label has been applied to the product as described within this document. Tice certification label represents product cmkwritity to the applicable specification and that all cerliflcatiou criteria W been satisfied. This product his been approi•ed for 6ting within Ira AMf's Certified Product Lkfing at wo%%.NsM ritifirltion.EgM. NAMI's Certincation PE%r Ins"ing .Glazed I _am is accredited b► The American National Standards Institute(ANS111 Design Water Missile Test Report Number Configuration or or Maximum Pressure I Test i Impact Drawing Number& Pressure Rated - Outs%ing Opauue size Posmee X Vs 6 9- --607::W) 2.86 psf Y es 111413frx-f sikele Andkv Daat1-%1A4:j.Vl224t5 X Glazed 6,0 Psf I Yes Slagle 9.0 %hmm • N"I Sim Yo-'t h's, X-X is %—64- 2.86 psf Yes Double ku-'inian ftft-1 Svc.Yu-:%4,8- XX Glazed %—6-8 ! .0 Psr Yes Double Andhir IX-111th-M-141.0122-05 xotox Glazed Door 6"0" 6'8" --60-6D 2.96 psr L�Xw--Yep; Single to-Sidefite 6 lazed Sidelite k1A%MWM 11wi• SLM.3'0-%6,14- Affchor 22-oi Ghued Door 6-0'- * X �(—)—,N 6*9- -60--61) 6.0 psf- Dtww-Yes Sirkele w--Sidelitvs Glazed Sideffir 1 9.0 psi'* Sidelitc-Ye% is I-S GllazlcdbcOr�9*D-x 6�97 --60!-60 2.96 psf 11 Dmir-Yc% Single xv'Sidelile., (YW--ed Sidelites \Ummum Panci N1 D%naimm-Fi wz-,-rj� ONO Single Door 6'8- 60'-60 6.0 psf Door-Yc% G lazed Sidefil c% Sidelines-Yc-, N-fammum I%W' 3 V 6's- --:-9.0 psf* QXX0 i 60-60 2.86 psf Is (I lazed MxKs 12'6- 6'9"' Double w SkIclim, Ulazed Sidelke- Sidcihcs-Yc�, --- Aiwhw 0XX0 GlaA'd DoOrs 42 Doublic% siklitc-, Aam-d Sidelitc--� 9.0 psi' h 4 - G MA"laxim PMU.1 SIM National Accreditation & Management Institute, Inc.14794 George Washington Highway/Hai �` 231172 Tel: (804)684-5124 Fax: (804)684-5122 NANII AUTHORIM)%1(;.\ATI*RE- S 1 t ary-s" s'`'ty€''� R t m �5 - FlolidaDepartmento,f BCIS Home Log In User Registration Hot Topics Submit Surcharge State&Facts i Publications FBC Staff BCIS Site Map i Links Search Busif es Product Approval Professi I USER:Public User Regulation Product Apnrovai Menu>Product or Application Search>Application List>Application Detail M.; FL# FL4334-R6 Application Type Affirmation Code Version 2010 Application Status Approved -� Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber @masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By € a I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No 0 N/A Product Approval Method Method 1 Option A Date Submitted 02/06120.12 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 Summary of Products FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.3'-0"x 6'-8"max FL4334 R6 AE 504A.odf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R6 C CAC N1005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+70.0%70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.3'-0"x 8'-0"max FL4334 R6 AE 503A.Pdf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Parry:Yes anchor detail DWG-MA-FL0121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R6 C CAC N1005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 11 FL0121.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 8'-0"max FL4334 R6 AE 501 A.Pdf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0121-05 for additional information. 4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC N1005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.12df Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 8'-0"max FL4334 R6 AE 501 A.gdf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0121-05 for additional information. 4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0%50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 6'-8"max FL4334 R6 AE 502A.pdf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.12df Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 6'-8"max FL4334 R6 AE 502A.odf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0120-05 for additional information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC N1005930.04.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 11 FL0123.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 8'-0"max FL4334 R6 AE 501 A.odf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0123-05 for additional information. 34.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC N1005930.03.PDF i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+60.0%60.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FLQ122.Ddf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Parry: ® Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 6'-8"max FL4334 R6 AE 502A.Ddf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FL0122-05 for additional information. Back FiRt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send lectronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.2 75(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The er ialls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,plew a provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please cll here. Product Approval Accepts: r muritlf NR� e e I u� ¢ 149°MAX. OVERALL FRAME WIDTH 04C Ocr HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20.5" MAX 36.375" MAX. --R.L.O. PANEL WIDTH 37.5" MAX. ¢ Q 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELf7ES W/ASTRAGAL FRAME WIDTH 0 cr J z V) CQ) GENERAL S r Gc t NO Lu E-- 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO � N cz In� TiE FLORIDA BUILDING CODE AND WHERE PRESSURE X ai REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ,� F Ld DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, C) ��, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w ED O I A HURRICANE PROTECTIVE DEVICE (SHUTTERS). � pd o_ 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT >' o� m'd SELF IGNITION TEMP ASTM D 1929 752 'F > 650 'F o� ` w RAT F BURNING M IN/MIN -1 E 0 BU G AST D635 0 56 C } VIII SMOKE DENSITY ASTM 02843 53.49, aE Ug� � TENSILE STRENGTH* ASTM D638 3.2% DIFF o * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �... 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES a Atid rAM W NAM to n n n cstumbND: ( F U J z z l- F W jO��Q LW O-z l Ld Vl�.�(fIQU Z I O Z 0 0 0 7 = UQ� Q w • • e e O O O O W I rNQ]N-NCI SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDEUTES DOUBLE DOOR UNIT W SIDELITES WITH SIDELITE WITH SIDED 11010100110 WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 2/1105 SHEET DESCRIPTION gCONFIG MAX WIDTH NSWING OUTSWING INSWING OUTSWING OUTSV11Nn�.. SCAB: N.T.S. 37.5 +60.0 -60.0_ +60.0 -60.0 +19.4 -19.0 +40.0 -40.0 +60.0 -60.0 i'v'y oarC.Bv: SWS CAL ELEVATIONS & GENERAL NOTES 74 +60.0 -60.0 +60.0 -60.0 +19.0 -19.6 +40.0 -40.0 +60.0 -60.0 2 ANCHORING LOCATIONS & DETAILS 75 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 CHK•Dr:3 ANCHORING LOCATIONS & DETAILS 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +6Q.0 -60.0 KURT BALTHAZOR DRAW NG NO.: -40.0 +60.0 -60.0 li FLORIDA P.E. OWG-MA-FLO122-05 * High Darn Threshold Design #56533 _ SHEET 1 OF 3 r - r � a- 001 fl 6"— SEE DETA L 6,. CO 3" E» Z Q=J 1 6" 6" 6" 6" 1 6" 6" I I W �C 3" (o o C L. o n Ma ltl Ln Q) U Q C.) 0 a SEE DETAIL a n. » cn r � 111 Q 1S EE DETAIL CY SEE DETAIL _ — »D» w A IM O B M lJ M H `_� o f — 6" 6" 3" l- 0 6" ^ oat I I i -I I- -A'Z 6" SEE DETAIL 6., -V)-V)(o 7 "F" 3n cn ccnn V)U)ccn J #8 x 2-112" ?p�Ww 11>< ASTRAGAL RETAINER BOLT HOLE « v UJV C) Z MUST BE DRILLED THROUGH Q Q o #10 x 2" THE THRESHOLD & INTO THE °uj EJ #8 x 2-112" STRUCTURE DEEP ENOUGH o z W ct o o DETAIL "E" ASTRAGAL o- z J o #10 x 5/8" FORA 1.375" THROW Q c2 a Q ATTACH ASTRAGAL RETAINER BOLT #8 x 2-112" ' #10 x 314" c0 • STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o 0 0 o 0 10x58" W ❑ # / #10 x 314" AS SHOWN. �0),r) N a 0 0.124"ANNEALED DECORATIVE INSERT N #10 X 2" 0.090`SAFLEX IIIO (OPTIONAL) DETAIL "C" 0.124"ANNEALED .0124"TEMP. DETAIL "D" TYP. LiW�UO]Q� ALUMINUM OR BUM SPACER ,y p �•� Q6 X 1-1/2"OHS DATE, 2/1 t/OS E 0.962°I DoW SCALE: N.T.S. L DOW 832 ik•e, OR EQUAL :!U�` T.7$"E�j;j 7.047" OR Eyr$: DWG.BY: SINS A �� _ EZ(rERtOR INTERIOR �8 GHR.BY: T 1 f TYPICAL GLAZING DETAIL DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS DWG-MA-PLO?22-OS SHEE" 2 OF 3 O O U SEE DETAIL 6° --6" r "E" SHT. 2 3" 3" 6" 3 3" 3 ct� _1 6 6" s" Q- T - i F uo U :r• Z M a SEE DETAIL ¢ W "D" SHT. 2 SEE DETAIL a "C" SHT. 2 Aa-- w - �w _ in w 8 A M \J ui a G G H � 6" a m } otn t 6 in JA N�p d3 3" 3" 3"�� — 3»6 6"-- 3» I`3" a l a SEE DETAIL 6" —6" F" SHT. 2 g° cn o vv) Ln-� 2 (!1 U V F 2 ul9n- v 0p ATTACHMENT DETAIL v�' n la N 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE f J a`� o SIGNED AND SEALED BY ROBERTO LOADS, PE o. o o a (FLORIDA #62514) WITH THE LOWEST (LEAST) 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ooz000 S SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o z w z° w FASTENER RATING FROM THE DIFFERENT FASTENERS AT S-1/2" CENTERLINE. a=0 a w BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES. "or`o`no Ln #10 W000 SCREWS OR 3/16" TAPCONS. A PHYSICAL °rn�°N SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR " o LOCATION. N d d M N °'• 6 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.54" } 1.25" } ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN f 0.25" MIN i ° 0.25" w w o v m a o OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM MINIMUM EMBEDMENT OF 1-1/4". CL__� �w CL--� �- -•.,» Add&iHim0WM DATE: 2111105 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 4CA E: N.T.S. owe.sy: sws _ .> TRANSFER LOADS TO STRUCTURE. cwc.BY: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY ORAM c No.: ANCHOR INSTALLATION ANCHOR INSTALLATION DWG-MA-FL0122-05 sHEEr 3 of 3