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RC-17-968 � Ca - �l(o $ Permit No. Wo Miami Shores Village ' P8)11#t �;Residential Const�rttictic>0 S.� 10050 N.E.2nd Avenue NE � Wt3ikCiassfftCattCJn Addition/Alteration Miami Shores,FL 33138-0000 ParrmrftStatus;APPROVED Phone: (305)795-2204 F`oR`°A Expiration: 10123/2017 lssu tom;4i2612ti17 p� LN Project Address Parcel Number Applicant 157 NE 101 Street 1132060131951 Miami Shores, FL Block: Lot: RACHEL&COLIN RILEY Owner Information Address Phone Cell RACHEL&COLIN RILEY 157 NE 101 Street (716)807-1312 MIAMI SHORES FL 33138- 157 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 4,000.00 Valuation: A TEAM GENERAL CONTRACTORS G (786)486-5353 Total Sq Feet: 45 a Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Drywall Type of Construction:RENOVATION OF A BATHROOM A Occupancy:Single Family Miscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms: Bathrooms: Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info:RENOVATION OF A BATHROOM AN Truss Insp Columns Bond Return: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck CCF $2.40 Fill Cells Columns DBPR Fee $2.00 Invoice# RC-4-17-63613 Wire Lathe DCA Fee $2.00 04/06/2017 Credit Card $50.00 $92.40 Review Electrical Education Surcharge $0.80 04/26/2017 Credit Card $92.40 $0.00 F.Termite Letter Permit Fee $120.00 F.Elevation Certificate Scanning Fee $12.00 Review Planning Technology Fee $3.20 Review Mechanical Total: $142.40 Review Building Review Plumbing Declaration of Use Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu Ma responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC XiMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI AV . I . that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 6 z ermore,I authorize the above-named contractor to do the work stated. April 26, 2017 #99wed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 26, 2017 1 Zo�� RECEIVED J� Miami Shores Village APR 061017 Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F C 20 BUILDING Master Permit No. G PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP 9 r / /� CONTRACTOR ?,2 / DRAWINGS JOB ADDRESS:-L,5 2 /y G l D/ 5S� /11d41 cSA 0(2 s -L 3 0 O . City: Mi/ami Shores County: Miami Dade Zip: Folio/Parcel#: �/" (.� "®� _( % ( Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: Q Flood Zone: BFE: �yFFFE: OWNER:Name(-Fee Simple Titleholder): ! • l / �!` Phone#: 7/C%o//- &9?- Le- Address: eAddress: t �C /sT City:&a Se� State: Zp: 33/ 38 . Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: i A Address: City: ' AAA m Stat l—� zip: Qualifier Name: Phone#:- State Certification Registration#: I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �p� City: State: Zip: Value of Work for this Permit:$ ®* V U Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ew ZRepair/Replace molition Description of ork• figKOZIA ev 4z OL Specify color of color thru We: Submittal Fee$ Penult Fee$ I CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$_ ` IAL CZ• VIN 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 Aha,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 pproved and a reinspection fee will be charged. Signature—' Signature ' OWNER or AGEVIV CONTRACTOR i The foregoing instrument was ac l owl ed before me this The foreg ing in ment ackno edged before me this to 4 day of 1 20 J+ .by da of 201 -7 ,by w ona y snow trio G tA is ersonall k n to me or who has produced as m or who has prod ced _as identification and o diedan�h identification and �►o,�)�' an oath RBARA M DE LA PAZ ;s�� �,�i 9ARBARA M DE LA PAZ NOTARY PUBLIC: '? �`� Notary Public-State of Florida N� PUBLIC. •�. _ Notary Public-State of Florida .Qc Commission # GG 008346 "N,+ oec Commission #GG 006346 F O a My Comm.Expires Jul 4,2020 ;;oF��oP:o'� My Comm.Expires Jul 4.2020 Sign Sign Print: Print: Seal: Seal: L APPROVED BY Plans Examiner Zoning MIAMI• MIAmt DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www,miam1da4 .Qov/eeoaomy Universal Impact Windows&Doors,Inc. 1675 W.311 Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer wilt incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Rebecca"Aluminum Outswing French Door w/wo Sidelites —L.M.T. APPROVAL DOCUMENT:Drawing No.W04--81,Rev G titled"Series Rebecca Aluin.Outswing French Door(L.M.I.)",sheets 1,2,3,4,4.1 &4.2 through 11 of 11,dated 09/13/04 and last revised on OCT 14,2015, prepared by AI Farooq Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami--Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See sheets 2,3&4 for applicable Design Pressure(DP)ratings.Lower DP ratings shall apply for entire assembly,when doors are mulled w/Sidelites. See sheet 4,_2 for approved configurations w/Sidelites. 2. Two(2)manually operated Flush Bolts item#22(top/bottom)are required at Single(active leaf)and Double doors(both active and in-active leaves).Steel substrate structural capacity to be reviewed by AHJ. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration data may be displayed}n 1cj Regis fng l terature. If any portion of the NOA is displayed,then it shall be done in its entirety. • INSPECTION: A copy of this entire 900 s1!l;b;pr 4ded io tha user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA#112-0524.09 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. i 0:0 ••• 00. i .0. The submitted documentation was re•v••ewd by IshuqI.tha&A A. ••. • • NOA No.15-0312.22 1 b , DE SNUNTY Expiration Date: May 19,2020 ••• ••• Approval Date: October 22,2015 ts,t . . . . Page 1 tot . .... . . . . . . . . . 0% .. .. . . . .. .. . . . ... . . Universal Impoct Windows&Doors.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file#see below) 2. Drawing No.W04-81,Rev G titled"Series Rebecca Alum. Outswing French Door(L.M.I.)", sheets 1,2,3,4,4.1 &4.2 through 11 of 11,dated 09/13/04 and last revised on OCT 14,2015, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0524.09/#11-0308.01/#10-0518.06/#08-0418.02) 1. 'fest reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum French door w/sidelites, issued by Fenestration Testing Laboratory,Inc.,Test Repots No. FTI.-6240,dated 10/13/10,signed and sealed by Jorge A. Causo,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an outswing double French doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4145,dated 09/14/04,signed and sealed by Edmundo Largaespada,P. E. C. CALCULATIONS 1. Anchor verification calculations&structural analysis,complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation,dated 02/11/15,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I.DuPont De Nemours&Co.,Inc. for the"Sentry Glass®(Clear and White)Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Sallex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest,prepared by Al Farooq Corporation,dated 01/13/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the•abQvs referenceditest report. G. OTHER •• • . .. . . . . ... . 1. This NOA revises&rewws"OA#'1230524.109','expired on 05/19/15. • • • Is aq I.Chanda,P.E. . . • . . • ... . . • •• • Product Control Examiner ••• •• • NOA No.15-0512.22 Expiration Date: May 19,2020 ••• ••• Approval Date: October 22,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . E•IYKddV���r aVO' � VZ Q LOTHESF.OODA5 ARE RATED EOR IANCk'6 SMALL IASSKI!WL *RS ARE..NOT REOWRED. i^s �ERIE$_Bk'$�r�.B e3 no �I,U�jLIUh3 O�W1NG FP�ENCIT DOOR �� M SINGLE(k)AND DOUBLE(XX)LEAF DOORS YPTTd GLASS TYPES CAPACITIES SEE SHEET2. SINGLE AND DOUBLE LFA%ODORS YF.IN StMUTC5 SEE SHEETS 3 At 4. LOWER VALUES FROM SCE41TE(NARROWAYIDE STILE)CAPACITY CHART �0 OR DOOR CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. �j^S _ _.....__..............�..... _......... _.... 666 DOORS APPROVED FOR INSTALIATMIS WHERE WATER WFILTRARON RESISTANCE IS REOURED. THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S !. 3/I6"NEAT STRENWO OWS 3/19'NEAT STRENG'D 18A45 3/NJ,NEAT STREWD OLA55 REQUIREMENTS Of THE FLOPTA WAGING CODE M L DING IYGtt VELOtTIY B$ OgD•{9,aNc/a" 1-3/!, 9D'In1e4ary —M HURRICANE ZONE(INNI). y$P S Softoa Gkv MW CUM OWaa Se 11G a -9.1.IV- JOY OR 28Y WOOD BUCKS BY OTHERS.MUST BE ANCI WREG PROPERLY Tey'EeWmun fMndcW Co.' BY'Km Amm,ew.' 'Kwtaq amNricp,etc.' TO TRANSFER LOADS TO THE STRUCTURE. N g g 7/i6'ERAY SIHEtdC'0 GTA49 3/18'HEAT SIREM'D GUSB S/IV t EAt SMEWO mI ANCHORS SHALL K'AS LISTED,SPACEG AS SHOWN ON DETAILS,ANCHORS EMBEOMEW TO BASE WTEiIAi.SHALL BE BEYOND WALL DRELSING Cot STUCCO. ' \\1 54KAt5. Sk,ICUNL 51UC�1E AHCIIORiF#;OR LOADING CONMTiN1^a PVT 3HOWM IN TNCSE DUALS ARE OOW 0.A me 995 DOW CORNING BBS DOW COMM40 V95 HOT PART O-DRS APPROVAL. lDOW IXANYtC 795 IDOW CORNING 79S (big CO"C 798 E - I / OE TROD _ DE 12CO / O:1201 A LOAD @JRAT�d INCREASE.IS USED eI GESIGN OE ANCHORS WO WOOD ONLY im r MATF.R1At5 IHCLtMaO BUT NOT u•tE0 TO STEEL/META.SCREWS,THAT COME INTO CONTACT WINI OTHER DISMAR MATERUALS SHALL MEET THE U _ -•I yq REOUIREMENfS O'THE ELDW@L R'.gG.CODC. iiiWWWAAAIII �.:�:: AoAn i J/teV'LOVFRWL YLA.M 1NA54 7/16'OVERALL e/eM.'BL 4S Sd T.KF&..'f8 draAng""ro 7/18'tHFIWl.TAM.CLASS �W04-81 (��j1NG OPTIONS (sheet 1DT,11J •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SexiF.moR Farau:mPTR ooi,R�.6 Dose rApvE mora 3GJ/4 MAX, 363J0' lAt)MG,w EHPS ' . /16- '§yF�,. 65AY 8E USRO ..\ 38 3/0 ..• J/iR' +� ..I `4.h EAR/$" J$" SURFACE APAAEP. \ CA)L J/OPG..... ' SUiFPCE N'A.ICO Q OF mDM _— FA!eC USED � FUNY K ... a 01 O.G.MAY Dt usxD ...._.__ 6 LL e .. \ .3 f ACIP* DI-ACFNE N < ss u �a S m NOT t -- TOP&80TTOM FLUSH DOM OF ACTIA AND M."A LEAF + 'r n f - -- TO 8E ENGAGED DURING PERIODS 01'HURRICANE:WARWNC, e 22 - n ; ! @� \ B • MeV190.80FImW PDMWF 9 m� i su ORKCA$ sR MF et.wa I) ^o s _ 7a 7/e we _ OD1 E MAR C~,'l m —. (X) (XX) OOPRS LOAD CAPACITY-..PRP DOORR LOAD CAPACITY-fW $ E 81HG15 uODRR(x) DOODLE DOORS fi -OIASS 7YP8 CIAAR FYpE CLASS TYPE OLM TYPE GLASS TYPT GUAR TYp3 `u gilt DOOR DNS. •A• '8' 'C DOOR om. 'A' 'U' 'C' �9 0 (PANE FR" EXf.(a) OO.(-) fAl.(a) DO.(-) pT(.} WT.(-) Ff7i1(+) NC(..) FXTm WT.(-) JT-1/J BSB/a' BSA A5.0 Wo88.0 85.8 /0.D 71 7/8'AS-3/4' 8'.6 83A 85.0 B].0 85.0 TA6 a: ...._-.. -. - .._._.. - ....�__....._..._ _ _ .. J9-t/2 BS-J/a' 850 GSA )3.8 93A 794 75>JB'85-JIa� 830 T8A 68.0 73.0 98A TS.O F�^i�a GLASS D.LO.DORS. ' D.L.O.NEtGHT-FRAME HEIORT- IZ552' D.LO.VAM(X DOORS)=FRAME 470TH 13.312' uPE E IN D.LO.FROTH(XX DOORS)_(FRAM#YYmTH-23.5')/2 JDz t LEAF HEG)FT-DOOR FRAW Ek"IGHT - 2.525' e NOTE: 2� CLASS CAPACrWS ON THIS SHEET ARE �umg BASED ON ASTM E1300-09(3 SEC.GUSTS) W04-8,1 AND FLORIDA E .DING COMMISSWN DECLARATORY STATEMENT DCA05-OEC-219 (sheGt.2 0(1 t) •• ••• • • • • • •• 00 • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 wwGN LoAD cbracrer-rre n dEiYWH s10ELREs w"SME OR DGUDLE LFJS DOM fl — 38 3/M1 ADN. FAAYE NAAROW/1"agWIDH Rflld pT� GDEE TP_DOOR SURFACE MPJED WfIcs 5FALSE NB'/S S 0 MS bAY S11. ME is 00 M.0 M 810 >50 ........ .». ....... ..... ...1 4-1 _ .... .._... .' O 95 890 750 37 87-1/4 830 TSA I J \ 39 Btb >I.3 sa _ 57.4 os.a 44 54E \\ �•\ CIS NiM1 , 32 650 >5.0 AtSROW I5 PF0.RR01F ' \EJ \ NRAf9F x - 6so >s.e;— NDE n MOE \ 90 we _-___ ds 30 esn 75.0 - i _ � ?W ArTME 4/OQ94. y E 31 N 47 51A 851 �, ]7 650 150 (` m c _ u 650 ._.J9,0.._ "1 m _. a 36 at l I \ . yKl J aall 34 -.0 05-3/4 GU D.L.oP0. 28 to, 1/ .. __.___- ...cm: yt ROTE: _D:i.Orb. AL 9iY'._ _ 4 ANCNORa � ur K FOR DOOR CAPACITIES SEE SHEET 1. Al WWII It ,q FOR SIDELITE WITH DOOR CAPACITIES SEC CHART AEtM. I 72 7/8'SwX. z LOWER YALUCS FROM DOOR OR SDELITE CHART om omo.tOOTN WILL APPLY TO ENTIRE SYSTEM. SEE SHEET 4.1 FOR SIDELITE WDINS. tmu.SMIE'MTN 7s 7(d'WX -L.-rave!.sWELR[wtm'I_ ......._.00IRuz nWR MANE (OXXO) jfly ALTFRNATF UNIT FRANC AREA MUST NOT EXCEED TESTED FRAME AREA 99.?W.AT, p j i �s87 raoDDcrae��5�� � (i} (i} ..�. . ft 2 w &" T FCwZ^'. EXt. Fxt. 4 ISI S $ e 91Df11TC&CFTN �.. __DOOR FRAAf"IN 58XLAC DtDTH_ „�,• DOW FRAME _ ��X� ss-I/2•MAX.D9 IAo»u,q no. m.-7/8•MAX.DDts 75-7/8'VAX px} W04-81 NARROW FR D ®IDB APR.& - - RIDEL/TB WITH DOOR eIDELrrE W117/DOOR •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • ••• • • • • • •• • • • • • • • ••r • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESHIN LOA n UPACrN-PRP SMI MS WTH SOEUTO W'ERAIi fiuR wNM .___.___ ................... 13 siOFiIR TwYi NAHROII STILE VMS SIDE 36 3/4' wAM NEKArt S10EUR LITH SmBU. =RIM WITH S1 rAn 30 3/4' lief w10TN Y i INCIfiS IUCMS E1T(1 wt.l l Exr,(+) aT(..) $i fRCE AfWttktl IFAf'mm_-_. 3• S' 3• i! 1`QaiCZ,=iii 11 800 /S.0 �O 78.0 FALSE ...- HAY K HS£ii `\ //lHFMERS. pp.. J4 850 Ti0 85.0 75.0 ` lA� I ... CF i �I 'L COWIERS , 4. J4 ata TI6 0.8 7i-! _- I.: '}-_>�1/ \\ _•- _.__..._. '-'. II. _ ... ma 37 67-1(4 ...... h< 30 050 )49 05D 8S0 4.9 can ri0 1 '' 42 5T.4 89.7 57.4 a61 44 544 V SSA 180 6510 34 830 ....15A CSA TOA ��\ SI/tc\ ,wt1Po/W d .i5 650 T8A BSA 78A r �/.�._ ....�... ... / $ -. / � ' NAREO(i! NNiTJw I 31ji at0i pFF 37 8d 650 1SA 650 75A R". \ \ ^,4pEgpR'I.Rf RD[UtE G:-.::' i 50EEOE C ..._ _... ACTIVE W-REINS \ I 4 CCC 3s a B ri s Bis 71a � / u c, Az s7 e9.z �57.4 ea.T u i1 0 SO TAO 650 T u — 85es.D TSo as:A _ 7s )3 JS M BSA 0 A _ OSea FR? 37 85.0 750 83D 750... 1,� \ 11 1 .......E �•' / / JS G A ]ta OtA 71.3 •- I 3^ tl:::..:. I / ___..N_---.. `�" " �i e3 J7 050 TSO tl50 Y50 II / � I � 34 60.0 Ydi 85.0 ]0 e5A 7IR tl5A 75.0.._... -.I-_-- $$^^ •.• _TF_F. z 1 Q cl 3 W .. YT esa ...7i.1 s6o Tan I \(. : �(©J. ♦ / CO) a 4a�' NOTE ._ FOR DOOR CAPACITIES SEE SHEET ?. _............. .._.— ... __.._.... ._ _..____ n FOR SIDEUTE WITH DOOR CAPACITIES SEE SNCET 3. i-- FOR SIDELCTE WITH SIDELITE CAPACITIES SEE CHART AHOVE. LO WER VALUES FROM OCWR OR SIDELRE CHARTS ze 3/i s' WILL APPLY TO ENTIRE SYSTEM. �. D!.DPOD.L.UP0. W S SEE SHEET 4.1 FOR SIDELITE WIDTHS. 77 7/S•Mo _ IDWR OPNG wIOiH is 7/8'Lox- mou.9PEI.RE wmTN L NOL.smtE h'(In1... � Aau&.f 110(fR FRAME (XXOO) ALTERNATE kNTT FRUW AREA MbV NOT EXCEED TESTED FRAME AREA 99.7 SO.FT. 4 q I (Jl (DJ 44WW�gyCCooaarr� A71 a�e m lr I EINe HADAW61O :.. Ext. EAT. 4?0�4 B I a dmvrlg no NARROII STILE !IDE'Trum w04_81 SIDELIPE WITH 61DF.1M.. SDSmm IIRD 81010=1 (6Ae9t 4 0l T,i� •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • ••• • • 000 • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ............. ovERp0.rarvg.VKR ........... ..............._....--- _ _... 7'Vew,. ......._ ..___.-...._ P'.%YRRlOB... ....._._.NOM(Mt 51131iTF YnOQI _._.. ............. !d0lmTAl.S, _..."TN (XX00) 4 .. .._ ._. ......_MM.t rR/dff rmns - ...... .. b ._ ..Lj W a - a�Va M x. EXPERIOR I G ................ e>o�naw.smnarE mnn+ � �L ri'g z Wcm rR+�"dimiu (XOO) Jig ►fir I r+�wc A�.Wa'WMIL �M+w.saiE e C i zs T a•we BR7'6RIW 6 a %WOR FFM6tE�1DTN•�—•�•__._._ E S fi'e,�"-, (XO) .gg...:::._. SIDELITES MAY BE WIDE OR NARROW STILE WITHIN NON.SlOEUTE MOTH PER CHART (NARROW STILE SHOWN) rV: �T�•ea g -drying no.:. W04-81` j�naa:a.ia ij •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S DqS W. 41GalW W. _SMLITE Wt. Mum .&DEunt SIMnE W, op 0 (0 49 9 (00) Xo) (0ox)(XOO) s�m It aoqa.—MIME rmm wFl lygW w A rm""t EVM .="bftFMAU Mo) xxoo oxx) MM MEUTES MAY BE NARROW OR ME SIRES e g drovin9no. 00: so 0 • 0:0 *0 000 0 so* 0:6 1 3 EE ANCNOM SEE f Sp..NS..., t9Y NWE 1*ET TYP,CAL ANHM • x" _METAL FOR$PACRIC /SEC NOTE SiEET 1 \ ��' RiROCRNti: �� Jj rSEEi0R ELEYA1gN5 ' \\ 4DFf COtiC SNACINO ..' eocE conn. 7n iIltMfdl WE co:P+rc MFRTED'' 'awrEo autroR I ¢' C7s ✓ tSE�t 17A Nxims s. Q ELrv- r L-y Z� FOR SPACING FOR 4'ACMO PMYPAMN JIB'OR 28Y WOOD DUCKS AND METAL STRUCTURE NOT BY UNNERSAL /IYN4u. �.5 d MUST SUSTAIN LOADS IMPOSED 8Y OWING SYSTEM AND SPAiWs y TRANSFER TI1EM TO THE BUILDING STRUC10Rt f9 TYPICAL ANCIIORS: sa Elly.EoR sRAc= f14'OM.Ul4RACON BY'FICO'(t',w1rt K51,cr>,y9+�) !NrC 2BY WOOD BUCKS OR W000 STRUCTURES t-1/Y MIN.PENETRATION INTO WOOD(HFAD/JAMBS) bbb i THRU 19Y BUCKS INTO CONC.OR MASONRY w 1 ! 1-1/4`MIN.EMBED INTO CONCRETE(HEAD) Pa•aoccarnsw o n g p W 1 1..1/4`MIN.EMBED INTO CONC.OR MASONRY(JAMBS) llcsorAlri{dNMPnitflc n y g 0 I DIRECTLY INTO CONC OR MASONRY A tNq,1£W E^ �i 4'' t-1/4"MIN.EMBED MID CONCRETE(HFAD) �'�It'p�ed', 1-3/A"NiN.Eb�ED INFO UINCRETE(Silt) 4"MIN.EMBED INTO CONC.OR MASONRY(JAA18S) Ats n.e OR cFi_E nuNG cn°cwrt (QMK 2 CRs) INTO METAL STRUCTURES(HEAD/,W) STEEL: 1/8'iHK.MIN.(FY=36 KSI MIN.) ,. ,, (STEEL IN CONTACT WITH ALUMINUM TO HE PIATED OR PAWED) 4116 INTO MIAMI-OADE COUNTY APPROVED MULLIONSALUMINUM. 1/8"THK.MIN.(6083-TS MIN.) to (No StBM SPACC) TYPICAL EDGE DISTANCE IN INTO CONCRETE AND MASONRY-2-1/2"MIN. ` to WOOD STRUCTURE- I"WN. _ INTO mum STRUCTURE s 3/4"WN. AL1E•iATE i,.••'� °°-Aso° .. WDOD AT HEAD.5&1.OR JAM85 sG-o.ss MI" CONCRETE AT READ,SU OR JakW Yo.3IKt0 PSI MIN. - , t ' C-90 HKkOWAXLED BLOCK AT JAAW f'm.20M PSI MIN. ........ .... -- ts m// ttfM0.-14181 8 $ a c � y`OfOC.v a J/4 MI. r''�a n I \ WIM MCI-0RS ° a r tYfiMAi JdtOfiWeS y dt4� 1 v¢wE1RAnai1- - —SEE s ,ia+c 1 m VACW i DOOR MAU S l L W04'81.J .........Eb'E'D1sT....... SII&IiA UNIT EMk om „ n L— snooi$oT t T l •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 000 000 see • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i _ p t61. ON AC(NC Lav .� ,� • r> y acxax: ttTi' y 'hID ktKK --------------- J-7-, MR S"ACi ACTIVE LEAP \ a'p\ I Nosmur. Ii \ 81 c__. s ....... ___.:... ..._._ — -- r : ---,A _ w 'e 8 , x121 EXTERLOR 9 t. oLo. nvrx u+eeaws WX ALT. DOOR F1tAAfE JAMB x[FI Ev. FOR SPACtNC y¢{ ScubtF(WDA/VAUE YIDIN .�............. .............. iJ U N 1�6•ANX. � r g G i it W#. 51k81 5YACE g o/ ON AL'tM IFAF� -QN RiNCTP1C lEM' M �! (¢oxDFlv.to) u .._ ACf7VE LEAP _ __�.. .. INACTIVE LEAP talk SI ': wPtW N'IpfdiS M iFm 5P 1G 4 YY �i 5 xx pill _ I 7MD�ttt A2VIBE9 v..___... DOOR E ffi L�e 11TtCN AM1CMORS DDUtfl[DDDDR YRSN[09DM _- - �S, j2.2 .i'oe REV, EXTERIOR cn/a Fl 6AN.9578 x ri !arumng rNl. DOOR DETA1LS,11 (W04-81 6a1t) •• ••• • • • • • •• o • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i stFOR ancmm_\ Y t!<`mn%. {h1 s i �!,/w _ Pox*.. wLtliiC uREa Z sa' f.QiE 064 t'• HOOD BV K- e 8 //////U$' RAtl t'MJS h to O.C.WV. I Q k 16 fmit 'Ej} ��........ "^ NAPflOA SPkAITE,Eaf _.__....... OOtA!4E,F bD111 _ _ eXlf :.510EUIE MTH -- IB.._ s ..... .._. ... �) _h7 SEE>avAxploer, owwt.mprt vamp EXTP RIOR .. , $PMW RSP \\wF .... PRMCf REWHRb SJ >IS 1/4'W, `��PfiDE (I./%WIE MIWI •tl►MibeM� ry m ar -M- OR i 4 : 3=� s�E sakuic t[u �It! __ emv.StOEIUE xsonl _,.. 000a-mnuE w'o'M orEaA.t. eimx h7s'1 L`RIOId �d . _ __ x S1DF1dTF. DE74165 j SEE QUAUFIED GWIG IRA Rtw,IN SHEkT 6.2 T Tk "" RA P£I W382 n - 3318 a � 11 `ebcc O6? r`IYVtCAI,NCkOPS i L Fn. d Gt9 M1A. ` stt Etav r*09 vagnG LW�4 81 J ;nATIONARY_UyIT ALT. SIDUM:iIDR FRAl1F (street •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p10 x r o WT 8, m CEND S} AT 8'mm N�k 14'O.C. 54 ...._.._ ..... _...._.. q� l .......... . .._t+AMmw,SmME�,r�.--` NnaNnw smEEnE EEu aw�n__..s }y¢{ 5(k SNEEI 4.1 w ME IHO I . x g� ^a MOE lEl WIDE_SDEIaC tFAF k7a71t ..—.: g II� NON SlallRF Wd:iH i i ! SEE OUAI RO COWFICURATONS W SHEET 4.2 -` ?f"fib trp no. _. 4-B, fy SIDSr JTX DETAILS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • ••• • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COW �Ow Im .078 CO MOR FRAME JAMB ALT.DOOR FRAME Oma. r i 666 a494- 44" NARROWMXLITE STILEVWR LEAF JAMB SIDE 4.157 2,M �41. r ROMO P;,�, 0) -&DELFT SIDE FRAME P.M. ("J TtRtESHOLD TYPE..I WOR LEAF LM SM �14Typ. 4.M Twtmow rm 2 CLASS ADAPTS (B FRAME SCREW COYER 'k t.6fK 076 TVP. jl-F R 21 S. (6) COYER TOP do epTrom m »...........__...._ JAI, 3.500 1.0194 4,.M.g M MY mum$MEWS W04-81 OM13 STIFFENER VVEAR PLAN 3 PIECE HNM of: 0.: foe so 6 OV • : : : : V: • V 0: 0.0 • :0 ITEM/ PART/ 4UAMM I MBCKIM4OR MATBRUL NANT./ROPPIImmaAm 1 1W-1084 0.4 RE00 iRANE HEAD 6063 b a OA,062 1/IPAF NP AtAO t90TTOM AA1t 8063 TB 3U 1096 t DOOR GAASK SRl 1YPE — ..... ... 6665 t6 .._v ...-... ..... O : 50. W 10808 1 DOOR fRld1E 581 TYPE 2 6063 TB 4 UA-110.4 A4 WfOD. NARROW SNEt iE 6L0.E ... _ ..... 6063 3 -W t498 2/LfAP 9NAP CD6ER i0P a DOrfOM RALL 6083 76 _. - F 6 VA-109, z... OOOn Ill"Jaime 6083 T6 6A Us-10918 z ALt 0AR FR w a w 8086 TB �. o _ 7 W-1084 Afi REOU 910f.Mt[SRFE fRAME W63-T6 )A W-+0498 A?RfQn All sOEtRF l6DF GRAVE 0084 T6 v 8 U-L090 1/lW 3LKlP LEAF JA101 ROME SUE epi T8 - A 9 VMf09J 1J LEIJ OAR iFAf tfXK SqE 8081 T6 - 8� 10 W-1088 4/LFAf JASiB Rt6GFPFFR 8083 T6 a'tONf. Ft A-0008.....A9 4E00 9HFAR P6A(E AI ANCFMR LOW,FUYS 6083 Ta 6-7/8 EDPO la I A8 READ OtAZMFC TA%RPM:ER(i/B'K SJB x, LONG) 4 MV C FOW&Al WOEPAN OF Yz¢BULs u u HERD WcoDL cAsxv �+n ..... 19 1_._Cl" 6983-i6 to W-t10a AS HELD OU9S 16 W 1101 AS REGM MASS STOP ._.� .. .. ....... ._- tO 18 S 78Wi AS woo iT)SfAt WFAMfR6iRflflkO 17 TP-a6J AS RFO0. RMlO WPATRERSfRiPi9k0 EWMATER 18 -..._ ._...NNYI TEAM PIR9nC8 O.O j8{ 3 t8 VA-tF03 A RCCO WhZRM WEOCC DtIROHETEN)0 EPDv 1REYC0 Ti— W-,ORT 2f iPK CENTER NOME 1RM SS POd� 6083-T6 10'FRtkd IOP&& m ae - W-Io9R a/iPaF Tov a eoTrou HmD[vaTF+ss Pa+ �enes ie Ta a BOTrmF -_ _... ... -._ _.. ., ... t vEAD D�7 LOCK Sfi WtclacK mn s BCIiIACf ICCIt co.- � 2a a/tuff Wlt-ll GPSPATED PLVSH BOLI{ACTNE/0UC8W:) zw CATI DEtU ttao w 23 . 1 COhYEN11UW1 DOOR 4uni SfT .. ThSL00K RR b SCFR%�LOCF(CO.. 0.`, 24 a/LEAF 3/8`Cot TRRFAUEU 1M0 S1ETt - vl a0 #t0%1 AS READ rRANE ASSv.YRCMB _.. _._ ._. R z6 ♦JB X t 1Ja A6 iROD OfAZ4Y6 al)AP1ER SCRE�S,,A,6 iRUH ENOS b 1a 0.<.__ .... FH6EV ORO.IkM —. _ 27 UA-1104 AS REOD. FRAME SCREW COVER _ BO63 TS ./IOIRIGtRRY•Eg FRAM aA�ue�s�i TB a- d� ws.k• s , MFLAE PAWJAR LEAF CORNERS.SEALED WITH SCREWS A7 SILL AND ALL O Y IY METAL PARTS CONNECTIONS SEALED WITH WHITE/ALUMRNUM COLORED SEALANT. JACKS; "=- �;ssg. MANUALLY OPEPATEO FLUSH BOLTS AT IOP AND IIEMOQ2) BOTTOM OF EACH ACTME AND INACTWE LEAF LOCK STRE WITH OPERATORS AT 12'AND 76"FROM BOTTOM. ._. DEAD BOLT LACK BY WESLOCK INTL.OR HARLOCK WITH ALUM STRIKE MAIL, S' REM/() A'ACDVE LEAF LOOK STILE AS'FROM BOTTOM ^o I KEY OPERATED ON ETR.AND THUMB TURN ON INTERIOR. piA pypa g n a° CONVVIlIONAL DOOR KNOB BY W£SLOCK INTL.OR NAR9.00 WITH ALum STRIKE PLATE 6 I y au9(a) At ACTIVE LtAF LOCK STILE 38'FROM BOTTOM. draW4 g....... NOTf,FLUSH BOLTS ON ACTIVE da INACTIVE LEAF MUST BE ENGAGED DURING PERIODS W04— OF HURRICANE WARNING. -- (anoet 10 W 71) •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SME SME TOP DOOR CORNER PROwwr"Vo" LEE CORNER 4 'g �IN-'n-� ODOR SILL CDRNL SIMM STAF polrom CORN xw W04-81_ 000 00: .0. 0 0 00 0 0.• 0 0:0 .01 .0. • 0 0 0 00* 0 6:0 0:6 V: : 0•0. 1%