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WS-13-1494 Miami Shores Village a i ldin Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 o Tel:(305)795.2204 Fax:(305)756.8972 ---- _ INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 L� BUILDING Permit No. PERMIT APPLICATION Master Permit i Permit Type: BUILDING ROOFING JOB ADDRESS: 1 vC- City: Miami Shores ®� County: Miami Dade Zip: Folio/Parcel#: 1 d V.� �� 1 02_ Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): C Address: `' A City: W� Y fate: _C® Zip: TenandUssee Name: Phone#: Email: �LS �-- _2 q(P �2- �( CONTRACTOR:Company N one#: Address: �� City: Ka Y- �® State: Zip: ll '' c Qualifier Name: r ff l �j Phone#: -7(3(D 4�Y CY?J State Certification or Registration#: C 6) tJ Qertificate of mpetency# Contact Phone#: 5 �� D C� 1 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: UAddition teration ONe 1]Repair/Replace ODemolition Descri tion of Work: 6—VVS Color thru tile: C ad Submittal Fee$ Permit Fee$, CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ IR`,� TOTAL FEE NOW DUE$ i l� ` 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 A lication is hereby made to obtain a permit to do the work and installations as indicated. I ce that no work or installation has PP Y Pe �` 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 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 after the building permit is issued In the abs of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me thi a foregoing instrument was acknowl ed before me thi day of Qt ,20 �y 1� �y of V - ,by who' perso ly kno me or who has produced who is rsonally known t or who has produced As identification and pr9g� pp(yN��, pP as identifi��n and =1_+a�i °v{�-F-�� Y� APP o 0�'DA SO I�6bM!"' qv � Pa �'.1¢v +"S�UViYS� • �� li NOTARY PUBLIC: rQ1111 r NOTARY PUBLIC: ft/i�'COS1AMISSIOE9��® 50095 � ��e�P��1BS3ION ��5009� EXPIRES January 05,2014 : m F�ft�IF4ES January 05,2014 Sign: , e X953 �/��i4rdallotarvSsBVice.com sign. e Print o-?p co'A !�7E>Y--) 1 t Lci Print: My Commission Expires: My Commission Expires: APPROVED BY �! l Plans Examiner Zoning Structural Review Clerk (Revised 3/1212012)(Revised 07/10(07)(Revised 06/10/2009)(Revised 3/15/04) 1999-01-01 00:00 _80 Koweas 1841 Install P 1/2 ,a IN THE CMC.'UIT COURT OF THE 11'x"JIMCIAL CIRM IT IN AND Fes!DA DE COUNTY,KA)MA CASE?A VL- 11-3134 CP 03 IN RB,' BTATS 441 : ANTHONY L XHALEEL f ' ORDER DETUMMUM m"PROPXRTY +t3nr P+stitkrrn of leei fbr an-meter��the Hwaateaad of dw above Daft,to Coant finding dmt#dI Interested Iperacne towing goon saved pr*W Notion of this Hearing, or have valved Watim lbereof, that dw msww allegations of the Pationn w Mon dtat Vocedent,was dmicAlaxl in Bade County,Florida at die time of his dam;that the Dwedaaat was servivcd by obels KbWW,who fs wm Ow decedenfs slam,and 69 at do drat of Decedanfs death,be owned wftbi rval pvp"daalaAbed in the P60m it is AA'R1ID that Ida fanow lg desm bad p oMW axoftW dw homestead of the orb Doodm wlthi>t#m meWfig of SeWoo 4 of Ardala X osftoed i ds C tedion: Lot 3f,Sim*2 Nov tali Si►"Sown ea owdit to the t dwr ad mcardW is Ple€t Back$1,Pop So of the Milo of Vwk Cw*, - p"dwa w 130fii.'4V« ADAWE0 MRTMM dw the ant was not wvfvcd by mime*children or a spim ABED 1 IFAS$dw the above dowiW popft doweWcol to Whale K%&W,In With Florida SMM 732.103 end 732AOI Sovemito the dew SAd d tbWw of bamcftld and Westou PpOWyt aW it is AWILI11GM FURTMaUt Ow as MIaMle lam Is the }s h*at low,bur interest in ft let's howwowl is frft of claims,wedhors,and cam and eqcnin isf 6 rninietrstion(w Alrtiole•7, Secdon 4(a)of ft Constitution ofttta Stet of Fkn i& Contrated COPY OUUWD ft day 711 16.291 ' CrACUTT COUkT t. Sava Ftiodman,Esq. 2. Disco Beak,o/'d DCb4 SUM US,7601 Pam Avenft S.,Sutic,A-W,MiWftjK4 a,1 J 1999-01-01 00:00 80 Kowe's 184' Install P 2/2 354 "';Ms*RIM=mimbom 7581 '11:,759067L 7586"3.8225258 3. Wed Ae Imo. for Blink of AmwIM 7171 Mfty RwA P.12, Bm 6183, owkb4 NE 6810"183 4, PhUp & Ccbm Amdates LUL 1 Jusd 'i' ' 01. I�►E IS�B e �r 0 Rehmmi# 18344'22 '(Cib-bukNJL SM64) 5, Aumian Rocovery i o,fir,,555 6t.GaAs Ddm Sub 110,7houmd 0,CA. 91360,Fm 8115 37+,x-853!0,Iehrow:2575 woug 12117301 +6. Ed ft EaWmrims6 hw,.,,PO,Box 610669.Nw*Ming*FL 332610 7. MaCetlty, Buts=A Wolff, 2M Comm Ind.,ClavaL" OH 44146, Faw 440-735- 5110.11 vw.Chibmik,NA.of Hum Wit,m=uat mWinS 2575. S. DiveaMed alt ,W.,P.O.Box 571,Fait Milo SC 297M.0571 9.' D ed Camkw s, In., P.O. Box $51262, , FL 32256, Mum= i AT&T 1*Wft,ww=4010 . 10.Bank Und, co KAW&AM , P.A..8201 Pon 1 "W, P1ea*tr a, Fknidik 33324 Refffem, 1246879W 11.Bank UuM4 211$5 Bbcam Blvd.,Avon#^FL 33184, Lm 510MO499 i , , a NOTICE F COMMENCEMENT OR b" 28730 Ps 34521 (fps) RECORDED rf7f24/2013 12913:19 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION HARVEY Clitilld g C:LEHI°d OF COURT q IIIAHI-DADE C:OUNTYr FLORIDA PERMIT NO. 13- 1 TAX FOLIO NO. ? B'AS'T PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: t � I �a d 2.Description of improvement: ?j 3.Owners)name and address: Interest in property: Name and address of fee simple titleholder _# 4.Contractor's name,address and hone number j��g , g� '� j ;t 3 S.Surety:{Payment bond required by owner from contractor,if any} Name,address and phone number Amount of bond 6. Lender's name and address: il � 7.Persons within the State of Florida designated by Owner upon o ery °ed Section 713.13(1)(a)7., Florida Statutes; Name,address'and phone number. AJ Y 8.In addition to himself,Owners designates the folloWin 9#�rson{s vid IaCon g 713.13(1)(b), Florida Statutes. Name,address and phone number-O)A" .1 9.Expiration date of this Notice of Commencement: {the xph aflon date is 1 year from the date of moording unless a different date is specifled) 3 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPiRAnON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR 4 IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION,IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)o O n )or.Q n r{s}' arize fflc (Director/Partner/Manager Prepared By ZL Prepared By Print Name Print Name Title/Office kA qO_lyll Title/Office I CA STATE OF FLORIDA COUNTY OF MIAMI-DARE { The foregoing instrument was acknovA ed beo p this sy of ' By '? Individually,or Uas for Personally known, or U produced the following type of.identification: Signature of Notary,Public: Print Name: (SEAL) " VERIFICATION P`IRSUANT TO SECTION 5256 FMO > er' QWWWA Under penalties of perjury,I declare that I have read the foregoing and a > My COMMISSION f DI�9 that the facts stated in it are true,to the best of my knowledge and belief. E P4R 5 January 03, Ci1 i 4,g ` .i , M53 Fto1£a fo4ary5ea�:ce.com Signatur f Owner(s)or Owner{ )s uthorized Offi r, irector/Partner/Manager who sign �-- By By 123.01-52 PAGE3 3110 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-194662 Permit Number: WS-7-13-1494 Scheduled Inspection Date: October 24,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:320 NW 112 Terrace Miami Shores, FL Phone Number Parcel Number 1121360010250 Project: <NONE> Contractor: LOWES HOME CENTER INC Phone:4071370-2872 Building Department Comments REPLACE 14 WINDOWS 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. I October 23,2013 For Inspections please call: (305)762-4949 Page 7 of 30 �- .. -. � }W€cS /illwcrk Site Plan Dinm CPO- �r2 12 ... rr JZ°!S� � 3 '�.1•�/'t ,��/'{ 137s� ��irrC��r� 1p?�9Sb; �...�.. �..�.` 4... :�_.,_. t..:_ . {1`f7d7°I� 4 �� .1 3 14 /G9 f Lam? «,yr -� ---} -- - y V'f , } ~-�- ,• 'fit r t - � -• 017✓ �'� � »s i :� �---� 0,1295/-` & 7 � ► +►+,y'► 16 _. a » 7 17 (fD7>/ 10 3d`1�a4 i , z 6n i «....,.. ... Corner p'�s c in - _- - � � t ' f gertY lrrFarMadan _ Structure:SFR—!A e Condo/TW6hs #of stories +ri' ; r • _ Mean roof-Eielgh#__yLength fff Wfdth --�it-- � "� Project:Windows T Doors -�_ - --. .._. �.._ arn'i"Sp-67 Vi Tag �V- C,ondoJTwnhse:Corner Unit(Y/N) if(Y)size: Doors:awerhang(Y/N): if{Y�sl a Custem er Mane• � r e�1t.. 4f� �*` OVEO DATE TE shutters p�resent(Y/N): kf(Y)type Address •�c�C+ �6+c..1tt1� ��J�k► �e rl i��G DEPT i "`Indicate alternate means of egress on drawing* +�'+�`#�' ✓ '•'� r ''� /�' *Indicate Interior layout to include bedrooms* *Measure all openings to apply 25% �.I�* - -- I, ' Wf r-i ALL FEDERAL CO HULvS AND REGULATIONS .J • 6/24/2013 WIND'10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 1327 CROTON COURT WESTON FLORIDA 33327 PHONE 954 559-0290 AR#094792 Description: M. KHALEEL 300 NW 112TH AVENUE MIAMI SHORES, FLORIDA User Input Data Calculated;Parameters Structure Type Building Importance Factor 1 Basic Wind Speed 175 mph Hurricane Prone Region(V>100 mph) Struc Category I, ll, III,or IV II Table 6-2 Values Exposure B, C,or D C Alpha 1 9.500 Struc Nat Frequent (n1) 1 Hz zg= 900.000 Slope of Roof 4.0 :12 Slope of Roof(Theta) 18.4 Deg Type of Roof Hipped Kd Directonali Factor 1 Eave Height(Eht) 11.00 ft Ridge Height(RHt) 17.00 ft Mean Roof Height Ht 14.00 ft 990 46.00 ft At= 0.105 980 1 40.00 Ift Bt= 1.000 960 Bm= 0.650 950 Cc= 0.200 940 I= 500.00 ft 930 0.35 Epsilon = 0.200 920 No Zmin= 15.00 ft 910 900 8901 For rigid structures Nat Freq> 1 Hz)use 0.85 1 0.85 880 870 Zmin 15.00 ft 860 Cc*(331z)A0.167 0.2281 850 I*(zm/33)"Epsilon 427.06 ft 840 11 1+0.63* B+Ht/Lzm^0.63 )^0.5 0.9194 830 0.925* 1+1.7*lzm*3.4*Q/ 1+1.7*3.4*lzm 0.8826 580 6701 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 660 650 640 630 620 Condition Gcpi 610 Max+ Max- 600 Open Buildings 0.00 0.00 590 Partially Enclosed Buildings 0.55 -0.55 580 Enclosed Buildings 0.18 -0.18 570 jEnclosed Buildings 1 0.18 -0.18 560 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.1 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com k S r 6/24/2013 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 520 510 500 Kz Kzt qz Pressure Ib 1ft12 490 Windward Wall* Leeward Wail Total Sar Moment 480 ib/ft^2 +GCpi -GCpi +GC i -GCpi +/-Gcpi Kip-ft 17 0.87 1.00 68.33 39.35 53.57 -23.90 -9.68 63.25 82 5.82 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 98.93 15 0.85 1.00 1 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 186.21 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.821 273.50 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.821 360.79 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.821 448.07 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 535.36 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 622.65 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 709.94 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 797.22 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 884.51 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 971.80 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1059.08 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1146.37 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1233.66 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1320.95 15 0.85 1.00 1 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1408.23 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1495.52 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1582.81 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1670.09 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1757.38 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1844.67 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 1931.96 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2019.24 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2106.53 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2193.82 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2281.10 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2368.39 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2455.68 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2542.97 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2630.25 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2717.54 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2804.83 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2892.11 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 2979.40 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3066.69 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3153.98 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3241.26 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3328.55 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3415.84 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3503.12 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3590.41 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3677.70 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3764.99 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3852.27 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 3939.56 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.2 of 5 PDF Created with deskPDF PDF Writer-Trial :: hftp://www.docudesk.com c t 6/24/2013 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4026.85 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4114.13 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4201.42 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4288.71 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4376.00 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4463.28 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4550.57 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 5.82 4637.86 15 1 0.85 1 1.00 1 66.55 1 38.15 1 52.37 1 -23.90 1 -9.68 1 62.04 1 48.63 5046.22 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, CP Loads on Main Wind-Force Resisting Systems(Method 2) eta B h z I L Variable Formula Value -Units Kh 2.01*(15/z ^(2/Alpha) 0.85 Kht Topographic factor Fig 6-4 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 39.50 Psf Khcc Comp&Clad:Table 6-3 Case 1 0.85 Qhcc .00256*V^2*I*Khcc*Kht*Kd 39.50 sf Wall Pressur .Coefficients,Cp Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures)0.8 Roof Pressuire Coefficients,Cp Roof Areas - Reduction Factor 1.00 Calculations for Wind'Normal to 46#t Face Cp Pressure(psf) Additional Runs may be req d for other wind dkectfomr + Cpi -GCpi Leeward Walls(Wind Dir Normal to 46 ft wall) -0.50 -23.90 -9.68 Leeward Walls(Wind Dir Normal to 40 ft wall) -0.47 -22.89 -8.67 Side Walls -0.70 -30.61 -16.39 Roof-Wind.Normal to!Ride Theta>=10 -for Wind Normal to 46 ft face Windward-Min Cp -0.42 -21.10 -6.88 Windward-Max Cp 0.06 -5.14 9.08 Leeward Normal to Ridge -0.57 -26.18 -11.96 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.3 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://Www.docudesk.com t , 6/24/2013 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Overhang Top(Windward) -0.42 -13.99 -13.99 Overhang Top(Leeward) -0.57 -19.07 -19.07 Overhang Bottom(Applicable on Windward only) 0.80 45.26 45.26 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 40 ft face Dist from Windward Edge:0 ft to 28 ft-Max Cp -0.18 -13.15 1.07 Dist from Windward Edge:0 ft to 7 ft-Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge:7 ft to 14 ft-Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 14 ft to 28 ft-Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge:>28 ft -0.30 -17.18 -2.96 *Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(15/zg)^(2/Alpha) = 0.85 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 39.50 Theta= Angle of Roof = 18.4 Deg ` 3 ��k " Ttwswme bimcom L .. oIfudinW r Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh Min P Max P s s s 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 1 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 1 -53.08 1 -29.12 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.4 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com 6/24/2013 WIND1O Detailed Wind Load Design (Method 2) per ASCE 7-10 *p=qh*(GCpf-GCpi) Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft 15 Ht 4 4 ' 2. 15 5' a a .` a a Hipped Roof 7 <Theta<=27 a= 4 =_> 4.00 ft Double Click on any data entry line to receive a help Screen Component Width span Area Zone GCp Nind Press(Ib/ft" (ft) (ft) (ft"2) Max Min Max Min 1. NOT DOING 2.(2)WINDOWS 3 3 9.00 5 1.00 -1.40 46.61 -62.41 3. 2 WINDOWS 3 2 6.00 5 1.00 -1.40 46.61 -62.41 4.WINDOW 3 3 9.00 4 1.00 -1.10 46.61 -50.56 5. (2)WINDOWS 3 3 9.00 5 1.00 -1.40 46.61 -62.41 6. (2)WINDOWS 3 3 9.00 5 1.00 -1.40 46.61 -62.41 7. 2 WINDOWS 3 4 12.00 5 0.99 -1.37 46.06 -61.31 8. (2)WINDOWS 4.58 4 18.32 5 0.95 -1.31 44.78 -58.74 9.WINDOW 3 4 12.00 5 0.99 -1.37 46.06 -61.31 10.WINDOW 3 3 9.00 5 1.00 -1.40 46.61 -62.41 11.WINDOW 3 3 9.00 4 1.00 -1.10 46.61 -50.56 12.WINDOW 3 3 9.00 5 1.00 -1.40 46.61 -62.41 13. (2)WINDOWS 3 3 9.00 4 1.00 -1.10 46.61 -50.56 14. 2 WINDOWS 4.58 6.66 30.50 4 0.91 -1.01 43.23 -47.18 Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. Developed by Mace Enterprises,Inc.Copyright 2006 Page No.5 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com Florida Building Code Online Page 1 of 2 MM F BCIS Home I Log In I User Registration Hot Topics 1 Submit Surcharge Stabs&Facts Publications FBc staff BCIS Site Map Links Search I Product Approval USER:Public User R qula V-em t vi c) 21315 ,Co l7,, 1 Product Approval Meng>Product or Application Sig arch>Application Ost>Application Detail FL# FL12956-R2 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeid-wen.com Authorized Signature Janet Gerard fix @geld-wen.com Technical Representative Jason Kentola. Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (541)882-3451 Ext2921 jasonka @jeld-wen.com Quality Assurance Representative Address/Phone/Email Calory Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miaml-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201 202 203 1994 Equivalence of Product Standards Certified By 1 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 0 ,- Yes No �:�N/A FL12956 R2 COC SA12956 stoned and Product Approval Method Method 1 Option A Date Submitted 12/28/2011 Date Validated 12/28/2011 hq://www.floridabi lding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQF... 7/2/2013 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval Date Approved 01/06/2012 Summary of Products Pt.# Model Number or Name Description 12956.1 Premium Atlantic Vin I Horizontal Slider 8200 74x62)Insulated Glass 3/16'-3/161 Annealed) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12956 R2 C CAC 10-09 3 DS nrif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/03/2016 Design Pressure:+50/-55 Installation Instructions Other: E12956 R2 II 10-D913,05, f Verified By:Miaml-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12956.2 Premium Atlantic Vin i Horizontal Slider 8200 74x54 Insulated Glass 3/16'-3/161 Annealed Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12956 R2 C CAC 10-0913 05 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant No 03/03/2016 Design Pressure*+65/-70 Installation Instructions Other: FL12956 R2 II 10-0913.05.odf Verified By:Mlami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12956.3 Premium Atlantic Vinyl Horizontal Slider 8200(74x62)Insulated Glass(3116°Annealed-5/16° SGP LAM Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12956 R2 C CAC 10-0913.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/03/2016 Design Pressure:+50/-55 Installation Instructions Other: FL12956 R2 II 10-0913,06.odf Verified By:Miami-Dade BCCO-CER dent Third Party: Evaluation Reports Created by Independent Third Party: 12956.4 Premium Atlantic Vinyl Horizontal Slider 8200(74x54)Insulated Glass(1/ Baled-5/16° PVB LAM Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12956 R2 C CAC 10-Q9j3 nr ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,Yes 03/03/2016 Design Pressure:+50/-55 Installation Instructions er: FL12956 R2 II 10-0913.06.odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports ated by Inde endent Third Party: 12956.5 Premium Atlantic Vinyl Horizontal Slider 8 ass(1/8'Annealed-5/16° SGP LAM Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12956 R2 C CAC 10-0913.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/03/2016 Design Pressure:+60/-65 Installation Instructions Other* FLi2956 R2 II 10-0913.06.odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street Tallahassee FIL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrisht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida taw,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 electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (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 emails 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, please provide the Department with an email address which can be made available to the public.To determine if you are a licenses under Chapter 455,F.S.,please click here. Product Approval Accepts .SecuritYm h-rluc%r r"MINKIM . . http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv4i95TD/D2bUQF... 7/2/2013 a MIAMI DADE COUNTY,FLORIDA. PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(]BNC) 11845 SW 26h Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) www.m►amidade.aoy/krui►dina Jeld--Wen,Inc(OR) 3737 Lalteport Boulevard Klamath Fa11s,.OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Section and accepted by the Board of Rules and Appeals(BORA)to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use.of such product or material within their jurisdiction. BORA 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 `Premium Atlantic Vinyl 8200"Whyte PVC Horizontal Slider Window—LMI. APPROVAL DOCUMENT:Drawing No.10—MN-0016a,titled"Series Premium Atlantic Vinyl 8200 Horizontal Slider Window—Large Missile Impact Resistant"..sheets 1 through 10 of 10,dated 06/29/10 with revision"42"dated 01/21/11,prepared by Engineering Express,signed and sealed by Frank L.Bennardo,P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant. LIMITATIONS:This Miami—Dade County Product Control Approval Does NOT Comply With The Small. Missile Impact Resistant Requirements For Insulated Glazing Per FBC 2007. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami—Dade County Product Control Approved",unless otherwise 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 tot inination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1,evidence pages E--1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. iar�Fa oe rrrry NOA No. 10-0913.06 Expiration Date: March 03,2016 2 I it Approval Date: March 03,2011 Page 1 ii eld—01r en,Inc(OH) r NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 10-IWN-0016a,titled"Series Premium Atlantic Vinyl 8200 Horizontal Slider Window-Large Missile Impact Resistant",sheets 1 through 9 of 9,dated 06/29/10 with revision"02"dated 01/21/11,prepared by Engineering Express, Inc., signed and sealed by Frank L. Bennardo,P. E. B. 'PESTS 1. 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) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of PVC Aluminum Window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3626-1,revised,dated 08/02/10,signed and sealed by Gerard J.Ferrara,P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 6) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 7) Water Resistance Test,per FBC,TAS 202-94 8) Large Missile Impact Test per FBC,TAS 201-94 9) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of PVC Aluminum Window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL--210 3626--1,dated 11/17/09,signed and sealed by Gerard J.Ferrara,P.E. C. CALCULATIONS 1® Anchor calculations and structural analysis,complying with FBC-2007, dated 09/07/10, prepared by Engineering Express, Inc.,dated 02/04/11,signed and sealed by.Frank L. Bennardo,P. E. Complies with ASTM.E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Class@ Interlayer"dated 05/26/2010 expiring p on 01114/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont ont DeNemours&Co.,Inc, for their"DuPont Dutacite®PVB " In terlayer dated 12124110 expiring p g on 12!11/11. Jaime D.Ga can P.E. Product Control Section 5upertvisor NOA No. 10-0913.06 Expiration Date: March 03,2m Approval Date:March 03.2011 E-1 r r Jeld—Wen.Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) F. Notice of Acceptance No. 10-0909.05 revises 99-0113.05 issued to Mikron Industries, Inc. (a division ofQuanex)for"White PVC Extrusions for Windows and Doors qualifying for AAMA 303,Voluntary Specification for Poly(Vinyl Chloride) (PVC) Exterior Profiles by AAMA Fenestration Exterior Profile Certification Program" dated 10/01/2010,expiring on 9/30/2011. F. STATEMENTS . 1. Statement letter of compliance with the FBC 2007, dated September 07,2010,signed and scaled by Frank L.Bennardo,P.E. 2. Statement letter of conformance and no financial interest, dated September 07,2010, signed and sealed by Frank L, Bennardo,P. E. 3. Laboratory compliance letter for Test Report No. NCTL 210 3626-1,issued by National Certified Testing Laboratories,Inc.,revised,dated February 04,2011,signed and scaled by Gerard J. Ferrara,P. E. 4. Laboratory compliance letter for Test Report No. NCTL-2103626-1, issued by National Certified Testing Laboratories, Inc.,dated July 30,2009,signed and sealed by Gerard J.Ferrara,P.E. G. OTHERS i. None. Jaime D.Gascon,P.E. Product Control Section Snpertvisor NOA No.10-0913.06 Expiration Date: March 03,2016 Approval Date:March 03.2011 E-2 I PREMIUM ATLANTIC VINYL SERIES 8200 H®RIZONTAL SLIDER °`� "°'PE., LARGE MISSILE IMPACT RESISTANT a MAX FRAME WIDTH GENERAL NOTES �® (EXCLUDING NAB.FIN OR SNAP-ON FLAN 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH GE) THE 2007 FLORIDA BUILDING COpE FOR USE WITMN AND OUTSIDE THE HIGH VELOCITY ui d HURRICANE ZONE PER TAS 201,ALL OR &ASTM E N 00-04 STANDARDS.STRESS SYSTEM. WIND LOAD DUURRATIION FACTOR Cda 6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. fiT 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM UI Uzl SHALL BE DETERMINED BY OTHERS ON A 708-SPECIFIC BASIS IN ACCORDANCE WITH THE $ I I / GOVERNING CODE. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A W 9 $ I SPECIFIC SITE. FOR SITE COND11'IONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A fy y� LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS j 1 AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN SITE WITH THIS o j I S. FOR INSTALLATIONS UP TO 30'MAX ABOVE GRADE THE SYSTEM DETAILED HEREIN IS to ° I LARGE MISSILE IMPACT RESISTANT AND DOES NOT REQUE ADDITIONAL IMPACT PROTECTION. q I STEEL REINFORCEMENT 6. FOR INSTALLATIONS GREATER THAN 30'ABOVE GGRRAADDE,THE SYSTEM DETAILED HEREIN j THROUGHOUT INTERLOCKS, SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING WHEN INSTALLED WITHIN I SEE HORIZONTAL SECTIONS WIND-BORNE•DEBRIS REGIONS AS DEFINED IN ASCE 7-05. t I 7. PERMIT HOLDER SHALL VERIFY THE AD�Q��ppCY OF THE EXISTING STRUCTURE TO I WITHSTAND PROPERLY TSUPERIMPOSED T PNFLADS TO THE EXISTING-oST UCCTUURRE(�oTHERSj SHALL BE ANCHORED a i z 8. ALL BOLTS @ WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL 9. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FLWSMOIWUV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE-NOTED BUILDING CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS A10ALL S71_EI.IN CONTACT WITH AUJMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN c I n5 PP��O aaa�� I THE ABOVE-NOTED BUILDING CODE. O n O GLAZING TYPE �~ 1 /8°INSULATED LAMINATED Sri 33.438°MAX D.L.O.WIDTH 33.438°MAX D.L.O.WIDTH tJ S 3IN ON ACTIVE SASH I ON FIXED SASH Zf 3/8-GAP °ANNEALED p� i SASH I 1 CAM LOCK ANNEALED 8 90E A ASSEMBLY,LATCH YER a g a°ANNEAL (2)0.25°X0.15° j E LOCATED 7° FROM ED ¢ WEEPHOLES IN SASH j -EACH END BOTTOM RAIL,0.310" I DOW CORNING 995 FROM EACH STILE / STRUCTURAL SILICONE a I / 5/8°MIN. " `e a GLASS SITE 2 (2j 0.75°x0.15° 7ASS RIO NOTE:XO CONFIGURATION SHOWN HERE. 7 WEEPHOLES IN XO AND OX CONFIGURATIONS APPROVED. FRAME SILL,2.5° FROM EACH]AMB ETTING SUPERSPACER TYPICAL 74x62 FRAME ELEVATION BLOCKS(85 BYEDGETECH 1 W THRU FRAME OR NAIL FIN ANCHORAGE DUROMETER) 1 N.T.S. EXTERIOR ELEV SEE GENERAL NOTES S5 AND#6 2 GLAZING DETAIL MINIMUM ALLOWABLE 1 N.T.S. VERT SECTION 10-JWN-00168 DESIGN PRESSURES a oz WITH GLAZING TYPE'A' A „'a A�8w+du PAOHCQBCRlPiinN, +50 PSF M ft- f -55 PSF S 6 s 1 Y 74°MAX FRAME WIDTH eFWMROO,P. (EXCLUDING SNAP-ON FLANGES 74°MAX FRAME WIDTH i`•{ (EXCLUDING NAIL FIN) 1 j CLUSTER OFt8)ANCMOF 1 AT TOP AN17 BOTTOM OF 7/p°O.G VERTICAL,SPACED 3°O.C. 3°TYP. MAX,TYP. 13/4° I� 6°O.C. AT END OF VERTICAL, 1314° 3°MAX _ ___ ttt 3°MAX MAX I" ' I NN(,TYP. TOP AND BOTTOM. � 2�° rn 3°MAX I + I j lJ L------i L f 3°MAX j 2 j 1 j AN MAX E Ij - HRROUGGHH FLANGE, / } •+' _ + TYPICAL ALL SIDES } i Z n 0 it t9 MAX, X 0 C.YP. , Z •�i w } ,T i .a q i W� z 8°O.C. m z C� o MAX,TYP. 7?/q•O.C. Ij MAX,TYP. B° ® ; ® O. a i; c TYP. i a , DENCITf3 ANCHOR THROUGH NAIL FIN, TYPICAL ALLSIDES / .. g 3 1/4 r+ S fl 3*MAX ♦ 3°MAX MAX 3°MAX 1� 13/4° �„ �_ 3°O.C. 13/4-1 3 + 3•TYP. ?�/s O.C. 3°MAX MAX MAX,TYP. (1)ANCHOR CENTERED MAX my� w g _ .-_-MAX,TYP. AT END OF VERTICAL, PI ]]] g CLUSTER OF(6 ANCHORS TOP AND BOTTOM. AT TOP AND BOTTOM OF VERTICAL,SPACED 3°O.C. �1 ti NOTE:X �_NOTE,XO CO NFIG�FIN�N�AN ER.XO AN D OX CONFI 1 74x62 F E. NATION a x AIL ELEVATION 2 N.T.S. RIOR ELEV N.T.S. EXTERIOR ELEV ANCHOR SCHEDULE. ANCHOR NOTES: RAJ p TO HOLLOW f3TLOCII OR 3191 PSI MIN CON(liET6 HOST ALLO V Y AB LE SMUCWR 1. SEE ANCHOR ELEVATION FOR ANCHOR 7ION5 AND/OR SPACING. , • 1/4°ITN CARBON STEEL TAPCONS THRU 1X OR 2X WOOD 2. ANCHORS SHALT.BE INSTALLED IN RDANCE Wl'fFl MANUFACTURERS'RECOMMENDATIONS. 3. ENSURE MINIMUM 2-SJ2°EDt.',�,DT ANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. DESIGN PRESSURES BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH ld/4° pgE.ntrunr,c c°�N'fO NARROW FACE OF WOOD STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF WITH GLAZING TYPE'A' MIN EMBED AND 1°MIN EDGE DISTANCE. NOMINAL 2x{MIN WOOD STUD(i.e.3 4•EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. WOOD H( STRUCTURE SHALL BE°SOUTHERN FIND G-0.55 OR GREATER DENSITY. +50 PSF TO WOOD BUCK OR HOST STRUCTURH(G-O.SS MIN WOOD)s 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE D]STANCE EXCLUDES Q • #14 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION FOAM BRICK,AND OTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIO�JS DETAILED A&gT AND 3/4°MIN EDGE DISTANCE. HERQN WITHIN{THE HVHZ A ONETIME SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADS BUILDINb CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT -55 PS F • 114°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY REQUIRE A ONETIME 3/4°MIN EDGE DISTANCE. SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR THU1T SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED 10 J W N-0016a AND SEALED B STI Y A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE 67gUTION. TO 16 GAUGE MINIIMUM STEEL STUD: 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS • #14 SAE GRADES SHEET METAL SCREW WITH FULL THREAD ARE INTO ADEQDATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. OcAm 102 ENGAGEMENT THROUGH STUD AND 112°MIN EDGE DISTANCE S. OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO A W as CNe YR+B Wuhtho PAR®Dld:flaprAgn: usw THE EXISTING STRUCTURE. N�� Ila { r t� +i ! GLAZING TYPE A �'""x` 9 '`��: 74°MAX FRAME SNAP-ON 7/8'INSULATED LAMINXTED (IXCLUDING NAIL FIN OR SNAP-0N FLANGE) 290.ANNEALED %e ANNEALED \ GP NT UERLAPONT YFR V/°ANNEALED rn DOW CORNING o p £ 2 j STRUCTURAL SILICONE Nor s 5/8°MIN. �j U STEEL REINFORCEMENT 8 GLASS SITE W THROUGHOUT INTERLOCKS, Z Q > SEE HORIZONTAL SECTIONS E O INTERIOR fhn a m z zGBLLOCKS(85 W i~rG' lu i DUROMETER) j .t = T x x � SUPERSPACER BY O w EDGETECH 10 GLAZING TYPE 7/8°INSULATED LAMINATEDANNEALED 13/32°GAP J/�' g �yT a N a W ANNEALED J SGP I°NTERLAYEi Ve ANNEALED 33.438°MAX D.L.O.WIDTH 1 33.438°MAX D.L.O.WIDTH ON ACTIVE SASH ON FDCED SASH T DOW CORNING 995 ! T SASH CAM LOCK STRUCTURAL SILICONE i ASSEMBLY,LATCH K T LOCATED 7°FROM 5/8°MIN. o C a (2)0.25"x0.15° EACH END 8 GLASS BITE U!R BOTTOM O RRAAIL,0.31 FROM EACH STILE INTERIOR FFFddd / ' S GLAG p 5 i DUROMETER) (2)0.75')0.15'S IN SUEpG��BY � 8 OTEi XO CONFIGURATION SHOWN HERE. 7 WEEPHQLES IN XO AND OX CONFIGURATIONS APPROVED. FRAME SILL,2.5° FROM EACH IAMB GLAZING TYPE C TYPICAL 74x54 FRAME ELEVATION /8°INSULATED LAMINATED 1 W THRU FRAME OR NAIL FIN ANCHORAGE 13/32"GAP R.ANNEALED 3 N.T.S. EXTERIOR ELEV N / 0.090°DUP•Qj+JT S { Ys. PVB UdTER j W ANNEALED . DOW CORNING 995 STRUCTURAL SILICONE _ 5/8°MIN. ALLOWABLE B GLASS SITE DESIGN PRESSURES RIOR INTERIOR 7A GLA 'A- _ F GLASS SETTING 10-JWN-0016a TNG'B': +60/-65 PS Du OME(rM) Y GLAZING .. - J SUPERSPACERBY �— - 02 EDGETECH I,*,w"h m P.A2e DY8f.BIWIIDt�U da f SEE GENERAL NOTES#5 AND#6 O � +El6G 2 GLAZING DETAILS MINIMUM 3 N.T.S. VERT SECTION ' 74°MAX FRAME WIDTH L aeRtaaa 4', , 31 (EXCLUDING SNAP-ON FLANGE) 74°MAX FRAME WIDTH CLUSTER OF((9 ANCHORS (EXCLUDIN7AT' AT TOP ANtj BOTTOM OF °O.C. AYeaiOR CENTERED VERTICAL,SPACED 3°o-, {�}'3°TYP. MAX,TYP. 13f4° $°O.C. END OF VERTICAL, 1 3/4° 3°MAX -,^'----^- 3°MAX MAX MAX,TYP. OP AND BOTTOM. M-} 2M3//44° co ` 3°MAX I i 3°MAX THROUGH FLANGE, / j W M U MAX TYPICAL ALL SIDES tI 1I lJ� aW�z�� I ; SO/,"0.0 m Lzi MAX,TYP. p Z MAx,Trn. $°o.c a Z 66 i w M TYP.w t4Ak,Trn. 4 � ' DENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES / s f•; _ c� H� 3 114 3•MAX � 3°MAX MAX 3 1/4° 13/4° ��, B°O.C. 13/4° MAX 8 9•MAX / 3°TYP. 6%°O.0 3°MAX MAX MAX,TYP. (1)ANCHOR CENTERED MAX J ^ yrMAX,TYP.� AT END OF VERTICAL, 't�3• CLUSTER OF(91 ANCHORS TOP AND BOTTOM. g ATTOPAND BOTTOM OF ps VERTICAL,SPACED 3°O.0 XOOAND XO CONFIGURA170M SHOWN HERE.X CONFIGURATIONS APPROVED. XO�AND XO CONFIGURATION X CONFIGURATIONS HAPPROVED. 'a 1 74x54 FRAME: THRU FRAME ANCHOR ELEVATION z 74x54 FRAME: NAIL FIN ANCHOR ELEVATION 4, N.T.S. EXTERIOR ELEV ,4 N.T.S. EXTERIOR ELEV ANCHOR NOTES: ANCHOR SCHEDULE: 1. SEE ANCHORELE AETI ONFORANC HORL.00ATIOSANDIORSPACSNG f 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S TO C RERS'RECOMMENDATIONS. ALLOWABLE TO HOLLOW BLOCK OR 8182 PHI MIN CONCRETE HOST 3. ENSURE MINIMUM 2-1/2°EDGE DISTANCE FOR ALL ANCHORS 70 CONCRETE&TO HOLLOW DESIGN PRESSURES OT 1/1IT BLOq�, OT ]./4•ITW CARBON STEEL TAPC)ON5 THRU 1X OR 2X WOOD 4. WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING ANCHOR SHALL BE BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4° LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(Le.3/4°EDGE D15TANC a IS ACCEPTABLE FOR MIN EMBED AND 1°MIN EDGE DISTANCE. ANCHORS TO WOOD PRAMING). S. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE'G-0.55 OR GREATER DENSITY. GLAZING IN: +50j-55 PSF TO WOOD BUCK OR HOST STRUCTURE(0v0.65 MIN WOOD)! 6. ANCHOR REQQUUIREMENTS AS SHDWN HEREIN INt1UDIN0 MINIMUM EMBEDMENT AND EDGE , , o #14 WOOD SCREWS WITH 1-1/21 MIN.THREAD PENETRATION DISTANCE,E%C2UDES STUG� FOAM BRIt1C,AND bTHER WALL FINISHES.FOR SITE CONDITIONS GLAZING B: +60/-65 PSF AND 3/4°MIN EDGE DISTANCE. NO'RC EoF ASP ANE(�NSDW�.LOBfcc�APDP�I.IAb FOREANb SE�fURIDED RROM TH�AMIAMI D DE BUI DING�C.ODE GLAZING tC`: +50J-55 PSF • 1/4°LAG SCREWS WITH 1-1/2"MIN.THREAD PENETRATION AND CJOMPLIANa OFFICE PRODUCT'fXUNTROL DIVISION.FOR SITE CONDI7TONS DIFFERENT FROM THE 3/4•MIN EDGE DISTANCE. GOND]7IO. DETAILED HEREIN OUTSIDE THE HVHZ,THE BUILDING OFFICIAL.MAY REQUIRE AONE-TIME SO']W N-00168 SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED OR THAT S11'E SPECIFIC DOCUMt7V7'S BE TO 16 GAUGE MINIMUM STEEL STUD: PREPARED,SIGItlEQ DATED AND SEALED BY A LICENSED ENGINEIR OR REGISTERED ARCHITECT',WHICH QE LAND 7USTlF{THE DEVIATION. p2 o #14 SAE GRADES SHEET METAL SCREW WITH FULL THREAD 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD App[ovodae pFn$wHh i6a ENGAGEMENT THROUGH STUD AND 112°MIN EDGE DISTANCE. VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. p�Hdp $. OPTIONAL PRESSURE TREATED WOOD BULKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS To THE EXISTING STRUCTURE. B 1 i i • FRANK L�BEFfNARDD,PB OPTIONAL PRESSURE q( TREATED �• WOOD BUCK BY OTHERS EXISTING HOST } EXISTING HOST 1/4° STRUCTURE rn . STRUCTURE MAX INTERIOR 1/4° U ' SHIM MAX Z 8,4 ANCHORS igh SHIM PER ANCHOR 7 J AN PER W 1��vvv®nnn� YI' i 50tiEp4tE ANCHOR W I yr;I', / KEEPERS NOT SHOWN FOR S EDULE Z W �j l CLARITY. 1 KEEPER PER > u� " ,'THEE�)I��EDKTO EMBED. 9 FLAAT H @AU 5 O TAP NG EMBED. �y SCREWS EACH 9 .7 OPTIONAL SMEN s yxti � i ,¢�', 3 1 5 4 8 ?4sM;M1.;I,...x 4_ay::�.r•.:.t EXTERIOR FI asHs PERIMETER CAULK 1 s�,�%`y''`j f•�A^"q"=, BY OTHERS BY OTHERS B PERIMETER CAULK ..e...rt�ro:r....;•syrr,• 1 74x62 FRAME: THRU FRAME SECTION BYO7M BBYO iERS 5 N.T.S. HORI'L SECTION le NOTE:SEE ANCHOR ELEVATIONS FOR ANCHOR r LOCATIONS AND SPACW GS.SEE FOR SCHEDULE O IST 1/4° FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. EDGE MAX 1/4" IST• g EDGE SHIM SNTpt10A SHIM ro EDGE EXISTING Q DST• 6=0.55 MIN EXISTING q WOOD HOST 7 G=0.55 MIN STRUCTURE WOOD HOST KEEPERS NOT SHOWN FOR STRUCTURE RampKEEPER PER (CAM qq�� ATTAC)CHED TO FLAATHEAp SELF'fAPPING 1 $ SCREWS EACH a° g Q MIN. WOOD ANCHORS:ix`,qt%: ------------- .;,;rt d�a":'r sd sl - 'r• /j lNOOD ANCHORS PER ANCHOR. :r;tf.zt J C: S7 `.''s4.- r .g,,,.'p._v ='=; , PER ANCHOR SC i t/LE,. .,yN.. r OPTIONAL , ,-�;.e, CJJ Q NAL 'y; r; .:S E g `ae•, •� •Ra' 'ti�t i SCREEN ta"ti +W :`f%'•; '' EXTERIOR BY OTHERS 1 5 4 8 9 d EXTERIOR FINISH 1 BY OTHERS PERIMEM BY OTHERS CAULK EXOR PERIMETER CAULK BY OTHERS 10-JWN-0016a z 74x62 FRAME: NAIL FIN SECTION APwovea� 7�svMm 14111 5 N.T.S. HOR2 SECTION Pla[WRB DRto 4i P at° 9@ ■ ..rw 3 i S $ • :2W4"'u',OPTIONAL PRESSURE WOOD BUCK BY OTHERS EXISTING HOST I EXISTING HOSSTT 1I4° MAX STRUCTURE { PER STRUCTURE 1 / V N A SHIM VIA. ° 7 AN ORS PER SCHEDULE ANCHOR W jKEEPERS NOT SHOWN FOR SCH ULE „g t CAM LOCK,�lATi�OC TO < IJ m Z (THE FD0g3��INTERLOCK W EM�D. B FLAAT IM SON1PPING EMBED. gq� SCREWS EACH a -- --------- � o OPTIONAL SCREEN IS 5 I 5 4 g g I 5 EXTERIOR FIN �' 3:'T'",Kr.»"�.s `�^.y:'j•�•�-d• PERIMETER CAULK ;u`�a•',w'�%'Yt'a•; j'',*•q`'^� BY OTHERS BY OTHERS PERIMETER CAULK 1 74x54 FRAME: THRU FRAME SECTION sromERS s HERS FINISH 6 N.T.S. HORIZ SECTION I, O NOTE?SEE ANCHOR ELEVATIONS FOR ANCHOR £t CCOff iidd {� qa Ep,� LOCATIONS AND SPACINGS.SEE ANCHOR SCHEDULE (�z t tlg DTST. 1/4= FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. 1/4° DIST. 1 MAX EDGE SHIM INTERIOR SHIM EXISTING A*Ittl;N. EDGE G-0.55 MIN D1ST. DOSTING WOOD HOST 9 7 9 G-0.55 MIN C STRUCTURE STRUCTURE i KEEPERS NOT SHOWN FOR FCLARITY.(1�KEEPER PER IE IN�TEARLOgCTO (PART�A)W/(2)#Sxi g FSCESADEACA LF TAPPING IABN. `e��R,dry cdti< b'i::3 ...°d= s'...::z-a,t•ia•L y.Y,:o-h 4sac.;....,;.ai - �`iMa%gka.x.•• W ------------- PERANCHOR•��;•- f'z: r't+Slz:'"• �� v;;}^• v?;r:•s yW�UANCHORS i3m? •d .s _ w'i`t=•tir'w•PER ANCHOR qts 4 k tf s OPTIONAL �� .tk. 4?7 SS E SCREEN p,.;.• EXTERIOR FINISH ^?. .« '.• gp BY OTHERS I 5 4 g g By OTHERS PERIMETER CAULK exrEmog PERIMETER CAULK . BY OTHERS By OTHERS 10-JWN-00168 2 74x54 FRAME: NAIL FIN SECTION A „mlas , �,®o . eNt 02 6 N.T.S. HORIZ SECTION FloddnB (dl & ND 9@ 10l i EXTERIOR EXISTING G-0.55 FINISH BY MIN WOOD HOST ANCHORS PER EXTERIOR ornER � SrRUCruRE 1 FINISH BY ANCHOR SCHEDULE WIPER ANCHOR OTHERS Yew: ` EDGE .�X SCHEDULE uy. ggg PERIMETER r E DIST � EXISTING HOST .$+x: DIST. Z I Nog CAULK BY STRUCTURE t��!!OTHERS PERIMETER ''"�• EMBM 3 1/4° OTHERS 1/�4° Z W 0g MAX i 1 SHIM 1 ., SHIM 1:! Is g 29 Z 31 � 8 S W yW £F e'�i ® 7N ® 76y 3 �7 7 7 p a 7 NOTE.SEE ANCHOR ELEVATIONS FOR ANCHOR 7 tT ¢IOy EXTERIOR INTERIOR LOCATIONS AND SPACINGS.SEE ANCHOR ,ULE ECTERIOR INTERIOR d 2 + FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. SSSicE 3 7 7 7 —T £r (2) .c0.15° 0.>5° 0 (z10.75°x0.I5° e WEEPHOLES IN WEEPHOLESIN FRAME SILL,2.5° FRAME SILL,2.5° e FROM EACH JAMB 2 FROM EACH JAMB 1 1A 1 1/4° SHIM PERIMETER PERIMETER CAULK BY r SHIM MNI CAULK BY 3 PRESSURE OTHERS '?,ad+:'%"- EMBED.--t q OTHERS BUCK BY OTHERS `y. 9 EDGE S i S TRTUE� A DIST. EXTERIOR STRUCTURE OQ N. PER ANCHOR= p FINISH BY y ORS PER SCHEDULE.. w OTHERS , j/// / OR SCHEDULE EXTERIOR j EXISTING G-0.55 10-JWN-0016a FINISH BY MIN WOOD HOST 02 OTHERS STRUCTURE AppmPadmX:omAIY�Bwl9.0re pp®eo,ce.vnaw, FFIfarWu TYPICAL THRU FRAME TYPICAL NAIL FIN ,» _ �►� 1 SECTION AT FIXED SASH 2 SECTION AT FIXED SASH VERTSECIION , N.T.S. VERT SECTION li olf i i i ° FRANK Q�9E8NNARDOf P.6; EXTERIOR EXISTING G=0.55 j FINISH BY MIN WOOD HOST EXTERIOR OTHERSS STRUCTURE 2 FINISH BY ANCHORS PER OTHERS ANCHOR SCHEDULE WOOD ANCHORS r PER ANCHOR ~a' / SCHEDULE EDGE Z b d CAULK BY EDGE DIST. EXISTING HOST q°h$ DIST, r s STRUCTURE ,. a *+ OTHERS PERIMETER ki- EMBED.--� 8 3 CAULKBY 6 1/4° � [ By ga 1/4° MAX Z MAX 1 2 SHIM i 2 SHIM Z a a SCREEN OPTIONAL SCREEN i ..t 9 f 7 SCREEN p .,c B i 8 f T Lu j A—a 3 a EXTERIOR INTERIOR �:SEE ANCHOR ELEVATIONS FOR ANCHOR d. 4 LOCATIONS AND SPACINGS,SEE ANCHOR SCHEDULE ExTERIOR t INTERIOR d $ f t FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. i OPTIONAL OPTIONAL SCREEN { scREEN-Q SCREEN 3 (2)0.25°10.15°WEEPHOLES a (2)0.25°x0.15°WEEPHOLES; 8 IN SASH BOTTOM RAIL,; IN SASH BOTTOM RAIL,T 0.310°FROM EACH STILE 0.310°FROM EACH STILE (2)0.75°x0.15° B (2)0.75°x0.15° 9 FRAMME SILL,2.5'IN 2 FRAME SILL,2.5° 2 FROM EACH JAMB 1/4° FROM EACH JAMB i MAX 1 114° SHIM PERIMETER MAX PERIMETER CAULK BY SHIM CAULK BY 3 PRESSURE OTHERS .r E�EIID*—OTHERS �' DUUCK BBYOTHEERS H0 7 NG WOOD ANCH°RRs EXTERIOR ` Ej / STRUCTURE PER ANCHOR- p F FINISH BYE' / m ANCHORS PER SCHEDULE.. OR SCHEDULE M x EXTERIOR EXISTING G-0.65 10 JWN-0016a FINISH BY oaae oseCm_mana,02 STRUCTURE OTHERS A�P+�adascomplplagahhyr - -- TYPICAL THRU FRAME TYPICAL NAIL FIN 1 ff� SECTION AT ACTIVE SASH 2 SECTION AT ACTIVE SASH N°A# g N.T.S. VERT SECTION 8 N.T.S. VERT SECTION o 1 2 r 4 i fi $PF00465A9 NARDO,1171 i i. 23 ,32,33 or 34 1 u 17 BILL OF MATERIALS a4 B 17 8 31 ITEM PART NUMIBER STOCK NUMBER DESCRIF= VE WR III y 7 7 1* 02075 ale:7130 MN Malm Frame eD mLkw W ? 8 1 2* 0185601657 DIE:7123 RORW T D Mkon �w Z WTERIOR 3* 01885 Die:8864 Im Shore D Mkon Z !p 4. 15 4* 01859 7126-Interlock Fbded-Inte Shore D 1�I ° 5 00647 7126.1-Rakhrcement Pured 6063-T6 m indalmc z .G 10 19 9 9 6 01919 677183 Kee -Dam 677183 Darn w HiTi q 4 7 01930 94195925 6x1 PPH Self Ta Merchema Fasteners W 27 3 5 7 8* 01646 6177-Lis ftft Bead Wass Stop Shore D Mtlamt yG -r 6 9 01934 6573• elock Se BID&85 Dwarreter b Frank love 1 8 10 00095 Dow 995-Whb Part of IG Stack Dow ,i G 11 Glass-DSB 11W Anmealed Pelt OrIG S l& cardkW < 12 DuPmit.090°PVB or SGP Part of IG Sack Cardinal 13 29 13 04943 SuperSpaw-.376' Part of IG Sack Ed eTeci 14 9 14 Gkms-1875 316°Annealed Part of IG Sack Cardinal 11 15 10407 ..375"MylarTsm Part of IG Stack Ed Tech i 16 04878 ButA Sealer-HL5160c-125 Part of IG St3ck HB Fuler { 3 17 03320 Fated Interlock Fast wo #6x 2.00°Thhss Head PPH SS Merchants Fasteners 18 --- Screen Frame Salman Frame ktu- n 19 01093 x Weather IDdalFx P *Vary' ROM Fab 22 01254 Wheal *Yarles* RW4aI j 3 23* 01835 DTs:7092 Vent In6ar Sore D) Mow r r� 25,32,33 or 34 24 00635 7092.1•Reinforcement Sash Reinforcement•Vertical(6063-T ) MIWai or"i o ,3 25 01918 DIeL 677509K26 Deco Cam Rods DOW p+H g+PL u. 29 27* 01838 Die:7093 Vent Head J Sm Shore D Mkon L5 sC 28* 01639 7745-Pu0 SWa Phdl Ralf D MOQOn i 9 29 00235 #6x W PPH SMS-Ten 9006SA148 MerchantsFasterrms N an 30 D0173 #8.18 x 3141 PPH TM 8100 4500 Merchants Fastmons 6 31 01975 Hole PIu '+Yades+' Ro-Mai j 27 32 05029 ale:677209K39 Deco Cam Lock(w/b badtmL Deco 33 12477 DIE:12477-5 3W Cam Lodd-LH Fastak g 8 34 12478 D1a:12478.5 1W Cam Loa-OR RH Festek ¢ 35* 01864 DIe:7L55 RLser D Mph 7 o 36 107168 DOW 1199 DovrY199-CJear pow 37 02067 14°x 4°CRS Used 6L tiie 64°ta0 unt GaPA S+ed Ak0 9 *.NOTat R10ID wH[IE PYC aY MIKItpN IS UNDER SEPARATE CURRENT MIAMI-DADS NOTICE OFAfx;ePTANCe 1NOA).wknle WC 27 EXTRUSIONS SHALL eE LABELED WITH AAMA B nRUDERC DOP,EXTRUDER NAME,CrM STATE&°MLAMI-DADE COUNTY APPROYeD'. 49 5 ' u Ills . 17 10-JWN-0016a TYPICAL ASSEMBLY DETAIL oz ApprovhrdaeoOmPlyktgwL&Om yAaEDnco:oT:oN, (V N.T.S. ISOMETRIC Doe fauna Dad CO) I d NK BENNAItOD.P.Es. � " } 3.000° 0.065° s •. FI n " u rLr !0, 1•, 0.1$7 x0.250 O.o65° %1 WEATHERSTRIP 1 HOLE PLUG I 0.063 .i 17 8°=1'-0" 31 =1..p° OA6 0 0250° lJ ; F 0.660° �N �_Z i _T ..065° }-0.860-4 0255" i,440�° ® ? o 1.235° lLLil1 U 1.750° CCCIII�1111 2000 3 7° IIII777 10.070° 111 z j ROLLER T—CRACK/ SNAP—IN FLANGE FIXED INTERLOCKm j MAIN FRAME ANTI—LIFT BLOCK / (OPTIONAL} FIXED INTERLOCK REINFORCEMENT W 1 8°m 1'-0° Pvc 2 8°=1'-0° Pvc `� 8°=1'-0° PVC 08,-1'-0° PVC 5 8°-1'-0° 6063-T6 ALUM 1.160°--t �1, 0.588° L750' ppp U 0.030 ��yy 0.080° qq f id 0.065° .+ 0.065° `1 0.065° � �•-0.870°—� .1 1 I��v�,� � a VENT INTERLOCK I-1.160°---} }--1.160°—� ' GLAZING BEAD VENT INTERLOCK REINFORCEMENT VENT RAIL PULL RAIL .0 8 23 24 27 2$ 9 1 8°=1'-O° PVC B°=1'-0° 6063 T6 ALUM 8°=1'-0° PVC 6°=1'-0° PVC 250° 0.750° a 1.500° zH6 2.732" F77/2 ® p�° �� O.a ° 0.090 Fy-33 KSI MIN 0.018°' I �- l_..! V FIXED INTERLOCK I—o.aeo° I d CC SILL RISER REINFORCEMENT SCREEN FRAME SETTING BLOCK KEEPER 3 J 'SILL PVC 37 8°=1'-0° STEEL 1$ 8'=1'-O' 6063 T6 ALUM @ 8°=1'-0° 6 8°=1'-0° ggg 4 • 2.625' © o O o SASH LOCK ASS'Y SASH LOCK ASS'Y 25, 32 8°=1,_p° 33, 34 8'_,.o° PJJ.CORNERS ALL CORNERS 10 JWN-0016a e e FUSION ER WELDED FUSION WELDED ® BGLU - UA 0.500° 1.500° O°0J� d*B+alOtOw vaoeueacxmnorm 1 FRAME CORNER DETAIL 2 SASH CORNER DETAIL 22 WHEEL ASSEMBLY �h"n°aml t�' 9® 1(� N.T.S. EXTERIOR ELEV 10 N.T.S. EXTERIOR ELEV 8°=1'-0° f O Florida Building Code Online Page 1 of 3 MNIX a a ; s q a (f,3t`aff�, BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Slats&Facts Publications , FBC Staff BCIS Site Map Links Search QUSIVI1t^eS ProessW 1 Product Approval 1 i USER:Public User Regulabon @V11 Y2 j C - Product Approval Menu>product or Apolkatipn Search>Application List>Application Detail f FL FL14707-R1 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Emall 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard fbc @jeid-wen.com Technical Representative Jason Kantola Address/Phoile/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601, (541)882-3451 Ext2921 jasonka @jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard year TAS 201,202,203 1994 Equivalence of Product Standards Certified By 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 ,4;No `.s N/A ELI-4707 R1 CDC SA14707 signed and cart 12-21-ILod r z Product Approval Method Method 1 Option A Date Submitted 12/28/2011 Date Validated 12/28/2011 hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wCjEVXQwtDqueufsxW4GVzd... 7/2/2013 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 01/06/2012 Summary of Products FL# Model,Number or Name Description 14707.1 Premium Atlantic Vinyl Tit Single Hung 8100(52.125"x 75")Insulated Glass(1/8"Annealed- 5/16'PVB or SGP LAM Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14707 R1 C CAC 10-1025 OS mr Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/23/2016 Design Pressure:+50/-60 Installation Instructions Other: EL14707 R1 II +0-1025 01 odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14707.2 Premium Atlantc Vinyl Tilt Single Hung 8100(36'x 72')Insulated Glass(1/8'Annealed-5/16" PVB or SGP LAM 1-Imlts of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14707 R1 C CAC t n-t 02S m ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/23/2016 Design Pressure:+65/-70 Installation Instructions Other: FL14207 R1 11 10-1025 0 odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. 14707.3 Premium Atlantic Vinyl Tit Single Hung S100 w/dips(52.125"x 751)Insulated Glass(3/16' Annealed-5/16"PVB or SGP LAM) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14707 R3 C Car t n-:n2s n+ odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant-Yes 06/23/2016 Design Pressure:+65/-75 Installation Instructions Other: FL14707 Rl II 10-1025 01 odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14707.4 Premium Atlantic Vinyl It Single Hung 8100(54.125'x 74')Insulated Glass(3/16"Annealed- 5/16-SGP LAM) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL14707 RS C CkC m:znng ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/1012016 Design Pressure:+50/-60 Installation Instructions Other: FL14707 R1 II 10113003 odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created tryIndependent Third Party: 14707.5 Premium Atlantic Vinyl ft Single Hung 8100(52.125"x 75')Insulated Glass(1/8'-1/8" Tempered) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14707 R1 C CAC 10-1025 02 ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/23/2016 Design Pressure:+65/-70 Installation Instructions Other: B-14707 RI II 10-1025 02 ndr Verified By:Miami-Dade SCCO-CER Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 14707.6 Premium Atlantic Vinyl TIlt Single Hung 8100(36"x 721)Insulated Glass(1/8"-1/8"Annealed or Tempered) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes M14707 RS C CAC 10-IO25,02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,No 06/23/2016 Design Pressure:+65/-70 Installation Instructions Other: FFU4707 Ri 11 10-1025 02 odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created b Inde dent Third pa : Contact Us::1940 North Monroe Street Tallahassee FL 322n phone:850-487-1824 The State of Florida is an AA/EEO employer.g=dght 2007-2010 State of Florida ::Pdyscy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall 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 455.275 (1),Florida Statutes,effective October 1,2012,licamees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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, Please 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 click here. Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDqueufsxW4GVzd... 7/2/2013 rtoricta Building Code Online Page 3 of 3 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADqueufsxW4GVzd... 7/2/2013 d +'1IANfi- E NEMNN MIAMI-DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 20x'Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Wrw.►nlamidade.g_oy j3u1Id1na Jeld-Wen,Inc(OR) 3737 Lakeport Boulevard Klamath Falls,OR 97601 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 b Miami—Dade Count BNC- lrt Y in Y Product Control Section to be used in Miami—Dade County nd other areas where allowed b the Authority tY Y Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below,The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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: aeries"Premium Atlantic Vinyl 8100"White PVC Single Hung—L.M.I. APPROVAL DOCUMENT:Drawing No. 10—JWN-0015a,titled"Premium.Atlantic Vinyl 8100 Single hung Window Large Missile Impact Resistant",sheets 1 through 18 of 18,dated 06/29/10 with revision"03"dated 05/04/11,prepared by Engineering Express,signed and sealed by Fronk L. Bennardo, P.E.,bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT TING:Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami—Dade County Product Control Approved" unless otherwise 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. ADVERTISE NT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. • NSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. 4MAMI _ NOA No.10-1025.01 aAns o} � it Expiration Date: June 23,2016 Approval Date: June 23,2011 Page 1 Jeld—Wen,Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBM TTEII A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 10 JWN-0015x,titled"Premium Atlantic Vinyl 8100 Single f=lung Window Large Missile Impact Resistant",sheets 1 through 18 of 18, dated 06/29/10 with revision"03"dated 05/04111,prepared by Engineering Express, signed and sealed by Frank L. Bennardo,P. E. B. TESTS 1. 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) Large Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210--3624-1,dated 12/0912009,signed and sealed by Gerard J. Ferrara,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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3624-2,dated 12/08/2009, signed and sealed by Gerard J. Ferrara,P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007,prepared by Engineering Express, dated 09/30/2010, signed,sealed and dated 06/09/2011 by Frank L. Bennardo,P. E. Complies with ASTM E130044 D. QUALITY ASSURANCE I. Miami—Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNem.ours&Co., Inc. for their"DuPont Sentry GlassO Interlayer"dated 05/26/2010,expiring on 01/14/12. r- Jaime D.Gsscoir, .E. Product Control Section Supervisor NOA No.10-1025.01 Expiration Date: June 23,2016 Approval Date: June 23,2011 E-1 ' I 1 Jeld—Wen,Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 10-0922.09 issued to E.Y. DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB,Interlayer"dated 12/24/10,expiring on 12/11/11. 3. Notice of Acceptance No. 10-0909.05 revises 99-0113.05 issued to Mikron Industries, Inc, (a division of Quanex)for"White PVC Extrusions for Windows and Doors qualifying for AAMA 303,Voluntary Specification for Poly(Vinyl Chloride) (PVC)Exterior Profiles by AAMA Fenestration Exterior Profile Certification Program"dated 10/1/2010,expiring on 9/30/2011. F. STATEMENTS 1. Statement letter of compliance with the FBC-2007, dated 10/04/2010, signed and sealed by Frank L. Bennardo,P. E. 2. Statement letter of no financial interest and conformance, dated 10/04/2010,signed and sealed by Frank L. Bennardo,P. E. 3. Laboratory compliance letter for Test Reports No.'s NCTL-210 3624-1 and NCTL-210 3624 2,issued by National Certified Testing Laboratories, Inc., dated 12/09/2009,both signed and sealed by Gerard J.Ferrara,P.E. 4. Proposal No. 09--1988 issued by Product Control,dated 09/22/2009, signed by Renzo Narciso. G. OTHERS 1. None. Jaime D.GasconE. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date; June 23,2016 Approval Date: June 23,2011 E-2 I 3 PREMIUM ATLANTIC VINYL SERIES 8100 SINGLE HUNS x�a fs�ti, LARGE MISSILE IMPACT RESISTANT 52.125°MAX FRAME WIDTH NOTES SEE ANCHOR 52.125°MAX FRAME WIDTH w (IXC.UDING NAIL FIN OR SNAP-ON FLANGE) ELEVATIONS FOR (EXCLUDING NAB.FIN OR SNAP-ON FLANGE) ANCHOR LOCATIONS. ALLOWABLE z- n , 48.50°MAX D.L.O.WIDTH 48.50°MAX D.L.O.WIDTH DESIGN PRESSURES }r'n�' p ON FIXED SASH ON FIXED SASH s1J jIi� V S� SASH CAM LOCK SASH CAM LOCK !N ASSEMBLY: ASSEMBLY, +5O PSF s7 LATCH LOCATED LATCH LOCATED -�� PSF co Q W t'7 END FROM EACH END FROM EACH Z z � GENERAL NOTES c 13 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED ~O v V AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING 6.2 w,A �' w CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY ac HURRICANE ZONE,PERTAS 201,TAS 202,TAS 203&ASTM ___________..._--------- _____ O O E1300-04 STANDARDS. x % L 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, WIND LOAD DURATION FACTOR Cdo1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. FAMNDVENT----- --- g 3. POSITIVE AND NEGATIVE DESIGN PRESSURES \/ Gj t7 15 ? CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED '8 REINFORCEMENT FIXED X x n n BY OTHERS ON A]08-SPECIFIC BASIS IN ACCORDANCE WITH THE Oi NT MEETING RAIL sus XED GOVERNING THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES . 2 AND VENT SASH, p F , AIL o V)0.751'X0.15' NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE SEE SECTIONS A B G SH, WW,� CONDITIONS DIFFERENT FROM THE CONDITI ONS DETAILED a NS E HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT ,y o O TILT LATCH 1TILT LATCH SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR LOCATED AT nnngigigi �p X R 1 LOCATED AT ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION x 46.00N ACTIVE SASH WIDTH / EACH END `�'v log P.ACH END WITH FOR INSTALLATIONS UP TO 30'MAX ABOVE GRADE,THE 7�+S. SYSTEM DETAILED HEREIN IS LARGE MISSILE IMPACT RESISTANT a , --------- --- - --- ---- -- - - - ------------- - AND DOES NOT REQUIRE ADDITIONAL IMPACT•PROTECTION. 6. FOR INSTALLATIONS GREATER THAN 30'ABOVE GRADE, ,4 THE SYSTEM DETAILED HEREIN SHALL BE PROTECTED WITH AN 46.00°MAX D.L.O.WIDTH IMPACT RESISTANT COVERING WHEN INSTALLED WITHIN ! WEEPHOLES IN WEEPHOLES IN ON ACTIVE SASH WIND-BORNE DEBRIS REGIONS AS DEFINED IN ASCE 7-05. ^s ^f FRAME SILL,3° FRAME SILL,3' 7, PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE 52.125°X75° FRAME FROM EACH JAMB 52.125"x75" FRAME FROM EACH JAMB EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 1 STANDARD ELEVATION W/O CLIPS 2 ORIEL ELEVATION-W/0 CLIPS OFTIONLYTORANSFE LOADS TO THE INGSTRUCTU i � PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. � �^ (I N.T.S. EXTERIOR ELEV N.T.S. EXTERIOR EL.EY 8. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, 1 GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 9. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST , GLAZING TYPE GLAZING TYPE MEET ALL APPLICABLE FEWSMOKE/W PERFORMANCE 7/8°INSULATED LAMINATED ANN 7/8°INSULATED LAMINATED REQUIREMENTS AS SET FORTH IN THE ABOVE-NOTED BUILDING pppp��7'ggi�pp IIS'ANN ppryryTT CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING 13!32°GAP SR PVti�INTERLAYER 11/32°GAt=EHLAYER JURISDICTEON FOR REVIEW AS REQUIRED. 10.ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE 1/8°ANN 1/8'ANN 3/16°ANN PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED 0 1/2'MIN. 0 IN. BUILDING CODE.ALL WOOD SHALL BE PROTECTED FROM 3 4 3 ITE EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS IN ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. u DOW CORNING 995 RNING 995 STRUCTURAL SILICONE URAL SILICONE Exreg oR MRI EXTERIOR ° 10-JWN-0015a GLASS SETTING BLOCKS 7 BY E�PG GLASS SETTING BLOCKS SPAC'-R - O3 (85 DUROMLTER) (85 DUROMETER) ETECH —Gest�uxx 04 L>! 'edaasxpnplgLtgwBhR� . SEE GENERAL NOTES#5 AND#6 OA9 Bhp �� 3 GLAZING DETAILS MINIMUM m 1 N.T.S. VERT SECTION Y Y P1�48W�9 NAROOJ p.ET ° 52.125°MAX FRAME WIDTH 52.125°MAX FRAME WIDTH . (EXCLUDING SNAP-ON FLANGE) (EXCLUDING NAIL FIN) ! 6"MAX 10.425°O.C. 6e MAX 2,MAX 7°O.C. 2,MAX MAX,TYP. I I MAX,TYP. 6"MAX I I 2°MAX 2" rt Z q DENOTE ANCHOR DENOTES ANCHOR - i t� 6°MAX THROUGH FRAME, Li THROUGH NAIL FIN, TYPICAL ALL SIDES TYPICAL ALL SIDES W EJ (J'''J� � v ,_y_ 6°O.C. ® J0.0.[ � C 6 MAX,TYP. Z� N 10 TILT OCATED AT �% �/ LOCATED AT A B W g 9 EACH END SASH CAM LOCK / ry EACH END SASH CAM LOCK / a ASSEMBLY LATCH Y ASSEMBLY,LATCH ( LOCATED 6%. ) •+z LOCATED W/8° b 1 FROM EACH END ) ALLOWABLE ----------- ----------__ ----- 3. cLUSreLOF(s))aNCHORS— t DESIGN PRESSURES TYP ) AT ENDS OF HI)RIZOMAL, / .�, SPACED 3°O.C. p o a REINFORCEMENT ®� +50 PSF REINFORCEMENT v MAX,TYP. -60 PSF f IN FIXED x rr IN FIXED R n I � MEETING RIB. � MEETING RAII. � E AND VENT SASH, i AND VENT SASH, oi SEE BECKONS /4/\ SEE BECKONS V� � �q;�\Cy/J (° VO NOTE:MINIMUM ANCHOR SPACINGS SHOWN HEREINL � N (2)0.75°x0.15° AP'PLY'To BOTH STANDARD AND ORIEL WINDOWS. (2)0.75°x0.15" • ,,,� WEEPHOLES IN FRAME WEEPHOLES IN FRAME SBJ 3°FROM EACH JAMB I SILL,3°FROM EACH JAMB // _.._.._....__ ___"'------------- - -1—• -d- PJ�Si Cam+ pp¢W 8 ofI q 6°MAX 8°MAX 2-MAX 2°MAX 6°MAX }10.425°O.C.4 6°MAX 2°MAX � MAX TlP. 2"MAX ` 52.125"x75"XFRAME W/O CLIPS 52.125"x75" FRAME W/O CLIPS x THRU-FRAME ANCHOR ELEVATION 2 NAIL-FIN ANCHOR ELEVATION N.T.S. EXTERIOR ELEV 2 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI WN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE(G=0.98 MIN WOOD)t STRUCTURE: 2. ANCHORS SHALL Be INSTALLED IN ACCORDANCE WITH MANUFACNRERW RECOMMENDATIONS. o #14 WOOD SCREWS WITH STRUCTURE MIN.THREAD PENETRATION 3. ENSURE MINIMUM 1'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. p . 1/4°ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTETX TO NARROW FACE OF WOOD STUD AND 1/2°MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1./4° FRAMING ANCHOR SHALL BE LOCATED IN RENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4°EDGE • 1/4°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND MIN EMBED AND 1"MIN EDGE DISTANCE. ZMANCk IS ACCEPTABLE FOR ANCHORS To WOOD FRAMING). 1/2°MIN EDGE DISTANCE S. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE. TO WOOD BUCK OR HOST STRUCTURE(G-ILSS MIN WOOD): 6. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE'G-0.55 OR GREATER DENSITY. 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN/,INCLUDING MINIMUM EMBEDMENT AND EDGE y ° i4 WOOD SCREWS WITH 1-iJ2°MIN.THREAD PENETRATION DISTANCE,EXCLUDES STUCCO FOAM BRICK,AND VTHER WALL FINISHES.FOR SITE CONDITIONS iZ AND 3/4°MIN EDGE DISTANCE DIFFERENT FROM THE CONDIT'IRONS D�TAri Fn HEREIN WITHIN THE HVHZ,A ONE-TIME SITE-SPECIFIC e 1/4°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DARE BUILDING CODE 314°MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL DMSION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY REQQUIRE A ONETIME 1�-'WN-0Oisd TO 16 GAUGE MINIMUM STEEL STUD: SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINt�D OR THAT SITE SPECIFIC DOCJMENTS BE PREPARED, a $14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND 03 JUSTIF°f THE DEVIATION, g�p ENGAGEMENT THROUGH STUD AND 1/2°MIN EDGE DISTANCE 8. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE edge c•mp)ylu8wRb:)B TREATED AS CORNERS WITH ANCHOR bISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE (�ide�Mpg Oft MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. b 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 10.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO eP Wml TRANSFER LOADS TO THE EXISTING STRUCTURE. L/ L 9 i 1 pRAry gE�rt�1aassp 52.125°MAX FRAME WIDTH 52.125°MAX FRAME WIDTH 610048849 ftg .' P g(EXCLUDING NAIL FIN OR SNAP-ON FLANGE) (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) �10.425°O.C7'O.C.MAX,TYP MAX,TYP. t2'l 6°MAX 2' ' DENOTES ANCHOR ALLOWABLE MAIL DENOTES ANCHOR MAIL 2° Z.� o"I THROUGH FRAME, 6°MAX THROUGH NAIL FIN, MAX t3 '" TYPICAL ALL SIDES DESIGN PRESSURES T- TYPICAL ALL SIDES a: W 6°MAx 1196'0 C. +50 PSF MAX / W z , H� I A B MAx,TYP. -60 PSF [9 <I z Z yrJ W TILT LATCH 4 V V W SMV 9 SASH CAM LOCK LOCATED AT QQ ry / ASSEMB�Yj LATCH LOCATED / i EACH END g"' ASSEMBLY LA CH LOCATED / TILT LATCH g o�t a L 6!e FROM EACH END L ® 67/8 FROM EACH MO LOCATED AT W N to EACH END rs Q g ---- - --------_ i O NOTESs 1NYMIM ANCHOR SPACINGS SHOWN HEREIN z le g 3° I AT ENDS OF HO TRI OMATL, / 3- APPLY TO BOTH STANDARD AND ORIEL 15 / CLU SPACED 3'O.C. m'• WINDOWS. 1 "u 2. THE FRAME SIZE,ACTIVE SASH NITS AND REINFORCEMENT 5 O FIXED SASH D.LO.OF SHAPED UNITS SHALL FIT IN FIXED 8°O•C• i7 vi WITHIN THE DIMENSIONS SHOWN FOR MAX,TYP. REINFORCEMENT RECTANGULAR UNITS ON SHEETB 1 AND 2. MEETING RAIL G IN FIXED( MEETING RAIL AND VENT SASH, I a t� AND VENT SASH, LS ^ ^ SEE SECTIONS �• O `V V SEE BECKONS - ------ P---- - -- - & 6°MAX L6-MAX 2-MAX 2°MAX CV 10.425 O.C. MA t TYYP k(� i 6°MAX }- MAX,.m, 4 W MAX 2'MAX 1 2 2'MAX F4 sSy 13 (z)0.75°x0.1S'WEEPHOLES IN (2)0.75'x0.15°WEEPHOLES IN FRAME SILL,3-FROM EACH JAMB FRAME SILL,3-FROM EACH JAMB 52.125"x75" ARCHED W/O CLIPS 52.125"x75" ARCHED W/O CLIPS 1 THRU-FRAME ANCHOR ELEVATION 2 NAIL FIN ANCHOR ELEVATION N.T.S. EXTERIOR ELEV 3 N.T.S. EXTERIOR M" THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: 12121 TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE(Q=0.56 MIN WOOD)t STRUCTUREt 2. E ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 3. . 614 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION 5a , • IJ4-IIW CARBON STEEL TAPCONS THRU IX OR 2X WOOD ENSURE MINIMUM 1-EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE!&TO HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2'MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1J4' FRAMING,ANCHOR SHALL BE LOCATED IN ENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4-EDGE • 1/4'LAG SCREWS WITH 1-1/2-MIN.THREAD PENETRATION AND MIN EMBED AND I'MIN EDGE DISTANCE. DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING]. 1/2-MIN EDGE DISTANCE- S. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE TO WOOD BUCK OR HOST STRUCTURE(G=O.UB MIN WOOD)t 6. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE'G=0.55 OR GREATER DENSITY. g • ,614 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRAttON 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE AND 3/4°MIN EDGE DISTANCE. DISTANCE,EXCWD STUCCO,FOAM BRICK.AND 6Tt1ER WALL FINISHES.FOR SITE CONDITIONS n DIFFERENT FROM THE CONDIKONS i5kf HEREIN WITHIN THE HVHZ A ONE-TIME SITE-SPEmC • i/4-LAG SCREWS WITH I-IJ2'MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE 3/4°MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY nUM A ONE-TIME TO 16 GAUGE I4ININUM STEEL STUDS SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR THAT SITE SPECIFIC DOG 1C7 INENT5 BE PREPARED, 10-JWN-0015H • Ik14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED A!{CHITEGT,WHICH DETAIL AND calm 03 JUSTIFY'THE DEVIATION. ApprpV ENGAGEMENT THROUGH STUD AND 1/2-MIN EDGE DISTANCE 8. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE A H m y61g xOh ft TREATED AS CORNERS WITH ANCHOR bISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE FI MAXIMUM DISTANCE FEM CORNERS NOTED HEREIN. DaW THAT FASTENERSAARRIENINTO ADEQUATE WOODDFRAMING RMEX CONDITIONS MAY INTO PLYWOOD. FIELD VERIFY NO 10.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO - TRANSFFR LOADS TO THE EXISTING STRUCTURE By 9 I i L B@1HAR00 V.0 52.125°MAX FRAME WIDTH 52.125°MAX FRAME WIDTH i (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) { 10.42 7°O.C. 6 MAX,.C. ALLOWABLE z� DESIGN PRESSURES Wtll ;f +50 PSF 14 ® ZUl z6} 114. TILT Max �j�/�LOCATWrZT " -60 PSF /�J\��/��\j 77 (h am Mal � CfiJCCSJ MAX V V L AH ED rMAX A �\5A/S/H�`CA/M/LOCK G7 SASH CAM/LOCICEAgi END M AX ASS EMBL p,LATCH LOCATED 2' ASSEMBLY,LATCH LOCATED x � $ I 6� FROM EACH END to MAX 6'/•°FROM EACH END rn TYP ACT ENDS OF HORIZON IOAL 15 / SPACED 3'O.C. 1 $� 8'O.C. Q� X REINFORCEMENT NOTES REINFORCEMENT MAX TYP. IN FIXED 1.MIiRMUM ANCHOR SPACINGS SHOWN HEREIN IN FIXED g i MEETING RAR. APPLY TO BOTH STANDARD AND ORIEL MEETING RAIL -T' �S WINDOWS.STANDARD WINDOWS SHOWN HERE. �S AND VENT SASH, AND VENT SASH, yy d � B SEE SECTIONS 2. THE PRAMS SIZE,ACTIVE SASH D.L.O..AND B }g ° FIXED SASH D.L.O.OF SHAPED UNITS SHALL FIT V V SEE BECKONS a WITHIN THE DIMENSIONS SHOWN FOR RECTANGULAR UNITS ON SHEETS 1 AND 2. $ - -- - - -� T3 C 6'MAX 6"MAX 2°MAX 2'MAX y 6'MAX 10.425°O.C. 6"MAX 2°MRX 7'O.C. 2°MAX MAX,TYR 4 1 2 MAX,TYP. (2)0.7514.15°WEEPHOLES IN 13 Q (2)0.75°x0.15°WEEPHOLES IN FRAME SILL,3'FROM EACH JAMB FRAME SILL,3°FROM EACH JAMB 52.125"x75" HALF-ROUND W/O CLIPS 52.125"x75" HALF-ROUND W10 CLIPS s THRU-FRAME ANCHOR ELEVATION 2 NAIL FIN ANCHOR ELEVATION ,q, N.T.S. EXTERIOR ELEV q, N.T.S. EXTERIOR ELEV 6 THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: aaa TO HOLLOW BLOCK OR 3102 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR H09T gTItUCiURE(QeO.BS MIN WOOD)a 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. sTRUCTURBt 3. ENSURE MINIMUM 11 EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. ° 014 WOOD SCREWS WITH 1-1/2'MIN.THREAD PENETRATION I(, • 114'ITW CARBON STEEL TAPCONS THRU IX OR 2X WOOD 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN 70 NARROW FACE OF WOOD STUD AND 1/2°MIN EDGE DISTANCE BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4' FRAMING,ANCHOR SHALL BE LOCATED IN CIENTER OF NOMINAL 2x(MIN)WOOD STUD 0.e.3/4'EDGE • 1/4'LAG SCREWS WITH 1-1/2'MIN.THREAD PENETRATION AND MIN EMBED AND 1'MIN EDGE DISTANCE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING3. 112°MIN EDGE DISTANCE 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE TO WOOD BUCK OR HOST STRUCTURE(6-0.58 MN WOOD): 6. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE"G-0.55 OR GREATER DENSITY. • #14 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE y AND 3!4°MIN EDGE DISTANCE D]STANCP,EXCLUDES STUCCO FOAM BRICK AND bTHER WALL FINISHES.FOR SITE CONDITIONS Lg 1/4'LAG SCREWS WITH 1-1/2'MIN.THREAD PENETRATION AND NO ICE O ACCCCEEP THE BE APPLIED FORR AND SECS DTFR M THH�AMW4I DADE BUILDINGGWDE 3/4'MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL DIVISION,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY UIRE A ONE-TIME 7018 GAUGE MINIMUM STEEL STUD: SITE-SPECTFiC NOTICE OR ACCEPTANCE BE OBTAINED ORTHAT SITE SPECIFIC DOCU ENTS BE PREPARED, ].O-]WIN-00158 • #14 SAE GRADES SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSED ENGINE&OR REGISTERED ARCHITECT,WHICH DETAIL AND 03 ]USTIFITHE DEVIATION. Apteovedu mmpLyLlg wBgOre Pace PMRGRmna", ENGAGEMENT THROUGH STUD AND 1/2'MIN EDGE DISTANCE 8. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE ZOa.,lg TREATED AS CORNERS WITH ANCHOR SISTANCES FROM THE FUSION WEDS NOT EXCEEDING THE ©I PT �9. WHERE EXISTING STRRUUCCTTURREE IISO NOTED FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY NO C7 THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. Cancel 10.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. By d • 36.000°MAX FRAME WIDTH 36.000°MAX FRAME WIDTH g pfWILSy� ��P'E' (EXCLUDING NAIL FIN (EXCLUDING NAIL FIN 1 OR SNAP-ON FLANGE) OR SNAP-ON RANGE) GLAZING TYPE 9 7/9'INSULATED LAMINATED O� I { A3.50"ON FIXED SASH SASH CAM LOCK j 33. O FIXED SASH SASH CAM LOCK 13j32°GAP 1/V 0R PVE NTERLAYER i ASSEMBLY,LATCH ASSEMBLY,LATCH 1/8"ANN 1/8°ANN N = LOCATED 6%° BITE �❑o �LOCATED fib"t L ir 0 FROM EACH END m FROM EACH END 3 a DOW COMING o V STRUCTURAL SILICONE A� EXTERIOR INTERIOR B 'n z g4 (eyR, z GLASS SETTING BLOCKS 5UPERSPACER 6�:7 m Za 09 TILT LATCH LOCATED O z v B O 7 BY E°DGEIECFi ID 14 AT EACH END d �O TILT LATCH LOCATED t � W (85 DUROMETER) 1 B 4 4 ----- O 1 2 g AT EACH END o b ---- ------------ ---- 2a s $� / 8O GLAZING TYPE /, G n 4 I -,14 7/8'INSULATED LAMINATED I REINFORCEMENT REINFORCEMENT IN FIXED y qB IN FIXID u8°ANN j A B MEETING RAIL -� x MEETING RAIL 11/32"GAP 0.090°DUppppNT 5GP 4 AND VENT SASH, p AND VENT SASH, OR PVB INTERLAYER i z i (2)0.75°x0.15° SEE SECTIONS �j SEE SECTIONS 3/16°ANN U8°ANN '3 ° WEEPHOLES IN FRAME < 9 112°MIN. SB.L,3°FROM EACH IAMB 3 BITE DOW CORNING 995 �STRUCTURAL SILICONE EXTERIOR INTERIOR w GLASS SETTING BLOCKS SUPERSPACER Z67 MAX O.L.O.WIDTH NOTE:SEE ANCHOR 30.00"MAX D. (2)0.75°x0.15° 7 BY EDGE7'ECH ELEVATIONS FOR O WEEPHOLES IN FRAME (85 DUROMETER) 1 8 4 0 4 ANCHOR LOCATiON3. 3°FROM EACH IAMB 13 4a t .' SEE GENERAL.NOTES#5 AND#6 E g RAME "x72° FRAME 3 D ELEVATION W O CL PS �036 RIEL ELEVATION W 0 CLIPS I GLAZING DETAILS (MINIMUM) N.TS. EXTERIO ELEV N.TS. EXTERIOR ELEV 5 N.T.S. VERT SECTION ALLOWABLE DES RESSURES 65 PSF TO—AWN-0015a 0 °� scaler - 03 -/O PSF Approvod 68�uTfiWa$auw PAee DesCRD7lONr F1orwaB CD& N .0I U(� r t vvAmc L eeeNAROO,ve 36.000°MAX FRAME WIDTH 36.000°MAX FRAME WIDTH #PW!4650 5' ' (EXCLUDING SNAP-ON FLANGE) (EXCLUDING NAIL FIN) 8°O.C. 7"O.C. j 6"MAX }MAX, 6"MAX 4°MAX }MAX,} 4"MAX TYP. 6"MAX I TYP. 4°MAX jDENOTES ANCHOR 4"MAX j DENOTES ANCHOR ® ,E,g 6°MAX THROUGH FRAME, THROUGH NAIL I;IN, Fii £ I SASH CAM LOCK TYPICAL ALL SIDES TYPICAL ALL SIDES =RI 8 ASSEMBLY,LATCH z 2TT• a LOCATED 6%° 8 ' ' U 8€€ FROM EACH END UI Q 17 3°. f (�✓ V TILT LATCH SASH CAM LOCK `� T1LT LATCH _ W N JW p O LOCATED AT ASSEMBLY,LATCH TILT D AT L; / EACH END Gt LOCATED 67/" / EAai END W o F FROM EACH END m N G. u---------- ----- ALLOWABLE ----- ------------- VP � OF(3}}ANCHORS DESIGN PRESSURES � OF HfSRIZONTAL, T t7 3"O.C.ENFORCE ENT O +65 PSF REINFORCEMENT ;�6 MEETING RAIL 'i S -70 PSF MEETING RAILD � ,,SEE SECTIONS � ANp VENT SASH,p SEE SECTIONS.1S° L7 (2)O.7Sk0.15° $ei�+S IN 6°MAX NOTEt MINIMUM ANCHOR SPACINGS SHOWN HEREIN (2)0 75 X0.IN R+�JAMB A C4Y0 BOTH STANDARD AND ORIEL WINDOWS. ® FROM E ILL IAMB 4"MAX®8"O.G. ----- 4°MAX 7"O.G. W MAX }MAX, 6"MAX 4°MAX -�MAX,�- 4°MAX TYP. TYP. 6 36"x72" FRAME W/O CLIPS 36"x72" FRAME W/O CLIPS rl"'N THRU-FRAME ANCHOR ELEVATION 2 NAIL-FIN ANCHOR ELEVATION 6 N.T.S. 6 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCH, ULE: ANCHOR NOTE NAIL-FIN ANCHOR SCHEDULE: g TO HOLLOW BLOCK:OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION R ANCHOR LOCATIONS AND/OR SPACING. TO WOOD SUCK OR HOST STRUCTURE(GaO.SB MIN WOOD]: STRUCTUREt 2. ANCHORS SHALL BE IN ALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. o #14 WOOD SCREWS WITH 1-1/2"MIN.THREAD PENETRATION 5( • 1/4"ITW CARBON STEEL TAPGDNS THRU 1X OR 2X WOOD 3. ENSURE MINIM !4 GE DISTANCE FOR ALL ANCHORS 70 GDNCREI'E TO HOLLOW BLOCK. E NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2"MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH Y-3/4° FRAMING ANCHOR SHALL BE LOCATEp TN ENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE • 1/4"LAG SCREWS WITH 1-1/2"MIN.THREAD PENETRATION AND MIN EMBED AND 1°MIN EDGE DISTANCE. DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMIN 1/2"MIN EDGE DISTANCE. S. WOOD ANCHORS SHALL NOT BE INSTALLED IN70 THE END CRAW OF WOOD HOST STRUCTURE. TO WOOD SUCK OR HOST STRUCTURE(G.C.SS MIN WOOD)i 6. WOOD HOST STRUCTURE SHALL BE°SOUTHERN PINE°6=0,55 OR GREATER DENSITY. • 6'14 WOOD SCREWS WITH 1-1/2"MIN.THREAD PENETRATION 7. ANCHOR R�� ENTS AS SHOWN HEREW INCLUDING MINIMUM EMBEDMENT AND EDGE AND O MIN EDGE DISTANCE, DISTANCE,DCCLU"�^'STUCCO FOq(y BRICK,AND bTHER WALL FINISHES.FOR SITE CONDITIONS Y DIFFERENT FROM THE CO ONE-TIME STTE-SPECIFIC • 1/4°LAG SCREWS WITH 1-1/2"MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUBJ]ING CODE 3/4"MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVH7 THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME TO 16 GAUGE MINIMUM STEEL STUD: SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED OR THAT SITE SPECIFIC DOCUMENTS Be PREPARED 10-J WN-0015a Owl 314 SAE GRADE S SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSED ENGINFF�R OR REGISTERED ARCHITECT,WHICH DETAIL AND` 09 JUSTIFI�THE DEVIATION.QUA Appmvcd a omPLfmB am [ ENGAGEMENT THROUGH STUD AND 1/2°MIN EDGE DISTANCE. 8. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE NF1l_ TREATED AS CORNERS WITH ANCHOR bISTANCES FROM THE FUSION WEIRS NOT EXCEEDING THE mitt3 MAXIMUM DISTANCE FTiOM CORNERS NOTED HEREIN. DOW C� 1/947(( THAT FASTENERS RE1INTO ADEQUATE WOOD FRAMING AEMBBEERNS, CONDITIONS INTO WOOYODARY. FIELD VERIFY NO 0-+ 6.Q t .-8 10.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LAADS TO THE EXISTING STRUCTURE. 0 I i pMx KL BENNARDO P 36.000'MAX FRAME WIDTH 36.000'MAX FRAME WIDTH 9rE.W854f1 (EXCLUDING NAIL FIN OR SNAP-0N FLANGE) (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) f-nw,r r O.c 06 MAX,TYp. 6° 6° MAX MAX ALLOWABLE MAX MAX DENOTES ANCHOR 6'MAX DESIGN PRESSURES THROUGH NALLFIIN MAX g® �► £ 1 TYPICAL ALL SIDES / TYPICAL ALL SIDES / +65 PSF MAX Z z . � 61 MAX 4 V 11°o.C. -70 PSF 0 46$$(3 s MAX,T1P. TILT IATCH Fi ASSEMBLY.LATCH%LO U CATEND T y _ �SASH CAM LOCK / ASSEMBLY,LATCH LOCATED TILT LATCH x l g� I 6g°FROM EACH END 1 3° sr NOTES• s 6!e°FROM EACH END % F.LAACCAj{END T LOCATED .�•s L11'E' 4 I '--- _____ ITYP O MUM ANCHOR SPACINGS SHOWN HEREIN ----_ _-----.A__--------------_ -- CLUSTER EDS OF H�ANCHORS 'WINDOWS BOTH STANDARD AND ORIEL 12 2 SPACED 3°O.C. OMB' i' 2. FIIXXEO SASHpI�O OFFS PPEEDHUNI S•SHALL FIT / REINFORCEMENT e o t� WITHIN THE DIMENSIONS SHOWN FOR S 1 X RECTANGULAR UNITS ON SHEETS 5 AND 6. BJ FDCED S°O'C' o O REINFORCEMENT �`C MEETING RAIL FMAX,TYP. �v IN FIXED D X AND VENT SASH, , MEETING RAIL SEE SECTIONS AND VENT SASH, p� B SEE SECTIONS - - - YT B°MAX --------------- 5°MAX 2°MAX 2°MAX 6°MAX �'MA c,O.C.P.--{ 6°MAX z°MAX MAx,Qiv. 2° `I d f AM EL x0.15°FROM EACH 3A IN 13 (2)0.75°x0.15°WEEPHOLES IN FRAME 571L,3°FROM EACH IAMB FRAME SILL,3°FROM EACH 3AMB 36"x72"RAM ANCHOR ELEVATION z NAIL F N ANCHOR ELEV CLIPS 7 N.T.S. EXTERIOR ELEV i � 7 /N,T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: d ST HOLLOW BLOCK OR 3192 PBX I4EN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE(0.0.65 MIN WOOD): STRU/4"IT 2 ANCHORS SHALL BE INSTALLED TN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. a #14 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION 1/4"ITW CARBON STEEL TAPCON5 THRU SX OR 2X WOOD 3. ENSURE MINIMUM 1°EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE B TO HOLLOW BLOCK. MIN EDGE DISTANCE. 4. UNLESS OTHQtWISE NOTED HEREIN WHERE ANCH MINAL 2x(MIN)WOOD STUD(i.e.3/4°EDGE a 1/4°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND ORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2° E i SUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4° FRAMING ANCHOR SHALL BE LOCATED IN GRENIER OF NO MIN EMBED AND 1°MIN EDGE DISTANCE DI IN�y 1/2°MIN EDGE DISTANCE 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE TO WOOD BUCK OR HOST STRUCTURE(fl•0.55 MIN WOOD)a 6, WOOD HOST STRUCTURE SHALL BE°SOUTHFJRN NE"G-0.55 OR GREATER DENSITY. s #14 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION �• ANCHOR REQQUIREMENT'S AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE AND 3/4°MIN EDGE DISTANCE. DISTANCP bLCLUpES STUCCO,FOAM BRICCKK,,AND bTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS p{kTAII.Ep HEREIN WITHIN THE HVHZ A ONE-TIME SITE-SPECIPIC lO]WN-00158 s 1/4°LAG SCREWS WITH 1-1/2"MIN.THREAD PENETRATION AND N01IGE OF ACCEPTANCE SHALL BE APPLIED FOR AND SF3xURm FROM THE MIAMI-DADS BUILDING CODE 3/4"MIN EDGE DISTANCE COMPLIANCE OFFICE PROWCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE BUILDING OFFICIAL MAY REQQUIRE A ONE-TIME 03 TO 16 GAUSS MX MU14 STEEL STUDS SITE-SPECIFIC NOttCE OF ACCEPTANCE BE OBTAINED OR THAT SITE SPECIFIC DOC ENTS BE PREPARED, �uHPP deed 6s conaPlY BmTOt e O e #14 SAE GRADE 5 SHEET METALS WITH FULL 7HREAD SIGNED DATED AND SEALED BY A LICENSED ENGINgh OR REGISTERED ARCHITECT,WHICH DETAIL AND 3USTIP"THE DEVIATION. ENGAGEMENT THROUGH STUD AND 1J2°MIN EDGE DISTANCE. S. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE DaHe D(( TREATED AS CORNERS WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE 140A# ^QQ� MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. y U 30.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO i a r { PMIVIC V HaTINftRTJD�P.E a 36.000'MAX FRAME WIDTH 36.000°MAX FRAME WIDTH PE00465gs T•. R k (EXCLUDING INGNAIL FIN OR SNAP-ON FLANGE) (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) a.O,C AIA)I, 7° . MAX,OC.M. ALLOWABLE Z " DESIGN PRESSURES a 1 +65 PSF Ul Z 6° TILT LATCH 8" MAX LOCATE AT MAX '} -70 PSF Max 2° \JC� EACH END �� MAX ¢7•i MAX v v \a-L B LOCATED AT 2° W N MAX iSASH CAN LOCK dddod v �/ EACH END MAX a 3 .1 3° ASSEMBLY,LATCH LOCATED IM 5 MAX SASH CAM LOCK „ gill g TYP}- 6/°FROM EACH END 3" w(h 2° ASSEMBLY LATCH LOCATED Y S ,,jam! ----- -----?-----_ o NOTESt BLY FROM EACH END _�____ _____ __....._ _____.. -___________ p 4 I X 1�TNTMUM ANCHOR SPACINGS SHOWN HEREIN, - ---- -- CLUSTER OF{3)ANCHORS I APPLY TO BOTH STANDARD AND ORIEL AT ENDS OF HOO O.NTZ -+ WINDOWS.STANDARD WINDOW$SHOWN HERE. SPACED 3'O,C. 2. THE FRAME SIZE ACTIVE SASH D.LO. AND FIXED SASH D.LS.OF SHAPED UNITS SHALL PIT "o SS O WITHIN THE D64ENSIONS SHOWN FOR B°D.C. a RECTANOULAR UNITS ON SHEETS 5 AND 6. IN FIXED R ^ REINFORCEMENT MAX,'fYP. MEETING I) IN FIXED x I � AND VENT SA SASH, i MEETING RAIL v V SEE SECTIONS AND VENT SASH O , ty �� ' � SEE SECTIONS - -- - - - -- - ' 6"MAX L 6°MAX 2'MAX 2°MAX 6•MAX 8'O.C. j 1 2 MAX,TYP.-4 6"MAX 2'MAX 1" 7°O.C. MAX,TYP, 2"MAX AM 0,75°x0.15"FROM JA IN (2)0.75"X0.15"WEEPHOLES IN G FRAME SILL,3°FROM EACH IAMB FRAME SILL,3°FROM EACH IAMB 36"x72" AME ANCHOR W/O E CLIPS 36"x72" HALF—ROUND W/0 CLIPS 1 THRU—FRAME ANCHOR EEVATION 2 NAIL FIN ANCHOR ELEVATION 8 N.T.S. EXTERIOR ELEV l � /N.T.S. EXTERIOR ELEV Is THRU—FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3182 pffi MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATION NCE AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE(0.0.55 MIN WOOD)-STRUCTUREt 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE W1TH MANUFACTURERS'RECOMMENDATIONS. 0 914 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION • 1/4°ITW CARBON STEEL TAPCONS THRU 1X OR ZX WOOD 3, ENSURE MINIMUM 1°EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&70 HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1./2'MIN EDGE DISTANCE. g BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-114° FRAMING,ANCHOR SHALL BE LOCATED IN(ENTER OF NOMINAL 2x(MIN)WOOD STUD p.e,3J4°EDGE 1/4°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND r MIN EMBED AND 1°MIN EDGE D15TANCE. DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 1/2°MIN EDGE DISTANCE. 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE, TO WOOD BUCK OR HOST STRUCTURE(0n0,65 MIN WOOD), 6. WOOD HOST STRUCTURE SHALL BE°SOUTHERN PINE.0=0.55 OR GREATER DENSITY. • 914 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION 7• ANCHOR REQUIREMENTS AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE AND 3/4°MIN EDGE DISTANCE. DISTANCE,EXCLUDES STUCCO+FOAM BRICK AND GTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS 6�7'AI%HEREIN WITHIN THE HVHZ A ONE-TIME SITE-SPECIFIC • 114°LAG SCREWS WITH 1-1/2'MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM TH6 MIAMI-DADS BUILDING CODE 3/4'MIN EDGE DISTANCE• COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE 10—'wN-0O15a S CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY REEQQUIRE A ONE-TIME t - 03 TO YB GAUGE MINIMUM STEEL STUD: SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAIN�D OR THAT SITE SPECIFIC DOCUNTENTS BE PREPARED, PA¢B h) 1IOBt 0 914 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSED ENGINEEh OR REGISTERED ARCHITECT,WHICH DETAIL AND as I7m8�sw ENGAGEMENT THROUGH STUD AND 1./2°MIN EDGE DISTANCE IUSTIF'ITHE DEVIATION, Bo /��(f B. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE eta _ TREATED AS CORNERS WITH ANCHOR EIISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY O THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. BI, o 30.OPTIONAL PRESSURE TREATED WObD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO M1 s I L BEN..'s P.EE 6548 m p 6 52.125°MAX FRAME WIDTH NOTE:SEE ANCHOR 52.125°MAX FRAME WIDTH ^'® *+ (EXCLUDING NAIL FIN OR SNAP-ON FOR ON FLANGE} (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) qy ni[J] '� ANCHOR LOCATIONS. g W T�UUUOj 48.50°MAX D.L.O.WIDTH_ 48.50°MAX D.L.O.WIDTH Q U Iti °) ON FIXED SASH ON FIXED SASH Q SASH CAM LOCK SASH CAM LOCK ALLOWABLE m 3 ASSEMBLY, ASSEMBLY, ZZ x LATCH LOCATED LATCH LOCATED DESIGN PRESSURES 6y/°FROM EACH tl 6%'FROM EACH j 0 -i E"° =s E"° +65 PSF o TILT LATCH `rf LO �g5 ° -75 PSF S EACH END A TILT$$ LOCATED EACH ND 13 © p o & 14 g w N 3 _______________________________ _____ 0 2 j 4 `€, El 1 o ---------------------------------- ----- GLAZING TYPE 4°FROM HORIZOM'AL �/ �� u�S 7/6°INSULATED LAMINATED { A TOSASHCLIP, x ^O / �7 ^ �gp pp�T TYPICAL BOTH SIDES O� 4°FROM HORTLOWAL .c 11132°GAP 1j0 S°UTERLASYER TO SASH CLIP, tai '� 3116°ANN 1/8"ANN© ¢ TYPICALBOfti SIDES a 1/2°MIN. 1-119 8 REINFORCEMENT REINFORCEMENT 0 S BITE o ty� IN FIXED ¢ IN FIXED 3 p 46.00°MAX D.L.O.WIDTH MEETING N VNTRSASH, O I++O AND VENT SASH, DOW CORNING 995 ON ACTIVE SASH / SEE SECTIONS N % SEE SECTIONS EXTERIOR STRUCTURAL SILICONE L-- -- ERIOR ----- - - -- - GLASS SETTING BLOCKS BY EDG T C H (85 DUROMETERj 7 BY IDGETECH (2)0.75°x0.15° 46.00°MAX D.L.O.WIDTH (2)0.75°x0.15° 1 8 4 041 3°FROM SILL TO SASH CLIP, W EEPHOLES IN WEEPHOLES IN TYPICAL.BOTH SIDES FRAME SBA,3° ON ACTIVE SASH FRAME SILL,3° SEE GENERAL NOTES S5 AND#6 FROM EACH IAMB .3'FROM SB.BOTH SID CUP, FROM EACH JAMB \GLAZING DETAILS (MINIMUM) TYPICAL BOTH SIDES 52.125"x75" FRAME 52.125"x75" FRAME g N.T.S. VERT SECTION 1 STANDARD ELEVATION WJ CLIPS r-2"N ORIEL ELEVATION W/ CLIPS C� N.T.S. EXTERIOR ELEV IQ9 N.T.S. EXTERIOR ELEV ¢ 10-JWN-0015a ACAIll 03 iB,iPr�a��`�uPls�+e wNm am nBle / �•©d '6� NO f t t PNARDO52.125°MAX FRAME WIDTH 52(EXC MAX FRAME WIDTH(EXCLUDING SNAP-ON PIANtRy (EXCLUDING NAIL.FIN) 6.345°O.C.8•MAX f..,MAX,TYP.-f 6°MAX 2°MAX 7°O.G 2°MAX S'MAX MAX,TYP. 2"MAX 2°6°MAX DENOTES ANCHOR DENOTES ANCHOR ti N$ THROUGH FRAME, t7 THROUGH MAIL FIN, _ TYPICAL ALL SIDES p TYPICAL ALL SIDES1, V!` ° l}�j ZQ 14. B O.C.' �+ 'thh 4 t7 °- TILT LA MAX,IYP. U m LA TED T t TILT LATCH B w H END SASH LOCK �tly LOCATED AT _ ^LOCK I ASSLOCATEDTCH / t W EACH END ASSEMBLY,LATCH 0 , O LY JLANH-------FROM EACH END .ALLOWABLE T'RO D,c�H e� ~°`�CLUSTER OF(8 ANCHORS- L 3TATENOSOFHaRIZONTAL , DESIGN PRESSURES SPACED 3°O.C. I 3`c RAIML� $� 75 PSF ' GCEMENT °TW.ENT SASH,CRONS © i SEE SECTIONNSH� o 75°x0.15° OT¢:MINIMUM ANCHOR SPACINGS SHOWN HEREW u HOLES IN FRAME i P O BOTH STANDARD AND ORML WINDOWS. (2)0.75°X0.15°3°FROM EACH JAMB / WEEPHOLEi IN FRAME- SILL,3°FROM EACH JAMB zb� 8 - ------ ----- i— -- -- --- - - J }2 y 3 & 6°MAXt� MAX 2"MAX f 6`MAX 0 "TYP-4 6°MAX 2°MAX t t'�tM, TV. 2° !� 52.125"x75" FRAME W/ CLIPS 52,125"x75" FRAME W CLIPS i THRU-FRAME ANCHOR ELEVATION 2 NAIL-FIN ANCHOR ELEVATION N.T.S. EXTERIOR ELEV 10 N.T.S. EXTERIOR EI.Ei! THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND)OR SPACING. TO WOOD BUCK OR HOST STRUCTURE(0-0.55 MIN WOOD): STRUCTURM 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE W1TH MANUFACTURERS'RECOMMENDATIONS. X14 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION • 1/4"TTW CARBON STEEL TAPCONS THRU IX OR 2X WOOD 3. ENSURE MINIMUM 1°EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2°MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY!CONCRETE WITH 1-1/4° FRAMING,ANCHOR SHALL BE LOCATE)IN CENTER OF NOMINAL 2x(MIN)WOOD STUD Q,e.314°EDGE o 114"LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND MIN EMBED AND 1°MIN EDGE DISTANCE. DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 1/2"MIN EDGE DISTANCE. 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE TO WOOD BUCK OR HOST STRUCTURE(0-0.55 MIN WOOD): 6. WOOD HOST STRUCTURE SHALL BE-SOUTHERN PINE°G=O.S5 OR GREATER DENSITY. e 014 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE AND 3/4°MIN EDGE DISTANCE. DISTANCE EXCLUDES STUCCO FOAM BRICK,AND ETHER WALL FINISHES.FOR SITE CONDITIONS DOTIC EOF FROM THE CONDITIONS D�TAAED HEREIN WITHIN THE HVHZ,A ONE-TIME SITE-SPECIFIC ' • ]f4°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE 3/4°MIN EDGE DISTANCE, COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY RREEQQLCJIIIUI A ONE-TIME TO 16 GAUGE MINIMUM STEEL STUD: SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINftD OR THAT SITE SPECTFIG DOLUMENTS BE PREPARED, 10-JWN-O015a SIGNED DATED AND SEALED BY A LICENSED ENGINE&OR REGISTERED ARCHncr,WHICH DETAIL ANT e 914 SAE GRADE 5 SHEET'METAL S(SCEW W1TH FULL THREAD JUSTIh�THE DEVIATION. x"ut mina Q3 ENGAGEMENT THROUGH STUD AND 112°MIN EDGE DISTANCE. S. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE AWovcdffi c=pIYIdgw6h9w acRt TREATED AS CORNERS WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE Ff`tOM CORNERS NOTED HEREIN. DMo wd O jt 9- WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING A MBERS,NOT INTO PLYWOOD. NNOA S OQ� b� 10. OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE, B i { t� t FMNKL BENNAROO P.E 52.125°MAX FRAME WIDTH 52.125°MAX FRAME WIDTH i (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) 8,345°O.C, 7°MAX,7YP�`"'1 MAX,TYP. MAA X MAX � . ALLOWABLE MAX MAX Z DENOTES HFRA ANCHOR E, 6°MAX DESIGN PRESSURES THROUUGGHHNAAILLFFIIN,, MAX ® ulz THROUGH FRAME, jTYPICAL ALL SIDES e TYPICAL ALL SIDES d d +65 PSF 6°MAX u 99.Sr O.a -75 PSF MNC z <1 � © i B W LOCATED LATCH OCATED�AT 9qq O ' " SASH CAM LOCK [iii SASH CAM LOCK tl o +y g �S FROM EACH END % ; EACH END W N NNppTT�� 6�/gd FROM EACH END / LOCATED A I - _� - ----- I O MINIMUM ANCHOR SPACINGS SHOWN HEREIN ---- ----------- ------------ ----- CLUSTER OF 8 ANCHORS APPLY TO BOTH STANDARD AND ORIEL R 3` AT ENDS OF HORIZONTAL, / 3° 2, THE WINDOWS.SIZE,ALINE SASH D.L.O.AND 1 s 4'FROM SPACED 3'0.C. FIXED SASH D.L.O.OF SHAPED UNITS SHALL FIT H MT+°+L $ WITHIN THE DIMENSIONS SHOWN FOR I TOSASH CUT, IN FIXED 8°O.G 16 i �/ RECTANGULAR UNITS ON SHEETS 8 AND 10. O® MEETING��RAIL M HORIZONTAL /J[` I�IEp�I� ^ ° II �xi AND VENT SASH, MAX,TYP. ._ ,g 1T)SAICL ` MEETING RAIL SEE SECTIONS BOTH SID. ® AND VENT SASH. ' {SIDES SEE SECTIONS i 3'FROM SILL i 3'FROM SILL v O m -TO SASH / i TO SASH , I� 8 BM SIDES % �. BOTH FIDES w Q qg 6'MAX 'MAX 2`MAX I I 2•MAX $ Y 1 2 f-.8.345°O.C. { [ t____-� 7°O.G 6°MAX .O. b°MAX 2° 2 MAX,TYP. 2"I 4 13 (2)0.75°x0.15'WEEPHOLES IM 3 FRAME SILL,3-FROM EACH JAMB FRAME SILL 3-FROM EA JAMB i 52.125"x75" ARCHED WJ CLIPS 52.125"x75" ARCHED W,[ CLIPS ggg 1 THRU-FRAME ANCHOR ELEVATION tT N NAIL FIN ANCHOR ELEVATION 1 N.T.S. EXTERIOR ELEV 11 N.T.S. EXTERIOR ELEV ANCHOR NOTES: Inc . THRU-FRAME ANCHOR SCHEDULE: NAIL-FIN ANCHOR SCHEDULE: �� TO HOLLOW BLOCK OR 3182 PSI MIN CONCRETE HOST 1, SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS ANDJOR SPACING. TO WOOD BUCK OR HOST STRUCTURE(6=0.55 MIN WOOD)I STRUCTURM 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. • X14 WOOD SCREWS WITH 1-1/2°MIN.THREAD PENETRATION • 1/4'ITW CARBON STEEL TAPCONS THRU 3X OR 2X WOOD 3. ENSURE MINIMUM 1°EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2'MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4- FRAMING,ANCHOR SHALL BE LOCATED IN EENTER OF NOMINAL 2x(MIN)WOOD STUD(Le.3/4'EDGE • 1/4'LAG SCREWS WITH 1-1/2'MIN.THREAD PENETRATION AND MIN EMBED AND 1°MIN EDGE DISTANCE. DISTANCE I5 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING)). 1/2'MIN EDGE DISTANCE. S. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE EIUD GRAIN OF WOOD HOST STRUCTURE TO WOOD BUCK OR HOST STRUCTURE(G=0.E5 MIN WOOD): 6. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G=0.55 OR GREATER DENSITY. e ,514 WOOD SCREWS WITH 1-1/2'MIN.THREAD PENETRATION 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE AND 3/4°MTN EDGE DISTANCE. DISTANCE EXCLUDES STUCCO FOAM BRICK AND TITHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS D�'fA71.ED HEREIN WITHIN THE HVHZ A ONE-TIME SITE-SPECIFIC • 1/4"LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL B APPLIED FOR AND SECURED ROM TH!MIAMI-DADE BUBAING CODE 10-0WN-0015a 314-MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT C NTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE - CONDITTONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME 03 TO 16 GAUGE MINIMUM STEEL STUD: SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, PAee nucxl:FROIn, SIGNED DATED AND SEALED BY A LICENSED EN(T'NEE{C OR REGISTERED ARCHITECT,WHICH DETAIL AND APP1o:'Qd��PoP S W10T 8Te e 514 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD JUSTIkTHE DEVL�TION. FtarmaB gco ENGAGEMENT THROUGH STUD AND 1/2°MIN EDGE DISTANCE. S. FOR SHAPES QUALIFIED HEREIN THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE Daze -r() TREATED AS CORNER WITH ANCHOR IT[STANCES ROM THE FUSION WELDS NOT EXCEEDING THE NOAIt Q MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. p THAT FASTENERS ARE INTO ADEEQQUATE WOODDFRAMING F G�7E IM E 4GNOT ON7rn'0 PLLYWOOOD, FIELD VERIFY 10.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTH ERS)SHALL BE ANCJIORED PROPERLY TO BY Lag i i 3 i 52.125°MAX FRAME WIDTH 52.125"MAX FRAME WIDTH (IXCLUDING NAIL FIN OR SNAP-ON FLANGE) (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) 8,345°0 6 7°O.C. j 1 MAXr TYP. ALLOWABLE ttt Z o{"}} � ® M tF DESIGN PRESSURES i _N A/0 1 +65 PSF Z � MAX ® TILTLA -75 PSF z° 2° 0 m w MAX OEACH END 6° MAX MAX Z .4 MAX ® LOCATED AT 2" ©© M ASSEMBLY SASH CAM LOCK EACH END MAX z • LATCH LOCATED 2° ASSEMBLY LATCH CAM R t 6%d FROM EACH END NOTESt MAX 6�/e FROM EACH END M O ?0 5 (j' i�f7+Y6RMUM ANCHOR SPACINGS SHOWN HEREIN O CLUSTER OF 6)ANCHORS ft' a APPLY TO BOTH STANDARD AND ORIEL fl-N 3• y ( .L WINDOWS.STANDARD WINDOWS SHOWN HERE. AT ENDS OF HORIZONTAL, , / 3° 2. THE FRAME SIZE,ACTIVE SASH O.L.O.,AND 4°FROM SPACED 3°O.C. °,� FIXED SASH D.L.O.OF SHAPED UNITS SHALL FIT HORIIOMAL g� i c G WITHIN THE DIMENSIONS SHOWN FOR TOSASH CUP S"O.G $ i via RECTANGULAR UNITS ON SHEETS 9 AND 10. TYPICAL HORIZONTAL REINFORCEMENT ^ BOTH SIDES X REINFORCEMENT MAX,TYP x TO SASH CLIP, FIXED L� IN FIXED ME RAIL MEETING RAIL J �I�- O AND VENT SASH, AND VENT BOTH SIDES B SEE SECTIONS ® SEE SECTIONS t2 o u p 3°FROM SILL , 3°FROM SILL Eli O m -TO Y PSH , TO SASH CLIP, BOTH SIDES / BOTH SIDES 6°MAX 6"MAX 2°MAX 2°MAX 6°MAX 13 }-8 AX.�4 6°MAX 2°MAX Y 12 MAX,TYP. 2"M d (2)0.75°4.15°WEEPHOLES IN (2)0SILL,0.15°FROM EACH JA IN FRAME SILL,3°FROM EACH JAMB FRAME SILL,3°FROM EACH JAMB 52.125"x75" HALF-ROUND Wj CLIPS 52.125"x75" HALF-ROUND W// CLIPS THRU-FRAME ANCHOR ELEVATION 2 NAIL FIN ANCHOR ELEVATION 12 N.T.S. EXTERIOR ELEV 12 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL-FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE(0.0.58 MIN WOOD): STRUCTURE.- 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS,RECOMMENDATIONS. a £t14 WOOD SCREWS WITH STRUCTURE MIN.THREAD V;WO D): • 1/4°ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD 3. ENSURE MINIMUM 1°EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK, 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACT:OF WOOD STUD AND 1/2"MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4° FRAMING ANCHOR SMALL BE LOCATED IN CANTER OF NOMINAL 2x(MIN)WOOD STUD 0.e.3/4°EDGE • 1/4°LAG SCREWS WITH 1-1/2"MIN.THREAD PENETRATION AND MIN EMBED AND 1"MIN EDGE DISTANCE. DISTANCL IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 1/2°MIN EDGE DISTANCE. S. WOOD ANCHORS SMALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE. TO WOOD BUCK OR HOST STRUCTURE(6.0,55 MIN WOOD): 6. WOOD HOST STRUCTURE SMALL BE°SOUTHERN PINE"G-0.55 OR GREATER DENSITY. • X14 WOOD SCREWS WITH 1-1/2"MIN.THREAD PENETRATION 7• ANCHOR REQUIREMENTS AS SHOWN HEREIN INCLUDING MINIMUM EMBEDMENTAND EDGE AND 3/4°MIN EDGE DISTANCE. DISTANCE EXCLUDES STUCCO,FOAM BRICK,AND OTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DEl•ATLED HEREIN WITHIN THE HVHZ A ONE-TIME SITE-SPECIFIC • 1/4°LAG SCREWS WITH 1-1/2"MIN.THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADS BUILDING CODE 10-3WN-00158 3/4"MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL DMSION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ THE BUILDING OFFICIAL MAY RpUIRE A ONE-TIME 03 TO 18 6AU6E MINIMUM STEEL STUD: SI.TESPECIFIC NOTICE OF ACCEPTANCE BE OBTAIN6D OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, FAG!Deac ONE • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSED ENGINEE�t OR REGISTERED ARCHITECT,WHICH DETAIL AND PIYIn6 1 ITIM1fTHE DEVIATION._ ENGAGEMENT THROUGH STUD AND 1/2°MIN EDGE DISTANCE. TREATED AS CORNERS WITH ANNCHO bIISSTEANCES FROM THE SON OF RADIUS WELDS NOT EXCEEDING THE BE Q// MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. ( �� 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY ["1 THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 10.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO i 8! i p8qN�L 6EARiARDD P.6. 3 6PC0048649 EXTERIOR MIN WOO GHOS5 i;��'I FINISH MIN WOOD HOST OTHERS STRUCTURE tws EXTERIOR WOOD ANCHORS t' FINISH BY ANCHORS PER THRU-FRAME �® NN { PER SCHEDULE' 07}{p� / / OR SCHEDULE ANCHOR SCHEDULE"t=�'ik.• %e° i' PERIMETER E DIST. �EIOSTING HOST PERIMETER �""'• EMBED.—� O.HB g STRUCTURE z Q CAULK BY OTHERS SI5t4 MAX Z 1 L SHIM W w 0 2 N 7 6 3 > 6 6 1 I 0 0 4 3 7 4 7 3 Stzd EXTERTOR INTERIOR EXTERIOR INTERIOR Ji 9 8 4 8 t4fS. 3 NOTE.SEE ANCHOR ELEVATIONS FOR ANCHOR 3 40 E=t k f 3 LOCATIONS AND SPACINGS.SEE ANCHOR SCHEDULE 3 FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. j W 8 I OPTIONAL r. SCREEN � 0 7 OP71ONAL ! 7 iE (2)0.75"x0.15° (2)0.75°x0.15° WEEPHOLES IN WEEPHOLES IN FRAME SILL,FROM EACH 3AMB t 6 FRAME SILL,B 1 2 FROM EACH JAMB PERIMETER MAX MAX s CAULK BY SHIM SHIM v . OTHERS EMBED. PERIMETER OPTIONAL `I CAULK BY c �7ED WOOD IMP a. . ,a- EDGE OTHERS BUCK BY OTHERS M WOODANCHORSr IN. D1ST. '°' PER NAIL-FIN°- ''• 10 EXTERIOR w / �SS RUUcn))RHE� ANCHORSC t1EDULE,. L,• N; FINISH BY., ANCHORS SCHEDULE FRAME CHOR SCHEDULE FINISH T EXTERIOR EXISTING G=0.55 OTHERS a; . €1/� MIN WOOD HOST STRUCTURE i TYPICAL NAIL FIN SECTION 2 TYPICAL THRU-FRAME SECTION o J �,3 N.T.S. VERT SECTION 13 10-J WN-0015a N.T.S. VERT SECTION 03 PA®DIIBCtIfPRD t YmB,wOhthe EDGE INTERIOR EDGE DIST. 1/4" DIST. MAX 6.875°FROM SASH END 6.875'FROM SASH END OrARD.0 P,� SHIM TO SASH CAM LOCK TO SASH CAM LOCK CENTER D MINTER EDGE =T EXISTING tsr. EDGE DIST. G-0.55 MEN T 4 EXISTING WOOD HOST 4 6-0.55 MIN STRUCTURE WOOD HOST STRUCTURE Al 38f - T Cy 7=31 . m _41 MIN. VA -C69 a H MIN. p z Wo M� AMNV PER D ORS ANCHOR 21 Z SCHEDULE EXTERIOR FINISH 7 3 1 EXTERM IVOTO t SIZE AND QUANTITY OF BY OTHERS BALANCE RODS MAY VARY DEPENDING EXTERIOR FINISH PERIMETER CAULK ON UNIT SIZE AND CONFIGURATION BYOTHERS By OTHERS TYPICAL NAIL FIN PERIMETER,CAM SECTION AT FIXED LITE BY OTHERS N.T.S, HORIZ SECTION tq MT.1115EEAN H 0' EVATIONS FOR ANCHOR .0, A C D.pA GS. SEE ANCHOR SCHEDULE OPTIONAL FOR MINIMUM EDGE DISTANCES AND 04BEOMENTS. PRESSURE TREATED WOOD BUCK 6.875°FROM SASH END 6.875'FROM SASH END BY OTHERS EXISTING HOST EXISTING HOST TO-SASH CAM LOCK CENTER TO SASH CAM LOCK CENTER STRUCTURE 8 STRUCTURE 1/4' MAX 1/4' Si SHIM MAX ANCHORS PER SHIM THRU-PRAMS 4 4 S AN PER ANCHOR SCHEDULE THRU-FRAME ANCHOR SCHEDULE EMBED. �a o, vAi EXTERIOR 3 0 NOTEI SIZE AND QUANTITY OF BALANCE RODS MAY VARY DEPENDING EXTERIOR FINISH PERIMETER CAULK ON UNIT SIZE AND CONFIGURATION BY CamTmH BY OTHERS PERIM R CAULK TYPICAL THRU-FRAME B OTHERS EXTERIOR FINISH ERS SECTION AT FIXED LITE BY OTH 10-3WN-0015a N.T.S. HORIZ SECTION or#jxt i US rase neeae:rriow 04 M**8 lie � | | | ! � � / ! | | ' � ' DIST. 1/4' JNTMO ED SHIM MAX EDGE SHIM GE E)aST7NG DIST. IST. G 0.55 MIN EaSTING WOOD HOST G-0.55 MIN STRUCTURE WOOD HOST Mij PER MAIL-FIN -'Wb66 XWai ims 6 AN Pf�R NAIL-FIN SCREEN EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK 31 BY OTHERS TYPICAL NAIL FIN . PERIMETER CkULK /T\ SECT-ION AT ACTIVE SASH W/O CLIPS V OTHERS NOTE SEE ANCHOR ELVATIONS FOR ANCHOR LOCATIONS AND smaws.SEE ANCHOR scHEDuLE OPTIONAL FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS, PRESSURE o- TREATED WOOD SUCK Immoa BY OTHERS EXISTING HOST EXISTING HOST STRUCTURE STRUCTURE MAX 1/4" SHIM MAX ANCHORS PER SHIM THRU-FRAME ANCHOR SCHnLE PER EM OPTIONAL SCREEN PERIMETER CAULK OR H BY OTH BY OTHERS PERI14 It CAULK TYPICAL THRU-FRAME M(TERIOR FINISH BY OTHERS r2 SECTION AT ACTIVE SASH W/O CLIPS 10-JWN-001 By DIST. 1/4* 1/4' DIST. MAX MAX \EDGE— SHIM SHIM EDGE EXISTING DIST. DIST. G-0.55 MIN EXISTING WOOD HOST I G-0.55 MIN STRUCTURE WOOD MOST 30 ,–STRUCTURE '*ug 9 1 a I I u- r-c MIN. 3 37 MIN. w ------------------------- ---------- ------- iR NAIL-FIN ANCH .S D A. EDULE OPTIONAL lax SCREEN N: EXTERIOR FINISH MMRIOR BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK PERIMETER CAULK BY OTHERS TYPICAL NAIL FIN ByaniEn SECTION AT ACTIVE SASH W/ CLIPS N.T.S. HORIZ SECTION =TA 0 AN OR NOTE SEE S FOR H r LOCATIONS S�SENB ANCHORCSCflEDULE ;z FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. OPTIONAL x PRESSURE TREATED rd INTERIOR WOOD BUCK BY OTHERS EXISTING HOST EXISTING HOST STRUCTURE STRUCrURE 1/4' 1/4" MAX ANCHORS P�R/ SHIM niRu-= ANCHORSCHEP alll PER THRU-FRAME AN OR SCHEDULE EMBE EMBED. -VI - ----------- 44a7 a Sig OPT70NA SCREEN "'F EX. INISH PERIMETER CAULK BY OTHERS BYOTHERS PERIMETER CAL TYPICAL THRU-FRAME BY EXTERIOR FINISH /-2-"'\SECTION AT ACTIVE SASH CLIPS BY OTHERS LO-JWN-OOTS-a- �Lrg - -103 \,�6 N.T.S. HORIZ SECTION DOD IL Y 7f { 1 { • K L.BY PAC 7 16 6 9 I 1 " 4 7 Q 1 7 ® , BILL OF MATERIALS 19 3 I71R*4 1 02465 NUMBER D 9625 Main Frame p MOn VENDOR j 2 01975 Holeft Needed on a Or Box Frames Romai 7.�nn tIY�L , g 1E 4. 14 3 3* 01846 Die.6177 Ina Glazing Bead 5.80 Shore D Mkon a t+, 4 E Rio.€ 4 Verb= Balance Rod She& determined window aim UN tat or Caldwell Z W[ x b 011MOR 6 7 5 00242 #8x1.375"Pfli St4S 8x1.375 PFN SMS Merchants Fasteners w *+ S!Y 6* 01850 7057-Sash Stop Piper Vertical Propassin Shore D MwOn I 7 01934 6573-Gazing Watt Setting Brock 85 Dummeter Frank Lowe i 4 19 ZO 8* 01854 7126-Interlock Interlock 5-Bfi Shoe D mom H°o i 0 9 00647 7126.1-Rolnforcemaht cement( T6 ) Irdal" '"G 13 a 10 01914 677163 Kee -Deco-Ian Paco 1 31,38,39 or 40 11 11 01930 9419DM 6x1 PPH Self Ta rn Merchants Fasteners 3 36 12 — — 5aeen Frame 6063- Nwnlat- Indalax 11 13 03320 #6A x 2.001 #6 x 2.00°Trues Head PPH SS Merchants 41 Fasteners 14 OW95 Dow 995-While Part Of IG Stack Dow 'r 1 39 or 40 8 18 10407 .375-M larTa Part of M Stadc gd Tech 3 19 09878 1 Sealer H15160o.125 Part of IG Stack HO Fuller � 20 20 04943 11 Part r Stack Ed eTech 21+ 01843 8439-Sip Rho' RL9ls ei D Mgaron 11 11 22 01093 .18r x.2W F1n Seal mom Insta w U sft II 24* 01839 7795-Ilft Rap U hval u. F ! a 25 00635 7092.1-Reinforcement Vent Reintmament( mom Q O & 7 22 26 00235 90065A148 #6 x PPH SMS-Tan MCMrAw-Carr 27 01253 Pivot Bar Balance Pivot Bar unique 28 00173 #8 x.7'PPH SMS #8 x.75°PPH SMS Merdwts Fasteners 9 29* 01885 Die:8869 Snap—In FlaWe Share D Mkon S 3 30* 61835 7092-Vent Interlock Vent Interlock Processing rrM Shore D mum 13 8 31 01918 Lie:6775MK26 Deco Cam Lack w utlon , 32 01249 TR Lath *Varies* A&VMW 4 36 42 11 33 01252 Balance Shwa Assembly *Varies* Unique 37 34 00124 #8 x.751 PFH SMS #8 x-75-PFH SMS Merclehia Fasteners 22 11 11 35 07168 Dow 1199 Dow 1199-clear *Vanes* 36 Frame Snubber DP Snubber Snubber 2a As Stainless Ste Bordner 21 11 37 00208 #7A x 5 PFH CR #7A x.625°PFH CR SMS Merchants Fastokrers 3 38 05029 Die:6772091(19 Deco Cam Lock(w/o button Dem 6 39 12477 Die:12477-5 JW Cam Lock-LH Fastaik 22 40 12478 Die:12478-5 SW Cam Lock-RH Fastak 33 22 28 41* 01838 Die:7093 Meson 22 42 Snubber-Sash DP Snubber 8100 Sash Smibber As red Stakpess Bordner . 3 11 7 7 28 44 01043 .387x.25x.50 VJeaBleratrl For Snubbers As uked URraFab *NOTHi mom WHM PVC BY MDMN IS UUM SEPARATE CURRENT VJ M7-DADA NOTICE OF ACCEPTANCE 3 (NOR).WHITE PVC ExMUSIONS MtALL BE IAIMW WITH AANA EXTRUDER CoDa,MORUDER NAME,CITY,SYA79 36 &-MIAMt-DADA COUNTY APPROVED,AT THE TIME OF EUBMIn'ALOFTNISAPPROVAL DOCUMENT,THE CURRENT MIAM-DADS NOTICE OF ACCEPTANCE FOR THE RIGID WHITE PVC BY MIMON IS 10-0909.05.$NO=NOA 37 #10.090&04 BE REVISED,RENEWED,OR OTHERWISE SUMMED,Rmw wHrm PVC BY MBOkoN stALL Be PER g 42 11 THE SUPERCEDDIG NOTICE OFACCEPTRNCF. y S 1 BXIERI RO ��6 1 27 24 10 JWN-0015e 28 28 Baum 03 �� 7 8W1Q)pw !B`B` sa+:vrroxk � NO 1 TYPICAL ASSEMBLY DETAIL 1'T N.T.S. ISOMETRIC L,I i �---} _ a bFRANK 4e5ge 3.0001 0.7W° - f1 p 0 438° 0.187"XO.250" 0.018°S 6 1 WEATHERSTRIP HOLE PLUG per` Typ. po" 6°=r-0° 6°=r-o° SCREEN FRAME SETTING BLOCK 8°=1'-0° 6063 T6 ALUM 8°m 1'-0°4 O.p6o°-'t- � 065° t- 0.063° 0.488°r0.040° 0.275° - TYP. 0.21.815° G� o r-1 ° x A 0.030°� ICI I! 8 -t- II..11.. 0.060° �U� i •+ {---1.070°- �a.440°---} 0.110°-{{- 1.235°'�t TYP. UI a CI °' — � GLAZING FIXED +--2s76°---� W } MAIN FRAME 3 BEAD 6 SASH STOP FIXED INTERLOCK REINFORCEMENT y SILL RISER 3 PVC 8 =1'-0° PVC 8 TT-0° PVC C! 8°=1'-0° PVC 8°-1'-0° 6063-T6 ALUM. PVC .588v iJ -0��06—� T- 0 R 0.065° 1y `�• .+ .TYP. cI 0.070° � ,�: � 1.500° I� °rn.° { o.es9° } I �1 ��—1.ifio°-4 [Z�— VENT OPTIONAL LIFT RAIL REINFORCEMENT SNAP-TN FLANGE VENT INTERLOCK VENT G T STILE ," KEEPER i PVC 8'-l'-O. 6063-T6 ALUM. �'� 8°=1'-0° PVC '�V 6°=1'-0° PVC �j- 8°=1'-0° PVC �'V 8°= �2.625°� ' I 7a e. A= a @:.—. —J@ { za46°� SASH LOCK ASS'Y 39, 4" SASH LOCK ASS'Ycgq Jlr JO 8'-V-0° V 8ve1.-0v G¢2 0 0.530° .307' f� . 0.190° 0.080° 0.375"= 0.060° 0.060° 0.060° U 0.290° 0.375' PIVOT BAR FRAME CLIP SASH CLIP ALL CORNER$ ALL CORNERS G MITER CUT AND MITER CUT AND 27 gv o 1'-0° STEEL v 8°=1'-0° ss 42 8°°1'-p° SS FUSION WELDED FUSION WELDED ° 10-JWN-0015a 03 ApprovedmAhl°AwIWtEas e 1 FRAME CORNER DETAIL z SASH CORNER DETAIL n ao [ i8 N.TS. EXTERIOR ELEV 18 N.T.S. EXTERIORELEV � -2.657' 32 TILT LATCH 8°-1'-0° PVC 7 O Florida Building Code Online Page 1 of 3 Fi da SCIS Home Log In User Regishetion Hot Toplrs Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines � � Product Approval �USBR:Public User Regulation �T erupt Approval Menu>product or ApolicaUOn Search>Apolicatlon L >Applicadon a FL# FL11117-RS M ` Application Type Affirmation Code version 2010 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Emall 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jell-wen.com Authorized Signature Janet Gerard fbc @jeld-wen.com Technical Representative Jason Kantola Address/Phone/Emall 3737 Lakeport Blvd.' Klamath Falls,OR 97601 (541)882-3451 Ext 2921 jasonka @jeld-wen.com Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201 202 203 1994 Equivalence of Product Standards Certified By '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 N/A FL 1117 R5 COC SA11117 signed and cert 12-20-11,odf Product Approval Method Method 1 Option A Date Submitted 12/28/2011 Date Validated 12/28/2011 http://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvu1P2... 7/2J2013 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 01/05/2012 Date Revised 02/22/2013 Summary of Products FL# 1114odel,Number or Name Description 11117.1 Premium Atlantic Vinyl Fixed 8300(54x74)Insulated Glass(3/16"Annealed-5/16"SGP LAM) or Single Glaze(7/16"SGP LAM Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11117 RS C CAC 06-1017.04 PTC Eno Cert.PDF Approved for use outside HVHZ:Yes FL11117 R5 C CAC 06-1017.04 8300FW Impact Exp05092012 odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 05/09/2012 Other:small missile Impact resistant units with I.G.require to be Installation Instructions protected with shutters for compliance with HVHZ B1 11117 R5 II 06-1017 04 8300FW Impact Exo05092012 odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created b Inds ndent Third Party: 11117.2 Premium Atlantic Vinyl Fixed 8300(52x75)Insulated Glass(3/16"Annealed-5/16"SGP LAM) or Single Glaze 7/16"SGP LAM) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL11117 R5 C CAC F 1117 R2 C CAC 0_6-1017.04 PTC Eno Cert odf Approved for use outside HVHZ:Yes EU1117 R5 C CAC FL11117 R2 II 06- Impact Resistant:Yes 1017.04 8300FW Impact FxoGS092012.od f Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other:small missile Impact resistant units with T.G.require to be 05/09/2012 protected with shutters for compliance with HVHZ Installation Instructions F1.11117 R5 I1 FLIII17 R2 11 06- 017.04 8 0 0 O Verified ey:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11117.3 jPremlum Atlantic Vinyl Fixed 8300 52x7 Insulated Glass 3/16"-3/16"Annealed Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FJAII17 R5 C CAC 10-1012,02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2016 Design Pressure:+55/-55 Installation Instructions Other: RIII17 R5 II 10-1012.02.pdf Verified By:Miami-Dada BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 11117.4 lPremium Atlantic Vinyl Fixed 8300 52x7 Insulated Glass(3/16"-3/16"Tempered) Utnits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL11117 RS C CAC 10-1012,02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03131/2016 Design Pressure:+651-65 Installation Instructions Other: FL11117 RS II 10-1012.02,pdf - ode BCCO-CER Created by Independent Evaluation Reports Created by Inde endent Third Party: qAp,proved Premium Atlantic Vinyl Fixed 8300(52x7 Insulated Glass(3/16"Annealed-5 " B LAM mats of Use Certification Agency Certificate pproved for use in HVHZ:Yes EL11117 R5 C CAC 10-1012,03.pdf for use outside HVHZ:Yes Quality Assurance Contract Expiration Date mpact Resistant:Yes 03/31/2016 esign Pressure:+55/-55 Installation Instructions ther: FL11117 RS 11 10-1012,03,odf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11117.6 ium Atlantic Vinyl Fixed 8300 52x75 Insulated Glass(3/16" -5/16"SGP LAM) Umits of Use n cats Approved for use in HVHZ:Yes FL11117 R5 C CAC 10-1012.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:+65/-65 Installation Instructions Other- FLIII17 R5 II 10-3012,03.0dP Verifed By:Mlaml-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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,small addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall 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 455.275 (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 emails 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, please 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 dick here. Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvu1P2... 7/2/2013 r ionaa tiurldmg Code Online Page 3 of 3 secuiitrwx"E ucK http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtta.GsIp3GvulP2... 7/2/2013 M1AM1.LYk IE o MIAMI DADE COUNTY,FLORIDA BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) PRODUCT IDI805 SW 2e Street,Room O$ BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(7$6)315--2549 QT�� F ACCEPTANCE (N®�� www.mlamld uli din a ., ®me/asn Jeld-Wen,Inc(OR) 3737 Lakeport Boulevard Klamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Section and accepted by the Board of Rules and Appeals(BORA)to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA 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`Premium Atlantic Vinyl 8300"White PVC Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No. 10-JWN-0017b,titled"Series Premium Atlantic Vinyl 8300 Picture Window--Large and Small Missile Impact Resistant",sheets I through 10 of 10,dated 08/30110 with revision"02"dated 02/21/11,prepared by Engineering Express,signed,sealed and dated 03/03/11 by Frank L, Bennardo,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1,evidence pages E-1 and E--2,as well as approval document-mentioned above. The subm itted documentation was reviewed by Jaime D.Gascon,P.E. r►raW aatsecourrrr 6'(,A5CPV1 NOA No. 10-1012.03 naymomw 3°► it Expiration Date: March 31,2016. Approval Date: March 31,2011 Page 1 Jeld—Wen,Inc OR) NOTICE OF ACCEP'T'ANCE: E ENCE SUB T'I'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 10—JWWN-0017b,titled"Series Premium Atlantic Vinyl 00 Picture ure �I Window--Large and Small Missile Impact Resistant",sheets 1 through 10 of 10,dated 08/30/10 with revision"02"dated 02/21/11,prepared by Engineering Express, signed, sealed and dated 03/03/11 by Frank L. Bennardo,P. E. B, TESTS 1. 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of PVC Aluminum Winslow, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL—210-3571--1,dated 12/14/09, signed and sealed by Gerard J.Ferrara, P. E. C. CALCULATIONS 11 Anchor calculations and structural analysis,complying with FBC-2007,prepared and dated 10/04/10 by Engineering Express,Inc.,signed,sealed and dated 02/21/11 by Frank L.Bennardo,P. E. Complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami—Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 104413.04issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass@ Interlayer"dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 104922.09 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Butacite@ PVII,Interlayer"dated 12/24/10,expiring on 12/11A 1. 3. Notice of Acceptance No. 10-0909.05 revises 994113.05 issued to Mikron Industries, Inc. (a division of+Quanex)for"White PVC Extrusions for Windows and Doors qualifying for AAMA 303,Voluntary Specification for Poly(Vinyl Chloride)(PVC) Exterior Profiles by AAMA Fenestration Exterior Profile Certification Program" dated 10/01/2010, expiring on 9/30/2011. lGUc„�, Jaime D.Garcon, .E. Product Control Section Supertvisor NOA No. 10-1012.93 Expiration Date: March 31,2016 E-1 Approval Date: March 31,2011 Jeld Wen=Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated October 04,2010,signed and sealed by Frank L. Bennardo,P. E. 2. Statement letter of conformance and no financial interest,dated October 04,2010, signed and sealed by Frank L.Bennardo,P. E. 3. Laboratory compliance letter for Test Report No. NCTL-210--3571_1, issued by National Certified Testing Laboratories, Inc.,dated April 21,2010, signed and sealed by Gerard I Ferrara,P.E. 4. Proposal No. 09--1188 issued by BCCO,dated September 23,2009,signed by Renzo Narciso. G. OTHERS 1. None. Jaime D.Gascon, .E. Product Control Section Supertvisor NOA No.10-1012.03 Expiration Date: March 31,2016 E-2 Approval Date: March 31,2011 I PREMIUM ATLANTIC I SERIES 8300 FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT j GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 202&ASTM E1300-04 STANDARDS. 2. NO 33-11J/3'ln INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIS SYSTEM. w m£ / WIND LOAD bURAIUN FACTOR Cde1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. ui O 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE U DETERMINED BY OTHERS ON A 308-SPECIFIC BASES IN ACCORDANCE WITH THE GOVERNING CODE. & / 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER Q OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR ONE-TIME G. ,Fri NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. FOR INSTALLATIONS UP TO 30'MAX ABOVE GRADE INSTALLATION WITH GLAZING TYPE'R IS LARGE W MISSILE IMPACT RESISTANT AND DOES NOT REQDIRE ADDEIONAL IMPACT PROTECTION.FOR INSTALLATIONS GREATER THAN 30'ABOVE GRADE INSTALLATIONS WITH GLAZING TYPE A!ARE N Cd NOWIMPACT RESISTANT AND SHALL BE PROTECTED WITH AN IMPALT•RESI5TANT COVERING WHEN g INSTALLED WITHIN WINb-BORNE pEBRIS REGIONS AS DEFINED IN ASCE 7-05.GLAZING TYPE A IS o w 45a APPROVED FOR A MAXIMUM DESIGN PRESSURE OF*55 PSF. �p�' 6. FOR INSTALLATIONS GREATER THAN 30'ABOVE GRADE INSTALLATION WITH GLAZING TYPE'S'IS LARGE AND SMALL M SSTLE IMPACT RESISTANT AND DOES NO REQUIRE ADDITIONAL IMPACT PROTECTION. GLAZING TYPE B IS APPROVED FOR A MAXIMUM DESIGN PRESSURE OF X65 PSF. 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED g PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. b 37 & ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL P$Q gt " 9H PMLA5TIC CM.OMPONENTS USED W SIN THE HHVHZ MUST MEET ALL APPLICABLE PIRE/SMOKE/UV 9 PERFORMANCE UIREMENTS AS SET FORTH IN THE ABOVE-NOTED BUILDING CODE AND SHALL BE z 9 4 D SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. = IO.ALL STEEL N CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED N THE $ I'r ccZZ3 IS W ABOVE-NOTED BUILDING CODE.ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT g� o WITH DISSIMILAR MATERIALS N ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. 1- N K.ANNgR Y.'ANN N J F. °�, .4 DINT R090°SG)I NT SENTRY o NNEALED GLA5(SG'IIIITERLAYER °TEMPERED�e ANN'MIN. 1/2'MIN.49.5W MAX D.L.O.WIDTH S BITE GLASS BEE YNTfRIOTERIOR INTERIOR EXTERIOR DOW CORNINDOW CORNING 99 PACER BY PER SPACER BY STRUCTURAL SILIECH STRUCTURAL SILICONE EDGE TECH GLASS SETTING BL GLASS SETTING BL I . . 1 (85 OUROMETER) (85 DUROMETER) 52.125'MAX FRAME WIDTH GLAZING TYPE � GLAZING TYPE (EXCLUDING NAIL FN OR SNAP-ON FLANGE) %°INSULATED LAMINATED,LMI %'INSULATED LAMINATED,LMI/MI (2}0.75°x0.165°WEEPHOLES N FRAME NOT FOR USE ABOVE 30'ABOVE GRADE. FOR USE AT ANY HEIGHT ABOVE GRADE. tl�TYPICAL PICAL ELL:V ATION SILL FRONT FACE 1.625°PROM EACH ALLOWABLE DESIGN PRESSURE:&55 PSF. ALLOWABLE DESIGN PRESSURE:"S PSF. ]AMB,C2)-0.125°x0.09°WEEPHOLES ON j N.T.S. EXTERIOR ELEV SILL TOP SIDE 0.295°FROM FRONT SEE GENERAL NOTES#S AND$6 FACE AND 1.625'FROM EACH JAMB, (2)-O.I2550.09'WEF.PHOLES ON SILL /z\GLAZING DETAILS (MINIMUM) P SIDE 0.99°FROM FRONT FACE AND ALLOWABLE N.T.S. VERT SECTION 10-J W N-0017 Y V L7 1.625°Fl20M EACH]OMB 1 Cl2 DESIGN PRESSURES *SEE SHEET 2 FOR Alm��aewmplyin8aimm. "A GLAZINGTYPE�: f55 PSF HALFHALFROEUNDEIEVA ows NVL 0 Ito GLAZING TYPE®: +65 PSF r Ii f FRAMC 4 BEHIJRRDO P.E. 6949 >r;'r: s1 i 12 z � acv t wT a . I mil a 0 a 3 1 6 N cl ^y Z O $ 49.50°MAX D.LO.WIDTH g �d 0 49.50°MAX D.L.O.WIDTH Fm i 52.125'MAX FRAME WIDTH 52.325°MAX FRAME WIDTH (EXCLUDING NAIL FIN DR SNAP-ON FLANGE) (2)-0.75'x0.165'WEEPHOLES IN FRAME (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) 2}0.75°x0.165'WEEPHOLES IN FRAME ' SILL FRONT FACE 1.625°FROM EACH ILL FRONT FACE 1.625°FROM EACH c ARCHED WINDOW JAMB,(2)-0.125°x0.09•WEEPHOLESON HALF—ROUND WINDOW JAMS, (2)_6.125°xo.09^WEEPHOLFSON 1 TYPICAL ELEVATION FACE AN s1pE 0.295°FROM FRONT 2 TYPICAL ELEVATION +S-TOPSIDE 0.295'FROM FRONT FACE AND 1.625°FROM EACH.IAMB, FACE AND 1.625°FROM EACH JAMB, 2 N.T.S. EXTERIOR ELEV (2)-0.125°x0.091 WEEPHOLES ON SILL 2 N.T.S. EXTERIOR ELEV (2)-0.125'510.09°WEEPHOLES ON SILL TOP SIDE 0.99°FROM FRONT FACE AND TOP SIDE 0.99•FROM FRONT FACE AND 1.625°FROM EACH JAMB 1.625°FROM EACH JAMB 10-JWN-0017b APpmvada9mmPlytpgat9htha Pno9D9ecRlPnow 02 B Code 1 i d 1 � 4ApNK 4 BIIdNAR00 P. t 1t'6 6• 6.5°O.C. 6• �MAX I I 1 MAX,TYP. �p1AX I xaQ I Kq � tONm E f z® uf, DENOTES ANCHOR � THROUGH FLANGE, W T— 'T TYPICAL ALL SIDES p THRU FRAME ANCHOR SCHEDULE: W eZ a 6,#m TO HOLLOW BLOCK OR 3162 PSI MIN CONCRETE HOST ' ra m w$ BTRUO p ,� • 1/44°'IT w W CARBON STEEL TAPCONS THRU 1X OR 2X WOOD (u w i g BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4° N� 1 MIN EMBED AND 1•MIN EDGE DISTANCE. O M TO WOOD BUCK OR HOST STRUCTURE(3-0.33 MIN WOOD)- . 814 WOOD SCREWS WITH 1-112°MIN.THREAD PENETRATION < AND 3/4°MIN EDGE DISTANCE. ' . 1/4°LAG SCREWS WITH 1-1/2°MIN.THREAD PENETRATION AND 3/4°MIN EDGE DISTANCE. TO£6 GAUGE MINIMUM STEEL STUDI z 1 w O • 814 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ij>� ENGAGEMENT THROUGH STUD AND 112°MIN EDGE DISTANCE. B.S.0.C. DS G MAX,TYP. MAX,TYP. 3�� t QQ q .22,.�p 3 ANCHOR NOTES: 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS ANO/OR SPACING, q �� 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. M}o v , 3. ENSURE MINIMUM 1°EOGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. 0 C G 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL k 2x(MIN)WOOD STUD(La 3/4°EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). F4 S. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE°0-0.55 OR GREATER DENSITY. 4 E 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONETIME SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-OADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE BUILDING OFFICIAL MAY REQUIRE A ONETIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. 7. FOR SHAPES QUALIFIED HEREIN,THE FUSION WELDS OF FRAMES SHALL BE TREATED AS CORNERS,WITH ANCHOR _ DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. �- 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. . 6°MAX r 6.5"O.C.r -16'MAX 8. OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO . MAX,TYP. THE EXISTING STRUCTURE 52.125°MAX FRAME WIDTH (EXCLUDING SNAP ON FLANGE) 1 THRU FRAME ANCHOR ELEVATION 3 N.TS. EXTERIOR ELEV 10-JWN-0017 02 �(`�� TIDNIR�It�I PAa9 DHBCRIPTSONe N. 90 BY i i 1 p BENtiARDO�P.H. i 6.5°O.C. 6.5°O.C. t--- MAX.gyp "MAX,TYP. 1 6°MAX j ' o a Q® ul I u b (�cj 14V1�J. W S �p5, f°MAX n6°MAX tGf �t ii I t3 t*to qz as a,Z p S.S.O.C. 5.5"O.C, g 6 MAX,TYP. MAX,TYP. MAX,TYP. 5S°O.C. �+ MAX,TYP. rpi Z. jj r 0 I 6S°O.C. '16°MAX 6° r I 16.5°O.C. "t 6'MAX i� r MAX,TYP. t—t MAX,TYP. ' 52.125°MAX FRAME WIDTH . (EXCLUDING NAIL.FIN OR SNAP-ON FLANGE) 52.125°MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) ARCHED WINDOW HALF-ROUND WINDOW gg 1-'NTH RU FRAME ANCHOR ELEVATION a THRU FRAME ANCHOR ELEVATION 8 q. N.T.S. EXTERIOR ELEV 4 N.T.S. EXTERIOR ELEV , 10-J WN-0017 .� ]�$WR4t118 PAflH bP14CNiP7ION1 *THRU FRAME ANCHOR SCHEDULE' SEE SHEET 3 FOR THRU PRAMS ANCHOR REQUIREMENTS AND NO lG. lie THRU FRAME ANCHOR NOTES. d I i 9 I ' FRANK BENNNiDO,P.E, 4'O.C, a 6"MAX MAX TYP. 6°MAX r KF : a• rl st 'S b Ip r'W' "t—• j DENOTES ANCHOR • y�J f / THROUGH NAIL FIN, TYPICAL ALL SIDES ® Z fi3 u1 N I ® NAIL FIN ANCHOR SCHEDULE: TO WOOD BUCK OR HOST STRUCTURE(0-0.50 MIN WOOD)e • + #14 WOOD SCREWS WITH 1-112°MIN.THREAD PENETRATION $ AND 3/4'MIN EDGE DISTANCE. g e 3/16'ITW CARBON STEEL TAPCONS WITH 1-1/2'MIN.THREAD Ii • • GyW7 PENETRATION AND 3/4'MIN EDGE DISTANCE. 4°O.C. t] MAX TYP. • • ' • 4' TYP. + ANCHOR NOTES: o • ® 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. In t ® 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 3. ENSURE MINIMUM 1°EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. ' 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL <{ I • 2x(MIN)WOOD STUD(Le.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). jq 5. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE°6-0.55 OR GREATER DENSITY. ® 6. ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,EXCLUDES ppp STUCCO,FOAM BRICK,AND OTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED j HEREIN WITHIN THE HVHZ,A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED PROM •�- THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME 's SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED '' Ali io is AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. • 7. FOR SHAPES QUALIFIED HEREIN,THE FUSION WELDS OF FRAMES SHALL BE TREATED AS CORNERS,WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. 4'O.C. 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT FASTENERS 6'MAX MATT TV. 6°MAX ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. . 9. OPTIONAL PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO 52.125°MAX FRAME WIDTH THE EXISTING STRUCTURE. (EXCLUDING NAIL FIN) S 1 NAIL FIN ANCHOR ELEVATION S 5 N.T.S. ' 10-JWN-0017 s�A oz Amy p y)ug7vtmThe A08688 ON Duty NO By Y R ', 9PFAO48b 9��P.Ei 4°O.C- 4"0.C. 6°MAX MAX TYP. 6°MAX MAX,T1P. ! _-� co • z d N Q �� g m F : 1 . !16°MAX !'16°MAX N 9 a oil 0 a o ® 88 n0 � mQ d ga �� • • as o u B°MAX�- MAX TYP. -}6°MAX 6•MAx�- 4°O.C. MAX TC. 6°MAX 52.125°MAX FRAME WIDTH 52.125°MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP-ON FLANGE) (EXCLUDING NAIL.FIN OR SNAP-ON FLANGE) ARCHED WINDOW HALF-ROUND WINDOW 1 NAIL FIN ANCHOR ELEVATION 2 NAIL FIN ANCHOR ELEVATION N.T.S. EXTERIOR ELEV 6 N.T.S. EXTERIOR ELEV 10—JWN-0017 Pn.soesc•:Pno,02 *NAIL FIN ANCHOR SCHEDULE: wduas •�wft*g SEE SHEET 5 FOR NAZI.FM ANCHOR REQUIREMENTS AND NAIL Dam �O FIN ANCHOR NOTES. NO � p� 5y i • PPANK BEgt+NWRM�P,E� OPTIONAL PRESSURE 3 1 EXISTING HOST TREATED WOOD BUCK EXISTING HOST STRUCTURE 1)4° BY OTHERS STRUCTURE MAX 1 MAX SHIM SHIM i ANCHORS PER THRU �� FRAME ANCHOR °® .+ £ ANCHORS PER THRU SCHEDULE Q 0 FRAME ANCHOR SCHEDULE B �� 111 5 BED w INTERIOR MB / w N lIIYYY 10 / Q w 4t AU �a 9 8 F.XTER< R 6 9 t♦�w° r�,< 3 EXTERIOR FINISH PERIMETER CAULK i TYPICAL TH RU FRAME SECTION ggg� BY OTHERS BY OTHERS 7 N.T.S. HO=SECTION PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS � s G 8 � ,�O jLu EDGE EDGE 1 NOTES SEE ANCHOR ELEVATIONS FOR ANCHOR M O LOCATIONS AND SPACINGS.SEE ANCHOR SCHEDULE 1 �'E EDGE 4 1I4° FOR MINIMUM EDGE DISTANCE AND EMBEDMENTS. DIST. DIST. EXISTING G-0.55 MNIN MAX 1/4° G-0.55 MIN WOOD HOST SHIM MAX WOOD HOST STRUCTURE Q SHIM STRUCTURE a ' B NT . 17U IN 0 a — MIN. > crc�.fsi ��r:.:�7-d'� K. .av�y1«+^,^°••�vf^'i?.:- &• %:� Mme.. WOOD ANCHORS KI;tY:�*� �.;a?,=g�?'�• 't'•T,._�9tam. ,.v PER NAIL FIN s=�':�.,, •�i •r,:is;, "....i�: D ANCHORS ANCHOR i'.'i`•:'"r�.-': PER NAIL FIN ' SCHEDULE "��:. � .a}` `''$`" ti• `� ANCHOR •r y;r,,«,«, EXTERIOR 8 SCHEDULE EXTERIOR FINISH BY OTHERS EXTERIOR FINISH TYPICAL NAIL FIN SECTION BY OTHERS 10-JWN-00 7 7 N.T.S. HORIZ SECTION FloraVed as dTlag vdm ft PAQa bfiaCAiPiIONe ' Fiar(daBuBdW p _- NO ANCHORS PER THRU FRAME ANCHOR WOOD ANCHORS PER SCHEDULE NAIL FIN ANCHOR G EXTERIOR FINISH EMBED.�Z M SCHEDULE EXISTING G-0.55 MIN WOOD HOST kc.:� EXTERIOR FINISH z Fp EXISTING HOST STRUCTURE PERIMETER CAULK 11 OTHERS STRUCTURE BY OTHERS A. 1/4' PERIMETER CAULK BY OTHERS MAX EDGE :. OMT. Z HI, z SHIM HIM 4.1 w uj 1 1 6 1 5 6 NOTEi SEE ANCHOR ELEVATIONS FO R A ANCHOR AND ,S. ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCE AND EMBEOMENTS. INTERIOR EXTERIOR INTERIOR EXTERIOR .1 5 (2)-0.75"x0.165°WEEPHOLES IN FRAME SILL 1 6 PRO14T FACE 1.625°FROM EACH IAMB, (2)-0.75'X0.165'WEEPHOLES IN FRAME SILL (2).0.125'x0.09°WEEPHOLES ON SILL TOP FRONT FACE 1.625°FROM EACH JAMS, SIDE 0.295"FROM FRONT FACE AND 1.625- (2)-0.12S'x0.09'WEEPHOLES ON SILL TOP FROM EACH JAMS,(2)-0.1255X109" 114* SIDE 0.295°FROM FRONT FACE AND 1.625, 1/4' WEEPHOLES ON SILL TOP SIDE 0.99°FROM MAX FROM EACH JAMS, MAX FRONT FACE AND 1.625°FROM EACH JAMB SHIM WEEPHOLES ON SILL TOP SIDE 0.99°FROM SHIM 9 PERIMETER CAULK EDGE FRONT FACE AND 1.625'PROM EACH JAMS DIST. BY OTHERS PERIMETER CAULK OPTIONAL PRESSURE OTHERS Nil TREATED WOOD BUCK MOTHERS ..... . EXISTING G=0.55 EXTERIOR FINISH MIN WOOD ST STRUCTURE M N. BY OTHERS EXISTING HOST C3 STRUCTURE EMB EXTERIOR FINISH WOOD ANCHORS A PER NAIL FIN BY OTHERS ANCHOR SCHEDULE ANCHORS PER THRU FRAME ANCHOR 2 TYPICAL NAIL FIN SECTION IN .1.111 1 SCHEDULE VERT 5070—N -'N TYPICAL THRU FRAME SECTION 10-JWN-0017t VERT SECTION ams az S. 40 no i BRP�P.0aR485498EaNARa�O•,�•�.. i R 03 o 0.070' �� SNAP-IN FLANGE GLOSS SETTING 1tg° ��$ � A Ot u,9 r m w s r A o' 1.070° N 'I 0.065° Y 0 8 o.z4o° ao3o° o.z7s N°o u{ 3.0001 I I a MAIN FRAME GL4ZTNG BEAD POCKET COVER r Pvc 0° Pvc 73 1w g I 5 g s Parts List u ITEM PART NUMBER STOCK NUMBER DESCRIPTION VENDOR ra �6 1* 02465 Die:9625 Main Frame(75-60 Shore D) MBaon S. 00905 Die:7057 Sash Stop/Flier(75-80 Shore D) Mlkren Igg 6* 00895 Die:6177 IG Bead/Glass Stop(75-80 Shore D) Millman N$Z z a is 8 00095 Dow 995-Wh1te Glazing Compound Dow coming m @ O 14 9* 018a5 Die:8864 Snap-In Flange(75-80 Shore D) MIkm q >$ 10 Glass-Interiayer DuPont.09W PVa or s,GP SG or PVB Cardinal ¢zd s it 04943 P/N:0001322 Supe:Spacer Edgetach i 12 Glass-1875 Annealed or Temp Part of IG Stack Cardinal 1 13 10407 P/N:0001320 .375°Mylar Tape EdgaTech 14 04878 HL5160c.125 Butyl Sealer HS Fuller 15 01934 DIe:8573 SeUirtg/Glazing Black(85 DUROMETER) Frank Loire . E *NOTE:RIGID WHITE PVC BY MWAON IS UNDER SEPARATE CURRENT MIAMI-DADS NOTICE OF ACCEPTANCE(NOA).WHITE PVC EXTRUSIONS , 1 SHALL BE LABELED WITH AAMA EXTRUDER CODE,EXTRUDER NAME, CITY,STATE&"MIAMI-DADE COUNTY APPROVED". ' ss u 15 14 0 s 11 ALL GARNERS i MITER CUT AND 10-J WN-0017 a FUSION WELDED se D2 PA09 pwag+T10Nt 10_FRAME CORNER DETAIL �{}Q 9 N.T.S. EXTERIOR ELEV g g I - FRANKt�QxGWioo�R€11 i — 03 [ry Z p APPROVED SHAPES: _ $ W w ZW W9 of CLIPPED-CORNER TRIANGLE HALp-ROUND EXTENDED RADIUS EXTENDED GOTHIC HALF-ROUND QUARTER ELLIPSE II EXTENDED vp QUARTER SEGMENT TRAPEZOID .. EXTENDED M PARALLELOGRAM PENTAGON QUARTER ELLIPSE m�di ut i Rug QUARTER SEGMENT QUARTER ROUND FULL ROUND ((( OCTAGON OVAL OPEN BOTTOM QUARTER ROUND Q CIRCLE SEGMENT SHAPE UNIT NOTES 1. UNITS OF ANY SHAPE ARE ALLOWED PROVIDEq CONSTRUCTIONS GLAZING 10-JwN-0017 02 AND ANCHORAGE ARE PER DETAILS SHOWN HEREIN. u 2. ALL SHAPED UNITS SHALL FIT WITHIN THE RECTANGULAR DIMENSIONS A Quad IytuB w1do th g SHOWN IN THE DESIGN SCHEDULE. °�du .adP 7:t NO �J"� .�� 9g of Conh�j —�I �o Florida Building Code Online Page 1 of 2 akb N-(tt entei BCLS Home Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts Publications FBC Staff E acts Site Map Links Search Busines Product Approval fill Profe _.ssi l �USER:Public User Regulaton 0Y Product Approval Menu>product or Aooilcatlon Search>Application List>Application Detail _ FL# FL11870-112 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived f 1 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeid-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Jason Kantola Address/Phone/Emali 3737 Lakeport Blvd. Klamath Falls,OR 97601 (541)882-3451 Ext2921 jasonka@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By 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 �D N/A FL11870 R2 COC SA11870 signed and cart t 2 11 ndf Product Approval Method Method l Option A Date Submitted 12/28/2011 Date Validated 12/28/2011 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 7/2/2013 rionaa tsuiidmg Code Online Page 2 of 2 Date Pending FBC Approval Date Approved 01/06/2012 Summary of Products MW ——————[14odel,Number or Name DescH on 11870.1 101pped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Amite oP Use pproved for use In HYHZ:Yes Certification Agency Certificate F1I1870 R2 C CAC 0 0406 Oa lr Approved for use outside HVHZ:Yes Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+75/-75 09/22/2015 Other: Installation Instructions FI,t1870 R2 II �0-0406 n3...ry Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us n 1940 North Monroe Street Tallahassee FL 3 349 Phone:850-487-1624 The State of Florida Is an AA/EEO employer.CooyNaht 2007-2010 State of Florida ::Privacv Statement::Accessibility State men ::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 electronic mall 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 455.275 (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 smalls 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, please 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 click hem. Product Approval Accepts: SW W 99 21 S{:4't l rt tY bb kT 3 i f C5' http://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 7/2/2013 I MIAMI• E MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372.6339 NOTICE OF-ACCEPTANCE (IVDA} www.miamidade.gov/buildingeode Jeld-Wen,Inc. 3737 Lakeport Blvd. 10amath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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: Clipped Aluminum Tube Mullion—LMI.&S.M.I. APPROVAL DOCUMENT:Drawing No. 10-JWN 0001,titled"Clipped Aluminum Tube Mullion", sheets 1 through 6 of 6,dated 03/09/10,with last revision dated 08/10/10,prepared by Engineering Express, signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT TING.-Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name: Jeld-Wen,Inc. 355 Center Court Venice,Florida 34285 and the following statement: "Miami-Dade County Product Control Approved". 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. TE ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. ffl�.M COUNTY NOA No. 10-0406.03 Expiration Date: September 22,2015 IMEMMMEA,U, NEW Approval Date: September 22,2010 A X130110 Page 1 i Jeld-Wen,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 10-JWN-0001,titled"Clipped Aluminum Tube Mullion",sheets 1 through 6 of 6,dated 03/09/10,with last revision dated 08/10/10,prepared by Engineering Express, signed and sealed by Frank L.Bennardo,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC.TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and.installation diagram of Jeld-Wen Premium Atlantic Vinyl Fixed Windows(83 00)mulled together with aluminum tube mullion, prepared by National Certified Testing Laboratories,Test Report No.NCTL 210- 3383-2,dated 10/22/07,signed and sealed by Gerard J.Ferrara,P.E. 2. Test.reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Jeld-Wen.Premium Atlantic Vinyl Fixed Windows(8300)mulled together with aluminum tube mullion, prepared by National Certified Testing Laboratories,Test Report No.NCTL-210- 3383-2A,dated 06/28/10,signed and sealed by Gerard J.Ferrara,P.E. C. CALCULATIONS L Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Engineering Express,dated 03/30/10, signed and sealed by Frank L. Bennardo,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of 2007 FBC conformance,issued by Engineering Express, dated March 25,2010,signed and sealed by Frank L.Bennardo,P.E. 2. Statement letter of no financial interest,issued by Engineering Express,dated March 25,2010,signed and sealed by Frank L. Bennardo,P.E. 8'3Q Its Carlos At Utrera,P.E. Product Control Examiner NOA No.10-0406.03 Expiration Date: September 22,2015 E-1 Approval Date: September 22,2010 . I x r CLIPPED ALUMINUM TUBE MULLION ,LARGE AND SMALL MISSILE IMPACT RESISTANT ! °u° MOTH:MULLION DESIGNATI0N5(MULLION A'[MULLION'S'AND MULI.ION'C) ns "E:'��j ED IN DETAILS 1/1,2/1,AND 3/1 ARE 1'RO :D O1 70 ILLUSTRATE THE }'-INT °W2°DETERMINATION OF MULLION SPANS AND .ENESTRA7fON PAODUCi1`'� IN THE ABOVE REFERENCED DETAILS MAY 8E ANY MULLI 4 ER SEPARATE APPROVAL "\ ` ®A° _ Yy 6 °Li° MULLION°A° MULLION OR Z�.3i U 43 4 �/ SUBSTRATE �n Q fJ z MULLION°B° MULLION°C° / --IY Z N q MULLION TE I FENESTRATION FENESTRATION W fif SUBSTRATE PRODUCT PER PRODUCT PER FENESTRATION FENESTRATION FENESTRAT ION FENESTRATION PRODUCT PER °+ SEPARATE SEPARATE PRO SEPARATE PER PRODUCT PER PRODUCT PER SEPARATE APPROVAL 12 G$ APPROVAL APPROVAL N ', SEPARATE SEPARATE SEPARATE j APPROVAL APPROVAL APPROVAL 3 4 4 a MULLION°A° j °W4° �� FENESTRATION PRODUCT PPOVAL PER SEPARATE APPROVAL P NOTE3t 1. N TRANSOM OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE UNLIMITED PROVIDED THAT MULLION # � S !IMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 2. ANCHORAGE OF FENNA ATION PRODUCTS TO MULLIONS- NOTES: NOBS:, O SHALL BE PER SEPAPPROVAL 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE ^ 3. ALLOWABLE DESIGN PRESSURES SHALL BB DETERMINED MULLIONED TOGETHER AS SHOWN,PROVIDED THAT MULLIONED TOGETHER AS SHOWN,PROVIDED THAT ` FROM DESIGN SCHEDULES. MULLION LIMITATIONS NOTED HEREIN ARE NOT fa(CEEDID. MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. 4. MULLION DETERMINED SPANS AND TRIBUTARY WIDTHS SHALL BE 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS ui DETERMINED AS FOLLOWS: SHALL BE PER SEPARATE APPROVAL SHALL BE PER SEPARATE APPROVAL 2 W - 44 ULLIO °A°• 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED 4.1.1. SPAN- - FROM DESIGN SCHEDULES. FROM DESIGN SCHEDULES. h {y Q 4.�.2. ��TRIBUTARY WIDTH n(Wl+W2)/2 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE IQ�jj�a""• 4.2.1.F7DLTIO�I SPAN-L2 DETERMINED AS FOLLOW: D 4.1. MULLION°A°: ° 4.2.2. TRIBUTARY WIDTH-(W3+W4)/2 4.1.1. MULLION SPAN-Li 44.1:1. MULLIO SPAN=L1 4 3.1. MU LIO SPAN-L2 4.1.2. TRIBUTARY WIDTH-(WI+W2)/2 4.1.2;p,..o-TRIBUTARY• ( +W2)/2 I! 4.3.2. TRIBUTARY WIDTH-(W4+WS)/2 ..,, MULLIONED FENE FENESTRATION PRODUCTS FENESTRATION PRUCTS i PRODUCTS WIT RAMS 2 MULLIONED VERTICALLY 3 MULLIONED HORIZ TALLY j• N.T.S. EXTERIOR t2.EV. 1 N.T.S. EXTERIOR ELEV. N.T.S. OR ELEV. GENERAL NOTES ' � I. THE SYSTEM DESCRIBED HEREIN [E:EEN DESIGNED AND TESTED IN 7. ALL FENESTRATION PRODUCTS TO BE USED THESE MULLIONS ACCORDANCE WITH THE 2007 FLORIDA SUIL G CODE,FOR USE WITHIN SHALL MEET ALL APPLICABLE CODE REQUIREMENTS,e.g. LOAD AND OUTSIDE THE HIGH VELOCITY HURRI ONE,PER TAS 201/202! RESISTANCE AIR&WAT1:R INFILTRATION,FORCED ENTRY,SA GUARDS,ETC.3 AND THE 2005 ALUMINUM DESIGN MANU TOP&BOTTOM DETAILS SHOWN MAY BE INTBLCJiANGED A^4 FIELD NO 33-1f3%INCREASE IN AIIAWAS RESS HAS BEEN USED IN THE CONDITIONS DICTATE. MULLIONS MAY BE MOUNWT D VERTICALLY OR - OUR THIS SYSTEM, WIND LOAD DU TION FACTOR Cd-1.6 HAS BEEN HORIZONTALLY AS APPLICABLE• USED FOR D ANCHOR DESIGN. ` 9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH �. 3. PO NEGATIVE OESIG RESSURES CALCULATED FOR USE MANUFACRIRERS'RECOMMENDATIONS. WITH THIS SYSTEM ED BY OTHERS ON A JOB-SPECIFIC 10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN FINE"G-0.55 OR 1 BASIS IN ACCORDANCE WITH THE GOVERNING CODE GREATER DENSITY. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE IL MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN. l O-7 W N-0001 ' INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM, . THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED BRICK,AND OTHER WALL FINISHES. tYgq ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 12, MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT• /03 PA�B Dgec� 01 ,�. CONJUNCTION DOCUMENT. S. PERMIT HOLDER SHALL VERY THE ADEQUACY OF THE EXISTING THESE OF FENESTRATION PRODUCTS TO BE USED WITH MULLIONS. VERIFY D i STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY 13.MULLIONS SHOWN HEREIN MAY Be USED IN LARGE MISSILE IMPACT, OTHERS)SHALT.BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS• EXISTING STRUCTURE 14.ALL STEEL IN CONTACT WITH ALUMINUM SHALL Be PAINTED OR 6. ALL EXTRUSIONS SHAD.BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED PLATED. OTHERWISE. i L4 1 1.617" i rn p N �1°- 0.125° _ [n 9h E TYP. � uXJJ p 0.476 0.726° W z g I 1 I t - 0.476° 0.123"TYP. a 0.125°TYP. � ANCHOR LOCATION, TYPICAL 1.375" 0.312° b+Q a Ix-0.95InA4 O �—•-- . Sx°0.631n^4 0.750 V X3" MULLION NOTE t'GOAL-POS'CLIP SHALL NOT BE 3.000° OA38° LOCH ANCHOR ON 0.438° / USED FOR ANCHORAGE TO CONCRETE TYPICAL 6063-TB ALUM. p OR HOLLOW CONCRETE BLOCK -{I GOAL-POST` CLIP 1.zso° Z z 6°_-1'-0° fi063-T6 ALUM. i ANCHOR LOCATION, � 0.110° 7YPICAI1 •+ .. � j!�y �-4.340°_ 6 O I O M o �ij W ANCHOR LOCATION, _.l. $ 0.1w4-4 PIS' 0.315° }-}-0.290° 0.40.1w4-4 to -Y —3.000 ° T 0.438° ANCHOR 0.436° 'v 0.125° 80.124° LOCATION, 0.485° TYPTCAL O ANCHOR S7R g }- --- LOIP CA1.665- 0.970°{-1.68S" Y L fig —4.340° Ix m 2.04 UN4 NOTE t'GOAL-POSP CLIP SHALL NOT BE I a . Sx°1.021n^4 USED HOLLOW CON R CONCRETE BL CONCRETE ffi OR HOLLOW CONCRETE BLOCK. 1"x4" MU LLIO N �. 'GOAL-POST CLIP PLATE �5 T-CLIP C- LP Z 6"-1'-0° 6063-T6 ALUM. 6° 6063-T6 ALUM. b°=1'-0° 6063-T6 ALUM. 6°°1'-0° 6063-T6 ALUM. . A ovedIs sy ko, 10-JWN-00 of Due ♦ PAOH DHBCRiPTSONt 3 by B i i 3 PEO s�s49�wuart�s e 8 3 010 SMS OR SDS WITH FULL #10 SMS OR SDS WITH FULL �7 1°x3°OR 1"x4° THREAD PENETRATION INTO THREAD PENETRATION INTO MULLION 1 2 MULLION,(2)PER CL1P 1 2 MULLION,(3)PER CLIP 1 2 _ jj� m_g 15x3°OR LION 15x3°OR 1"x4°� � 3 z z g 0 i MULLION 1314° MULLION 1 3/° 13/B° _� , _ —rh i #10 SMS OR SDS #10 FLATHEAD #SO FLATHEAD U w fP WITH EMTION INTO ° "' SDS,(4)PER CLIP 1° *+ SDS,(4)PER CLIP Z N c1 i MULLION W .9 }{ #10 FLATHEAD 2- s SDS,(4)PER CLIP 3° 2° 1°x3°OR 1°x4° 4° „4 MULLION ———— 8 1 2 1°x3- ^ 1 1°x4° S ° MULLION MULLION —— 2 x MULLIQINTERSECTION MEE A W - I"x3" MULLION ATTACHMENT AT I"x4° MULLION ATTACHMENT AT / C CLIP z MULLION INTERSECTION W C CLIP MULLION INTERSECTION W/ C-CLIP 71 �N.T.S. VERT SECTION 3 N.T.S. SIDE ELEV. S. SIDE ELEV. lift maSTING 1/1 yST EXISTING HOST 2 f3�46/ EXISTING Ham. 0 g STRUCTURE /B/ STRUCTURE ANCHORS ANCHORS PER ANCHOR PER ANCHOR ANCHORS PER ANCHOR S (4)PER CLIP 112° - :y 5 #10 FLATHEAD (4)PER CLIP---' 5 #10 FLATHEAD SCHEDULE, SDS,(4)PER CLIP 1° " SDS,(4)PER CLIP (a)PER CLIP - . . 1� #10 FLATHEAD 2°� 2" •1°x3°OR 15x4 SDS,(4)PER CLIP _ .�.—3°——— ——— 4° In . . MULLION --———— 15x3° 1°xa° !2!1 re 1 2 MULLION 1 MULLION 2 TYPICAL ATTACHMENT 1"x3" MULLION Vx4" MULLION �a WITH T-CLIP rs ATTACHMENT WITH T-CLIP s ATTACHMENT WITH T-CLIP lip 3 N.T.S. SECTION 2 I N.T.S. SIDE ELEV. 3 N.T.S. SIDE ELEV. � xo-awN-aoox SCALW Antmans"no 1VMdl4tlb PAtiHb TM^OHt O1 � !D 3 � sy i t j GE $ 'GOAL-POSY CLIP(PART 93) ANY ANCHORS FROM UNDERNEATH''GOAL-OST' ANY ANCHORS FROM ® EXISTING HOST ANCHOR SCHEDULE (PART ) ANCHOR SCHEDULE � o EXCC Pl FOR ANCHORS EXCEPT FOR ANCHORS a 3 3/e' 4 TO HOLLOW CONCRETE .1 2 TO HOLLOW CONCRETE � m . BLOCK OR CONCRETE. BLOCK OR CONCRETE, W W ��,y^v H jn 1 2 1.375° r rn?� p V� m #10 FLATHEAD v Q m ! SOS,(2)PER CLIP a w EXTERIOR INTERIOR NOTEt'GOAL-POST"CUP AND CLIP PLATE SHALL NOT BE USED WITH 3/16°TAPCONS #10 FLATHEAD SDS, in S i FOR ANCHORAGE TO CONCRETE OR HOLLOW MIN.STEEL. (2)PER CLIP o CONCRETE BLOCK,MAY BE USED ONLY FOR 'p ' ANCHORAGE TO'WOOD,ALUMINUM,OR TYPICAL ATTACHMENT TYPICAL ATTACHMENT 1 WITH 'GOAL-POST' CLIP 2 WITH 'GOAL-POST' CLIP [} N.T.S. SIDE ELEV. N.T.S. SECTION T_ :slo l ANCHOR NOTES: ANCHOR SCHEDULE: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS TO HOLLOW BLOCK OR 3192 PSI MEN 2. ENSURE MINIMUM 2.5/8'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. CONCRETE HOST STRUCTURE: 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER o 0 s 3/16°Il'Nt TAPCONS THRU 1X OR ZX WOOD OF RA NOMINAL 2%(�)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD BUCKS OR DIRECTLY INTO MASONRY/ 4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2°. . . . CONCRETE WITH 1-1/4°MIN EMBED. S. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE,G=0.55 OR GREATER DENSITY. TO WOOD BUCK OR HOST STRUCTURE S. ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, (6=0.86 MEN WOOD)[ EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE • #10 WOOD SCREWS WITH 1.1/2°MIN. CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONETIME SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL .THREAD PENETRATION. BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE TO 1/8°MINIMUM 6063-TS ALUMINUM OR THE HVHZ,THE BUILDING OFFICIAL MAY REQUIRE A ONETIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE STEEL HOST STRUCTUREt OBTAINED,OR THAT SITE SPECIFIC DOCUMENTS Be PREPARED,SIGNED,DATED AND SEALED BY A LICENSED o #10 SCREWS 316 STAINLESS DRILLING SCREWS METAL ENGINEER WHERRE EXISTINREGISTERED UCN IS WO D FRAMING,EXISTING CONDITIONS MAY VARY. FIND VERIFY � �0-J{1 N-0001 SCREWS OR SELF DRILLING SCREWS WITH THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. FULL THREAD PENETRATION THROUGH 8. PRESSURE TREATED WOOD BUCKS BY OTH Moab 4 a s Ol HOST STRUCTURE. TO THE EXISTING STRUCTURE ( EIS)SHALL BE ANCHORED PROPERLYTO TRANSFER LOADS E1 � PAft9 D rPT70N 9. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN COMUNCTION WITH ,, .0.3 'GOAL-POST'CLIP AND CLIP PLATE. by __l DESIGN SCHEDULE: 1°xY MULLION WITH IT-CLIP' OR 'C-CLIP' MULUON SPAN TRIBU7ARYWIDTH 18° 21° 1 24° 1 27° 1 30' 33° 38" 39` 42' 1 46• I 48° I or 108° 1 27.8 1 2&8 1 20.8 1 18.3 1 189 16A 139 12.7 419 114 1 0.3 4. -POST CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR HOLLOW CONCRETE BLOCK. 100' I 328 1 26.1 1 249 1 21.8 1 19.7 1 179 1 18A 1&1 14.0 1 13.1 12.3 1 41.1 08° 37.0 S7.7 1 27.8 1 243 1 222 1 202 1 184 1 17.1 16.8 f 149 13.8 1 129 90` 449 36.6 33.7 1 30.0 1 27.0 249 22.8 1 26.7 18.3 1 18.0 189 I 169 88° 814 44.1 38.8 1 34.3 1 S09 2&1 269 1 23.8 221 1 204 1&$ 1 179 84° 669 47A 414 389 1 3&2 30.1 27.6 1 26.8 23.7 1 221 20.7 1 18.8 or 644 549 434 42.7 1 38A 1 34.8 1 320 1 289 27.4 1 264 24.0 1 21.7 76° 684 682 619 464 41A 1 37.7 1 344 1 319 29.8 274 289 23.4 76' 749 844 684 1 40.7 44.8 1 40.7 1 37.3 34.4 32.0 289 21L0 263 72' 7&0 75.0 1 689' 6&6 62.7 1 47.8 1 434 409 37.6 3&1 320 269 88° 715.0 7 1L0 76A 76.0 88.4 629 1 67.0 623 48.8 46.8 427 38.7 80° MO 78.0 760 76A 76.0 7" 76.0 70.0 SBA 009 669 61.6 64• 784 78.0 76.0 78A 75.0 780 75.0 7&0 78A 728 68.1 81.7 80.8• 75.0 704 76.0 ' 75.0 76A 7B4 76.0 Z. 76.0 78.0 727 BSA 48' 7&0 7610' 7 5.0 7&0 7&0 76.0 7&0 76.0 76.0 78.0 764 89.4 42' 7&0 76.0 764 7&0 7&0 7&0 780 7&0 7&0 764 70.0 Ts. 3&4° 75.0 7&0 78 0 7&0 76.0 760 780 7 5.0 764 76 i 76A 75.0 38° 76A 78A 78.0 7SA 78A 7&0 764 7&0 78.0 700 7&0 784 30• 76.0 7&0 78.0 7&0 780 764 76.0 7&0 764 76.0 7&0 76A 24• 78.0 T&0 78A 7&0 76.0 764 7&0 76.0 784 1 7&0 76A 764 DESIGN SCHEDULE: 1"xY MULLION WITH 'GOAL-POST CLIP MULLION $PAN TMEUTARYWIDTH . 18° 21• 24° 1 27- 80° 33• 38° 38° 42° 1 40° 48° 63° 108` 274 233 2&8 182 16.6 10A 13.8 12.7 119 11.0 104 4. -POST CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR HOLLOW CONCRETE BLOCK. 100` 32A 28.1 24.6 219 10.7 17.0 1&4 I 1&1 14A 131 12.3 •11.1 98' 37.0 31.7 279 24.7 222 20.2 18.8 17.1 169 149 130 128 90' 449 3&6 33.7 no 274 24.6 228 20.7 183 1&0 18A 183 88° 619 44.1 3&8 343 302 26.1 2&8 239 22.1 2&0 108 17.6 84' 66.3 47A 419 368 832 30.1 279 26.6 23.7 221 20.7 189 60• 644 048 40.0 427 38.4 349 320 29.8 27.4 as 24.0 21.7 78" 88A S&8 404 44A 383 36.0 33.0 304 283 28.4 249 22A 78° 674 16.1 609 482 40.7 374 339 313 2&0 27.1 26A 23.0 72• 714 013 1 6 17 1 473 420 $9.0 $09 33.0 30.7 28.6 28A 24.3 88° 764 8&9 1 68.8 1 62A 468 428 39.0 380 33.4 312 20.3 209 80• 76.0 me 64.4 1 672 619 408 42.9 399 3&8 34.3 32.2 942 84• 780 75.0 718 839 872 82A 47.7 444 409 982 368 324 6 0.61 75.0 7 5.0 7&0 879 61.1 S&6 a" 47.0 43.8 40.7 382 $4.6 48° 76A 7 5.0 76.0 719 84.4 6866 53. f 499 48A 429 402 3&4 42° 76.0 78.0 76.0 78A 734 68.8 81.9 1 60.6 028 48.1 48A 41.6 3&4° 7 6.0 76A 76.0 76.0 7 5.0 732 87.1 01.9 87.6 633 60.3 4&8 36` 76A 78.0 76.0 7&0 7&0 760 719 68.0 1 613 672 6&7 4&0 30° 78.0 7&0 760 70.0 7&0 T6.0 764 76.0 7&8 8&7 644 88 I B 24° 78.0 7&0 76A 7&0 7&0 7&0 76A 76.0 760 7&0 78A 729 10 N �-t if in x OQ il DESIGN SCHEDULE NOTES: 1. DESIGN SCHEDULES PROVIDE MAMMUM ALLOWABLE POSITIVE(+) AND NEGATIVE(-)DESIGN PRESSURES FOR USE WITH MULLION 0 SYSTEM IN POUNDS PER SQUARE FOOT(PSF). 2. FOR DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 1. m'a PS 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE OF alp PER u ii p MULLION,USE THE LESSER ALLOWABLE DESIGN PRESSURE. 'GOAL ,: E 4. -POST CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR HOLLOW CONCRETE BLOCK. L7$ 5. DENOTES CONDITIONS NOT ACCEPTABLE FOR USE Z w a g ��1i DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR 'C-CLIP' MULL[ON SPAN TRUWARY WIDTH 1S° I 21° 1 24° 27" 30- 33° 38` 39- 42- 46- 48° 53- 108" 68.0 60.6 442 39.3 36.4 322 29.6 272 26.3 230 22:1 20.0 100' 702 602 62.7 46.8 42.1 36.3 3&1 324 36.1 28.1 282 23.9 or 78.0 884 S95 I 620 47.6 1 43.3 1 39.7 1 3SA 1 344 31.8 1 282 1 27.0 80- 75.0 1 7&0 1 72.3 042 WA I 62.6 1 48.3 1 445 413 384 36.1 327 88° 75A 78.0 78.0 7" S82 I S0.2 682 1 514 47.3 t 442' 41.4 37.8 84" 76A T&0 no 76A 71.1 1 SIX 59.3 54.7 5U 47A 44.4 402 80- 76.0 75.0 76.0 75A 75.0 1 742 882 832 6B.8 640 B1A 1 40.0 78° 76.0 76.0 7 0L.0 7 1L0 7 6.0 1 76.0 73.7 6.0 632 69.0 862 60.1 78° 76.0 7 50 75.0 1 764 1 7 6.0 1 76,0 75.0 71.9 6 6.7 622 WA 62.9 72- 75.0 76A 1 1&0 1 76.0 1 76A 76.0 75.0 754 T4.8 OB5 652 69.1 or 75.0 75.0 764 1 754 1 76.0 76.0 76A 78.0 7 50 764 712 84A 00' 76.0 7 5.0 76.0 78.0 1 no 7S.0 76A 76.0 7810 1 784 78A 1 70.9 64° 75A 75.0 76A 76.0 no 75.0 76.0 76.0 78.0 78.0 76.0 76.0 80.6" 7&0 704 75.0 1 78.0 7&0 76.0 75M 764 75,0 76A 7 6.0 7610 48° 70.0 78.0 76A 76.0 75AI 75.0 T0.0 781 1 7" 7&0 76.0 42" 781 76A 781 76.0 TSA 76.0 78A 78.0 0 76A 7&0 78A 58.4' 7&0 7&0 76A 78.0 7&0 me 78A 76.0 .0 75A 78A 764 38" 78.0 7&0 76.0 78A 76A 7&0 764 76A A j76.0 T6.0 78A 7&0 30° 7&0 7SA 754 76.0 76A 75.0 784 754 78.0 78.0 75.0 24° 76A 78A 76A 780 78.0 764 •75A 76A 0 78A 7&0 7SA DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL-POST' CLIP MULLION SPAN TRIBUTARYWOTH 10" I 21° I 2A" 27° 30° 1 33- 38" 38" 42° 1 46° 48" 1 53° 108- 4" 41.8 1 WA 32.4 292 2SA 242 22A 202 10.4 182 165 100" 615 44.1 302 342 300 28.1 252 23.8 22.1 2&S 182 1 175 98° 63.7 46.0 402 352 322 292 2&8 242 234 215 20.1 182 90° 872 1 49.1 42S 382 343 312 26.6 28.4 245 228 215 19.4 88° 690 1 812 440 $02 360 32.7 290 279 25.7 24.0 22A 202 84- 812 625 48.0 400 385 33.4 30.7 28A 282 245 23A 20.8 80" 64.4 682 482 420 382 36.1 322 20.7 27.6 26A 24.1 210 78- . a" me 495 44.0 39.6 3&0 no $05 263 20.4 1 24.8 1 22.4 70° 872 65.1 602 452 40.7 374 3S0 312 29.0 27.1 25,4 23.0 72" 71A 812 S&7 47.7 42.9 no 38.8 334 3&7 28.8 28.8 242 88" 70.0 S8A 885 62.0 4 6.8 425 39.0 38.0 33.4 312 202 285 or 76A 73.8 04.4 672 612 482 42.9 300 305 34.3 322 292 84° 71W 7 50 71.8 63A 672 52.0 47.7 44.0. 400 302 362 32A 50.8° 78.0 1 7 9L0 780 670 61.1 665 80.9 1 47.0 418 40.7 382 34.8 48° 761 1 7&0--F 7&0 715 04A 5&6 83.7 495 46.0 429 402 36.4 42" 75A 76.0 7 1L0 75A 73.8 0&8 812 584 52.8 4&1 40A 41.6 3SA° 76.0 710 78.0 78.0 76.0 732 1 .1 610 67.8 1 53.7 B03 4SA 38° 76.0 76A 1 no 76.0 1 7&0 76.0 71.6 68.0 812 672 S&7 4&8 SO" 7&0 76.0 7 5.0 76.0 76.0 75A 75.0 76A 73.8 8&7 04.4 68.3 24° 78.0 7&0 7&0 75A 71L0 7&0 7&0- .76A 0 78.0 78.0 720 O'°' K rd W$ O�m J H 0 x DESIGN SCHEDULE NOTES: 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE POSITIVE(+) O AND NEGATIVE(-)DESIGN PRESSURES POR USE WITH MULLION r SYSTEM IN POUNDS PER SQUARE FOOT(PSF). 2. FOR DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 1. £r3 b w Nal 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE OF CLIP PER i p MULLION,USE THE LESSER ALLOWABLE DESIGN PRESSURE. 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR INSTALLATIONS TO 4+ a CONCRETE OR HOLLOW CONCRETE BLOCK. 5. DENOTES CONDITIONS NOT ACCEPTABLE FOR USE M y 0 im i31C� 5(I( 10-JWN-0001 Ate„ a 01 Diu PA"D n:orm - o By '. {�