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RC-10-322
BUILDING PERMIT APPLICATION FBC 20 Permit Typ : • BUILDING ROOFING Owner's Name (Fee Simple Titleholder) t 64'O4 j CL N its '.f& Phone # Owner's Address 9 Cit 1 te *? - -e- State —121 Zip S1S f M Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip ��1 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name (' CO Ccp - c Contractor's Address f (0 4 /c/i J 7- 7 –i' . (f City f■ • rl ia/t zt t State Qualifier Name �csk eei State Certificate or Registration No. C C I SO.�J .C3 Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ PO-00 Type of Work: ❑Addition Describe Work: � IA ee Submittal Fee $ Notary $ J° Scannin $ R.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.) tO EAlteration Permit Fee $ OP° Training/Education Fee $ 1 .40 Radon $ DPBR $ 0 date: Master Permit No. Phone # Zip -- .I2) Phone # 2 CS 7 Certificate of Competency No. Square / Linear Footage Of Work: /S DNew /► Repair/Replace ❑ Demolition en ;the- 1.600147.4 All7JA et, p s i , e leerrc41 , ,( i' ti~9. ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees* * * * ** ***** * * * * * * *** * * * * * * * * * * * * ** *** * * * ** CCF $ So' gq 2_6'10 T 4.g-0 coicc $ Total Fee Now Due $,l 10 See Reverse side —* paggVal MOB. 0 64 LOS 11 it . ►. .... Technology Fee $ `J Bond $ Bonding Company's Name (if applicable) a / Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A / Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. T P Signature e" `. / _ ` 1 J l Signatur Owner or Agent - Con+ actor The fo e: • in instrument was a ow edged before � � this The forego' instrument was • •. owledged before me this / 4--Z._ day of : ,t1 1 1 ` 0 n, by 1 `` (" day of O 20 + ex.-- own to me or who has produced i, who is pers�y_knoaana -te-me or who has produced dentification and who did take an oath. as identification and who did take an oath. who is perso S NOTARY UBLIC: ,! ` - 4D . v ' Sign: _' ` c,5:'. 4/ .. sv�' A1� A,� dr � % ; Print: , -6 b-- a � � a a nc � gDD857 @�I • My Co ,fE t p pq 20t 4 1 WO/ d Plans Examiner Zoning Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07XRevised 06/10/2009) Engineer NOTARY PUBLIC: Clerk checked Inspection Number: INSP- 136779 Permit Number: RC -3 -10 -322 Scheduled Inspection Date: August 23, 2010 Inspector: Bruhn, Norman Owner: BRAZIS, LILLIAN & ALBERT Job Address: 330 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Building Department Comments NEW IMPACT WINDOW IN THE KITCHEN, KITCHEN CABINETS REPLACEMENT, NEW COUNTER TOPS AND ELECTRICAL UPGRADES. Passed 7" Failed Correction Needed Re- Inspection Fee August 20, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Kitchen Cabinets Phone Number Parcel Number 1132060135850 Phone: 305 -892 -6507 Page 5 of 40 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOPJ -.L/C, 9N rA ( FOLIO NO. 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: ' S ♦ I 2. Descripti 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. �;Ir1P % 4. Contractor's narQe and address: : ,., 0 P,Wei.t4.. 1 FL X531e 1 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ yv 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a Signature of Owner Print Owner's Name V Q Sworn to and subscribed before me this Notary Public Print Notary's Nam My commission expires: 123.01 -52 PAGE 4 8/02 111111111111111111111111111111111111111111111 o Ck■-•-& day ofa (MINE HAR „ I NOTARY AJBUCSTA E efl R D ` DD717'323 � '�'�� Cormier „,„,. $ Expires: SEI? 23, 2011 • , D E • CO,IIiC. BONDED ATLANTIC BONDING STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFYMat this Ise copy of the al filed In dill QInca on day of , A.Q. 20 , hand and aft Seat CLERK, C Coudy Coarts .+CFN 201080164170. OR OR 27210 Ps 29421 (10s} RECORDED 03/11/2010 11113119 HARVEY RUifIN, CLERK OF COURT MIAMI-DADE COUNTY' FLORIDA LAST PAGE Prepared by ,2 Address: 1 06 11 F:AVON '5l L-1rS I'- fiLI ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM THE SUBJECT PROPERTY FALLS IN FLOOD ZONE* SKETCH OF SURVEY scats r � .. s7TH S T T As, rHw. rA./E - fit, P g .\\,/Ay •i . 4 . 80. oo (or t5.0rl�.LLE -1� (� iGi COMMUNITY No.* /20652 PANEL No.* 0302. SUFFIX* N • • • • •• DATE OF FIRM* 1 FIRM ZONE* 09 / /_zv I " " 5 S\v ... •.•• ti • ••• • • •..• ••• • .. • ••• • ••• • • •• ••• • •• • • BASED FLOOD ELEY.* N/0¢ 1 • • • • . • • • • • • • •• • . • • • • as • to e-Rz –24" ,' —27" –7 —30" ;‘ 1#' –36" tIr — lot Cr-hr 0- L.( Grwr - 61 KsCri.‘ 'Poo; 1.-ttstii . froi i • PIM ktqCsi 9,4c6-PTAGu$ Cl:P I - 144 All dimensions size designations given are subject to verification on job site and I adjustment to fit job conditions. Novack kratim opt.kit - --24 IY)- R 7 0 die LEBOWL W3042 - -- BMC242434---B21 thVVTEP9E36REF-3EDWI EP96 eev oti plevs V_Z eveA, ikt tt-, k-44-Xwm egx-f ce 9 A 1#.* 2, /fre-J se+i 4x4 Y4 eyA • g r 60-4 (Sr BW8T15.224-ENSHW SB36BUTT • • • „.. 55." 41 t I 4 49' / 15" / 24" te ‘, 36" 4' d I ■ / 26" / , 494" ;4 28" 60" 21/ ÷i4 N E 9 6 T / No vAcK • • • • • 0 • • 0 • • • • • • • • • • ; • • 110 • • • 000 •41, • • All Drawing #: This is.un original design and must not be ! Designed: 21212010 released or copied unless applicable fee has 1 Printed: 122/2010 been paid or job order placed. e . • el I-or SKETCH OF SURVEY SCALE r Nr... 97 ST e0.00' • • 7: ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM THE SUBJECT PROPERTY FALLS IN FLOOD ZONE: As rt4A1,7 rAva,.. 80 . 00 605 ( tb,c troboi COMMUNITY No. /20662 PANEL No. 0 302. SUFFIX e_ DATE OF FIRM o -ii-v209 fi6 5 s\vr.. • • • • • • • • • • • • • • • • • • • ••••* • • int.• •••• • FIRM ZOND t‘>(0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BASED FLOOD ELEV.: Al/A. 1 • • • • • • • • • • • • • • • Location: 330 NE 97th St., Miami Shores, FL 33131 Title: Replacement Window and Door Wind Pressures By: AS Date: 2/24/2010 Components and Cladding Wind Pressures Florida Building Code, 2007 Wind pressures based on ASCE -7 -05, Method 1 - Simplified Procedure, Ch. 6 Basic Wind Speed = 146 mph (2 sec gust) Wind Importance Factor = 1.0 Wind Exposure Category = C Mean Roof Height = 15' Net Design Wind Pressures Exposure B, Zone 4- Interior Zone (From Figure 6 -3) Area (ft Pos. Press (psf) Neg. Press (psf) 10 40.5 -43.9 20 38.7 -42.1 50 36.2 -39.7 100 34.4 -37.8 500 30.2 -33.6 Adjusted Net Wind Pressures Exposure C Adjustment Factor = 1.21 Area (ft Pos. Press (psf) Neg. Press (psf) 10 20 50 100 500 49.0 46.8 43.8 41.6 36.5 -53.1 -50.9 -48.0 -45.7 -40.7 Component Design Wind Pressures •..• • • • • ••.• • • • . . • • • • • • •. •• • • ..•• • •••• • • •. .• • • • • • • • • • • • • •• • Reference Size (W x H) Area (ft Pos. Press. (psf) Neg. Press. (psf) Window 8' -10" x 3' -7" 32 45.6 -49.7 • • .•. • • •• •• • • • • • •• • ® ®� °° ° ®� E e Q 1i :t o 54091 °® 0 i'.4 0 ° cc ca , © STATE OF o ° .. A. °°,,,,, F. ,g, � oe • •• • • • • • • • • • • ••.. • • • • • • • • lndi iy • er Enclosed Buildings Net Design Wind Pressures Net Design Wind Pressure, p1et3o (pst) !Exposure Bat h = 30 ft. with I = 1.0 and Kn = 1.0) Unit Conversions - 1.0 ft = 0.3048 m; 1.0 psf = 0.0479 kN /m h 5 60 ft. Walls & Roofs • • • • • • • •• •• • • • • Minimum Design Loads for Buildings and Other Structures 43 ••• • • • ••• • ••• • • •• • .•• • • •• • •• • Zone Effective wind area Basic Wind Speed V (mph) gfl 130 140 145 150 170 1 10 11.4 -28.1 12.4 -30.4 -29 6 14.3 -353 13.4 -34.4 15.4 14.4 -37.8 16.5 -40.5 21.1 -52.0 Roof 0 to 7 degrees 1 20 10.7 -27.4 11.6 -36.9 15.4 f -39.4 19.8 -50.7 1 50 9.8 ` -26.4 10.6 , 9.8 12.4 -28.6 -27.8 -51.0 -4.5.6 12.3 -33.2 11.4 -32.3 13.1 -35.6 12.2 -34.6 14.1 -38.1 18.1 -48.9 1 2 100 10 9.1 - 25.7 11.4 , -47.2 13.0 ( -37.0 16.7 -47.6 - 14.3 - ` -59.2 15.4 , 14.4 -63.5 16.5 -67.9 21.1 87.2 2 20 10.7 y -42.1 11.6 ! 13.4 -52.9 12.3 : -44.5 1 1.4 -38.2 -56.7 15.4 -60.7 19.8 : -78.0 -65.7 2 50 i 9.8 ' -35.5 10.6 F -38.4 -33.0 13.1 -47.8 12.2 -41.0 14.1 : -51.1 2 100 9.1 ? -30.5 9.8 13.0 -43.9 16.7 -56.4 3 10 11.4 -71.0 12.4 -76.8 -63.6 14.3 .89.0 15.4 14.4 13.1 12.2 -95.5 16.5 -102.2 21.1 -131.3 3 20 10.7 -58.5 11.6 ' 13.' •73.8 12.3 -53.5 + 11.4 ' -38.2 - 79.1 15.4 -84.7 19.8 -108.7 50 9.8 = -42.7 9.1 - 30.5 10.6 -46.2 9.8 -33.0 -57.4 -41.0 14.1 -61.5 18.1 -78.9 100 13.0 -43.9 16.7 -56.4 Roof > 7 to 27 degrees 1 10 16.2 -25.7 17.5 , -27.8 20.3 -32.3 L 18.5 -31.4 16.1 -30.2 14.3 ' -2.9.3 21.8 - 34.6 23.3 -37.0 30.0 -47.6 f 4-�z-kr l—t 20 14.8 + 129 ; 11.4 1 -25.0 -24.1 16.0 . -27.0 I 13.9 ' -26.0 1 12.4 7 .25.2 19.9 17.3 15.4 - 33.7 21.3 1 -36.0 27.3 -46.3 _ 50 100 -32.4 -31.4 18.5 J 16.5 -34.6 233 -44.5 -23.2 - 33.6 -43.2 10 16.2 -44.8 11.5 j -48.4 -44.6 -39.4 20.3 .56.2 18.5 ! -51.7 21.8 -60.3 19.9 -55.4 23.3 -64.5 30.0 -82.8 N 20 14.8 -41.2 16.0 21.3 -59.3 -76.2 C**2 Col 50 100 - ! 12.9 -36.5 . 13.9 `; 16.1 1 45.7 14.3 -41.2 17.3 15.4 . -49.1 18.5 -52.5 23.8 -67.4 11.4 -32.9 12.4 :' -35.6 -44.2 16.5 -47.3 -60.8 10 16.2 -66.2 17.5 { -71.6 -67.0 -60.8 20.3 ; -83.1 21.8 k 19.9 17.3 -89.1 X 23.44-95.4 j? 3 20 { 50 14.8 12.9 -61.9 16.0 [ 18.5 -77.7 1 16.1 j -70.5 -83.3 2f.S 4 69.2 .114.5 -56.2 13.9 i -75.7 Te1.5 :1'181.0 28!6 +104.0 100 11.4 -51.9 12.4 1 -56.2 14.3 ; -65.1 15.4 -69.9 . . .74.8 -96.0 .i Roof > 27 to 45 degrees 10 25.7 -28.1 27.8 1 -30.4 32.3 ' -35.3 34.6 33.7 32.4 L -37.8 -35.9 87.0 .40.5 . • • -52.0 20 25.0 24.1 r -26.7 -24.8 27.0 26.0 -28.9 -26.8 31.4 ( -33.5 30.2 -31.1 a -38.4 6.3 -49.3 50 -33.3 6•4 . -35.7 :4.5.' -45.8 100 23.3 -23.3 25.2 -25.2 29.3 1 -29.3 31.4 - 31.4 '3'3!0' 6 -33.6 Ea 2 10 25.7 -32.9 27.8 -35.6 32.3 1 -41.2 34.6 -44.2 37.0 figini di. • • -60.8 20 25.0 -31.4 27.0 -34.0 31.4 -39.4 33.7 32.4 -42.3 •36.0 4445.3 46.3 50 24.1 -29.5 26.0 1 -32.0 30.2 -37.1 -39.8 34.6 -42.5 44.5 EID 2 100 23.2 , -28.1 25.2 . -30.4 29.3 -35.3 31.4 -37.8 33.6 -40.5 43.2 -52.0 3 10 25.7 -32.9 27.8 -35.6 322 -41.2 34.6 -44.2 37.0 -473 473 -60.8 20 25.0 -31.4 27.0 -34.0 31.4 -39.4 33.7 32.4 31.4 -42.3 36.0 -45.3 46.3 50 24.1 -29.5 26.0 -32.0 -30.4 30.2 ; -37.1 29.3 l -35.3 -39.8 34.6 -42.5 44.5 -54.6 100 23.3 -28.1 25.2 -37.8 33.6 -40.5 43.2 -52.0 IIBM 4 10 28.1 -30.5 30.4 -33.0 35.3 -38.2 37.8 -41.0 O. k • 52.0 -56.4 4 20 26.8 -29.2 29.0 -31.6 33.7 -36.7 36.1 33.9 32.2 -39.3 38.7 -42.1 49.6 -54.1 4 50 252 -27.5 27.2 j -29.8 31.6 L.34.6 L 30.0 -33.0 -37.1 -35.4 362 -39.7 34.4 -37.8 j 46.6 44.2 -51.0 -48.6 4 100 23.9 -26.3 25.9 -28.4 4 500 21.0 22.7 -25.2 26.3 -29.3 28.2 -31.4 30.2 -33.6 -43.2 5 10 28.1 -37.6 30.4 -40.7 35.3 y -47.2 33.7 ' -44.0 31.6 -39.8 37.8 -50.6 40.5 -54.2 52.0 -69.6 20 26.8 -35.1 29.0 -38.0 36.1 33.9 -47.2 38.7 -50.5 49.6 -64.9 50 25.2 -31.8 27.2 -34.3 -42.7 36.2 -45.7 46.6 -58.7 100 23.9 -29.2 25.9 : -31.6 30.0 -36.7 32.2 -39.3 34.4 -42.1 44.2 -54.1 5 500 21.0 -23.2 22.7 -25.2 26.3 -29.3 28.2 -31.1 30.2 -33.6 38.8 -43.2 lndi iy • er Enclosed Buildings Net Design Wind Pressures Net Design Wind Pressure, p1et3o (pst) !Exposure Bat h = 30 ft. with I = 1.0 and Kn = 1.0) Unit Conversions - 1.0 ft = 0.3048 m; 1.0 psf = 0.0479 kN /m h 5 60 ft. Walls & Roofs • • • • • • • •• •• • • • • Minimum Design Loads for Buildings and Other Structures 43 ••• • • • ••• • ••• • • •• • .•• • • •• • •• • Mean roof hei•ht ft Zone Effective Wind Area (st) Basic Wind Speed V (m h) 90 100 110 120 130 140 150 170 Roof 0 to 7 degrees 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 Roof > 7 to 27 degrees 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 Roof > 27 to 45 degrees 2 10 -24.7 v -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -8.5.5 -40 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 - 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -8e•1• 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -856) I 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -820 I 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 428 4 Mean roof hei•ht ft Ex•osure B C D 15 1.00 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Figure 6 -3 (cont'd) Net Design Wind Pressures Enclosed Buildings h 5 60 ft. Roof Overhang Net Design Wind Pressure , pnet30 (psf) (Exposure B at h = 30 ft. with 1= 1.0) Walls & Roofs Adjustment Factor for Building Height and Exposure, ?, • • •••• • • • •• •• • • • • • • • • • •• •• • • • • •• •• • • • • • •• • •• • • • • • • • • •• • Unit Conversions - 1.0 ft = 0.3048 in; 1.0 sf = 0.0929 m 1.0 psf = 0.0479 kN /m •• • • • • • •• • • • • •••• • • • ••• 44 ASCE 7 -05 • • • • • • • • • • • • • MIAMI•DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WE.ST FLAGLER STREfT, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buiidingcode 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. • • • • • • DESCRIP rtoN: Series "BR-710" Aluminum Horizontal Roller Window — L.M.11 • APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Willow, Impaot sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2( 1," Prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing.treriami -ltde • County Product Control Revision stamp with the Notice of Acceptance number and a ij gn at of y 1e Miami -Dade County Product Control Division. • • MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant •: •: LABELING: Each unit shall bear a permanent label with the manufacturer's name o: logo city, seat/144 following statement: "Miami -Dade County Product Control Approved ", unless othervPiK t ed her 't% • RENEWAL of this NOA shall be considered after a renewal application has been filed and there &ass ben no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIrTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 •' Along with marked -up drawings and installation diagram of XOXAltuminum horizontal sliding window, prepared by Fenestration Testing Laberataity, Report No. F'.rL -4858, dated 03/08/2006, signed and sealed by BdIttintdo • Largaespada, P.E. • •••• •••• • (Submitted under NOA# 06-0405.06) • "' 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •, • 2) Uniform Static Air Pressure Test, Loading peg i ;TAS 202.-94 3) Water Resistance Test, per FBC, TAS 202-94' • 4) Large Missile Impact Test per FBC, TAS 2094•'. 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -4 • ; ; ; ; • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Pe Product Control Ex '48IF NOA No 07 M .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fen tMfon Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by S. Ripncra P.E. • • • • • 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 tlnd'P1L- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/200 MOiled and Algid. by Edmundo Largaespada, P.E. . . . (Submitted under NDA# 06- 0405.06) • G. OTHER E -2 • • .. • • • • 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, he for theier.Series • • • "Alum. Horizontal Roller Window, Impact", approved on 12/21 /2006 and etpiint on 12/21/2011. Li Manuel Perez, ' Product Control a 1 1 . R NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B, 516° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACJTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5116" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. #I6" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7118" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS 1-11711 AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI 19: (1) LITE OF 1/8" OR 3116° ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/18" LAMI IG: (1) LITE OF 1/8" OR 3116° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13116" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5(16" OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITE& OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. 4.13118" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/18" OR 1/4' AIR SPACE AND 7116" LAMI CONSISTING OF (2) UTES OF 3/16 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13/16" LAMI 19: (1) LITE OF 1/8 OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16 LAMI 19: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAXES ASTM E 1300 - 02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. •• ••• • • • • • •• ®7. REFERENCES: TEST REPORTS FTL -4868, FTL -4859 AND FTL -5330. • • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • • ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION • • ••• • • • • • • • ADM 2005 ALUMINUM DESIGN MANUAL 4,,8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH Th{E RroQIJIREMFJT OF FLOrIDA •UILDING CODE, CLLj,-EEMPPkINQI,44DING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • :: i • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • Naomi r•: 4/1$107 Lelia 10/17/08 owe: 5/13/06 228/06 8 r A J.1 ADO FT15030TONOTES 74 CHG. NOTE8 TO CURRENT EMT. • • . i ..._: • r-- • o CHANGE TOASTAAE 1300-02 • ItSUMw 4� • • • gs • ADD AIR SPACE DM. NOTE 1. TECH. REF NOTE 74 NOTE 8. • (1 � • v1a�14(y 3 � •• • • • • ••• • 31230-08 GENERAL iS`a ti ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • Sonbagiadst 118790 I NTS I i i m 11 laaatoo 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES... ...... GLAZING DETAILS.... _...... 2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL ...... ......_ 5 ANCHORAGE 8-11 PRODUCT REVISED as cavxplying with the Florida E Cede ACCTEritCe NO Expir. m a Thee DI Mao&ST bates rte Fit 4(1607 C F.K. getatigy F.K brawn Ss F.K Sore W/17/ Dais 9/13!88 Dohs 2/28105 Rerkkor B A ten,: J.J. 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 66,67,68,69,70,71 UT NOM. GLASS BITE -•-- 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS ■•••■■ 5/16' LAMINATED 6116" OR 318' AIR SPACE 1/8" OR 3116 ANNEALED (MIN.) GLASS 13/16' NOM. 13/16' LAMI IG GLASS W/ 5/16' LAMI NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DB4. TO LAM JG DETAILS 3223!08 • • • • • • • • • • 1070 TECAVYGGY UWNE NOKOa1lS.•L 342P5 • • P.0 30/t 1370• • NOKOA1t8. X344• 63,64,65 72,73,74,75,76, •• ••• • • • • • •• • • • • ••• ••• • • • •• 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS • • - 7/16' LAMINATED • • • • 3/16° OR 114" AIR SPACE • • 1/8° or 3/16° ANNEALED (MIN.) GLASS • • 13/16° NOM. 13/16" LAMI IG GLASS Wl 7/16" LAMI • •• • • • • • • • • • • • • • • • • • 112" NOM. GLASS BITE # 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16' LAMINATED GLASS • • • • • • • •• • Bat' ' ;vle� ;• • • • • • • • • 1/2" NOM. GLASS BrrE 9LAZING DETAILS %SLUM. HORIZONTAL ROLLER WINDOW, IMPACT %R716 Amer I sr.orts Full 2 w 11 4127-10 <] EXTERIOR INTERIOR E> (ALL SECTIONS) Raw C PRODUCT REWSED Qmpi /sng wit 6e Florida Ri ild :a8 C,,& Act ean NoO . = 0 i�ion Daft r3` -712' BY TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +699 -60.0 +80.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) - WINDOW [GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H, I +60.0 -60.0 TO 80 7116" D,E,F, J, K, L +75.0 -75.0 TABLE 3. OX AND XQ FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 1 38 318" 48" 50 518" 54" 60" - 63" 60" A,B,G, H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r3 • ` r :TM= al !.^.17.1 web the norms sa.e..... ;; cu;, A«eps 0 -O : _ 66" , A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" h'JKL D E,F, +75.0 -75.0 •r ,-= ' " I0 GLASS TYPES: TEST REPORT FTL -4858 , FTL -4859 OX & XO) AND • • • • • • • • • (XOX) ( ) FTC 5S3tT A. 5/16" LAMI - (1 /8" A, .090,1/8" A) B. 5/16" LAMI- (1/8" A„090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16 1- (3116" A, .090, 3/16" HS) F. 7/16 1- (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/1A, Q16; Oft vin p;meg, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 13-1/8" OR 37f6"A7a1 olt al" AfR tP L'E, 5/16" LAMI - (1 /8 "A, .090,1 /8 "HS) 1 13116" LAMI 1G -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8"11S) J. 13/16" LAMI IG -1/8" OR U16"C,'3/16"' 144°SPA€E07 /e1D AMI - (3/16 "A, .090, 3116"A) K. 13/16" LAMI 13-1/8" OE 31161, 3P16; Of y4; SPAS£, 7C16; LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI 1G -1/8" OR 3/16"A, 3/16" OR 1/4" SPAC'7 /1b`" LAMI - (3/16"HS, .090, 3/16"1-IS) Robert L. Clerk. P.E. PE 439712 Structural 1 4,c 0 � p. It rekr 1011 ADO INTEGRAL FIN OPTION It UPOATEASTME 13 GPs REVISE DP TABLES TO ASTM E 130042 to7o pY 1070 TE gA l IS.�L S42�5 P.O.09S1010 • • N0K0tm$, A.342R» • • • • • .,► ■ . • t DESIGN PRESSURES 10/17!06 r UM. HORIZONTAL ROLLER WINDO IMPACT Gf13te8 ADD AIR SPACE OIMENS GLASS TYPES 0 THRU L. ovaw, er R1C 0" 228/06 tr eer J.J. Data 323818 • :VOxb1 Beai • • • • • • • • } NTS 3 1 4127-10 C 6 F.K. Oaam+ap, Fit r 57 3/8° MAX DLO ALL FIXED LITES 27 air MAX. DLO VENT lkasr 5113!08 oar 2/25,05 adman Ma J.J. 111° MAX WIDTH FLANGE FRAME 33 W16° MAX. DLO FIXED 1 54 5/16" MAX DLO FIXED DETAIL B - XOX (114-112 -1/4) mamm Oars geNcleae: F.K. 10117/06 8 NO CHANGE THIS SHEET DETAIL A - OX OR XO 110° MAX WIDTH I.F. FRAME 33 9/16' MAX DLO VENT wad Ran Manna: a: ADD INTEGRAL F'INF NAX ENSIOA�S Mb CORNER F.K 4/15/07 C CONSTRUCTION DETAIL MMI . NO CHANGE THIS SHEET 56° MAX DLO ALL VENTS 62° MAX 1070 TEOHM13.5313Y 6RN NOKOMIS 34 5 P.O. 841524 • • 6 63° MAX. FLANGE FRAME ALL CONFIG. ® I.F. FRAME ALL • . CON SIG.. • • • • .. • • • • • • • • •• •• •• • • • •• C 73 " MAX. WIDTH I.F. FRAME ® • • • ••• ••• ••• ••• ••• • • • • • • • 27 3/8" MAX. DLO VENT ELEVATIONS 85 7/16' MAX. WIDTH I.F. FRAME -- -+-I A 7/16" MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D Q, I.F. FRAME FLANGE FRAME 74° MAX. WIDTH FLANGE FRAME : . . • • . • . ; • • • ; pRAME CORNER CONSTRUCTION) • • • ••• • RLUM. HORIZONTAL ROLLER WINDOW, IMPACT d setae Cantaeaa • 4x710 I NTS 1 4 a 11 I 4127 -10 I C � r..LVISRD with the Florida :... C: Av': •••.•...o.oa No - r" . RILICO Data ADD INTEGRAL RN RUNE rIS&IS 41, 42AJVD 43 AND VIEWS NO CHANGE POS MEET MAX HEIGHT FLANGE FRAME A 0 EXTERIOR MAX, FIXED DLO MAX VENT DLO INTERIOR SECTION C-C 8 (VERTICAL SECTION, FLANGE FRAME) EXTERIOR 10 0 MAX VENT DLO 1N'T1 =Rto 1 Lllliil�I ' • - INTERIOR EXTERIOR 070 T0CH900O8Y (ME NoKOIES.. • P0.139/1820 • • NOKOMtt gv er 0 _1.:oaroiwmor k-•- -- MAX FIXED DLO ---.A MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 0 0 �+- MAX FIXED DLO —'- MAX. WIDTH (1.F. FRAME) EXTERIOR SECTION AMA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN. FRAME) • • • • • • • • • • • •• EXTERIOR • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5Q I• . • • • • • • • • • • • � •••• • •• WO MAX. VENT DLO 0 0 0 HEAD • Mamma _ • • %um H a l f 5 ' 1 t INTER /OR (VERTICAL SECTIcIN, I.F. FRAME) Q • • • (VERTICAL SECTION, I.F. FRAME) Q, SECTIONS 4LUM. HORIZONTAL ROLLER WINDOW, IMPACT a 4127 -W C MAX. VENT DLO PZOLLtTREVTEED as con* =ng with t1u 14mrii Cada Ac'..c ., '6R N 5auicn Dato 1X4'7' r R eat L. Calk P.E. PE 00712 sr01 1 PIEM DWG# REV 2 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 1626 13 4002 A 14 4134 15 1155 16 4110 G 17 4054 B 19 4066 21 4105 22 1683 23 225-1 24 226 29 4128 32 4006 D 33 1235 35 1096 36 1016 37 4126 38 1683 39 7070 40 41 4139 42 4140 43 4141 50 51 1224 52 1225 4102 A DFSCRJP'1YON FLANGBFRAMEHEAD SASH STOP (STD.) (ANTI LIFT CLIP) 48 X 3/4 PH. PAN HEAD SASH STOP OVER(SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLERTRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FIANCE FRAME JAMB GASKET FORMAN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETINGRAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,,250 X .270 BACK, FIN SEAL ROLLBtHOUSING& GUIDE BRASS ROLLER WHEELS HOR1ZONTALROLLER SASH TOP WIDE SASH MEETINGRAIL WSTP,.170 X .270 BACK, FIN SEAL SWEEP LATCH 48 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187X 275 LIFT RAIL C COVER CAP 1.F. FRAME HEAD LF. FRAME SILL LF. FRAME JAMB GLAZINGSIUCONE, DOW 899, 995 OREQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB 53 4039 B GZAZINGBEAD -5/16" (THIN) 54 4044 B GLAZING BEAD - 5/16" W /GRILLKIT 55 4222 A (;LAZING BEAD -7/16" 56 985 C GAZING BEAD - 7/16" W /GRILL KIT 59 4067 GLAZING BEAD - 13/16" 60 GLASS, 5/16" LAMI (1/8" A, .090 PVB,1/8" A) 61 " 5/16" LAM1 (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB,1 /8" HS) 63 " 7/16" LAMI (3/16" A, .090PVB, 3/16" AZ 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090PVB, 3/16" 1 w»sae,- Deft "erm0nr F.K. 4/13107 C ADD ITEMS 41, 42 & 43 e 0210 F.K. 10/17/08 8 NO CHANGE' THIS SHEET Reader l Rewenx F.K. 3/13106 A ADD SPACE DIMENSIONS ITEMS 6B TI4iU T7. Ormo4P Owv •y nun F. K : 2128106 J . J. 31208 1 MATE PGI'# 6063-T6 AL 612237 6063 -T5 AL 612244 6063-T5 AL 7834AA 6063 -T66 AL 64136 6063 -T6AL • 64137 6063 -T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6AL 612225 74134W/K 7S1PQA 6063 -T5 AL 641100 6063HD -T6 AL 64054A 640660 6063 -T5 AL 612240 616830 42112HD BRASS 7BRWHL2 POLYPROP. 44128N 6063HS -T6 AL 64006 675160 DIE-CAST 71096 7858 6063 -T5 AL 64126 616830 67070K 74078 "C" LORR 6063 -T6 AL 64139 6063 -T6 AL 64140 6063 -T6 AL 64141 6TP247W,K 6TP248K 6063 -TS AL 64039E 6063 -T5 AL 644703 6063 -T5 AL • 44222,, • 6063 -T5 AL : 6985 • 6063 -T5 AL • •• ••• • ••• • • • • • • . • • •. • 1070 TEQ4* •t1GY WOVE NOKONS • A FL 34 S ITL+IVJ DESCRIPTION 66 0Lk 67 68 69 70 71 72 73 74 75 76 77 • • " " 90 1014 91 1630 92 1631 93 1073 94 1624 95 1635 13/16" LAMI I0- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A .090 PVVB,1/8"A) 13/16" LAMI 1G- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB,1 /8"HS) 13/16" LAMI to- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (Ur HS, .090 PVB, 1/8"HS) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 13/16" LAMI 1G-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (] /8"A, .O9OPVB,1 /8 "HS) 13/16" LAMI I0-3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090PVB,1 /8"11S) 13/16" LAML 10.118 "A,1 /4" AIRSPACE, 7/16" LAMI (3/16"A, .090PVB, 3 /16"A) 13/16" LAMI IG1/8 "A,1 /4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16"HS) 13/16" LAMI 1G-1/8"A,1/4" AIR SPACE, 7/16" LAMI (3116 "1°45, .090 PVB, 3 /16"HS) 13/16" LAMI 1G-3/16"A, 3/16" AIR SPA ' 7/16" LAMI 3/16 "A, .090 ' : 3/16"A 13/16" LAMI IG- 3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAMI 1G-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3/16 "HS) SCREEN FRAME(HOR & VER.) SCREEN CORNER KEY W /RINGS SCREEN CORNER KEYW /OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN eARTS LIST E rs. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT wzdloaR am.: s onexew Rae • HR710 I NT S 6 d 11 4127 -10 C MATL 3105-1114 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH PGI'# PRODUCT REVISED as complying with tim Florida Building Code Acoegtonce No O — &citation Date L. C>atk P.E. PE 0/3$712 Structural H 2.710-0-1 O FLANGE FRAME HEAD #4102A 6083 -T8 .490 T — 1.451+1 O SASH STOP #4025, 6063 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .878 .050 1.096 - T 0 GLAZING BEAD, 5116" 0404413, 606345 (USED WI GRILL 107) ]r 3 2 1 - ►---2.710 ---j C FLANGE FRAME SILL J #4136, 6063-T6 0 HORIZ. ROLLER TRACK #4131. 6083-76 1.1 1.081 I� 32 SASH MTG. RAIL #40060, 6063HS -T6 • • • .678 1.096 T 5 GLAZING BEAD 7116" #4222A, 8063-T5 • • • • • • • • • • • •• • 3.152 37 17 FIXED MEETING RAIL #405413, 60631-1D-T6 .29'1.1 SASH SIDE RAIL #4126, 6063T5 •••••••••• • •••• •• • ▪ • • • 450. -4• 4 6 1.115 GLAZING BEAD, 7116" • � • : ss� 1 M 1Qr • • • • • • • • • • • • • • • • • ••• • • • FRAME SILL ADAPTER #4137, 6063 -T6 .678 0 T 53 GLAZING BEA , 5116" #403913, 6063-75 .683 #tin 1 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 738 BB I -44 SASH STOP COVER #4D 608 ® FLANGE FRAME JAMB #4002A, 608346 PRODUCT REVWS1rD as compiying with the Ronde $uddi g Coda Acretaa1100 No O Expiration Date • 57 F.K >esr: F.K. gmest F.K. fir F.K. Otrlis 4/15107 torte: 10/17108 amts: 5113MS »e 2 savC+s C Rarttlare 8 lifrioksts A J.J. NO CHANGE THIS SHEET NO CHANGE TH1SSHEET NO CHANGE THIS SHEET 3/23/08 1070 TECH1 &YgPoNE NOKOMIS.FL 344g5 P.O BQY1 ••• NOIOMSIMP•34214 • Varib4 B?1?•P • EXTRUSIONS UM HORIZONTAL ROLLER WINDOW, �� IMPACT ROW itireStabsc >dZ7>0 Hall 7 O! 11 4127 -10 C rA/0 Robert L. Cleric, P.E. PE 1139712 S&ucksal 'ANCHOR QUANTITIES, XOX (114 - 112 -114) WINDOWS ANCHOR TYPE) & SUBSTRATE WU®OW SIZE W H 53.125x 31375 48.000 50.625 54.000 60.000 63.000 60000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 83.010 84.000x 38.376 48.000 50.625 54.000 80,000 83.000 106.376138.375 48.000 50.8116 64.000 60.000 63.000 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 mgr F.K . arnae•x F.K. Daax 4/161T7 t, 10117108 - tea,: FK 6119/08 mom* am F.K. 2/28108 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2.3, WOOD ZONES 1, CONC 2,3, WOOD ZONES ' ZONI=S 2, CONC 1, CONC ZONES ZS HEAD & SILL 1 +02+1 +02 +1 1,C2+1402+1 1 +02 +1 +02+1 1 +102 +1 +102+1 1 +102+1 +C2+1 1 +02 +1 +02+1 1+02+1 +102 +1 1 +02+1 +02+1 1 +0x+1 +02 +1 1 +102 +1 +02+1 1 +02+1 +02+1 1 +02+1 +02 +1 1 +02+2+02+1 1 +(.2+2+0+1 1 +0x+2 +02+1 1 +0+2+02 +1 1 +02+2 +02+1 1 +c2 +2 +102 +1 1 +02+2+02 +1 1 +c2+2 +102 +1 1 +C2+2 +02+1 1 +102 +2 +02+1 1 +02 +2+02+1 1 +02+2+02+1 1 +102 +2+02+1 1 +02 +3+02+1 1 +102 +3+02+1 1+03+3+03+1 1 +03+3 +03+1 1+03+3+03+1 m - > 2 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 2 1 +02 +3+02 +1 1+03+3+03 +1 3 3 3 1 +03+3+03+1 1 +(3+3+03+1 3 3 1+02+3+02 +1 1 +02 +3+02 +1 3 3 3 3 2, CONC Wt4ES HEAD & SILL 4 1 +02+1+02 +1 2 1 +02+1 +102+1 3 1 +102 +i +102 +i 3 1 +102+1 +102 +1 3 1+02+1 +02 +1 3 1 +102 +1 +102 +1 3 1 +02+1+02 +1 2 1 +02+1+02+1 3 1 +02+1+02+1 3 1 +02+1 +102 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 2 1 +02+1 +02+1 3 1 +102 +1+C2 +1 3 1+02 +1 +02+1 3 1 +02+1+02+1 3 1 +02+1+102+1 3 1 +02+2 +102+1 2 1 +02+2+02 +1 3 1 +02 +2 +02+1 3 1+02 +2+02 +1 3 1 +02+2 +02+1 3 1 +102 +2+02+1 3 1+02+2 +02 +1 2 1 +102 +2 +0x+1 3 1 +02+2+02+1 3 1 +0x+2+02+1 3 1 +02+2 +02+1 3 1+102 +2+c2 +1 3 1 +02+2 +02+1 2 1 +02+2+02+1 3 1 +102 +2 +02 +1 3 1 +02+2+02+1 3 1 +102 +2+02 +1 3 1+02 +2 +02+1 3 HEM & SILL 1+02+1+02+1 1 +02+1 +02+1 1 +02 +1 +102+1 1+02 +1 +02+1 1 +02+1 +02+1 1+02 +1 +02 +1 1 +02+1 +02+1 1 +102 +1 +02+1 1 +02 +1 +02+1 1 +02+1+02 +1 1+102+1 +02+1 1+02+1+02+1 1 +02+2 +02+1 1+02 +2 +02+1 1 +02 +2+102 +1 1+02 +2 +02+1 1 +02+2+02 +1 1 +(3+2+03+1 1+02 +2+02 +1 1 +102 +2+C2+1 1 +02 +2+02 +1 1 +02+2+02 +1 1 +03+2+03+1 1 +03+2 +03+1 1 +02+3+102+1 1+03 +3+03+1 1+03+3+0x+1 1+03+3+03+1 1 +C4+3+C4 +1 1 +04+3+C4+1 1 +0+3+02 +1 1 +03+3+03+1 1 +03+3+03+1 1 +03+3+C3+1 1+04+3+04+1 Asetalonx A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. t tam J.J. 3o2&08 HEAD & SILL 2 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +102 +1 3 1+02 +1+02+1 3 1+02+1 +102 +1 3 1 +02+1 +02 +1 2 1+02+1 +102+1 3 1+02+1 +02+1 3 1+C2+1+C2 +1 3 1 +102 +1 +02+1 3 1+02 +1+02+1 3 1+02 +1+02 +1 2 1+02+2+02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +C2+1 3 1 +C 2 +2+02+1 3 1 +(2+2 +02+1 3 1 +03+2+03+1 2 1 +C2 +2+02+1 3 1 +02 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+23G2+1 3 1 +03+2+03+1 3 1 +03+2 +03+1 2 1 +02 +3+C2+1 2 1+02+3+C2+1 3 1 +403+3+03+1 3 1+04+3+04+1 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP DK A 8 REVISE HEAD SILL CLUSTERS TABLE 4 co HEM & SILL 4 HEAD & SILL 2 1 +02+1 +02 +1 2 1+02+1+02 +1 2 C2 3 1 ++1 +C2 +1 3 1 +102 +1 +102 +1 3 3 1 +0241 +02+1 3 1+C2 +1 +C 2 +1 3 3 1+G2 +1 +C2 +1 3 1+02 +1 +02+1 3 3 1 +102 +1 +102+1 3 1 +02 +1+02+1 3 3 1 +102 +1 +02 +1 3 1 +03+1+03+1 3 2 1+02+1 +02+1 2 1+02 +2 +02+1 2 3 1+0 +1 +02+1 3 1 +02 +2+02+1 3 3 1 +02+1 +102 +1 3 1 +C2 +2 +C2+1 3 3 1 +02+1 +02+1 3 1 +02 +2+02+1 3 3 1 +02 +1 +02+1 3 1 +103 +2+03+1 3 3 1 +02+1 +02+1 3 1 +03+2+03 +1 3 2 1+02 +2 +02+1 2 1+02 +2 +02+1 2 3 1 +C2 +2+C2+1 3 1+02+2+02+1 3 3 1 +02+2+02 +1 3 1+02 +2 +02+1 3, 3 1+02 +2+02+1 3 1 +03+2+03 +1 3 3 1 +102 +2 +02 +1 3 i+C3+2 +C3+1 3 3 1+02+2+02+1 3 1+03 +2+03 +1 3 2 1 +102 +2+02+1 2 1+02 +3+02+1 2 3 1+10 2 +2+1:2 +1 3 1 +103+3+0x+1 3 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 3 1 +02 +2+102 +1 3 1 +04 +3+04 +1 3 3 1 +02 +2+02+1 3 1 +104 +3 +04+1 3 3 1+C2+2+ 3 1 +104 +3+(02+1 3 2 1+02 +3+02+1 2 1+02+4 +01 +1 2 3 1+03+3+03+1 3 1 +02+3+02 +1 3 1 +03 +4+03 +1 3 MTG. RAIL, TNT.- 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +03 +4 +C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 1 +103 +3+03 +1 3 1 +C3+3+C3+1 3 1+CC4+4+C4 +1 3 (SHOWN IN TABLE KEY ABOVE) • 4 1 +03+x+ +03+1 3:1+02,14+: i i • • 4 14C4+3464+1 S :i 4$i�li 45+: 3 : • • 3 1 +C2 +3+02+1 £•1+C +4+102 +1 2 • • • 3 1 +04+3 +04 +1 3 1+04+3+04+1 3 1 +02 +3+02+1 3 1 +03 +4+03+1 3 3 1+3+C'? 3 14211+02 3 3 1 ^K + C3 1 3.1+ +4 + 3, 4 1+4534+C3:1 3 1 +04+4 +C 3 3 1 +03+3+03+1 3 1 +03 +3+03+1 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +C4+3+C4 +1 3 1 +05+4405+1 4 NOTES; 1. ANCHOR TYPES: 1 - /4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 6116" LAMI - (118° A,.090, lir A) B. 6/16" LAMI - (1/8" A,.060,1/8" HS) C. 6/16' LAMI - (1/8" HS,.090, 1/8" HS) D. 7116" LAMB - (3/16" A,.090, 3116" A) E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) F. 7/16" LAMB - (3116" HS,.090, 3/16' HS) G. 13/16" LAMI IG - 1/8" OR 3/16' A, 5/16" OR 318" SPACE, 5/16' LAMI H. 13/16" LAMI 10 -1/8" OR 3/18' A, 5/18' OR 3/8 SPACE, 6116" LAMI 1. 13/16° LAMB IG -118° OR 3116' A, 5/16' OR 318° SPACE, 5116" LAM - J. 13/16" LAMI 10 - 1/8' OR 3/16° A, 3/16' OR 1/4" SPACE, 7116° LAMI - K.13/18" LAMI 10 -1/8° OR 3/16° A, 3/16' OR 1/4' SPACE, 7/18" LAMB - L. 13/18" LAMI 10 -1 /8° OR 3116 A, 3/16" OR 114° SPACE, 7/16" LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX, FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX O.C. TABLE KEY: X 0 X I1 +C3+4+C3+1 13 I-+-- ANCHOR QUANTITY PER JAMS • VREF. • • • • • • HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 25 3/4' max. - +� Fo--3" MIN. t tit I I t t tat t 9' REF. X O X 25 3/4' MAX. 1 1/2' TYP. 1-.-3° MIN. I t s t O • • • .MIG. 4 hirL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS :ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 161'7 re TS 8 d 11 I 4127 -10 i C - (1/8" A,.090, 1/8' A) - (1/8' A,.090, 1/8' HS) (118" HS „080,118' HS) (3/16' A,.090, 3116' A) (3116° A..090, 3118° HS) - (3/16" HS,.090, 3/16" HS) pROi ucr r'EVLSED as cc ni• ;.a« with the Florida Acce,rtaa:oNo 0 Expiation Dao" Robert L. dark, P.E. PE 039712 9bucturat ANCHOR QUANTITIES, XOX (113 -113 -113) WINDOWS GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K L TABLE 5 ANCHOR TYPES &SUBSTRATE WINDOW SIZE v 48.000x 38.375 48.000 50.625 54.0 60.E 63.E 53.125x 38.375 48.000 50.825 54.000 60.000 63.000 .000x 38.375 48.000 50.625 54.000 60.000 83.000 86.000 x 38.375 48.000 50.625 54.000 60.000 83.000 74.000x 38.375 48.000 50.625 54.000 60.E 63.E 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 88.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Rota Etr. RK mow F.K. IMMO eft P.K. Dater 10/17/08 Dab, 5'13/08 212 8/ 8 2,3, WOOD -- ZONES HEAD & SILL 1+02 +1 +02 +1 1 +12 +1 +C2 +1 1+02 +1+02+1 1+C2 +1 +02+1 1 +02+1+02 +1 1+02 +1 +02+1 1 +02+1 +C2 +1 1 +02+1 +C2 +1 1+02+1 +02+1 1+02 +1 +C2 +1 1+02 +1 +02 +1 1+C2 +1 +02+1 1+02 +1 +02+1 1+02+1 +02+1 1 +02+1 +02+1 1+02 +1+02+1 1 +02+1+02+1 1+02 +1 +62 +1 1+01 +1 +02+1 1 +02 +1 +02+1 1 +02 +1+02 +1 1 +02+1+02 +1 1 +62+1+02 +1 1+C2 +1+02+1 1+02 +1 +02+1 1 +02+1 +C2 +1 1 +02+1 +02 +1 1+C2 +1+02 +1 1 +02+1+02 +1 1 +02+1+02 +1 1 +C2 +1 +C2 +1 1+02 +1 +02+1 1+02 +1 +C2 +1 1 +02 +1 +02 +1 1+02 +1 +02+1 1+03 +1 +03+1 i 1 +02+1 +02 +1 1+02+1 +C2 +1 1 +C2 +1 +02+1 1 +C2 +1 +02 +1 1+C2 +1 +02 +1 1+03 +1 +03 +1 B fteriskar A Glided* J.J. m at 2 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1 +62+1 +C2 +1 3 1 +02+1 +02+1 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3/2$?/6 2, CONC ZONES DEAD & S81 1+02 +1 +C2 +1 1 +G2 +1 +02 +1 1 +C2 +1 +02+1 1 +02+1 +02+1 1+02 +1+02 +1 1 +C2 +1+02 +1 3 1 +02+1 +C2 +1 2 1 +42+1+02 +1 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1+02 +1+02 +1 1 +02 +1 +02+1 1 +C2 +1 +02+1 1 +02+1 +02+1 1 +02+1+02 +1 1+02+1+02 +1 1 +02 +1 +(2 +1 1 +02+1 +02+1 1 +02+1+02+1 1+02+1+012 +1 1+02 +1+02 +1 1 +02+1 +02+1 1 +02+1 +C2+1 1+02 +1 +02+1 1 +02+1 +62+1 1 +02+1+02 +1 1 +C2 +1+02 +1 1 +02+1 +02 +1 1 +02+1+02 +1 1 +02+1 +02+1 1 +02+1+02 +1 1+C2+1+02+1 1 +02 +1 +02+1 1 +02+1+02 +1 1 +C2 +1+4,2+1 1 +C2+1+C2 +1 1+02+1 +02+1 1 +02+1 +C2 +1 1+02 +1+02+1 1 +02 +1 +02 +1 2 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1, CONC ZONES HEAD & SLL 1 +02+1 +02+1 1 +C2+1+C2 +1 1 +02+1+02 +1 1 +02 +1 +02+1 1 +02+1 +C2 +1 1+02 +1 +02+1 1+02 +1 +C2 +1 1 +02 +1 +C2 +1 1+02 +1 +02 +1 1+02 +1+02 +1 1 +12 +1+02 +1 1+02 +1 +02+1 1 +01 +1 +C2 +1 1 +02 +1 +02+1 1 +02+1 +C2+1 1 +C2 +1 +62+1 1 +02 +1 +C2 +1 1 +02+1 +C2 +1 1+02+1 +02 +1 1+02+1+02 +1 1 +C2 +1 +C2 +1 1+02 +1 +02 +1 1 +02 +1 +02 +1 1 +C2 +1 +02+1 1 +02+1 +02+1 1 +02+1 +C2 +1 1 +02+1 +C2 +1 1 +02+1 +02 +1 1 +03+1 +03+1 1 +03+1 +03+1 1+03+1+03+1 1 +02+1 +02+1 1+02+1 +02+1 1 +02+1 +C2 +1 1 +03 +1 +03+1 1 +C3 +1 +03+1 1 +03 +1+03+1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 ADD SPACE DIMENMLONS GLASS TYPES G THRU t. 2,3, WOOD 2, :ANC 1, CONC ZONES ZONES ZONES HEAD & SILL 1 +02 +1 +02 +1 1 +62+1 +C2 +1 1 +62+1 +C2 +1 1+02 +1 +02 +1 1+02 +1 +02 +1 1+02 +1+02+1 1 +02+1 +C2 +1 1+02+1+02 +1 1+02 +1+02+1 1+02 +1 +02+1 1+C2 +1+02+1 1+02 + 1 +02+ 1 +02+1 +02+1 1+C2+1+C2 + 1 1+02 +1 +02+1 1+02+1+02 +1 1 +C2 +1+02 +1 1 +03+1 +63+1 1+02+1 +02+1 1+02+1 +1 1+02 +1 +02+1 1+02 +1 +02+1 1 +C3 +1 +03+1 1 +02 + 1 +C2 +1 +C2 +1 1 +63+1 +03+1 1+03 +1+03+1 1 +02+1 +0;2 +1 1 +02+1 +C2 +1 1 +02 +1+62 +1 1+02 +1+C2+1 1+03+1+03+1 1+03+1 +C3 +1 1+03 +1 +03+1 1 +03+1 +03+1 1+02 +1 +02 +1 1 +02 +1+02 +1 1+02 +1 +02+1 1+03 +1 +03+1 1+03+1+0;3 +1 1 +03+1+03+1 1 +03+1 +03 +1 1+03 +1 +63 +1 RE /ISEANCHORAGE FORMAT, HEAD & SILL CLUSTERS rn co rn co I HEAD & SILL HEAD & SILL Q 2 1+02 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +02 +1 3 1+02 +1 +02 +1 3 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 3 1+02 +1 +C2 +1 3 1 +C2+1+C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1+02 +1 +02+1 3 1 +03+1 +03 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+02+1 2 3 1 +02+1+01 +1 3 1+02 +1+02 +1 3 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 1+62 +1+02 +1 3 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 2 1 +02 +1 +02 +1 2 1 +02+1 +62+1 2 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 3 1 +C2+1 +C2 +1 3 1+03+1 +03+1 3 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 3 1+02 +1 +(2+1 3 1+C3+1+C3+1 3 2 1 +02+1 +02+1 2 1+02 +1 +02+1 2 3 1+02 +1+02+1 3 1+02 +1 +02+1 3 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 3 1 +62+1+02+1 3 1 +03+1 +03+1 3 3 1 +62+1+02+1 3 1 +03+1 +03+1 3 2 1+02 +1 +02+1 2 1 +02+1 +02+1 2 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 3 1 +02 +1 +02+1 3 1 +03+1 +63+1 3 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 3 1 +02 +1+02 +1 3 1 +03+1 +03 +1 3 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 3 1 +6241+02+1 2 1+02 +1 +02 +1 2 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 3 3 3 1 +C2 +1 +(41 • 1 +1+ 3 3 1 +02 +1+;2 +1 3 1 C3 4 1 +03 +1 +CS+ 3 MSC 1 -1 4 1+03 +1+q +1 3 M*C4+t `i4 +1 4 1 +C2+1 +C2 +1 1 +02 +1+01 +1 1 +C2 +1 +C2+1 1 +q+1 +03 +1 3 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 3 1 +02 +02 +C +1403+.3 3 1+C142+13 1+C3 +14Cn1 3 1 +C2! 1+02 +' 3 140341 +C3P1 8 2 3 3 3 4 1+03+0403+1 *3 1 +04+4+04 +11 4 4 1 +03+1 +03+1 3 1 +04 +1 +04+1 4 Rand Sr aaas Revisions: F.0( 4/16107 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. ••• • 070TECNNO•OGY DRIVE NOKOMIS,� 1455 • P.0 BOA Mao • NCIWMIb',Rl•3421• • • • • • • • • • • ••• • • • • • • •• ••• NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 118" A) 8. 5/16" LAMI - (1/8" A,.090, 118" HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7(18" LAM' - (3/18° A,.090, 3/16" HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16' HS) G. 13/16" LAMI 10 - 1/8" OR 3/16" A 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.D90.1/8' A) H. 13/16" LAMI IG -1 /8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8' HS) I. 13/16' LAMI 1G - 1/8" OR 3116" A. 5116" OR 3/8' SPACE, 5/16" LAMI - (1/8" HS,.090, 118" HS) J. 13/18" LAMI I© - 1/8" OR 3/16" A, 3/18" OR 114" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A) K. 13/18" LAMI 10 - 1/8° OR 3116' A, 3/16" OR 1/4" SPACE, 7 /16" LAMI - (3/16° A,.D9a, 3118" HS) L. 13/16" LAMI IG - 1/8" OR 3/16° A, 3/18" OR 1/4* SPACE, 7/16" LAMI - (3/16° HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD L?. SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 11+03 +1+03 +11 3 I • ANCHOR QUANTITY PER JAMB 9' REF. • • • • • •� • ▪ • • • • rer,e. RAIL, TYP. HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) )+ 1 25 3/4" MAX. -►i I+-3" MIN. L tit 1 tit t 9 "REF. X 0 X r r MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) L� d 48710 25 3/4' MAX -�-1 1/2" TYP. I-•-3" MIN. t tll t lilt 0 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (113- 113 -1,3) ,4LUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS 9 d 11 C ra 4127 -10 PRODUCT REVISED as. cmmcyaig With ills Florida B0+ C043 Accepta= No Date 9/ Robert L. Clan, P.E. PE 4138712 Struatual `ANCHOR QUANTITIES, XO & OX WINDOWS GLASS TYPES A,B,G,H ANCHORTYPE) 2,3, WOOD & SUBSTRATE ZONES • 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C3+1 1 +03+1 1 +03+1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +03+1 1 +C3+1 1 +C3+1 2 +02 +2 2 +C2+2 2 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 4 1 +02+1 4 1+c3 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 4 1 +C2 +1 4 1 +C3+1 4 1 +C3+1 3 1 +C2 +1 4 1 +C2 +1 2 1 +C2 +1 3 1 +c3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1 +C4 +1 2 2 +C2 +2 3 2 +C3+2 3 2 +C3 +2 3 2+03+2 3 2 +C4 +2 3 2 +C4+2 2 2 +02 +2 3 2 +C3+2 2 1 +02 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +C3+1 2 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C3 +1 4 1+C3+1 4 1 +C3+1 3 2+C2 +2 3 2 +02 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 4 2 +C3 +2 4 1+C2 +1 3 2+C3 +2 4 2 +03+2 4 2 +03+2 1 +C3+1 2 +C2 +2 2 +03 +2 2 +C3+2 4 1 +03 +1 4 1 +C3 +1 3 2 +C2 +2 4 2 +02 +2 4 2 +C2 +2 3 2 +C4 +2 3 2 +C4 +2 2 2 +C2 +2 3 2+03+2 3 2+C3+2 4 4 3 4 4 2 +C3 +2 2+C3 +2 2 +C2 +2 2+03 +2 2 +C3+2 4 4 3 4 4 t7 WINDOW SIZE "6 W v H x •n 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 80.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.030 63.000 60.000 x 38.375 48.0V 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 Rood": Osta F.K 4H6>07 xwgr w Dear Fit W /17A76 Read ajc we. t" F 5/13/06 6 n F.K. 2/28106 2 +03+2 2 +C3+2 2 +03 +2 c 8 A ctaca°d* J.J. 1 +02 +1 1 +02 +1 1 +C2 +1 1+02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+02 +1 1+C2 +1 1 +C2 +1 1 +03+1 1 +C3+1 2 3 3 3 3 3 2 3 3 3 3 3 4 4 2, CONC ZONES 2 J x e as 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 2 +03 +2 1 +03 +1 4 1 +C3 +1 2 3 3 3 3 3 2 3 3 3 3 3 3 1, CONC ZONES QQQ !n = o l l 1+C2 +1 1 +02 +1 1 +02 +1 1 +C2+1 1 +03 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +03+1 1 +C3 +1 2+C4 +2 2 +04+2 2 +04 +2 m 2 3 3 3 3 3 2 3 3 3 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC ZONES ZONES 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C3+1 1 +03+1 2 +03+2 2+03+2 2 +C4 +2 cHG.TABLE #TO6. & SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL MUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRI L. Dam 3l23/011 0) 00) - { •� 2 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +02+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2+1 1 +C2 +1 1+02 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +03+1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +03 +1 1 +C3 +1 1 +02 +1 1 +C2 +1 1+C2+1 1 +02 +1 1 +C3+1 1 +03 +1 2 +02 +2 2 +02 +2 5 2+ 5 2 +03+2 m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 . '2 3 • 3 4 1070 KGM S L 4 5 NCKGMI 34 P.C. 841324 • NOKG*4l 41.348j4 TABLE 1, CONC ZONES 1 +C2 +1 1+C2 +1 02 1++1 1 +02 +1 1+C3 +1 1 +C3+1 1 +02 +1 1+C2 +1 1 +C3+1 1 +C3+1 1 +C3+1 1 +03+1 1 +C2 +1 1 +03+1 1 +03+1 1 +03 +1 1 +03 +1 1 +04 +1 2 +C2 +2 2 +0 +2 2 +C3+2 2 +03+2 2 +04 +2 2 +04 +2 2+C2 +2 2+C3 +2 ++ 7. 2+4# +$ 2 4 02 +2 2 +03+2 2 +C2 +2 3, ,7 +C3+2 4 2 +C3t2 :3 12 +C4 +2 C3'2 ►2FC4 +t • 2+04+2 m a 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 2 +03 +2 2 +03+2 3 3 4 .g 4 . A . 4 5 1 • I • • • NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO 834 CRETE -FLEX 3 -#12 STEEL SCREWS (05) t� 111111E • Ka* 8•ss• 2. GLASS TYPES: A. 5/16° LAME - (118" A,.090, 118" A) B. 5/16° LAMI - (1/8' A,.090, 1/8" HS) C. 5/16' LAMI - (118° HS,.090, 1/8" HS) D. 7/16° LAMI - (3/16' A,.090, 3116° A) E. 7 /18° LAMI - (3116" A,,090, 3/16" HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16" HS) G. 13/16° LAMI IG -1/8° OR 3/16° A, 5/16" OR 318" SPACE, 5116" LAMI H. 13/16" LAMI IG - 118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI 1. 13/16° LAMI 10 - 1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5116" LAM! - J.13/16" LAMI 10 - 118" OR 3/16" A, 3/16" OR 114' SPACE, 7/16° LAMI - K.13/16" LAMI 10 - 1/8" OR 3/16" A, 3/16' OR 1/4' SPACE, 7/16" LAMI - L 13/16" LAMI IG -1/8' OR 3/16° A, 3/18" OR 1/4° SPACE, 7/16" LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • •••• HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 18 314' MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 221!2" MAX O.C. TABLE KEY: O • • • ••• • • • • • • •• 9° REF. • • •r • • • • • • • • • • • • • MTG. RAIL 1 • • • • • 12+C3+2 ! 3 Fe--ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) }l- 183/4° MAX. I 1 �"I �" MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 83/4" MAX i/1" TYP. I+--3° MIN. MOLE CLUSTER W/ QTY. OF (4) ANCHORS Doscteca ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT mlam, sm' to. rm. ma° • HRr,a I NT$ 10 . 11 4127 -10 , C - (1(8 ° A,.090,1/8°A) - (118" A,.090, 1/8" HS) (1/8" HS „090,1/8" HS) (3/16° A,.090, 3116" A) (3/16" A,.090, 3/18" HS) - (3/16° HS,.090, 3/16" HS) PRODUCT REVISED ea emup:; : :? wit'a the Florida &Aldit Cogs Ac .1 Alo . •■0 Expiration Date L!B7 Sfr/f/v/ Robert L Clark P.E. PE 039712 Structural MIN. 3.4 KSI CONCRETE 1x WOOD SUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR NOTE 2 MIN. 3.4 KSI CONCRETE A max F.IG ar FK 114° MAX. --► SHIM _..°. Flood Hy: FIG anon or aa. FK . 2P28/05 DETAIL A TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/8" MIN. 1 314° MIN. E.D. TYP. NOTES: 2x WOOD BUM, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MLAMt -0ADE COU NTY APPROVED 114° ELCO. NOTE 3 1318 ®T CONCRE EM 1318° MIN OR 114' SS4 C RETE -FLEX EMBED 13/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 A A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114° 554 CRETE -FLEX WITH #12 TRIMFIT HEAD. 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE A ANCHOR NOTE 1 DETAIL C 114" MAX. SHIM • ,•NOTE • 1 314" MIN. E.D. TYP. A WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 A TYPICAL FLANGE FRAME SILL SECTIONS DETAIL B DM= Rolston= 4/15/07 C Lb69: Rotator 10117108 B 5/13106 A � E GH N REg T O 1 Kr 8 E E REVISE EDGE DIST. , EMBEDMENT & SPIT REFERENCES ADD NOTE 5. weer. apx, .J. 3/23106 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 114° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) OR PER NOTE 1 A ° (3.4 KSI CONCRETE) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL 1F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 314° EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS IYP. INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR WOOD ANCHOR, NOTE 2 114° MAX. •• ••• • dkc • • g • 1 4318 "MIN 4 •• •�• • •• ••• •• • • ••• DETAIL D • • • • • • • • • • •• • • • 1070 TECH NCKaAUS•FI 5 P.O. SOX 15z*• NOKOMP Ma 84174 DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. ••• • •• • • DE DETAIL I (JAMB) • • • ® INTEGRAL FIN FRAME SECTIONS •••• • I/istb6 Beta. • ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW. IMPACT U NR910 I Half 11 a 11 I 4127 -10 ( C *s.. Florida E •' orioa llata • • • • ••••• • • • •° • • • •••• • •••• • ••••• • • • • •• • • •••• MAR 0 2 Mg APPROVED ZONING STRUCTURAL ELECTIOCAL ECHAuCA BLD MIAMI SAO ES VILLAGE DATE SUBJECT TO _OMFAIVICE "MTh ALL FEDERAL .•:,TATE AND COUNTY RULES AND REGULATiONS