|
MIAMI-DADS COUNTY, FLORIDA
<br />M®
<br />tvIETRO-DADS PLAGLER BtJ1I.DING
<br />BUILDING CODS COMPLIANCE O0'PLCE (BCC 140 W IM R AGL.ER STREET, SUITE 1403
<br />PRODUCT CONTROL DIVISION MLAML FLORIDA 331W1563
<br />(305) 315-2901 FAX (305) 375-29011
<br />NOTICE OF ACCEPTANCE (NOA)
<br />PGT Industries
<br />P.O. Box 1529
<br />Nokomis, IFL 34274
<br />SCOPE.
<br />This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials.
<br />The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
<br />by the Board of Rules and Appeals (BORA) to be axed in Miami Dade County and other areas where allowed by
<br />the Authority Having Jurisdiction (AID).
<br />This NOA shall not be valid after the expiration date stated bellow. The Mismi-Dade County Product Control
<br />Division (in Miami Dade County) anti/or the AHf (in areas other thin Miami Dade County) reserve the right to
<br />have this product or material tested for quality assurance purposes. If this product or material fails to perform in
<br />the accepted manner, the manufacturer will incur the expense of such testing and the AST may immediately
<br />revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
<br />to revoke this acceptance, if it is determined by Miami -Dade Conaty Product Cordrol Division that this product or
<br />material fails to meet the requirements of the applicable building code.
<br />This product is approved as described herein, and has been designed to comply with the Florida Building Code,
<br />including the Higb Velocity Hurricane Zone.
<br />DESCR PTION: Series "SH4000" Aluminum Single Hung VvWow
<br />APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Ifung Window W/ STD. MTO. R Ir',
<br />sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.C1ark, P.E., dated 12/15/04 with revision "F", on
<br />09/20/06, bearing the Miami -Dade County Product Control Remewmi Stamp with the Notice of Acceptance number
<br />and expiration date by the Miami -Dade County Product Control Division.
<br />MISSILE IMPACT RATING: None
<br />LABELING: Each unit shall bear a permanent label with the manufacturet's name or logo, city, state and
<br />following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
<br />RENEWAL of this NOA shall be considered a8er a renewal application has been filed and there bas been no
<br />change ion the applicable building code negatively affecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials, use, and/or manufacture of the product or process. Mime of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
<br />with any section of this NOA shall be cause for termination and r=wvatl of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
<br />the expiration date may be displayed in advertising literature. If wary portion of the NOA is displayed, then it &hall
<br />be dam in its entirety.
<br />INSPEC170N: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA revises NOA # OS-0104,05 and, consists of this page I and evidence page B- I and E-2, as well as
<br />approval document mentioned above.
<br />The submitted documentation was reviewed by Jaime D. Gascon, f•.E,
<br />NOA No 06-0706.04
<br />µ/` b Expiration bate: September 30, 2011
<br />Rk M-10 Approval Date: October 19, 2006
<br />i'agv I
<br />PGT Industries
<br />NQUCE_Q1&fCEPTANCE' EVIDENCE SUBMITTED
<br />A. DRAWINGS .
<br />1. Manufacturces die drawings and sections.
<br />L Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTO. Rail"
<br />Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision
<br />"D", on 12115/04, signed and sealed by Robert L Clark, P.E.
<br />B. TESTS
<br />I. Test reports one) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
<br />3654 signed and sealed by Joseph C. Chan, P.E.
<br />"Submitted under NOA 0 058-0104.05"
<br />2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
<br />2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
<br />3) Water Resistance Test, per FBC. TAS 202-94
<br />4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
<br />2959, 2960, 2%1, 2962, 2963 and 2964 dated various, signed and sealed by Antonio
<br />Acevedo, P.B. "Submitted under NOA # 058-0104.05"
<br />3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
<br />2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />4) Forced Entry Test, per FBC 2411.3-2.1 (b) and TAS 202-94
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />windows, prepared by Fenestration Testing Laboratory, inc., Test Report No. FTL-
<br />4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E.
<br />"Submitted tender NOA # 058-0104.05"
<br />4, Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
<br />2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
<br />3) Water Resistance Test, per FBC, TAS 262-94
<br />4) Forced Entry Test, per FBC 2411.3.2. L (b) and TAS 202-94
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FPL-
<br />4379 dated L 1/04/04. signed and sealed by Edmundo J. Largaespada, P.E.
<br />Jame 0. G P.E.
<br />-f?;Chlef, Product Control Dlvlsiom
<br />NOA No 06-07OL04
<br />Expiration Date: September 30, 2011
<br />Approval Date: October 19, 2t106
<br />E-I
<br />PGT Iad�td
<br />NOTICE OF ACCEPTANCE' EVIDENCE q_ "NIT 1'ED
<br />C. CALCULATIONS
<br />1. Revised Anchor Calculations, ASTM-E 1300-02, and structural analysis, prepared by
<br />POT Industries, dated 09/20/O6, signed and sealed by Robert L Clark, P.H.
<br />D. QUALITY ASSURANCE
<br />I. Miami Dade Building Code Compliance Office (BCCO).
<br />L MATERIAL CERTIFICATIONS
<br />1. None.
<br />F. STATEMENTS
<br />1. Statement letter of conformonm and no financial, dated May 11, 2001, signed by
<br />Robert L Clark, P.E.
<br />"Submitted under NOA # 04-0714.06"
<br />2. Laboratory compliance statement as part of test reports for Test Report no. FM-2959,
<br />2%0, 2%1, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc.,
<br />signed and sealed by signed and staled by Antonio Acevedo, P.E.
<br />"Submitted under NOA # "0714.06"
<br />G. OTHER
<br />1. Letter from the consultant stating that the product is in compliance with the Florida
<br />Building Code (FBC).
<br />2. Notice of Acceptance No. 05-0104.05, issued to POT Industries, Series SH-4000
<br />Aluminum Single Flung Window, approved on 03/24/05, and expiring on 09130/06.
<br />QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE 2. ®ANCHOR TYPE/SUBSTRATE KEY
<br />ANO114MBUIBISTRAT WINDOW HEIGHT 3/W a#12 SCREW IN WOOD
<br />WINDOW GLAGS
<br />WIDTH TYPE
<br />2V'
<br />38 318" I11)518"
<br />2/W
<br />VW
<br />1,2JC
<br />31W
<br />2NIf
<br />1,2/C 3/W
<br />2!W
<br />1,2/C
<br />&W
<br />VW
<br />1,21C
<br />&W
<br />W-W
<br />f,?1C
<br />A
<br />191/8" g,p,F
<br />C,A,G,FI,i.J
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 4
<br />4
<br />6
<br />4
<br />4
<br />8
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 4
<br />4
<br />8
<br />6
<br />6
<br />6
<br />6
<br />0
<br />6
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 4
<br />4
<br />8
<br />8
<br />6
<br />0
<br />8
<br />8
<br />8
<br />A
<br />24" AAF
<br />C,D,G,H,i,J
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 6
<br />4
<br />6
<br />4
<br />4
<br />5
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 6
<br />4
<br />8
<br />6
<br />6
<br />8
<br />8
<br />6
<br />8
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 8
<br />4
<br />8
<br />6
<br />6
<br />8
<br />8
<br />6
<br />6
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 6
<br />6
<br />6
<br />6
<br />4
<br />8
<br />4
<br />4
<br />4
<br />28117, 8,E,F
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 8
<br />8
<br />8
<br />8
<br />8
<br />6
<br />8
<br />6
<br />B
<br />C,D,G,H.1,
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 6
<br />8
<br />8
<br />6
<br />6
<br />6
<br />6
<br />6
<br />8
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />8 6 1 6
<br />8
<br />6
<br />6
<br />6
<br />4
<br />4
<br />4
<br />S2" SAX
<br />4
<br />4
<br />1 4
<br />4
<br />4
<br />6 8 6
<br />8
<br />B
<br />B
<br />0
<br />6
<br />6
<br />e
<br />C,Ia,G,H,I,J
<br />4
<br />4
<br />4
<br />4
<br />4
<br />8 6 6
<br />B
<br />6
<br />5
<br />6
<br />6
<br />6
<br />6
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 8 1 4
<br />6
<br />5
<br />6
<br />8
<br />4
<br />4
<br />8
<br />37" IEi, E,F
<br />4
<br />4
<br />4
<br />5
<br />4
<br />6 6 6
<br />6
<br />5
<br />6
<br />t3
<br />6
<br />8
<br />6
<br />CM.Gi,H.I,J
<br />4
<br />4
<br />4
<br />6
<br />4
<br />6 6! 6
<br />6
<br />6
<br />8
<br />8
<br />6
<br />8
<br />8
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 8 I
<br />4
<br />6
<br />6
<br />6
<br />6
<br />4
<br />4
<br />6
<br />40" 6.E.F
<br />4
<br />4
<br />4
<br />6
<br />6
<br />6 6
<br />5
<br />6
<br />8
<br />8
<br />8
<br />8
<br />8
<br />6
<br />C,D,G,H,I,J
<br />4
<br />4
<br />4
<br />8
<br />8
<br />6 8
<br />6
<br />6
<br />6
<br />8
<br />e
<br />6
<br />6
<br />8
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 4
<br />4
<br />8
<br />8
<br />8
<br />6
<br />8
<br />4
<br />8
<br />44" R,E,R
<br />4
<br />4
<br />4
<br />8
<br />6
<br />6 6
<br />6
<br />8
<br />6
<br />6
<br />10
<br />8
<br />B
<br />B
<br />C,D,G3,H,I,J
<br />4
<br />4
<br />4
<br />6
<br />6
<br />6 6
<br />6
<br />8
<br />6
<br />8
<br />8
<br />6
<br />6
<br />6
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 4
<br />4
<br />6
<br />6
<br />8
<br />8
<br />6
<br />S
<br />6
<br />48" g E,F
<br />4
<br />4 1
<br />4
<br />8
<br />6
<br />6 6
<br />6
<br />8
<br />8
<br />8
<br />10
<br />6
<br />6
<br />8
<br />C,D,G.H,I,J
<br />4
<br />4
<br />4
<br />8
<br />6
<br />8 8
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />6
<br />A
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4 4
<br />4
<br />4
<br />4
<br />4
<br />6
<br />6
<br />6
<br />6
<br />53118" B,E,F
<br />4
<br />4
<br />4
<br />6
<br />6
<br />6 6
<br />6
<br />8
<br />6
<br />6
<br />8
<br />6
<br />6
<br />10
<br />C,D.G,H,I.J
<br />4
<br />4
<br />4
<br />8
<br />6
<br />8 B
<br />8
<br />8
<br />8
<br />e
<br />8
<br />e
<br />6
<br />8
<br />21W a 1/4. 684 CRETE-FLEX IN WOOD
<br />I= = IN" TAPCON OR 1/4'tS54 CRETE FLEX IN CONCRETE
<br />(SEE APPLICATION NOTES AND DETAILS ON SHEET 8)
<br />NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL
<br />GLASS TYPE KEY
<br />A. IV ANNEALED
<br />B. IN TEMPERED
<br />C. 3118' ANNEALED
<br />D.1W ANNEALED
<br />E. 3115" TEMPERED
<br />F. 1H" TEMPERED
<br />G. 1/7' I.G, (1/0'A,1/4" AIR SPACE, l/VA)
<br />H. 10 I.G. (3116'A, 311S' AIRSPACE, 1/9'A)
<br />1, 112- I.G. (VII-T, IA- AIR SPACE,118"f)
<br />J. 1/2" I.G. (3116'T, 3118" AiR SPACE, VAM
<br />1670TECKHOLOOYORIVE nrvvr.vrv.wS. vrnvrrvw, u r rvuvrrvry
<br />R1FV1se AND IIPDATEANQI•ILTRAGE FORMAT Nort1%la9, FL St276 ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL
<br />NEW *WET FORAMW" arACJMG. P.O 99X 1x20 .�
<br />NOKOLaa, FL 34i74 V4lbly Bras, 8M4000 NTS 1 7 7 2738 F
<br />�.� 0 fi
<br />boot L. Vork, P.E.
<br />P9 039112
<br />8truaturel
<br />GENERAL NOTES: NON -IMPACT WINDOW
<br />1, GLAZING OPTIONS:
<br />A. 1Ar ANNEALED QtAU
<br />B. IV TEMPERED GLASS
<br />C. 3116' ANNEALED GLASS
<br />D. 111" ANNEALED GLASS
<br />E. 3/18' TEMPERED GLASS
<br />F.14'TEMPERED GLASS
<br />0.112" I.G. GLASS CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS
<br />WITH 1/4"AIR SPACE BETWEEN.
<br />R IW I.G. GLASS CONSSTINO OF(i) LITE OF 3/16' ANNEALED GLASS
<br />AND (1) LITE OF IW ANNEALED GLASS WITH A Will' AMR SPACE SETWEEN.
<br />® I. 1/2' I.G. GLASS CONSISTING OF (2) LITES OF 1/8" TEMPERED GLASS
<br />WITH A 1/4' AR SPACE BETWEEN.
<br />J. V21 I.G. GLASS CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS
<br />AND (1) LITE OF IV TEMP&RED GLASS WITH A S/16- AIR SPACE BETWEEN,
<br />2. CONFIGURATION: th 9A
<br />3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3)
<br />A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
<br />® TABLES AM E 1300-02,
<br />S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS
<br />TABLES ASTM E 1300-02.
<br />C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI
<br />-DADE COUNTY.
<br />4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 AND T.
<br />THE 33 V3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
<br />PROD(/GT.
<br />'J SHUTTERS AM REQUIRED WHERE IMPACT RESISTANCE 13 REQIARED.
<br />SHUTTERS MUST BE MIAMi-DADS COUNTY APPROVED FOR INSTALLATION
<br />IN MiAM! D/WE COUNTY.
<br />6, Sii"TS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT
<br />CORNERS SEALED WITH CLEAR COLORED SEALANT.
<br />T. REFERENCES: TEST REPORTS FTL•2959, FTL 2960, FTL-2961. PTL49A
<br />FTL.3WA, FTL4179, AND FTL-4378.
<br />ELCO TEXTRCNd NOA: 04-0721,01, 03-OV11.03
<br />ANSI/AFaPA NOS-2001 FOR WOOD CONSTRUCTION
<br />ADM•2000 ALUMINUM DESIGN MANUAL
<br />6. THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE
<br />REQUIREMENTS OF THE FLORIDA BWLDLNG CODE, 2004 EDITION FOR
<br />THE HIGH VELOCITY HURRICANE ZONE Of",
<br />ftW ), W d AAPEDAI7. 0nL. AODL OLW 7YAE81 At►W.
<br />CONCRETE
<br />® 1 3V8` MIN.
<br />CMU
<br />1 114' MIN.
<br />114' MAX. $HIM
<br />T
<br />MAX.
<br />HE
<br />-�"e4 1p- MtVV. Mu 1
<br />49 IIIP MAX. FIXED
<br />LITE DAYLIGHT OMNNG
<br />0 �
<br />4
<br />4
<br />34
<br />MAX
<br />FIXED
<br />LITE
<br />DAYLIGHT
<br />OPE ONG
<br />34 V
<br />MAX.
<br />VENT
<br />DAYLIGHT
<br />OPS 4ING
<br />48 11W MAX. VENT
<br />DAYLIGHT OPENING
<br />OUTSIDE ELEVATION
<br />F 1071 TEON40LOOV ORM GENERAL NOTES AND ELEVATION
<br />NCK0INS, fL 114tS
<br />Po. sox txzs ALUM. SINGLE HUNG WINDOW STO. MTG. RA!
<br />NOKOW,fi1Wl74 V,r1* Beiter 8M4000 NT$ 1 w T n 2T3b
<br />CONCRETE
<br />_-13X'MIN. � } J�
<br />CMU MIN.
<br />1
<br />UP MAX SHIM 114" MAX. SHIM -- --I_
<br />r
<br />{11
<br />M ,11M N.
<br />�, r • WOOD ANCHOR
<br />cONCRETESEE OTE 11 > CONCRETE ANCk10R� ® SEE NOTE 1 tjlj
<br />SEE NOTEI
<br />.. - 4 .•�,
<br />L® MIN. Mal CONCRETE IX WOOD BUCK (SEE N0T5 2) MIN. Skal CONCRETE 4j 2X WOOD BUCK (SEE NOTE 2)
<br />OR MIN, 1,6ks1 CMU OR MIN. 1." CMU
<br />IXXTERiOR) (EXTERIOR) (EXTERIOR)
<br />DETAIL 1 DETAIL 2 DETAIL 3
<br />-aQICAL JAMS ANCHORAGE
<br />NOA DRAWING MAP
<br />SHEET
<br />GENERAL NOYES.............
<br />I
<br />ELEVATIONS .......................
<br />1
<br />GLAZING DETAILS..__.._..
<br />2
<br />DESIGN PRESSURES.......
<br />3
<br />VERT. SECTIONS--..........
<br />4
<br />HORIZ. BECTIONiS............
<br />4
<br />PARTS LIST...... ... ..............
<br />5
<br />EXTRUSIONS,..- ...............
<br />B
<br />ANCHORAGE ...................
<br />6-7
<br />L. P.E.
<br />PE #W III
<br />04uaasal
<br />NOTES:
<br />1. MIAMI.OADE COUNTY APPROVED ANCHOR TYPES: i. ELDO 114" TAPCON 2. ELCO 1N' S84 CRM-FLEX MASONRY SCREWS 3. #12 SCREW
<br />®FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY ABOVE APPROVED 1/4' TAPCONS OR S64 CRETS-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE
<br />EDGE IS 1.780'. FOR WOOD APPLICATIONS USE #12 STEEL, G5 SCREWS OR 1/4' ELCO 3$4 CRETE-FLU ANCHORS.
<br />2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THiS PAGE AS Ix ARE BUCKS V010SE TOTAL THICKNESS iS LESS Tww 1 07, WOOD BLACKS DEPICTED AS 2x ARE f i'T THICK OR
<br />GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
<br />3, WOOD BUCKS LESS THAN 1 1/2' THiCK ARE OPTIONAL (PRODUCT MAY Be INSTALLED DIRE ITLY TO CONCRETE), "OKI'g WI6^wo
<br />�ysaslllBitt1t116 so Raft
<br />4. FOR ATTACHMENT TO ALUM NUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF SOB3-T8 AND A MINIMUM OF 1/16' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF _ ZSsis
<br />A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE AM2 SHEET METAL SCREW !MM
<br />WITH FULL ENGAGEMENT INTO THE ALUMINUM- IF TH@SE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET T FOR ANCHOR TYPES 1 AND 2
<br />IN CONCRETE MAY BE USED.
<br />S. ANCHORS ARE NOT REQUIRED IN THE HEAD OR BILL (REF. TEST REPORTS, FTL-4253 AND FTL•43781
<br />6. 53 1/a' WIDE x 16' HIGH UNITS TESTED TO FULL QESIGN PRESSURE AT THE FOLLOWING SPACING:
<br />,AAMBS: 9' MAX. FROM CORNERS, 6 11T BELOW MEETING RAiL AND i I"MOVE THE LOWiER MEETING RAIL ANCHOR. 3' MiN. ANCHOR SPACING.
<br />7. FOR INSTALLATION IN MIAMI-DADS COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCFM7R OUANTEES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE
<br />EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL, BETWEEN THE CORNER AND MEETING RAIL ANCHORS,
<br />6, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004,
<br />SECTION 2003.6.4 (SUPPLEMENT 2006).
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