|
_1_.-
<br />. It
<br />,3 � G'�`1
<br />�,� C:cO
<br />_r.,.
<br />. I -I . . ___________�
<br />_ --, . I .
<br />I -.
<br />GtENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW .
<br />E FLORIDA
<br />-
<br />4) THIS PRODUCT HAS BEEN DESIGNED & TESTED To COMPLY WITH THE REQUIREMENTS OF THE .-n- 53 11B"" TIP-10-TIP WIDTH - 5?-1/8• BUCK WIDTH '-'
<br />BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE ('iVli2), I - 52-118" BUCK WIDTH - � -
<br />4e-ve"
<br />2) SHUTTERS ARE REQUIRED WHEN USED IN WINO -BORNE DEBRIS REGIONS: NO ANCHORS 49.1/a" - VISIBLE LIGHT
<br />. MASONRY - H7
<br />MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAO-DADE COUNTY
<br />CREM I REQUIRED IN � VISIBLE LIG --.-III 9" MAX, ._.-.I
<br />3J FOR ^-9 - I .�..... 3"MAX. f,.-
<br />gAICHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM N � .FRAME HEAD - _�.
<br />4 6.
<br />ANCHORMASON
<br />UNITS AND CONCRETE- WITH MIN, KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET $ A _ -_ C
<br />I
<br />LESSTHAN. .
<br />A14CHORS MAY BE USED INTO. WOOD AS PER TABLED SHEET A4. ALL WOOD L IF UNIS INSTALLED }r 35-112" - 36-111" � .
<br />4 MASONRYARE OPTIONAL I I __ _.
<br />BUC
<br />KS - _ WOOD -
<br />ION X - r" LLAT S E
<br />DF_R E n 1x INSTA VI F CONSIDERED TSB e CO I KS M V I E BUG 0 L RF TO O ? R " iICK A X B"rvIAX F I N T ER. 1X - -
<br />1 R GRBAT ' 'HICK 0 1
<br />DEPICTED S 2X AR E 1.1/2 -
<br />DEPIC A , LIGHT 1
<br />DUtECTLY 70 SUBSTRATE. WOOD BUCKS CENTER OF 21' I I � y LIGHT
<br />(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN : / MAX. D.C.78 / .
<br />AND INSTALLATION IB THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING _ TIP -TO 6" MAX. O,C, I .
<br />DRESSING OR STUCCO. USE ANCHORS .TIP - .._ I
<br />D ALL DRE EIGHT
<br />ON WA
<br />LL H h I I: B - LS L E -
<br />ER A A S -
<br />9E A 7 I _
<br />B M LL A A BEO ENT TO DON M M o E IS SE A CIi R N LA 8 S A NT � 7" JOINT E 7 N O :_I___
<br />) RR w � :- -- OP' SUFFICIENT LENGTH A$ SPECIFIED ON TABLE 5 & 8, SHEET 4 & 5: NA - A BUCK
<br />POUR CORNERS OF THE FRAME, INSTALLATION ANCHORS ALL BE DOP1E BHOULD BE Y OTDHER9 AND S, OVERALL EBEYOND LYHE SCOPE -jII HEIGHT _� i 7
<br />STRATECrI' FOR WATER RESISTCK
<br />ANCE OF INSTALLATION S - I- /� SIGH
<br />SE INSTRUCTIONS, S' MAX. rROM I / HEIGHT
<br />OF THE 1 .
<br />e NO PLUSH TO THE CENTER OF �. -
<br />6).SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTle UCK9 BY OTTIERS, MUST BE MEETING /- 24„ _
<br />SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD B RAIL / - - I --
<br />SVFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM Bl'THE WINDOW, MAX, O.q, 1
<br />�_j
<br />7) DESIGN PRESSURES; I I - -'-
<br />A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM,- -D
<br />E1300. S PRESSURE, FRAME - 9"--I^-B No, REQUIRED 3" MAX: _
<br />LTE T
<br />- W MAx, O.C.
<br />UCTURA
<br />RE STRUCTURAL E SILL
<br />E6 PRESSV ,6 FLANGE FRAM
<br />TER TEST MAX, IN F A.
<br />S BASED ON WA
<br />0 LOADS A..
<br />DESIGN L A
<br />9, POSITIVEN
<br />ANALYSIS AND CLASS PER ASTM E1300.
<br />E ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
<br />pOTO TYP. FLANGE FRAME_ ELEVATION -' TYP. INTEGRAL FIN FRAME ELEVATION N
<br />8) TH -
<br />THE REQUIRED DESIGN LOADPRESSURE. THE 33 FACTOR
<br />STRESS INCREASE HAS NOT BEEN USED
<br />INTO WOOD. I STED UNIT (T-ESTER L1NIT)
<br />THIS PRODUCT. THE 1,8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION O A (TE 1
<br />ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS .
<br />OFTHEFLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
<br />9) REFERENCES; TEST REPORT$ FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; AN611AFaPA NOS-2005 -
<br />FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. I - GUIDE 70 SHEE'T$t
<br />10 1'HE 200 SERIES-SI OLE HUN
<br />GwIbONWAS FORMER_ KNOWNw-NAS THE 4000 SERIES (.AJGE FRAME)
<br />)
<br />GENERALRAlr
<br />NOTES_
<br />Es ... ......... .1
<br />.I
<br />NFRAME),
<br />ELE A
<br />IJi SERIES F 40
<br />DESIGN PRESSURE RATING __ IMPAC"r.RATING _ DESIGN PRESSURES .... 2 & 3 -
<br />ES - NOT RATED FOR - INSTAL CATION. FLANGE........... 4
<br />-. VARI INSTALLATION, lld7 EGRAL FIN... 5
<br />. E .
<br />S 3TA c TE NG. TI I . h PA 6 - -� � 3 A TES.. ....:. ET6 & QUANTITIES EE SI IE 2 ANCHOR OR OU N. 3 A CH
<br />IN CRIBING T GLAZING:..
<br />�� 9ED BV S GLA2INU.
<br />B U Y E .
<br />BELOW O R SIMILAR,MA
<br />WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN
<br />ISHApC IN A BLOCK AIJO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 7, d 3- CORNER ASSEMBLYOFILP................... 7
<br />- EXTRUSION PROFILES ......5
<br />PARTS LIST .................... ...... ... ...9
<br />1-,t- WIDTH _._{ j _-Z�7� -,I�
<br />v SED .
<br />rl�� �-� F_i0_..... Ip.t.im.
<br />(-•+-- WIDTH --I___:. _ _ IRODUOTRP 1
<br />-._ -_ _.___-.
<br />_ - __ nv .nmplYlr,g trill, rho Fh7+1R4
<br />Bulldrpg O.de 013,
<br />. , Il%Itllll)! Acceprnncennlell f(�
<br />1 - 1"".nI
<br />e on. 1 4 al e Re 1 1
<br />%/ - ``c Y',( LYI'Jlf till/(, �,YT- - Revised B!':�HEIGHT
<br />' -1
<br />/ / or F - JJ 10/10/11 2010 FBC NOTE m
<br />.\`,,,•',,MSF �''•'� '� Jv11CanlHEIGHT ------- -• R?.,' is " RovlradCry:Uab:Rsv)elen_
<br />_ //./ ir: 4o.56105 _ .-
<br />/% Grown By:
<br />L '//'/ ,-P '. SIA-T O'F ..* .,�- -� / �/. : :'.,Cl' ; c^ ]i ru; GENENOTES &ELEVATION J ROSOWSKi
<br />f 070 TECHNOLOGY DRIVE RNe:
<br />rnovlEw/oml:L rincerorrnovlEtvloR,EL RADIUSIOFEQUALLitE ,�T''.•, PLOR,g1`,'�0 1 N. VENICE, FI, 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
<br />EQUAL UTE ..• • • "'
<br />FSSroNA�' `^ P.D. B01( 1529 - Omwln2 N., Rsvl
<br />�I, (r NOKOMIS; FL 34274 - S.ri-/M.d.l: Scone;
<br />...I,I1 SH-200 NITS e � MD-SH2O0-01 A
<br />A. LYNN MILLER, P.E. CERT. OF AUTH. #29208
<br />. P.E.ff 50705
<br />TABLE 1:
<br />-
<br />- -- .
<br />Design Pressure (lbalfe) for Glass Type A, Fin & Flange Frame
<br />rmexlmum
<br />Window
<br />Sash Height'
<br />Maximum Window Width' - -
<br />Heighthl
<br />9
<br />(see Figure A, This sheeq
<br />4"
<br />1
<br />45"
<br />49"
<br />r 3-
<br />� 3 1/8"
<br />19-1/8"
<br />26-1/2"
<br />33"
<br />37
<br />23"
<br />11.9/'16" (Equal Lite)
<br />+55.0
<br />-90.0
<br />+65.0
<br />-90.0
<br />+55.0
<br />-90.0
<br />+65.0
<br />-90.0
<br />+55,0 1
<br />-90,0
<br />+65.0 -0010
<br />+55.0
<br />-90,0
<br />+55.0
<br />-90.0
<br />448
<br />+39,9
<br />-39.9
<br />under 18-D/18"
<br />456.0
<br />-9D,0
<br />+55,0
<br />•00.0
<br />+65.0
<br />-75,2
<br />+55,0
<br />-65,5
<br />+65,0
<br />-67.3
<br />+G0.2 -50.2
<br />+44,8
<br />37'
<br />IB-9/1G" (Squat Lite)
<br />+55.0"90,0
<br />+55.0
<br />•90.0
<br />+55,0
<br />84.2
<br />0-74,5
<br />,
<br />-68.5
<br />+65.0 -81.0
<br />+55.0
<br />•67,7
<br />+65,0
<br />'
<br />-66,0
<br />over16-9/16"
<br />.
<br />+550,
<br />goo
<br />51
<br />90,
<br />7:2+
<br />5
<br />-65.5
<br />.'
<br />6067
<br />+$
<br />-4
<br />+399
<br />-30.0
<br />tinder 15-7/"
<br />+60
<br />-90,0+550
<br />87155.0
<br />-73,45.D-63,8
<br />+I
<br />+55.0-5.8
<br />6
<br />.502
<br />+600 -60,0
<br />+44,8
<br />-44.8
<br />+40.0
<br />+41.3 1
<br />-40.0
<br />-u.
<br />-41.3
<br />15-7/8', thru 19-3/16"'
<br />+65 0 ,
<br />-90,0
<br />+55,0 I
<br />-00 0
<br />+65 0
<br />1
<br />-78,7
<br />+56.0
<br />-68.0
<br />+66 0 ,
<br />-58.5
<br />+51.1 1 •51.1
<br />+45,9
<br />-_1-
<br />-45.9
<br />1.5
<br />3,
<br />8 3/8
<br />19• I/4" (Equal Lite)
<br />455.0 i�-90
<br />0
<br />- --�1
<br />+55.0 ,
<br />-90,0
<br />+55 0 ,
<br />-82,7
<br />+65.0
<br />-72.8
<br />+66,0 +
<br />•83.5
<br />+ -67.8
<br />66.0
<br />+ 64.2 ,
<br />64 2
<br />6 1:5
<br />u _
<br />ovdrl9-1/Ti
<br />+55.01
<br />-00.0
<br />+55,0
<br />-87,1
<br />+65,0
<br />-73,4
<br />+55.0'
<br />-63,8
<br />+55,0'
<br />-56.8
<br />+50.0' -60.0
<br />+44�$
<br />445
<br />+40.0
<br />-00.0
<br />under 19.9/i8"
<br />+65.0
<br />-81.5
<br />+55.0
<br />•72.3
<br />+65.0
<br />-51.3
<br />+55,0 I
<br />-55.3
<br />+60,5
<br />-60,6
<br />+45:8 -06.6
<br />+42.0
<br />"'s
<br />19.9/10" lhru 22.6r6
<br />+65.0
<br />-80,0
<br />+55,Q
<br />-87.9
<br />+55.0
<br />-74.0
<br />+55A I
<br />84.3
<br />+55.0
<br />•G0.9
<br />+50.1 I •50.1
<br />+44,81
<br />44.6
<br />+4D.0�
<br />-00.0
<br />46"
<br />22.9/16" (Equal Ute)
<br />+55.0
<br />-90.0
<br />+5G.0 I
<br />-90:0
<br />+55,0
<br />-78.8
<br />465.0
<br />-88.1
<br />+66.0
<br />-68:5
<br />+61.1,-ri1,i.
<br />+At3,0,
<br />-46,0
<br />+41.4
<br />-41,4
<br />gver22.3/16"
<br />+55.0
<br />•Bi,6
<br />+5 0
<br />•72,3
<br />+55.0
<br />-81.3
<br />+55,0
<br />-55.3
<br />t50,8
<br />-50,5
<br />+45.8 -05.8
<br />+42,0
<br />-42,0
<br />+38.7'
<br />•38.7
<br />under 20.1/8e
<br />+56:0
<br />-71:@
<br />+55,0
<br />.
<br />-82,8
<br />+65,0
<br />-86.A
<br />+50.3
<br />-50:3
<br />+45.9'
<br />46.9
<br />+41.7' -41.7
<br />+38,9
<br />-36.9
<br />+36,2
<br />-36.2
<br />20-1/G" Ih u 2q•1/2"'
<br />+55.0
<br />-90:0
<br />+55.0
<br />-R.5
<br />+55.0
<br />-89,5
<br />t55.0 I
<br />-61.@
<br />+56,0
<br />•55.4
<br />+4.9.3 -09.3
<br />+44.6�
<br />4A.8
<br />+AD.D
<br />+q0,1
<br />40.0
<br />40,1
<br />49"
<br />24.9/16" (Equal Lite)
<br />+55.0
<br />-
<br />-90.0
<br />+�
<br />-90,0
<br />+65.0
<br />-76.4.
<br />+55.0
<br />56.5
<br />+55,0
<br />-57.8
<br />+5D 4 -50.4
<br />+46A
<br />-46.0
<br />o'sr2a-9/15"
<br />+55.0
<br />-71.0
<br />+55.0
<br />82.8
<br />+55,0
<br />-55.4
<br />+5D.31
<br />.5D.3
<br />+45,9
<br />46,9
<br />+41.7 -01.7
<br />+38.9
<br />•38.8
<br />+30.2
<br />-36.2
<br />undern-13/16"
<br />+G5.0'
<br />•67.8
<br />+65.0
<br />-59.9
<br />+53.3
<br />-63.3
<br />+48,5
<br />-48.5
<br />+44.1
<br />A4.1
<br />+40.2 .40.2
<br />+37,8
<br />-37.6
<br />+34,8
<br />-34,8
<br />20.11116" thn124.1III 3"'
<br />��
<br />+55.0
<br />I -69.6
<br />h55.Q
<br />-60.3
<br />+65,0
<br />-07.7
<br />+5 .
<br />-00.6
<br />{
<br />+54,2
<br />-64.2
<br />+49:0 I �9.0
<br />+49.2
<br />-04.2
<br />}40.0
<br />+3B.9
<br />-00.0
<br />-38.9
<br />�_
<br />60.5l6"
<br />-- --
<br />24-3/4" (Equal Lite)
<br />+55.0
<br />1 -11.1
<br />+55,0
<br />, -90.0
<br />+56;0
<br />-76,4
<br />+55.0
<br />-65.7
<br />+55.0
<br />-57.4
<br />+50.31 -50.3
<br />+44.9
<br />-q4.9
<br />34,8
<br />24- 14"
<br />our 3
<br />+ 55. 0
<br />�8 .8
<br />7
<br />+ 6,0
<br />6.
<br />-6 .9
<br />8
<br />+ 53,3
<br />- 3.
<br />5 3
<br />+A8 5
<br />-0 8.5
<br />I• 4a.1
<br />4.
<br />-4 1
<br />+ -40.2
<br />A0,2 ,
<br />+ 37.8
<br />•37 6
<br />t34.8
<br />+
<br />_
<br />2 7.6
<br />under 24.15/10"
<br />+"
<br /><56.0
<br />+43,8
<br />-43.8
<br />+ 4i.9
<br />1.9
<br />-0 -
<br />3 9.1
<br />J
<br />, _ 3
<br />+
<br />38 0
<br />+32.8 -32.6
<br />+ 30. 0
<br />-30.0
<br />27,6
<br />-
<br />24-15/16' thru 30-518'
<br />+ 56.0
<br />-
<br />I -76.0
<br />+ 65.0
<br />- -
<br />- 88.0
<br />55,0
<br />i-
<br />5 .9
<br />I 51.9
<br />+ 47.4
<br />I -07.4
<br />+ -03.2
<br />43.2
<br />h 39.9
<br />-�
<br />I •30 9
<br />+ 3
<br />37.
<br />-37"3
<br />Bill
<br />30-911@' (Equal Lite)
<br />+55.0
<br />-87,9
<br />+55,0
<br />.76.8
<br />+55,0
<br />-66.6
<br />+55,0
<br />I -59.7
<br />+53,51
<br />-53,6
<br />+q8.7 48.7
<br />+q3.9
<br />( A3,9
<br />i737.8
<br />+39.0
<br />( -39.9
<br />over 30-9/wr
<br />+58.0
<br />1 -87,6
<br />+66.0
<br />-69.8
<br />+53.3
<br />-53.3
<br />t48.8
<br />46.5
<br />+44.1
<br />44,1
<br />+40.2 40,2
<br />+37.8
<br />+34.8
<br />•34.8
<br />under 25-3/4"
<br />+54.7
<br />-54.7
<br />+41.2
<br />-41.2
<br />+40.3
<br />-40.3
<br />+37.8
<br />-37.8
<br />+34.6
<br />-34.6
<br />731.3 , -31.3
<br />+28�9
<br />•?8.9
<br />+26.5
<br />l 28.5
<br />26-0/4" thru 3I-w- ' 1
<br />+ 55,0
<br />-72.0
<br />+55.0
<br />-63.2
<br />+65.0
<br />•66:7
<br />+50.5
<br />-50.6
<br />1'48.1
<br />-46.1
<br />'i41.9' -41.9
<br />+39:0'
<br />•39,0
<br />+30:3'
<br />•28.3
<br />83"
<br />31 9/16" (Equal Lite)
<br />+55.D
<br />-83.9
<br />+55.1)
<br />-71.7
<br />t55.0
<br />-64.8
<br />+55,0
<br />I -58 22
<br />+52A
<br />I •62.4
<br />+A7.8I 47.9
<br />+43.3
<br />��
<br />-03.3
<br />+39:7
<br />•39.7
<br />gvar 31-9/18"
<br />+55.0
<br />l -67.6
<br />+68.Q
<br />69.8
<br />+53.3
<br />•63.3
<br />-
<br />+48.51
<br />-48.5
<br />+44,1
<br />l •44.1
<br />+40.21 -40.2
<br />1.37.6
<br />1 -37.8
<br />+ 34.81
<br />-34.8
<br />-25.8
<br />under 28-3/A".
<br />+53.3
<br />-53.3
<br />t3 7
<br />.39.7
<br />+39.1
<br />-39.1
<br />+35.7
<br />-36.7
<br />+33.4
<br />-33.411
<br />+30.3 , -30.3
<br />+28.0
<br />-20.0
<br />+25,8
<br />,
<br />28-3/4" thru 36-6/8"'
<br />+55.0'
<br />-81,0
<br />T-
<br />-62.0
<br />+48.2
<br />482
<br />+4q,01
<br />-44.0
<br />+401
<br />--00.1
<br />+37.0' -37.0
<br />i37.1_34.1
<br />.t31.4r
<br />+37.0
<br />-31.4
<br />' -37.0
<br />73"
<br />36-9/16" (Equal Lite)
<br />+55.0I
<br />-88,3
<br />+55,0I
<br />-58.3
<br />+62.1
<br />-62.1
<br />+51.5'
<br />- 51 5
<br />I
<br />+ 47.0
<br />-47 D
<br />+ -42.7
<br />42.7
<br />+ 39.6
<br />I 39.8
<br />i
<br />38-9116"
<br />+55.0
<br />.67.8
<br />+55.q
<br />-68.3
<br />+62.1
<br />-52.1
<br />+48.5
<br />-46.5
<br />+44.1
<br />144.1
<br />+40 2 .-40.2
<br />+37.6
<br />-37.6
<br />4-34,8
<br />-34.8
<br />over
<br />Under 3 -3/4"
<br />un _r-1
<br />+53.3
<br />-53,3
<br />+39.7
<br />-39.7
<br />+39.1
<br />, -39.1
<br />+38.7
<br />•38.7
<br />+33.4
<br />, •33,4.
<br />+30.3 , -30,3
<br />---
<br />+34.g I
<br />+28.0
<br />+3'1.7
<br />-28,0
<br />: -31.7
<br />t25.8
<br />+29.5)
<br />-25.6
<br />`
<br />-29.5
<br />78"
<br />31-3l4" thru w" -
<br />'r-5 0
<br />-58,3
<br />+48.0
<br />-08,0
<br />+46.2
<br />t -45.2
<br />+41,2
<br />, -41.2
<br />-
<br />r-37:9
<br />-37.9
<br />-34.8
<br />3
<br />+ 37,7
<br />-
<br />-37 7
<br />---,--
<br />+34.9
<br />34.9
<br />39.1/16" (Equal Lite)
<br />+55.0'
<br />-62.$
<br />+50.8
<br />-50,8
<br />+d8.3
<br />-48,3
<br />r45.2'
<br />-45.2
<br />+44.2'
<br />-04.. 2
<br />40. t
<br />I
<br />'-nip-to-tip dimensions for Range windows shown., For fin windows or buck dimensions, subtract 1".
<br />x-9116".
<br />subtract 3
<br />Overall sash height, For clear daylight height, su tr
<br />' ,Size range Includes the standard Pro -View (3-ov3r-2 Configuration) for the given Window Height. -
<br />For oterall sash width, subtract 2.15/15" from the buck dimension.
<br />TABLE 2:
<br />Monolithic Glass Types
<br />A
<br />118" Annealed
<br />B
<br />118" Tempered
<br />C
<br />3116" Annealed
<br />D
<br />3/16" Tempered
<br />E
<br />1/4" Annealed
<br />F
<br />F 1/4" Tempered
<br />PRODUCT REVISED
<br />n "'Jitidy.06"Ilh the l'lorida
<br />nuilding Cede /
<br />AewPtRII No /• )C Olio
<br />F.ttirellan De1e.�
<br />n
<br />Y
<br />Mim11 -- aria product CbnV
<br />l.�
<br />c
<br />Y -
<br />t-- z
<br />TAS LE 3'
<br />T
<br />Insulated GlassTypes
<br />G
<br />1/8" Annealed, 114 Airspace 1/8" Annealed
<br />H
<br />3116 Annealed, - lff' Alrspace, 1/8" Annealed
<br />I
<br />i/8" Tempered, 114" Airspace, 1/8" Tempered
<br />J
<br />3/16" Tempered, 3/16" Airspace, 1/8" Tempered
<br />O
<br />�
<br />11
<br />O
<br />€a
<br />�
<br />0
<br />1:C
<br />8
<br />p
<br />,ULI 1 g
<br />(D
<br />Q
<br />Z
<br />F
<br />N
<br />-)
<br />(-
<br />4
<br />FIGURE A: SASH
<br />U
<br />0
<br />,.
<br />'e£+
<br />?}
<br />-.-�
<br />CROSS SECTION
<br />(WITH MONOLITHIC
<br />a
<br />£
<br />W
<br />W
<br />Q
<br />Z
<br />GLASS)
<br />w
<br />s
<br />§ Az
<br />)-
<br />(
<br />fn
<br />(DI
<br />Z
<br />I
<br />-
<br />b O
<br />T
<br />b '
<br />IY
<br />W
<br />�
<br />7_
<br />o
<br />O
<br />4
<br />Z
<br />W(n
<br />m
<br />z(CnV
<br />'
<br />SASH
<br />VISIBLE LIGHT HEIGHT
<br />"
<br />EW
<br />a
<br />A.
<br />ZnHE
<br />CHT
<br />�z
<br />w
<br />SASH HEIGHT - 3.9/16"
<br />I I
<br />_0
<br />r
<br />p W .[N
<br />>- n ,rot, ,d,,
<br />N
<br />=as
<br />ROgE
<br />�
<br />-
<br />1,
<br />(
<br />ll
<br />Y ti
<br />i oo
<br />dx
<br /><
<br />S
<br />of z
<br />5
<br />\\` \\111111 it,, /'
<br />11
<br />Q .•' , ti .
<br />,
<br />a
<br />NOTES
<br />'I)USE THIS TABLE FOR ALL;^111JgOW5 TTIAT ARE GLAZED tNITH 1/9" =
<br />.•
<br />,. A:' ;.
<br />v' I o a 0 -
<br />''U
<br />o,Z-�,
<br />ANNEALED GLASS (TYPE A). -
<br />-
<br />* O�
<br />:Z "r ,-4'Q-2u
<br />-
<br />J AVAILABLE UTH IJI
<br />T HE r EXT
<br />,)FOR SIZES NOT SHOWN, ROUND UP U T�
<br />SHOWN ON THE TABLE.
<br />��
<br />y1 -w
<br />o -z _
<br />U Cq
<br />Y1.. Z ,`. , ,: , ❑
<br />OR HEIGHT DIMENSION
<br />.
<br />'P�\\\
<br />, ,,,CyQ. * '
<br />-
<br />'1",u1111t'`\\
<br />TABLE 2:
<br />Monolithic Glass Types
<br />PRODUCT REVISED
<br />r+'llh the Floddn
<br />--- A-
<br />--
<br />8" Annealed I/
<br />a, cnrnptyiteg
<br />Buudlng CoN
<br />NQ
<br />8
<br />118' Tempered
<br />Acccpinncc
<br />UNPln,np"M _-I(,
<br />0
<br />3116" Annealed
<br />r)y1�j`i r(-
<br />D
<br />3/IG" Tempered
<br />M.,,,, aria 'coductcpntrsl
<br />L
<br />E
<br />1/4" Annealed
<br />F
<br />1 44" Tempered
<br />/
<br />V
<br />U)
<br />r
<br />K
<br />TABLE3: _
<br />-
<br />o
<br />r
<br />4
<br />Insulated Glass Types
<br />b
<br />s G
<br />V8 Annealed 1/4 AIMS _ e, iW Annealed
<br />O
<br />Z
<br />Z
<br />I {
<br />_
<br />311G"Annealed 3/16 Airspace 1/8" Annealed
<br />-
<br />A 1 3
<br />d
<br />O j.
<br />L�
<br />( P
<br />I
<br />118" Tempered, 1lA" Airspace 1/6' Tempered
<br />q
<br />�
<br />J
<br />3/16",Tempetad, 3118" Alrspace, 1/8' 7ernp eyed
<br />LU
<br />Q
<br />G
<br />Z
<br />Ui
<br />_
<br /><<
<br />Z
<br />(nT
<br />FIGURE A: SASH01
<br />10
<br />M
<br />Q
<br />CROSS SECTION
<br />Z
<br />u
<br />W
<br />a - _
<br />(n
<br />(WITH 1. 0. CLASS)
<br />rc
<br />�
<br />Z i1
<br />i'-
<br />Y
<br />(%)
<br />�: A
<br />Z
<br />t(-(_i
<br />II' L'I1tf
<br />J]
<br />a
<br />.2
<br />w
<br />W
<br />c9
<br />Z
<br />'I1
<br />Ilj jI
<br />I
<br />b O
<br />u
<br />b
<br />,-
<br />CL
<br />Z
<br />=
<br />a(I
<br />O
<br />11
<br />.1
<br />LL1
<br />(D {
<br />u)
<br />1 111
<br />II
<br />SASH
<br />HEIGHT
<br />�
<br />,
<br />k
<br />Z
<br />o fn
<br />R W
<br />$ o
<br />" Z 9
<br />2 A
<br />VISIBLE LIGI-IT
<br />I
<br />"
<br />u)
<br />HEIGHT
<br />-
<br />-
<br />SASH HEIGHT • 3-9/18'
<br />II.
<br />11 I'
<br />'z m d,
<br />,o .
<br />rn
<br />LIll
<br />I
<br />��.N
<br />N
<br />_
<br />I
<br />II II
<br />111
<br />� lc\s
<br />r)
<br />7 . 2 ��
<br />U- 2
<br />ao
<br />1
<br />O
<br />-1C
<br />('"
<br />D
<br />,i
<br />2
<br />\\111, IIII,/"/
<br />.43-.. ', v,"-
<br />NOTES
<br />ALL WINDOWS THAT ARE GLAZED WITH GLASS
<br />_�
<br />_ a,
<br />- h'' Q'
<br />t j rV ix,
<br />1) USETHIS TABLE FOR
<br />TYPES B -J. NOT APPLICABLE WITH 1/8' ANIEALED GIA55 (TYPE A).
<br />__
<br />-
<br />TW
<br />_
<br />' Ut 'n O Y LLO. O S I
<br />-
<br />2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORt
<br />7,-' V d - w _-
<br />', p Z ' C� C � e
<br />�'
<br />HEIGHT DIMENSION SHOWN ON THE ABLE.
<br />. Q •. 4pi �
<br />h,�". • .• O .
<br />...
<br />7j J71r I I It, 1\\
<br />i,r " 1
<br />.1 ; ie .
<br />M HMI"
<br />NUAMI-DADA: COUNTY
<br />-.1 t o PRODUCT CONTROL SECTION m
<br />- . -- I V R1
<br />I-•. DISTANCE
<br />DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 °0 7 In
<br />INS - - EDGE DISTANCE - _ .
<br />I ALLATION DETAILS FOR FIN FRAMES EDGE - - I DISTANCE - _ EDGE AI ,AIRS (1'ERA) r7 'U f(1
<br />TYP. ANCHOR TYPE, EMBEDMENT' AND I - 114" MAX SHIM -►- Mimi, f' lorih 33175-2474 -
<br />EDGE DISTANCE PER SUBSTRATE, SEE
<br />DISTANCE ^I -.,-I I-"__ I/4"MAX SHIM TYP. ANCHOR TYPE, ~� DISTANCE BOARD AND CODE ADII'IINISTRA,rIONDIVISION 'r 78G 315-2590 7 7 e� ,In m
<br />EMBEDMENT EDGE T /'+7'� 7� �`1� �'t�, �T (. ) I (86) 315-.2599
<br />- TABLE 6, THIS SHEET DISTANCE PER SUB PRATE, -_ No EOODHSS E NOTICE, OF Ol.' ACir J.1PTANl.�L' (NOA). O 0 1~ Q O 2X WOOD, O _ ) _ 1"I'S1' mindnld`1de govlua'a_ . � _ -V. p
<br />2X WOOD, SEE NOTE 2, THIS SHEET . SEE NOl' - SEE TABLE 6, THIS SHEET, SHEET .
<br />$T.LLATION -EMBEDMENT
<br />I N 1 _--- IN
<br />-- EMBEDMENT - S ���
<br />I GT . EM Iv1ErT - THIS SHEET In(I119t77QS
<br />- I- _ I _ I
<br />HORIZONTAL SECTION C-C - _ _Z... 0 pU 5f-_ _)I N I _.
<br />1 -
<br />OI - EDOE --_-_. - /CUR\;YO HEADER - EDGE _ SEE NOTE 2, � 6 � - - � 1.1/7O Ti'C1r.nO[UgY JVl'rVe - . I ��, U LL NINSIALLATION DISTANCE -�_''. DISTANCE _ �-"- ` ._2 .4l 27 ` . �- - _ ..r _jam._ - .PHIS SIIEF_T ( (� \ - . `_ - .ANCHGR SCREW) ' t r -' si < 1'yTv)rtlr Venice FL 34275 ,r-+. Lpp �\ EMBEDMENT -ClGE �' rTHROl1GH THE FIN EDGE - - � -- ED � �� - _N r� I_1
<br />_ I
<br />DISTANCE � �� } DISTANCE - �-___.__. -_ �-I � SCOPE: _ _ � � U.
<br />UN ..
<br />.. _ _- EMBED E - - I,
<br />M NT
<br />to
<br />_ _ 1 ,.q Ul :r
<br />f.hrs NOA Is tieing Issued under the applicable ru:lles and -e utadons governing the C
<br />.. E
<br />1!4"MAX SHIM �.� _ - _ b g g h use of construction ' h-'i..0 •m li
<br />i a,
<br />-� 1w^ MAx sHlrn r' -
<br />- - - 1 11 a 1 ate L Is. Tl e Cn t do ment ' {-,�
<br />-� Yp.ANaHDRTYPE, _ - se atloil. srrbrtlitted has beeir.reviewed f1: (6) T �---' � �--`' � � and' acrerlted:by Miam}-Dada Coup . PCRliL , r, -
<br />1D IEJTAND p J i_U1
<br />EMBE N 1YPE
<br />�1111,
<br />I 111E TY . A JCTIOR T .PL' d1 Ct. f - IJ r t O 1 �.OI1tC0[ �eC t
<br />_ I '\` l _ _ -- t. on to be used ' is t0
<br />'LASS^ \-EDGEDI$TANCE 1 q / EMBEDMENT -...� - - C24)- / INSTALLATION .b' to Miami Dade County arid. other areas where a1)vwed by the.Authority :Z W e _ i!
<br />PER SUBSTRATE.111 _ OPTION B I T < I�J1
<br />I SEE TABLE 8, THIS DISTANCE PER SUBSTRATE, - INSTALLATION - _ -- __-_.'\ - Havmg.11lr'tsdl Ctrorl (All!). - t ClL
<br />' 7 S S SET. - 84 INSA CATION ANCHOR - _
<br />SEE TABLE 6, HI H - L '�i
<br />�. 1\, SHEET' NSTALLATION - ) NAIL TIIROl1G TIJE FIM T1115 NOA Slla.11 l_ O1 --.INSTALLATION OPTI_ON s - 3z - ExrERoR (NAIL) H not be valid after the expiration daite stated below. The Mia1n)-Dade Court Product Control . ' VISIBLE "�0) OPTION E INSTALL50 EW ` 43 ff-I - O 7 ty U > -
<br />LIGHT - - ANCHOR( R )L I-.t VISSLEtIGNT WIDTH -- d y �78CtLOn Eln Mlatnl Dadf'. C•OUnty) alid/or the �1.HJ fin areas other tl7ali r� Q (D 0 _
<br />�_ 61 STRAIGHT HEADER �. Miami. Dade Count r
<br />HEIGHT �) /^ 30 THROUGII THE FIrJ j
<br />y) eserve the r'rgl]t .. -- z0) INSALLATION ANCHOR - BUCKWIDTH EGRESS FORMULAS have - _ this product or material tested :rod u�tflt, .y assurance purposes, if this product or material fails 4 �
<br />i / 20� (SCRFW) THROUGH THE FIN . .. _ _ p (1
<br />(EQUAL -CITE) 1 [ p � l5 to rrl
<br />erfortii in the accepted N I'
<br />- - - -, WIDTH: BUCK WIDTH-3 P lr d manner, the manufacturer' will incur the expense of such testing arid the AIiJ Ixla' �I,I I
<br />\. MULLION SECTION .evoke,modify suspend the
<br />d 1 useof su(41-- Y Yf I ch product of material within theirjurisd)ctioir_ PERA F' z n,1
<br />DADE APPROVED MULLION. MAYBE (�` _ � • (! I I
<br />..`\ tiOR RIZ L. AX. .\1 '0M reserves ire r' t t. E e6 Sv S) VERTICAL HO ONTA M t I h a r vak this acce tance if iit is e
<br />VISIBLE LQGHT FORMULAS ' p ,, d t I1nUle(1 % iVlianli-Da e ( w U1 r J ,exreRloR -= \. INSTALLATION - }' d UUtlt PlOduct CUntr01 • f 1/� L._ 1l4' SHIM. SEE SUBSTRATE Y ,E UAL -CITE _n Fecti r l
<br />C I
<br />P I BL _ 6 THIS SKEET.� c ). tl at
<br />ROPE TF.S T --._ L thi I dL Ct "
<br />. lO t 1
<br />,Hat r' lfa'stoI� OPTION RU r eta r) me t 1: e L,
<br />U 7e 1.� requirements
<br />2.761 USE EITHER - 1 T LLA ON WIDTH (SASH):BUCK WIDTH-4-1116" p _ quit'enrents of applicable building code. 10. FUtU `
<br />LATCN (# 2B) OR NSA TI (FIXED): LU N -
<br />BUC•K ANCHOR (SCREW) - WIDTHSUCK WIDTH -3" This product is approved as described herein, aird. Iran been designed oHari to comply 't 1 Florida, :r u_
<br />HEIGHt 32`` BOTTOM LOCK ( _ 114^MAX. SHIM '\ � . HEIGIiT:(BUCKHEICHT-6,1118 )12 77 p y with the I'1oI'Ida )3uilc1r11 - pi I
<br />J (#1 t1. 'TESTED TFIROUOTI THE FIN EXTERIOR r _ - - (_
<br />\ UNIT LOCATION: L -)`- Code, including the High Velocity Hurricane Zone.4m O ,,
<br />(36J- �I. 4-, WITH i'IN 17
<br />�) I 6-W" F, , - REMOVED --- - 7, y cc ff +++ I f/' I
<br />(( Plus p .
<br />5 t _._._� D. �SCRIP'I'IO ier' _- VENT END, L 1V 1eS SII-200 Alllrltlrtll1111 :�Rq a
<br />-- 64 1 le ?tun Wind .
<br />i I ! �..) SELF.DRILLING -- -- TABLE 8: b ©TV - N.I.
<br />ISHVISIBLE SMS (05) )
<br />GHV ",� �__
<br />L7 I
<br />I -1 -
<br />,I ,
<br />HE
<br />IGHT T
<br />C
<br />'tm�t -
<br />)} I 1 -
<br />_HT
<br />I)
<br />/, 8.
<br />S I
<br />EXTERIOR �. r
<br />-
<br />'C
<br />t
<br />43 -
<br />,
<br />iI ��
<br />I
<br />/ AWMINUM/STEEL FRAMING OR STEEL
<br />2.254" (3i }�--! , ' l4� STUD. SEE SUBSTRATE PROPERTIES,
<br />S
<br />ABLE TH S . HEFT,
<br />6
<br />i i-( 0 I NOTES' .
<br />-- --
<br />An ChQr
<br />----
<br />substrate
<br />$
<br />M E e
<br />n. d
<br />I 0
<br />Distance
<br />Mln,
<br />E bedmant
<br />m
<br />2 1/2 x ,113' Box Nall
<br />rLT, Soulhem Pine (SG - Z)-
<br />1/2"
<br />2-7118'r
<br />1
<br />z 1J2 x I 31' Col anon Nall
<br />ou em Pine SG .55
<br />T. S Ih P
<br />P, ( )
<br />BOB"
<br />2.7/16"
<br />-"
<br />Roofing �
<br />z -1/2 x -145 Roo I Nall
<br />B
<br />P.T.Pl Fire SO ,66
<br />.T1 em P
<br />) ( D
<br />9/1
<br />2-7116"'
<br />_-.
<br />f110 6l001 SMS Screw (G5)
<br />rr
<br />P.T 8oulhern Plno (SG = a„)
<br />314"
<br />1-3/8"
<br />Aluminum, 6063-T5 min.
<br />3!B"
<br />118"
<br />Steel Stud, Gr, 33 ruin.
<br />318" -
<br />0.0313
<br />-
<br />A3B steel_
<br />31-
<br />8
<br />1/B"
<br />"Single
<br />-
<br />APPROVAL DO
<br />CUMENT: Drawing No. MD';u1 -
<br />IZoo 0 1 title d Strr le u Hung Win
<br />dow dow Installation" 7
<br />g g
<br />sll sets 1 throe h R 1 of S datec OS/ /1 wi g 11 .1 th revis:�n A dated lo/10/11; prepared by manufactin'er, signed
<br />and sealed bAnthony lit el' ) Lynn MtIJ P.E., bearing, 1 . the I t e
<br />Miami -Dade a Dade County
<br />Dun Product Control ` �; Y � Coi t Revision a
<br />Y
<br />I of K v Sion starrip
<br />with t e T .' . v 1r Nc tics f Arne t I o once number and ex
<br />piration x tra.tion
<br />date b the Miami-
<br />p Dade Count du P Product Control 1 Y o
<br />County
<br />- •.
<br />PROnur':, REVISDD' 1111SSILE -IMPACT RATING: None
<br />. I '
<br />nq cmnplvirr8 wnih the Ploridn
<br />ISUBSTRATE. T L_ _ - ! I U O 3'{HREAOS eF_'/GNU HE ME A 1 M F T MM-''I � do Bmld h Co
<br />g
<br />{. I
<br />r I I L JBSTRnTE 1 A � ' USE I3I. L N �: 'a s MI G L char' t 1 u ; t s[ia.11 bear a Teri one e �7 ''(7 )n t.abl ' tI la
<br />bel. t 3. 2 W - • •,Inn e J ' of with ilre manufacturer's c A. cio natval ' 1 1 r 5 a _ 1___.. _ � �r u er s Aortic o-
<br />14" MAX T M 1 t 10 city, I o ct state
<br />� r� f V �.
<br />ED J ! N LIST b A ANCHORS a B� [ APPROPRIATE T / Revle d )one; Revinl.n: �
<br />---)-.-. -s �1� � Ll'I•rN ', O _1- y ExritsltpnlTrnd - J�0lG� 1nr le ___ _ _.. I ON TABLE6OFTHISSHEET, i _ - of 1/series wild following statement'. "Miami -.Dade '. l - ' - '1 ' Co arty Product Control Approved", , unless otherwise
<br />IT FOLLOW w``v..-14, ENS•Al/';." JJ 10/10/1 I NO CHANGE By ° g -
<br />TYP. ANCHOR TYPE; ---'- ---_L . �. , - V,G 6 - _ -
<br />EMBEDMENTANDEDGE _ EDGE DISTANCE LIMITS. ANY -`t * 'i' Revised By: Dore: Revblon: MI )ndn I, d,il C.e I" Noted herein, _
<br />-, � T DISTANCE INSTA4LATION OPTION SHOWN � _k .2- 8705 � - I - � .
<br />DISTANCE PER SUBSTRATE, IJn. 5
<br />MAY. BB USED ON AIJV SIDE OF THE I - .
<br />SEE TABLE 6, THIS SHEET. _ 1�ENFWAL of this NOA shall be considered aft•e,r a re e - . n wan application has been filed alci there has been
<br />t24E�
<br />EDGE WINDOV'J, - 7M 1I r ~® DeecrtPticn: Drnvn aj•:DISTANCE 1'4 ,: I r� r1Yni S I
<br />LLA ION D "TAILS J ROSOW K
<br />J INSTA T k T] ' ir n •' w; Flt FRAME nc cl ran e n tits a. l.icable ru'I i c 2 G BDaK c T f t L d n ode lie ative'1 affecti2 .X WOOD FRAMIN. O � b n the �erfo 7fl1INSTALLATION., ) RIt
<br />= '' SLATE OF : �,; PP g g Y g } rn ice of this product.OPTION 6 i-1/2" THICk OR GREATER, O^'•, F P \,�` 1070 TECHNOLOGY DRIVE Rtle: DP1?: r Ai -� LOR1D,. N: ENIC F 34275 TLh.I�'IINATIO.IT Of t1118 NOA wl[1 OCCL11' -I ' .INSTALLATION ANCHOR ,v: Ct �%' ,1 Y E. L SINGLE HUNG WINDOW INSTALLATION 05/11/11 0 tier t.h.e expiration date or if there, has beets a. revision or change - 'I!2X WOOD, SEE 140TE 2, THIS SHEET 3) VISIBLE LIGHT WIDTI I OR I IEIGI IT , t5'S " " sCP ^^ p,p, BOX 1529 -.. _ b II
<br />(NAIL) THROUGH THE FIN _ (ALSO REFERRED TO AS DAYLIGHT •;J�ONAr-I)t`� NOKOMIS; FC 3427$ Series/Model: Scone: Drnw/np No, Rev; In the materials, use and/or inauut...acture of the roduct r I - -
<br />OPENING) IS MEASURED FROM III I 1 1 -
<br />P o process, Misuse of this NOA as err endorselneilt
<br />VERTICAL SECTION D-D : . BEADINGTOBEADING. A,LYNN,ILLER,P.F_. CERT. OF AUTH, #20298 SH-200 NTS MD-SH2O0-01 A - -
<br />P.E.#68705 Of any product, for sales, advertising orally otherpurposesshall autort)atical(y tertriinate this NOR. Failure _ to comply comply with any section of this NOA shall be cause for termination and reltrova.l of NOR.
<br />A.DVERTISCMFNT: The NOA number ptec:ed.ed by the word.,, Miatni-Dade County, Florida, and
<br />followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
<br />. displayed, then it shall be done in its entirety. )
<br />. INSPECTION: A co py of this entire NOA slial.t be rovid.ed to the user
<br />copy P by t}re manufacturer or its .
<br />distributors anti shall be available e ' al le for ins ct o t t lr thejob . p a ob site at the request oFthe Building Official.
<br />1 tclal.
<br />y
<br />g
<br />This NOA revises NOA # 11-0614.01 and consisas of this page I and evidence page E-1, as well as
<br />. . . IA .
<br />INSTALLATION DETAILS FOR FLANGE.FRAMES CONCRETFrCMU CONCRETE/CMu -
<br />_- OPTIONAL ADDON (.13 - EMBEDMENT - -I PER ANCHOR PER ANCHOR TYP. ANCHOR
<br />REQUIREMENT REQUIREMENT TYPE
<br />INSTALLATION - FLANGE ® HERO, - � 3 EMBEDMENT AND
<br />SILL & JAMBS � '� ? - EDGE DISANCE
<br />OPTION 1 1 v4^Max a1 27 PER Bu6srRA7E,
<br />SHIM
<br />CURVED HEADER --
<br />c D _!� EDGE 12 (0 t�-\(:jK-\ ,(/SEE TABLE 6,
<br />N..ITALLATION INTO WHE -, I" .1 �'__DISTANCE _._. �� r- THISSHEET.
<br />2X, GEE NOTE 2, THIS SHEET: ��\��-- �- � '--� {I S A •'/ -
<br />-- -` L� EMBEDMENT __�_`_ �jI J- ^ �rt1-t _ _ \ _ �7 - -
<br />- - - _ -` TYP, ANCHOR ..
<br />- -- "` -- TYPE 38 L_�e++ TEMBFDMENT
<br />I f(j>, 11A" EMBEDMENT -% ��'- - �� ,•-� EDGE
<br />L---SHIMAX MAX-T AND EDGE - -- ---- DISTANCE
<br />SHIM AND
<br />DISTANCE PER 24 -{..
<br />ANCHOR TYPE,
<br />__ U
<br />T N II RT P TYP. A ,
<br />lE - -
<br />a RA URST - , 3 _ _ __
<br />r
<br />E B D ENi AND -
<br />M E � �� M
<br />1 SEE TABL S. _
<br />-
<br />EDGE DISTANCE NCE C\
<br />32
<br />E A \ E.-
<br />I C 1A66" _JTHIS SHEET. -
<br />`-PER SVBS'TRAIE,' `-��� 64 EXTERIOR INSTALLATION
<br />t _- �_-_ r',' SEE TABLE 5, THIS I INSTALLA: rION�36� INSTALL_ATION �3 OPTION 3SHEET. OPTION 1VISIBLE STRAIGHT HEAbF.R OPTION 2 VISIBLE LIGHT WID711 - IWSTAILATION ANCHORS
<br />LIGHT 61 INSTALLATION ONTO INSTALLATION - BUCK WIDTH THROUGH IX MASONRY.
<br />RIP
<br />HEIGHT �) WOOD 2X. NO ANCHORS A14CHORS DIRECTLY - TIP.TO-TIP WIDTH INTO MA80NRY,
<br />"�-`- RF_QUIRED Nr HEADER.. INTO MASONRY. HORIZONTAL SECTION A^A. -
<br />I •�9) - EGRESS FORMULAS
<br />_ _ I_ 114' MAX. SHIM
<br />�`•-11 _#12 STEEL -
<br />K \ _ SELF -DRILLING
<br />41. � SMS (G5), SEE-- -
<br />/ \ TABLE 5. THIS
<br />2.751"`,�)--\ �� �8i,\\ 611EFT
<br />�I _ _
<br />BUCK USE EITHER -L
<br />EXTERIOR
<br />HEIGHT - LATCH (# 2B) OR ,INSTALLATION
<br /><,7 BOTTOM LOCK OfPT10N 4 /
<br />1.r s ED #i E T
<br />C
<br />32( ) S
<br />IN TALLATION -
<br />1"IP:10-TIPU LOCATION:(J NIT � A CHORSFIEI GFrN6 8"FROM
<br />8 /I ECTL N O
<br />35 � I DR YI i__ `� �1 -.. I (84) VENT END, MET At,
<br />T. \
<br />' VISIBLE 3
<br />5 I
<br />\ HEIGHT I ,, (94) DADE APPROVED MULLIOM,
<br />r\ I I �' ALUMINUM, STEEL FRAMING OR TERIOR
<br />--' - I -� , ' f 11) STEEL STUD, SEE SUBSTRATE J- L-L
<br />LGUAL-CITE
<br />WIDTH: TIP -TO -TIP WIDTH, 4"
<br />HEIGHT: TIP -TO -TIP WIDTHI2. 8.5118"
<br />VI$IBL LIGHT FORMULA$
<br />EQUAL-LTE
<br />t_ _I�
<br />WIDTH (SASH): . T ST • TIP -TO -TIP WIDTH - 6-1116"
<br />WIDTH FIED ; TIP- 0-7IP WIDTH -
<br />4"
<br />e" / HE GHT1 TIP -TO -TIP HEIGHT • 7 i(1 2
<br />I� .� PROPERTIES, TABLE 5, THIS SHEET. \/ I -
<br />I / NOTES_
<br />(,j� .) \�' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED 014 TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EQOE DISTANCE LIMITS. ANY INSTALLATION OPTION
<br />' u v� SHOWN MAY BE USED ON ANY SIDE br T11C WINDOW,
<br />2.264 31 �:,_/
<br />v.`JA 7 I I P -11 "' HICK ARE TO BE CO ISIDEREV iX INSTALIA710NS,
<br />(\ 2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, I HIS SHEET. LL WOL D BJC (S L..SS THAN 1 2 T F
<br />2X WOOD % _ 2 J iX WOOD BUCKS ARE OPTIONAL IF V141 T IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.. IX AND 2X BUCKS
<br />BUCKSI'iTIP, WHEN USED SHALL BE DESIGNED 10 PROPERLY TRANSFER LOADS TO'THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESrON61BIL11'Y OF THE _ PRODUCT REVISED
<br />SEE NOTE 2, ENGINES OR ARCHITECT OF RECORD. - ns complying Dill, the Fluddo
<br />R R
<br />Onddin C.dc
<br />71
<br />SIIEE'T
<br />i
<br />6
<br />•-� ,�'-' 11u illlLj Aocel,InncnNo fi-101 .12
<br />_ _ - __ - �_ 3) VISIBLE TO A WIDTH OR HEIGI IT (ALSO Y; Revlsed Bj': DMit! RW,rnn: P.Troli- rfile., J(o
<br />- LN
<br />\ \ \• \�I REFERRED TORS BEADING
<br />OpEIADIN 18 �•"v`�,Grt'!,,,... ,Inv(` .;l JJ -)
<br />'. \\ MEASURED FROM BEADING TO BEADING. L,CENSfi'••,(Sp '-� 1011 D/11 NO CHANGE Dy ,' ¢.C.c '
<br />\ "\' -,,- T '\.� �� Q-,• Minm( Inds Prnduel C.nlr F
<br />1 /4" MAX SHIM Revreed B,•: -Cola: Revl0m
<br />1
<br />_ r 70.5
<br />- N1: 58
<br />NS)ANCHORS f �. CONCRETE PER = -•--'
<br />_ Drown
<br />escd Jlo : a1n
<br />P,i?RANGE IN ANCHOR �-0' ��, - ® D p n
<br />r
<br />'U
<br />RANGE S Fl IL' L ATI D TAIL J ROSO SKI
<br />R ME I iA I_ 0 E W FLANGE A - a F N
<br />` REQUIREMENT ( (0 /
<br />- )
<br />IL F RAVE L RAL__� (� '. 5TAi�OF
<br />- - _ �i �F(OR{ph ''G\$11 1070VECHNOFL 34275E Fit.: - - Dora:
<br />1 %rs/oNAL E� P.O. BOX . 34 SINGLE HUNG WINDOW INSTALLATION 06/11/11
<br />VERTICAL SECTION [3 B "'NUT,
<br />tt\ N01(OMIS, FL 34274 sedan/IinaeT• seen:. '. Itir N.. Rew
<br />-- ALYNNUT, R,P.E. Ct�-'j00 NTS MD-SH2O0-D1 A
<br />.. P.E.#58705 CERT. OF AUTH, 129298 � I,
<br />AlLilnlnum, 6683-T5 min:
<br />318"
<br />I 1/61" _
<br />Stud, G 33 min._ .Ste I u r,(
<br />e
<br />3181, -
<br />0 0346 20 Ga •
<br />)
<br />A38 Steel
<br />8.1
<br />31
<br />Solhe m ins SG , :1
<br />F. T. u P
<br />1"
<br />approva c ocullnetiL n)enttoned. above.
<br />The submitted documentation was reviewed by M,auuel Perez, P.E.
<br />C___- NOA No. 11-1013. [2 ft I
<br />MIAM6rJADE COrJFrT'Y Expiration
<br />I:x it t' •'•o. a tonDatSeptember e.0
<br />Approval roval Date: Deceiber 08, 2011 I
<br />1P :
<br />.
<br />Page 1 .
<br />I
<br />PG'I' Iudustrles
<br />.
<br />NOTICE OF ACCE-PTANCE: EVIDENCE SUBMITTED
<br />Il
<br />.:bid
<br />. .
<br />A. DRAWINGS
<br />.
<br />1: anu ' .c 1 • ' s 'e i ' s r M fa t u eI .- d1 (I awui ga
<br />d Ud Sect' J v 10115.
<br />.
<br />2. :braving No. MD-SI1200 01, titled "Single Bung Window Installation" Sheets 1
<br />through 8 of 8, dated 05/I 1111 with revision A dated I0/10/11, prepared by
<br />inanufactorer, si ned aird waled b Anthon 7 Lynn Miller P.E.
<br />g by Anthony 3 ,
<br />.
<br />..
<br />r " _ -
<br />13. I EST S
<br />1. 'Pest reports on: 1. Air Ii flltiration Test per FBC'. �
<br />P ) P , TAS �02-94
<br />ILA
<br />J
<br />2.) TJn'tfolli.a Static Au I Iesstue Test, Loading per I BC TAS 202-94
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />1,:;-. - - .� -
<br />o cad EI ,itr e y Test, per I BC 2411 3.2,1, 'I'AS 202-94 .
<br />4Forced
<br />--
<br />along witli niark.ed-up dia-vNrings and installation diagram of series SII-200 aluminum
<br />single hung window, prepared by Fenestration "festin Laboratory, Ine. a Test Report
<br />.
<br />No. TTL-6479, specimens 1. thru 26, dated 03/28/1 I., signed and sealed by Marlin D, .
<br />Brinson, P.E. ..
<br />< -
<br />L it.� . . [ .� 7
<br />(Sr b ritted r nder' prc,Wous AIO.A #1-1-0 14,0.I)
<br />-
<br />C. CALCULATIONS;
<br />1. Anchor verification calculations Arid structural analysis, complying vvrith FIW-2007
<br />. and FBC-2010, dated 06/081I11.1 mid updated on 1.0/07/11, prepared, signed and sealed
<br />by Anthony Lynn Miller, R.E,
<br />1
<br />. 2. Glazing complies with. ASTM R1300-04
<br />D. QUALITY ASSURANCE+ � I ..
<br />. . 0
<br />1. Miami -Dade Departinerit of Permitting, Envirorunent, and Regulatory .Affairs (PERA).
<br />`�
<br />E. 11' ATEWAL CERTIFICATIONS
<br />1. None.
<br />F. STATE EE NTS
<br />'
<br />L Statement letter of confortrl,,mice to the FBC-2007 and 1713C-2010, dated 10/07/11,
<br />sighed and sealed by Anthony Lynn Miller, P.E.
<br />2. ,Statement letter of no financial interest, dated 10/07/1.1, signed and scaled by Atithony
<br />Lynn Miller, P.E,
<br />3. Proposal No. 10-1066 issued by BNC, date(] 1.1/09/10, signed by Ishaq Chanda, P. E.
<br />G. O'I'IIERS
<br />1. Notice of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "S11'
<br />200" Alut:iiiiiutl). Single Hu.rrg Window - N.I,, approved on 09/01/f1 �Iid expiring on
<br />09/01/16,
<br />1Ylant erez, P.E.
<br />,: Prod114't Cont T'xaniiner
<br />NOA No. 11-1013.12
<br />Expiration Date: September 0j, 2016
<br />.
<br />Approval Date) TDeceinbet' 08, 2011
<br />E_ 1_
<br />
|