Loading...
185 NE 100 St (7)111111 m _ . MEM■■MOI■■■■■■ ■ 3 _ ■ ■1111■ 1INl1111E ■ ■rrr ■■■■■■■ ■ ■ ■ ■ ■■ ■1111■ ■ ■M■E M MUM ■■■■■■■■11■■■■■■■ ■ ■■■■■■■U■■■■■■■■ ■1111■■■ ■1111■ ■1111■■■ 1111 1111■■■■■ ■1111■■■■■■■■■■■■■ ■1111■ ■1111■ :EMMEMMEMME■ ■M■ ■1111 ■1111■ ■11■■■11■■11■i'i11■■■■■■■ MEMMU■■■■■■■■■ ■ ■■■11 E■■■■■ ■■1 ■ ■■■1■ ■E1 ■ ■1111 ■■■■■ ■■■P 1111■■ ■ ■■ ■1 ■■ M -' ■ ■■ ■■■ ■1111 ■ ■■■fli 1111■■■■■ ■1111■ I■■ mum. 1111■ ■1111■■■ ■■ 1111■ ummmemEms 1111 1 11 ■■■■1 11■ l■ 1111■ ■■■■11■■ ■� ■E ■■■■1 ■■1■ ■l■■■■■■■■■■■1M■IO ■1111■ ■■■11 111MM1=3 '.:11■■1111 ■■11■■■■■■ ■■1 ■■■■1 ■ ■I ■■1 1111■ 1 ■1111 ■ ■1■ ■■ ■1111■■■■ ■■■ ■■■■■1 U■■ 1111■ NI■■■■■■U■■ ■1111■ ■1111 ■■■■11 ■11 ■■■■1111 1111 ■■■■1■■■■■■l■■■ 1111■■■■ ■UI■■■■■■■ !� ■■■■u■ ■■■■■■■■ ■■■■■■■lf1■■■■■■■ 11 ■ ■ ■ ■I !U ■ ■■ ■1111■■ ■■■■■■■ ■11■■■ , ai■■A■ ■■■■li■■■■■■ ■1111 1111■■ ■ ■1 ■II ■ ■ ■N ■ ■ ■11 ■■11■■■ 1111■■■■■ ■■ ■■■■■■■ ■11■ ■ ■■1■■ ■1'1■■■■■■ I■■■■■■ ■■ ■■■■1111■ ■■■■1■■ ■1!1■■■■■■U1111■ ■■■■ ■11■111■ ■1 ■■ ■■1■■■H■ ■■■■■1■■■■■■■■■■ ■■■■ ■■■11 ■ ■ ■■i ■■■11 ■ ■■■■ ■N ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■I ■■■I■■■U■■ ■■■■1■ ■■■■■ ■1111 ■ ■■■■■ ■■ % ■ ■■I■ ■ ■1 ■1■ 1111■ ■1111 1111111111111MIATMLIENIZEIMENIIIIIIIIMILIMMI ■■l■■I1 ! ! ►EM!1■ iii■ ■1111 1111■■■■■■ MEMMEMEMMEAQMMOMM ■1,■ ■1111 ■■■1111■■■ ■■■■■■I ■8 ■■■1 ■ I ■■ ■■I■ ■■■1111■■ ■■■■■111■ 1Q1 ■:■' ' N1II■■■■■■■■■ ■ ■ ■■1 J1 ■■ MI „!�?...,!PP _M , A■■■ ■ ■ ■ ■ ■■ mummemenmummumnstiminimmmommil ■■ ■■■ ■ ■1■i11■11rm.1 ■■■■■■■■■■■l■■ ■■■■■■■■■1 mennu! ■■■ ■ ■ ■ ■ ■ ■11iii■V■■■i■■i■r ■■ ■■ ■1111■■■■■■■ ■■ ■1111■■ ■■■1111■■■■■■■■■■■■■■■■ ■■■ ■rE r° ' I,w • OM E • 1RE■MQU ■ ■ ■■ ■1111■■ IMMummin o ■ o NMEMEmmumMMINUMMEMMOMMII MMEMMIIMAMMENEMEMMEMEMMMEMMEMMMEMM ■1111■■■■■■■■■■■■■ ■■■■1 ■■■■■■■■■■■ ■■1111■■ ■1111■■■■ ■1111■■■■■■■■■■■■■■■ ■■■■■■■■■ ■1111■ ■1111■■■■■■ ■■■■1111■■■ pc, . #•■•- 01..1 Z. 4c 0 e /er Ai. E. /ac' 7 Zor -- Ez.c--k- diares ( ■ Ptoso 0 7. 4 ,. r e - -- ___A - 7 v • v.- r ,,,.... leSJ - 4e = 11 " ' 1 — 1 i 17- 21 7S4 2--a' at tes. es4 7.r e..r7 jc• z g. Ca #1■• t. ser 2.$1. 4 4 ?C o ( 1-7 a 4 f?eY I'.► .7 % ■■.■■■I ■.■ i■ r!!i.7■■�.■ ■■■■\■■■■!AI■ ■■■■■ ■■■ ■ ■■r■■L�LSIAL11INEWMMOMI / ■■■.■ ■■ ■■■.■■ ..■ 11:1. ms. mu■■■w'■■:gi.■■ i ts:■■.■■ .:.■■ M■ mw omi■■■ ■..■■.!A■ MIP.■■►■,■U►A■■ '■■■■■ ■■■ ■■■■■■■. e=■■■ ■■■ ■- u A. ■■■■. ■■■■eP■■■.■■■'�■r.e■■■■ ■■■■■■►■ w/ i u'i1■l�tii■■■ ■■ ■ ■■ ■■ ■■■ ■...■e.■ . ■....■AKOLLI 1■■►\i ►`J ■■11/a raid ■IRLla\\iar■■■■ ■■■. ■I, ■t•� /LS!iu ■.file■■■■■■■■■■■■■■■ ■ ■■■.■■■■.■■■ e■ JL' Ifr J ■LS.i/L+ra ■Y`J \r ■��: ■i:Jl�ii..■ 1111111 11111111111111111111!II11 I IIIII IIIIIIIIII 11111!IIII IlIElhIIII IIIIIIIIII iii iiiii:ii:ii isiiiiiiii:illi::iliiiiiii! ■ VIII iii iiiiiiiiiiiiiii::iiiiiiiiiii 11111111111111111IIII!Ol1111! EE! IIIIII1 IIIIII1IIIIIIIIIII111111111111111 !11111 ■■■■■■ ■■■■.■■■■■Ui�.:.1■■■■■■■■ ■ .. .... .. �.ura.r■i. ■ ■■■■■■ ■■■■■■■■■■■■■ 1 11111111 1111111111111iiiiiiiiiiii111 . • l l i ll:: I � 7'!' g ri:r ill11i:iiii:li ■.. ■■.■■ ■. E.■. ■ ■ ■. ■ ■ ■.. ■■.■ '�& ■ ■. ■. ■ ■ INLy■■..e11d ■■!iw.a7. ■■ ■ ■ ■ ■■■ ■■ ■■■■■■■■.■ ■■■ hr■■C ■... ■■ �iillLlf.■.■ ■■■■■■■■■■ ..■■..■e.■ ■ ■■■■■■■■■■■■ uiI ■■■■■ ■ ■■■■ .�,r. ,= : iii■.% ■■■■■�iil„�tru■U■■■■■■■■■ ■■■■■■ !E: . i:::: 1 EC il l!' 1 ' L' , -:••�• •'•�• ■••••••••• •••••••••• ■■■■■ i = uir■ mMuram .■■■■ ■ ■ ■■■■■.o�■■=UP / .. -I - • •; m .■... •u:::E:�'° E::::: ■ ° :::: E :::: :::::::••••• ■■e■e■ �:::: ■ ■e■■ • :11 uee■ ° .■ . ■■.e■ee■e■■.■■■e■■■ ■■..■■ e■. ■■■■■■e.■.■■■■■■■■. ■: ■■. , .u.e m ■ u ■■.■■.■■■■■■■.■■■ ■■■■■..■ ■■■■■.■■■.■■■■■.■■■.■......■■■ 1:1. u u .uuui__■■■■.■■.■■....■■ i :■■ ■■■ ■■■ ■ ■ ■■■ ■■ ■ ■■■■ ■ ■■■■■.•■■ : i !.■■ :: E.:::::::::: E E: :■::::::::::::: : : :::::: :� :: . ■■. ■ ...■.■ ■■e■■■■■ eMe■■■ ■■...■■■...e....e.■O■■■■. e ■ m ■■..■■:■ .■...■ ■ ■e ■. ■ ■rJ.it ■LDCMKMi:! ■�1e 4ORPM∎UM .^_!■■ , A. mom ■ ■ w .. w•... . ■ ■. ■ ■...EM. ■ ■. ■ ■.l�J;\J�. ■■!OZI IPTNl►.TJIAPJt�Ir-7Cmi.uir .ILns�■ ■ ■..■ ■� :: ■.■.i ■u.■ •■■■...■.■..■■■■■....■. u■■.■ ■. ■ ■ ■r. ■. ■.■ ■.■. ■..■■L� ■ ■■.: -7. .:■■■■■ ■ ■■ ■ ■ ■. ■■■■■■■■■ ■■■■■■. �I. ILr _.�L *:��=ita■•.■.■■■■■■■��■.■r - -, .�:�. 1:111:1111 llhIlillhhI IIHII:: 1111: : :I :hhI i111I111! I! !11111:1::1!!!11 :i!!r ail N■■■■■■■ ■.■.,■■■e■■ .... o■■■■■ e■■■■■■.■► �eu����■ ��A■ r� ar�wr�■i■ ■.. ■ ■ ■ ■ ■ ■La�i.iiGi llin !� ;1111111 111111111 11111111 111111111aiiiiiiiii:hi il11 .........>.. . ... 1l lh I II I !!! IEIIIII!!E!!!!!!! E!!!!!E!II!I!I!IIIEE EIiw; ■■■■ ■■■ ■r1i u� C■.A! .INIME .■....■..■... L�...■.■..■.■ ... ■ ■ ■ ■.... ■. ■...L�..... ■.L�..■ ■ ■ ■ ■ ■ ■ ■ ■Jt: c , ■ ►`ICI WW I.■■■■■.■■■.■■■.■■.■..■■■.■■■ ■■.Lf■■■■■.■.■■■■■.■■.■■■■■.■■■ .■....■ .... EM■ I■...■.■■■.■■■■■■■■.■.■■■■■■ ■...■■■.■■■■■■■ ■.■...M■■■■E.■■ OW= ■1 11My ■L1 ■■■■■■■■■..■■■.■■■.■■■■■■.■■■■■■■ I�. ■L�.L1tL�■■■■■II.r.�..■iC7■.i■■ MN= i ■..+iriO.EA■ i ■ ■ ■ rir.■ ■ MI ■ ■ ■ ■ ■ ■■■■ ■■ ■ ■■ ■ ■■aMOMO MMULTAL9MEM=ib�� ■s■Iuie•u. MUM =I ■7`nmmr l:■ e■ e■ e■■■■■■■■■■■■ e�' � -m■ sil'•' J ■z■rai■riu■■■ ■■.L�■Ly■rL�■ ■■■ ■■ ■ ■. ■■■. ■ iW.■■l urii■ lI..■■ e■.■■...■■.■■■■■. uli■■■ lil .u...vii \■u■..■.■■■I■..■■ ■■.■.■ •• mom ■\:.■■i ,.i. r■■■■■■■■■.■■■■■■■.■■■■!►\■. m■ r■■■ u■r■mmona'.. ■r =iA. /I,sii ■.l■■■■ 11!111 11 ii11111 ►JE1l111111l1111111111EI11�! :'I II Iili: IJh ! �i1i�liliillll II!II1 11111 111111 :IIEI 1111:11111! I'!IIH l[III!l111111!!1!l 1111111' �i111 111111111!!11l11111111111l11 cam... � - -�� - -� C .■■■■ ■■■■L!A ■iV mmmc 3Z'1■.. rmt ii...■.■■.■....■■■■.■■■ ..■■■■■■ :I■w..m.m:G:Q ■ ■.... ■.■ ■ ■ ■ ■. ■ ■.. ■.���r.l► .■. A\■* 3. L' 4uuuu■■..■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.. ■ ■ ■ ■ ■ ■ ■. ■ ■. ■ ■■ ■■■ ■■ .■ ■ ■uuu iiiuri ■ u■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■.■■■..■■■. ■.e IIIIIIIIIEII �1!�l��IIlI!!!1lI�!!!!"'Il�r :1111 1111111111:!!!l1111E1!!:i!!!!!! ■..■.■. ■ ■■■1 ■1r :a■I ■LL'nLfi l mmon=uh 7■ Ltmt■■. i■■■■ ee■■■ ■■e■■■■■■■.■■■■■■ ■■■■■ee■■■.■■■ ..sir ='\ === i /.ignL ur■■■ r1. na.' 1■■■■. ■■■■■■■■■■.■.■■■■■■■■■.■■■■■■■■ I RREM M II 11 L li l i d --; '1 " ..... !VAR I `:. EUGENE DIETZGEN CO. NO. 375 % 63.000 MAX 58.250 MAX DAYLIGHT OPENING --"{ 2.710 ROUGH OPENING 2.710 VERTICAL SECTION ROUGH OPENING .500 .500 57.000 MAX DAYLIGHT OPENING 2.094 REFERENCE: FTL —1819, FTL —1820 & FTL —1821 ROUGH OPENING 2.784 CORNER DETAIL BUTT JOINT 1---• .705 33. ( L, DAYLIGHT 625 MAX 1 OPENING GLAZING OPTION: 3/16 ANNEALED 3/16 HEAT STRENGTHENED OR TEMPERED Po hart 1_ Clew. P.E. E 0971? Structural 2.643 74.125 MAX HORIZONTAL SECTION GLAZING OPTION: 3/16 ANNEALED W/ DUPONT 457 3/16 HEAT STRENGTHENED W/ DUPONT 457 INDUSTRIES 1070 7ECNNOLOCY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 33.625 MAX DAYLIGHT OPENING Rend B Dote: FK 4 /16/02 Rend By: Dote: FK 7/11/01 Drown 17y: Dote: 0.8. 11/13/97 Description: SECTIONS 77 S eeeee • ••• t •••• • •• • Revisions: ADO GLAZING OWibI% Revisions: • • .500 t 2.784 ROUGH OPENING • • GLAZING *OPTION: • • • • 1/4 • ZE • • • • •••••• • •••• • •.• • • • 0000 PRODUQf REVISED co asmplylaq? t�e F7rwldk • t • Bddlnf CCooa • Ataept* & No • • Eapl atioa • 70, LOOS • R • • •• • DNldoa • • •••• • • • • •• • • • • IMPACT & NON - IMPACT • ariss/MOdel: Scots: Sheet: Drowsy N. R w: HS-710 Scots: 2 a 5 4111 D .•• •• F ALUMINUM HORIZONTAL SLIDING WINDOW • • COMPARATIVE ANALYSIS FOR: GLASS: 1/4 TEMPERED NOTES: 1.1 Numbers in (1 parentheses are quantity of anchors per side. FTL -1819 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each comer and as follows: Max. spacing at head & sill = 15.250" MAX. SIZE Max. spacing at jambs = 12.500" 74.125 x 63.000 Window Window Height Width 26.00012) 38.375(3) 50.625(4) 63.000 (5) neg pos neg pos neg pos neg pos 24.000 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 26.500 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 37.000 (4) - 190.00 66.70 - 190.00 66.70 - 172.10 66.70 - 132.50 66.70 48.000 (4) - 190.00 66.70 - 190.00 66.70 - 142.10 66.70 - 107.60 66.70 53.125 (6) - 155.30 66.70 - 155.20 66.70 - 132.80 66.70 -99.70 66.70 60.000 (6) - 123.90 66.70 - 121.70 66.70 - 121.70 66.70 -91.50 66.70 66.000 (6) - 105.30 66.70 - 100.60 66.70 - 100.60 66.70 - 85.80 66.70 72.000 (6) -91.60 66.70 - 84.50 66.70 -84.50 66.70 -81.30 66.70 74.000 (6) -87.80 66.70 -80.00 66.70 -80.00 66.70 -80.00 66.70 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED NOTES: 1.) Numbers in (1 parentheses are quantity of anchors per side. FTL -1820 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 15.250" MAX. SIZE Max. spacing at jambs = 12.500" 74.125 x 63.000 Window Window Height Width 26.0009) 38.375 50.625 4) 63.000(5) neg pos neg pos neg pos neg Pos 24.000 (4) - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 26.500 (4) - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 37.000 (4) - 120.00 66.67 - 120.00 66.67 - 107.10 66.67 -91.90 66.67 48.000 (4) - 120.00 66.67 -89.30 66.67 -67.60 66.67 -57.20 57.20 53.125 (6) - 107.70 66.67 -80.30 66.67 - 58.40 58.40 -48.00 48.00 60.000 (6) - 85.90 66.67 -72.30 66.67 -53.20 5320 -41.10 41.10 66.000 (6) - 73.10 66.67 - 67.30 66.67 -49.60 49.60 -38.10 38.10 72.000 (6) -63.50 63.50 -58.60 58.60 -47.30 47.30 -36.70 36.70 74.000 (6) -60.90 60.90 -55.50 55.50 -46.50 46.50 -36.50 36.50 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED NOTES: 1.) Numbers in O parentheses are quantity of anchors per side, FTL -1820 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each comer and as follows: Max. spacing at head & sill = 15.250" MAX. SIZE Max spacing at jambs = 12.500" 74.125 x 63.000 Window Window Height Width 26.000 38.375(3) 50.6250) 63.000(5) neg pos neg pos neg pos neg pos 24.000 (4) - 135.00 66.70 - 135.00 r 66.70 - 135.00 66.70 - 135.00 66.70 26.500 (4) - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 37.000 (4) - 135.00 68.70 - 135.00 66.70 - 119.40 66.70 -91.90 66.70 48.000 (4) - 131.90 66.70 - 131.90 66.70 - 98.60 66.70 -74.70 66.70 53.125 (6) - 107.70 66.70 - 107.70 66.70 -92.10 66.70 - 69.20 66.70 60.000 (6) -85.90 66.70 - 84.40 66.70 -84.40 66.70 -63.50 63.50 66.000 (6) -73.10 66.70 -69.80 66.70 - 69.80 66.70 -59.60 59.60 72.000 (6) -63.50 63.50 -58.60 58.60 -58.60 58.60 - 56.40 56.40 74.000 (6) -60.90 60.90 -55.50 55.50 -55.00 55.50 -55.00 55.00 REFERENCE TEST REPORTS: FTL -1819 & FTC -1820 7' 64- Robert L Clark. P.E. PE #39712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 RN g( Reg B.. Drown ar D. B. • Deecription: • • • • • • • COMPARATIVE ANALYSIS, NON - IIaRACF • • • •••■ • • • • • • • • • • Plt0t1•QrR�tj AD • • • • •' �/blei will t4 FIts 9a • 6aidiaY Codaq • • • • • Eipintlsu .J(L -.to. • • • • • el • • HS .C.4. • •• •. • • - • • ▪ ••• DIvIskat • • ALUMINUM HORIZONTAL SLIDING WINDOW SeNee/Medel: Scale: Sheet: 'Drawing No. Rer. HS -710 NTS 3 ar 5 4111 D • • • •• • • •• • ••• • •• • •• •• • • • • •••• • ••. e ..,.. • • . 1 1 . ' 1.250 ,c TYP. HEAR TYP. SILL 1 x WOOD BUCK .250 MAX. 1/4" TAPCON SEE SPACING ON SHEET 1 1/4" TAPCON SEE SPACING ON SHEET 1 .250 MAX. REFERENCE: FTL— 1819, FTL — 1820 & FTL- 1821 TIP. HEAD 1.250 1.250 TYP, SI(r. .250 MAX. #12 PANHEAD SEE SPACING ON SHEET 1 #12 PANHEAD SEE SPACING ON SHEET 1 .250 MAX. 2 x WOOD BUCK Robert L. Clor'l. P.E. PE 139712 StNCturrn INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 7529 NOKOMIS, FL 34274 TYP. JAM info: n '• TYP. JAMB ReFK By: "Pk B " Drown By. D.B. Description: o.• 2 x WOOD BUCK 716/02 /11/01 Dote: '1/13/97 ANCHORAGE 1.250 -1 #12 PANHEAD SEE SPACING ON SHEET 1 1/4" TAPCON SEE SPACING ON SHEET 1 • • • • • •• • ••••• ► • ••••• • • • •••• ••••• • Revision.. • • NO CHG THIS SHT Revisions: •••• • • • • •• • • • • • • ••• • .••• • • ••• • • PRO4111199011ED ss togbplyiog with the Florida • • • Bolding Code • • • AceepttteNo •L-01/1 Expiration D/e�i� ]O tDef� • • •• • 4Mtam1 Dh Dade • hio• • •••• • •••• •••• • • • •. • •••• •• • • ALUMINUM HORIZONTAL SLIDING WINDOW Series /Made: Scale: Sheet: Drawing No. Rev. HS -710 NTS 4 ar 5 4111 0 • •• •• • . • oo • •• oo ••• •• • ••= •• --- j f■-- . 705 Q-- .062 2.784 - k-- .737 0 FLANGE FRAME 6063 —T5 ALUM. .678 n 0 1/4 " GLAZING BEAD .062 • 1.057 2.074 4 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE: FTL -1819, FTL-1820 & FTL -1821 L 1.187 .062 1.403 0 FIXED MEETING RAIL 6063 —T5 ALUM. .062 --II .723 .688 -- -°I Fes t ® WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 062 1 1.183 ID SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1.373 .062 4 Robert L Clark, P.E. PE )39712 Structural 1 1.187 1.081 - * - 1 *� Q SASH TOP RAIL 6063 —T5 ALUM. .062 1 1.273 I* 2.710 -I 0 FLANGE FRAME HEAD 6063 —T5 ALUM. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Re Repd_ B,. Titl.: ® SASH BOTTOM RAIL 6063 —T5 ALUM. 1. 122 l k 2.710 -1.-1 ® FLANGE FRAME SILL 6063 —T5 ALUM. • • • • •• • ...••. • •••••• 416/02 711/01 Drown By: Dot : D.B. 1 I / 13/97 Senes/Moad: HS -710 1.291 1.970 Scale: NTS 1 1.349 .062 --Ih - - 4 2.094 4 •.• • • • ••4 •••••• • • Revisions: • • NO CNC THIS SI:T Revisions: • - • • • Description: • EXTRUSION PROFILES • • • Sne.F. 5 a 5 •• • • •••• • • •••• • • • • • • 1.1201 c iiE, SED u corn mg with the Fiorillo Raiding C.d. • • Acapttyce A N o / Enp4stfo♦p• r•, � • OMAN • • • • • • •••• •.S• • • • •. • Drawing No. 4111 Rev. D • ••o • • • • ALUMINUM HORIZONTAL SLIDING WINDOW • • •••4 ••• 1 • • I, .. • ••• • •• •• ••• • •• .•• •S• 12ao1.158 Job Address: / / /0 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ` O� New Construction 9`�� Re -Roof Contractor: Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 /71,a/77 ) .(-- Z Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the following): O Nominal '/2" Plywood (for re -roof only) O Nominal' / Plywood ❑ Wood Plank " O Other (fill in) Roof Pitch (fill MI: ":12" Process No. Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 " :12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 2 / which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A� royal for the proposed tile system? fives) no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and � literature es no Is the proposed underlayment approved for use with this tile system assembly? no Job Address: /85;() SOD ,S/ Project Information (continued): If the proposcd underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri hank, corrossion reisistant nails)? ves no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile Material: ❑ Cla ] , Concrete ❑ Other: Mortar or Adhesive: no ?o ner Product Control Approval Number: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Contractor: 7 ;I 2 , U‘" Process No. Mortar: Manufacturer: Mixing Ratio: ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7":12"): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: Minimum 12 ga. galvanized roofing nail: l Length: ❑ Other: Type: Length: ❑ N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. Underlayment: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: /SS 96 /e s� Underlavment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ASTM #30 asphalt saturated felt with: 0 19" overlap ,176" overlap 5. Related Accessories: O 4" overlap Manufacturer: 7 't e/ Edge Metal (refer to Section 3408.2 of the South Florida Building • Code): ❑ ASTM #15 asphalt saturated felt with: 06 Manufacturer: Mineral Surfaced Roll Roofing with: 0 19" overlap 6" overlap O 4" overlap Manufacturer: ❑ Other: Type: Manufacturer: Underlavment Fasteners (if applicable): O 19" overlap O 6" overlap O 4" overlap Check one of the following which apply to the proposed underlayment attachment: Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1' 4" tin cap: Length: s Manufacturer: Q,UC' /• r _ ❑ Other: Type: Length: Manufacturer: Contractor: )4 Mortar or Adhesive Set Tile Systems Page - 3 Laps: T " o.c. Process No. Spacing (per tile system assembly Product Control Approval): Field: " o.c. Type: 5 7 eeC Dimensions: .9X3 Gauge or Thickness: f'S Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: Flashing Cement: Type: Manufacturer: Job Address: /X.5/Vg /404 Contractor: /7.q42%/2/ Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in 1 Soffit: Type gJl- • Size (pX /�4 S i > /225,' Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Process No. 32.3.E Job Address: 4€ / d dJ Contractor: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. Dcck: Toe: / Thickness: Roof Pitch Ridge Venting: (1J applicable ) Underlayment: yy -Q 7 Underlayment A) ca, Fastenrer: 12" FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IOWN ON THIS PAGE. ( Where Roofing Componcnt not used in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: " (minimum 2' unless otherwise specified in the file system assembly Product Control Approval) Mortar /Adhesive: Tile: Tile Fastener: Edge Metal or Gutter Fastener: Bird Stop: id - (if applicable) Edge Metal c:96 or Gutter: Existing or Proposed , Soffit Venting: Ov Job Address: 45 /-- /DU s Contractor: Ridge Height: Eaye, Height: Roo�ean Height L_ feet ` 7 feet feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attaehei) Exposurc Category: f� Classification Category: At Ilurricancc Occanlinc?: �Y N Basic Wind Specd at Building Location 110 mph Building Condition based on % of openings: (See Table 9 ofASCE 7 -88) Ground Level BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Process No. Job Address: 4- /61).57 Contractor: Mortar or Adhesive Set Tile Systems Page - 7 BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Process No. �q. /POO, .5-4, /6 2 k0 5 5 1 31 Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) 8 rb 6 —4 20 9 I Job Address: /j SSE 40675 The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Contractor: Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. My commission expires: Sworn to and subscribed before me this th day of 19 Licensed Contractor / Owner Signature Notary Public State of Florida Mortar or Adhesive Set Tile Systems Page - 8 Process No. 0-0 cl pi.opc.cr.}; described as: the East of Lot 21 and all of Lot 22, DiocK 15, /IN AMENDED PLAT oF MIAMI SHORE 5ECTION N0.1, according to the Plat the,:eof, as recorded in' Plat Book 10,'Pagc 70 of the Public Records of Dade County, Florida. Certified To: ;Advance Title Company and Califoinia Federal avings and Loan Association, Successosrs and/or assi9ns. • • . • • KV • c' 7 0 kr) 1\ t • • • ' • • - N ot Undergound and utilities, if any, not located. PROPERTY OF: Gffin La.camazana, 185 NE 100th Sti Miami. Shores, Florida Not valid unless embossed with Surveyor's Seal. 6 L.I./4 (.0 CV .■ 8. s., , \ 1.0e,n1-2 t .4 ELK.- \NI ■!1 49.30 () s421 17E- P c‹, A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board ofAand Surveyors pursuant to Section.47,2.027Fla. Statu There are no entrpachments. over ps, easements appe ring on the ?I , other than as sho n herez", • ,„/ - Fla. Reg. Lan,ci No 7 ///• VA< k:\ 5:40/&1-1<3 00 • 1,,i• .;• DATE , a 14P' drg. " ' r..",•• • ,$■N 8 2 N ) LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 4080 S.W. 84th Avenue, Miami, Florida 33155 Mailing address: P.O. Box 561131, Miami, Florida 33156 SCALE , DRAWN BY l NO - ft • i '.69-1952 kaj 0 w MO, • . • 1 COMPONENTS , t,979 8 .124 _ ,. 1 w too. j T M - �- ' e. 00 _ � l S FA LU oar• " 1.711 C0 COLUMN O N O COLUMN • f 1 _ i I G Are +/� .I ,LOMO 071 . : 8 ' I - . OY4' .I87 .23 ♦ 0 10-1 SE 06 : - .1 0' $ d _- L� 1 � � 1 1 1 1 1 aoo ,[ /4/470 J zoo 1 4.00• 1 Q .00 • 4.00 1.90• LTD• 470' t.05 4:Od COO' 1 , 1LL0• . 1 O JO O © O OTT © ® O BEAM ER FASCIA . HEADER C SCROI L CHAIR RAIL I %2 COLUMN GUTT O © © © © ® © 1 IN SNAP RFAM SNAP BEAM SNAP COL. P11111 PURLIN PURLIN PURLIN 4045 - TG. bOA3 •I5 -TG. 6.0•544 4015•T4 ACID -TO a1047 64i>16 4017 -TG. . &OASTS .4.40.10 COGS -14 G,:1►Dg4. 4965 -17 4o0S -Ti * EN O - IOI> -TG. TOWHEE 4045-TS 045 -T wHere SaLN 'X' ' e PERSPECTIVE '''-,. ` ` ` , IV 410>M> O ©© 011 EA. PU A RI�n�1�. s.IS.ISwI�I�lays•I�I�n � TYPE I TRAP LO FRM COEVAL L NI `\` `` .. � I 1vz 00 SEE COOP % ROOF CP Rae. MVO. CGLL PVRLWS :,rAMG TYR.) a EQUALLY PAN. 00 -© !a. mum \ - A TO E LEVATION Tor rrxne . aT IH °ND°m L �_ I O il EOfT ' ,,, TYPE II (ps. LTGGN6TC ewe.* TWC) PERSPECTIVE --- p 2'k' LASS 6 12•ac. woe oe y4•..5. CONC. LY 812' CONC. SCREEN, SIDE VIEW N4 / C/C COLUMN SPACING SCHEDULE co >- ONyPURUN /BO - °VB /LP MIN PITCH t/RUN ��- 4 , / � MI N PITW #IO:M >- YME/ u ye. KTO HILT INTO -fir _rte "2F5. 'S PURLIN - III MIMI01I111111I1MI01IMIMIMIMIMIMIMIINIMI= �w j1 ' fOL. �iIaLlPlb LG PAT 10 ROOF FRONT WALL COLUMN SPACING FOURTH WALL COL. SPACING TYPG PURLIN JQ 6uiiER ®5NM �/� ®•" '6.l NO.07d H®.o.d (D sun C) 5,4...p I \ COVER I @ 4' -I' b' -4• 4' -D• 9' -]• 5 - D• II` -B• 7'-4' P" - Il ©. DETAILS II © O D' - 7' 4' -9' U -4' D -'S' 5' -7" 11' -I• 4' -11• •49.01.40, Vac. 0 / ONr/ 1 / ROOM ° THRUtxL1 - = 7..0 I © _ 6' -4 4' -D' P -4' D'-9' D' -Y lo' -B' 4'-d .I 1 1 I _20orTawaLLWHEW 1 f REdf'v. See. DETAILS ear.. sive CACTI s ELEVATION y4• +2'h• LAGS E 12'O.c. t NT O WOOD oR N4 V THL71 Mwu1eaTO tlbL. 1NR7 me t II 0 © D'-9 D' -10' .T -11' D' -d 4'-D" 1d -er 4 z- NVTHRUBOLTA 2' °2 • Ve "4' 2. Lb 0. +9' "Ib' -2•u. rewerH ESA, SICES Or Ca.. I E (] 5'-0' s' -e D' -o' 4' -n a' -Y _ lo'-ar V-4" ♦ 4. QC. Q -e 4' QC. O q'a i � L 10 s % le N4 4� AP COQ c Do_ -w - -• W /2- V4'TRU E0 � OP � GOL N W IO JJ COL. 2b'MaX.(ytT11MR • /6.I .� r IMI r L- M - 410044j OAI M ^ M •.) VSE T. .100140 . I 545 _ONE / FAN r I Ilu - ONE /PURLW RCNM Td z ct.. . Ve ' 4 W/ A • TH TO _FOURTH ite a c ,..0 es 10. T3 T DIOE QCO U5 Y ( COLUMN. © ® 0OGP PROUC.TION GL / /. NALL � �. n r wue,4 mull._ II ® 0D 4' -7' D'-9 6' -4• 4' D' o• 9'-T• "EA. SIDE OP C O L ANALE 3MS F1. ANiLE LEG. 2110 •sMS 2- V4'THRL 19A-T5 _'• 11 TO i2.14 N TO - 2'•2 2'6.4. EA. 310E OF Cot- ee aN LES © 211103M5 _ - OE-TAIL pURUN SEAM PG. EI� _ aI �IO YL'O.G - T U V OOI O /© JY%. NT. W/ -e•d MF%. HT. WI -2-o• © RM. H . w/ ® -9' • WR HT. w /® - Id - D" 5'.5'. VD"; 2'6.6. GA - Ed. SIDE OP COL. - S - MY - 14 ' I ® 4 ' - 4 • 5' - 0' 6'-1' •C -D 4' - 10 • 9' - 0 • S' -7' GENERAL NOTES ROOF PROJECTION SCHEDULE 2 V4'%S" RILTI AVM COLTS CA. SIDE La1� e, I B -B 4' MeX. # - -- ° .. o - .. PURLIN TO EVAN SECTION A-A SECTION 1 •:.. ... •' :. �' e -, ;..: ;o;' FOURTH WALL DETAIL ROOF PROJECTION TYPE PURLIN - L /bop L / 80 GLR. •re.t. STRdPrIN4 • - cue.. SPISNr STRAPPING. I @ • e' - e • 4 RROW'S b'•7' I RON a 00 101 -4' 0 Rowe 76.15• 1 ROW CABLE SCHEDULE • Iwo weep OR Y4I +9' GoWG. )�i • 2'h" LAlA @ 12° 0.G. NILL77 OU 812'0.c. pm LONG. �' © TV'. 1 w/ 410 4M> a 24 y a _ 2•a/ ^!( ,'6.6 l03S o COLTS s 2i M z - VG. COL. W 914E O0 P COL. WHEN USI WHEN : 7EG SECT. et U4 t 111 ai 11 WPF 401Pirl 1 4 iltllg hi g*ig4 Wi :x nta4I 1 I © 11' 4 ROWS e' - 9' 220W> PTA SPMI(%) NO. Or REdD GL4L7 CONNELTION II ©© I1'- d 4 ROWS 11'-0' 2 ROHY ATTAGN ® To ® W/i105MS - OTHER CON• :•I� © Q ICI -O" I O CEAM 1 OD 11'- - B' I Pow 12' -Pr 2 ROWS 20'-0' e 2 TO CoRNAR. col_ II o Op - ID'-4' 2 ROWS MAX COL • HEIGHTS 90' -0 9 2 10 CA11R RAIL SECTION D•D r QA - - 17' -e' 4 ROW> 4d - o . - 4 7 TO 4/4412. 4/4412. RAJL - SECTION E'-E N E. seer-. &- as F'22 s(. 4-A W/ 1' P 10 '2M 5 GA . LPG «I - NOTE U•DI.E ci MSC PP- AT MEG-STANDING 2 rsec R•1T - 71 3M G . P2XilIIi1E0 - - 4 ^7 il,EtN 52* 0t4 MP APG ALTERNATE r61J- PO11a WALL. % ere - Ey e LL' 8P may. Ceti TO SECT. A-A : M8 - © 410 01.40. . PURLIN � _ 1/ PAN 4- D/�e:'veveal - s C COL ® �- y 1�'T✓trtllEai S a MlJ4• ees< 0c401.1. coL. NO- © x►al, . _ -- 2- ea - Y� THRU'E-T _ ? %1' "4X T Lusts _ 4161 YW 410 0140 G It WOTeO I. A DO 1' T o Ct7f PR0.IE & EONS S IP 1 L/e0 SHALL 22 12' -O' MAXIMUM. L. A 2• O COOP GLeeR EN '-0' 4 N MA.6 6 ) US U. ADD d To ROOF C.1.262 • C.1.262 *FWD IP • P-4 NKiW1 IS ED• . ADD a 10 Rae CM.EJIC bRE 40 r 8. 2'-d O.?S1NNG 14 01E 1110 5= O 4 4.0.4 - 2410 3$.15 0 - Ye w alOMO laXa1 - �LOPRCA `�LPrPVE - 1:02.401F ANCHOR .� 3 E0.T IA E %- - 216d•A'R mROI 0E-MN A/ENK 020 4L4)A. e rx PLAT i�IOSM> ¢ vac • time Wf` O ALL . A owee CONNeGT :AS Mt 40611[41 A -A. REVISION' " D"T` ROOM PATIO COVER & SCREEN R R SCREEN " °' • ALOESO LLYGR b•b• •WWM 4.4I OwWM `40 W 0A NATIONAL CORPORA 12-12-75 I" -- a 4 ALftTaLLTe °.' ALTERNATE TY..ru. 0 ? „ .. <. °' ;. ALLAN A. KOZICH_ ASSOCIATES SECTION C•C CABLE DETAILS TO SECT. E-E ENGINEERS, DESIGNERS 8 PLANNERS i ALTERNATE _Ors/ OMIT- I 14 ' 1 TYPICAL FTG. ALTERNATE TO SECT. E -E >< --- TO SECT A•A I~ 1 429 101 oFSI _2a ®_3 . 7 e-..17f. COMPONENTS .eze , r .020 I 4 - . Leo' i, .. , • - .. .. . ' , 200° , r,,,gri me. 2.0hT Moo .. • 0 0 0 .02.2• ,.." L711 .; T---1 0 I LAL Ca UMN 1 la Her , . 1 1 __ 4---.1-'11171 •, - 2 Jer • YAM , 00400-Td. , cooi-NU. COLUMN ' . Lose ,t91 . . TT -ma' A , j _ 0.0. • , . 10 .• 40 .(L.G1 107 . .' 1 I.79 L 1.79 1 ...--Adidt 1 COO 1 .-... COO 1 1.00 1 COO' 1 2.00 • t , I, ,.1. _ .1467e , I . 8 © © 0 0 © 0 0 0 © . ..0 0 © ® © • , IA . HEADER COLUMN SCROLL CHAIR RAIL • CO COLUMN PURLIN PURLIN PURLIN SNAP RFAM SNAP BFAM SNAP COL, BEAM 'FASC jiLL PURLIN RLI GOTS -TN .04.5 -To, ,. •oAC-To , 4TF4751iT 4,oes-r4. 6 eaks-1C *MST* LONTO-TA 4 4.447-70 604O-1* aer*-T. ATAT-TS ....,....0,.. - 001/5-Tt. • • - . / Bluzge so1 'x' [7.7j...." PERSPECTIVE .. .. 0 ... ,... WIC 624.21 r.A. Merl ® C>© . 1•1111=1=MINNI 111111_1111111M=1.11•111•1=11.11111111 .e c.d...e YNCOLILM I TYPE I f. ye ALLAA.STRAT COMTINUATA. sl 0-9 rw _ - (eLL my-Lisle 6sme Tyre) ® 100 ee. SALA See ROOT FROJELTIGN Rae-DOLE TOR ROLLERIL GT RGN.S Retro. GrA.CE ROW etti.L.U-Y ALCMS SPAN. 1 1111 \■ 7 ELEVATION A 7400277774 TOT AND 2.2.2rLe • AUX Al AT -- Ns 0 2124.o.c. 2 - Ya TNEUEsol.TC 2 2' Lo "T.41. SPE Op GOL *MO EA. ....wee LEA. es ia-sms e- 14 TRW DOLTS a- sa rswin- SOLTO LA. OIDS H1VOH ...----- .. ll:,:::' . 1 TYPE n (st-reer4s-re PURLD1 - nre) PERSPECTIVE CALA.X.P4o SIDE VIEW GAIAX.11.16 C/C COLUMN SPACING SCHEDULE *10045 -041rAveug ,_/. ve/L.P. MO PT a FM/24 1:::/,-,44 TITLI4 -.. .5 -- 14.61.1 10 cfAC1[ 2 Le6O e lel22- MW WOOD OR V4773' RIM MWIT-ROLIO A 12 INV) CONC. SCREEN. ____" - Ae. ceoPc fi/RUN ,Z-',44.LTtexpeoLT edili SLOG • MIII•IMI•IIIIMIMI•I•I•I• k,.. ro 5re Cot.. 111 .) _STALIN& Le PATIO ROOF FRONT WALL COLUMN SPACING FOURTH WALL COL. SPACING -rym rueLek ®U1 0 SNAP' 0311e/T0 0 .07O 0.090. ©F ® 5.4.4. COVER 1 0 .2 V- V' v-v I- e it'-e 74' 0 el Will • DETAILS Tr 0 0 0e-7 Le 9 4 Fr.) P' 1 1 2 li 111 . I G 0 1 x ROOM 1 14 ,. .21.2.'Le65 I 0 5'-.2 2:- 5 6•-•4 0- S 9 io•--e: C..-e. 1 I I DETAILS e Ia o.c. M Ono woo? or vex 5. ELEVATION aial rone-e=setsucttre. GONG IL 0 © Ot-s 5Lier g.-Ii• 9.-ce 0.-s• id-er it'-e• 4110 il0 A R TO ----, I ,_.:Na.WIM 1 t Reoro ..714hLL 5145 es. 17P-24A wet_L week rem TAZTLI . Ve-TAIL • FUR.Lit4 _- APIOM.Se. rz'o.c. 5-914:TeruetoL212 1 .7 9 .7 Veo 4. Me - re Noe cc GA. 0,©0,-,€) .S.2.2.fcr. w/ Og1 - INA' 71/ 117./1-7-0. VAX HT - T/ 69 Id - 5" P'.5'. ye 6 rt.& - re. Oloe OP ext. "9- Vt7.1141./SOLSO .0- W.i.y.. Mull netirie1.25 e,... 4._ _ 1 0 +1.9 4146 ¢.4. 4C. 0 tgrot4 L. U. SIDE _USINA (&) e . too ....._ . ili. __-_------- MIMI 11111 Of GM. WNW GA-. . elem.x.e.orrnevet ...impre0101011 1111 NI 1 0 III 1 ekn■■■ atie/runtal . r _ roo. - ms. mem Fve.uN 111111111111 I CPZXCT. 1.104440 615 6=07 .01411/ITAN 1 ROM MARA rIHR / TORUN I " v4/ 2- . kW 1 "1.s;c1 . A T To POL.0.114 MW WANT vl GOLLAAN. Keay 24 C' CaLV4 - (.422.eN 0' 0 ROOT wroJerincel cer. sm.' 0 le - Id 1' , WALL . Sea 24224 - . 114iet4 versa_ re16..5) n @ 0 N-7 St e..- 0 4-7 v..- e .3 V11 1 0 4 5 6 4- ri. .0-10 9 V-r dm .41 - 11 421 TA. 610e or UN- WPL * 10 OMS Eh. 0.N&LE Ltd. Wiraralli „MAX ' - GENERAL NOTES . ROOF PROJECTION SCHEDULE 43 24 05145 es 11 i • PLelint ito 15F-161 , • SECTION A-A SECTION_B-B , ROOF PROJECTION FOURTH WALL DETAIL Tyre rug.usi - L/800 L/180 / CLR. 5FILKINLSTRAPF.044 GLI2.. 61TA* ineePrO42. / 0 IV- IV 2 RoN5 . 4 1 tow u © 0 to.- 4.' , Kov.os ? L i e 1 RAW CABLE SCHEDULE o WO WOOP OP WAS' VILITTRAYTROLTSIIVO.G. TV. rTs • _2.0..x./6 5 Lb 24.24 That s ..... TS A OP 22 io pro To coL. ANC. 2 MIS O el loe CoL• LVI7C14 UV ANA.. ca.. . . 5re tea vewkeN twee c6.04.1. I 0 1 i ,- 40 4 RANO 5 °: 0-4 (x) NO. OP KENO CAIXes coxeroc-nottl 0 • UV ii 0 © IV- e• . • ROW 6 1 r-o • t 2.04, ATTLCI.1 0 TO (5 vs-losms e _ALL MOM LON- NP.Z...70R. AC PM .seer. A. ili 10=0" I I 0 !MAN I 0 ' le- to I Cow it 0 2 ReAPP, 1.0LO I 2 TO GORAISR. GOL. MAX COL • HEIGHTS . ill J1 II ® ® - - I,•-• 2 Raw> 9d-0 9 2 TO GRAM FAA.. SECTI-ON D-D 1 0 - - re-21 02.0W, - SECTION E-E coL C)surree Qat ® eesal 40 4 * to c.ews. Kul.. • 0 -- _fre Are* el,A WI 4 74C77E. cg 5 MC TEQUIREP AT • Mee-57466ot, .22 to Pt45 EA. Le& .vesumonur .. I / wto ...to e 2.eo.c. : 0 e;-s• • d-e• Maori ALTERNATE Au_ rale 9/.14-• 2:2•10/ o.10 I.JAe Penefsep AT -- :0 e•--e: _ TO SECT. A-A ' ffr 9 lik MEM 8-0 P-s.---I110111111 •11/1111 -.,11/411, v me, 4-,/.' e ex ge 0- Ilt/1011121062..2 e gl met4- - Bet ce scrou. coL. 0. C3 , ig. __ gaxp/EaLtaft. - ate FEZ Qtrketielot OP : 5242424..c..oL. • _ .t. Tiatu ca..T.*. _ drY4'./W man kriti-eC116: 410 ONO e leo.c, rime: 1. 0/1224LL RCOF PraJeCTION 22 L/00 6R6LL IX 120 mxiMWA. 2. ePo 2 To nom' CLEAR effels IF A. w O1ate/446 16 I.PAT_P ADD O TO ROOT CLEAR /MANS LP A r-co CYGRAL/46 16 U. . ADD 6 TO RAP Cit.AX. CP1146 r A. a'-er OY'egiONG 4 06ep. 610 6245 a Vete. 2410 94.4 0 =W.:5' Lek IN ERFIWOION _SIT..01.22224 51.2eve zoc -lower! A.NCNOIC - q2".5 . .eYe 264 114 ex- _20,2We wimp', he 6152•16141222 .02.5 eLUM. ICILK FUSE 4 514o a eac. /Ira: .su.. oTriee coktlecrioko 0 9 :45 Per seencsi A-e. • RIIIIIIIIONS eV MTN PATIO COVER & SCREEN ROOM -- • 'X.YrIta. 1..Lyft4 one . ..ymod ._4!.6!WISPO 6110411, ..• 6.6 lobo row NATIONAL SCREEN 1 P ALONSO r . CORPORAT ION . ",...s....„...,.,.:.%-..,... ....,..„4„,,...4,T. - ALTERNATE TV. FT& .-. w 4 • FiWiff.=mc" j _4400 62it ALLAN A. KOZICH & ASSOCIATES SECTION cc CABLE DETAILS , TO SECT. E-E • ENGINEERS, DESIGNERS & i ALTERNATE PLANNERS • ALTERNATE TO SECT. E-E TO SECT A-A la' TYPICAL FTG. i--- E29-1011 SI 1 I t1 - 0 �� 4 a i t t j t , s --6 GA-dZ N 6 14 -0 7 g r 4 • 5 6 - 14 1 Mir .VPG.0 .e-V toN 4-N 7 -frip (7 r P 'J 401 $ji Carnent NOA= 03- 0611 5:i+ UUQ 0 '*A .: 03 - 0514. 5N ', 37`'x 38 /s 4-a.7 -SO.O 54 A' /e x2v +�•7 '800 r4 6 X Wood Dog axisTli)c t 2emo t'r Mood Poo Q U1ood poo � 53W X WA CSHX -75.0 + 75.0 or I 85 N 100 rN st Miami 5c,res L 37" x 50 CSM )( -75.0 +75.0 37 x 50% 1 CsM X _75,0 + 75 .o 53/8 x 50%n C5M X)( -75.0 +75.0 37" 38 -67. ) + G7•q 37" x 50 /$u Csk4 X -75.0 + 75.0 Laundr9 ao J Kitchen Florida Room Livin foorri Dining Fioom Entrance Porch Existing plan of Residence 195 NE 100th SL Miami Shorcs, Closet Bath Closet Icd room closet Bedroom Bath 5ca fe F.I.P. 1/2" 9' ALLEY 2 0 30' 75.00'(R) 75.03'(M) 3 93 0 East 1/2 Lot 21 25.00' BRICK DRIVEWAY 5 WOOD FENCE O EC ONE STORY RESIDENCE # 185 j Lot 22 50.00' 17.10' 15.65' 5' CONC. WALK 75.00'(R) 75.15'(M) BRICK 23 PARKWAY 19' ASPHALT ROAD P.POLE If) 0.70' 1. N.E. 100 STREET (75'RIW) cL 2.40' 1 - -t F.D.H. 1/2" ONIE N N Y 0 om 50. / A // P.I- F.I.P. 1/2" v u M Legal Description: .4 I le n to . 9 • d 7 , , i 1 lil; 1 '? d 16 1 17 • 19 ,9 eo ' et.' re l li 1: o 36480 , . •. 1 • 15,) . s.: .f 101 31- r l 1 if !n r., ,019 EI1'0, > II j j I j !I L I li ,( 1 ,1 L: ia1 Soy_ 1. _I • I _ IO2NO - 4 . 5.7 a r 703 100 1-l- . 1 SST116 o I, ' ': ' • ! • 1 s . . , ..j • n )19 11 1 1 d T 6• ' • •I, • 1 , t61 1 1 ( {�17 16 i . 1 /,2 1 eli 44 iLD I. 4 LOCATION MAP NOT TO SCALE Panel: 0093 Flood zone: X Date `of 05/21/99 Completion date: 05/24/99 Survey number: G -20042 The East Y2 of Lot 21 and all of Lot 22, Block 15, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami Dade County, Florida. Certified to: Randy G. Griffin; Richard Gonzalez, P.A.; Attorneys' Title Insurance Fund, Inc., its successors and/or assigns. :Property Address: 185 N.E. 100 Street Miami, Florida 33138 LEGEND F.N • R M C CL ENCR C.M F.I.R. F.I. P. R/W N&0 D. E U. f. FD. P :.ctv.c a H.L. P.P. TX CA TV W. M. TEL. CM= B.R. CH RAD N. R. A/C B.M. C. B- C. •SIGNED BOUNDARY SURVEY W0OD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR fNCRDACHM£NT CENTERLINE CONCRETE PROPERTY LINE CO NCRETE MON F OUND IRON R00 UMEN FOUND IRON PIPE RIGHT OF WAY NAIL & DISC DRAINAGE EASEMENT UTILITY EASEMENT FOUND • PLAT ASPHALT OVERHEAD UTILITIES POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES VRE BE ERED RE RENCE CHORD RADIAL NON RADIAL AIR CONDITIONER BENCH K CATCH BASIN CALCULATED D.B. D. D. H. D/W ESM 7 E.L. F.F. F. C M. F.P.K. L L.A.£. M. H. N. T. 5. O.R. 0 R. B. P. C. P. P.R. M. PG. PVMT. F.B. P08. P.O. C. P.O.L. P.C. P.R. C. P. T. R. ROE. S. L R. S/W T.B.M T.0.8. TYP. W.C. 10.50 CENTRAL ANCL£/DEL TA DEED DESCR IPTION OR DEED DRILL HOLE DRIVEWAY EASEMENT ELEVATION FIN /SHED FL OOR FOUND CONCRETE MONUMENT FOUND PARKER -KALON NAIL LENGTH LIMITED ACCESS EA SE WWI MANHOL NOT TO SCALE OFFICIAL RECORDS OFFICIAL RECORDS BOOK PERMANENT CONTROL POINT PERMANENT REFERENCE MONUMEN7 PAGE PAVEMENT PLAT BOOK POINT OF BEGINNING PO /NT OF COMMENCEMENT POINT ON LINE POINT OF CURVA POINT OF REVERSE CURVE POINT 0f TANGENCY RADIUS (RADIAL) ROOF OVERHANG EASEMENT SET IRON ROD & CAP SIDEWALK TEMPORARY BENCH MARK TOP OF BANK TYPICAL W7 TNESS CORNER EX /S7 /NC £Lf VA now GENERAL NOTES: 7) LEGAL DESCRIPTION PROVIDED BY OTHERS 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLA T 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WE'RE NOT LOCATED. 4) WALL TIES ARE TO THE FACE Or THE WALL. 5) NOT VALID UNLESS SEALED WITH THE EMBOSSED SURVEYORS SEAL. 6) ONLY VISIBLE ENCROACHMENTS COCA TED. 7) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED 8) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 9) FENCE OWNERSHIP NOT DETERMINED. 70) 77) ELEVATIONS IF SHOWN ARE BASED UPON N.G. V.D. UNLESS OTHERWISE NOTED. BEARINGS REFERENCED TO LINE NOTED AS B.R. 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECT /ON. SIGNED • STATE OF FLORIDA RALPH SWERDL OFf REGISTERED LAND SURVEYOR NO. 347 1 SIGNED / ' - STATE OF FLOR /DA CARL MICHAEL S R(C1 f )RED LAND SURVEYOR NO. 3762 ■ ND£ GUILAR - REGISTERED LAND SURVE NO. 5577 THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONL Y EXCL USIVEL Y FOR THIS USE BY THOSE 70 WHOM/ I7 IS CERTIFIED. THIS SURVEY /5 NOT 70 BE USED FOP CONSTRUCTION. PERMITTING. DES/GN'01R ANY OTHER USE WITHOUT THE WRITTEN CONSENT OF FIRST FINANCIAL SURVEYORS. INC. - 1 1 STATE OF FLORIDA First Financial Surveyors, Inc. 7700 North Kendall Driv• Suite 409 Miami. Florida 33156 (306) 271 -3856 Fax (306) 271 - 8499 386 Aulin Avenue Suite 3 Oviedo. Florida 32786 (407) 977 -7010 Fax (407) 977 -7020 1187 Vultee Boulevard Nashville. Tennessee 3721 (816) 388 -8432 FAX (816) 366 - 84 77 COMPANIES AND AFFILIATED L.H. '6387 Nationwide: 1 -600- 227 -2886 Pax 1 -80D- 227 -2881• W Z 90'02'43 330.74(P) 330.71(M) 0.18' • •• • • • • •• • • ••• • • • ••• • •' : r ' �a 4- . 101st STREET • • - . :I ' •1 I I I I • • 14 r13 12 • 1 9 1 8 1 6 • • • • • • •• 0.20' 4 �� 0 0 • • . _ � • .. •gfREET •• - •- -. • • • •. • • • • • ••• •• location Map Scale: 1" = 200' 0 0 V7 cn m 0 5'H Woo Fence 89'.38'58"(M) .15 S • r• , J • . :•• • r••l• • • r• I • I• • r • j �� 16 17 18 1 19 .a C V, U Grass 90'07 n .w ▪ / • s. o% FF: 10.68 (Sunken Living (Utility Room) ;11.50 % %n I I L i I Brick 15' Alley by Plot 10' Asphalt Pavement 21.90' Pla ter Brick 10 "(M) 5'H CBS Wall #185 1 Story CBS FF: 11.56 //,14.50// Lel Pool I 7 I 23 75.54(M) 75.00(P) 2'X2' Rock Tile Room: 11.03) (M) 75.00(P) Grass 5' Concrete Sidewalk 21' Gross Parkway 0i 21' Asphalt Pavement NE 100th Street 2 3 4 5 O co '1 M `� 0.07' 5'H Wood Fence 90'11'58 "(M) Gross 1 � 2.50 rn 90'01'54 "(M) 10.06' 0 c a) LL 0 O 0 in ay O O 1ri 1r) O et SUBJECT PROPERTY .79' Fnd PCP .07 South 49.94(M) LEGAL DESCRIPTION: The East half of Lot 21 and in Plat Book 10 at Page 70 Underground footings were not located. ... . • • ••• • • • •• •• • • • •• •• • • • • • • • • • • . • ••• • • • all of Lot 22, Block 15, y;�iaQ1i Shojes :Se4tipn:L AQlendeZ, according to the plat thereof as recorded of the Public Records of Miami Dade County, Florida. ••• • •••• SURVEYOR'S NOTES: • • • • • • • • • • • • • • • • • • • • • The client provided the legal description to this surveyor. . ' •• ••• •• • No encroachments were noted by this survey, except 4s shown Lereon. • • •• • • • • • • • • • • • • •• • • • • • • ••• • •• • • • • •• • • •• ••• • • • • • •• The ownership of the fences and /or walls as shown hereon was not determined. Any notorious evidence of occupation and /or use of the described parcel for Right —of —Way, Ingress or Egress is shown on this survey drawing. However, this survey does not purport to reflect any recorded instruments or Right —of —Way other than shown on the recorded plat or stated in the legal description as it appears on this drawing. Easements, Encumbrances or Restrictions, if any that do not appear on the face of the underlying Plat of Record have not been provided and are not reflected hereon. Only those utilities witnessed by visible appurtenant evidence hove been located. There may be other underground utilities in addition to those evidenced by visible appurtenances shown on this sketch. The National Flood Insurance Rate Map for Florida Community Panel No. 120652 0093 J, FIRM Date 01/20/93 and Revised with an effective date of 03/02/94, published by the United States Department of Housing and Urban Development, delineates the described land to be situated within Zone "X ". Elevations are referred to N.G.V. Datum (1929). Elevations are based on a Miami —Dade County Benchmark #N444, located 50 feet north of centerline of NE 98th Street (from the west) and 35 feet west of the centerline of North Miomi Avenue, 25 feet north of the centerline of NE 98th Street (from the east). The some being a PK nail and brass washer. Elevation: 10.79 feet NGVD. Differences are noted as compared to calculations from the record plat and are shown as plat, measured, record and /or deed. This survey is intended for the use of the parties to whom it is certified to and for. Any surveyor retains an original to verify these dated contents for validity. Certified to: Fred Newman, Shoron Grosshart, Garden Title Corp., and Attorneys Title Insurance Fund SURVEYOR'S CERTIFICATE: TRIANGLE SURVEYING & MAPPING, INC. John Liptak State of Florida Professional Surveyor and Mapper No. 5664 1 A I Add existing elevations This Survey is not valid without the signature and original raised seal of a State of Florido licensed Surveyor and Mapper. This sketch shown hereon in its graphic form is the record depiction of the surveyed lands described herein and will in no circumstances be supplanted in authority by any other graphic or digital formot of this Survey. This map is intended to be displayed at a scale of 1 " =20' or smaller. At the maximum intended displayed scale the survey and sketch's positional accuracy volue occupies 1/20" on the display. The undersigned, a Professional Surveyor and Mapper, duly authorized to practice under the laws of the State of Florida hereby certifies to the herein named firm and /or persons that the "BOUNDARY SURVEY" of the herein described property is true and correct to the best of our knowledge and belief as recently surveyed and plotted under our direction. I further certify that this survey meets the applicable "Minimum Technical Standards" requirements as set forth by the Florida Board of Professional Surveyors and Mappers under Chapter 61 G -17 -6 Florida Administrative Code, pursuant to Chapter 472.027 Florida Statutes. ABBREVIATIONS: P M H FND FIP FRB PCP CBS 2. = PLAT = MEASURED = HEIGHT = FOUND = FOUND IRON PIPE = FOUND REBAR = PERMANENT CONTROL POINT = CONCRETE BLOCK & STUCCO 1 19/14/2005 N N 0 v 0 bl) .1 —ad CJ) L -I EL) L CJ) A L 0 n O A c.D L g O —0 L C N O CD �1— O 0 O w co 9, r) m J LO LO 0_ N N Q N m z 0 f 1n W 0 z z 1 `Si z13- «4 • • ... • . • • . ... ... • • • • ..• • • • •• •. • • • .. .. • • • .. .. • . • • .. .. • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ..• • • ... ••• • • ••. • • • • • .. • • • .. .. • • • .. • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • • • • •• • • • • ••• •• • . • • • • • • •• ••• • • • • • •• 76" MAX. WINDOW HEIGHT 5 3/4" MAX. I- 13" -6-1 MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL-1889 & FTL -3739 ig VENT SIZE; 50 1 x 38 1/4" 6" MAX. 8" MAX. AT MTG. RAIL 13 1/8" MAX. O.C. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: 2.) CONFIGURATIONS: 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) COMPARATIVE ANALYSIS TABLE: GLASS A. 5/16" LAMINATED (1/8 "A,.090,1/8 "A) TYPE: B. 5/16" LAMINATED (118 "HS,.090,1 /8 "HS) C. 13/16" L.G., 118"HS, 3/8" SPACE, 5/16" LAMI (118 "A,.090,1 /8 "HS) D. 13/18" 1.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI 1/8 "HS,.090,1 /8 "HS) WINDOW WINDOW HEIGHT FTL -1889 FTL -1889 FTL -3739 FTL -3739 WIDTH 28.500 37.000 53.125 A D,D A B,D C 38.375 86.7 66.7 66.7 68.7 68.7 66.7 68.7 -80.0 _ -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 A C 66.7 -80.0 68.7 -80.0 50.625 63.000 68.1 66.7 66.7 66.7 66.7 66.7 63.4 68.7 63.4 -80.0 86.7 -80.0 _ 66.7 - 80.0 66.7 -80.0 _ 68.7 - 80.0 66.7 -80.0 66.7 -63.4 47.9 -80.0 66.7 -63.4 58.7 -80.0 -80.0 -80.0 _ -69.8 -80.0 -80.0 -47.9 -80.0 -58.7 76.000 66.7 66.7 66.7 57.2 66.7 66.7 48.3 66.7 54.5 -80.0 -80.0 -80.0 -57.2 -80.0 -78,1 -48.3 -80.0 -54.5 Robert L. Clark, P.E. PE 039712 St oca,ral A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) - LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS; 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) . LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D GLASS, 3/8 " AIR LAMI I.G. SPACE ND /16 F GLASS (.090 STRENGTHENED INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. OX 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 F. Z' 613/03 0-ADO GLASS TYPE & TA& R81.1 Dot Rel.a onr. 03/26/03 C -ADD 13/16 LG. Retied By: Date: Rev /star*: F.K. 10/11/01 TB, TABLE, EXTR. Rsysd By: 1700: - Revtslo+*: D. B. 8/18/98 D.B. Omelet/on: ELEVATION & NOTES ride: ALUMINUM SINGLE HUNG WINDOW Serlse/ModN: SH -701 %9/98 Soots: NTS Sheet: 1 of 5 1110DUCT Wane aseiiIlisYAdr MINIMS ),nettle: Droving No. 4040 c .090 INTERL AYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/8". HEAT STRENGTHENED -GLASS - 3/8" AIR SPACE 13/16" NOM. REFERENCE TEST REPORTS 1/8" ANNEALED OR -0-- HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAILS FTL -1889 & FTL -3739 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS�A -•— 5/16" LAMINATED !�1 H 3?J um. • ' 63 -T5 GED FRAME SILL Alum. 6063 -T5 GED FRAME JAMB (Alum, 6083 -T XED MEETING RAIL (Alum. 6063HS -T54 P RAI . . u :. • 5 -254 612225 612228 612227 4054A 654PFM x .625 P LT. 0. at vent - •ttom - ail 1 •er Glozr . :clad U• :- 1121131 IMO L: liti lIer ll%PP_]_ r pr_l_inuariarei 11 .; ■ h L.l- 'a .Ri'i1IL 1201♦11:WMMEIF 0 fra mbe ':Mra 1 ALUMAX VIA • <.i. )• ; :~ ii--M' 3t?:11a11• 1v- "' 270 x 70 FlN ® vent Iambs & von op ra ��.'I� a,,�te• Q N �e • H F Ut � E1 1 v , u • .5" f •. bot. ma PC Q1• 1-M tilAC u :. i5. X114 Fit o • e,. r a• =1•VI Tl.'►'t' ILI FIAlL1- i3![•: MZ ILIIIIII111111111111111fr14:4T1411101(4:ME3`IT ILT : M I•Ia ►� �=i��N BI: -!,� WO [F�l L ^ t F INt�;[i1 �MORa ]��' ri1 FT7t'SIU .a7 T_PT• ��: Cnial11111111111111111[3YT•7A1111i3 rama tL'1Z1IFIAILVN ... _ If - .. iil l:i•;�> 7��• IIE [1 AN12i� :1 147M3i1�W1 � 4067 6 I1 I��1!a' : 067 16 LAMI I.G. Vi- 1 8 HS & 5 16 I W Q3 Q OR SPACE PGT " 'g (2) x .23 0 BACK OFlN SEA }{ S G 1060 W/ ' • (d MEETING RAIL DUPONT PV9 INN S � LAYER LEGEL OR EQUIV. 2 - ' NG SILL LATCH OPTI 64009 Robert L. Cleric P.E. PE 939712 ITEM DESCRIPTION V.T. CE, ULT 13 16" LAMI I.G. GLASS L > 40 r. 9 -1 2 WELL (1 8 HS & 5 16 LAMI W/ 3/8" AIR SPACE). PGT / .090 SOLUTIA OR DUPONT PVB INNER LAYER 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O, 80X 1529 NOKOMIS, FL 34274 Dram et: D. 8. Oe. riptkn: PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW S rfes/Mod l: SH— 701 QTY. / LOCATION VENDOR 11.. E11E�I�T +•. �.� . ..r..� <J. 6/ Revltlon.: 0-ADO GLASS TYPE REM 36 Revision,. C —ADD 130 -135 ~Wens: TB, TABLE, EXTR. VENDOR # AF- 2 AF-1 2226 A -12227 4054A 64006 - 12230 - 3 AF- 45 1 lP PLASTICS —2 11!Wrh•?0r911111111111111 :9: C)S' Drawing No. of 5 4040 PGT.214.XX 64009 • 76.000 MAX. HEIGHT .737 INACTIVE EXTERIOR ROUGH OPENING 2.784 2.784 —+1 ROUGH OPENING L .500 34.500 DAYLIGHT OPENING ® 34.500 DAYLIGHT ACTIVE OPENING 2.330 VERTICAL SECTION INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING OPTIONAL FXTERIOR INTERIOR Robert t.. Clark. P.E. PE 039712 Structural 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION END ES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F K 6/3/03 0-ADO GLASS TYPE ITEM 36 F.17 %26/03 0-ADD 130 -135 Revd 8y: D Drown 8y: D.B. Deter 10 11/0/ 8 18/98 22 9/98 SE CTIONS 'RUE ALUMINUM SINGLE HUNG WINDOW Serias/Modef: SH -701 PRODUcTIEVIIIID ui NTS � AB LE, EXTR. Revisions: shut 3 or5 Drawing tie. 4040 Rev- D .737 2.784 i .062 n n r j 1 -4--2.274---401 1.187 r +- 1.451 ir .490 J .062 L .705 ALUM. 6063 —T5 ALUM. 6063HS —T54 .655 T REFERENCE TEST REPORTS: ,FTL -1889 & FTL -3739 1.350 �»-- ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. 6063 —T5 .062 ALUM. 6063 —T5 .413 --01 t-*- 1.165 1-+- 1.348 ALUM. 6063 —T5 4 Robert L Clark, P.E PE 939712 Structural 2.710 -4-- 1.523 -•-) 1.023 -401 1.123 [...— ALUM. 6063 —T5 INDU 1070 TECHNOLOGY DRIVE NOKOMIS, F1 34275 P.O. BOX 1529 . NOKOMIS. FL 34274 .062 TRW ALUM. 6063 —T5 Fir F/. Sertea /Mode: SH -701 6/3/03 03/26/03 EX TRUSIONS Scalar NTS ALUM. 6063HS —T54 .683 1.097 1-0-- D -NO CHG THIS SHT Ro door. C-ADD 130,33 CHG 14,5 I d Doty. Rsvfafonx F. K.. 10 1 1/01 TB, TABLE, EXTR. D B. 8118/98 D.B. Damn 2/9/98 Suet: 4 of D 2.029 ALUM. 6063 —T5 MOM IMMO aa• r.� 1r1k ALUMINUM SINGLE HUNG WINDOW 4040 1 x WOOD BUCK >7 ' • • ►,e• • • r_ . TYP. HEAD TYP. SILL • • ; • 1.250 .250 MAX. 1/4" TAPCON .250 MAX. 2 x WOOD BUCK 1/4" TAPCON ( ' x111 #12 PANHEAD REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 • • TYP. HEAD 1.500 1.500 TYP. SILL .250 MAX. #12 PANHEAD .250 MAX. 2 x WOOD BUCK 50 //i/AeA Robert L Clark, P.E. PE #39712 &ruching 1/4" TAPCON •••. I� e • d .250 MAX. TYP. JAMB I 111UT ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Pt. 34274 1.250 --{ 1.250 1 x WOOD BUCK RIZ Drown t3y: Q.B. PRODUCT REMO_ ? 1 L .•. 1 Dare ~eons: 6/3/03 CHG THIS SHT 03/26/03 C —NO CHG THIS SHT. 19 / 11/01 07 8/98 29/98 ANC HORAGE R : I ABLE , E XTR. Revisions: MAX. TYP. JAMB ALUMINUM SINGLE HUNG WINDOW Sates/Modi$ - Seals: Sheets Drawing No. SH -701 NTS 5 of 5 4040 ., BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 373 -2901 PAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02,with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.fi., bearing the Miami - Dade County Product Control Revision stamp with the Nntice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, suite and following statement: "Miami - Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 reyises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E-2, as well as approval document a ;� • e. The sub reviewed by Manuel Perez, P.E. ocF ° NOA Nn (13.0 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED x x GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF x 0 SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" - ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PV3. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT W111-1 A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F - SHEET 4. F. FOR a z "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR i "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL` -WS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX. 141/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 Ravfd Oat.: Revkfonf: F.K. 3/17/03 A Rand By Date: Revicbns F.K 3/25/03 B ft-sad 0y: Revision:: C be-soon er: Oa • Checked fly Dore; F.K. 12./17102 • REVISE ANCHORAGE NOTE 4 ADO 13/16" I.G. 8 M7VE GLAZING DETAILS TO SHEET 2 NO O-ANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3 0 x 0 x CONFIGURATIONS OPTIONS 0 x 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES �Ean: NOTES AND TABLE OF CONTENTS T7sr ALUMINUM CASEMENT WINDOW, IMPACT SerMrMnQaf CA -740 Sane shear NTS 1 d 12 Drawing lb. 7045 -8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 Rae. C PRODUCT REVISED M3 complying wl& the Florida Bolding Code Acceptance No E s radon Date 9 .! 0 ..W111,40 • By d/1.' !bami Product Dirlu . 74o4 >> Lucna A. Tumer. P.E. PE 1058201 Mechanical .090 SOLUTIA OR DUPONT PV6 INNER LAYER 1/8" ANNEALED GLASS � H. - 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE rui 3116" HEAT STRENGTHENED - '�' - GLASS 7/16" LAMINATED _ GLAZING DETAL. .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS --- .65" NOM. GLASS BITE t 13/16" I.G. GLAZING DETAIL 13/16" 5116" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 46 .65" NOM. GLASS BITE PRODUCT REVISED as comp!)ing with the Flotilla Raiding Cods AcceI,taiCe No E • ration Date By /J . Miami + Product Control Di 0 02 Raved ey FK. Revd 8y. FK Revsd t►y Da»: 3/25/03 Ra.isionr. 8 Van: 7/10/03 Doh ReWsio s' O'er 8r: Dor ChocJtedBy. Dale: F.K. 03/2503 REDRAW GLAZING DETAILS 5 ADD 13/18" I.G. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better to GLAZING DETAILS TAN: ALUMINUM CASEMENT WINDOW, IMPACT CA -745 Sir Scoot NTS 2 of 12 &IMMO Ma 7045 -8 Rev. c C r/ 4o, ; Lucas A. Turner, P.E. PE 458201 Macherrical /-1 112" CENTERLINE f 1 1/2" R.nd Bt F.K Rend Br F.K. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. $ Ds* 317033 base: 3/25/03 Brad Br 0.18: F.IG 700/03 4" MAX. 4" MAX. -- Rr abin A 'tbMebrai: B ,tee C Oman BY o r: Checked By 17a: F.K. 12/17/02 ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -+- DAYLIGHT OPENING L 37" MAX. VENT TYP. 7` 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NO 4) 13" MAX. O.C. ►— a 60" MAX. FIXED ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADDHINGE LOCATION DETAILS ANCHOR LOCATION TYP. 134" MAX: WIDTH 53" MAX. DAYLIGHT — OPENING 0 4" MAX. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O: SOX f529 NOKOMIS, FL 34274 " DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. t X 4" MAX. 4" MAX. 30" MAX. DAYLIGHT -- OPENING a.+.raoaet CA -740 i 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT NTSI 3 d12 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING .. — — SEE METING RAIL/DETAIL TYP. (2) X 141 /2" MAX. O.C. TYP. ELEVATION "B" 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 6 NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / 1 - I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) Oraaigkn " XX " & "XOX" ELEVATIONS nh ALUMINUM CASEMENT WINDOW, IMPACT &ming No 7045 -8 re f 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1 PRODUCT REVISED as complying with the Florida Bra iding Code Acceptance No 0 •O..!1. E • • Otte ,!Vr! : , . , By /1 ... •O i _ Miara Div 2/0/x2 Lucas A. Turner, P.E. PE 058201 Mechanical /1 1 1 1 � O SEE ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. -J o.c. 4" MAX. 4" MAX. L.. 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING `, X ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX. TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 4" MAX. 14 1/2" MAX. O.C. VENT HEAD 8t SILL ONLY 65" MAX. DAYLIGHT OPENING I 141/2" MAX. O.C. DENOTES HWGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE Hf'4GE DETAIL SHT. 4 72" MAK. HEIGHT SEE MID -SPAN ANCHOR DETAL SHT. 3 TYP. (2) 13" MAX. 1 LL.- MAX. - J o.C. 4" MAX. 37" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING 4 J J f _J ! L _ 141 /2" 4 " MAX. 1---- MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 56" MAX. DAYLIGHT OPENING 30" MAX. 53" MAX. -- DAYLIGHT DAYLIGHT ()PEKING OPENING 37" MAX. VENT 63" MAX. HEIGHT I- -- - 13" MAX. O.C. 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. o.C. 1 56" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. TYP. (2) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) - I 13" MAX. O.C. By Maui Dins 1 _ 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as comniyiag wish the Florida Redding Code Accept:mce No E. iration Date 9 , 11/. e Product Coitr �--- , '740/03 Raved By: F.K. Barad By F.K. Nand By: F.K. Dare: 3/17/03 Rw wens: A Date: 3/25V3 7/10/03 Cra"n Or Refs: � G7,edrea Br: Dam: F.K. 12117/02 F.K. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1579 NOKOMIS, FL 34274 D•ect}iaon: "X", "0', "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT aenwaedet CA -740 snow glut NTS I 4 12 a,.W U Na 7045 -8 Lucas A. Turner. P.E. PE 058201 Mechanical ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) B. 5;16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/1 G OPTIONS: B,E A B,E A B,E A 4 B,E A B,E A 9 NEG POS NEG POS NEG PO NE G -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0_ -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 , - 0.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 - 90.0 -90.0 -90.0 - 75.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 7C.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 70.0 "x" WIDTH 19.125 24.000 26.500 26.000 31.000 36.000 30.000 32.000 34.000 B,E -75.0 70.0 -75.0 36.000 A -75.0 70.0 -75.0 B,E -75.0 70.0 -75.0 37.000 A -75.0 70.0 -75.0 B,E - 75.0 -75.0 A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -73.7 -75.0 70.0 - 75.0 70.0 70.0 70.0 70.0 38.375 43.000 P • S NE P1 70.0 -75.0 -67.9 - 75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.0 48. NEG - 90.0 -90.0 -90.0 -90.0 -83.6 - 90.0 -68.4 -90.0 -61.8 - 90.0 -65.5 65.5. -57.5 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 -70.4 70.0 -60.4 60.4 -54.3 67.9 -59.0 59.0 -52.8 70.0 -75.0 70.0 -75.0 HEIGHT 000 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50.625 54.000 NEG POS NEG POS -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -54.9 -75.0 -51.1 - 75.0 - 49.9 -75.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 70.0 -75.4 70.0 -90.0 54.9 -51.8 70.0 -75.0 51.1 -47.9 70.0 -75.0 49.9 -46.4 70.0_ -75.0 "X" WINDOWS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 NE P -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0_ TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 . V 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 (1/8" 60.000 NEG POS -90.0 -90.0 -89.6 -90.0 -69.9 - 90.0 - 56.2 -90.0 -50.4 -90.0 ,-45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 70.0 70.0 70.0 69.9 70.0 & 56.2 45.2 70.0 42.2 70.0 41.1 70.0 E,5/16" LAMI -W 63.000 66.000 69.000 72.000 NE POS NEG PO NE POS NEG PO -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.3_70.0 -84.2 70.0 -90.0 70.0 -90.0 70.0 - 67.8 67.8 -66.2 66.2 -90.0 70.0 -90.0 70.0 -53.4 53.4 -51.3 51.3 -90.0 70.0 -90.0 ' 70.0 - 47.7 47.7 -45.6 45.6 -90.0 70.0 -90.0 70.0 -42.4 42.4 -75.0 70.0 -39.7 39.7 -75.0 70.0 -38.6 38.6 -75.0 70.0 1/8" S,.090,1/8" -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 - 90.0 - 81.7 -90.0 -63.7 -90.0 -63.9 -90.0 -58.9 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 70.0 50.4 70.0 63.9 -60.0 70.0 -90.0 58.9 -56.1 70.0 -90.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH I -90.0170.0 COMPARATIVE ANALYSIS TABLE 3 26.000 NEG POS -75.0 70.0 "XX" WIDTH 37.000 A 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A 43.000 48.000 NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0_ BASED ON 1/4e TAPCONS OR #14 SCREWS 50.625 NEG POS -75.0 70.0 54.000 NEG POS -75.0 70.0 36.000 38.375 NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0_ PT1 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 _ 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 655 604 59.0 HEIGHT -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 (1 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 - 75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 "XX" WINDOWS 70.0 70.0 70.0 69.6 63.9 58.9 54.9 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -51.1 51.1 -47.9 - 49.9 -46.4 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57.000 NEG POS -75.0 70.0 -75.0 - 75.0 -72.1 -63.0 -58.5 - 53.8 -48.6 -44.8 -43.5_ TEST REPORTS: FTL -3582 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.000 NEG POS -75.0 70.0 70.0 -75.0 -75.0 -69.5 - 60.8 -56.2 -50.4 - 45.2 -42.2 -41.1 70.0 69.5 60.8 56.2 50.4 45.2 63.000 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 42.2 41.1 "XK" WINDOWS TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS GLAZING OPTION: B. 5/16" LAMI (113 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/13"HS,3 /8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -75.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -91 TEST REPORTS: FTL -3582 FTL -3729 70.0 x x x NOTE: IF USING 3/16 "TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX' WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying with the Florida Rui ding Code Acceptance Na E 'rx:ius Efate 3 Roved Bic Dale: F C 3/17,03 Rend Br: Dry F.K. 3/2503 RenaBr F.K. brawn ay now F.K 12/17/02 aal.: 7/10/03 Revisions: A Rookies: B Revisions: C 'c'�ted Br REVISE TABLES 1 AND 3, GLASS TYPEA ADD GLASS TYPE E TO TABLES 18 4 NO CHANGE THIS SHEET Date: W70 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PIS ALUMffVUM CASEMENT WINDOW, IMPACT NTS Onming No. 7045-8 Lucas A Turner, P.E. PE #58201 COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4 "TAPCONS OR #14 SCREWS "0" & "1/4 - 1;2 - 114 X0.m" WINDOWS TEST REPORTS: FTL -3582 -3582 -3729 GLAZING OPTIONS: ' A. 5/16" LAMI (1/8"A,.090,1/8" S; E. 13/16" LAMI (1/8 "HS,3 /8" SPACE B. 5/16 LA 1 8" ,. • • , /8' ' ) 1 • I (3/16 "A,.090,3 /16 "HS) 5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS HEIGH FTL FTL "0" WIDTH "XOX" WIDTH 26.000 31.000 36.000 38.375 43.000 48.000 50.6 ~f 54.000 57.000 60.000 63.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36.000 72.000 'A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 70.0 -90.0 , 70.0 i -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.01 70.0 37.000 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.8 67.9 -59.0 59.0 -52.8 528 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.01 -36.5 70.0 36.5 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62:1 -55.7 55.7 -49.8 49.8 -46.9 46.9 - 43.6 43.6 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , C 1-90.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -62.4 70.0 62.4 -90.0 -58.4 70.0 58.4 -90.0 - 63.3 70.0 63.3 -90.0 -56.4 70.0 56.4 -90.0 -53.4 70.0 53.4 -90.0 -50.0 70.0 50.0 -90.0 -46.9 70.0 46.9 -87.4 -44.3 70.0 44,3 - 83.2 -41.9 70.0 41.9 42.000 84.000 A -75.0 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 543 54.6 - 59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 738.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70,0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 87.3 - 64.1 64.1 50.500 101.000 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 -39.2 39 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 - 63.5 63.5 -60.5 60.5 53.125 106.375 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 - 50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 - 36.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -72.4 70.0 108.000 C A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 58.2 -90.0 -47.9 70.0 47.9 -90.0 -44.5 70.0 44.5 -88.6 -49.1 70.0 49.1 -76.4 -45.3 70.0 45.3 -71.1 -43.4 ; 70.0 43.4 - 66.5 -41.9 66.5 41.9 -63.0 -39.8 63.0 39.8 - 60.0 -37.6 60.0 37.6 -57.3 -35.9 57.3 35.9 54.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 - 75.0 70.0 -75.0 70, 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 _ C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70, 0 -70.1 70.0 - 65.4 65.4 -61.8 61.8 -59.1 59.1 - 56.4 56.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 -43.3 43.3 - 47.5 -43.9 43.9 42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70,0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70 0 -68.4 68.4 -63.6 63.6 -60.1 60.1 -57.5 57.5 -54.8 54.8 57.000 114.000 A -75.0 70.0 -56.2 56.2 - 44.8 44.8 -42.1 42.1 - 46.2 -42.5 42 5 .41.2 41.2 -39.8 39.8 -38.5 38.5 - 36.7 36.7 - 34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.8 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70 0 - 66.7 66.7 -61.8 61.8 -58.7 58.7 -55.9 55.9 -53.2 53.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 - 1 4.8 44.8 -41.3 413 -40.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69 0 -64.9 54.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 120.000' A -72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 - 63.3 53.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 Rend B EWE F K. 3/17/73 Rer®daj.: F.K. Rowed or F.K Orson Or F.K. TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ALL "O' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH -90.0 70.0 Revision,: A REVISE TABLE 6, CLASS TYPES A & C ADDGLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET "0" & "1/4- 1/2 -1/4 XOX" WINDOWS GLAZING OPTION: D. 7/16" _AMI (3/16 "HS,.090,3 /16 "HS) 1070 TE%HNOLOGYDRIVE NOK71'.f1S. FL 34275 P.7. BOX 1529 NOKOMIS, FL 34274 'Dew: 3/26!03 Oafs: 7110/73 Dale 12/17/02 Rev ,Ions: 8 C - Mooted Sy: TEST REPORT: FTL -3580 O PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOVY, IMPACT S.r,AtbdY: Sc * Shoat diming No. CA -740 NTS 6 a 12 7045 -8 C 1 4 X 1 2 0 4 X 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Florida 13:tiding Code A reptancC No �. )irdtioa l to By 114 . Minsa 't Di vi y G/ +740/0 3 Lucite A. Tumor. P.E. PE 058201 Mods ar.ica: COMPARATIVE ANALYSIS TABLE 8. BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZI G OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 EG POS NEG POS NEG POS NEG PAS 1 E POS NE POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5. 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 =60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 582 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & 9/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,318" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "113- 1/3 -1 /3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.0 1 70.0 TABLE 10. (BASED ON 1i4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1 /3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7 /W' LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR'XO" OR "OX" AND 'XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 X PRODUCT REVISED Bs complying with the Florida Dui:ling Code Acccptimce No E 'itttioa Ode By 1■Thom rXs4' ;., . e Product C `7 / /U /o Read By.. F.K. F.K. item: By: Re,w BT F.K Date: 3/1T/73 DORE 3/25/93 a 03 Redeems: A Revisions: e Reddens: C Drawn , By: 0a ?eeditea BT Dale F.K. 12/17/02 RENSE TABLE 8, GLASS TYPEA ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET 1070 Ttyh1NOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOK?M/S, FL 34274 . Visibly Better Oeswiate: PRESSURES - XO, OX, & 1(3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Ddc Sheet CA -740 N 7 12 7045 -8 Rite C Lucas A. Tumor. P.E. PE lt58201 Medianicat COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR t14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 X O X G LAZING OPTIONS: A. 5116" LAMI (1/8"A,.0 E. 13/16" LAMI ' • B. 5/16" 4! :'' , .I • s . 7 16' (3/16 "A,.0 /16 "HS) (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS FTL -3582 FTL -3729 "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.0 36.0 38.375 43.000 -- 48.000 50.625 54.000 57.000 60.0 63.000 UNEQUAL UTES NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A - 75.0 0 0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 X O B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 86.919 24.000 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 '70.0 UNEQUAL UTES C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 • 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 0 - X -' C -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 , -81.9 70.0 -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 63.3 -63.1 63.1 UNEQUAL UTES 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 33.6 -36.6 36.6 B,E -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 _ C -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 , 70.0 -90.0_ 70.0 -90.0. 70.0 -€5 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 , -58.4 53.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000. 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 130.000 • 35.896 58.209 A B,E -74.4 -75.0 70.0 70.0 -43.6 -75.0 43.6 70.0 -41.2 -75.0 41.2 70.0 -45.1 -75.0 45.1 70.0 -41.5 -75.0 41.5 70.0 -40.4 -75.0 40.4 70.0 -38.9 -75.0 38.9 70.0 -37.7 -75.0 37.7 70.0 -36.2 -72.4 36.2 70.0 - 34.3 -68.6 34.3 68.6 PRODUCT REVISED es ceropbingwith the Ftou1 a ac lz;;c', nfl , ,, , j E pirat3an Date ! ►•r O � B 41 " . . M' M. Dade P nct w., Div i' C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65:3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 ' 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 _ -69.1 69.1 -65.1 65.1 -605 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 37.000 A 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7_ -35.5 , 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 _ - 63.3.63.3 -59.1 59.1 _ -55.9 55.9 -53.0 53.0 -50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 /: .L' GLAZING OPTION: D. 7/16' LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGI- WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED T041.3 P.S.F. _ 7 % c ' / R.hd B F.K. D. 3117/03 Ransoms. - A REVISE TABLE 11, GLASS TYPES A & C 1070 TECHNOLOGY DRIVE NOtiOMIS, FL 34275 PO. BOX 1529 NO117MIS, FL 34274 - • o«a pbon PRESSURES- UNEQUAL CONFI G, XO, OX & XOX Rand Br: F.K. - Dad 3/25/03 Ftovisioru: B ADO GLASS TYPE E TO TABLE 11 Tale' ALUMINUM CASEMENT WINDOW, IMPACT Lucas A Turner. P.E. PE #501 Merhan? " F.K. Dm: 7/10/03 R. : C NO CHANGE THIS SHEET Visibly Better s � NTS 8 a 12 7045 -8 R. brawl Br F.K. Om: 12/17/02 Cho rimder. r: Dam: MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING O (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) L.- ww MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 Div f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRO DUCT REVISED as complying with 1be Florida Raiding Code Acceptance No E lradon Date • By .1 /. 7"i Product Castro; 7----- 74o 42'3 Amid trys F.K Now By: F.K. Rated or F.K. Date: 317/03 Dstiir /25/03 ar: 7/10/03 A 8 tames: C Dees+" eye OW: cheated Br DeR F. K. 12/17/02 NO CHG THIS SHEET ADD 13/16- I.G. GLAZING BEAD ITEM SHOW TOP HINGE 1070 TE :HNOLOGY DRIVE NOIOMIS, FL 34275 PD. BOX 1529 NOIOMIS. FL 34274 SECTIONS rir►: ALUMINUM CASEMENT WINDOW, IMPACT Swrewde CA-740 UM: Shea ~le No. Rer. NTS 9 a 12 7045 -8 C Lucas A. Tumer. P.E. PEOS8201 hto hordcat Rased Br F.K. Rene ay F.K. FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 mama ar Deed, F.K. 7/10/93 Awns "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL We? 3/17/03 3/253 "XX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL A - Revisions: 8 Reverian: C ® : #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS' 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASSY DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET SASH FRAME ASSEMBLY DETAIL 1070 TE.HNOLOGY NOOM1S, FL 34275 P.7. BOX 1529 NOK)M1S, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL sen.aaaafe CA-740 .434" 2.854" 062" NOM. 1.159" -- 2.139" --p- SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A Demsletfan. EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Scala' r Shrot. Daft No NTS 10 d 12 7045 -8 FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A Lucas &Turner. P.E. PE X58201 hk:Jtanical PRODUCT REVISED as complying with the Fri AU Bolding Coed Acccptancc No _ 'ration Dale By Div' / r... jrt ✓�i Run ITEM 2 3 4 5 6 7 8 9 10 11 12 33 40 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 41 43 44 45 46 50 51 52 53 54 55 67 _ 68 69 70 71 72 Rowel By: F.K. F.K. DWG# 7002A 1155 7008 7003A PGT. # 781PQA 1155 781 PQA 7017 67017K 7009 7024 7026 7014 1157 7SX78PPSMS 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7858ZA 710x12FP 7036 7042 1224 6TP247 1634 6163K 7006 7040 1635 331 7004A 7011 7012 7019 7018 3/17A33 Date: 3/2513 Onw 7!10/03 : A Arabs: B 'mgr FK D ++Ar D+a: Cftcte4 Byr Dave: F.K. 12/17/72 gentsions: c 61635K 60976 78x12PSTW/B 67004 712XIPPT 711573 WLDHD PARTS LIST DESCRIPTION MAIN FRAME - HEAD, S7.I. & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2"X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 410-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYFE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL. 5/16" LAMINATED (IBA & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16ES & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP . ,48 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X 1" PH. PHIL TEK. _LOCK SUPPORT PLATE LOCK SPACER JSNAP -ON T- HANDLE KNOB FOLDING HANDLE NO CHG THIS SHEET ADD 13/16' I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET 1070 TE,HNOLOGY DRIVE NO?OMIS FL 34275 P.3. BOX 1529 NOKOMIS, FL 34274 ITEM 73 74 75 80 81 82 83 85 86 DWG# 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 781PQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8X1 QUAD PNSMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" I.G.) LG. GLASS (1/8 "HS,3/8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" 1-- - .865" 1 .050" .350" ®:) CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" ---1 .865" rT I S L 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 1.000" s«rd+.bat CA -740 .125" .062" see": srwt NTS • 11 a 12 jf .172" .870" .050" .569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 -1 1.124'r- .093" O sm*fO No. 7045 -8 1 2.701" 1 CASEMENT FRAME ASSEMBLY TUBE MATT: 6063 -T6 DWG# 7004A mss n: PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT .993" r_.289" .040" INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 PRODUCT REVISED as complying with the Florida Balding Cade Acceptzn c: No E. iirationDate BY Miami Divisi Predact •74)..2 3 Lucas A. Turner. P.E. PE 658201 Mad mica/ APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) NOTES: 1/4" MAX. SHIM #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK 114" MAX. SHIM �. 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ,- 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK 1/4" MAX. SHIM 3i16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) #12 OR #14 SCREWS 1/4" MAX. SHIM -1 r __ 1 1/2* MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) ---� 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Florida Budding Code Acceptance No 'ration Date Lewd 8y F.K. rLwd By. F.K Rend By F.K Date: 3/17/03 Date: 3/25/03 Dale: 7/10/03 fimalons: A Revision.: 8 C Liman ey: Des: Chador/ By Data: F.K. 12117/02 ADDEO 914 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOK)M1S. FL 34275 1 BOX 1529 NOKOMS FL 34274 Visibly Better ANCHORAGE DETAILS Tetc ALUMINUM CASEMENT WINDOW, IMPACT Ser1esitdat GA-740 &de' snore NTS 12 a12 &SWAP PO. 7045 -8 ;7-- '74o/ Lucas A.Tumer, P.E. PE M58201 Mechanical y