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HomeMy WebLinkAboutProduct Approval (4) ;.' 4• ��.� � Y���v� '� kms .-. SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ' Contact Us BCIS Site Map i Links ! Search F1 Idda Product Approval :USER: Public User . r �a�a Product Approval Menu>Product or Aoolication Search>Application List>Application Dei C '01"" %IJ FL# FL15449-R10 RECEIVED Application Type vi Code Version UApprov4d MAR 0 3 2020 Application Status ST. Lucie County, Permitting Comments Archived >y Product Manufacturer NewSDOO Address/Phone/Email 0741e Blvd. to 5813) danochstein@newsouthwindow.com Authorized SignatureVivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory tiding Exterior Door As em lies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer @ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLIS449 R10 COI (jd) Certificate of Indenendence.p-df Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1886 2013 ASTM E1996 2014 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/20/2019 Date Pending FBC Approval 06/27/2019 Date Approved 08/13/2019 Date Revised 02/12/2020 Summary of Products FL# Model,Number or Name Description 15449.1 a. 6000 Series/Model 6200 Extruded Vinyl "Non-Impact"Sliding Patio Door- (XO or OX Configurations-Nominal 8'0 x ST) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II ()Z) Inst 1544J_Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.1 for Design Pressure Ratings, any FL15449 R10 AE (b) Eyal 154A2. p_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.2 b. 6000 Series/Model 6200 Extruded Vinyl "Non-Impact"Sliding Patio Door- (XO or OX Oriel Configuration-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.2.P-df- Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.2 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.2.p�1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.3 c. 6000 Series/Model 6250 Extruded Vinyl "Impact" Sliding Patio Door- (XO or OX Configurations-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II ()2) Inst 15449.3.E Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.3 for Design Pressure Ratings, any FL15449 R10 AE (c) Eval 15449.3.g_df additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15449.4 d. 600.0 Series/Model 6250 Extruded Vinyl "Impact"Sliding Patio Door-(XO or OX Configurations-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15449 R10 II (b) Inst 15449.4.W Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15449.4 for Design Pressure Ratings, any FL15449 R10 AE (.q) Eval 15449.4.p_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.5 e. 6000 Series/Model 6400 Extruded Vinyl "Non-Impact"Sliding Patio Door- (OXXO Configuration-Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE..43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: NjA Evaluation Reports Other:See INST 15449.5 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.5.0ff additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15449.6 f. 6000 Series/Model 6350 Extruded Vinyl "Impact"Sliding Patio Door- (OXO Configuration - Nominal 9'0 x 6'8) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi_5449 R10 II (Q) Inst 15449 LPdf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.6 for Design Pressure Ratings, any FL15449 R10 AE (b) Eyal 15449.6.pAf additional use limitations, installation instructions and product Created by Independent Third Party: Yes p cu ar . 15449.7 g. 6000 Series/Model 6350 Extruded Vinyl "Impact"Sliding Patio Door- (OXO Configuration - Nominal 12'0 x 8'0) Use Installation Instructions Approved for use in HVHZ:Yes FL15449 R10 II (c) Inst 15449.7.pdf Approved for use de HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistan.:Yes Created by Independent Third Party:Yes Design Pressure. Evaluation Reports Other:See INST 15449.7 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.8 h. 5000 Series/Model 5200 Extruded Vinyl "Non-Impact" Narrow Stile Sliding Patio Door- (XO or OX Configurations- Nominal 6'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 IL_(.Q Inst 15449.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.8 for Design Pressure Ratings, any FL15449 R10 AE (W) Eyal 15449.8.pf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15449.9 i. 5000 Series/Model 5300 Extruded Vinyl "Non-Impact" Narrow Stile Sliding Patio Door- (OXO Configuration- Nominal 9'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS449 R10 II (c) Inst 15449.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Desigri Pressure: N/A Evaluation Reports Other: See INST 15449.9 for Design Pressure Ratings,any FL15449 R10 AE (�) Eval 15449.9.p additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.10 j. 6000 Series/Model 6450 Extruded Vinyl "Impact" Sliding Patio Door- (OXXO Configuration-Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (jc) Inst 15449.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.10 for Design Pressure Ratings,any FL15449 R10 AE (b) Eval 15449.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15449.11 k. 6000 Series/Model 6450 Extruded Vinyl "Impact"Sliding Patio Door- (OXXO Configuration-Nominal 16'0 x 8'0) Limits of Use Installation Instru6tions Approved for use in HVHZ:Yes FL15449 R10 II (c) Inst 15449.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.11 for Design Pressure Ratings, any FL15449 R10 AE (12) Eval 15449.11.12d additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.12 I. 6000 Series/Model 6300 Extruded Vinyl"Non-Impact"Sliding Patio Door-(OXO Configuration-Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 TUM Inst 15449.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.12 for Design Pressure Ratings,any FL15449 R10 AE (b.) Eval 15449.12.p_df additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15449.13 m. 6000 Series/Model 6500 Extruded Vinyl "Non-Impact"Sliding "Pocket" Patio Door- (XXXXP Configuration- Nominal 4'0 x 8'0 Panels) Limits of Use Installation Instructions _ . . . _. ... .. .. . . ... ... . w .. .. . . . . . . . .. . i �- Ghkf'ur[(iWd.Tampa fC38610 ���►r. Ito; onW.z°O. U N ag3:s�rnAx oyERAu,FRAME wioTH :ag 2 i N 3$]5'MAX;^ �a 9 qG j?4 b0aris /Uadel 63 '0 r -p1 o wrD1" 7 o �Z W 11din Pack: Door' ii/ ail "IMPAC'a r: .. GENERA!,NOTES 1- .Tha product hcis been eyalUgted and is rn cot olidnite w th;thi§6th Editioh.(2Q17} .= z va c� FTonda:Bu:lding Code(FBCI Including the Fligh Velacily Huiricane done (HVHZ). z W O X �. 2. Product anchors shall be os.listed and Spaced;as spawn ori.details:Arichot embedment to base material shall be beyond dressing or stucco: S. When used in the"HVHY this oduct compheg with 5ectlon 1626.of-the Florida. o Building Code:and does notrequire'an impacfreslsfant covering. m I . 4. :When used rncireas autsideahe HVHT':iequ�nrLq wind borne idebris protecflon,this �f . . . . . _.. . z product complies with FBC Sections 16Q912&R301 21.2.ond does not reauire an Impact resistant This producf'rsieets missile level"D and includes Wind Zone r i 4 as defined in ASTM151916 acid FBC SectionsI 14091 2 2&R301 2 Ul'. o z t w O 5. :Far 2k stud Froming construction anchorRig ofthese,untts shall be the same as thaf Ln Shown:for.2x buck masonry constructlon.. g b, .:Site conditions th'af deAate:fram the:details of thls drawlng:�equ re further engirieegng 4 analysis t}yp iicensed enginr or registered aibhiteet .. ¢j n: m. z: vl 4 z: TAW OF COMENTS o SHEET#::DESCRIPTION MAX MAX . GLASS P f Typicdl.elevations;:design pressures 8 neral notes ryOZ -ti OA-00/10/76.. DES! N RESSURE FRAME DLO INiERt4CK (PsF) 2: ::Elevation DlMENStON ! DIMENSION TYPE: 3: Horizontal cross sections PDs NEG. sc N.7s 143 5"k 95 0 !89.75"X 83,135' AIUAA Gl:`. +3Q -55.f1 4: :Verticatcross.sections mYc J m 5 BgCk.anchanng i 143.5'X 95 0 38.75 X 83.725' nwM. Gl +$5 pK 55,0 ! h: 6; Frame anchoring, ...._: ow�wwcxo LF rc: 7: : .Com onents otresSlll e. 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A ............. .. ......_...... ......... ............................................................ .. ......................... ........ ._ .... ......... .._..........-_. .... .............. .... ........................................................ ........... -. ._.- .. .. . .. . . . .. _ _ _ aseo9 ..... 0. ........_............................._.........._...........,...............-...._... ............................................. ...January 23,2018 T... y9 R. ?; PRODUCT: Dooumentm Prepared 9r•i ` ......... �. t. ..._................................. i• 1,.•i :.. ....... ... rAl ...NewSdu(h....... Lyndon F.'S;ohmltlY.....ij �'•. ,. ......_. IN -z O ........ �.:.::":. .... '- .:..:' ,:�.� .. =N.;::43409-_::::: ����.... .. P. to c Z� .. o.._�. .... 2--1.22-18.ADD.SIEELSTANCHORING... . JK-- PA UDRTORASSEMBLY BUILDING -::CONSULTANTSINC.... -r'1 'vl\_L 10/OS 17 UPDATE TO 6TH ED. 2017 FBC JK P.O. Box 230, Valrlco, FL 33595 I0° y rn NO DATE 8Y Phone No.: 813.659.8197 ........ ................. ......._.........._..._......... ELEVA77ON......... REVISIONS....._... -......_......... ... .... ............FBPE C.A:'No.'981.3..............._................,..... 0 ZD 18 R.W.t3NtLCiND DCN9ULTANTB INC. ......... w w w q :1-1/4-MIN.: 4 EMB.(np-) la iNTEPjbR GI O w k INTERIOR. .. >> �: G. E SEE NOTE 4 z 0 to E : o G SEENOTE2 T 8 tin 0`oIL w :G SEE!NATE 1 NOTE.Sheet Metal Screws must Onetrate a miln.of 3 threads a a t6rough'the steel stud: (ndntalh 6 min.. 14 10. G1 K: 2 2 3: 3 EXTERIOR D 3 G1 A HpRIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION ALU MINTER OC ?x Buck Mosonry.construction INTERLOCK J"�HORIZONTAL CROSS SECTION Steel Stud Construction Gol 30 I 1/4MIN. 21 EMB.(T.YO. M (2) X �C o fn q w 4O Q V) INTERIOR: Z :A i 2 n S CI A r a a. 7 C3 1: 0 NoTe; z Item:#G l6c6fidk from each end then 4 more equallyequallyDATE.10110116y spad&d(61 tofol. 1.item#0 f6cait04 Vrom each end, o 10 31GT S scALE, :'N.TS. then: mo du* ed tea S H 5.more , spod (7) 23 Kv JK is 3.Item;#H Iocdt6c1:r.1(orn each 6 EXTERIOR c tint, LFS then 12"on dente((7)total. /­4�HORIZONTAL: : : 1"3 HORIZONTAL CROSS SECTION CROSS SEC-TION 10 IBuckMas� Cor�ry ction — @Muplon 15447 a ........................... .......... ... . . . .......... .. . ................ ...... ............ . :..:: . kwients\New South Windows PE •.:Drawings\FL•15A49:(2Q171 ... ....... ................. ....... .................-11........................... .. .. ......................................... ..... ............--......I ......................... ............. ........................................ .................. .. .. ................ ........ .............. .......... ........................... ............................ wo ...... I-IMMIN. .. .... ....... ............ ....... ...I.. ................. ..... .................... ......... EMB..(TYPA.... ......I......... ..... . ....— .. .........I............. ...I............... .......... ... .................... ........... ...... .......... ..... . ...... ....... ... ..... ..... .. ........ ... ...... ..... .... .. ......... .................... .... ...... ...... ........... ....... .......... ......... .... ..I....... ............ ......... ..... ........ ........... ........... - ..,......... ....- ...... .................. ........ ....... ........................ ............................................... ...... . .............. ..... ... .. ...... .................... P.rh .. ........ ... ....... ....... ..... ...... ............................... ............... .... ... ......... ........ ..... m ................... ............ . ................ . ...... .... . .. .. . ..I...... .... . . ........... .. ..............-........... ....... ...................... ... ... .................. ............. 0 n .................. .... ...... .................. ..............-.................. ........................ ... . .. ..................... ...... 0 n ..... .... . ...... ....... ... ... ........... ........... ................. ......... .. ............................ .......... ............ ............... .... ....... .... ..................... .........I-IMMIN;...... .. .......... ..... ..... ..................... 0 ............. (YP.)...... ..............=IR ......... .......... .......... ........... .. ................ ....... T.... .... .............. .....--...... ....... ...... ...... ............. .................... ........... ............... ..... .. ...... . .............. . .. ............... ................ ......... ...... ...... ............* om _ _ ............ . ...... ...............I......... ...................... ................................ , * 5 - .... . .......... ...- .................... ........ ...... .................. M- . ............. ....... . ......... .. 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Z ..................... - -- - - .....................--... ...... .......0........................................ ...................... ...................................................................... .............. ................. EMB (TYP.)' m ........... z ..............�.z. ........... ......................... . ........ ..... . ......:........... ............... .................. ....... .............. ................ .. ........ . ... ..... p....:...... .. .. ............. 0 ................ ....... .........I....... ...... ......... .... ......... .............. ................. .................q................................. ..-....... .................... .. . ....... ............. ......... .......... ..... ........ ..................... ................. ........................ .................................. N ._............ . ........... 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Schmidt1. e".11. - ....................... ............... ....... ...................... - q/1111111\ -761,�11 AD, STEEL STUD ANCHORINGGT1 "'YONA ...... ....... c�, �7 �21 16.IADD —�JKPART�-OR.ASSEMBLY: .................. ...... .......... to X !A 701051771UPDATE-TO 6TH ED. (2017)L FBC' JK I .................... . P.O. Box 1SO.­vcWc;o;"irL*�ml�6..... �-,l 0, NO DATE I VERTICAL W Phone No.: 813.659.9197 .......... ......... .. ...-- -.--.......................REVISIONS_... CROSS.SE91FIONS........... .............FSPE CA No..9813.. ........... (0 2016 ..........................................I....... I...... ................................. ....... ............... ....... ...... .................... ................................-............................ ......-.......................... ....... ....... .................. �U I —Z: It,Oyp 4" 9 TYP. i �`.•. J J p 4" _4„ (TYP J' •1 z' r o�6 f 1 N m' 11: II 7-J a c o!ozom� Il II mto 9mcw V :i. TYP ' maa� : Ir II `Eo`oZ: Il; II w it: it J d. it: II BUCK Ili It Ili II If:: If w IF li If: IIS o ct MASONRY It: it :cc�=i OPENING It. II -O: It II iii Ili ii II ..o] . o:: .. O If' o I I LAe I g } 4 --� 2X BUCK ANCHORING o 0 x N z W O o '? CONCRETE ANCHOR NOTES: ! a 1.Concrete,anchor locations at}lie comers may be;gdjusted;to m&intair)the in Q .. distance to mortar olnts.:: edgedan. C.. 1.. a 2.Concrete anchor toaotions noted:as:'MAX.ON CENTER must be adjusted to: o 0 .. ... ... .. rn. tain the min.ed a distance to mortarjoints,ddditionatconcrete anchors: 9 s mo be wired to ensure the•."MAX.ON CENTER"dimension are not exceeded. r 8 Y req W LL 3 Concre ancor table: :. . eth /1NCHOR ANCHCg M(N M!N CLEARANCE MIN CLERRANCE W TOMA$ONRY TOAWACEM " $iIH EMBEDMLM a z o. ............. LTCB CH E F. AN OB ` n. on1E 10/7()/16 oz 1/4 1 :N.r.s.TAPCON®; ,;; =1/4 ELCOi owc,eY:: JK - ® .; 1%4" 1.1%4" T 4" 3 ULTRACON: cwc.er; LF, OODSCREW INSTALLATION NOTES: NrOR1WRlC;NO,: �: "^ I b mi imum'S 8 ed ediStance,1"end distance,:&'1"o.c.spacing of FL=544 .7 m 3 1.Maintan, .n,. / ., g .. 1 9 3 wood screws to prevent the splitting of.wood.i o SHEEr. 5 or::8 a: a �•' In �y I,) SASH: SASH SASH a"(t1rP.) 3"W.) rP') T(TYP.). I{�, T(TYPJ : , w: m • ? :�' I: f 111 1 tai tnv o: z m Z:c�i 1 1 III. - t$ 9c7J . i iii im7 ma`aE F 2X BUCIF: i L y(BUCK ': n c E. �! iCi: DIRECT TO ' I: I DIRECT TO c �: 1 MASONRY I: 1 � MASONRY i (� 1XBUCKi • I' I N: 1XBUCK : c I nl: T STEEL STUD I ii I I a: STEELSTUOma a : HEAD$JAMB is i THRU UR BLOCKS: iii 31 (TYP.) QYP:) z I- I o G h moo sm I. I n1. . rn SILL ni> o o �P). a a .::a .. :I 1 [': I. I 1 � 1..1 III I:: 1 f --- .. : . rn - 2 n MUWON N FRAME ANCHORING z ❑ - yy N N: CF m R NOTES: I � g CONCRETEANCHO f.Concrete anchor locations:at the comers ma be odbsted fo mdFnt6m he m n. 1 V ti u Y 1 o W 8 edge distance to mortarJo(nfs a A 2.Concrete anchor locdt(ons noted as MAX.ON CENTER"must be adjusted to:: WEEP HALES :7. o❑ mdintain the min.'edge distonceYo mortarjolhts,addit(onal concrete onchois m6y be[eouired fo'ensure the"MAX.ON CENTER"dimension are not exceeded. m 1. Concrete 6nchot table o r AIJCNOR 4NOIOR. M(N h1IN CLEAR+4NCE 16flhT CiEARANCE TO MASONRY DADJgCEN/ i E• TYP1~. SIZE EMBEDMENT - ... : .. �i o 0 0 W EQGE..: Ad.CHfQtt:.: Z my once 10119116: i a TAPCON: .: M.T.S. ELCO : owti.im JK : m ULTRACON ...1/4' cNL sr LFS i 3 WOOD SCREW INSTALLATION NOTES: FR-,,No.::i � z 1.Maintain:a:m(Nmum 5/B"edge distance,1"eiid dufdnce,&;1"o.c;spacing of fG-15449.7 ° b wood screws to present fhe splitting of wood,: N sNFEr 6 nr f ::.x .. ......... ...... ....... ...................... . ................... ........ 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Now .................. ....... Soulh -F Shmfdt....... Ly ......................... ........ ........: .......... I/O 91VAL� r7 Ur Zn 2: ........— —2 -1/-227i-s-ADD STEEL STUD ANC JK PART..OR.ASSEMBLY:... u....... u INC WRING W.B ILDING::CONS UAIM � ........... .. .......... UPDATE TO 6TH ED.4(2017) FBC JK P.O: Box 2,30,Vcfrl66,*FL I3665 4 NO DATE BY COMPONENTS....: Phone No.: 813.659.9197 .............-..... .. ... -............... --FBPE 0-k.No..9813......... ..... 0 2016 R.W.BuiLmikd Dde;(BULTAwro*lr4a. ...... ........... ......... ...—... ...... ........ ............. ........... ........... —. ..... .................. ................... .... ...... ............ ............... ................................... ......... .............. BILL OF MATERIAIS •`�k f'` �'. m True bescrrtlmobr': pi A 1X BUCK SG 0.42 WOOD: 'v' *: '_==G'o� .4 B 2XBUCK SG>_ WOOD' 0 2 ��,;• oo n C 1/4"MAX.SHIM SPACE D 1/47 X 2 3/4'PFH ELCO OR:ITW CONCRETE SCREW STEEL . ���,• ��� >>M,� E MASONRY:3,000 PSI MIN.CONCRETE CONFORMING TO:ACI CONCRETE '!'����* p �`�` Z"o'm z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 G'.n.b Z 0ZV `F #10 X 2"PPH'SMS(1 3/l:b"MIN.EMBEDMENT), STEEL w E a� G #8 X Y PFH SMS STE[' e ` r m a a :H #10 X 2]/2"PPH SMSST EEL. J 1%4"X 2-1/4'PFH ITW CONCRETE SCREW STEEL � � c K #8 X 1/2*.PPH SMS _ STEEL L #10X'3 PPHSMS(1-1/4":MIN!EMBED1dENT) STEEL 8 3a a M 1 14'X 3=1/4'PFH RW CONCRETE SCREW STEEL A 1/4"X 3-3/4"PFH I W CONCRETE SCREW `,. STEEL g T 010-16 PH SELF-DRILLING SMS: STEEL " X STEEL STUD Min.Thk 0.054"(ASTM A653 GRADE 50 Fy=50 ksi mm,Fu=65 ksi min.) STEEL: 1 FRAPVC ME• 2 SASH STILE' PVC3/4'GLASS BRE o r w� c 3 GLAZING BEA w: PVC y. ¢� m s? 4 FRAME:CAP* P.VC DOW➢95 z -51"(6063-T5 ALUM) LUM T"O.A.GLASS THK.'' Aa 6 SILL CAP:(6063-T5 ALUM) . ALUM 1/8'ANNEALED GLASS m g 7 SASH TOP AND BOTTOM RAIL' FVC 0.090`'SAFLEX PVB INTERLAYER & a 0 1.0 REINFORCEMENT(6065 TS:ALUM) ALUM X1/8 ANNEALED GLASS 71 FIXED TRACK(606545 ALUM) ALUM m T2 SILL ROLLER TRACK(6063-T5 ALUM) :: ALUM AIR SPACE! o. 1/8 TEMPERED GLASS 14 REINFORCEMENT(6065=T5ALUM) ALUM' 15 'AN11-LIFT-0UT BLOCKS(6063 F5) ALUM z m16 46 X:1/T"PFH SMS STEEL ALUMINUM SPACER o N 1;7 SILL RISER(60634T ALUM) ALUM GLAUNG D1RA1L : < z 18 DAM CAP(6063-T5 ALUM) ALUM: G] c N M MULLION* PVC Q. -T5ALUM.MULLION:REINFORGEMENi(6063 NOTE.GLAZING?36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411:311: �Fo ?; 23 MULUON REINFORCEMENT(6063-1`5) ALUM 25 ROLLER:ASSM. STEEL a 30 LOCK AND HANDLE w3 31 'STRIKE PLATE: q war w m S •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRl1S10N5 FOR WINDOWS ARE TO BE PRODUCED rc BY EXTRUDERSWENSEES IN"AAMA CERTIFICATIONSPROGRAMS FOR RIGID PVC EXTRUSIONS.': w 7t o o i Z nO 7070116 16:.S.rwJK m FS 9.7: ^ o s+ r:8 ov 8 o ' d s