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HomeMy WebLinkAboutBuilding Permit Application (2) AL-FAROOO CORPORATI N CONSULTING ENGINEERS & PRODIUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 15726 Date: 2/23/2015 Detailed Product Description Manufacturer:T.M.WINDOWS, LLC. Manufacturer Address: 601 N.W. 12TH AVENUE—POMPANO BEACH, FL.33069 Model-Name:SERIES-390 ALUMINUM SLIDING GLASS.DOOR Maximum Frame Width:66" Maximum Frame Height: 108" Maximum Load:+80 PSF,-95 PSF(Large Missile Impact) Installation Drawings#W12-31 This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes No , Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT I TEST REPORT# Test DATE i Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory &TAS 202 i ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, P.E. &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 Marlin Brinson, P.E. & 01/26/2015 ATLSF-0219.01-14 Stephen Warter, P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, P.E. Laboratory 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 Www.afcens.corh alfarooq@afceng.com Supplemental Tests(Tested in accordance with TAS401 and TAS-203) TEST DESCRIPTION TEST LOCATION' TEST REPORT` TEST Test DATE ' REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. (TAS 201&203) Impact& Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. Cyclic & 01/26/2015 ATLSF-0219;01-14 Stephen Waiter, P.E. American Test Lab of South Florida Under the limitations of the attached installation drawings,to the best of my,knowledge and ability,the above window/door product conforms to the require �p r�of the 2014,Florida Building Code. .%`` Pp AHIGi���O Evaluation Report Engineer: No 70592 Javad Ahmad PE#70592 ' � • •:fir AI-Farooq Corporation EB#3538 ?�D.• E; of .��u 'moi tCS•.O R . S�ONAI Ec.``` Date&Time:02/25/15 15:17 SC\Y:\users\veronica\StatewidePA Eva luations\TMWi n dow\2014 FBC\390 SGD\390 SGD(LMI)-PAE 2014. oc I I I I I ' s j 1235 SW 87'Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcens.com alfarooq@afcens.com 57 tzZIL HEAD ANCHORS 4 V CLUSTER OF 4 OR 6 AT STILE ENDS--\ N �Y IO SEE CHART ON SHEET 3 = N 24'MAX FOR CAPACITY N m HEAD _ O F w j ( j HEAD ANCHORS Q 2 N 3. O o T1P. Oa 0 220 3/B• DOOR WIDTH cr mw mw O LL °n zm �z HEAD/SILL A -- - o iv 0 O'w CORNERS ��\ w C a Q 0 Itit LLt� n wGo - 0 iD w 6 a II II < < J to W O m m p m am0 II II 0 O Mm 78 J B y N 2 0 =Ua � NNW I ❑gym m Z � Z 48 1/8" 48 1/8" I II n Z a FALSE MUNTIN IJ 2 OPTIONAL D.L OPG. D.L. P. SINGLE ROW DOUBLE ROW 0 a 56 1/856 1/8- ANCHORS JAMB ANCHORS rn PANEL WIDTH 56 1/B" 24' MAX. 0 PANEL WIDTH SILL 6 • .... (.... (....i SILL ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 16 SHUTTERS ARE NOT REQUIRED. ° TYPICAL ELEVATION SERIES-390 ALUMINUM SLIDING GLASS DOOR 2 TRACK FRAMES CLUHOR SILLSTER OF 4 AT STILE ENDS I-a DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3'O.C. SHOWN ON SHEET 3 & 3.1. N C O'SN THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER y REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC c a m HURRICANE ZONE (HVHZ). PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 9-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND CT EVALUATION � pTLIII�gI+IFA'�«' / a o LOADS TO THE STRUCTURE. INSTALLAT ON OF THPROVIDED HE/SHE DIOESRNOTCDEVIATEDON FROMTHIS 7 E CONDIITIONS DETAILED ��``�r........... ' N •I O ON THIS DOCUMENT. ; �,•••VGEN3E0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. N0.70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE G-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED d NOT PART OF THIS APPROVAL ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) •• ,�` v° �o' o` t� FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER •� 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED �"�•'. t/� ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE �o STJT' drawing n0. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SPECIFIC DRAWINGS FOR REVIEW. j '1•1•.!�[oR10�.•' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE E-'THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ��i�AD .... �� W12-31 REQUIREMENTS OF THE FLORIDA BLDG. CODE. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I 109• DOOR HEIGHT 107 9/16' PANEL HEIGHT 99 9/16' D.L. OPG. N =A O 2 I gW N O A I m r W ti S 0 i _ N m n n IE W 2 c (,1 U7 O �En D2�0 O O =mAg m fD'1�m zom � P 0 wlnaln 7Z /J N �w y yON ~W OmA0 NAy N i -2 I z tltlllrrr g 00F } 6 om ® 7(p JAMBS ont1•.� CORNERS ' �-- 1,n11t�`�```\ FL #15726 �� JAMBS 6 B CORNERS n auto: Gs-ts-tz revisions: SERIES-390 ALUM.SLIDING GLASS DOOR L.W. a a no dote escrt Ion ) AL-FAROOQ CORPORATION F o9.oG.t2 GENERAL REVISOR ENGINEERS&PRODUCT DEVELOPMENT ecale:3/e'=1'-0- T.M. WINDOWS LLC. (J Iv MIAMS.W.RI AVE 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 POMPANO BEACH, FL TEL.(305)26443100FAX.( �r W W o ehk M: TEL (954)781-4430 FAX. (954)781-5078305)262-6978 COMP-ANL\W12-31TMW I DESIGN LOAD CAPACITY - PSF LIGHT REINF. ��� GLASS'GO'&'GOA' Z 3 3/16" HEAT STREN'D GLASS AVERAGECLUSTER OF 4 ANCHORS m PANEL WIDTH DOOR HOG Hf AT STILE ENDS 0 Z ry INCHES INCHES EXT.(+) INT.(-) 090" Interlayer Q n a Saflez Clear And Color Glass 36 70.0 70.0 0. 6 By 'Eastman Chemical Co.' 42 70.0 70.0 Q w n U OR 48 80 70.0 70,0 d 090"Interlayer a,C DuPont Butocite PVB 54 70.0 70,0 Q By 'EI. DuPont De Nemours & Co., Inc: C r 6Q 70.0 70.0 .i F w 3/16"HEAT STREN'D GLASS 36 70.0 70,0 a O w-M- z m 42 70.0 70.0 p a ti o c8q _ yQ� B4 48 70.0 70,0 0 y a m 32 - SILICONE - - 54 - - ---70.6-- 70.0 n 9 I GE RGS 7700 j 38 70.0 70,0 za In 2 42 90 70.0 70,0 J 3 eh 4B 70.0 70.0 Q HE m ----38--"----=70.0--—70.0-- 42 0.0=42 98 70.0 70.0 E 48 70.0 70.0 J N H� I O n GLASS TYPE 'G6' o 7/16"OVERALL LAMINATED GLASS 0 C' M Z � L F--E 1/4"TEMP. GLASS ]LIGHT REINFREINF. = O?Q DOOR WIDTH Do 3/8'AIR SPACE AVERAGE PANEL WIDTH o Z O NUMBER OF PANELS a 3 3 Z 3/16"HEAT STREN'D GLASS n Z a 090" Interloyer N a Saflez Clear And Color Glass ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE By 'Eastman Chemical Co.' FOR DOORS WITH 3-1/2"SILL HEIGHTS. OR 090" Interlayer FOR 2-3/4"SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF DuPont Butocite PVB FOR 1-3/4"SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF By 'E.I. DuPont De Nemours&Co., Inc.' SEE SHEET 4 FOR DETAILS 3/16" HEAT STREN'D GLASSCQ c z_ m L`' o u SILICONE .I 1O 2 GE RGS 7700 v a �. ooh c2 9A w C4 � a a c �1 GLASS TYPE 'G6A' 1-1/16"OVERALL INSUL LAM.GLASS n1o.70592 A. NOTE: GLASS CAPACITIES ON THIS SHEET ARE ���''•, sTr.r�F �� Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) % "40RION \��` W12-31 AND FLORIDA BUILDING DECLARATORY STATEMENT DCA05IDEC-219 ''7��/���j�jj1Iox% sheet3,�of13 3/16" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF �U 090"Interloyer 090'Interloyer LIGHT REINF. HEAVY REINF. So lax Clear And Color Glass Soflex Clear And Color Glass M By 'Eastmon Chemical Co.' By 'Eoslman Chemical Co.' GLASS'GV.'G2'&'G4'GLASS'(31%'C2'&'C4' GLASS'G3'&'GS' N d CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z n 3 3/16" HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS ppry�AGETM POOR HOGHT AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS 0 H m ? m INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) F N N SILICONE rn SILICONE 36 60.0 60.0 80,0 60.0 80.0 95.0 80.0 95.0 q o. w io g 32 - GE RGS 7700 m GE RCS 7700 ¢O o 0 W o 9 h h 0 9 i 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 O w O 48 60.0 60.0 60,0 60.0 80.0 95,0 80.0 95.0 CL 54 80 60.0 60.0 60.0 6D.0 80.0 95.0 80.0 95.0 0 O v u 35 - 35 60 60.0 60.0 60.0 60.0 80.0 90.6 80.0 95.0 0 5 94 66 60.0 60.0 60.0 60.0 80.0 87.6 80.0 95.0 a z w 0 w 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 r3 m¢ d m O 48 84 .60.0 _ 60.0 _ 60.0 60.0 -80.0 - 94.4 80.0 95.0 W 3 LL y GLASS TYPE 'G1' GLASS TYPE 'G2' 54 60.0 60.0 60.0 60.0 80.0 68.3 80.0 95.0 LL z y=M 60 60.0 60.0 60.0 60.0 80.0 83.9 80,0 95.0 J O N Q 7/16" OVERALL LAMINATED GLASS 9/16°OVERALL LAMINATED CUSS Q w N �u 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 •i -42 _ 60.0_- 60.0 60.0 60.0 80.0 93,8 80.0 95.0 48 60.0 60.0 60.0 60.0 80.0 85.8 80.0 95,0 - n 1/4` HEAT STREN'D GLASS - - -- - - - - - - - - - BU-- -- - .090"Interlayer 54 60.0 60.0 60.0 60.0 79.9 79.9 80.0 95.0In DuPont SentryGlas 36 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 By'E.I. DuPont De Nemours&Co.. Inc.' 1/4" HEAT STREN'D GLASS 42 98 60.0 60.0 60.0 60.0 80.0 84.1 1 80.0 95.0 0� p) m 48 80.0 80.0 80.0 60.0 76.5 78.5 80.0 95.0 54 60.0 60.0 60.0 60.0 70.9 70.9 80.0 95.0 M" SILICONE 36 - - 60.0 60.0 60.0 60.0 60.0 50.0 cs U is CE RGS 7700 z JW u. cs 9 i' I 42 -102 - - 1 60.0 60.0 60.0 60.0 60.0 60.0 aA 48 - - 60.0 60.0 80.0 60.0 60.0 60,0 (A F- 36 a= R 36 - - 60.0 60.0 60.0 60.0 60.0 60.0 M 00 N w 35 42 108 - - 60.0 60.0 60.0 60.0 60.0 60,0 O DO m o 48 - - 60.0 60.0 60.0 6D.0 60.0 fi0.0 * n 3Za$ Q. CLUSTER OF 6 APPUCA13LE O O AT HEAD ONLY N F GLASS TYPE 'Ga CLUSTER OF 4 TYPICAL AT SILL o 9/16" OVERALL LAMINATED GLASS -L�u 1/4"TEMP. GLASS 1/4"TEMP. GLASS - LIGHT REINF. HEAVY REINF. 3/8"AIR SPACE 3/8"AIR SPACE c z AVERAGE PANEL WIDTH DOOR WIDTH 0 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS NUMBER OF PANELS 090"Interloyer 090"Interlayer ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE �'b Saflex Clear And Color Glass DuPont SentryGlos FOR DOORS WITH 3-1/2"SILL HEIGHTS. By'Eastman Chemical Co.' By'E.1. DuPont De Nemours &Co., Inc.' ►a FOR 2-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF w 3/16" HEAT STREN'0 GLASS 3/16" HTAT STREN'D GLASS FOR 1-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF y SEE SHEET 4 FOR DETAILS o 0 0 SILICONE SILICONE %n 0 2 j i. GE RGS 7700 m 0 2 j GE RGS 7700 0 I l 11AH, ''lilt ' ' );'uceNLSF'�O 35 35 . o 0 9A 9A J NO.70592 rul rul _�: w NOTE: �` 0 GLASS CAPACITIES ON THIS SHEET ARE s7i r�F ty drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) FCOR�o?.• ®� W12-31 1-1/16"OVERALSS T NSUL. LAM. GLASS 1-1/16`OVERALL NSE LAM. GLASS DECLARATORY STATEMENT DCA05 DEC-219 DA BUILDING COMMISSION '� ®®illII %%%% TflIIIl11t sheet 3 of�$ I X00 f— xxxx �� I oxo x0xx xxo 4� i x x x x x b" b em xx 4 Oxx �^ X8 N_ fb emr p a. zIIJ , I b+sw 1 ( I I ua , 0 I En I t ' a I I � 1 I ' I II i I I t � 1 r e�m xx ate, j I j x x 4 I Oxx 3 � X0 b hm x � I Ln t i i I I I t I , t W I t H I I , n I cn �t„1 w 11 ”' ''�,� n l_ os 15 12 revsions: SERI ES-390 ALUM.SUDIH6 GLASS DOOR (I-M.I.) AL-FAROOQ CORPORATION 'a 00-dae esCfl ton ENGINEERS&PRODUCT DEVELOPMENT f xale:3f8=1'-0 A os.os.iz cD+QURLvvow T.M. WINDOWS I-L.C. 1235 S.W.87 AVE y N 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 `'+ POMPANO BEACH, Fl.. 33069 TEL.tiaosi 26a-ssoa FAX.(3os)26z-r.978 TEL(954)781-4430 FAX.(954)781-5078 i' COMP-ANL W12-31T'MW �- POCKET i I POCKET I I POCKET I 1 1 I I T- T --'- I I I I I POCKET , q q X 4 cw x D T POCKET-1 -0 'U 'D x d^' X j q®' j POCKET j X I I � z 3 I I xIO x POCKET_J X b xb x x x �-POCKET-J x o .3 b� N I POCKET--1 n rl ur �n a r� I C i , I POCKET 1 I POCKET I I 1 7C x x x X x 4��. '0 x a x ul f � bR I I ' I I I I POCKET u H I x r� w , n x a _>:$ f FL #15726 i a dam: 06-15-12 Qr.....Ons: SERIES-390 ALUM.SUDING GLASS DOOR (LM-1) -FAROOQ CORPORATION e3CTl IOn ENGINEERS&PRODUCT DEVELOPMENT F A 08.06.1] GENER/,L REVISJON scale:3/e a1—o T.M. WINDOWS LLC. 1235 N MIAMS.W.RI AVE 601 N.W. 12TH AVE. , MIAMI,FLORIDA 33174 POMPANO BEACH, FL. 33069 -5078' { S .(305)262-6978 TEL (954)781-4430 FAX. (954)781 COMP-ANL\W72-31TMW I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS y w� IN PAIRS IN PAIRS N 1BY SEE ELEV. FOR SPACING SEE EL FOR SPACING SEE ELEV. FOR SPACING METAL Z 3 0. IL EDGE DIST. .STP.GCEREG WOOD BUCK o STRUC URES o 'a o �•O 39 1A XN C v DaaQs O Z CHOR ACCESS HOLES Q 7O BE COVERED WITH _ ..PLASTIC CAP a.o 17 I - . . LLZm< .1 I F.B.C.APPR'D MULLIONJ 3m< I SEE SEPARATE APPROVAL Q w I It 11 11 - - -- - - - ----- -- - - _ _ WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J n AND TRANSFER THEM TO THE BUILDING STRUCTURE. 11 I g n TYPICAL ANCHORS: SEE ELEV. FOR SPACING n � II 11 II I I I!III V• M 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI q ^ INTO 213Y WOOD BUCKS OR WOOD STRUCTURES o J j 4 1-1/2" MIN. PENETRATION INTO WOOD U 0 C) V it it II li it it 3 2 U x w o a 41 THRU 1 BY BUCKS INTO CONC. OR MASONRY O t i x x z d 1-3/8" MIN. EMBED INTO CONC. OR MASONRY Z�m c I ii II II II o 3 O a O i DIRECTLY INTO CONC. OR MASONRY n z Q x �+ Ia 1-3/8" MIN. EMBED INTO CONC. OR MASONRY j it it II itk Oa (GRADE 5 CRS) W ~I ii ii li ii 1/4" DIA, SELF DRILLING SCREWS w W INTO METAL STRUCTURES I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ii it ii ii #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) CQ O c� I INTO F.B.C. APPROVED MULLIONS (MIN. THK. _ 1/8") � B j 4 (NO SHIM SPACE) .4 w b 1 O � TYPICAL EDGE DISTANCE a 36 INTO CONCRETE AND MASONRY = 2-1/2" MIN. STANDARD INTO WOOD STRUCTURE = 1" MIN. c d INTO METAL STRUCTURE = 3/4" MIN. H a 2A e c a WOOD AT HEAD, SILL OR JAMBS SG - 0,55 MIN, o CONCRETE ( 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm -02000 PSI MIN. �� � !...... - ' HIGH STRENGTH GROUT ��''•VOENBN,•'', ,n II i Vc - 5000 PSI MIN. �� me nisT..y • NOT 13Y T.M.wow. WEEPHOLES: No.70592 o k MUST TRANSFER SHEAR LOADS TO STRUCTURE W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL SHIMS OPTIONAL W2 - (6) 1" WEEP NOTCH AT EACH END OF SILL c� TYPICAL ANCHORS %�8 ��•r ��� drawing no. SEE ELEV. FOR SPACING i, [ORIDP.•'•�0 � ,�g�i,.......��`�� W12-31 TWO (2) TRACK DOOR DETAILS �i�7ONA�1ttt� sheet 8 of13 I ' 1/4' DOOR HEIGHT . MAX. PANEL HEIGHT ' x DD.L. OPG. Oo m EXTERIOR F I r , i I m , nVIN~mmR tton A0 0'' A 9 0 0 Ae N N O Z 0 ZD 3 No� I ,g ❑ 13/4' I oLnr a� o� m N 2 3/4' o 2 3/4' m>? o�c , � U A a O�D N T X10 N 3 1/2- 3 1/2- -3 0 i N I a , n , x d j 0 0 x Ind H I, a .� e O ;ZA .P'O i • � Z. -- P �/per' %• �� FL #15726 n Beta: 06-15-12 revisions: SERIES-390 ALUM. SLIDING GLASS DOOR (LM.I:) AL-FAROOQ CORPORATION a :R o no date exon ion 1 E scale:3�g•a 1' A 08.06.12 GENEM REV190N T.M. WINDOWS LLC. ENGINEERS&PRODUCT DEVELOPMENT �' V N 12355.W.87 AVE I ar• HM1D 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 ° POMPANO BEACH, FL 33069 TEL(305)2648200 FAX.(305)2626978 C' f.1 P ehk ty: TEL.. (954)781-4430 FAX.(954)781-50781 COMP—ANL\W12-31TMW TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS M SEE ELEV. FOR SPACING N 1/4'MAX. Z j SHIMS © O D.L.O. O O WZE 5 LIGHT REINF. 5 36 B 24 HEAVY REINF. 6 O o 0 OW IL _ o 38 0 3 0a'¢a °� y .....:•::::.. .............. ................. ........... D d� r- 0 � - Q_W-•LL m. - 1-7 ---- - - {Lz_m_°m _ 0 in Q �JWy B Q W r1 F ._ — ___. o_ _—•. __ 7 Via' 33 7 829 — m D.L.O. EXTERIOR PANEL WIDTH S n rn O DOOR WIDTH M.m.. 1BY z � � WOOD BUCKS J Q TYPICAL ANCHORS N = R IN SINGLE OR DOUBLE ROWS Q Nm m SEE ELEV. FOR SPACING 1/4"MAX. 10 1/4'MAX. O 1/4"MAX. rn 3 3 Z SHIMS 11 SHIMS SHIMS n Z nQ. IF Y__-- o METAL - STRUCTURE o_ 33 S cli ° U - - O � 22 3 0 °g 5 33 , DOOR WIDTH H ° TYPICAL ANCHORS TYPICAL ANCHORS ° IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 11111 1 O ®•' SL.r.�F u drawing Wl 2-31 RV TWO (2) TRACK DOOR DETAILS � ��� �111fill 1 sheet g of�3 DOOR HEIGHT , 1/4- MAX. PANEL HEIGHT m � CD D.L. OPG. 2 n O EXTERIOR O mti�T o I N i Nu�g N ______ __________________ SCREENS OPTIONAL----------- _ P a zoo ; m ONN p, _ I � 1 m � a n N P n I mn my_ T f] !D O A O A O O COn�O OJ x m 1111nnnn i D u KN ze n Z m0.` 1/4'MAX. N U F:,.2 I SHIMS FE Oz I' I ' I i I i 1 i x c— i -3 � I d d 0 0 0 0 � � I m o -3 v . rn ka i o'`- ��r , >^ FL #15726 o dote: p5_(Y1p revisions: aescription SERIES-390 ALUM. SLIDING GLASS DOOR LM.I. f0 � o no a e � ) AL-FAROOQ CORPORATION a xaie:3 e'm 1' OB0s.t2 GENERILL REVISION ENGINEERS&PRODUCT DEVELOPMENT / T.M. WINDOWS LLC. rO IV 1235 S.W.87 AVE C er.ny NnMID 601 N.W. 12TH AVE. MIAMI,'- 33174 Ul POMPANO BEACH. FL 33069 TEL.(305r)2649100 FAX.(305)262-6978 781-4430 FAX.(954)781-5078 COMP-ANL W72-31TMW POCKET FFI I I 1 MAX. H MS yy V � rDi K �y d fff# X O y r• n O 20 g w m y O� O � A O ' N I. I' I II I N � A � I H m [r) ;tl O I:1 6II i II q li li v nr I�I� m I ' I N H I A t+] I i I H H � lit li li li n 9 i O n I 00 lei ; 0o r z � o Z ♦1�(uuulq� I �, `♦♦♦ Odd. ���ii (. a w m .:�� o `�^ i •EBGE DISE.•: - 1 m � �o'd �q n00 i���.• •r ` I I �I: cZi e`S�i i ♦ I I. fill.T 0%0% a data: Ds-tS-tz revisions: SERIES-390 ALUM.SLIDING GLASS ODOR (LM.I.) AL-FAROOQ CORPORATION a o no 5 e escn Ion FA-TW.Ds.12 OLNLs11L RLv . T.M. WINDOWS LLC. ENGINEERS&PRODUCT DEVELOPMENT �.I (� 1235 S.W.87 AVE T dr.OY HAMID 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 �a (.rl POMPANO BEACH, FL.. 33069 TE, (305)254.82DO FAX:(305)282-6978 �r 781-4430 FAX. (954)781-5078 COM�-31TMW ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS A TM-347 1 2 TRACK FRAME HEAD 6063-T6 - n 1B TM-333 1 3 TRACK FRAME HEAD 6063-T6 - c1 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - Z m 3 2A TM-331 1 2 TRACK FRAME SILL 6063-T6 - z W J 2B TM-334 1 3 TRACK FRAME SILL 6063-T6 2C TM-337 1 4 TRACK FRAME SILL 6063-T6 - O w m h ci 3A TM-332 2 2 TRACK FRAME JAMB 6063-T6 - IL a 3B TM-335 2 3 TRACK FRAME JAMB 6063-T6 - p 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - C t q LL 4 TM-321 2/PANEL PANEL TOP-AND BOTTOM RAIL - 6063-TS - _ _ ()p ;, 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - O 1 Q G 5 TM-322 1 PANEL JAMB STILE 6063-T6 - O.0- - 6 TM-323 - AS,REOD. STD. INNER INTERLOCK 6063-T6 1 - - _ _ _ 0: O N 7 TM-324 AS READ. STD. OUTER INTERLOCK 6063-T6 - 8 TM-325 AS READ. ASTRAGAL STILE 6063-TS - 9 TM-327 4/ PANEL GLAZING BEAD (LAM.GLASS) 6063-T6 - Q w 9A TM-326 4/ PANEL GLAZING BEAD(LAM. INSUL GLASS) 6063-T6 - 0 10 TM-348 1/FIX. PANEL FIX. PANEL CLIP 6063=T6 -- -- - -- - --- - -- - — - - -- - - - - -- 11 TM-349 AS READ. FIX. PANEL CUP COVER 6063-T6 - J 12 TM-339 2 JAMB COVER 6063-T6 - 13 TM-347 AS REQD. POCKET DOOR HOOK 6063-T6 - o 14 TM-341 AS REQD. 2'SILL RISER 6063-TB - o o^ 14A TM-342 AS REQD. 2-3/4'SILL RISER 6063-TB - M 14B TM-343 AS READ. 3-1/2'SILL RISER 6063-76 - M P20 TM-350 AS READ. 2-3/4'SILL RISER 6063-T6 - z J L1(� TM-351 AS REQD. 3-1/2'SILL RISER 6063-T6 - Q= TM-340 AS REQD. SILL ANCHOR COVER 6063-T6 - 3 2¢UQ TM-354 AS REQD. SCREEN TOP&BOTTOM RAIL 6063-T6 - O O N W 1 J a7 TM-355 AS REQD. SCREEN STILE 6063-T6 - o Z'-O TM-357 AS REQD. OXXO SCREEN STILE 6063-T6 - n 3 Z Q 5 TM-356 AS REQD. 0X0 SCREEN ADAPTER 6063-T6 - 21 TM-344 AS REQD. FRAME HEAD SCREEN ADAPTER (3&4 TRACKS) 6063-T6 - W 0 z O O 22 TM-345 AS REQD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - ~ 0_ 23 TM-346 AS REQD. FRAME JAMB SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - 24 TM-328 AS READ. HOLLOW STIFFENER 6063-T6 - 25 TM-329 AS REQD. SOLID STIFFENER 6063-76 - 26 - - - - 27 #10 X 3/4" AS REQD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS co o 28 N12 X 1- 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FH SMS 29 #10 X 1' AS REQD. FIX. PANEL SCREWS,AT 6"FROM ENDS&24'O.C. MAX. ST.STEEL FPF SMS/TEKS to .-1 U 30 - 2/PANEL ROLLER ASSEMBLY - HSTO v 31 - - MORTISE HOOK LOCK - FASCO a 32 E70818KNIO20 4/LITE GLAZING GASKET(7/16`LAM.GLASS) VINYL ULTRAFAB w 32A W32001 4/LITE GLAZING GASKET(9/16'LAM.GLASS) VINYL AMESBURY SEALANTS: d n o� 329 W32011 4/LITE GLAZING CASKET(INSUL IAM. GLASS) VINYL AMESBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS •� 8 33 21315 AS REQD. FIN SEAL PILE W'STRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH J01NT SEALANT. M . 33A 33371 AS REQD. FIN SEAL PILE W'STRIPPING - ULTRAFAB 34 - AS REQD. BULB W'STRIPPING VINYL - �''/ "+ 35 - 2/LITE SE BLOCK,5/18'% 1/2'%2'LONG EPOM LAMATEK �����'�'1"V.............;'V��i " •� 35A - 2/LITE SETTING BLOCK, 1/8'X 1/2'X 2' LONG EPDM LAMATEK _ o n 36 - AS REQD. SELF ADHESIVE PILE PAD (1-3/4'X 3-X 3/47 WOOL ULTRAFAS Ala.70592 a S 37 - AS REQD. SELF ADHESIVE PILE PAD(1'X 2-7/16'X 1/27 WOOL ULTRAFAB JB - AS REQD. SELF ADHESIVE PILE PAD(1-5/6'X 2-7/16'X 1/2') WOOL ULTRAFAB 39 - AS REQD. SELF ADHESIVE PILE PAD (1/8"% 2-7/16'X 3/4') WOOL ULTRAFAB O sri •T iF ?ty drawing no. � ao - - - - - %;�g,'•.�toR�oP. ����� W12-31 /'��'/I (fill1�;�`` sheet 11 of 13 �5.1526.500{ 8.598 7.269 ��V 078 078 I .078 -�{ 1.289 N 1.261 9 ❑ ❑ 1.269 ❑ ❑ ❑ 1.Y69 ❑ ❑ ❑ ❑ �{ 1.336 I 1.823 ry Y- 997 997 �- 997 .124 .831 .831 .831 .124 1.623 Q f a d 7.267 1.267 1.267 .124 1.8, O w 1A 2 TRACK FRAME HEAD 79 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD 1.823 IL c 5.388 8.693 8.791 5.548 6.419 1,823 8.517 V C .125 3 .078 a o Po .oeD .oe0 .768 •942 _ .9'E42- .942 .078 0 e �2 I 72 7T2 L: 5.142 LJ Z NNQ U Q w.ig © 2 TRACK FRAME SILL 2e 3 TRACK FRAME SILL 2c 4 TRACK FRAME SILL -- - -3.062----1 ® 38 3C- -- -�{ 1.407 r 2.000 I 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 1.264 0 1.573 1.490 249 to < O N 2.004 .078 M m 078 1001 N2.4.4 e97 3.062 L3.895 4.000-moi z J W 2.069 4.00D 2.397- PANEL .397 o J> N �_= A 1.761 .078 O 57B ANEL JAMB STILE 16 SILL ANCHOR COVER 1.671 71.327 1.687 ,125 �� ,094 ON i .310 1.885 ,662 c Z O m �- 3 3 Z 1.292 .062 .552 11.900�-I .312 .078 1726 . �� Z a �' PANEL TOP & BOTTOM RAIL � ASTRAGAL ADAPTER .050 �+ �.-� 72 w Fla 4000 O9 LAMINATED BEAD 12 JAMB COVER 24 HOLLOW STIFFENER 2S SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) GESS .078 .750 .750 .130-q ,310 -1.490 078 ,078 .078 1.923 �1.298 •062 7 �J78 2.752� 3.502 0942.428 .893 .070 L3.062 O GLAZING BEAD 662 b 9A LAM, INSUL. GLASS ,893 . 1I 8.000 © STD. INNER INTERLOCK �p-3.140 of 1.714 7.062 15 0 0 0 982 1077 1-3/4" SILL RISER 15A 2-3/4" SILL RISER tse 3-1/2" SILL RISER 13 POCKET DOOR HOOK V 4.000 II II� ,374 �a 2.048 O .094 .094 `� ��;'•VOENBF•', i 1 823 10 FIX. PANEL CLIP 2 672 I M 1.490 .094 3.422 No.70592 .. o S .367 1.625 .893 -�I 1.407 I•� .893 a e .0763.062-moi .050 .843 .893 i�®••'. fiU�T�F �•�� drawing no. Az Wl 2-31 O 4ABOTTOM RAIL (HIGH PROFILE) Q STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 141-3/4" SILL RISERtaA 2-3/4" SILL RISER 746 3-1/2" SILL RISER FL #1572 3 '''�1®, 1j���`` sheel120 13 i i I i i + I i Z I �x `1t(1111111/// ''''cL�lll 1111a`` FL #15726 j a dale: os-ts-t2 revisions: SERIES-390 ALUM.SLIDING GLASS DOOR (LM.!.) AL-FAROOQ CORPORATIONS no a e escn Ion _ scale:Jig•v t• A 08.06.12 GENDtL REVISION T.M. WINDOWS LLC. + ENGINEERS&PRODUCT DEVELOPMENT IV 1235 S.W.87 AVE W I dr-by: HAND 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 ° W � POMPANO BEACH, FL 33069 TEL.(305)264-Sano FAX.(305)262-66978 C (� P ehk by: TEL (954)781-4430 FAX.(954)781-5078' co W72-31TMW 54" MAX. FRAME WIDTH REREVISIONSV DESCRIPTION DATE I APPROVED 6" MAX. 14" MAX. O.C. 6" MAX. 6" MAX. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH / REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY / TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY g" OF THE ARCHITECT OR ENGINEER OF RECORD. MAX. O.C. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF / COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT-OR ENGINEER OF-RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. - - - g¢" ANCHORS LOCATED 5- FRAME--MATERIAL:-EXTRUDED-RIGID-PVC.-- --- - --- MAX. ABOVE MIDSPAN 6) UNITS MUST BE GLAZED PER ASTM E1300-04, FRAME MUST BE INSTALLED 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE HEIGHT / IN INTERIOR BALANCE DEBRIS REGIONS. POCKET 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". ANCHORS LOCATED 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO / BELOW MIDSPAN ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE / MUST BE INSTALLED DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. IN EXTERIOR BALANCE 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT / POCKET LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 6" MAX. 73) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S —� INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 SERIES"SH93MISLOPE SILL"PVC SINGLE HUNG B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. EXTERIOR VIEW C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS 1/8" THICK MINIMUM DESIGN PRESSURE RATING IMPACT RATING +75PSF NONE SIGNED:06/11/2012 TM 601 NWND12TH AVENUE POMPANO BEACH, FL 33069 v••GENS '�'9 ��G F• _ TABLE OF CONTENTS SERIES "SH93WW/SLOPE SILL" PVC SINGLE HUNG _*• o�.S51 REINFORCED NON—IMPACT 54 x 84 SHEET N0. DESCRIPTION ELEVATION AND NOTES TAT 1 ELEVATION, ANCHORING AND NOTES i�ic�•..0 �� DRAWN: DWG N0. REV /�i�s•��R1OP G��\\ 2 - 3 INSTALLATION DETAILS V.L. 08-01622 8 s1 22 4 COMPONENTS AND GLAZING DETAIL NTS DATE 06/08/2012 1 OF 4 1/2" MIN. REVISIONS OSCREW GE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING METAL OR 2X BUCKSTRUCTURE BY OTHERS3/8" MIN. BY OTHERS 1/4" MAX. 1/4" MAX. ANCHORS ABOVE SHIM SPACE SHIM SPACE MIDSPAN Yp Do3/8" MIN. INTERIOR EDGE DISTANCEAPPROVED SPACE APPROVED l�SEALANT aSEALANT#10 WOOD - SELFDRIL LING SCREWS__METAL #10 SMS OR STRUCTURE SELF DRILLING BY OTHERS - -- a - - - --- -- - — SCREW ----- ANCHORS BELOW -- MIDSPAN EXTERIOR o EXTERIOR o APPROVED JAMB INSTALLATION DETAIL Q INTERIOR ° SEALANT METAL STRUCTURE INSTALLATION ° 0 ° INTERIOR 1 3/8" MIN. 1/4" MAX. ANCHORS ABOVE EXTERIOR EMBEDMENT SHIM SPACE MIDSPAN �- INTERIOR 1/2" MIN. ❑ EDGE DISTANCE SILL TO BE SET SILL TO BE SET #10 WOOD Q� APPROVED IN A BED IN A BED SCREW OF APPROVED OF APPROVED SEALANT SEALANT APPROVED SEALANT 1/4" MAX. SEALANT �� WOOD OR XRAMNG BUCK �0 SHIM SPACE 1/4" MAX. BY OTHERS p ❑ ❑ p ❑ ❑ SHIM SPACE ANCHORS BELOW EXTERIOR WOOD FRAMING METAL MIDSPAN OR 2X BUCK STRUCTURE APPROVED JAMB INSTALLATION DETAIL BY OTHERS BY OTHERS SEALANT WOOD FRAMING OR2XBUCKINSTALLATION VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION TM 601 INDOWSNW 12TH AVENUE R IILO POMPANO BEACH, FL 33069 v•�\GENS+ 9pi�ii SERIES "SH93WW/SLOPE SILL" PVC SINGLE HUNG =*• o,Sb1 NOTE. REINFORCED NON-IMPACT 54 x 84 * INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT INSTALLATION DETAILS r $ SHOWN FOR CLARITY. O.• TAT O F DRAWN: DWG NO. REVACORIDV-, l SCALE DATE 08-01622 // S�ONA j1�;\\\\\ NTS 06/08/2012 2 OF 4 2 1/2" MIN. —�I REVISIONS EDGE DISTANCE I REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS °° a ° ° ° < e ° 1 1/4" MIN. OPTIONAL 1X BUCK ° ° ° a ° EMBEDMENT TO BE PROPERLY 1 1/4° MIN. SECURED EMBEDMENT SEE NOTE 3 SHEET 1 CONCRETE/MASONRY O ❑ 0 BY OTHERS APPROVED1/4" MAX. OPTIONAL 1X BUCK SEALANT a� 1/4" MAX. L SHIM SPACE SHIM SPACE - TO BE PROPERLY -- = 'SECURED ° --_ ANCHORS-ABOVE_ SEE NOTE 3 SHEET 1 a MIDSPAN 3 16 TAPCON 3/16" TAPCON INTERIOR - ❑� o ANCHORS BELOW °° Q MIDSPAN o ❑ EXTERIOR o EQ INTERIOR INTERIOR ° 2 ,/r. MIN. a ° EDGE ° DISTANCE APPROVED EXTERIOR SEALANT D JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET APPROVED IN A BED SOF APPROVED SEALANT SEALANT 1/4" MAX. NOTE., OPTIONAL 1X BUCK SHIM SPACE INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT TO BE PROPERLY o ❑ ❑ SHOWN FOR CLARITY. SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS a ° TM WINDOWS L.L.C. o� II111IIIII1fi aa. /j/i a ° ° 601 NW 12TH AVENUE \\\\\g R LQ,� a G ° POMPANO BEACH, FL 33069 `�v•��CFNSF'9J+�-�� SERIES "SH93WW/SLOPE SILL" PVC SINGLE HUNG _*• 0„61251 *= REINFORCED NON-IMPACT 54 x 84 INSTALLATION DETAILS ��0• TAT OF ;[V VERTICAL CROSS SECTION �O,i,.•,� CONCRETE/MASONRYINSTALLATION DRAWN: DWG NO. REVCORM.•\ S LE NTS DATE '06/08/2012 8 s016 20F 4 ///,SZ ONA 11EaG��\ REVISIONS REV DESCRIPTION DATE APPROVED 3 7/8' 3 15/16" 2 15/16" a o � o a 2 000 _ SILL(SH9303) FRAME(SH9301) VINYL PVC.065"THICK VINYL PVC.065"THICK - --2 3/8.. - - - - 1 7/8" 1 11/16" 1 7/8" E l 7 7/16" 0 0 ° 1 15/16" 1 15/16" 1 15/16" / �� 1 3�16° 1 3/.l—�� 1 3/1— 7/8.. FIXED MEETING RAIL(SE9304) COMMON SASH(SE9345) LIFT RAIL(SE9346) 3/4"GLAZING BEAD(BV137) VINYL PVC.065"THICK VINYL PVC.065"THICK VINYL PVC.065"THICK VINYL PVC.059"THICK -j 1 9/16" r �- _ � 1 1/z" � -{ 1 t/z" L-I -r LL.1I 13/16" 1" 11/16" 7/8" 13/16" T 1" I— _-F T REINFORCING(SE9304) REINFORCING(SE9345) REINFORCING(SE9346) ALUMINUM 6063-T6.09"THICK ALUMINUM 6063-T5.095"THICK ALUMINUM 6063-T6.125"THICK TM WINDOWS 601 NWH AVENUE POMPANO BEACH, FL 33069 SERIES "SH93WW/SLOPE SILL" PVC SINGLE HUNG _*• 0,.S61 *= REINFORCED NON-IMPACT 54 x 84 COMPONENTS ��0, TAT OF V.LN: DWG NO. OB-016ZZ REV %O��ss,�OR�OGP`G\��\ SCALE NTS DATE O6/OB/ZO1 Z SHEET 4 OF 4