Loading...
HomeMy WebLinkAboutREVISION - NOA - ALUMINUM WINDOW WALL SYSTEM - 5-3-07�t � l�� 1•dl t�DNt.7L. A4 'f BUIIJIbIRG CODE COARLIANCE OF HCE (BCCO) PRODUCT CONTROL DMqjON NOTICE OF ACUMI PT Samith Mountain impact Sy tcna<q by Parade iis1219 SW 120 Shleet Miami, FL "331.76 FILE COiUYN, I1AMDA jqr- MO -DADS FLkOLE i I3UILDING N� 0 T r4 LAGLER STREET, SUITE 1603 MAN-H, FIAItIUA 33130-1S63 �07VA This NOA is being issued under the applicable rules and regulations govern' the use on n mattenals. e, A, The documentation submitted has bean reviewed by Itdiami-bade County Product Control Di -vision and accepted ��� � by the Board of mules and Appals (1301ZA) to be used in Miami Dadee County and other areas where 3llo%ved by the Authority having Jurisdiction (1IIJ). `phis NOA shall not be, valid after the expiration date stated below. The Mini -bade County product Control Division (In Miami Dade County) and/or tare AHJ (in areas other than Miami Dade County) rmrvrve the right to have: this product dr material te,ted for qutdity assurance purposes. If this product or materi2i rails to perform in the accepted manner, the manufacturer wM incur the expense of such testing and the AIU raray 1.rmnediately revolve, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revolve this acceptance, if it is determined by Miami -Dade County product Control Divisionthat this product or material fails to weet 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. . DE,qCRIPTI1ON: verges "SMI-1-75" Aluminum Window Wall System APPROVAL DOCUNMITI': Drawing No. IN03-64, titled "Series SMI-175 Alum Window Wall (L.M.I.)", sheets 1 through 7of 7, dated 8/I1/03 with revision on 10/23/03, signed and sealed by Humayoun Farooq,1'.is., bearing the Mimni-Facie County Product Control Revision stomp with the Notice of Acceptance number and ebtq)iration date by the Main -Fade County Product Control Division. M wi. rs b+ A(CT RC%'}1�T' G: Large rind. SnmU Missile Impact LAMMING; Each 'unit shall bear a permanent label witla the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. bEWl;)T .&� of this NOA.�hall bz considered after a renewed: application has been filed and there has been no - change in the applicable building code negatively affecting the performance of -'this product^ Tr1,1XHW,.A'.1'ION of this NOA will occur after the eKplr ation date or if there has been a revision or change hi the materials, use, and/or manufacture. of the product or process. I iisuse of this INTOA as an eadorsament of any product, for salon, advertising or any other purposes shall automatically terminate this N10A. FaHu,:e to carnpiy with any section of alas NOA shalt be cause for termination and removal of NOA. ADWRTISE1 =,14 T: The NOA'number preceded by the words Miami -wade County, Florida, and followed by (lie expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it 91LIll be clone in its on.tixety. 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 tgre Building Official. This NOA revises %TOO R. Q4927.1l0, and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, p'.L. NOA No 03-0925.01 Expiration Date. Novemirn. Z1, 2007 Approval tic: December 04,, 2003 S Y1�yW m �� ����with Mountain I nS NOTIC OF ACC EPT.&NCE EVIDENCE SIJBWITED A. DRANVEM I. M.anufacturen die drawings and sections. 2. Drauring No. W03-&1, titled "Series SMI-175 r1durn "Mudow Wall (L.1 1)", sheets 1 through 7of 7, dated f 111/03 with revision on 10123/03, signed and sealed by Humyoun Farooq,P.E. B. TESTS R. Test reports on 1) Air Infiltration Test, per FBC, TAS 202=94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC; TAS 202-94 4) Lairge.Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1and TAS 202-94 along with marked -up drawings and installations diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. X721 elated 03126/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS .202-94 2) 'Uniform Static Air Pressure Test, Loading per.FBC, TAS 202-94 3) Waster Resistance Test, per FBC, TAS 202-94 . 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.land TAS 202-94 along with marked -up drawings and iiam-Madon diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I{ TL 3833 dated 08105/03, signed and sealed by Joseph Omn, P.E. 3. Test reports on 1) Air Infiltration Test, per ISCJAS 202-94 2)"Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94� 3) Water Resistance Test, der FBC, TAS 202-94 4) Large Pfissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry T6st, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation. diagram of an aluminum window w,A system, prepared by Fenestration Testing Laboratory, Inc., Test Report: No. FTL 3 465 dated 7117102, signed and sealed by James Worth, P.E. "Submitted atnt er PM4#02-092714" Deputy Director, Product Control Division ISTOA No 03-0925.01. R xpiraflon Date: November 21, 20M Approval Bate, December 64, 2003 1;-� Smith Mountain get x qms hT Paaande Ppnc 0 P ACCC2iJ.FL tLt:tU.10Ea ErY.E{FYIf.JNCE, SRJM011 ,l.ED C. CALCULATIONS 1. Anchor CalculMons and structural :analysis, prepared by Bromley -Cook Engineering, Inc., dated 11/2.4/02, signed. and sealed by William COOK; P.E. " oubrnifted i der• T40. 1102- 27.105" 2. Anchor Calculations and structural analysis, prepared by Al Faroerl Corporation, dated 08/30/03, signed and seated by Flurwayoun Farooq, P.E. 3. Complies with AST NM-E1300-95 D. MATEMI A-11, CERTIFllCATIOl`TS 1. 1',Totice of Acceptance No. 93-0302.04 issued. to CTCB ChexWealF,. Corporadon for Uvel of Liq, Resin to adhere to Class" dated. 2/8/01, eiapiring on 2/8104. "Snnbuiait+eal under NOMR92-0927.10" 2. Notice of Acceptance No. 01-0205.02 issued to Solut iaa Inc. for "Saflex/Keepsafe Maximum" dated. 05/17/01, expiring on 05121/06. NJ. QUALM, ASSURANCE 1. ivhaarrni Dade County aailding Code Compliance Office. F. STATEMENTS I statement letter os.7 no financial interest, dated 11123M. signed and sellod by William Coors, P.E. 2. Laboratory compliance letter for Test Report no. 11 FL t12051., issuod by Fenestration Testing Laboratory, Inc., dated 9/€1/02, signed and sealed by Tames 'Worth, P.E. 3. I_aboraatm�y compliance letter fof Test :Report no. FM 3721 issued by Fenestration Testing Lab -oratory, Inc., dated 4/15/03, sighted and sued by Joseph Alan, P.E. 4. Laboratory compliance letter for Test Report no. F`. L 3833 issued by Fenestrations Testing Laboratory, Inc., dated 8171030, signed and sealed by Joseph Chan. P.E. G. OTHEI P. 1'. Notice of Acceptance No. 02-0927.10 Smith Mount6in Impact System by Panda Pane, aeries " S1VB-175" Aluminum Vrind i:yw Wall System, approved on 11/21/02 and expiring on.111211,07. 2. Letter froraz the consultant stating that the product is in compliance with the Florida Building Code (>F.B.C.). s� Deputy Dlrer aor' Product C onfrat iiAtAdG11 NOA No 03-0925.01 P;xrpj&r,W ra Date: November -M, 2007 Apprwin.1 Date: Detem ber W, 2*03 R-2 _ . SERIES SMI-175 ALUM WINDOW IIIALL STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THUS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7-88, ASCE 7-93, ASCE 7-95 OR ASCE 7-98 AS REQUIRED BY PREYAIUIJG BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. A14CHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MA7ERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. u9T=Tnu5;USE ia AS FOLLOWS, �• pzz Pn /r ���ilrOn � dace!'oAtrcT TF�P 1 DETERMINE DES;GN YAND LOAD REQUIREMENT BASED - ON WUHD VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. Engn OR, HUHAYOUN FARODQ 4 c SffiLh:TDRFS t S' SEE CHARTS OilLA SHEETS,S!ZE 2 FOR DESIGN LOAD CaIPACRY F1A PE �' Fd' C s . OF DESIRED GIASS SIZE. C.A11 �.'.'+SG — SIEP CHECK MULLION CAPACITY FOR A GIVEN SPACING AND 9 IIBGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. C . USING CHART ON SHEETS 4 SELECT ANCHOR OPTION drawing no. �P� WITH DESIGN RATING MORE TW.N DESIGN LOAD SPECIFIED OCT 2 3 2003 W03-64 IN STEP 1 ASOVE`. EXiEPoOR 1/2• MIN. TYP. f anss er,E In b A K \Z s N H 00 1/2' MIN. T'P. ,..3 e-t GLASS BILE z A En a S m z y O 4 � o , � z N 1/2' MIN. TYP. ' GLASS BILE m m O z d m 2 to 3 acula 1/2' = i' a { c. ey: luvio � ? I cra. tr• � z t7 � m G G m �p m m m u i 1 U 41 G (.i m G W w mWW O C O O I I C O G O O I N N D O G O O C �• y 1 I? W W W U W I I I a u u u u l l P N G U W W frail I N ro. W G W G u 4 m 0 0 0 0 0 IJ b p O O v a 0Io ololo�o,o l o l of of olb to O A m N m O m 0 to N m O m 0 a ms N_ O� p O m O m N O m S N 1 I W c f.l W G I i I W W W W I 1 1 tmJ G N tw 1 I 1 tuD V W W W I I I I N W G 4 41 o 0 0 oa o o- b + m I I w o w in c o w 0 l l l w 0 u w 0 0 w o I l m l o m m o o m b a m m m o m m m m T-7 O 0 o v w Y N ycl r O C p o o v ti rT y O O O O wTi Pl O O O G Oe V + '0 0 0 0 0 0 D. 0 0 O 7J V m m m C {• m O O O O m O O O OC m O m m O O IJ G m m 0 O O G O O 'O b O 'O J m m A !O m b O O 0 0 O O 0 0 O O m 1 O b O C 0 0 0 C!• O O O O O O O •� N m v C+[a� o O O o�+ O O O J mb m o 0 0 0 O C 0 0 0 0 o 0 m m+ O G N '- o 0 .. + 0 0 .. 0 J m ,m Y m ... J O .. .. O O p+p p+p O O- A pp O D p � O Oo .., + 00 5 ZZ ^ H K FJ G O G O D o 0 o m b m G C 0 0 0 {` + u o 6 O O C 0 O 0 O O 0 0 O O 0 0 O 0 O O 0 0 O O 0 00 O O o O c O O o 0 O O o c O O c o O 0 O O 0 0 O 0.0 O O O O 0 0 0 0 0 0 0 0 0 6 0 o m o o b c o o �n 88885$o88S888?8S8S88��oS8SSS8�P'9p9IV ffbE b o o b o o '0 o 0 0 0 o c p o 0 0 0 0 o u W o 0 o b o c N m 0 0 0 0 o ti ;EPJES SLII-175 ALUM WIN—" PJALL (L K.I.) —r-AROOQ CORP ON SMITH MCU, 9'f& S ENGINEERS, PLANNERS 8c PRODUCT DESIGN f 11520 S.W 120 St. 1235 SW 87 AVE X MAIL FL 3120 MIAMI. FLORIDA 33174 TEL. (305) 261-81G0 FAX. (305) 262-6978 TEL (303) 278-2878 FAX, (305} 278-2879 1 _ m 0? N pe O A N N O i• N P O d N m g O A v N 6e ... @ p 4 G A N OI O, k m N pNi p A V Oi N' Je Co N m O a v 7 T O v N b � m N b C � O y7 z 1 I 1 to N IA N N I 1 I N n N N N m l i I rJp U t„ tVp u tJil V J N J V I I N N U U b b b b l N fl1 III N UI N N U VI N N N RacI "l C y d 0 0 0 0 (! b b b p O O b 0 f11 III �f 0 OO O b 0 0 0 0• U U V N vVi J V JN V V J V J J V J V T-n N V0 0 0 0 b 0 0 0 b C 0 0 0 b O p b p b O b l d p I m o$ m o ldd b0 o 0 0 b 0 0 b m 0 0 CG m 0 0 o p b 6 o 0 0 0 0 0 0 0 0 0 b G 0 0 b O m w b O o m 000b0bO 0 0 c o bb m m b G oao O O b G b O b O G O b O b b b m O V $ $$ o o a o g10 0 P.o S$ o 0 0 0 0$ o 0 r g b � b$ b b b bIb b b b b b I b b b b o b b b a b o bl0 b o b$ b b b b b$ o o o$ b o a b b S b o o b b o 6 b 0 o S o b b b ._ MWE HEICI-IT pp P W N Oa O? m N ..pp A f.l (.1 N O Y N N� V .P m N N A g W m C� A W N lfa O A S •,�' v O• --------------- 2 y O I I I I I I I I I i l l l l l l V l N V V N N V V N rn X --11 0 b b o o •F �� 't>J I I I I I l l l l i l l l l l l l tVA 0 V N N 0 b u V N 0 0 -i y i ^l •S o 0 0 0 0 0 0 0 0 oIo 0 0' 0 0 0 0 0 0 0 o a m o b o b o o b b o 0 0 0 b 0 b b o bM {' m g .] o 0 0 0 0 0 0 0 0 o 0 oib o orb o 0 0 0 0 o 0 o p o b o 0 p b o 0 0 o b 0 0 o b 0 b b T m n� � z .�. q�11 IIII i .� I / Ni+ 1ti � o• ame; oo_I+_cs K'ylSlon'3: ) SERIES SMI-175 ALUM WINDOW VUU (LA1.1) AL'-f'ii.IlQUiv C TH ORATION !f1c O a e Y �cflo I _. 4 31Y. T�2•=T•-O• a Tp.73.03 110 Mmv-THIS SHM Wt��F9 %"louWpJ" ���p�,{ ��.S ENGINEERS, PL%NNERS & PRODUCT DESIGN W 1235 S%/ 87 AVE i �• yy Ilnuln 11520 S.W. 120 ST. MIA6A1, FLORIDA 33174 p MIAMI, FL 33176 TEL (soy) tea-a100 FAX. (sus) 262-6978 ° ctec _ TEL (305) 278-2878 FAX. (305) 278-287s .(-- ----- __— I1LNy 1 N o rc om� coma 614 NNN ad H all H y4r yG�DG -Ny�yN Z2Z ZZ2 Too xx00c' 000 x 000 000 �NN NNV�I W �9� 9�L Yit mmm mmm m1�n m�I�l�y�ll �m�m� To 02 00 0220 0O-M ZSS www NNN A 000 O_0 mmm nl f4im 000 000 Z -n m •n 'n m +c xrzS CCC CCC ZEE EEE 000 000 zzz zzz 000 000 10WA ;u SDA y�yDD pyLy� W3SM WW mmm N O cO.a 4TT V Ol m U A A p O 61 A 21 N m O A m N V m O U A A W N m 0 CO N n O r� N W O A m N m O A _ N m D A m N m O A z v p v • 2 N C Ill Al l,l A O N N V V m A O 4 0 m tJ N V m m A (Ja N G N m m A 0$ m+ o + m V m Ol O+ O p O O p o m A m m to '� o 0 0 a x n 0 0 m {. fA o. o o OI m V _. A 41 0 o N p 0 �y p O O p O O O p O G m V A 0 O O 0 0 S S�? 0 o mm A U N W G 0 0 0 O OO o p A o p 0 S S 0 S O S y IN o O o 0 0 0 O 0 9 YN 0 m m p 0 0 0 0 0 0 !a o o S o 0 o S O O O S 0$ 0 0 0 0 0 m .+ .j y 0 0 0 0 0 0 o J O o 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 p 0 O O p p O G p C o $ O N 0 0 _ _ TH S S 0 0 o S 0 0 a a D p' 'o O 0 'o o 'o 'o 'o 0 0 0' $ o $ o $ $ $ o $ THE $ $ $ $ $ In 0 0 C o 0 0 0 o o 0 0 0 0 0 o C o o 0 o 0 o 0 W M I] m o o 0 0 0 o a o 0 0 0$ o 0 0 0 0 0 o p o o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,% 0 o p o N 0O o e o 0 p 0 0 O 0 0 0 0 0 00 p p O 9 O O O 0 0 too OpO 0 0 0 0 0 O O C O$ O O S t� 0 0 0 o o 0 o 0 o b c o 0 0 0o p o 0 0 0 0 0 4 0 pJOOOOO yy : N} g FRAME HEIGHT Y H Ii FRAME HEIGHT O v N 4• 4 N m w m N 0 mO1 O A m° N 9 0 19 ? N N iD 41 V m V+ IV O W O m yy yy o .+ fY o W IJ to N m 4 A 'p---------------------- O V m i0 o p p N C •'L m - p b W Cq 0V4 . $oS Z. O O O Gm In o 01 pp p y wuo0 va 9 @ C] A p o o o oo a u$ -. o o$oo� ._. P$$ _a - G:co$$oo.m,cpi O o G O O m O p p O 0 0 N V o 0 p C O O N N C oo 0 0 0 0 0 N 0 H O 0 0 0 O 0 0 0 0 0 0 0 0 0 0$ 0 0 0 0$$ O pp S O pp S O$ P. O 0 O O O p O D O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 o O G --------------- O p O 0 o m m 0 0 0 0 0 N .'m" $$$ J o 0 0 o$ 0 0 o o p lu m o N O 0 0 0 O O 0 0 O SO,p 0 0 0 N 0 >>� chi O ti 0 0 0 00 0 0 0$ o 0 0 0 od o 0 0$ o o$ o 0 0 o p S o o 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 o 0 o 0 o 0 0 0 o p o 0 o$ 0 I N � FRAME HQGHi 0 qq 0 II Y N } 0 a U FRAME HEIGHT 1-03 revlsrons: - - J ` -- O no n L. _Y escno con S:FIES SF1F-175 ALUM 1JINf707F Y.4t1 Lk1.l. AL Al, C CORPORATION acala: i�g vy...o• A lazs.0 140 CM40E THIS SUM I p ENGINEERS, PLWHERS & PRODUCT DESIGN Cp9 SCsei a i`+71i.�.51MI4 Fiu¢aR:d S1 �F$ 1235 SW C7 AVE Ly: kmnu 1157.0 S.W. 126 ST. MLI FLORIDA 33174 o Phir'PA�-33178 "re. (305) 284-8100 FAr. (305) 262-8978 J� O cn:c try: �L"Z'i-"-�)_278-2678 FA%. (:AS) 278-2879 (------- ........ ......:..._ _._.. TYPICAL ANCHORS .SEE ELEV. FOR .SPACING TYPICAL ANCHORS METAL STRUCTURE ley SEE ELEV. FOR SPACING 1/8' ON. THICKNESS WOOD BUCKS EfF tt-03 N TYPICAL ANCHORS SEE ELEV. FOR.SPACNG 2BY WOOD BUCKS 4 V� 91 - TYPIVL ANCHORS SEE FOR SPACING TYPICAL ANCHORS LEV. FOR SPACING WOOD STRU 's C) vz c m of (L WOOD BUCKS NOT BY SMITH MOUNTAIN, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TVRICAL ANCHORS SEE ELEV. FOR SPACING ;E TYPE W- 1/4' TAPP ON INTO WOOD STRUCTURES 1-3/4" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY w U5 1-1/4' MIN. EMBED INTO CONC. OR tvis-SONRY U7 Rq TYPE V- .1 /1" TAPQQN DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r(PE IV- .�14 shi-5 OR IZA" $ELE DRIL!JNGQRa-5. .5 - _ a INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063-T5 MIN. 2. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR FAINTED) 8 -TOM-EDGE 01aT&4-U E., INTO CONCRETE AND MASONRY = 3" MIN. 151 1 + INTO WOOD STRUCTURE = 1" MIN. v-7 ©� I'3 t�afte-la Fn —sr. OR ROTAFOUNMR'000 m1b - 01 KA. PE r7 16557 C.A. 35M da r1ml cad TYP ICAL ' L6HO-RS OCT 2 3 2003 draMng no. SEE ELEV. FOR SPACING W03964 O oa aa7c. CS-tt-03 revisions: a o ,l.. �„ --- SMES SMI-175 ALUM MUD90 WALL (I-s.i ) I FAR®OQ COHPURATION (rd coon: t/2' a 1' a to.zt.oa O1uum COMPOUND 1"s ADDED SI$lili Opgr n EAi�F.CF �J ENGINEERS, PLANNERS & PRODUCT DESIGN 11520 SM' 120 ST. 1235 SVI 67 AVE ;4e FAIAkfI, FLORIDA 33774 �d d% = 611AAM, F1 33176 4. P Cy_ b� TE7. (30.5) zG4-aloo FAX. (305) 262-6978 TEL (sos) va-za7a FAX. (;os) z7a-zags r----- --..- - - . FRAME HEAD/SILL/JA.,iB 125 nn k m31 750 - 1,6E5— INTERMEDIATE SNAP -IN L_ 125 ,37e -f�--3.697 —1 POCKET FILLER 556 .750 F � 1 .525 125 IE8 WEDGE -IN GASKET SCALE 1:1 3.625 4,0162 --- I 1,625-- i Ll ` ,083 i .937 '7' '1� II -7� F-1.200 -� POCKET FILLER GLAZING STOP e a A y i Iml J PART # QUENTIrf DESCRIPTION MATRRLIL b1ANP./SVPPUER/RRHARXS 1 SMI-001 AS REOD, FRAME HEAD/SILL/JAMB 6063-T5 SMITH MOUNTAIN 2 SMI-003 AS REOD. INTERMEDIATE SNAP -IN 6063-TS SMITH MOUNTAIN 3 SMI-004 AS REOD. FLAT FILLER 6063-T5 SMITH MOUNTAIN 4 Skit-002 1/ CORNER GLASS STOP 6063-T5 SMITH MOUNTAIN 5 H-63 AS REOD. GLAZGA EPDM 70 f5 UNIVERSAL RU86ER CO. E G-40A AS REOD. SETTIINGNG 9LOCKSKE (1/i" X 1/2" X 2" LONG) EFDM 70 ±5 UNIVERSAL RUSEER 00. 7 1/4-20 X 2-1/4-1 AS REDD. MULLION SCREIYS WITH NUT & WASHER - AT S' FROM SIDS a 24" O.C. 6 #12 X 1-1/2' 2 PER CORNER FRAME .ASSEMBLY SCREWS - HEX H SELF DRILLING 9 V2100 - JACHESIVE FOAM TAPE (1/4" X 1/21 - NORTON 10 999 - GLAZING COMPOUND - DOW CORNING t0A I 895 - GLAZING COMPOUND - PECORA 1) - - I REINFORCING CHANNEL STEEL 1-3/16" X 4-1/16" X 1-3/16" X 3/16' THY. 12 - I - I REINFORCING CHANNEL STEEL 3/4' X 3-5/8" X 3/4" X 1/8" =51[r] $z a N � � T M no i c: A = vi E N / � SRObUCC M�'80B&9 .of se�ia ay. b.4fa�ca i !°L J drawing no. wog—s�� ah:et 7oF 7