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HomeMy WebLinkAboutProduct Approval i I I I; I 1, 0 I n d J MATERIAL LIST (VENTED HALF LITEE ONLY) m N ITEM PART N0. DESCRIPTION Ott MATERIAL Z 0~5 O M 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13=0219.03 C0-LL N m 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA'13=0219.03 W J<°0 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13=0219.03 0^< 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER � w 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY Y a 6 16828-000 #8 x 2" PAN HEAD SCREW 14 IZINC PLATED STEEL '1 I 7 12207-000 M6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 o 9 16829-000 (/4 x 1/4" FIAT HEAD SCREW 6 ZINC PLATED STEEL ,i o 101 17041-000 FIN SEAL. ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL ow w Ill 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOAIg3-',0219.03 01'wy J 121 16806-000 RIGHT LATCH 1 NYLON 6z w~tg oo 131 16807-000 1 LEFT LATCH 1 NYLON 6 3 N m Q 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: O=LON2 WEATHER SEAL 9 0 woo> w 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 113-.0219.03 x o R Ja o E 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA13=0219.03 U z wJ m r w f J 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a y o rc o m w 0 18 DOW 1199 AR SILICONE SEALANT & I 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA113=0219.03 w o 22 W 16841-000 1/16'SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE w "0. w 1231 16968-OOD I SCREEN CLOTH 21" x 24" 1 FIBERGLASS II z z 1241 10046-000 SPLINE 6.1' PVC O LL w=a z 5woz-uog 00��0�!xj �aDaO aUW v Cmr S F u)O y o o ¢Oz ,A:'v�G•.• 'P��� o. 8/12108 *%N 7��_:* AS NOTED L, HERMES F.NORERO WBD 'a:•ST/I ,••0' FLORIDA P.E.NO.73778 388 E.DANIA BEACH BLVD. 5.FREY SUITE 338 ow,xvuc ero; 1��i�FSS••••'•••�1G���• DANIA BEACH,FL 33006 JW122008 FBPE CERT.OF AUTH.NO.29578 X14 av 14 I i I I I 1 I; I i I o c, J D: '0 Z OJco J� Z Wim W Nc 74•MAX.OVERALL FRAME MOTH Q r 72 114•MAX PANEL WIDTH 3 J Q a 713N'MAX OVERALL FRAME WIDTH SEE DETAILA 37112•MAX i n J2 35314'PANEL MOTH 353WMAXF 35314MAX SHEETS FRAMEMDTH c1 y d SEEDETAILA PANL WIDTH PANELWDTH SEE DETPE�6 �__PANELWDTH_j 35314'MAX 9HEET8 ILA SH 363AT WOH ASTRAGAL 1pl OTEB OTE6 OTE OTE 8 Q •/ 21 LAT' r 211 1B' �' p p 21 118• 21 1 MAX MAXI' z1 1/8 w ui D.L.O. WIDTH )N�DTH -Ago w y DTH mo q MDM z o i w O J NOM ®O N E4 @ a NO =om Sgt NOTE2 NOTE4�m 2 4 m a 3H,y m �NOTE5 \ @ NO 4 mLLmwoZ \ / OTE5 'q6 r NOTES A s m} J� FlXED ACTIVE � m m INACTIVE acrlVE J.---� I, I � ACm1E � 3 OTE! 0 NOTE4 w NOTE 4 SURFACE BOLT SEE DETAIL B SURFAC BOLT m ASTRAGAL SEE DETAIL B SEE NOTE 3 SHEETS SEE NOTE 3 SURFACE BOLT SHEET 6 _ SEE DETAIL B w 700 SEE NOTE 3 SHEETS o a w m m OVAL UNIT(gjjl SCALESCALE 1��L0 � SCALE 1 2 �1'-0" a�a R NOTES: I-ALL VIEWS FROM EXTERIOR .2 MULL POSTS B DOUBLE BACK JAMBS ARE INTERCHANGEABLE 3-SURFEE ACE BOLT NONAL OT REQUIRED FOR OR APPLICATIONS REQUIRING �� F11jpO���� O maZ .DP45 OR LESS. S .t-MASONRY AND CONCRETE INSTALLATION DETAILS; v_'Pp� wx 8112106 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, {� ]/_ —AS NOTED LATCH JAMB OR SIDELREJAMB WILL BE THE SAME -* '* HERMES F.NORERO own e�: WED REGARDLESS OF ROUGH OPENING TYPE FOR HORIZONTAL $T!( FLORIDAP.ENO.73M fioc� B.FREY CROSS SECTION IN 1X BUCK OPTION W MASONRYICONCRETE, 9!8 E DANU1 BEACH BLVD., SURE 338 aux+wxo: SEE SHEETS FOR DETAILS. 6-FOR VERTICAL ANCHOR IN IX BUCK OPTION IN �SS�""'. Gv� DADA BEACH,FL 33004 JW122008 MASONRY/CONCRETE,SEE SHEET B FOR DETAILS, �i �i44lON' „I��` FOPS CERT.OF AUTH.NO.!M8 s�eei3 a,4 I i I 1 i I I ' �I I II. i SEE DETAIL E a SHi.9 SEEDETAILA SEEDETAILASHT.9 SHT.9 0 �1 SEEDETAILA r-� STYP - –SHr.,O - •1—I � � w TYP SEE DETAIL D ac O 1 6"TYP SHIT.10 `SEE DETAIL A 9"TYP SEE DETAIL A m L_ 111°x'1 T\P 3 THP SHT.10 I' b� 5 TVP_ 3.T/rSHT.10 Z O _ 1 I i Illilll 1 11 II i — i 1111111 _\ Z W=LL m 2 W Yc? W I �<ae - - L0 I - - 1 p 1. x yl SEE NOTE 2 J�,• x I W TI<_ Y O_ – I /WnONAL " (WOOD I TNsrAuf s 1 (WOOD:N ALL 5 I 2" I – (MASONRY INSTALL)9 _ ¢ SEE DETAIL B (MASONRY INSTALLe –q�}• 1 �I f I TYP 8 HT.ID / 5 (WOOD wsrALL) 1 1 1111111 I I I 1 1 1� ,1 1 n 1111 "off z SEE DETAIL F J (MASONRV INSTALL) •.• �W In o SHT.9 Gni ANCHORING LOCATIONS SEE DETAILS S33 CIN SCALE:OUTSWING SINGLE O* (X) J SEE DETAILS i' - SHT.10 SCALE: 3/8 =1'-0" SEES�9ETAILC SMT.10 SEE DETAO.C� 980 S z o SHT:9 O ANCHORING LOCAMQNS DOUBLE ANCHORING-LO TIONS DOUBLE xo°P p^� Q�SWING UN�J�._o SID LFA�(XXO) OUTSWING IT %1. x SCALE:3/B" =1'-0 SCALE: 3/5- =1–0 2 9-. z NOTES: FAy-' o 1.CORRUGATED SIENE S TO BE APPLIED ON BOTH INTERIOR $ NOTE E7 'i MD EIOERIOR SURFACES AT SPACING SHOWN.+/-1".FOR TOTAL OF NNE FASTENERS PER SIDE o m B 7 1 I 2.CORRUGATFDIFASTENEfS ARE UTILIZED ON DOUBLE BACK JAMBS w 1 NOTES / ONLY. OWT INJ SOLID 1AUI.L POST CONFIGURATIONS. NOTE 3.SEE SHEET 10 FOR LATCH AND HINGE LOCATION& m y 4.SEE SHEET 10 FOR SIDOJIE FASTENER LOCATIONS. i y DETAL C _ 5.SEE SHEET 10 FOR SIDEUTE BRAD NIL LOCATIONS FOR v,°y=co LOWER SURFACE BOLT STRIKE PLATE DETAIL D - DARTER ROUND MOULDING ATTACHMENT o<O O w &LOWER ASTRAGAL BOLT STRIKE LATCH&DFADBOLT O DETAIL A DETAIL B STRIKE PLATES 6.ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a.d v it UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0' SCALE: 1/2"-1'-0" AT FABRICATION WHEN ASTRAGAL IS APPLIED AM THROW BOLT PLATE&UPPER ASTRAGAL SCALE: 1/2"=1'-0" LOCATIONS ARE DETERIANED.STRIKE PLATES ARE ATTACHED IN BOLT STRIKE THE FIELD. f o F SCALE: 1/2" =1'-0" 46 7.TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATIom C o NOTE as SURFACE BOLT ALSO DRILLED AT FABRICATION WHEN /'--- -'� BOLT STRIKE PLATES ARE ATTACHED IN THE FI %ELLE.AS NOTED HERYESF.NORERO �.. ISO 46 ` FLORIDA P.E.NO.73778 ' 45 NOTE 7 AI-.:• � L r p+ 998 L DANIA BEACH BLVD. Ar S.FREY OFTA!L E AT HEAD F.AY SI 1 :�.Ic.� OR11)4'••`2�`�� DANIA gUITE 328 FL 33OD4 -- DETAIL- SUURRLF�ACE B2 LT PLAOTE SUURRLFACE B2 LT;LAO :sS�ONt" G`�� POPE CERT.OF AUTH.NO 28578 see 9�a 74 I I ,I I I I I: I 11 I 9 I� ,i II ore s sEEDErAILASHIM 1N'MAx 1114' SHEET I2 MIN.EMB. 18 e 3 8 3 19 10 Q pf o SEE NOTE EXTER,ORSEE NOTE Z O Q A SEEN 6 2 EXTERIOR SEENOTE2 RIOR EE NOTE W ly CROSS SECTIOND ROc_S.SECTION LU¢F m 8 SCALE: 2=1'-0' 8 SCALE: ' 8 NASONRY& CONCRETE INSTALL �J Q v B SCALE: 2'�7-0' SCALE: 2'=1'-0' O In ,f4 5= SEEOETAILA 11? S SESHEALLA �. 1 J s Y d x SHEET I2 MW.EMB. Ny 0 N an d a�18 z U �� 8 9 1 19 I o EMBFD,dENT 0 Z . :i,cl.. {�. SEE DEMR A o O OTE d I };;-•I; _ i f:s SHEET 12 I+I w r Yu�q! ...1•'..' � 1 //4 MAX EXTERIOR 1 Z ..•��t•. I-wN m EXTERIOR -I SHIM �1/d•MAIC "•` EXTERIOR Z 'w EXTERIOR app y SEE OTE2 SHIN c .,• 29 9 2p1 O F NO 1/r MAX Ute'3y U E WOOD INSTALLATION B MASONRY&CONCRETE INSTALL f3 SCALE: 2!1-0' SECTION �! 1 L r_ R SHIM Woo' F SCALE: 2'=1'-O' SCALE: 2'-1'-O' 8 FIXED UNIT 1% BUCK OPTION IN xo t z nDm O I 1? SEE DETAO_A MASONRY — t 4114• ��1H'HMIAX 5 �p• MPERED yXI MASONRY1&3 CONCRETE ONCRETE Iyy50tlN1JT1 SgTALL Foou E W 4 SEEDETLA MIN.EMB. SHEET 12 11 (LEFT-HAND ANCHOR SHOW ANCHOR SIMILARLLlw 201lMAX Y MW.EMB2 tSHSEEDETALA SHEET 12 01 t/3. SHEE12 3MIN.EB. 10 .—;el N 10 19 25 37 21y S uuu'1-- 42 X Z= m s g EMBEDMENT y s .r.• e %`�, 5 4 AIRSPACE h . Y.� 7 5 30 OR J..� �, � 114'FAA 3 EXTERIOR it I'�'Iy ,,�.: SH 12A 2 p a — NOTE 4 1142 SX9A MODEL 799 VENTED HALF LITE W :?1 sT v O�~Z !_J_�HORQONTAI CROSS_$ECTION j w U 04 H I 9 WOOD INSTALLATION 4°� .•, `. o< p N 8 WOOD INSTALLATION 8 MASONRY&CONCRETE INSTALL SCALE:T=1'-0' 28 9 EX-ERIOR RIX d u SCALE: 2'=1'-0' SCALE: 2"=1'-O' TiR'WUL Mi. SEEDETAILA NOTES: SHIM o SHEET 12a 1.FOR ANCHOR SPACING(TIEMS 05 ORA),SEE SHEETS 9.10.611.1; (( v o a • 1 1B 3 Sy iAr 2.SPACING FOR OM FROM TOP OF SIDEUTE DOWN(SEE SHEET 10). OPERATING UNR 1X BUCK OPTION IN C ^O �5 9 a 3.ASTRAGAL SCREW PATTERN SPACING FOR 813: Nlij'j&CONCRETE INSTALL • (LEFT-FUWQ� (+R ,RIGHT-HAND ANCHOR SIMILAR) o ,� FROM BOTTOM:1?.T,312•,20'.243N•. z `�' FROM TOP:12',2•.312',20'.24 3M•,39•. `Z .PO.' -- 8112108''�' y"(`^ 4.1%MAY BE UTllR®AS AN OPTION.FOR VERTICAL SEMONSS SEE DETABS :• 1.. ecce:AS NOTED �- 12' STI 6.MORQONTAL SECTIONS:OETAf1S�5HEEf B._ �N HERYES F.NORERO II 4;S 4 AIRSPACE '.; O*. t .* FLORIDA P.E N0.73778 °"O'°"` WBD J�7„l S.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ^'01 1fd'MAX 3T ANCHOR SCREW CONFlGURATION. 9�T�/ p,•i �` 398 E•OANUI BEACH BLVD. sr. S.FREY S MODEL 799 VENTED HALF UTE �i� •...,,�. C2�2`. SUITE 938 HORIZONTAL CROSS SECTION 6.OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW ��y`s. DANIA BEACH,FL 33004 JW122008 9 MASONRY AND CONCR INSTALLATION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ��7;ON 1 `�� PE CERT.Of AUTH.NO.22M car B ac 14 SCALE:7.11.0' — I I I 1i i I li i I I �i I 'I I SEE 1) SEE DETAIL A SHIT.B SEE DETAIL C SEE DETAIL D SEE DETAIL C p n .�TYp SHT.10 SHT.10 51 TYP SHT.gTVP SEE �, 'o 9'TYP 11'TYP 8'TYP SEE DETAIL DETAIL A 61 TYP 6'TYP SEE DETAILA 3'TYP DSHT.10' rSHT.10 SEE U 3'TYP 3'TVP Z If O SHT.10 1 I I 1 1 1 I I 12 I 1_1 SHEETS I Z W LL co 1! I 1 1 I 1 I 1 1 11 11 I 1 I 1 I 12 1 I I IL Y=m JQ� I I r I W - I -'221 SEE - i I I = } SEE NOTE 2 2 DETAIL B W C',J= _ I I r MULL POST -37 I I. a SHEET9 MULL POST- SEE OTE 2 -92' _ -d2' _ $ L [ k r f - 9 I OPTIONAL Ji -3r -DBLJAMBS _ (WOOD TALL _ - ' I (OPTIONAL -62' I S )(S�-� -6r' (WOOD INSTALLI6 I I - $ (MASONRY( TALL)(g} m MASONRY INSTALL 9 I I - \1 �7 W - TYP 7r ' -1 1 111 111 ! I1 fi I� I LIL w 1 I III I11 I 11 III IilrlQ, I 1 I apt? a �( - •••v LATCH AND HINGE MULLIONS 0 3 o j `SEE DETAIL SEE FOR AL`f MES t73 w • •• SHT'10 SEE DETAIL F DETAIL SCALE:17=1'-0' b 0 no .. zw SEE DETAIL C ANCHORING LOCATIONS DOUBLE SMT 9 SHTII 10 y of 9 w a m SHT.9 QJJTSWING UNR W/251DF1ffE 10)(7(0) ANCHORING LOCATIONS SINGLE' 11 Z w o V SCALE:318•=1'-D' OUT 11j)G UNTf W/2SIDELITE(0)(OII y SCALE:318'•1'-0- h o a it � w o (92'' 3 4 ' e p a 1 3 1 Sm _ DETA(LA DETAILB TYP FOR HEAD.TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS 23 .q SCALE 1-17 m1'-0' SCALE:1.77.1'-0' w n b D 1 II = _ t7 NOTES:( 7 W 1.CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR > L7 0 2 s AND EXTERIOR SURFACES AT SPACING SHOWN,�1-1',FOR 0 o Wi D z t, TOTAL OF NINE FASTENERS PER SIDE, ad 2 CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o 3.SEEISHTi10 FOR LATCH AND HINGE LOCATIONS. °fw = n 4.SEE SHT 10 FOR SIDELTTE FASTENER LOCATIONS. S.SEESHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER eS•3 0 ROUD M1 NTj CHMENT. ss a & �� p m i R .•.. 8112106 AS NOTED HERYTB F.HORERO .-•j 0' FLORIDA D.E N0.73TTB p1Yd B1•` WBD STAPLE LOCATIONS BRAD LOCATIONS DETAIL D P=; t L 368 E OAHU BEACH BLVD. �'� S.FREY WICAL FOR ALL SIOELI�FOR ALL S SC& F ALl SIDELITES TYP FOR HERO TO DBL JAMB On.'......RRR((((..>`,���� _SUITE338 oluwiHoxo: SCALE: 3/8' = 1'-0' SCALE: 3 S m ' DETAILC SCALE:t-1@'•1'-0' I,'���i�ss'ONAI E�G� FBPE CERT.OF AUTX.N0=29678 JW722008 �F�MEAD TO MULL POSTTO MULL POST SCALE:1.17=1'-0' I Illlllp m..r10..L4_ - I I I � I I I j MATERIAL PROTECTION 1. ALL LATCHILOCK AND HINGE HARDWARE 1481/2'MAX OVERALLFRAME WIDTH © TO BE OF CORROSION RESISTANT MATERIAL p OR CORROSION RESISTANT COATED. 371/Y MAX 1 74'MA%." 37114"MAX tD FINISHIELD/GLADIATOR STEEL COOK W000 EDGE 2 ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH I DOUBLE FRAME WIDTH F SEM O� GLAZED124h"OUTSWWG DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 353I4'MAK 72114-MAK. PANELWIDTH Q IDENTIFIED IN THE FBC. O PANELWIDTH DOUBLE PANELWIDTH m 1.THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEETSAILA U 2 J v THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE OTE 6 OTE d LLN SIGNED AND SEALED DATE INCLUDING HVHZ AND HAS BEEN W Y=m EVALUATED IN ACCORDANCE WITH TAS 202A7 AND ASTM E331.00 AND ASTM E330-02. y 2.2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED y y PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 211X 2f IIB' 2118' 2118' LIJ 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES. _MAK _ '."y'_ _�QtAX MAX' p fS W st�j Id= AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE 1"ALL VIEWS FROM EXTERIOR. D.L.O. D..O. D10. O.L.O. M Yd MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2-MULL POSTS B DOUBLE BACK WIDTH PDT. WID WIDTH C= 4.DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS ARE INTERCHANGEABLE. w 5.FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) 26 c 3-SURFACE BOLT NOT REQUIRED FOR @ a REQUIRED FOR DOORS AND SIDELTIES. APPLICATIONS REQUIRINGOPDFOR O w ¢ 6.FULL LTTE APPROVAL COVERS USE OF FRACTIONAL GLAZING, LESS sg( ti W CLU75 0 DING OVALS,SUNBURST AND ROUND-TOPS.ALSO � 2 NOTE NOTE 4�o a INCLUDED ARE INTERNAL AND EXTERNAL GRID,BUNDS L\ 4"MASONRY AND CONCRETE WSTAL- ,I BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. @ 25 w w 5-POSITION AND NUMBER OF 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HIN"JAMB,LATCH NOTE 2 N E O w y 8.ALL IX&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR SIDELRE JAMB WILL BE g NOTE I \ I/ ago= a GREATER. THE SAME REGARDLESS OF ROUGH 1, OPENING TYPE.FOR HORIZONTAL J�? w CROSS SECTION IN I BUCK OPTION IN MASONRY/CONCRETE,SEE �I INACTIVE ACS FIXED =o S: tai SHEET 8 FOR DETAILS. m o w a DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN IX BUCK OPTION IN OTE 4 ASTRAGAL 07E 4 z w q FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRYICONCRETE,SEE SHEETS FOR SURFACE BOLT JJAMB MULL POST E y SUBSTRATE WITH LMC ADHESIVE. DETAILS. MILL POST BEE NOTE 3 SEE DETAIL B w o CORE DESIGN:THE CORE CONSISTS OF 1.125 POUND DENSITY SHEET 6 QUAD UNIT 0 EXPANED POLYSTYRENE(EPSj. SCALE: Ir -01 g PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED (OUTSWING NON-IMPACT) FROM TWO SHEETS OF 25-GAUGE(.016-MINIMUM)GALVANIZED DESIGN PRESSURE RATING m m STEEL.THE FACE SHEETS ARE BENT 90*OVER THE 1.688•X 1.0' A•WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION y (7 3 LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED w F z AVERAGE MIN YIELD STRENGTH OF 25 IL SHEET F SKIN IS W1IHOLR W� WITHOUT WITHOUT I WITH w 38,400 psf.THE 1.688'X7203'BOTTOM RAIL CONSISTS OF SURFACE BOLTS J Z w ROLLED-FORMED GALVANIZED 25-GAUGE(.O1B'MIMMUM)STEEL SURFACE BOL73 SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS THE WOOD LOCK BLOCK IS 1.688'X311W X 17. POSITIVE WS +55 +30 POSITIVE +451 +55 w z r z NEGATIVE q5 ❑LL Lp F¢a z FRAME CONSTRUCTION:THE FRAME JAMBS d HEAD ARE W =❑O NEGATIVE -05 -55 •5 -55 r❑z v CONSTRUCTED O, IOOD.THE SILL ISCOMPRISEDOFA ❑¢w7 t91- NON-ADJUSTABLE COMPOSITE MATERIAL.WITH ALUMINUM O❑❑r❑lux_ CLADDING.CORNERS ARE COPED,BUTTED,6 SEALED USING TABLE 1 '� I ¢a❑3❑d U�u TABLE OF CONTENTS a❑¢O¢ o: SILICONE.THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) N FOUR 16 GA.7118'X 7 STAPLES PER CORNER THE SILL AND SIDE SHT DESCRIPTION RATIO-OH LENGTWOH HEIGHT IS EQUAL TO!OR GREATER THAN,1.0 QL $ o w JAMBS ARE FASTENED USING THREE 18 GA 7/16'%S STAPLES A Q iS PERCORNER.THE VERTICAL SOLID MULLION IS FASTENED ATI N�❑ THROUGH THE HEAD B SILL USING THREE I8%2-17 SCREWS PER 3 Digitally signed by Hermes F.Nomro,P.E. END.A3/B'HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD VERTICAL CR0355EC710N36 .O.M. ,���111S F.11////��tDOason:l am approving this document o AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED C(`� 0 r.2015,01 A7143555-05'00' ❑ ❑ m¢z USING TWO 96 X 1 10 SCREWS TO RECEIVE THE TOP AND ER ICAL CR S TIO S px U)IGIK � w� BOTTOM ASTRAGAL BOLT.EACH FIXED PANEL IS SECURED INTO �,P%O�S BI72N8 THE FRAME USING FOUR 16 GA 7116'X 2 LONG STAPLES PER 8 : p� srxe:AS NOTED STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERY 6 ANCHORING LOCATIONS 8 D TAI _%-. —:* HERMES F.NORERO THE FIXED PANELS/FRAME JOINERY ARE SEALED ATTHE DHO IN LOC IDNSB "AILS \ I _ �R FLORIDA P.E.NO.7=8 �'• WBD CHO LNG LO I 1 398EOANU BEACH BLVD..; S.FREY EXTERIOR USING 1199 SILICONEir \ OK 9'-% U IT COMPONENT*SDETAILS 1�1r O,t,•.,!)'L :•2�: SURE 338 : VENT LITE DETAIL \ ♦ . DANIA BEACH,FL 33007 ENT IT MATER AL LIST \ oaow '��isS,ON;;EaG� SPE CEfTT.OP RUTH.N0.29578 sy_7 20084 I it I, A- Ff I Y I I V i 711- Lu 3- SFF.I['NL EJXL CU: r:-A�L SEE VfTXL eld 2 ' :... _.._._..fin» __..... __ ... . __ _ �I r 6, SEE OFTAIL < AST.-RAGAL RFANKR 9OLl30 4--��IVUST BE DR! r) D-.ROIK'H 2" 1 I'F Ave. 1 THE 1HRES2LO & INTO THE STRUCIURE DEEP ENOUGH #10 x 5/8" rOR A 1.375" THROW 00 9ry"8 Y'2—?12" Vd ASIHAejAL REININER BOLT r I STRiKF P;ATF' TO FRAME XT -C At(,_,r ASTRAGAL AS S�'OVVN. i'tl'l;n:'A*.�':"-.- AnIt W�FAT #7� �14 M.Mt- V 2' FPAME L00' Z < 175, T T Lamm Q" MuMpe NSWING. -HRESH'M) 1- QFTAIL WICAtGLA7)NG DQAf A. NON—IMPACT GLAS �I I , FL W � { 1 h !ILL uttn•L. fI' L: I 'jSEE yIt 31 I UL 'L ti f.A F ) 6- {. of a� AItA.:-thaF_I�t�_aly 1. i•.td�.i.fSiS i0Z LOADING t;Ct3U:i1CN5 t'REHAREL), tnos.'inr''r.T: j I S.GNF't ANC (il A.-7C'BY 'JIS R. 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