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HomeMy WebLinkAboutproduct approval N a 0 y a J q 2 a q O W O m V IL OG1o� voW� O'°0EC, 8 0(L 0 A 1/8'TEMP. GLASS 1/8"ANN. GLASS 0AT cc In all OW 1/2"AIR SPACE 9/16"AIR SPACE Q w Z LL m 2 -0 1/8"ANN. GLASS 3/32"ANN. GLASS j b Q .I .090"Interlayer .090"Interlayer Q w m f Trosifol PVB Trosifol PVB By 'kuraray Americo, Inc.' By 'kuraray America, Inc.' m 1/8"ANN. GLASS 3/32"ANN. GLASS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SILICONE SILICONE # g m DOWSIL 1199 m DOWSIL 1199 INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET y 11 yI 11 ce :° THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. \ II \ = 'SU-D' ST. STEEL U-SHAPED 'SU-D' ST. STEEL U-SHAPED w Lo OCEANVIEW DUAL SEALED SPACER DUAL SEALED SPACER OT EMBEDED IN SEALANT EMBEDED IN SEALANT z a VINYL SINGLE HUNG WINDOWS (L.M.I.) OR OR o 'DURALITE'WARM-EDGE SPACER rc 'DURALITE'WARM-EDGE SPACER U DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER s BY'gUANEX' BY'QUANEX' S Z 14 z N CHARTS SHOWN ON SHEETS 3 AND 4. {u ,F� d 18 w 1g 0 M�O o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER G►,¢SS TYPE 'A' GLASS TYPE 'B' Z x WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 15/16"OVERALL INSUL LAM.GLASS 15/16"OVERALL INSUL LAM. GLASS 3 z F.B.C. APPROVED MULLIONS IN BETWEEN. O � o >`wa LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLAZING OPTIONS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR L NON HIGH VELOCITY HURRICANE ZONE. C Q 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 9 C DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS w AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE INSUL. LAM. GLASS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LARGE MISSILE IMPACT ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Sealed:3/9/2021 FL #29511 m ° MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 111111 >° COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \`1µ f!I!y! c REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND IFS INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ����'. 'A,1GEN3F••, FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ON THIS DOCUMENT. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No,81223 o WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ��®•'•, ST F '�6(/` drawing n0. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. �/� C9`\`� 19-20F (LABELING ACCORDANCE TO COMPLY WITH SECTION 1709.9.FLORIDA BUILDING CODE. D-THIS P.E.D.SHALL THE PROFESSIONAL ENGIINEER OF RECORD ORIGINAL PRESEAL FED R.00EAN NEW 0 ���s!®11 j j j 11t��\\\ sheet 1 of 10 52" 52" 52" 4 U S INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 47 7/8' 47 7/8' 47 7/8- •m FIX.VENT WIDTH FIX.VENT WIDTH FIX.VENT WIDTH Z n n 44 1/4' 44 1/4" 44 1/4" 0 D.L. OPG. D.L. OPG. D.L. OPG. o. 1 6 d'0 0 0 0 cI 12"MAXrD/SILL 12' MAX. 12" MAX. 0 w N F HEAD/SILL HEAD/SILL ILw 4"MAX. 4"MAX. 4' MAX. Q;O HEAD/SILL HEAD/SILL q1 MEAD/SILL 2 0 y m CORNERS CORNERS CORNERS 000¢m D IL 0O I I m U)o r D2 Qwz0 D D1 -u----�__= I co LL z u7_o w z f W I � v p •/ � > a Q II I II � � p Q �/ w w II w 1p K ¢ m 3 ° I II o o ii I a Z K V N _ =-U----ii it m z ' m k it ii it = M � z �O ii �Y ii mz �° i/ mz �° ii wV li z �� n j J J -1 II II N Q m < p n a o n a ° ?of g 1 II ,I II II �I s U Z N sOJ 0,o OV w 1z � d' Z IA 41 m y In 0 a FALSE MUNTINS z i 3 z >Go� (SURFACE APPLIED) 44 1/4" 'a I/ 44 1/4" 'O 44 1/4" 'o MAY BE USED D.L. OPG. c u D.L. OPG. �* D.L. OPG. 46 7/8' MAX. 46 7/8" MAX. 46 7/8'MAX. MOV.VENT WIDTH MOV.VENT WIDTH MOV.VENT WIDTH FLANGE FRAMES SILL OPTIONWITHOUT FRAME ANCHORS FLUSH FRAMES FIN FRAMES SEE SHEET 5 0 TYPICAL ELEVATIONS y I N C v DAYLITE OPENINGS: 2 0 FIX. VENT WIDTH = INTERIOR FRAME WIDTH — 4.125 `1111111jTT MOV. VENT WIDTH = INTERIOR FRAME WIDTH — 5.125 FIX. DLO WIDTH = VENT WIDTH — 3.625 ���'@' 1GEN@•F ,�'� i •� MOV. DLO WIDTH = VENT WIDTH — 2.625 °' 0 i INTERIOR FRAME HT — 8.625 No.81223 o DLO HEIGHT = = i y} Sealed:3/9/2021 0 6T E P ��((�� drawingo no. FL #29511 ''''�7;,,,11111�`\``` sheet 2 OF EQUAL LITES WINDOWS EQUAL LITES WINDOWS LW DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ❑ O ❑ ^ o INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR GLASS TYPE 'A' GLASS TYPE �❑ m FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' Z j WIDTH HEIGHT EXT.(+) ANT.(-) E)R.(+) ANT.(-) EXT.(+) ANT.(-) WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) EXT.(+) ANT.(-) a� CL Q F 2 0 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 ❑ ¶ ;: 2 N a 25-1/2" 25" 70.0 70.0 70.0 70.0 50.0 50.0 36" 70.0 70.0 70.0 70.0 50.0 50.0 IL IL `o U 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" - - 50.0 50.0 50.0 50.0 0 W ry 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42' 66 - - 50.0 50.0 50.0 50.0 O IL 25-1/2" 37-3/8" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 50.0 50.0 n 36" 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 1 50.0 39.9 39.9 VENT TOP RAIL VENT TOP RAIL 18-1/8" 70.0 70.0 70.0 70.0 50.0 1 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 a 0. m S 25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 50.0 50.0 36" 70.0 70.0 70.0 70.0 50.0 50.0 14 14 C a a C .+ 36, 50.0 50.0 50.0 50.0 50.0 50.0 40" 72" - - 50.0 50.0 50.0 50.0 0 N N C 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 14 14 C Z n 0 Q w LL 25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 50.0 50.0 0 U.2 0 w 36" 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 1 - - JQ m 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 O O 25-1/2" 62" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 MTG. RAILS MTG. RAILS 36" 1 1 50.0 50.0 50.0 50.0 50.0 50.0 40" 80. - - 50.0 1 50.0 50.0 50.0 = m 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 25-1/2" 71" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 - - 0 o 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" - - 50.0 50.0 50.0 50.0 25-1/2' 75" 70.0 70.0 70.0 70.0 50.0 50.0 36' 91. - - 50.0 50.0 50.0 50.0 14 = M 36" - - 50.0 50.0 50.0 50.0 40" - - 50.0 50.0 - - w 50.0 50.0 - - o�❑ o�❑ rn 50.0 50.0 50.0 511.11 O ❑ O O O N Q a 50.0 50.0 50.0 50.0 } U(X a VENT BOTTOM RAIL VENT BOTTOM RAIL 50.0 50.0 - - z U Z n 50.0 50.01 O o w to > U w z 9 KT< f� W o INTERIOR FRAME DIMS ❑a� UDIU 01 0 a o m 14 o � o FLANGE FRAME ° `u INTERIOR FRAME DIMS SIDE STILE SIDE STILE '^ w INTERIOR FRAME Do WIDTH REINF. 'LRKR' REINF. 'FMTR' N � C O y (�E C FLUSH FRAME = `������.FAA?? INTERIOR FRAME DIMS Sealed:3/9/2021 i NOTE: No.EM223 o GLASS CAPACITIES ON THIS SHEET ARE Q BASED ON ASTM E1300-09 (3 SEC. GUSTS) ;:,a jr o AND FLORIDA BUILDING COMMISSION -p yT <yAu 00 � drawingv no. DECLARATORY STATEMENT DCA05-DEC-219G���` 19_20F FIN FRAME EQUAL LITES FL #29511 ''�/s/�I1111�{I�{A``` sheet 3 of10 UNEQUAL LITES (ORIEL TYPE)WINDOWS UNEQUAL LITES (ORIEL TYPE) WINDOWS U DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ❑ ❑ !R o11 INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR F. GLASS TYPE 'A' GLASS TYPE 'B' �Y FRAME DIMS. REIN 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' Z FF.. n i WIDTH HEIGHT EXT.(+) INT.(-) E%T.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGH IX T T.(+) iNT.(-) EM.(+) 1NT.(-) EXT.(+) INT.(-) a� O Z 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 ➢ 0 F m 25-1/2" 49-5/8' 70.0 70.0 70.0 70.0 50.0 50.0 36' - - 50.0 50.0 50.0 50.0 �1 a y 'Ia 0 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 66. - - 50.0 50.0 50.0 50.0 Lr._1 O W H 18-1/8" 70.0 70.0 70.0 70.0 1 50.0 50.0 42' - - 50.0 50.0 50.0 50.0 IL 25-1/2' 55" 70.0 70.0 1 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - 36' 1 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 - - VENT TOP RAIL VENT TOP RAIL 18-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 30' 70.0 70.0 70.0 70.0 50.0 50.0 a ¢M 25-1/2" 62" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 14 14 O o.O G 36 50.0 50.0 50.0 50.0 50.0 50.0 40' 72' - - 50.0 50.0 50.0 50.0 wO 0 N- 18-1/8" 70.0 •70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 - - 14 14 W 7 LL N 25-1/2' 71" 70.0 70.0 70.0 70.0 50.0 50.0 48' 1 - - 50.0 50.0 - - o Q {�=C n 36" - - 50.0 50.0 50.0 50.0 30" - - 50.0 50.0 50.0 50.0 � .J Q 18-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 36" B0" - - 50.0 50.0 50.0 50.0 Q Q w Oi f 25-1/2" 75" 70.0 70.0 70.0 70.0 50.0 50.0 40" - - 50.0 50.0 - - MTG.RAILS MTG. RAILS 36" - - 50.0 50.0 50.0 50.0 42' - - 50.0 50.0 - - m m 30' 91• - - 50.0 50.0 50.0 50.0 36' - - 50.0 50.0 - - cmi - - 50.0 50.0 50.0 1 50. 30' 96• 0 1� 1 3 0 36' - - 50.0 50.0 l�- 14 = M z o� -1 rn 0 ❑ ❑ VENT BOTTOM RAIL VENT BOTTOM RAIL } T,oa i > �0Z cm Q O o 4 Z U W Z e S z=CaO Li D0 D0 _ INTERIOR FRAME DIMS 0 0 m © 14 O � O FLANGE FRAME ° INTERIOR FRAME INTERIOR FRAME - INTERIOR FRAME DIMS WIDTH WIDTH SIDE STILE SIDE STILE v (3/SH) (2 H) REINF. 'LRKR' REINF. 'FMTR' x x o 0 w •i � m (3/5H) 11111111111 FLUSH FRAME �tQ� w (2i5H) i g n ���.•'V1GEN8F' i m INTERIOR FRAME DIMS i = 0 Sealed:3/9/2021 - - NOTE: No.81223 = o I GLASS CAPACITIES ON THIS SHEET ARE MOV. VENTS MOV. VENTS BASED ON ASTM E1300-09 (3 SEC. GUSTS) •0 o w TO BE 3/5 OF TO BE 3/5 OF AND FLORIDA BUILDING COMMISSION I THE WINDOW HT. THE WINDOW HT. DECLARATORY STATEMENT DCA05-DEC-219 ® '•. '1F �Qt/: drawing no. FIN FRAME UNEQUAL LITES (ORIEL TYPE) FL #29511 7777///111jjjjll��� sheet 4 oI10 EDGE DIST. TYPICAL ANCHORS SEE ELEV. 1BY WOOD BUCK 7- OR SPACING x rc --------- N n aSEE'NOTE'ON SHEET 1,' m Z �r_____________ ° .a a METAL 0 � I I F.B.C.APPROVED I I Z e d� ° ° STRUCTURE 0 �3 I I MULLION&MULLION ANCHORS 1 I °A a, EDGE DIS. 3 �s I SEE SEPARATE APPROVAL j I ��•+ N a DIST. L N al EDGE DIST. -- I o �.m L Owrn o o oo Ue O 1 \m Ll aa:a:m 0 Q C 2 16 a II a D TYPICAL ANCHORS^ ➢ TYPICAL ANCHORS Q TYPICAL ANCHORS Q W--- 6 SEE ELEV. SEE ELEV. SEE ELEV. 1L i G 2°m FOR SPACING FOR SPACING FOR SPACING J—Vt Q 4 Q wmf ,I TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'VIWINCO' 010 WOOD SCREWS (GRADE 2 ces) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J m o AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o o_ I''l REINF. 3/16" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 3 i° AS REDD. WEEPHOLES: SEE SHEETS THRU 1 BY BUCKS INTO CONC. OR BLOCKS 3&a W1 = 1/8" X 1" WEEP SLOTS AT 2" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w LO W2 = 3/16" X 3/8" WEEP SLOTS AT 3-1/2" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a rn O Z 0 a O t6 () DIRECTLY INTO CONCRETE OR BLOCKS A p 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) U a m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) S U z cmi rc k 14 I 010 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 'Ci p of p 0 m W z INTO F.B.C. APPROVED MULLIONS U w Z 5 OR Z2< .. 3�Mz W INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o In m a W !E (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS N 0 .1ALUMINUM: 1/8'• THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i Iln I ii y L, TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2" MIN. 0 II lil.� INTO WOOD STRUCTURE = 1" MIN. i t6 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. I 1D 1/4"SPACERS CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. �• C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 20DO PSI MIN. © ❑ 20 a FLANGE FRAMES > w2 - ° a ° ��:•VcFaISF :� m a° 1BY woOD BUCK Sealed:3/9/2021 \ g No.61223 SEE NOTE ABOVE j cc Z7 ACRETE ^ ' G '\z v • 5/8"% 1/4"CONTINUOUS STRUCTURAL SILICONE AT SILL COtJCRETE 8 °I ° TYPICAL ANCHORS vv TO BE MIN. ULTIMATE STRENGTH 100 PSI PER ASTM C1135. ® ST F drawings no. 3 ICI SEE ELEV. '" SILICONE COMPATABILITY WITH SPACERS, FRAMING MEMBERS, FOR SPACING PAINT AND/OR SUBSTRATE TO BE VERIFIED BY OTHERS. � �•••• 1' '•�0\`�� 19-20F o� EDGE DIST. I SILL OPTION WITHOUT FRAME ANCHOR S FL #29511 ����ry1llitill�\\\� sheet 5 of10 y�V �0 I/4. INTERIOR FRAME WIDTH 1/4' " SHIM RENF. SHIMS p� I Z m n j AS REOD. O VENT WIDTH SE&SHEETS SEE WOOD NOTE ON SHEET 1 1/4'SHIM 0 W TYPICAL ANCHORS D.L. OPC. B 16 MAX. FOR SSEE PACING O V 20 O`V U CL TYPICAL ANCHORS - m N SEE ELEV. ❑O O� TYPICAL ANCHORS � 2BY W00 BUCK �G C FOR SPACING o °° SEE ELEV. OR v1 WOOD TRUCTURE h f •a, FOR SPACING 07P7 OLI. - - - - QaooN - _ _ __ p In U Z C w { - ---- - -''--'- --- _ - - -___— - - O p I J 2 .Po W p 1710 2 — — — — — — — — — — — — — — B EXTERIOR B v r METAL D.L.OPG. 3 STRUCTURE 0 TYPICAL ANCHORS VENT WIDTH SEE ELEV. 0 FOR SPACING 1/4'MAX. = a SHIMS N O ' F.B.C. Z Q a APPROVED CUPPED MULLION iI ❑a a Q & MULUON ANCHORS SEE SEPRATEAPPROVAL adv 8••T'..'a•d . Z INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH U0Z OyU� oQu-Ize �O JFJEJ >a0` Go o O O o `! p mamx IBY TsePEI CAL v FORRSPACINc EXTERIOR FLANGE FRAMES `s " p3- mall Sealed:3/9/2021 ���'`ta�lusF' •N o No.81223 ^o y.• �®•'• 9T F �Q{j�� drawing c na. FL #29511 'YTr111111 1tLTV` sheet 5 0110 TYPICAL ANCHORS tt SEE ELEV. Ip`+ FOR SPACING m EDGE DIST. Z m J ...da .d O n N Z e d � °d d•e ^' �� Z N f n a O a FLUSH FRAMES CAN BE USED AT ALL SUBSTRATES °n ❑ SHOWN ON SHEETS 5 AND 6. d w ❑ dot � OGm'� A l t (L p a oI..e ccd�gq ❑ ❑ 1/4°MAX. INTERIOR FRAME WIDTH en In p n 1/4-MAX. SHIMS O SHIMS LL Z y LL 2 QWmfk � I - I I a I II a a ❑O � � m p O O o O I II 11 I z I ��- - - - -_ - __-___ - i_..I—._� i p q q " Z O O I O a °r w N W O W - - -_-- - - - } (Jam 00 . W it EXTERIOR w z I - Q 3�trZ i >'00 0 a W � TYPICAL ANCHORS u II p i SEE ELEV. FOR SPACING r7 F.B.C. Ii li APPROVED CLIPPED MULLION r&MULLION ANCHORS -- SEE SEPARATE APPROVAL _ c INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH II II ar II II Sealed:3/9/2021 FLUSH FRAMES N O a o ----- - Wt I ❑ 3 _ o� I Io �```t`��'IA�'T��'j' c W2 F- ("a•�„ �i m - d q II II qI K51 ,. ---� No.81223 a 3 n a a u CONCREE� d I TYPICAL ANCHORS \ — — °O O° — — — �® ST E �•Q/� drawing a 00. ° SEE ELEV. `�` 19-20F ,e FOR SPACING TYPICAL ANCHORS EXTERIOR EDGE DIST. _� SEE ELEV.FOR SPACING r p •����` r' FL #29511 ��/ittllltttttt`` Sheet 7 ot10 TYPICAL ANCHORS U S ILLUSTRATNE DTLS.ONLY SEE ELEV. I` EXT. OR INT. FINISHES FOR SPACING NOT BY VIWINCO Z m TYPICAL ANCHORS: C F m Z Is °g, FIN FRAMES: SEE ELEV. FOR SPACING w f B SMS (GRADE 2 CRS) p m o J O V INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W N O 1-1/2" MIN. PENETRATION INTO WOODEl p 1/2" MIN. EDGE DISTANCE a In to �aMIN ❑ n ° !r Q W j Y Y {LZ0-m J(7m_Q �J�uu Q W M�L F I I r I I m I II I I ti II II v N O O J 1/4`MAX. INTERIOR FRAME WIDTH 1/4'MAX. GAP GAP 1/2"MIN. 1/2' MIN. _ rs EDGE DIST. D2 EDGE DIST. O Q n ¢ m a B R AFi II I, IIj O O O ISa0 Z.)W Q 9 Z=� = O 3i: O I I I 4 0 I I TYPICAL ANCHORS EXTERIOR SEE ELEV. FOR SPACING C2 o ❑ 20 FIN FRAMES o W2 Sealed:3/9/2021 gg NO.EH223 � � \a ®•' 8i '•Gy�� drawing 9 no. TYPICAL ANCHORS \o - '''j �••�'• •�`� 19-20F SEE IIIIII \\FOR SPACING FL #29511 Ylit. \��` sheet a of 10 \ 2.075 1.430 1.265 ` LL 1V o N 2.075 1.25 a1 070 nP. ❑ ❑ .070 .31 a o m 1.140 nP' 1.430 O w o o o o 1.76570 P. Qa'�c O ZN -" o �❑ I �.O U ❑ 2.000 2.000 �.640 Q aJj N N I a 2.798 2.798 .310�-I � Q .070 Q FIX. VENT TOP RAIL FIX. VENT SIDE RAIL Q t LL a nP. La Q 0 G - 1.765I 1 Q Cf a a QN O 1.992 .228 .228 9 O LA Fr M N 4.039 4.039 1--� T1P. 1.265 •234 1., a w m LL o .640 1 I .070 {L z o S ^ FRAME HEAD (FLANGE/FLUSH) 1A FRAME HEAD (FIN) Lam ' J z m 2 U Qwm� k' 2.000 2.000 1.616 L 1.140 m 5 FIX. VENT BOTTOM RAIL MOV. VENT SIDE RAIL 9 m LU N 2.075 ��-•TOY7P0. 2.075 �1.430 671 3 c L11 z O60 .350 4.OJ9 4.039 1.140 'P.p nP. w LL 070 1.765 7'VP. I- �I m 1.OB6 � C0 co ? Q `* 0 3�am is REINF. z z`1 m I 1.527 U Z N 2.798 �1 .228 1.250 2.798-�1 .228 6 Om O o Q MOV. VENT TOP RAIL s O w Z Zx� .. O (FLANGE/FLUSH) ® ( ) 1.979 ��0 a FRAME JAMBFRAME JAMB FIN 4.039 4.039 .404 .404 1.767 1.140 070 nP. TYP. 2.000 o YP. OO� 2.000 .75�4 0 1.430 h 7s� Q 0 0 060 1.250 O MOV. VENT BOTTOM RAIL nP. o v 1.,75 2.075 w a 1.175�2.075 \`111111IIII/�7j' -� c Q FRAME SILL (FLANGE/FLUSH) ® FRAME SILL (FIN) -�� 1z1� Sealed:3/9/2021 �`osNSF' i a -y .3se 351 i 1 No.81223 .577 .932 .62� �� _ {`C.• :Y'3 _ 3` 00� .598 643 .330 _ -a �•-060 PP. 3- �^1�.051 :�0. ST _ F �{/ drawing`no. .18 174 -��-oss % �,'' ..- 19-20F 10 SILL RISER 11 GLAZING BEAD 12 FLANGE ADAPTER 20 VENT SUPPORT FL #29511 '''7j,11111111 ```` sheet 9 of10 ITEM PART Q QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 1 1 8917 1 FRAME HEAD(FLANGE/FLUSH) RIGID PVC DECEUNINCK 1" N 1A 8917 1 FRAME HEAD(FIN) RIGID PVC DECEUNINCK 2 8918/B919 2 FRAME JAMB(FLANGE/FLUSH) RIGID PVC DECEUNINCK Z m 2A 8918/8919 2 FRAME JAMB(FIN) RIGID PVC DECEUNINCK - q H 3 8911 1 FRAME SILL(FLANGE/FLUSH) RIGID PVC DECEUNINCK ~ Z N a 3A 8911 1 FRAME SILL(FIN) RIGID PVC DECEUNINCK o 6 O O U 4 5373 1 FIX.VENT TOP RAIL RIGID PVC DECEUNINCK 0 w Ny1 5 5309 1 FIX.VENT BOTTOM RAIL RIGID PVC DECEUNINCK C 6 5300 1 MOV.VENT TOP RAIL RIGID PVC DECEUNINCK 0 N 7 5305 1 MOV.VENT BOTTOM RAIL RIGID PVC DECEUNINCK v o w en1 8 5307 1 FIX.VENT SIDE RAIL RIGID PVC DECEUNINCK �'C¢ °o 9 5306 1 MOV.VENT SIDE RAIL RIGID PVC DECEUNINCK 0 a. 10 5142 1 SILL RISER RIGID PVC DECEUNINCK O ca N y w O 11 N ' 11 5144 AS REOD. GLAZING BEAD RIGID PVC DECEUNINCK 12 8346 AS RE00. FLANGE ADAPTER RIGID PVC DECEUNINCK 14 6608 AS REDD. REINFORCING 6105-TS - J Z 19 a yoyb� Q W Q F 16 3515 AS REOD. POLYPILE WITH FIN W'STRIPPING — ULTRAFAB 17 7531 2 VENT STOP - CENTRAL PLASTICS _ ^ 18 7240T 2/LITE SETTING BLOCK EPDM TB PHILLY m 19 - AS REOD. EXTRUDED ALUMINUM SCREEN (OPTIONAL) - LEADING EDGE 20 6609 1 VENT SUPPORT 6063-T5 - 3 0 0 WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, MITERED WELDED CORNERS EXTRUDER NAME. CITY AND STATE. w u1 r (jcram Z cY;g D000 z UwQ HARDWARE: Z=cD w METAL SWEEP LOCK WITH ADJACENT KEEPERS 0 j n FRAME CORNERS BY 'TRUTH' LOCATED AT 12" FROM EACH END OF MOVING VENT TOP RAIL VINYL TILT LATCH BY 'FOUR-JAKS AT EACH END OF MOVING VENT TOP RAIL METAL PIVOT BARS BY 'FOUR-JAKS' LOCATED AT EACH END OF MOVING VENT BOTTOM RAIL B NIGHT LATCHES BY 'FOUR-JAKS' LOCATED AT y UPPER VENT, Y ABOVE MEETING RAILS CONSTANT FORCE BALANCE BY 'FOUR-JAKS' ONE IN EACH JAMB „ MITERED WELDED H a CORNERS \`1(T�TppI I I I T I l/r r77 � c ��:'VCENSF•• i o, e Sealed:3/9/2021 No.81223 0•' 9T F 7 kf drawingv no. VENT CORNERS c®�\`' 19-20F �\ FL #29511 ����rrrrTll1111�\\\\ sheet70of10