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WS-13-2363Miami Shore's Village Building Department . cFTVEIE) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 OCT 112013 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 F BUILDING Permit No. ( b PERMIT APPLICATION Master Permit No. ' r IV_ L_ Permit Type: BUILDING ROOFING JOB ADDRESS: 1-7s7 A/ W 101 s_ rree-� City: Miami Shores County: Miami Dade Zip: &S 150 . Folio/Parcel#: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Title(h�older):. Address: f �-11 1 - ) v t.J 411 A,o..t NO Flood Zone: City: 1VAl G1 S State• /r•2 zip: 157-59 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: U %C6 _Phone# ?,C) Address: 1;� T !1[.Ai .� '�7®C� cc f9 . City: Mi ffii State: -- Zip: 75_- -- /j /J Qualifier Name: 1 1� c Phone#: a O State Certification or Registration #: �� Certificate of Competency #: Contact Phone#: `� 3 (p0 =-1 lU � ' Email Address: I1 P In @U t J �"� �� T z-(V1C(S, Cz, ``' DESIGNER: Archi4ct/Engineer. Phone#: !� d Value of Wge,tbc tri $ S Type of Wo Alteration ^ L31-1 Description f l i.a�� Color thru file.- Submittal ile. Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF Footage of Work: f*V$140 CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ YURIS OJEDA, P.E. ' 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335, F:(305) 351-8854 e: Y@.oJedape.com � BUILDING CONDITIONS: �'aJ'()m CONCRETE/MASONRY _REINFORCED SLOPE: 4:12 GABLED/HIPPED ROOF _ROOF ROOF MEAN HEIGHT: 15 FT REAR SIDE 45'-3" O O EGRESS YURIS OJEDA O 36" x 51-1/4" STRUCTURAL CASEMENT WOW FLA. PE # 72071 E KITCHEN O DINING ROOM d � BEDROOM 2 Al/C t Ir::-- = D O CLOSET CLOSETcn N ua o W i H N a N LIVING ROOM -! GARAGE BEDROOM 1 O O � PORCH EGRESS 74" x 51-1/4" - HORIZONTAL N ROLLER FLOORPLAN OWINDOW C 30'-10" 14'-5" FRONT SIDE FLOOR PLAN a SCALE: N.T.S. O e+� C D+ o �.boHow ��z�o YURIS OJEDA, P.E. ' 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: Y�@oj. ' *.com www.o�e 0-com ZONE:5 ZONEA ZONEA ZONEA +35.8 PSF +37.9 PSF +38.3 PSF +37.8 PSF -45.0 PSF -41.3 PSF -41.7 PSF -41.3 PSF F/7 d4 12 O 1-8 21 -81— - co 0 00 � -T o 0 o BJ B/ YURIS OJEDA 0 0 o j EGRESS STRUCTURAL 0 0 0 0 �� FLA. PE # 72071 M O o o A HORIZONTAL ROLLER O WINDOW 45'-3" FRONT SIDE ELEVATION SCALE: N.T.S. O H w M u ZONEA ZONEA +39.7 PSF +39.7 PSF -43.2 PSF -43.2 PSF C o Q W12 44 a C7 n O � IO O IL A ELEVATIONS 32'-2 1/2" RIGHT SIDE ELEVATION SCALE: N.T.S. A O e� �C E -H O YURIS OJEDA, P.E. ` 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335, F:(305) 351-8854 e: Y�@.oJ.com www.ol�ape.com ZONEA ZONE: +39.7 PSF +40.4 PSF -43.2 PSF -43,8 PSF ZONEA +39.0 PSF �A -42.4 PSF 1r) 12- El O\ / YURIS OJEDA O \ / STRUCTURAL EGRESS FLA. PE # 72071 36" x 51-1/4" CASEMENT WINDOW O 45'-3" REAR SIDE ELEVATION SCALE: N.T.S. O H tn M ZONEA +40.4 PSF ZONE:4 -43.8 PSF O O +38.8 PSF 44 -42.2 PSF a � �+ 12 qo 3'-11" B E ELEVATIONS \ O 32'-2 1/2" LEFT SIDE ELEVATION a SCALE: N.T.S. O en �gg, SPECIFICATIONS AND GENERAL NOTES MARKS: A, D, F 1) SERIES "LA PORTE " OUTSWING ALUMINUM GLAZED FRENCH DOOR (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY LAWSON INDUSTRIES, INC. IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 13-0328.11 EXPIRATON DATE: 06-05-2018 GL -A: 0.340" LAMINATED GLASS GLASS COLOR: CLEAR (USE WHITE INNERLAYER IN MARKS A AND D) FRAME COLOR: WHITE YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MWA FLORIDA 33132 P:(305) 345-3335 F:( 351-8854 e: yutis@oj.com www.5j&*.COM _ 1/8" ANNEALED GLASS _ 0.090" DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS MARKS: B, J 2) SERIES "HS -8700 FLANGE FRAME" ALUMINUM HORIZONTAL SLIDING WINDOW(LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY LAWSON INDUSTRIES, INC. INACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 12-0127.08 EXPIRATON DATE: 04-11-2017 r ' GL -B: 0.340" LAMINATED GLASS GLASS COLOR: CLEAR FRAME COLOR: WHITE 1/8" ANNEALED GLASS _ 0090" INTERLAYER SAFLEX/KEEPSAFE BY "SOLUTIA" _ . � F= 1/8" ANNEALED GLASS YURIS OJEDA MARKS: E, G, I STRUCTURAL 3) SERIES "SH -7700 FLANGE FRAME" ALUMINUM SINGLE HUNG WINDOW (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY LAWSON INDUSTRIES, INC. IN ACCORDANCE FLA, PE # 72071 WITH METRO -DARE PRODUCT APPROVAL No. 12-0127.16 EXPIRATON DATE: 12-27-2016 GL -C: 0.340" LAMINATED GLASS GLASS COLOR: CLEAR (USE WHITE INTERLAYER IN MARK G) FRAME COLOR: WHITE _ 1/8" ANNEALED GLASS _ 0.090" INTERLAYER SAFLEX/KEEPSAFE BY "SOLUTIA" 1/8" ANNEALED GLASS MARKS: H 4) SERIES "3200" OUTSWING ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY LAWSON INDUSTRIES, INC. IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 12-0127.21 EXPIRATON DATE: 03-04-2014 C W M M GL -D: 0.340" LAMINATED GLASS GLASS COLOR: CLEAR FRAME COLOR: WHITE U Q' _ 1/8" ANNEALED GLASS w _ 0.090" DUPONT PVB INTERLAYER _ 1/8 ANNEALED GLASS O Fial MARK: C w 5) STEEL SECTIONAL GARAGE DOOR UP TO 9'-0" WIDE (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CLOPEY BUILDING PRODUCTS COMPANY IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 12-0125.19 EXPIRATON DATE: 09-15-2015 COLOR: WHITE NOTES: NOTE 1: DOOR AND WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT NOTICE OF ACCEPTANCE. REFER TO PRODUCT CONTROLS NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A, DESIGN PRESSURES AND SIZE ARE PART OF THE PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT GENERAL NOTES NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (BEAMS, COLUMNS, FRAMING,ETC. SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING, NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY NOTE 4: WHERE THERE IS A DROP OF MORE THAN 4 FEET ON THE FAR SIDE OF WINDOWS AND THE SILL IS LESS THAN 36 INCHES IN HEIGHT ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN. SAFEGUARDS NOT LESS THAN 42" IN HEIGHT IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECT A 4 INCH DIAMETER OBJECT. THESE SHOP DRAWINGS A DO NOT INCLUDE THE DESIGN OF ANY SAFEGUARDS OR PROTECTION TO PREVENT THE FALL OF PERSONS, CONTRACTOR SHOULD PROVIDE THEM IF REQUIRED REFER TO FBC-2010 EDITION 1618.4, 2411.5, 1618.4.2.3 AND 1618.4.4 NOTE 5: FLORIDA BUILDING CODE 2010 EDITION REQUIRES THE EGRESS WINDOW TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING CLEAR OPENING OF NO LESS THAN 20"IN WIDTH, 24" IN HEIGHT AND 5.7 SQ.FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OF THE FINISHED FLOOR THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING AND NO PART OF THE MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR. p ,, O o �� E'' o c g 40-5/8" M.O. 38-5/8" F.W. 5-3/4" —611 12-3/4" QUANTITY: 1 t TYPE FOR MARKS 75" M.O. cn a � 74" F.W. GL -B GL -B 0 C) W O Q � / w z o l l zI O H o UU wII �z �g �z W� - O O NSI WOO / V // � o /GL -A QUANTITY: 1 t TYPE FOR MARKS 75" M.O. cn a � 74" F.W. GL -B GL -B 13" MAX. i —_.I L-- 4-1/2" MAX. 5/16" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/2" MIN. EMBED INTO CONCRETE OR MASONRY 2" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO DOOR ELEVATION ABOVE FOR SPACING 35-1/2" M.O. --- 33-1/2" F.W. 5-3/4" i " 2 nt -3/4' :I MARK: B QUANTITY: 1 w �5 ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING QUANTITY: 1 AT SILL 3 0 C) W O Q � / w z o l l zI O :I MARK: B QUANTITY: 1 w �5 ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING QUANTITY: 1 AT SILL ARE NOT REQUIRED ANCHOR TYPE FOR MARK E 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm --2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING N 96" F.W. milmilli—millimi L=j 17=i Mimi iiirim7i MARK: C QUANTITY: 1 I GARAGE DOOR CONNECTION NOTES I GARAGE DOOR JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1) ALL THE LOAD FROM THE DOOR IS TRANSFERED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP(GRADE #2 OR BETTER PT WOOD BY OTHERS). NO LOAD FROM THE DOOR IS TRANSFERED TO THE HORIZONTAL (TOP) JAMB 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE 3) 2x6 SYP (GRADE #2 OR BETTER) PT WOOD JAMB BY OTHERS SHALL BE ANCHORED TO CONCRETE COLUMN WITH 1/4" x 4" (1-3/4" MIN. EMBED INTO CONCRETE) ITW TAPCON CONCRETE ANCHOR (2-1/2" MIN. CONCRETE EDGE DISTANCE) @ 24" MAX. O.C. WITH 1" O.D. STEEL WASHERS, fc= 3000 PSI MIN. FIRST ANCHOR STARTING FROM BOTTOM AT NO MORE THAN 12" ON CENTER DISTANCE, HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING HEIGHT GARAGE DOOR STEEL TRACK BRACKET TO 2x6 JAMB ATTACHMENT 1) 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO 2x6 WOOD JAMB WITH (1) 5/16" x 1-1/2" LONG WOOD LAG SCREW PER BRACKET GARAGE DOOR STEEL TRACK TO STEEL TRACK BRACKET ATTACHMENT 1) 2" GALV. STEEL TRACK 0.060" THICK, FASTENED TO TRACK BRACKET WITH (1) 1/4"- 20x5/8" BOLT & NUT OR (2) 1/4" RIVETS. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@o�, edape.com www.oje 0-com YURIS OJEDA STRUCTURAL FLA. PE # 72071 3 0 C) W O Q � a w z o l l zI H o UU wII �z �g �z W� - U NSI WOO �O ¢ 6U x >2 Nlco NIS II°I II I ARE NOT REQUIRED ANCHOR TYPE FOR MARK E 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm --2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING N 96" F.W. milmilli—millimi L=j 17=i Mimi iiirim7i MARK: C QUANTITY: 1 I GARAGE DOOR CONNECTION NOTES I GARAGE DOOR JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1) ALL THE LOAD FROM THE DOOR IS TRANSFERED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP(GRADE #2 OR BETTER PT WOOD BY OTHERS). NO LOAD FROM THE DOOR IS TRANSFERED TO THE HORIZONTAL (TOP) JAMB 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE 3) 2x6 SYP (GRADE #2 OR BETTER) PT WOOD JAMB BY OTHERS SHALL BE ANCHORED TO CONCRETE COLUMN WITH 1/4" x 4" (1-3/4" MIN. EMBED INTO CONCRETE) ITW TAPCON CONCRETE ANCHOR (2-1/2" MIN. CONCRETE EDGE DISTANCE) @ 24" MAX. O.C. WITH 1" O.D. STEEL WASHERS, fc= 3000 PSI MIN. FIRST ANCHOR STARTING FROM BOTTOM AT NO MORE THAN 12" ON CENTER DISTANCE, HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING HEIGHT GARAGE DOOR STEEL TRACK BRACKET TO 2x6 JAMB ATTACHMENT 1) 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO 2x6 WOOD JAMB WITH (1) 5/16" x 1-1/2" LONG WOOD LAG SCREW PER BRACKET GARAGE DOOR STEEL TRACK TO STEEL TRACK BRACKET ATTACHMENT 1) 2" GALV. STEEL TRACK 0.060" THICK, FASTENED TO TRACK BRACKET WITH (1) 1/4"- 20x5/8" BOLT & NUT OR (2) 1/4" RIVETS. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@o�, edape.com www.oje 0-com YURIS OJEDA STRUCTURAL FLA. PE # 72071 WINDOW SCHEDULE O tell V C) W O Q � a WINDOW SCHEDULE "oo vn �' '-- 4-1/2" MARKY QUANTITY: 1 37-1/4" M.O. 36-1/4" F.W. - 6" MAX. 12-1/2" " THRU 1 BY BUCK •1/2" MIN. EMBED EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO DOOR ELEVATION ABOVE FOR SPACING MARK:H QUANTITY: 1 ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN REFER TO WINDOW ELEVATION ABOVE FOR SPACING ANCHOR TYPE iviaxn:i QUANTITY: 2 ANCHORS ARE NOT REQUIRED AT SILL 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN REFER TO WINDOW ELEVATION ABOVE FOR SPACING 19-1/4" M.O. 18-1/4" F.W. 6 nt w � GL -C �o MARK:G a; QUANTITY: 1 ANCHORS ARE NOT REOUIRED AT SILL ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING 75" M.O. 13" MAX. 4-1/2" MAX. MARK: J QUANTITY: 1 ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm --2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335, F:(305) 351-8854 e: Y@.oJ.com www.o�6ga com YURIS OJEDA STRUCTURAL FLA. PE # 72071 O H � Of C) O Q a r` \\\ /0 / A \ 1101 X -INACTIVE X -ACTIVE of / / GL -A L-A "oo vn �' '-- 4-1/2" MARKY QUANTITY: 1 37-1/4" M.O. 36-1/4" F.W. - 6" MAX. 12-1/2" " THRU 1 BY BUCK •1/2" MIN. EMBED EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO DOOR ELEVATION ABOVE FOR SPACING MARK:H QUANTITY: 1 ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN REFER TO WINDOW ELEVATION ABOVE FOR SPACING ANCHOR TYPE iviaxn:i QUANTITY: 2 ANCHORS ARE NOT REQUIRED AT SILL 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN REFER TO WINDOW ELEVATION ABOVE FOR SPACING 19-1/4" M.O. 18-1/4" F.W. 6 nt w � GL -C �o MARK:G a; QUANTITY: 1 ANCHORS ARE NOT REOUIRED AT SILL ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING 75" M.O. 13" MAX. 4-1/2" MAX. MARK: J QUANTITY: 1 ANCHOR TYPE 1/4" DIAM. ULTRACON BY "ELCO" THRU 1 BY BUCK INTO CONCRETE OR MASONRY. 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1-1/8" MIN. CONCRETE/MASONRY EDGE DISTANCE CONCRETE fc= 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm --2000 PSI MIN. REFER TO WINDOW ELEVATION ABOVE FOR SPACING YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAMI, FLORIDA 33132 P:(305) 345-3335, F:(305) 351-8854 e: Y@.oJ.com www.o�6ga com YURIS OJEDA STRUCTURAL FLA. PE # 72071 WINDOW SCHEDULE O H � u' C) O Q a r` WINDOW SCHEDULE J V1 40 4- Q 4- ej r " to v\' z d z� r W �T� 0 145 1/2' Max Unit Width Sidetite Swing Pan81 Width Panel Width Al ( 33 13/16' Max. > t 35 3/16' Piax. r r r r r ti� r r r r r r r r r r 8 S, BILL OF MATERIALS ITEM DR1I'O # PART / REQD. DESCRIPTION REMARKS I L-901 Lit -098 I FRAME HEAD 6063-T6 ALUMINUM 2 L-902 1.11-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063 -TS ALUMINUM 5 L-906 1.11-092 2 x panel PANEL TOP & BOTTCH RAIL 6063-T6 ALUMINUM 6 L-907 Lit -091 1 x panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 L11-094 I x panel LOCK STILE 6063-T6 ALUMINUH 8 L-909 LII -095 2 x panel TOP & BOTTOM RAIL ADAPTER 6063 -TS ALUMINUM 9 L-911 1.11-085 AS REO'D. 1/4 ROUND ALUM. DEAD - 7/16' 6063 -TS ALUMINUM 10 L-912 LII -087 AS REWD 1/4 ROUND ALUM. DEAD - 3/8- 6063 -TS ALUMINUM 11 FD -624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063 -TS ALUMINUM le VVS-001 TP 3286 AS REO'D. Bulb Vinyl Wts'p: Teon Plastics, Inc See Material Composition at Sheet 13 PWS -001 x AS REQD. WTS'P. a TOP/BOTT. RAILS Schlegel FS - 1871w. X .210'h. 14 PWS -002 x AS REQD. VTS'P. B FRAME HEAD & JAMB Schlegel P8 - .187w. X .330'h IS L-910 1_II-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 FD -619 FD -619-1 2 x panel STRIKER PLATE 6063 -TS ALUMINUM 17 FD -631 1.1I-086 AS REQD. GLLAZING ADAPTER 6063-T6 ALU14INUM 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT (9 TOP & BOTTOM OF LOCK STILE) 19 FII -621-2 MC -024/025 1 SET JDMR LOCK / BEAD 813LT SET KVIKSET - Series 690T COMBO 20 FD -621-2 HC -024/023 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series-FB350 COMBO 21 F11-621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 9: FS -035 AS REG'D: Frame InstalL Screw -.Head 5/16•- TAPCON ( See Notes) 23 x FS -035 AS REWIL Frame Install. Screw- Jamb/SIIl 5/16'- TAIPCON (See Notes) 24 x FS -026 8 FRAME ASSEMBLY SCREW #12 X 3/4- PH.-PHL 25 w FS -012 AS REWD. IJAMB ADAPTER SCREW 010 X 3/4' P.H.-PHI. 26 F6-634 LII -171 AS REO -D. 1/4 ROUND ALUM. BEAD - 11/16- 6063 -TS ALUMINUM e7 x FS -043 8 1GLAZING ADAPT. ATTACH. SCREW #8 X l 1/4' FH. -PHI. 28 x FS -049 2/Panel Double Rail Assembly Screw 3/8•x2 1/4' Hex Screw & Not 29 x x AS REDID. NEUTRAL CURE SILICONE Schnee -Morehead S14-5731 30 x x AS REO'D. NEUTRAL CURE. SILICONE Dow carrtina 899 31 x x AS REO'D. NEUTRAL CURE SILICONE Trenco S-500 32 M x AS REWD. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 x x AS REWD. Laminated Glass see Pg. 5 Dupont - PV8 34 x x AS REWD. Laminated Glass see Pg. 5 Safiex - PVB 35 x MC -002 2/Ponel PANEL ASSY ALUM, PLATE 1 1/2'x 2-x 1/8' (6063 -TS ALUM.) 36 x HC -004 2/Panel Panel Ass'y Full Lenaht Rod 3/8'Dia.-IOD Rod, Plate. Flange Nut 37 X FS -011 B HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. 38 x FS -044 12 SIDELITE ATTACHMENT SCREW 010 X 1' PH/PHIL. - (17. OC Max.) 39 HC -006 PP050DO1 6/Janb 1/2' Dia. Note Plug -Nylon 6-6 HICROPLASTICS - Rockwell M-79 40 HC -007 PPO 878611 2/Panel 7/8' DID. Hole Plug - Nylon 6-6 HICROPLASTICS - Rockwell M-79 41 x HC -010 1/BOLT FLUSH BOLT Sill Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rockwell M-79 42 L-913 LII -086 A$ REO'D.,1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 x x AS REO'D. INT FALSE APPLIED MUNTIN 1.25' X .0221 STOCK ALUMINUM 44 L-915 FD -623 AS REM FRAME HEAD SHEAR PLATE 6063-75 ALUMINUM - 4- long 45 L-916 LII -117 AS REWD. FRAME LOW SILL - OPTIONAL 6063 -TS ALUMINUM 46 FD -635 HC -050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL t FOR +/- 764 psi: DI) 47 FO -626 FD -626-I 2/Ponel FLUSH BOLT GUIDE ALUM. ANGLE I 1/2'x 11/2'x 1/8' Alun. 6063-T5 48 FD -627 FD -627-1 2/Panel 2 -Point Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'x 1/8' Alum. 6063 -TS 49 X x AS REWD. Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 FD -638 HC- I SET LOCK ACTIVE HANDLE & TRIMSET ASHLAND NV5201A-A 51 FD -637 Me- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND NW5110-STACT5 52 FD -640 HC- l SET LOCK PASSIVE HANDLE & TRIMSET ASHLAND #V5201A-P 53 FD -639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND #W5110-STPAS4 54 FD -641 HC- 2 x panel Multi -Paint Lock Dolt Guide NYLON 6-6 Rockwell M scale 79 55 x FS- 4/6uide Bolt Guide Attachment Fastener #6 x 1/2' P.H./PHIL. 56 FD -642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD -643 HC- it x Lock ILock Bottom Mount Adapter jNYI.ON ADAPTER J V1 40 4- Q 4- ej r " to v\' z d z� r W �T� 0 145 1/2' Max Unit Width Sidetite Swing Pan81 Width Panel Width Al ( 33 13/16' Max. > t 35 3/16' Piax. r r r r r ti� r r r r r r r r r r ANCHOR NOTES: 5 f 4 6• 'i 1/8' 64 6- ��6- 6' 6- I 1. SEE ELEVATION AT SHEET I OF 6 FOR l� nn4x °C 1/43/4 le 3/4' a /2 a 1/e 14 Vol 41/a ANCHOR O.C. MAX. SPACING AND LOCATIONS. (at stdelite) (�m�, O.C. a ac oe x. O.C. a 2. SEE SHEET 4 OF 6 FOR INSTALLATION QCt ve panel) Inactive panel) FASTENERS TYPES. r'OXXO" EXTERIOR ELEVATION 3. SAME • ANCHOR SPACING ® FRAME HEAD & SILL. • - NOTES: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3. MAX. FRAME SIZE 145 1/2-W. X S$ 3/4"h. OXXO 4. EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 5. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8 . MAX. DAYLITE OPENING WIDTH = 26" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1of6 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED 8 S, a Wit # Y8 GPT 3t Lit T AT SHEET 3 s 25- Max. DLO Width - 0 %moi D �.. � D Active Inactive 1%o t8 20 21 # 6 1/2' 0 a Sideline dead -bolt / d 01 01 /� • loci se //. gg E Side lite AAAA B2 B 2 3 s TE MT 0 N AT SHEET 3 -_-» ---- _- ----------- ---------- --- -- t ANCHOR NOTES: 5 f 4 6• 'i 1/8' 64 6- ��6- 6' 6- I 1. SEE ELEVATION AT SHEET I OF 6 FOR l� nn4x °C 1/43/4 le 3/4' a /2 a 1/e 14 Vol 41/a ANCHOR O.C. MAX. SPACING AND LOCATIONS. (at stdelite) (�m�, O.C. a ac oe x. O.C. a 2. SEE SHEET 4 OF 6 FOR INSTALLATION QCt ve panel) Inactive panel) FASTENERS TYPES. r'OXXO" EXTERIOR ELEVATION 3. SAME • ANCHOR SPACING ® FRAME HEAD & SILL. • - NOTES: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3. MAX. FRAME SIZE 145 1/2-W. X S$ 3/4"h. OXXO 4. EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 5. QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 8 . MAX. DAYLITE OPENING WIDTH = 26" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1of6 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED PRODUCT REMWBD 03 complybB withdo Flows We T. J 5' 1 5' NOTES ` 1PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FSC 2010 CODE. 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL _LIMITATIONS: 1). MAX. OP = 186 PSF W/ (4) Surface Bolts & Gloss Types A. 8. C & 0. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. OP = t76 PSF W/ 2 -Point Lack (octive)+ (2) Surface Bolts at tnactme 3). MAX. DP = 176 PSF W/ Flat Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4). MAX. DP = t86 PSF W/ Multi -Paint Lock (1-active)+(1-posssve) of Inoctrve [on Notes: LA WS 0.1 6 pd to comply w/ FIC2004 -11/01/08 ��yJ 8501 NW 90th St. d to comply tr/ Bi3CPA07 &addedMEDLEY. FLORIDA 33166 ted Glass 01/22/10 1 ' -7 -r IR -1 10 _E4 . 154t!. (305) 696-8660 A Mutt -Point Lock 01/27/11 NbNUFACTURPIt OF QUALITY A"WINUM NI0D018 AND CUSS DOORS d to comply v/ 2010 FBC Dray Ctaear rail viam Prd Catelowr Striee/lttmr $Aeetr NOA APPROVAL IMPACT FRENCHKo3eh ODOR i OF 6 Nelson Erazo a y i "La Porte" Impact" French Out --Swing Door Nelson Erato OLJ !2 scab: n.Ls. D•l••a" Nwaeen °raising Am"" FO -2003 RevLtan 6weeG .F. a PRODUCT REMWBD 03 complybB withdo Flows We T. J 5' 1 5' NOTES ` 1PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FSC 2010 CODE. 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL _LIMITATIONS: 1). MAX. OP = 186 PSF W/ (4) Surface Bolts & Gloss Types A. 8. C & 0. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. OP = t76 PSF W/ 2 -Point Lack (octive)+ (2) Surface Bolts at tnactme 3). MAX. DP = 176 PSF W/ Flat Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4). MAX. DP = t86 PSF W/ Multi -Paint Lock (1-active)+(1-posssve) of Inoctrve [on Notes: LA WS 0.1 6 pd to comply w/ FIC2004 -11/01/08 ��yJ 8501 NW 90th St. d to comply tr/ Bi3CPA07 &addedMEDLEY. FLORIDA 33166 ted Glass 01/22/10 1 ' -7 -r IR -1 10 _E4 . 154t!. (305) 696-8660 A Mutt -Point Lock 01/27/11 NbNUFACTURPIt OF QUALITY A"WINUM NI0D018 AND CUSS DOORS d to comply v/ 2010 FBC Dray Ctaear rail viam Prd Catelowr Striee/lttmr $Aeetr NOA APPROVAL IMPACT FRENCHKo3eh ODOR i OF 6 Nelson Erazo a y i "La Porte" Impact" French Out --Swing Door Nelson Erato OLJ !2 scab: n.Ls. D•l••a" Nwaeen °raising Am"" FO -2003 RevLtan 6weeG .F. 110 7/8' Max thlt Width Swing porT A E t Panel Width of g 1. . . t 135 3/16" s'+a"', "I %1 t • _ at "0X0" ELEVATION 145 1/2' Max Quit Width ^ SEE ALTERNATE BOLT SideltteJP f06 AT S Swina r- QLT I I 2S H. DL3 Yid Panel Width Panel VMith A C 33 13/16' r►ax. A C 35 3/16' X. VT C1,. l q Air--- D / I/.0/ C k ±76.0 D ..• • I comply w/ 5�:5 I Insulated Glass 01/22/10 �RO J X np Max. OL 3 Vidt 4 x G3 I H A xA zo G G �LE 0M iq Ac�,h IL Act,/fie o o+ .j ±76.0 C i.• +76.0 6 ±86.0 31 3/16• ±76.0 ±76.0 D is 6 +86.0 33 3/16' +76.0 +76.0 +76A � I 1 q i3 B • _ at "0X0" ELEVATION SEE ALTERNATE wxr OPTIONS AT SHEET 3616 1,OXXO" ELEVATION ANCHOR DOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR D.C.jMAX. SPACING AND LOCATIONS. 2. FASTENERS TYPE�S.6 FOR INSTALLATION . (YA� ¢ of 8 f_ERNATT£ggQQ LT• _�-_ S/hx aSEogf p8�TER LT 38 5/9' Man74 1/2' Max Wit Width Unit Width l 'I Width - t a/1Lwt1`dKt 36' rax )! �L- 145 1/2' Max Quit Width ^ SEE ALTERNATE BOLT SideltteJP f06 AT S Swina r- QLT I I 2S H. DL3 Yid Panel Width Panel VMith A C 33 13/16' r►ax. A C 35 3/16' X. VT C1,. l q Air--- D / I/.0/ I k ±76.0 �J Revision Notes: Revised to comply w/ FRZ2004 -11101/ Revised to FBC2007 & added comply w/ 5�:5 R Insulated Glass 01/22/10 �RO J X +76A Max. OL 3 Vidt 4 x G3 I a xA zo G G �LE 0M iq _+76A IL Act,/fie o o+ .j ±76.0 C i.• +76.0 6 ±86.0 31 3/16• ±76.0 ±76.0 D is 6 +86.0 33 3/16' +76.0 +76.0 +76A )3 r.• 1 D i3 B X$ w q 0 Ctiv 1 � +1 a � , Actwe u IUi • v q H q SEE ALTERNATE wxr OPTIONS AT SHEET 3616 1,OXXO" ELEVATION ANCHOR DOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR D.C.jMAX. SPACING AND LOCATIONS. 2. FASTENERS TYPE�S.6 FOR INSTALLATION . (YA� ¢ of 8 f_ERNATT£ggQQ LT• _�-_ S/hx aSEogf p8�TER LT 38 5/9' Man74 1/2' Max Wit Width Unit Width l 'I Width - t a/1Lwt1`dKt 36' rax )! �L- } PRODUCT REtaWW ^ �A r- QLT I I 2S H. DL3 Yid q A10TH • C1,. l q Air--- D / I/.0/ I k ±76.0 �J Revision Notes: Revised to comply w/ FRZ2004 -11101/ Revised to FBC2007 & added comply w/ 5�:5 R Insulated Glass 01/22/10 �RO J X +76A G 4 x G3 I a xA zo G G �LE 0M iq _+76A IL Act,/fie 6 2:86.0 23 3/16• +76 0 ±76.0 ±76.0 6 ±86A 29 3/161 176.0 ±76.0 +76.0 6 ±86.0 31 3/16• ±76.0 ±76.0 31 C 6 +86.0 33 3/16' +76.0 +76.0 +76A q 1 1 i3 B } PRODUCT REtaWW ^ �A r- QLT AF Al PANEL WHIT SIM �CHES) I(M 1HVfH s /Z101 A10TH • I q Air--- II 13 1 186.0 k ±76.0 �J Revision Notes: Revised to comply w/ FRZ2004 -11101/ Revised to FBC2007 & added comply w/ 5�:5 R Insulated Glass 01/22/10 �RO J X +76A G 4 x G3 � •' a xA zo G G �LE 0M iq _+76A IL E 6 2:86.0 23 3/16• +76 0 ±76.0 ±76.0 6 ±86A 29 3/161 176.0 ±76.0 +76.0 6 ±86.0 31 3/16• ±76.0 ±76.0 31 C 6 +86.0 33 3/16' +76.0 +76.0 } PRODUCT REtaWW ^ �A r- QLT AF Al PANEL WHIT SIM �CHES) I(M 1HVfH s /Z101 A10TH • I q Air--- II 13 1 186.0 k } PRODUCT REtaWW ^ 1 q r- QLT I.• q PANEL WHIT SIM �CHES) I(M 1HVfH s /Z101 A10TH • HEICHT • .F_--11r_, Air--- PROPESSIOPJA. F gINEER 1 186.0 k ±76.0 +76.0 Revision Notes: Revised to comply w/ FRZ2004 -11101/ Revised to FBC2007 & added comply w/ 5�:5 d •I Insulated Glass 01/22/10 �RO J Mult-Point Look 01/27111 Revised to comply w/ 2010 FRC +76A X R � ^ S�1 : 3 '•'` i " "A Drawn Nelson Erazo 01/20/12 sada 10 1/4' 16 114' 22 1/4• 28 1/4' 30 1/4' 34 1/4• 93' x(6) xA zo G G E 'SMS z �£ _+76A 6 +86A 17 3/16' ±76.0 176A +76A 6 2:86.0 23 3/16• +76 0 ±76.0 ±76.0 6 ±86A 29 3/161 176.0 ±76.0 +76.0 6 ±86.0 31 3/16• ±76.0 ±76.0 31 C 6 +86.0 33 3/16' +76.0 +76.0 +76A 1 ATT ` Y�NSTEtSHE�T "OX" ELEVATION "X" EVATIO EL B "0" ELEVATION N APPROVED CONFIGURATIONS 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND �ARE p�AVVA,ILLABLE AS OPTIONAL. 3. OR DOU$l BOTaf0ai1 RA! STM SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODUCT REtaWW • 1 q r- QLT I.• q PANEL WHIT SIM �CHES) I(M 1HVfH s /Z101 A10TH • HEICHT • .F_--11r_, Air--- PROPESSIOPJA. F gINEER 1 186.0 ATT ` Y�NSTEtSHE�T "OX" ELEVATION "X" EVATIO EL B "0" ELEVATION N APPROVED CONFIGURATIONS 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND �ARE p�AVVA,ILLABLE AS OPTIONAL. 3. OR DOU$l BOTaf0ai1 RA! STM SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. "taPorte" IMPACT PRODUCT REtaWW • as eomplylim whbt the Fltuids r- QLT Acaptencee N, % �' �J a- i i PANEL WHIT SIM �CHES) I(M 1HVfH s /Z101 A10TH • HEICHT • Tjf- Q S J. 80TOS L4iami Dade l PROPESSIOPJA. F gINEER 1 186.0 k ±76.0 +76.0 Revision Notes: Revised to comply w/ FRZ2004 -11101/ Revised to FBC2007 & added comply w/ 5�:5 d •I Insulated Glass 01/22/10 z , aebland Mult-Point Look 01/27111 Revised to comply w/ 2010 FRC +76A ATE OF .W I : s 1 a r% •� d' vay swuld or Nelson Erazo Ol/27 IL : 3 '•'` i " "A Drawn Nelson Erazo 01/20/12 sada 10 1/4' 16 114' 22 1/4• 28 1/4' 30 1/4' 34 1/4• 93' x(6) "taPorte" IMPACT FRENCH OUTSWINO DOOR - DESIGN LOAD CHART PAN66 IAATHIHRLGHT A ((INCHES) E NUMBER OF CHORE /JAMB DP LASS 9 YPE A do Ir +/-(PSF) PANEL WHIT SIM �CHES) I(M 1HVfH s DP ( PSF ) GLASS. GLASS ^ GLASS " TYPE 8 TYPE C TYPE "11 +/-(PSP) +/-(PSP) +j-(PSF) A10TH • HEICHT • 101/4• 16 1/4' 22 1/4' 1/4' 301/4' 34 1/4' 77' 5 1 186.0 113/16' ±76.0 +76.0 ±76.0 5 1860 17 3/16' +76,0 ±76.0 +76.0 5 +_86.0 23 3116• ±760 +76.0 +7"28 S *86.0 29 3/16' +76.0 +76.0 +76A 5 ±86.0 31 3/16' #76.0 *760 *76.0 5 ±86A 3S 3/1W ;76.0 ±76.0 +76A 10 1/4' 16 114' 22 1/4• 28 1/4' 30 1/4' 34 1/4• 93' x(6) 6 ±86.0 11 3/16• ±76.0 ±764 _+76A 6 +86A 17 3/16' ±76.0 176A +76A 6 2:86.0 23 3/16• +76 0 ±76.0 ±76.0 6 ±86A 29 3/161 176.0 ±76.0 +76.0 6 ±86.0 31 3/16• ±76.0 ±76.0 ±76.0 6 +86.0 33 3/16' +76.0 +76.0 +76A pFWQ%= NAMM MUST MLLE Ri'1'I.NAt" KtUUMUAGNIN MK UUIWWU VUU& • 0 f>AREMTHESIS INWATES j OF ANI MORS A7 FRW JAMB. LA SO8501 NW h St. MEDLEY. FLORIDAL33166 - X =mac. (365) 696-8660 MANUFACMRBR OF QUAIJ7 Y ALUMINUM MtNDOXS AND GLASS DOORS a w etem Purl Cions: Prod Caufo+W I SOUP/Modstr I arms 8hntr OA APPROVAL I WALT FRENCH DOOR 1 2 OF 6 "La Porte" Impact" French Out -Swing Door °'awing s` mbw FO -2063 I&.vTsFox tsys6 "P, •5/1116' TppAPCON W/ SEE N[]7 S HEI DW FOR SPACING) I 1/ �- 2 x C VODD BUCK / I � �- I/4• MAX. SHIM TYP. JAM8 38 6 1? 33 siaeNte Width-�----I Panel Width 1 MIN EMBED TYP 5/16' TAPCON V/ 1 1/2' MIN EMBED. INTERIOR SIDE (SEE NOTES BELOW FOR SPACING) 3 3 LOCK STILE 3 4 ''.A= MULLION 19 20 21 15 16 MULLION JAMB v • +•_; 46 6 Active 7 7 Inactive 6 12 6 17 S 38 39 t7 12 23 ': 36 SiaeUte ; p KN • ' 18 ': 27 12 9 10 14 9 10 14 11 11 1/4• D �' EXTERIOR SIDE C,ZMAx SHIM.� OD o UNIT WIDTH MIN EMBE (TYP.) Active IIMMOR SIDE DITEMOR SIDE ' Inactive Active Inactive 18 18 UrSRiOR SIDE EXTERIOR ERIE E3 L-� .. E LD J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE Z1 2' sill height SILL . • z . »— I •tri... • 7�+.. Sv • y. '�.',y� = r , ' •' . g r iJ ..+•.,. • • r+a �•ra 1VM TYP MEED 5/16♦ TAPCON V/ 111/2' N N EMBED CSEE NO BELOW FOR SPACING) is ffiv E I 6' TWO—POINT MULTI—POINT IAAX. OP - *76 PSF MAX• OP » *SS PSF OPTIONAL LOCK DETAILS AO.- 41 � VqTOS / E3 Active Inactive OPTIONAL BOLT 0 TOP RAIL Active Inactive �.... E3 / ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. F& SS&t:NE IYPEs.s FOR INSTALLA7fON PRODUCT RENEWED as emplyhe wilt to Florida IA�IcI+Io��ye�t�•) � � I EXTERIOR SIDE LAI k/ INTEMOR • SIDE . 18 0 q i8 12 1722♦ S�.! OPTIONAL SILL Helghtl ; vgl :a:'". , e• v' 1 PMIH EMBEb OPTIONAL BOLT 0 BOTTOM RAIL 5/16• TAPCON W. TYP C SEE DETAIL £3 FOR 14OUNTING LOCATION) t 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) FLUSH BOLT & FLAT SILL NOTE: 23 TWO-POINT LOCK. LIMITATIONS: DOORS & SIDELITES WITH THIS SILL TO BE 95 1/4• MAX. FRAME HEIGHT. 1). MAX. DP t86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psf DESIGN LOAD AND Surface Bolts dt Gloss Types A. S. & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 2). MAX. OP t76 PSF W/ 2 -Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Loris (active)+(2) Surface Bolts Inactive WHERE GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. Notes s 7� V 7p \ T comply s/ PBC2004 -11/ill/05 nHp 1, 1 �l/ 8501 MN 90th St. Revised to comply x/ 8'HCZ007 &added MEDLEY, FLORIDA 33166 Insulated Glass 01/22/10 E 1V C . (305) 696-8660 Aehland Mutt—Point Look 01/27/11 MANUFACFf1RER OF QUUtff ALUWFNUM 87NDOYS AND CLASS DOORS Revised to comply s/ 2010 FOC Dram Clara Pore claw, Prove Cabyo ye I SP4W1Iroda4 I na,na shnb NCA APPROVAL IMPACT JFMCH DOOR S Of 6 Rw "d Or Daft Checkadr » » n Nelson graze Q1 a It La Porte Impact French Out—Swing Door Drawn Nelson Braze 01/ 00/12 Saba RsJerraee hurabm B+�9 Bun,arra R�utrioi► Gab n.t.s• FD -2003 -g• • 3/�1661 TAPCON W1 `5/16' TAPCON W/ SEE 9Et.OV IR SPACING INTERIOR !SIDE SEE SElOv FFORR S jPACING 3 INTERIOR SIDE $ 3 LOCK STILE `•: d • JAMS 19 0 21 LO K STILE JAMB ; r A: •' ;: r. •J 19 20 21 . P tom• �.:► Q r ` JAMB ie =j 46 23 a= ..►* y: . y.. _ as ,s a : '•'• ' 30 3i �• :. ;: ..s- • • 29 311 31 ,, 6 TA .od •:•� Active 6' Inactive,. .• . ctive �«;�,�;,: t8 _;;�.�,;• ';� ;�;.: � s to 17: 9 t0 , - . . m .- 27 12 12 11 J 1/a• t t o " o MAX $Hlhi _ I, o a UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP.) EXTERIOR SIDE 6' TAPCON W/ O2' MIN EMBED. NOTES FOR SPACING) 2 x (P.T.) WOOD BUCK SHIM TYP. INTERIOR SIDE HEAD Al 5/16• TAPCON W/ !,)GE ST1/ ' MI EMBED. EEE NOTE FOR SPACING TYP .. .f 1. ,� t�,� WOOD BUCK I'L Ab j 0 9 t0 EXTERIOR SIDE a. D 42 1/4' MAX. SHIM TYP. nSideiite Attachment Screw t 6 Screws e each side of Jambs, - le total per sidelite ) INTERIOR SIDE Atilt% SILL v' ,•,.u• • a %,w� 'f• tt, p ,.• .,P', ,.rte ••. �l �• LAIN EMBED , . •• • • •• " ; `' ,•' •'� 1 �• MIN EMBED i. TYP . • i . y F P •r• t.i, TYP --•5/16• TAPCON ggW1 . (EM SE INSTA LIM7 00-I NOTES FDR SPACING) Active STILE O EXTERIOR SIDE INTERIOR SIDE LOCK STILE •: 19 20 21 a o . �► t a=� a = • 7 t Active EXTERIOR Si. • • INTERIOR SIDEActive PRODUCTRBNBWBD 58 6 Bui tyvd�the Nowa INTERIOR SIDE Sldellte'7" 7 _7 1 LOCK STILE I Dade Ptodud C'Mia EXTERIOR SIDE 12 G3 H3 INSTALLATION FASTENERS NOTE: "1X BUCK" MINIMUM R£OUIRED FASTENER LENGTH HEAD: 5/16' X 3 1/2" Lang T •) SILL: 5/16* x 2 1/4" Long TAPCON(+ JAMS. 5/16" X 2 3/4" Long TAPCON(0) MULLIONS: 8/16" X 2 1/4" Long TAPCON(o) (0) TAPCON BY O" OR "BU- L D .X' '2X BUCK' MINIMUM REQUIRED FASTENER LE HEAD: 5/16 X 3" Long TAPCON(*) SILL: S/16" x 2 1/4" Long TAPCON(0) Ive JAM8: 5/16" X 2 1/4" Lona TAPCON(*) MULLIONS: 5/t6" X 2 1/4" Long TAPCON(*) (!)_TAPCON BY "RICO' OR 'BUILDOr NOTES: ALL FASTENERS YT/ I,I/2' MIN. EMBEDMENT. AND i/4" MAX. SKIM SPACE • ALL TAPCON LENGTHS "I" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET I of 6 FOR ANCHOR WXSPACING AND LOCATIONS ) LAWSON 8501 NW 90th St. MEQLEY. FLORIDA 33166 I "TR E (305) 696-8660 MAHUPACrOM DF OUAUTr ALlld WLW r&MYS AND WASS DOORS �J EXTERIOR SIDE ti��• .p. N ;�� s„ Revision Notes: `• R,• . d q �� Revised t0 comply +�/ FBcz01i4 -11/01/ A i , w5225 Revised to comply a/ PBC2007 & added ' �� _i `: it Insulated Glass 01/22/10 Ashland Mult-Paint Look 01/27/11 • CC Revised to comply s/ 2010 PBC u ♦ � �&DQaf CRfeledr fwfd Nelson Erazo 0i lE7 Il Drruun ft Nelson 8razo 0o E Q _ Redo E-, n.t.s. NOA APPROVAL I I 10ACT I rMiCH 0008 E 1 4 OF 6 "La Porte" Impact" French Out—Swing Door FO -2003 ASSEMBLY SCREVS Dee 012 s 3/4• Px/FtTtt. , . , ////� « E SILL SEALANT DETAIL NOTE. HEADER TO BE SEALED SIMILAR To SILL DEPT BUT LEFT JAMB VEATHERSTRIP FACE UP SILL - FRAME ASSEMBLY DETAIL SIDELITE ATTACH 12 T/4 SCREVS 932 \ am ■ r PH/Ptin- INTERIOR SIDE t 7 Glazing Adapter•--\ ��8,_IClazing Depth —e Laminated Class ADAPTER _ - by Dupont or Solutla INTERtOa SIDE DDos uwB Types "A". "B" or "C" SIDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/ CORRESPONDIN+ GLAZING TYPE 6 BESCRIPTI `- 1/4 Round 32 33 3a Bead l0� ACCESS d EXTERIOR SIDE ° GLAZING DETAIL #1 LEFT DOOR ��HlrAd STILE INTO THREi ook 3A r HIM A7TACHNE111 SCREWS am 110 ■ 3/41 PH/PHR. e' fi SINGE ATTACHMENT • WTAILS • AccEss -tax / L] / • LEFT WWD WiR LEAF :TOL DOOR STILE BOTUN TTACKNUT HEX IAIT am AND WASK ►.- PH./PHIL. PANEL ASSEMBLY DETAIL .crest HOLE COVER 014 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE 014 SMS OR SELF DRILLING SCREWS WTO METAL STRUCTURE (SEE NOTES Ftp SPACINW IN E>� DIST. ITEM DESCRIPTION 0125 TbiK MIN (6063 -TS MIND CSE£ NOTF� FOR SPACING) 1� MIN EDGE BIST_ �I 12 GA MIN Cpy a 36 KSI MIN.) KAI DETAIL ALUMINUR TUBE MULLION 1/8' Heat -Strengthened Class 4w Sartex PVB Interlayer. SL TUBE OR COLUMN ® ��• 3 4 REFER TO APPROVED moo, STEEL IN CONTACT W/ ALUM. 11T�GCIIBE 1 lAr -TEMPERED GLASS MtA14I-DA0E NOA PLATED OR PAINTED) INTERIOR SIDE 10 Glazing Adapter 6/18" Laminated Glace Lft; 33 34 (SEE TABLE V/ CORRESPONDW6 GLAZING TYPE 6 DESCRIPTION) _ 1/4" Insulated Air Space T9/ 1/8" Temp. Glass INSULATED SPACER 'TruSeal•- T11GIazing Read Dura Seat Swipate Spacer, 26 Stock - 1/4' Ah- Space PtWo, 812-e5H-357 EXTERIOR GLAZING DETAILS #2 t� L-�0f2EtTtD PLOD ais c°kP i+%%,Ep STEEL PIN GLAZING TYPE & DESCRIPTIQNS .468 OLA Laminated Glass by Dunt - Glass "A" ITEM DESCRIPTION DETAIL 32 .,. ems• 1 3/16' Anneated 2 .040• DuPont SGP Interlayer 3 3AW Arvteated .340" 0 A Laminated Glass by Du ont - Glass WOO "B" ITEM DESCRIPTION DETAIL 33 I 1/8• Anneated 2 .1130' DuPont PVD Interlayer 3 1/8' Anneoted o3ca .3401 0 A Laminated Glass b Solaria - Via—s e ITEM DESCRIPTION DETAIL 34 Pm D3tD• I 1/8• Heat -strengthened Glass 2 AW Sartex PVB in"a 3 1/8' Heat-Strenothened Glass .340 O A Laminated Glass by Solutla - Glass Type E ITEM DESCRIPTION DETAIL 1 1/8' Heat -Strengthened Glass 2 .oro-• DuPont SGP interlayer 3 t/8' Meat -Strengthened Glass 4 1/4• INSULATED AIR SPACE "Yi' a340' 3 1/8• TEMPERED GLASS 1/4' MAX. SHIM TYP. 1/4' MAXI. SHIM TYP. + ODUCf'>�� HINGE NFUN aEA¢INa �plyingtvndoF1o11" r C Nw L KOflR T AND Tza- Bulitiing Coda .. I /4• M E T. 5/16' ELCO TAPCON V/- °SAN � lEitCOptsllcol`ioOd S/L6• TAPCON V/ t IN TY� DIS 1 1/2' MIN EMBED. 01 CSEE NOTES FOR SPACING) DIST f 1/2• MIN EMBED INTO CONG �� 11 iiINCE ASSEMBLY DETAIL �nP+ (SEE NOTES FOR SPACING) PROF 1trt$ NEER AFD -624-2 { Con (CUM TO BE 3 KSI MIN.) 2 x tP.T.) , .r s • . a a• .K WOOD DUCK y " ; Y. , , -� :• a ;1/4'MAX GEN. NOTE 03) , ,,>+ ••� •. J` �� Revision Notes: ,.s ae s•� :4 -* .� I y.r .� `•� � 'N� `` � '�� Revised to comply w FBC2004 -11/01/03LA WS ON 8501 Ifw will St. '°� Revised to comply TF/ FI1C2007 do added MEDLEY. FLORIDA 33166 9 Insulated Glass 01/22/10 I N S T R i E S' Mg.) (305) 696-8660 1/4' MAX. SHIM TYP. SHIM TYP. Ashland Muit-Point Look 01/27/Li MANUFACFURCR OF QVAUff AWMINUM MINDOIrS AND G►ASS BOORS . Revised to comply Ta 2010 FBC s : • ill ® P Y / cram eftm Port eta= Prod Catrparnr 89ruwMod1L• rbNn sA..a raDA APPaovt►t IUPACT rarMCM DOOR s of 6 R1pt1.d Dao bola ,• dr NOT E, �.: ,.. , �?= ��Nelson Erazo 01/27/11 La Porte Impact French Out—Swing Door OPTIONAL INSTALLATION DETAILS MAY APPLY �i as t ��y To DDDR rRAMECJm mam rRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS "� t' 6`� q��' ° Nelson Erazo Daft 2 DATE sem n.t.e. Part Numbarr °'a'° AurAwrr FD -2003 tt,vctio>, L.v1t GLAZING TYPE & DESCRIPTIONS .340 0 A Laminated Glass • by Solana - Glass Type D ITEM DESCRIPTION DETAIL 1 E 1/8' Heat -Strengthened Class 4w Sartex PVB Interlayer. ® ��• 3 4 1/8' Heat-Strenathened.Mass 1/4• INSULATED AIR SPACE moo, 5 1 lAr -TEMPERED GLASS .340 O A Laminated Glass by Solutla - Glass Type E ITEM DESCRIPTION DETAIL 1 1/8' Heat -Strengthened Glass 2 .oro-• DuPont SGP interlayer 3 t/8' Meat -Strengthened Glass 4 1/4• INSULATED AIR SPACE "Yi' a340' 3 1/8• TEMPERED GLASS 1/4' MAX. SHIM TYP. 1/4' MAXI. SHIM TYP. + ODUCf'>�� HINGE NFUN aEA¢INa �plyingtvndoF1o11" r C Nw L KOflR T AND Tza- Bulitiing Coda .. I /4• M E T. 5/16' ELCO TAPCON V/- °SAN � lEitCOptsllcol`ioOd S/L6• TAPCON V/ t IN TY� DIS 1 1/2' MIN EMBED. 01 CSEE NOTES FOR SPACING) DIST f 1/2• MIN EMBED INTO CONG �� 11 iiINCE ASSEMBLY DETAIL �nP+ (SEE NOTES FOR SPACING) PROF 1trt$ NEER AFD -624-2 { Con (CUM TO BE 3 KSI MIN.) 2 x tP.T.) , .r s • . a a• .K WOOD DUCK y " ; Y. , , -� :• a ;1/4'MAX GEN. NOTE 03) , ,,>+ ••� •. J` �� Revision Notes: ,.s ae s•� :4 -* .� I y.r .� `•� � 'N� `` � '�� Revised to comply w FBC2004 -11/01/03LA WS ON 8501 Ifw will St. '°� Revised to comply TF/ FI1C2007 do added MEDLEY. FLORIDA 33166 9 Insulated Glass 01/22/10 I N S T R i E S' Mg.) (305) 696-8660 1/4' MAX. SHIM TYP. SHIM TYP. Ashland Muit-Point Look 01/27/Li MANUFACFURCR OF QVAUff AWMINUM MINDOIrS AND G►ASS BOORS . Revised to comply Ta 2010 FBC s : • ill ® P Y / cram eftm Port eta= Prod Catrparnr 89ruwMod1L• rbNn sA..a raDA APPaovt►t IUPACT rarMCM DOOR s of 6 R1pt1.d Dao bola ,• dr NOT E, �.: ,.. , �?= ��Nelson Erazo 01/27/11 La Porte Impact French Out—Swing Door OPTIONAL INSTALLATION DETAILS MAY APPLY �i as t ��y To DDDR rRAMECJm mam rRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS "� t' 6`� q��' ° Nelson Erazo Daft 2 DATE sem n.t.e. Part Numbarr °'a'° AurAwrr FD -2003 tt,vctio>, L.v1t a I �a r. OPTIONAL 846 TKO -POINT LOCK LOCK OHC -050 (+/- 76.0 psf DP) �y�,,TI-PDINT - L 3 ACTIVE STEEL I `3/ ' 0. G a I �a r. OPTIONAL 846 TKO -POINT LOCK LOCK OHC -050 (+/- 76.0 psf DP) �y�,,TI-PDINT - L 3 ACTIVE ACTIVE HANDLE 6 TRINSET 3/6• D - STEEL Bill. a . HOLT Optional Multi -Point Locks (+/- 66.0 psf DP) Active Lock I Passive Lode ASHLAND OV5110-STACT5 I ASHLAND #W5110-STPAS4 HANDLE & TRIMSET [ HANDLE & TRIMSET ASHLAND OW52OIA-A FLUSH BOLT AND TKO -POINT LOCK 49 ANGLE GUIDE NFD -627-1 1.500 124 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2- LONG #FD -625-1 2' 1 1/2' SIDELITE PANEL. ALUMINUM PLATE 35 2- LANG #HC -002 `STAINLESS STEEL BOLT (a) (a) 5/16' G.D. SSS C+I- 76.0 Psn 10 3/8' al). SSS t./- a" Psn INACTIVE -PANEL 18 FLUSH BOLT #HC -001 .076 --II-- .07 8 T 275 .062 6 .460 1.986 17r 1259 _I !::pO GLAZING ADAPTER $8 QUARTER ROUND (11/16-) BEAD �L-9I0 OFD -634 X:60 .119 .730 .726 � -T 2.031 -----I " •808 HINGE LEAF 10 (U� 8 ADOUND 11 L-908 yL-912 11 .060 .835 .656 Ob .808 OQUARTER ROUND (1/4)'BM 1.250 A-911 1.625 -1 r Mi96 .045 HALF ROUND 42 FALSE MUOTIN O RAIL ADAPTER #L-913 fmcible VhM (FPVC1 Composition - Team Plastics. I `3/ ' 0. PHYSICAL STEEL DOLT Dwomctcrllmdrm "A°,10 sw 75 D-2240 T TOP Gu E® 1.45 D-792 Tense sum k ni 1640 DMM B 340.0 D-638 aiulusQ a�g*cn,PSI 765.0 D438 BnulIOOSaEl =1991=0 31.0 D-746 `2. FPVC Wli Compound No. 7287-76 PHYSICAL AMINO. DurmarterHardrom-A",l0sm 75 D-2240 Speacacffiiw 1.45 D•792 Tensile Slrengik. PSI 1640 D-88 1i EWngtiok % 325.0 D438 Modulus@ 100'ioElatg ba%PSI 7650 D4N hnpvd BAA -3D.0 D-746 ITIPASSIVE ACTIVE HANDLE 6 TRINSET 3/6• D - STEEL Bill. a . HOLT Optional Multi -Point Locks (+/- 66.0 psf DP) Active Lock I Passive Lode ASHLAND OV5110-STACT5 I ASHLAND #W5110-STPAS4 HANDLE & TRIMSET [ HANDLE & TRIMSET ASHLAND OW52OIA-A FLUSH BOLT AND TKO -POINT LOCK 49 ANGLE GUIDE NFD -627-1 1.500 124 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2- LONG #FD -625-1 2' 1 1/2' SIDELITE PANEL. ALUMINUM PLATE 35 2- LANG #HC -002 `STAINLESS STEEL BOLT (a) (a) 5/16' G.D. SSS C+I- 76.0 Psn 10 3/8' al). SSS t./- a" Psn INACTIVE -PANEL 18 FLUSH BOLT #HC -001 .076 --II-- .07 8 T 275 .062 6 .460 1.986 17r 1259 _I !::pO GLAZING ADAPTER $8 QUARTER ROUND (11/16-) BEAD �L-9I0 OFD -634 X:60 .119 .730 .726 � -T 2.031 -----I " •808 HINGE LEAF 10 (U� 8 ADOUND 11 L-908 yL-912 11 .060 .835 .656 Ob .808 OQUARTER ROUND (1/4)'BM 1.250 A-911 1.625 -1 r Mi96 .045 HALF ROUND 42 FALSE MUOTIN O RAIL ADAPTER #L-913 fmcible VhM (FPVC1 Composition - Team Plastics. I '7 FPV►C Black ound No. 7200.78 PHYSICAL ASTM NO. Dwomctcrllmdrm "A°,10 sw 75 D-2240 Spcdit G-ity 1.45 D-792 Tense sum k ni 1640 DMM Ult ww 00aptIDA % 340.0 D-638 aiulusQ a�g*cn,PSI 765.0 D438 BnulIOOSaEl =1991=0 31.0 D-746 `2. FPVC Wli Compound No. 7287-76 PHYSICAL AMINO. DurmarterHardrom-A",l0sm 75 D-2240 Speacacffiiw 1.45 D•792 Tensile Slrengik. PSI 1640 D-88 1i EWngtiok % 325.0 D438 Modulus@ 100'ioElatg ba%PSI 7650 D4N hnpvd BAA -3D.0 D-746 G 3S I �[ .096 1.750 .074 .127 OPANEL HINGE STILE #L-907 4.187 .098 1.750 .075 5.05 OPANEL LOCK STILE OL -905 1- 1.75-1 A72 4,000 WE .09 .082 OPANEL TOP & BOTTOM RAIL #L-908 1.750 1 OFRAME JAMB OL -903 4.500 1 rasp .697 .065 O FRAME HEAD 1.91E --i A-901 W-100 .064.064 4.500 OFRAME SILL #L-902 1.812 --� 066 .063 .214 J 4.5M 4 JAMB ADAPTER 4.348 .[oD - I Q078 04W J i--�- 4.066 ----� O44 FRAME HEAD SHEAR PLATE #L-915 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES lt[ 100 2.669 0 2. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS PRODUCT MMWED T� 4.500 as Complying with am Florida 46 FRAME LAK SILL Building Cada 1 A #L-918 Acceptaaca No 4.. ,, - b t sem. d to comply e/ F=007 & added ted Glass 01/22/10 id Unit -Point Lock 01/27/11 d to comply M/ 2010 FOC Nelson Eratoow Nelson Erato p1/ 0/12 Seats n.t.s. REFER M DETAIL '113' AT SHEET O 3 OF 6 FOR ADDITIONAL NOTES AND LINITATIONS. LA WSON 8501 YSL MEDLEY. FLORIDA.33766 I7 St'T R I E c . (305) 696-8660 Prow Ctora (Port Ckm !Prod takwr. ISatrs/Xodeh Iltem SMsL• HDA APA80YAL I n1PACT M-:x/)t f1UQR a QF 8 "La Porte" Impact" French Out -Swing Door trawh�y X'°"°r'7 FD -2003 a 00 N oil B 67 B Bt D a 00 NOTE: ox I XO 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A. At. B. & BI" REFER TO SHEET 03 3 FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A At N oil B 67 % E D NOTE: ox I XO 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A. At. B. & BI" REFER TO SHEET 03 3 FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A At 0] XOX -Equal Lite 3-113-i fw NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS A, At. B. & 81" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. - & E- REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 N % E D B 81 11 L 0] XOX -Equal Lite 3-113-i fw NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS A, At. B. & 81" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. - & E- REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 0 NOTES: XOX --Un-Equal Lite (114-1/_2-114 i REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A. Al. B. & Bl" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 1�J 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8. 7, or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A. C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & In FALSE COLONIAL MUNTINS ARE OPTIONAL, & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET g S FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVISED as wmplyt„gwith doFb*b Badding Code Accepm me No &xpppfttstion Date M;atnl t Ccatm w0wo -�z 11F dc D B 81 0 NOTES: XOX --Un-Equal Lite (114-1/_2-114 i REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A. Al. B. & Bl" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 1�J 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8. 7, or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A. C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & In FALSE COLONIAL MUNTINS ARE OPTIONAL, & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET g S FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVISED as wmplyt„gwith doFb*b Badding Code Accepm me No &xpppfttstion Date M;atnl t Ccatm w0wo -�z 11F TEST UNIT SIZE: 111" X 63" ajc INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70A (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 8 AT EA. FRAME JAMA • SEE GENERAL NOTE #3 & 04. TEST Mat %.O M 4 3/5-, 85 3/8' OVERALL. FRAME WIDTH - so 134 3/8' INTERIOR FRAME WIDTH – n E O� T/1-0 ADA'gAp7NlAtEETlirii ANCHORS iILS A A l +�� 7M S I �T�ALi As t a 4' i I R•�) i TEST Mat %.O M 4 3/5-, so n E O� D C E � As a in B B1 TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS f (A) 8 AT FRAME HEAD ' (8 AT FRAME HEAD IF DP ABOVE 704 (B) 8 AT EA. FRAME SILL g• (8 AT FRAME BILL IF OP ABOVE 70.0) (C) 8 AT EA. FRAME JAMB 03EE GENERAL NOTE 03 & 04. s- AMLLW slu�is) I T 6 24 3/8 13 1/4' D C E � in .'o O ;B 1/4' E OZ �4 Or_____=;�==Q 13 1/4' O.C. ;; 13 1/4' O.C. ANCHOR NOTES. 1. SAME ANCHOR SPACING AT HEAD 6 SILL EE�ST 6 INgT SE ONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED V%4 1L CONE ANDA W/ AT MEETING RAILS FDR UNITS WITH AVAILABLE AS OPTIMAL. DP ABOVE +70PSF / - 75PSF C4 TQ'IAL) I. WINDOW EQUAL LITE VERTICAL CROSS-SECTION DETAILS 'A. Al, B. 6 Bl' AT SHEET 03 ST UNIT SIZE: 111 X 63" 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D, i E• AT SHEET 05 STALLATION FASTENERS =k 111' OVERALL FRAME WIDTH ) 10 AT FRAME HEAD `a 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.C� 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) B AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & ®4. lil Mo D.L.O. 9VId 24 3/8 n E � C .'o O 9 B B1 4' $ { (MA> Moa'.O.L.Q. 1kidth ZA_ i1,1000, E S. AlLMNEttS) LI 1/4' D.C. / • Q C 13 1/4' D.C. <= 1 13 t/4. OC. ANCHOR NOTES. q{, 1. SAME ANCHOR SPACING AT HEAD 6 S[LL APPL16ED V%SILK AND AttEMAVA LABLE 8. TTWE.ADDITI�O�NSAF ROR TSS HIRED AT AS OPTIONAL ABOVE +7ING RA DPSP / - 75PSF C4 Mr i) "XOX" WINDOW — UN—EQUAL LITS 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al. B, 6 BI' AT SHEET 43 & SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E• AT SHEET 83 A 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 4 S• 13 t/4' O.C. C 13 1/4. O.C. l DC ANCHOR NOTEStt SAME ANCHOR ' 2. TWO ADDITIONAL��fNG AT HEAD & ANCHORS REflUIRED�—�� NNN'IgglhINT i1� APVLIED VAT MEETING RAILS FOR UNITS WITH AVAILLE It OPTIMAL DP ABOVE +/- 70PSF C4 TOTAL) "XO" WINDOW EQUAL LITE NOTES. ("OX- REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al. D. 6 BI' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET 04 SERIES7-�8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT MVIM as comNO plying whit tliD Fhlrtda Buildiag Cie 17 B i' h M O:L.O. idth E Or_____=;�==Q ;; 13 t/4' O.C. C 13 1/4. O.C. l DC ANCHOR NOTEStt SAME ANCHOR ' 2. TWO ADDITIONAL��fNG AT HEAD & ANCHORS REflUIRED�—�� NNN'IgglhINT i1� APVLIED VAT MEETING RAILS FOR UNITS WITH AVAILLE It OPTIMAL DP ABOVE +/- 70PSF C4 TOTAL) "XO" WINDOW EQUAL LITE NOTES. ("OX- REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al. D. 6 BI' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET 04 SERIES7-�8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT MVIM as comNO plying whit tliD Fhlrtda Buildiag Cie 17 B 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EXTERIOR GRADE—/ PERIMETER CAULKING 9 B- EXTERIOR GRADE --I PERIMETER CAULKING 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BYTHE GLAZING SYSTEM /4' MIN. : •p -4' IEDMEN�• 4 v ; a ee 4. 1/4' MAX. SHIN SPACE \ (TYP.) r d A V d 4 A , A4 1/4' MIN EMBEDMENT L 44 ..a r •�O• a q 4 4 ' a CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1/4' MAX. SHIN SPACI o (TYP.) 'tea QTIlr'f-n nvro 4ICTAI 1 ATLI MATT rn Tri EXT. GRADE PERIMETER—O' CAULKING NOT BY 'LAWSON INDUSTRIES•, TO BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. HIM SPACE (TYP.) INTERIOR WINDOW INST� LATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE e'• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #3, & #6. BY OTHERS CTYPJ • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. S NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 6,',twol&+li I' ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS ;-\ TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES> MUST SUSTAIN LOADS IMPOSED •OTno ctkncu` VBY THE GLAZING SYSTEM 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 112 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE EXTERIOR WALL FINISH ---� BY OTHERS (TYP.) 2X STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. CEXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1/4' MAX. 0 EXT. GRADE PERIMETER CAULKING NOT BY *LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SVVEER�QPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. PT. WOOD BUCKS LAMINATED GLASS ( :•: ' SILICONE ADHESIVE 1/4' MAX. BEDDING COMPOUND SHIM SPAC ^� INTERIOR 0-1% (TYP.) SIQ 0 EXTERIOR ' — 11 EXT. GI O CAUL O 73' MAX. INDOW FRAME BUCK WIDTH 74' MAX. —WINDOW FRAME FLANGE WIDTH - '10" WINDOW EQUAL LITE ( "OX- REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE B12 SMS OR WM SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)i 4 ,a 1/4' TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 112 FOR MAX. FASTENER SPACING) tx 4, •O.i r 'a :MBEDMENT' I ..4 . . o ' a EDGE DISTANCE •. 4. PRODUCT REVISED as Complying with the Fl wft Building Code A"ptmm No Bxpiiatiaa Rape -7 sy tfr M n...ma' a■o■mo -01 J # 12 X 1 3/4' S.M.S. 1 1/4' MIN, WOOD EMBED (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1/4' MAX. HIM SPACE CTYPJ 1/4' 1MIN. EXT. GRADE CAULK - CLEAR SILICONE ADHESIVE O BEDDING COMPOUND WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/80, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Ee LAMINATED GLASS WINDOW FRAME BUCK WI EXTERIOR WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE m ------- o ¢ 1 1/8' MIN. EDGE DISTANCE z EXT. GRADE ry int. •.d�, CAULK PRODUCT RBVISSD as Bailer wi& 18o FLadit = D swami HM tL PT. MOOD BUCKS 1/4' MAX. .. 1• a'� SHIM SPACE '�;{ 4 • d ; CTYPJ . • • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. CSEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) Ix m ------- o ¢ 1 1/8' MIN. EDGE DISTANCE z EXT. GRADE ry int. •.d�, CAULK PRODUCT RBVISSD as Bailer wi& 18o FLadit = D swami HM tL Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 IIP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +60.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 70 0 70.0 80.0 80.0 80. • 1 �� • / • l= ENV1 1 ��©� �' '� •X' n80.01 80.0 8070.0 • 1 •. 1 - � • •- • _ E • . _ . o • o • : 1• a iMcJ77b�• _ c� • c • � .. 1 •» 1 •. 1 1 1/ 1 1 1 1 / 1 . 1 1 .1 1 .1 1 . 1 1 �� f : 1 • 1 • 1■ 1 1 1 1 11 1 1 :/ 1 :1 1 :f f :1 1 •1 �©� • / •• 1 • 1 •! 'f 1 1 r 1 1 1 1 ■ :1 1 .:1 1 :/ i :1 1 tiuildiitig Code �� • / : 1 • M • ! 1 1 1 1 I i 1 1 : 1 1 : f 1 : I r : I Q ''' © n ■ t -. r .» 1 � .: 1 1 1 / i I f / 1 : 1 1 : 1 t : 1 r : 1 /. i• i".+� ®�• ... ! •., /, r: 1' 1 t 1 1 1 1 t : t 1 : 1 f : 1 1 : 1 f •/ i' ©� 1 •y 1 t 1 1 1 1 1 1 1 1/ : 1 1 : 1 1 : t l . 1 1 '• �� 1 . 1 . / .» 1 1 1 1 1 I i 1 1 :1 1 :r 1 :1 1 :1 1 �� ' • Q�� 1 :. 1 1 • 1 I t 1 1 � I f 1 1 : 1 1 : 1 1 : 1 1 : 1 1 APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF \�• �� Miw Dadeteooi © `� �� 1 1 . 1 1 1 1 1 1 1 1 1 1 :t f :1 1 :1 1 :1 1 � j C+80.0 DP MAX.) ( - •1 .. r . 1 .� 1 1 / 1 1 1 1 1 / 1 :/ 1 :1 / :/ / :1 1 .» 1 1 xo ��1Ca0� •� 1 / , 1 . 1 I t 1 1 . 1 1 1/ �� :1 1 :1 1 :1 _ �� •� 1 1 i • 1 1 1 1 1 1 1 1 1 :1 r :1 1 :1 / : 1/ '® 1 ®® i 1 •• 1 • 1 • / f f 1 1 1 1 1/ :1 1 :1 1 .1 1 :1 1 x _ a moat r ��. 1 • f 1 . 1 i 1 1 1 I r ! 1 :1 1 :1 1 : 1 1 : 1 1 ® i �� / 1 / •. 1- 1 1 1 1 i i / 1 : 1 1 : 1 1 : t i : r 1 ��® • 1 .» 1 • 1 • 1 I t 1 1 1 1 1 1 : 1 1 � :1 1 , : 1 1 :// ® •: ®� •. 1 • 1 i .i. 1 1 1 1 1 1 1 , f l :1 1 :! i :1 / :1 1 • ` �� i» / •. r i 1 •» 1 I t / 1 1 1 1 1 :1 1 :1 1 s! 1 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 IIP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +60.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 70 0 70.0 80.0 80.0 80. • 1 �� • / • l= ENV1 1 ��©� �' '� •X' n80.01 80.0 8070.0 • 1 •. 1 e'• 1 •.• 1 / 1 �i�� tiuildiitig Code � � NIF Me RISER- OPTIQNAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF \�• �� Miw Dadeteooi j C+80.0 DP MAX.) Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 IIP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +60.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 70 0 70.0 80.0 80.0 80. 70.0 70.0 80.0 0.0 0 70.0 70.0 80.0 n80.01 80.0 8070.0 70.0 80.0 80.0 80. M. as emplying with dw � tiuildiitig Code � � A�a� RISER- OPTIQNAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF \�• �� Miw Dadeteooi j C+80.0 DP MAX.) xo 96 36 3 10 70.0 75.0 DENGN LOAD CAPACI PSM -XOX WINDO S with Un -i + / - Pressures FRAME SLZ.E WIDTH HEIGHT 60 24 # Jamb Anchors 3 # H & S Anchors 7 Glass T + DSf 80.0 e "B" * 2 - Dsf 80.0 lass Type + DSf 80.0 "C" * 2 - DSf 80.0 Glass T + DSf 65.0 e "D" * 2 _ Dsf 75.0 Glass Type + Dsf 65.0 "E" ' _ s 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 96 24 3 10 80.0- 80.0 80.0 80.0 65.0 75.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.6 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 108 36 3 11 58 5 9 71 52.0 52.0 65.0 75.0 65.0 7 5.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 84 48 4 8 - 52.0 52.0 52.0 65.0 75.0 65.0 75.0 96 48 4 10 52.0 111 52.0 52.0 65.0 75.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 60 60 5 7 52.0 52.0 65..0 75.0 65.0 75.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 96 60 5 10 - 52.0 52.0 65.0 75.0 65.0 75.0 108 60 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 74 1 38.375 3 7 80.0 80.0 80.0 1 80.0 65.0 75.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 1 75.0 1 65.0 1 75.0 79.5 26 3 9 - - .52.0 52.0 79.5 38.375 4 9 52.0 52.0 79.5 50.625 4 9 - 52.0 52.0 79.5 58 5 9 71 52.0 52.0 79.5 63 5 9 52.0 52.0 106.25 26 3 11 52.0 52.0 106.25 38.375 4 11 - 52.0 52.0 106.25 50.625 4 11 52.0 52.0 106.25 58 5 11 - 52.0 52.0 106.25 63 5 11 - 52.0 52.0 111 26 3 11 52.0 52.0 111 38.375 4 11 52.0 52.0 111 50.625 4 11 52.0 52.0 111 58 5 11 52.0 52.0 111 5 11 - 52.0 52.0 Note * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. 09 G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR L ITE SHALL BE TEMPERED. s 75.0 75.0 75.0 C7 65.0 75. 65-Q 75. 65.0 75. 65.0 75. 65.0 75. 65.0 75. 65.0 75. 65.0 75. 65.0 75. 65.0 75. 65.0 75. N osf 1 i 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 5 .O 52.0 N osf 1 -Dal 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 5 .O 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 1 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 TT 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.052.0 52.0 52.0 52.0 52.0 R, lass Type 'G" * 2 A sf - sf o z -• 65.0 75.0 n 65.0 75.0 "' cb 65.0 75.0 t; d a o 65.0 75.0 vC'► a^ a' w a 650 75.0 1 u c 65.0 75.0 2i c 65.0 75.0 65.0 75.0 ad X it R o 65.0 75.0 o 65.0 75.0 Z o 65.0 75.0 65.0 75.0 0 65.0 75.0 65.0 75.0U 0-11 65.0 75.0 z z 65.0 75.0 il 65.0 75.0 o a 65.0 75.0 W x o 65.0 75.0 65.0 75.0 h 0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 Z 65.0 75.0 '' a a 1 65.0 75.0 75.0 52.0 49 65.0 75.0 65.0 75.0 75.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 75.0 1 52.0 52.0 1 65.0 75.0 75.0 52.0 52.0 1 65.0E 5.0 75.0 75.0 52.0 52.0 65.075.0 01 'RODUCTREVISBD ,, R'�.�••• ��• s comAying with the FtM*b a oe No : D (7 ;y 20 SILL RISER - IIPTIONAL Ii DsQeliiro$�sc 1 t APPLIED WITH SILIC13NE I FOR DP ABOVE +70.0 PSF 1` 2 j C+80.0 DP MAX.) p oleo, _..._..._.....,_..._... ........ ._....._._.__..__........ ......._......._.._ s DESIGN LOAD CAPACITY (PSE9 - XOX WINDOWS with Equal Lite (9/3-9/3=913) :6 + / -Pressures (04 FRAME 517.E #Jamb # H & S Glass Type "B" (�° 2) Glass T p® "C" (*2) Glass Ty "D" (�` 2) Glass T pe "E" (* 3) Glass Type "F" ( 3} Glass T e "G" * 2 A WIDTH :HEI. Anchors Anchors + psf - psf + psf _psf + sof + psf psf + psf + m $ z 1 p p p p p i - p 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 13 � s 72 24 3 9 80.0 80.0 80.0 80.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 `° 4 Q w 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 °' 9 0 co en 60 36 3 7 70.0 75.0 70.0 75.0 65:0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a z w x 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 p x � `� 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U z 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c a 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 - 75.0 52.0 52.0 65.0 75.0 W x 53.125 50.625 4 6 70.0- 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c 3 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j co 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.075.0 �j A x 2. 74 38.375 4 9 - - 52.0 52.0 65.0 75.p 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 < 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 r Q 79.5 38.375 4 9 70.0- 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84. 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x z 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 PRODUCT REVISED ♦ O••• ••�o as a mplyinwith Ide nuft •' 6E. 4�.y Notes �` 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. A "Sco ptanoa No 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Expimtien Date 1 • (WINDOWS WITH GLASS TYPES "A. B. C. & D") 13y 20 SILL RISER - OPTIONAL 1 'Q 0 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP 1 APPLIED WITH SILICONE• (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. M1 }�Pf° SII � FQ4% R DP ABOVE +7D.0 PSf •• ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON C+80.0 DP MAX.) ••' •.• • r� 49 4.) WINDOWS WS WITH DP ABOVE 70.0. ( WS WITH GLASS TYPES "A.C, OEE R LEVATION AT SHEET 2 OF 0) OR INSTALLED ABOVE 30FT.,\`�� ,,�� 0 I IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 66 4X X _Emal llte Q A al 'SD.ICQNE OPTIONS', —r_ • —ars J^ Dow CORNING 849 SCIMM-NOREHEAD 5731 TRENCO SPECTRUM 8 0.6fl0• m ATtwn .Yio?Y LAMINATED GLASS COMPOSITION - TYPE B I'm MAN DESCRIPTION 1,iaL.tdti-rrm DETAIL LAMINATE DESCRIPTION _ WL SOLUTEEPSAFE 1 iib• ANNEALED GLASS 8 0.090' PLASTIC INTERLAYER u 3 118' ANNEALED CLASS _ = -«^=. LAMINST90-GLASS COMPOSITION TYPE D - ITBM CUSS 028CROOMN DBTAIL LAMOCATB DLB>DMPTIQI 1 1/8• HEAT-STRENGHTENED GLASS ��-�a.��M BUTACITE PVH 2 0090• PLASTIC DYTERLAYER Ely, • T. 3 I1W HEAT-STRENGHTENED GLASS 0.3�tp ATED GLASS COMPO ON - TYPE E ITBII Gim D88CRIPBON OR= LUANATB 0;;;ATION or -S LUTI SAfE Dy+ `SOLUTIA• 1 118' HEAT-STRENGHTENED GLASS jmwa 2 DOW PLASTIC INTERLAYER 3 118` HEAT-STRENGHTENED CLASS 1.x «-a I _ _ - _ ^ 0.3w0' ONE OPTIONS'. V CORNING 899 MM-MOREHEAD 9731 ENCO SPECTRUM 2 INSULATED IAMINATED TED C COMPOSITION -TYPE F tm 01188 DESCIDPT'ION DETAIL IAIANATB DBSCBIPT70N BUTACITE PVB 1 tre' ANNEALED GLASS ' is �` E 0.090' PLASTIC INTERLAYER - - ^ By, *DUPONT' 3 1/8• ANNEALED GLASS Q34Y 3 ONE OPTIONS'. V CORNING 899 MM-MOREHEAD 9731 ENCO SPECTRUM 2 INSULATED IAMINATED GLASS COMPOSITION A n= GLASS DESCHWMN _ _ ^ Q ur - = - M - - I V40 03 L mTB DESCRIPTIO 1 Ire' ANNEALED GLASS SAFLEX PVB Br 'SDLUTIA- e OSS PLASTIC DVTERLAYER 3 1/8' ANNEALED GLASS 4 1/4' DMILATED AIR SPADE S Ire' ANNEALED GLASS CK) SLATED URINATED CUM COMPOSITION TYPE C TTBR OL686 DBBCRIPTION DR= -j'j- +46i41 LUM72 Du"CBD'1TON I I/8' ANNEALED GLASS PVD By. -MIP �IT- 2 059V PLASTIC INTERLAYERair 3 V8' ANNEALED GLASS 4 1/4' INSILATED AIR SPACES Ito' ANNEALED GLASS Cs)' INSULATED LAMINATED CLAM COMPOSITION TYPE 0 rm otm DBSCRwmN DETAIL _ ___ 1 »- ® yr _»mast• _�. 'j'� - ' IAVINATB DBBCBIPTION I lre' HEAT-STRENGHTENED CLASS PVB Bye 'IIUPDNT' 8 WW PLASTIC INTERLAYER 3 Ire' HEAT-STROWENED Q.ASS 4 1/4' IHSLLATED AIR SPACE 5 1/8' ANNEALED GLASS CO (n) VINDOVS VITH GLASS TYPES `A. C, DR G' INSTALLED ABOVE SOFT. IN THE HVH2. THE GG. EXTERIOR LITE SHALL BE TEMPERED. ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. OEM PRESSURE LIMITATIONS. (ALUM. 0.078° MIN. THICK) • THE LOWER PRESSURES OF "— IMNOOW OR MULL SHALL GOVERN -# 12 X 3/41 S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET /2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE ------F WINDOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX # 12 S.D.S. X 1. 1/4- L. SHIM (SEE ELEVATION AT SHEET #2 r.T,.R,ROFOR MAIL FASTENER SPACING) PERIMETER --j 1 WINDOW FRAME NOTE: SEALANT i' ALL Tago WITH EXTERIOR o SE OR u►TED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI LGN. (STEEL 18 GA. MIN. THICK - 0.048") B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078° MIN. THICK) E 1 METAL STRUCTURE ATTACHMENT DETAIL PROM= PXVL*Xl) Q Cm plyft wish *0 FWfl's Buildlt► toff Acm I• �� 1ai�wli �lel�edaD1 ��"`) O HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM fil PART / REQD. DESCRIPTION REMARKS I L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM 11 L-7708 AS REQD. GLAZING BEAD C 3/8' > 6063 -TS ALUMINUM 12 FS -006 AS REO'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 13 FS -040 AS REGD. INSTALLATION SCREWS 414 SMS F.W./PHIL. 14 L-7531 AS REQD. VINYL BULB 1/4' DIA. BULB #3033 15 PWS -003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x.230' h 16 PWS -005 AS RED -6. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .31(r h 18 L-7711 AS REQD. GLAZING BEAD C INSULATED) 6063 -TS ALUMINUM 19 PVS-001 AS REQD. PILE @ GLAZING BEAD .187' w x .150' h 20 L-8706 AS REQD, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T3 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 ■ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H✓PHIL. 26.1 HC -044-1 2 WEEP FLAP & BAFFLE . a 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD i/2• X I/2` X 2` L. 27 HC -040-1 2 SASH ROLLER & HOUSING w 28 HC -026-1 1 SCREEN FRAME & MESH • 29 ■ 1 ATTACHMENT SCREW @ CLIP 88 X 5/8' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063 -TS ALUMINUM 33 K 2 LAMINATED GLASS See DetoDs @ L.H. of sheet 9 34 m AS REQD. GLAZING SILICONE See Detnps 8 L.H. o6 sheet 9 35 OPTIONAL AS REQD. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQD. JOINT SEALANT I 37 z~ AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PROM= PXVL*Xl) Q Cm plyft wish *0 FWfl's Buildlt► toff Acm I• �� 1ai�wli �lel�edaD1 ��"`) O ii so O 4 to 0 � 09 2i Q W Z 0 a d Cop ti 5 I O A a o H 0 La Coti Ix 43$8 U. 0 FRAME HEAD FRAME FIXED JAMB SILL TRACK FRAME JAMB L-7703 L-7701 L-8702 O a I � O O O \ FRAME TOP CORNER A .750 r.844l 1.285 2.643 C O ,•► Q a SILL RETAINING CLIP z " 06$ I L-8708 T-0 o Re ca 2651 ' O FRAME 1 = Q VENT TOP RAIL � >� � � O 1439 ---�► ERAME JAMB FRAME SILL FRAME VENT JAMB L-8701 L-8703 1•aII&6 �2 0 � l� z.oao O O V U 754 x �C FRAME BflTTOM_CORNER � VENT TOP CORNER FRAME MEEI7NTS ,RAIL VENT SPRING LATCH E.374 L•-7838 ,�.` FRAME saL � N .062 .062 .06E �\ R q 21 VENT JAMB RAa \' rt x o 2.643 '\ 3s rNpp E VENT LOCK RAI{ Yl �C —2.659 A x 754 .596 N 1 VENT INTERLOCK RAIL FIXED MEETING RAIL 05 L-7704 {� TOP/BOTTOM RAIL .Cj . OL-7707 a• jj Is G) Q VENT BDTTQM RAIL FRAME SILL /MEETING RAILeE� .062 / �t ` j - 068 v �6E E28S 1.37S LENT BOTTOM CORNER .078— J. 78 11 1.504 z4 .08E 1.165 fZ FIR FRAME &SASH CORNER ASSEMBLY DETAILSAF-ln a �► 4079 -- LEENT J-7?06 MB RAIL SILL ANCHOR CLIP SILL RISER o©®lfsgfll�� L-8830 GLAZING BEAD ADAPTER ®'000 ��,♦��i L-7711 L-8706 8 32 GLAZING BEAD.•'�o••+•••••••NSA& 4e L-7708 18 20 • 6�'i 9 9 �, � UI. d •. .189 .500 � � O • P000 �n4 PRODUCT REVISED jr t.aSi1 as eomplon@, with the Florida n62 oso eso Liam I t3uildfnS Co am1250 Acceptance No —2794 hatlon Dago ! •. .• •'�� 13Y ae 773-► 773 - - 0511 M FrOdact dQdd6A 9900 W 1.235 EQ INSTALLATION (A) 4 MAX. AT (B) NONE PER (C) FRAME JN IEXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. wmuuw rsuuK wiul" 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 8) WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHM (BES L) PER � CC) FRAME JANDS (SEE SHEET ALL X CoRN£RS r. n ri �� n leis wmuuw rsuuK wiul" 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 8) WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHM (BES L) PER � CC) FRAME JANDS (SEE SHEET ALL X CoRN£RS 1111 n ri �� n leis M0311 D.L.O. W th 7, �e48 11 1�, x a 1 10 3/16• n n _ n �� RA1L Max. b.L.O. Widif 1*I v a 11/16- I t6 fl B rr u F3i 6' tt n c� FI�T^NG RAILS BELOW � MEETING RADS i 6'MA& INSTALLATION ANCHOR& (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 6' 1 to WINDOW FLANGE FRAME WIDTH q )I13 3/4' �-- A) KAX. ELC. n rr leis M0311 D.L.O. W th �e48 11 1�, x a 1 n n ID 3/4' rr/ u • �1'�-cp�•�i1i/ 0 n n 6'MAX. MUNTI&NSINT. ARE APPLIED W1 - `yJ WINDOW BUCK WIDTH AV SILICONE AND ARE WINDOW BUCK WIDTH AVAILABLE AS OPTIONAL. UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION (LIMITED TO '!AADS ON SHEET 4 OF S) (LIMITED TO LOADS ON SHEET 4 OF D) General Notes; SERIE0-7'7U0 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALT. BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 03). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET ®2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, SECTION 11.3 3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DARE COUNTY APPROVED WINDOWS USING A MIAMI—©ADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WA.L APPLY TO THE ENTIRE MULLED SYSTEM. 13. SEE SHEET B 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. INSTALLATION ANCHOR& - CA) A. MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS CUE SHEET 6• v.. 6 MEf RAI 10. 6. EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOW FLANGE FRAME WIDTH :1JIMAX. Qc. I-- jl u WINDOW BUCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF S) PRODUCT REVISED [89 DCIV tw FIM& FoII AccMtouw No Data' -01 07.11. y !b Miami `r ii 4 �I N S leis x a 1 Q 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO C (SEE ELEVATION AT SHEET B1 FOR MAX. FASTENER SPACING) 1 Ilii+ Mil ALL WOOD BUCKS ENGINEERED SEPARATELY — L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) FP.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE BEDDING COMPOUND a ° 4.- 4: e . d •• 4: o A• 1 d 4 ' •• . A e'• 4: EX A' R14 S.M.S. W/ 1 1/40 MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET Ht FOR MAX. FASTENER SPACING) (ED #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WO CSEE ELEVATION AT SHE) FOR MAX. FASTENER SPAC EXT. G CAULK OR2BY BUCK 4' MAX. SHIM TYP SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR WINDOW FRAME I- Mim TED GLASSPT. WOOD DUCKS •:cit:. 20 '''~' o' ' 1/4• TAPCON W/ 1 1/4- T 19 ` MIN• EMBEDMENT INTO CONC. CSEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) i2 1 tppIl4.,y;`,.ry�M.I''N. 1 1/8' MIN. ° EDGE DISTANCE Qeeu ••0 ' '� 1b EXTERIOR GRADE PERIMETER CAULKING WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE D12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) PRODUCT' REVISED complying with ft Fimtb Bltildiilg Codb lotion By Mia�ai et R.; 9L•' 4 d e,,ot►tl0 1!8/�� C17� ;(a 4 C. m ONE OPTIONS'. W Comm 899 HNEE-mall EAD 5731 MCD SPECTRUR 8 LAMINATED GLASS COMPOSITION — TYPE 2 ITEM GLASS DESCRIPTIONDET'AM 1A011INATE DESCRUMON CLASS r = IQ09D•PLASTIC RYGLASPLUS INTERLAANNEALED 8 YER _ ItArANNEALED -a3w''{{��By' SAFLEXIKEEPSAFE 'SOLUTIA' 3 GLASS 3 I/0' ANNEALED GLASS LAMIN—AMGLASS COMPOSITION — TYPE 3 1TBM GLASS DESCRIPTION I Q, DETAIL LAMINATE DESCRIPTION 1 1/B• ANNEALED GLASS s r RYGLASPLUS _- 8 am, PLASTIC INTERLAYER ^ - il Br •DUPONT• 3 I/8' ANNEALED GLASS 03ar 3 I/0' ANNEALED GLASS LAMINATED GLASS COMPOSITION — TYPE ITEM SIAM DESCRIPTION DETAIL ' ' -= - oat0• LAMINATE DPSCRIPT'ION 1 1/8' ANNEALED GLASS. BUTACITE PVB Sy. •DUPONT' 8 0.090' PLASTIC INTERLAYER 3 I/0' ANNEALED GLASS LAMINATED MPOSITI - TYPE 5 ITEM GLASS DESCRIPTION DSPAIL LAMINATS DESCRIPTION 1 U/8' HEAT-STRENGHTENED GLASS= BUTACITE PVR BIP 'DUPONT' BUTACITE PVB 2 DMV PLASTIC INTERLAYER - -^ By, 'DUPONT, 3 WO' HEAT-STRENGHTENED GLASS 09 AND FASTENER SPACING) GLAZING DEPTH Me OPTIONS`, W CORNING a" RNEE-MIIIREHEAD 5731 EMM SPECTRUPI 8 INSULATED LAMINATED GLASS COMPOSITION TYPE ITEM GLASS DESCRIPTION DETAIL _ _ _ says ate. r - IAIONATB DESCRIP'TiON 1 1/6' HEAT-STRENGHTENED GLASS BUTACITE PVR BIP 'DUPONT' e VWW PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 IlAr ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITIONT PE 7 ITEM CUM DESCRIPTION ®V tn• _ - - c - 03�tr UMM78 DESCRIPTION 1 IIB' ANNEALED GLASS SAFLEX PVB Dr 'SOLUTIA' 8 0390' PLASTIC INTERLAYER 3 V8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 1/B' ANNEALED GLASS 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACINI INTERIOR FINISH NOT BY LAWSON INDUSTRIES, i WEATHERPROOF 2x ' INTERIOR WIN EXT. GRADE BACK BEDDING TO / WINDOW FRAME FLANGE BY 2X ~ INSTALLER (TYP.) EXTERIOR •-'.-Six.,- -y.' .ql »/ %-- EXT. GRADE PERIMETER CAULKING NOT BY SEE MULLION APPROVALS FOR0 'LAWSON INDUSTRIES' BE APPLIED BY OTHERS CTO JAU cTYP.) STUCCO OVER METAL LATH NAILED TO MULLION TYPE. SIZE AND MAX. EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AND TO BE SPECIFIED BY ARCHITECT OR O.C- (ALUM. 0.078" MIN. THICK) (EXTERIOR FINISH BY OTHERS) INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE NOT BY LAWSON INDUSTRIES, INC. AND FASTENER SPACING) WOOD FRAME INSTALLATION DETAIL LOCK (LATCH AND SWEEP) _OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ALUMINUM MULLION SEE MULLION APPROVALS FOR0 12 X 3/4' S.D.S. SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. FLAT HEAD, PHILLIPS. MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN AND FASTENER SPACING) 1/4' MAX HUNG WINDOW OR MULL SHALL GOVERN SHIM INTERIOR /- 12 S.D.S. X 1 1/4" L. / IEE ELEV. FOR SPACING NOTE: 1. ALL STEEL IN CONTACT WITH TO BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSi MIN. (STEEL 18 GA. MN. THICK - 0.048') SEALANT (A EXTERIOR PERIMETER WINDOW FRAME (A ALUMINUM : M3 -T5 MIM. 4 LUM. 0.078" MIN. THICK) EXTERIOR GRADE `:/ EXTERIOR E 1 PERIMETER CAULKING FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL PROD= RiEVL%W as complying witb/lte Florida Building Code AccgtaaoaNo 16 E>ien [loco N�iietDl de GLAZING DETAILS AND OPTIONS i I _ �eoveak*04k40 �r ki ��°tIa O 4 L DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS W INDOW 0 Jam b Anchors * / - Pressures WINDOW Glass Type Glass Type 4 6 Glass Type 8 WIDTH HEIGHT 19.125 60.625 8 60.0 80,0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 60.626 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 63.126 50.625 60.0 80.0 60.0 19.125 69 6 1 60.0 80,0 80.0 26.5 69 60.0 80.0 80.0 37 69 60.0 80.0 80.0 42 58 60.0 80.0 60.0 48 69 60,0 80.0 80.0 53.126 59 60.0 80,0 80.0 19.125 63 6 1 60.0 80.0 80.0 26..5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.26 8 60.0 80.0 80.0 28.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.6 78 60.0 80.0 80.0 37 78 60.0 1 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW 0 Jamb Anchors 80.0 f / - Pressures (P4 80.0 80.0 - - - Glass Type Glass Type 4 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60,0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 85.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 42 78 _+_80.0 59.0 79.0 79.0 ��S PRODUCT REVISED as CDmNyife wilh the Florida t Wiffing Code Au�i No -IIA BY !6 I+aml Product a DESIGN LOAD CAPACITY (PS)q -EQUAL LITE WINDOWS WINDOW II- Jamb Anchors +/-Pr essures 030 Glass Type Glass Type Glass Type Glass Type Glass Type 2 3 4 6 6 Glass Type 7 WIDTH HEIGHT 19125 28 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80,0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 80.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 80.0 53.126 26 80.0 80.0 60.0 80.0 80.0 80.0 19.126 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 .60.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80,0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 6 80.0 88.0 60.0 80.0 80.0 80.0 28.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 60.625 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 60.0 80.0 80.0 80.0 26.6. 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80:0 80.0 60.0 80.0 80.0 80.0 42 59 80,0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 28.5 63 80.0 80.0 60.0 80.0 80.0 80.0 37 63 80.0 80.0 60.0 80.0 80,0 80.0 42 63 80.0 80.0 _ 60,0. 80.0 80.0 80.0 48 63 80.0 80.0 - - - 80.0 63125 63 80.0 80.0 - - - 80.0 19.125 74.25 8 80.0 80.0 80.0 80.0 80.0 80.0 25.5 74.25 80:0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - - - 80,0 42 74.25 80.0 80.0 - - - 80.0 48 74.25 80.0 80.0 - - 80,0 51125 74.26 74.0 77.0 - - _ 80,0 18.125 78 8 80.0 80.0 60.0 80.0 80.0 80.0 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 80.0 1 80.0 - - 80.0 42 78 79.0 79.0 - - - 79,0 48 78 71.0 71.0 - - - 71.0 ��S PRODUCT REVISED as CDmNyife wilh the Florida t Wiffing Code Au�i No -IIA BY !6 I+aml Product a FRAME HEAD L-7701 0 ( W63 -T5 MAMUK ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 C FRAME JAMB L-77("' O VENT INTERLOCK RAIL I VENT BOTTOM RAIL VENT JAMB RAIL L-7705 ( SL-7708 L-7707em—Te a�utdletual) tas-te Atuttn�uta ) OO (eO (8flB3-'l+8 �LugINUN ) em .o6e tags g F-ml! %sw K%48 1.235 VENT SPRING LATCH GLAZING BEADL--7708 GLAZING BEAD GLAZING G BEAD L-7538 0 O 16 17 .062 ( -i6 At.u1UMM 1 ( Sass -z6 AlulliNW t Seas -75 AlaMM .050 AM0 1.D13 .391 115 too —.773 .773+ —1 A66 f+- ( 6063-15 A6U{11m ) T 0 FRAME TOP CORNER MWE SIL / FRAME BOTTOM CORNER\ ME��M CORNER ��VENT TOP CORNER FRAME & SASH CORNER -DETAI MODUCr REVISW � A1y No dw Fl Tlh as AmtUion Di By Mlelni r BILL OF MATERIALS � ITEM if PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 I VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS -040 JAS READ. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS -003 AS REWD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PVS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM .18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 8 TACKLE BALANCE BSI Bmtance Systems 21 L-7539 2 VENT LIFT LATCH 6063 -TS ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 N AS REQ'D. GLAZING SILICONE SEE GLAZING R SWT. 3 24 w 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 I SCREEN FRAME 8 MESH 29 L-7730 l PRODUCT LABEL 30 x x x K 31 SM -5504 AS REWIL JOINT SEALANT SM -5504 32 a AS REQ'D.j PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL MODUCr REVISW � A1y No dw Fl Tlh as AmtUion Di By Mlelni 4 26 r � 4 z .- 00 co Mto A a a w i z z rQz W ce 0 � o C7 A z�xa 0 wcap a t�R) N cn 4 26 ANCHORS3 (A) 3 AT FRAME HEAD CC) 3 AT FRAME SILL CD) $ AT EA. FRAME JAMB 38 N EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes; 370 WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET S OF 7) ANCHOR CLUSTER ANCHORS, SEE DETAIL #4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 CC) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D> 4 AT EA. FRAME JAMB A2 til ( I 1i I I / / _ 18" _ !vox.L.O., h i!/�� •Wid 30Ile 5 $" tO 77 ( 9 ` { ift, Ly o a � 370 WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET S OF 7) ANCHOR CLUSTER ANCHORS, SEE DETAIL #4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 CC) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D> 4 AT EA. FRAME JAMB A2 til ( I 1i I I Iwuu -1 ai— , as" oc. (MAX) WINDOW FRAME WIDTH '10" ELEVATION - (OX reversed) (LIMITED TO LOADS ON= SHEET 6 OF 7) Bracket from end. it all Fixed ....a Corners) ANCHORS3 (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME .J --ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) A D. Vis. y D 000'/z 10 of uf.) V - a. a• W o. 74" WINDOW FRAME WIDTH "XX" ELEVATION (UNITED TO LOADS ON SHEET 6 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) ANIS ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & S. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET p3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET S & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DIS.SIMIIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CUPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/— 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SIL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET 9 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE GAP BETIYEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS Ltd 1!'HAiI I/$". SHIM, ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WORD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. PRODUCT RBVISED as cora yhewithdie Fladh Building Cate AcrePW=! No ! -0l . E,It t b* 9 By Dada PruQttci rFO� Rfud Ra Hoffa ,p WS ON a. RavfBed to Cvm 8 roto Fac .L//�.tlMll �1• sA� 8501 NX 90 ST. d� MEOLEY. FLORIDA 33166 � '•.�(j1 $ C . PH No. (305) 6116 -Mo 26 i �� NANUi'ACYURBR OP QVAUTY ALUMINUM NWMW AND CUM BOORS &raw aam Pore ctow Iftud caf amg3 ISWW~b 116m R omfto ftffutfroa A. • ASSEMBLY �F ? °i"m" �' N. ERM Bobcrr/v/os Series: 3200 Outswing Impact Casement Window ••.•frfofrfs afn N. ERAW no" ft"o t$ GENERAL NOTES & APPROVED ELEVATIONS (X, XX. XO or OX) .• (t�,�o Basfm► 6swfr A soafa P.odaot A•tCASt1i32G010A-Ot °°`�" L3200-0801 gab I of 7 i!/�� •Wid 30Ile 5 $" tO 77 ( E1 " { ift, Ly o a � II,, _ fD � enrg tttt . B1 � � !J7: $ Iwuu -1 ai— , as" oc. (MAX) WINDOW FRAME WIDTH '10" ELEVATION - (OX reversed) (LIMITED TO LOADS ON= SHEET 6 OF 7) Bracket from end. it all Fixed ....a Corners) ANCHORS3 (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME .J --ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) A D. Vis. y D 000'/z 10 of uf.) V - a. a• W o. 74" WINDOW FRAME WIDTH "XX" ELEVATION (UNITED TO LOADS ON SHEET 6 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) ANIS ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & S. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET p3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET S & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DIS.SIMIIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CUPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/— 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SIL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET 9 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE GAP BETIYEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS Ltd 1!'HAiI I/$". SHIM, ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WORD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. PRODUCT RBVISED as cora yhewithdie Fladh Building Cate AcrePW=! No ! -0l . E,It t b* 9 By Dada PruQttci rFO� Rfud Ra Hoffa ,p WS ON a. RavfBed to Cvm 8 roto Fac .L//�.tlMll �1• sA� 8501 NX 90 ST. d� MEOLEY. FLORIDA 33166 � '•.�(j1 $ C . PH No. (305) 6116 -Mo 26 i �� NANUi'ACYURBR OP QVAUTY ALUMINUM NWMW AND CUM BOORS &raw aam Pore ctow Iftud caf amg3 ISWW~b 116m R omfto ftffutfroa A. • ASSEMBLY �F ? °i"m" �' N. ERM Bobcrr/v/os Series: 3200 Outswing Impact Casement Window ••.•frfofrfs afn N. ERAW no" ft"o t$ GENERAL NOTES & APPROVED ELEVATIONS (X, XX. XO or OX) .• (t�,�o Basfm► 6swfr A soafa P.odaot A•tCASt1i32G010A-Ot °°`�" L3200-0801 gab I of 7 INTERIOR GLASS III EXTERIOR 1 5132' EXT. GRADE ALL P.T. WOOD BUCKS ' 1/4' TAPC13NS W/ E�GE DIS ANCE ENGINEERED SEPARATELY PERIM. CAULKING 1 1/4' MIN. CONC. (TYP.) & TO BE REVIEWED EMBEDMENT BLDG. OFFICIAL (TYP. • ,. STUCCO (BY OTHERS)"'. t;`. ° v 43 47 t 1/4" STUCCO 11.; ` ; p • v ov i1. EMM.) METAL LATH �.'• (BY OTHERS) :�.•n'. • v''� v' v' v & STUCCO fig+ I.`•. �:ja A.+ •3:ti. a;% '; r: •.� , et CBY OTHERS) 's ° ..i,1i Vii$ ., .. 2.', 'x 5 '�% .' 1/4' MAX. ,p7 ` SHIM SPACE PERIM. CAULKING + :' METAL LATH, STUCCO- TUCCO BY OTHERS s 2 2 V4' EDGE DISTANCE CTYP. 1 s EXTERIOR GRADE •-� SHEATHING CBY OTHERS) 17 PERIMETER CAULKIN( 15 BY OTHERS �� i (TYP.) C z4 1 A 1 22 23 17 A 16 INTERIOR GLASS III EXTERIOR ...:.: _ 1/4• MAX. EXT. GRADE EXT. GRADE SHIM PERIM. CAULKING PERIM. CAULKING (TYP.) (TYP.) 22'� 23: 26 4Q' STUCCO (BY OTHERS)"'. ;'-�:+;�;.r �� '.', 24 ° ,4 a 1 1 a' !„•g' • d b dr METAL LATH, STUCCO- TUCCO ` 2 2 V4' EDGE DISTANCE AND EXTERIOR GRADE - = • • SHEATHING CBY OTHERS) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOAD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 8 14 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED 1 o �w.�.0 (BY OTHERS) : 2X WOOD % BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) INTERIOR 5�' D6r�' d••...LL• v 1 5/32• v :Y' •• EDGE -DISTANCE DIv ° • STANCE ,. EXTERIOR BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP.) IX or 2X--� P.T. WD. BUCK v ALL WOOD BUCKS ENGINEERED SEPARATELY OF & TO BE REVIEWED BLDG. OFFICIAL (TYP.) WN umED.} 2X WOOD BUCK ANCHORED TO CONC. �L TO BE P.T. (TYP.) 97 1/4' MAX. SHIM SPACE INTERIOR "'RODUCT REVISED as complying withthe FYaslda Building Code Acceptu � 2-D .2/� "'y "lap 4kagr;4 Die 1/4• MAX. rSHIM SPACE 1 (tASN. AA.tfaim R rtmd to Comply W/ 2010 f8C LA Oj MEEOLEY. FLORRIDgo A '33168 R PH Mo. (305) 898-8660 NANVFACMMA OP OVA&W ALVi MUM ®NNDOF►S ANV GL4W DOORS r Deana 6taru fart G=r p"d t'at rvv Saet" W46t+ mm ft/v=” k Bracton 6, NOA ASSEMBLY W M" 320D LCK 1 °"""'ftp Bak N. ERAZO 1/ 1' Series: 3200 Outswing Impact Casement Window L t aw N. LRAZO Amu robin 2 VERTICAL CROSS—SECTIONS. DETAILS & NOTES �, Reotdon taad: eaaM, P►vdiatt A X3100-08Ho11-01 ° ' L3200-0801 8 OF 7 , PERIMETER CAULKING EXTERIOR 06Rflli{tEif` Evi:Q.rt: �wlv : • 6 INTERIOR 17 D1 17 ALL WOOD BUCKS 1 ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) STUCCO BLDG. OFFICIAL (TYP-)P.T WOOD' BUCK NOT BY LAWSON IND. (BY OTHERS) PERIMETER a FRA WIDTH ' MUST SUSTAIN IMPOSED LOADS tJ#4. HM -- __ _ _ j— PERIMETER CAULKING ,�..,,,... \ .. _ .._ It'SFtIM SPACE 43 ° �..Ij4•• . `b TAPCON •P `MIN• 1 E=.) .) p 2' RM D EXTERIOR INTERIOR WHEN THE GAP BETWEEN THIS WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/6-, SHMS ARE NOT REQUIRED. ANCHORS TO BE 612 SMS OR WD. SCREWS INTO WOOD, OR 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Rudstm Nates * o sttt � N. ERAZI rE OR S err •or,�� N. ERAZO � �(�.•• a R �o- A 3 STUCCO (BY OTHERS) v 6 0 43 z 4 TAPCON � t/a" . W ZO 0, p��1ti111111PR1;111ii1)i±U/)IlliltlUu- ill -�t1�11?ll11;l�lalA11\1'a11\111�'.1Ull',U' v a.,ri .0 �/ r Rudstm Nates * o sttt � N. ERAZI rE OR S err •or,�� N. ERAZO � �(�.•• a R �o- A 3 STUCCO (BY OTHERS) v 6 0 43 z 4 TAPCON � t/a" . (MW. EM/9.) ZO 0, v. v PERIMETER CAULKING 21 EXTERIOR 91 INTERIOR 17 1 fi PR4UiJG"f liENiSBD a9wmplylhgwith dWFhd ft ALL W130D BUCKS Bu1ftcW6 ENGINEERED SEPARATELY ACCROW3No% J & TO BE REVIEWED ExpliatidAvm BLDG. OFFICIAL CTYP.) sy '020000- Imw ct' L WS ON 8501 N.W. 90 ST. tdEOLEY, FL0ts10A 33166 I 35 O T W I M S 114c. PH No. (305) 696-8660 IfANWACMM OF QUAU" AUWMVX MINDOWS AND WAS$ DOORS Mao chm P"I Nast Plod mfepmtts 8ata/AfoBrh /tea► A'tlasnse N Bsotstm k NOA ASSEMY W MM 32011 LCMaA f 9=01 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS—SECTIONS, DETAILS & NOTES `"°�°°t TSSoc-oa�a►-otI"""' L3200-0801 ' sop -r EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYP.) FACE CAULK BY OTHERS (TYP.) 1:. INDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY *LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE, CONCRETE OR P.T. WOOD BY OTHERS (TYP 1/4' MAX. SHIM B U•(MIN. IDISTANCUE ALTERNATE ANCHORING AT SILL 19;6.-) BED.) EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) r- /-- # 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD_ EMBED N—EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO 1/2- AND EXTERIOR GRADE SHEATHING (BY OTHERS) D2�10012 FRAME INSTALLATION DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. MULLION SHALL GOVERN. 0 12 S.M.S. X 1 1/4- L SEE ELEV. FOR SPACING RIMETrER--j L VON = FRAME 3A MULLION ATTACHMENT DETAIL Chi PRODUCT RE;Vism as complying with tM Florida Bcaft Ata lap Lam= LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM ® DWG. NO. PART NO. QUANTITY DESCRIP'T'ION REMARKS 40 1 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 1 X HANDLE LOCKING HANDLE BACK PLATE • 42 2 1 X VENT 5/16° INSECT SCREEN — OPTIONAL ALUMINUM FRAME 43 L-3002 U1-115 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4- PH SMS 44 L-3004 LII -119 SEE ELEVATION FRAME SILL CUP SCREWS 012 X 1 1/2- PH SMS 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 46 L-3004 UI -119 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LII -164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063—TS ALUMINUM (3" L) 48 L-3OD9 LI1-159 AS REOD. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 49 L-3006 UI -111 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 50 L-3005 UI -113 8 X POST IN—POST ASSEMBLY SCREWS 1#10 X 1 1/4- PH SMS 51 DC -899 I AS REOD. IGLAZING SEALANT — SILICONE • 13 L-7531 L-7531 ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK (TYP.) & TO BE REVIEWED � BLDG. OFFICIAL (TYP.) INDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY *LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE, CONCRETE OR P.T. WOOD BY OTHERS (TYP 1/4' MAX. SHIM B U•(MIN. IDISTANCUE ALTERNATE ANCHORING AT SILL 19;6.-) BED.) EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) r- /-- # 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD_ EMBED N—EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO 1/2- AND EXTERIOR GRADE SHEATHING (BY OTHERS) D2�10012 FRAME INSTALLATION DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. MULLION SHALL GOVERN. 0 12 S.M.S. X 1 1/4- L SEE ELEV. FOR SPACING RIMETrER--j L VON = FRAME 3A MULLION ATTACHMENT DETAIL Chi PRODUCT RE;Vism as complying with tM Florida Bcaft Ata lap Lam= '" N. ERAZO o jos Series: 3200 Outswing Impact Casement Window I'' N. ERAZO ` 01/20/12 BILL OF MATERIALS LIST AND DETAILS Armb Ascow I"-°'1°rte , L3200-0801 I 4 OF? LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST 'EM # DWG, NO. PART NO. QUANTITY DESCRIPTION REMARKS 1 L-3001 LII -118 1 FRAME HEAD 6063—T6 ALUMINUM 2 L-3002 LII -115 1 FRAME SILL 6063—T6 ALUMINUM 3 L-3002 LII -115 2 FRAME JAMB—HINGE SIDE 6063—T6 ALUMINUM 4 L-3002 U1-115 2 FRAME JAMB—LATCH SIDE 6063—TS ALUMINUM 5 L-3004 LII -119 2 VENT TOP RAIL 6063—T6 ALUMINUM 6 L-3004 UI -119 2 VENT BOTTOM RAIL 6063—T6 ALUMINUM 7 L-3004 UI -119 2 VENT SIDE RAIL—HINGE SIDE 6063—T6 ALUMINUM 8 L-3004 LII -119 2 VENT SIDE RAIL—LATCH SIDE 6063—T6 ALUMINUM 9 L-3003 UI -116 AS REOb: IN—POST 6063—T6 ALUMINUM 10 L-3006 UI -111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3- L) I 1 L-3005 UI -113 AS REQ`D, FIXED LITE MOUNTING BRACKET 6063—T6 ALUMINUM (3- L.) 12 L-3010 U1-7708 AS REOD. GLAZING BEAD — 5/16- 6063—T5 ALUMINUM 13 L-7531 L-7531 AS REOD. GLAZING BEAD BULB VINYL PVC VINYL 14 SM -5731 AS REOD GLAZING SEALANT — SILICONE • 15 L-3012 U-110 AS REOD. WEATHERSTRIPPING — FRAME/VENT PVC VINYL 16 L-3011 LII -133 AS REO -D. GLAZING BEAD 11/16- LAM./INSUL. 6063—T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME 18 L-3013 8 CORNER KEY PER VENT • 19 L-3013 4 X POST CORNER KEY PER IN—POST • 20 8 FRAME ASSEMBLY SCREWS #10 X 1- PH SMS 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 90' HINGES — STD. & H.D. • 23 2 X VENT 4 BAR 45 HINGES — STD. & H.D. • 24 AS REOD. HINGE MOUNTING SCREWS #10 X 1/2- P.H./PHIL B 25 1 X VENT VENT OPERATOR — DUAL or SINGLE • 26 4/ OPER. OPERATOR MOUNTING SCREWS ®10 X 3/4" F.H./PHIL SDS 27 1/ OPER. STAINLESS STEEL -C- TRACK • 28 2/ TRACK TRACK MOUNTING SCREWS 08 X 1/2- F.H./PHIL SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR • 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2- F.H./PHIL. SDS 31 1/ VENT LOCKING HANDLE • 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8- PH MS 33 1/ VENT LOCKING MULTI—POINT BAR • 34 1 X LOCK POINT TIE BAR NYLON GUIDES • 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1- PH./PHIL. B 36 1/ LOCK KEEPER (ST. STEEL) • 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 8063—T5 ALUMINUM 39 2/ SNUBBER IsNuaaER INSTALLATION SCREWS #8 X I/ PH SMS I to corny, ./ 2010 F8C LAW S r1.0 1 0 MED N. F M A MEDLEY. FtARIbA 35186 x C . PH No. (305) 696-8660 MANDPACt7X2 OF QUALITY ALUMINUM U NDOWS AXV CLASS DOORS omw elm= I PaN Ctum 1pmd Ehtvwv Snia/tlNbl, n— AtroTuft is Raw= & '" N. ERAZO o jos Series: 3200 Outswing Impact Casement Window I'' N. ERAZO ` 01/20/12 BILL OF MATERIALS LIST AND DETAILS Armb Ascow I"-°'1°rte , L3200-0801 I 4 OF? 5/1 LAMINATED GLASS COMPOSITION - TYPE A ITEM DESCRIPTION DE'T'AIL «L� '0 ,x.; 4 1 1/8• ANNEALED GLASS 2 0.090PVH INTERLAYER DUPONT OR SOLUTIA 3 1/8• ANNEALED GLASS 6/1 LAMINATED GLASS COMPOSITION - TYP 8 ITEM DESCRIPTION DETAIL - -- =s ^M _ -- 0 c 1 1/8• HEAT-BTRENGHTENED GLASS 2 0.00 PVH INTERLAYER SOLUTIA 3 1/8• HEAT STRENGHTENED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE C ITEM I DES0184iON DETAIL -?. -=»w -^. tr v 1 LOW HEAT-STRENGHTENED GLASS 2 . 0.090' SGP INTERLAYER DUPONT 1110, 3 HEAT STRENGHTENED GLASS i 18 A GLASS COMPOSITION - TYPE D ITEM DESCRUMONDETAIL ser _ 1 3/16• ANNEALED GLASS 2 0.090• PVH INTERLAYER SOLUTIA--- 3 VII ANNEALED GLASS 11 18 LAMINATED GLASS COMPOSITION TYPE ITEM I DESCRIPTION DETAIL ^ ® t/�• 1- I I 03W 1 1/8- ANNEALED GLASS E 0.040' PVD INTERLAYER SDI.UTIA 3 t/8• ANNEALED GLASS 4 1/4- INSULATED AIR SPACE 3 I/8' ANNEALED GLASS LAMINATED GLASS TYPES 5/16" Laminated r ?/18" Laminated 11/16" Laminated/Insulated GLAZING OPTION DETAILS _.__. ......_._....-_..-..._:_. .._.._----... 72 ... _ .. 5 59.0 59.0 70.0 82:0 Fla a Fraim Window Glazed with 820 70.0 73.0 70.0 - - 3200 impact Casement Window COrtfi LugiragOrt: "X" _ Size........_Wldth _lielgtIt_ Ant hofs Gode on) On) Head/SIII .lamb Glass Type "A" 8116" Annealed Glass Glass 71pe'11P 8116" H.S. Glass - PVB ........_DP psf p� .Glass Type "C' .. 8116" HS. Glees -SGP tZ...... ... . p� Glass Type "M 7118" Annealed Glass _ tPer Glass Type "a=" 11/i 8" Anwaled Glass 59.0 70.0 12 19.125 28 2 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 T 7-3.0 820 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 V% 14 19.125 5D.625 2 4 590 $9.0 70.0 820 70.0 820 70.0 73.0 70,0 73.0 72 1S 19.125 63 2 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 to 16 19.125 74.25 2 5 59.0 59.0 70.0 820 70.0 820 70.0 790 70.0 73.0 70.0 H32 2B.5 28 3 2 59.0 59.0 700 620 70.0 820 70.0 73.0 70.0 73.0 73.0 H33 28.5 3&375 3 3 59.0 590 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 Q H34 28.5 50.425 3 4 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 H36 28.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82O 70.0 73.0 70.0 73.0 0 H36 28.5 74.25 3 5 59.0 59.0 1 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 V 22 37 28 3 1 2 59.0 59.0 1 70.0 a.0 70.0 820 70.0 73.0 70.0 7$.0 3060 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 1 73.0 70.0 73.0 24 37 SM625 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 7&0 25 37 63 3 5 59.0 59.0 70.0 820 1 70.0 820 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82:0 2020 24 24 2 2 59:0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 Tay 2030 24 36 2 3 . 59.0 59.0 70.0 8210 70.0 820 .70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 820 '70.0 82.0 70.0 73.0 70.0 73 0 2050 24 80 2 5 590 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73 0 2060 24 72 2 5 59.0 59.0 70.0 82:0 70.0 820 70.0 73.0 70.0 73.0 2820 30 24 3 2 %0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 W 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 bl 2640 30 48 3 4 59.0 59.0 70.a 820 70.0 82.0 70.0 73.0 70.0 73.0 M .2650 30 60 3 5 59.0 59.0 .70,0 820 70.0 820 .70.0 730 70.0 7&0 OC 2660 30 72 3 5 590 59.0 70.0 .820 70.0 820 70.0 73.0 70.0 73.0 g 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70 0. 73.0 70.0 73.0 2830 32 36 3 3 -%0 59.0 70.0 820 70.0 S20 -70.0 73.0 70.0 73.0 Gy 2840 32 48 3 1 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 28M 32 60 3 5 590 59.0 70.0 820 70.0 S2.0 700 73.0 700 73.0 .2m.- 32 72 3 5 59.0 59.0 70.0. . 82A " 70.0 -820 - 70.0 73.0 70.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 820 70.0 S20 70.0 73.0 70.0 73.0 3030 38 36 3 3 59.0 59.0 70.0 82.0 70.0 820 700 73.0 70.0 73.0 3040 38 48 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 --A 0 3050 38 60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3060 1 36 22 3 5 59.0 59.0 70.0 82.0 - - - I - 8°_ � Fbdb suffftsACOWOM140 :91 owl ExOstlanDeft'Sa. 14 - Tay s�rtrurruio� RfA Rmris�o Com t w ZOtO FSCLA WSON8501 N.tY sr. MEOLV. FLORIDA 33166 Q 221? '; �s"t S C . PH No. (305) 896-8880 MMUFAC:UM OF 19MM"Y AMINUM 19MM AND GLASS MW s M * Q • R OsM ttaw� crow � Catatm�tc S�rOs/ModeG rr."► evv.+�. reevbso» sr E OF N. ERAZO °ah /a/08 Series: 3200 Outswing Impact Casement Window °°°° ��• as* R * :-*��0� GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS B'" N, � °at � 1$ DATE- .�_9 ;? �e 'ovief°" `'N& A scow jPmduof ftf �sE s20Q-0BN0A-0, " L3200-0801 laush 5of 7 5 18 INATED GLASS COMPOSITION - TYPE C ITEll DBSCRIAYION 6 18 LAMINATED GLASS -COMPOSITION - TYPE A 1 1/8' HEAT-STRENGHTENED GLASSie• 2 0.090' SGP INTERLAYER DUPONT 1` EN DEBCRIPTD}N DET&IL A 1/4' INSULATED AIR SPACE 5 1/B• ANNEALED GLASS' 1 1/8' ANNEALED GLASS �_-- Chaos TWx "6I" Glass Type IV e 0.090' PVB INTERLAYER M34M GiOss Type "�' 820 3 1/8' ANNEALED GLASS 01+C I=,+'XOt+ or "OX" 4 700 6196" HSS Gfass - PVB tiW"Olass SGP 7h6" f4 =Wed Gkw 5/1 LAMINATED GLASS COMPOSITION --. TYPE B 820 Sim Wa �iin) ll*acvsiflt.lamb TIM DESCRIPTION DETAIa 4 700 t 1/8' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER SOLUTIA 70.0 3 1/B' HEAT STRENGHTENED GLASS 8340• n) 5 18 INATED GLASS COMPOSITION - TYPE C ITEll DBSCRIAYION DETAIL � •�� 0340• 1 1/8' HEAT-STRENGHTENED GLASSie• 2 0.090' SGP INTERLAYER DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 7116 LAMINATED GLASS COMPOSITION - TYPE D ITBtA DESCRIPTION DETAM 7/16" Laminated 1 3/t6• ANNEALED GLASS 3- 2 0.090' PVB INTERLAYER SOLUTIA xes• = ===- 3 3/16 ANNEALED GLASS CAS 8/16" Laminated 11 18 LAMINATED GLASS COMPOSITION TYPE E ffem DESCRIPTION DETAIL _ ._ ® 1/4• 11- - I 1/8' ANNEALED GLASS 2 D:040' PVB INTERLAYER SDLUT! 3 t/8' ANNEALED GLASS A 1/4' INSULATED AIR SPACE 5 1/B• ANNEALED GLASS' .AMINATED GLASS TYPES .. (f ,f 70.0 �1Kf F�1g8 EI'8i11E3 W6idowGmed With ,., 70.0 3MO Ity?3Ct Casema t Window plass Type' A" Chaos TWx "6I" Glass Type IV .40 IV$ GiOss Type "�' 820 Id�011: I=,+'XOt+ or "OX" 4 700 6196" HSS Gfass - PVB tiW"Olass SGP 7h6" f4 =Wed Gkw 77118" kw*aled Q 820 Sim Wa �iin) ll*acvsiflt.lamb 73.0 4 700 700 70.0 Cede n) Pd Pd I .psf 70.0 psf 73.0 700 820 .2"2 37 281 4 1 2 70.0 7QO 7Q0 73.0 1 70.0 820 1 70.0 73.0 70 0 730 23 1 37 1 38375 1 4 1 3 70.0 70.0 70.0 1 730 1 70.0 1 82.4 1 70.0 1 730 70.0 1 73.0 �9/16GLAZING BB 'jl.- ITE 11/16" Lamtnated/insulated GLAZING OPTION DETAI 0 1. 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Nofm teed to aw N. ERA? BW N. ERAZO a GfuU A 2010 PROD= ! �V asy� de gado j 4 thdoFforift 3WIdhi LA WSON sso� a w. so sr. � T PH N � (3345R) 696-8660IDA AIANUP.tMN A OP QIIAL/TP ALVATII M slA►DD]W AAO) Old= own M Ckm Pad Claim Prod Caf -r S~iv-kb lees &Wmn + /r Rtuma s p Y 32W. L 1 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS mdk'W R• 3200-091M1-01 ' L3200-0801 I SIWatr 6 OP 9 O FRAME IN -POST RAIL L-3003 VENT Rat 1218 1.435 6063-T6 ALUMINUM 4" 4n 2 SEM OYX R 4' I O FRAME HEAD .062 4".�� P.H./I�HIL. SMS t L-3001 H./ . s I VENT RAIL 6063-T6 ALUMINUM I st1 I 2.250 - - _ - - -_- _ _ Kv 0.062 2.312 0 o6z ( ; - - - - - - - - - 062 I 18 1 .062 7t 1.1 t as ANCHOR CLUSTER __ 2t �� 2.39 1 3s I (HEAD/SILL TYPICAL) VENT ,IAMB 797 INPOST FRAME JAMB 4 1 ANCHOR DETAIL FRAME - - - 18 CORNER DETAI VENT RAIL CORNER DETAIL 5 6 7 8 1.21 t.e7s VENT RAIL FRAME IMPOST 0.062 L-3004 SEE MULLION APPROVALS FOR FRAME SILL /JAMB 6063-T6 ALUMINUM MULLION TYPE, SIZE AND• MAX. L-3008 DESIGN PRESSURE LIMITATIONS. 3 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 0.260 e•-.062 2.1102 1/4' MAX. SHIN r-062 0.062 # 12 S.M.S. X .1 1/4" L. SEE ELEV. FOR SPACING FRAME SILL sa 2.399 0.688 1. ALL STEEL IN CONTACT WITH av ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: - -- - -- --- --- - 0.078 FRAME SHEAR PLATE 47 0.340 (STEEL OR ALUM. 1/8" MIN. THICK) L-3007 A) STEEL : Fy a 36 KSI MIN. 6063 -TS ALUMINUM Q 120 1.21 8) ALUMINUM 6063-T5 MIN. ASSEMBLY SCREWS a-�1ox11/a' 1.231 ... - .. - ... ... Y3Ba P.H / IL. SMS PEAIMET R WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER Q L-3014 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 10 FRAME SILL ANCHOR CLIP •094 91 L-3008 FIXED LITE MOUNTING BRACKET � �F�a 6063--T6 ALUMINUM .970 L-3006 Acctaaoa No 0.094 6063-T6 ALUMINUM 0.t88 0.070 1 1 A478 2.794 A f9 Jllaoppoeo OGLAZING BEAD 12 16 GLAZING BEAD O GLAZING BEAD ♦ • ��®,o • ,. R&WwAnOwn d to c w 2010 FPC 8501 O 90 ST. WSON 6/16" Laminated L-7708 " 11/36 Insulated/Laminated q /18 Laminated •L �+ _ *. 0 �S . e :(605) MEDLEI'. DA 33166 L-3010 or L-3011 or LII -133 L-3009 or LII -159 B98-8660 6063-T5 ALUMINUM 6063 -TS ALUMINUM 6063-T5 ALUMINUM r, •�„ s • AFANUPAGMACA OP QF Mff ALUMINUM WINDOWS AND CLASS DOORS D»o 00.060 0.801 0.915 0. on 1 ' �'�� .• OF : �l! : R V P,. ��w°a rt" paf � ► ► Y prod warn Nam s•�a Araatr � et LCwA r+ • i, ss„t rot. a °rte"` D�' N. ERAZO '' °�`"` a Series: 3200 Outswing Impact Casement Window rjvua Dat. Doi�o/t2 0.391 0.266 ��j •' .......• ('�' 000 0.050 0.688 .115 0.688 t ,� 1 Sao � �® H. ERA2�0 EXTRUSION CROSS-SECTIONS, &ASSEMBLY DETAILS ft"I m r� soo& p>�ut +t t • D N _; - DATE + A CASEY 3200-004A-01 I `3200-0801 7 OF 7 or x C in lu A. MODELS CLOPAY 84A, 94--W, H94 (24 GAUGE) MODELS HOLMES 48 (24 GAUGE) MODELS IDEAL 4F. 4RST. H4ST (24 GAUGE) ENG SRMS ArIACM TO DOOR SKIN WH PA7k7M TDO-L-U)C SYSM ALL SECTIONS KAYE 2) CLINCHES a THE TOP AND (2) QYWHES AT THE SOI= OP EACH END SNE END STARS ON t6` MWS fM (444444) CLINCHES WXY GomBLREO ACROSS THE FACE OF THS SECTION. END S1UE3 ON 21' SECTIONS WE (aj CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF T`Ft5 SECTION. / W113HIEDUTE STILE ARE ATTACHED HATH r--TOG-L-LITE (W Qe SOTTOW ANO URETHANE I MAX. DOOR - W-0' a -e ..•k •� ' x .1 I 2• a• I � r I �. .:w IY r IF.Ir, hear 'y. + IFllrl-. .gear .; ,I?•lT.iZy':)liC;9FX -MP k, EM SIM MIACM M DOOR SIGN WM PATENTED TOG -L -LSO S SPEY. ALL SEC110Na WE 2) CLINCHES AT UE TCP AND (2) CUMC HES AT THE BDTTOM W MACH END STILE. END 5IIkE9 ON fa' SECILONS K WE_M? CLENCHES EVENLY N UBSUTEA ACROSS THE FACE OF TfHiEE SECUM END STUEs ON 21' Sf C7EHi3 HAYS Lei CLAIGiLS Eil[�r pST18BU[ED ACROSS 1TIL3 FACE OF ifVL SECTHON. INIBUIEM SM ARE HED VM TOG -L -M (TOP & EOTrOM) UR};THIWH . I I m II�i IIii I [�III 2 REVISIONS REV. NO. ZONE: DATE: I ECN NO.1 APPVD: I DESCRIPTION 03 — 8/2010 — SH I REVISED DESIGN ENGINEER 04 — 112012 — SH I AFFIRMED COMPLIANCE WITH 2010 FBC . F. <�Y<iiffitiSi!•ti i7(:YT•lri'1l�1�1� r:Y1 FC-11I-wa0m '� STILE TABLE sir I mm vuTHL I 8 wreal (MAX. AREA W SL RQ A LOCK FoR DEulsyy (4) /14 SNEET METAL SCREIYS SLIDE BOLT IATJt QNG46ER I SPRENS END ONTO VEROCAL TRACK. ONE TRE LOCA ON EACH S(� Of DOOR 7.5'7,31 EACH I= TO DOOR p 0 S %940 S EYf3 (4) 1/4' DUL SELF TAPPING mumem f4 GA ENQ H=E 19 Qk RIIFFRMEMATE HIME AM ® If —ALL-11HE LOAD FROM THE DOOR 15 TRANSFERRED TO THE: TRACK AND THEN FROM THE TRACK TO THE 2xa %VMCAL SW (GRADE /2 OR BERER) JAMBS. NO LOAD MGM THE DOOR IS TRAWERRED TO INE HORZOMM (TOP) JAMS. ALL JAMB f7SWNER3 W W (BUT NOT REQUIRED) C UNTERSLINK TO PROVIDE A FLUSH MOUMANO SURFACE A 1/3 STRESS INCREASE FOR NO LOAD WAS =USED IN THE CALCLRATW OF ALLOWABLE LOADS FOR ANCT M AND FASB3NERS IN WEEN. CONCREIE AND MASONRY: UA WOOD FRAME BUILDINGS STUD MUS OF DOOR OMW MUH. BE FRINED SCID BY NOT LESS TWIN (3) 24 PRESSURE MM SW (WAN 12 OR BEnVQ WOOD SRIDS OF A SFRESS NOMNAL EXTMM FIBER STRESS IN l IG ((%)). SPM =13 TOTO aECONM NOr IOW MOULM THANiPS 200 FWINQ TD ME BEAM& BLOCK --WALL OR CONCRETE 2xe SW (GRADE 12 OR BETTER)- WOW &M SHALL BE ANC D TO QH W RUNFORCED NOCK IIKL OR CONCRETE BLOCK WALL CELLS SHALL W FU.IED VM CONCRETE AND RE NFORCED WMI Ri]tNFOMW OARS WENOW WIO 1HE FOOTING NO INTO TIE BEAMS. ALL BARB SHAD. BE CON11 j911LR FROMTHE TIE BEAUS TO FOOTING PER K= W" OR CONCRETE CMUBN. BLOCK WALLS AND OOHHORETE COLUMNS TO BE GFS[QtED BY IM BUILDING ENGINEER OR ARCNITEOT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR =4089NT OF CRACK BRACKETS) 2' am STEEL. TRACHC OABO' -I FASIENEO TO TRH�I SAVED 1E = RNE S. JAM a a• ': as •. ia- al e..L NN ] I .....a. ]r'7�'lr'7IZI�.` C•;.i-al7�vl'#ZiR(L�711i-�rCtliifArftt�«+7�ri,r--TacaHriI::Q-[Her'T��'7�1F,�'ra3'�pE�SiIN[�17� x._alc.l..!ier> ( 1�ra111T7tff°Fr.S[PZS[rs[N..tT•�aI-A:LI�".11l.i�_:TJIi�t�rlS,Tc'i ees�.:a..LI.af��llu7,lWx� , , � �..Ln'�L•e�L1�TCt�'��a.a>: I F,-,wm wir6 ."_a.,a.LLL'rTHa-loTlWn".'tT401 IML F!m �._l�-s,mnca ra al:�®c'3E:>C1[F::flFai�`P-.3 )f ��Irtl�reaa�I�,i-,ILirT3Tr �r �..� n a��S�T!iC��l11=L; ar �r Ix- ;«'11.r '�k•la. IH'•.r� ar v ..I« m u` < la 875' 4 1 3 sm moumo Ff DOOR wSulm 1a CA. MINI PrWNTEO STEEL. END SNE r EACH EP {TBE MO 2-518'W- 20 4 MOAT@ STILET. RM ,-SMA EACH 8111E NMMES 2'4Q', 18 Q& GAW.. STEEL HNTM IWfai ' E�•J /14xa/a�SH>�EEr H1rSCl. 512�Wa. 7 16'60W RTSTALLEG ON EACH ROLLER STEEL. ROLLER (1-t3/iai7/IVk4-i/4'. � � HOAZONTA. TRACH STJPFOAT BY OOMINSTALLER (TO SM -1W HAM RWJW t a RM -13 OL. OW.Y(.. STEEL FL40 BAACQ:T. EACH FASTENED TO WOOD URTH (4W OR /4', WtSJ4' OW A I�aITllr WOW IAO Sit AND TO TRAAi QALY. STEEL TITAQC THICKNESS spECIRE) 2/ 2-11 3/4' x I= WIG! 2) 1 4' x 3/4' HORIZONTAL ) R1N WEAnROCI ()Mpi1oN TYP. 2-1/2'412 OA. 00. STEEL TRACH WZW "WIT 24 oA. (oAaa' wcl� a' TTicCc ' \ CAL mm0-0 fIi LOAD DOORJA j8am SECTION A -A 12 9% QALY TOP ROMtA BROW (2-1 • xsA v= BRAOICBf ATAlRM fwf i4 SW ae sxsns' ATTACII� TOP ffdAHQT MIN A �) 1/4'M) BOLA AND NO$ Dib TYPE URL No. OF FAS TEN PER J� SHIP LAE* JOINTS. 20 VERTICAL JWB it.11 Krl'� : I' e . 1'- !•., ] ],�a �:I- .!1 a fx. 1 f -; r I�• 1 •,1 { !:VI :I• r r LEND HANM EACH SILES W Sim f4x0 ` & 4 1 /W -SELF TAPPING SCREPM 93 CL QALY. STM. SOM SET (2-3/4-W). ATACIED %UH (2) /140/6' METAL SCREWS. ALLMIPIIM EXIRLISILIN A WM WEATHER9M. ALUMINUM ATTACHED m SECTION lBRR /a x t/2' sELF TTIPFBTO SCRfV19 AT 2t—t/a' O.O. MAL DESIGN LOADS: +54.0 PSF --62.0 PSF. l PART NO.: NIA 8585 Du love CLOPAY WINDLUAD RATM son, 0' 4 0 USA �! y Fox No, 1= —. W8 DESCRIPTION: PAN DOOR 9'W +54/-62 PSF DRAWN BY: RJK DATE: 04/07/0 SCALE: N/A 41ZE* WG CHECKED BY: SH DATE: 03J03/ SHEET 1 Owl B DWG. NO.: 103287 VER. MD 1 I C 0 F21 Unless Stated Otbwwke TOLERANCES are .0 &.031 .00 - x.015 CCN�O +I .000 *.005 1 Logo °0 2007t .0000 v 1.001 ' Degrees a *1/2• IIL P -t Unless Stated Otherwise IID!► P /tst2aFi+ ' A' OMM34SKM ARE 1N HNCHE LEND HANM EACH SILES W Sim f4x0 ` & 4 1 /W -SELF TAPPING SCREPM 93 CL QALY. STM. SOM SET (2-3/4-W). ATACIED %UH (2) /140/6' METAL SCREWS. ALLMIPIIM EXIRLISILIN A WM WEATHER9M. ALUMINUM ATTACHED m SECTION lBRR /a x t/2' sELF TTIPFBTO SCRfV19 AT 2t—t/a' O.O. MAL DESIGN LOADS: +54.0 PSF --62.0 PSF. l PART NO.: NIA 8585 Du love CLOPAY WINDLUAD RATM son, 0' 4 0 USA �! y Fox No, 1= —. W8 DESCRIPTION: PAN DOOR 9'W +54/-62 PSF DRAWN BY: RJK DATE: 04/07/0 SCALE: N/A 41ZE* WG CHECKED BY: SH DATE: 03J03/ SHEET 1 Owl B DWG. NO.: 103287 VER. MD 1 I C 0 F21