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HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION COMMERCIAL (3) s 9/24/2018 Florida Building Code Online s 5 d i BCIS Home Log In User Registration Hot Topics Submit Surcharge stats&Facts Publications contact us BCIS Site Map Links Search Florida Product Approval USER:Public User s� Product Approval Menu>Product or Application Search>Application List>Application Detail • ��'+• FL# FL12509-R5 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived (-) Product Manufacturer JELD-WEN RECEIVE® Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 0 C T 2 5 2018 (800)535-3936 fbcl@jeld-wen.com ST, Lucie County, Pqrmitting: Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies lEdlima Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12509 R5 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagXl2LAFK6gj2Pz6fpZv3Vnvqx4OKQ%3d%3d 1/3 9/24/2018 Florida Building Code Online Date Submitted 10/02/2017 Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Summary of Products FL# Model,Number or Name Description 12509.1 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R5 II JW192008 SS 2015-01-07.pdf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party:Yes 12509.2 Finishield/Gladiator 12'-5"x 6'-10",Glazed,Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-114 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R5 II JW192008 SS 2015-01-07.(Ldf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party: Yes 12509.3 Finishield/Gladiator 12'-5"x 6-10",Glazed Steel Wood Edge Outswing Door with Sidelites 'Umi s of Use/ Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R5 II 1W122008 SS 2015-01-07.(Ldf Verified By: Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.12df Created by Independent Third Party:Yes 12509.4 Finishield/Gladiator 12'-5"x V-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R5 II JW122008 SS 2015-01-07.pdf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagXl2LAFK6gj2Pz6fpZv3Vnvqx40KQ%3d%3d 2/3 9/24/2018 Florida Building Code Online Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagXl2LAFK6gj2Pz6fpZv3Vnvqx40KQ%3d%3d 3/3 MATERIAL PROTECTION JELIENo 1. ALL LATCH/LOCK AND HINGE HARDWARE TO BE OF CORROSION RESISTANT MATERIAL 148 1/2"MAX OVERALL FRAME WIDTH OR CORROSION RESISTANT COATED. 371/4"MAX. 74"MAX. 37 1/4"MAX. FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH 0)GLAZEDI2-Oxfi-8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. p 35 3/4"MAX. 72 1/4"MAX. PANEL WIDTH > of IDENTIFIED IN THE FBC. PANEL WIDTH DOUBLE PANEL WIDTH m O GENERAL NOTES SEE DETAIL A 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 U ir Ja THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 OTE 6 6 OTE 6 Z O Q ch CM SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN Z W LL 00 EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM LU N' =20 E331-00 AND ASTM E330-02. � J Q r 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED f 21 1/8" .0121 1/8 21 1/8" `21 1/8" 6 n 2 to —7—T PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. \"\"' 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 1J ALL VIEWS FROM EXTERIOR. W D.O. D A D.L O. D.O. LU M Y d AS SHOWN HA DETAILS.ANCHOR EMBEDMENT TO BASE 2-MULL POSTS&DOUBLE BACK J WIDTH DTH W&D WIDTH p = MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. JAMBS ARE INTERCHANGEABLE. J 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. W 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) 26 g Z 3-SURFACE BOLT NOT REQUIRED FOR E ¢ REQUIRED FOR DOORS AND SIDELITES. n. APPLICATIONS REQUIRING DP-45 OR 7 Q 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, A C J r 0 INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. 7 B 7 V D 7 W O INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS Q 4-MASONRY AND CONCRETE INSTAL- M NOTE kE 0 NOTE 4 p p BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. m w J 5-POSITION AND NUMBER OF 0 L 7 25 Of c7 W 7.SCALE BASED ON 11x17 SHEET SIZE. w 8 N pANCHORS IN HINGE JAMB,LATCH NOTE NOTE 2O w y Z 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR ¢p O JAMB OR SIDELITE JAMB WILL BE \ / O O Q GREATER. THE SAME REGARDLESS OF ROUGH g O OPENING TYPE. FOR HORIZONTAL O 3 O CROSS SECTION IN 1X BUCK OPTION p 12 0--D w IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED W O y ¢ SHEET 8 FOR DETAILS. L =p°' m U DOOR LEAF CONSTRUCTION 6-FOR VERTICAL ANCHORIN 1X BUCK OPTION IN B B NOTE 4 ASTRAGAL NOTE 4 z w ox w a FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR 5 SURFACE BOLT 5 5 fi DBL-BACK F N y SUBSTRATE WITH LMC ADHESIVE. DETAILS. SEE NOTE 3 JAMB MULL POST I Tn o CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY MULL POST SEE DETAIL B w O SHEET 6 QUAD UNIT(OXXO) EXPANED POLYSTYRENE(EPS). SCALE:1/2"=1'-0" PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED DESIGN PRESSURE RATING (OUTSWING NON IMPACT) a C7 a FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED J J m m STEEL.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0" WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION cn cn O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED p O AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w Z 38,400 psi.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w w O w w SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS J Z J ROLLED-FORMED GALVANIZED 25 GAUGE(.018"MINIMUM)STEEL. <w55 THE WOOD LOCK BLOCK IS 1.688"X 3 1/8"X 12". POSITIVE *+45 *+55 +30 POSITIVE +45 +55 z z LL O¢ wwzt-y FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE p 0 w¢a Z NEGATIVE -45 -55 45 NEGATIVE w h=p O CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A 45 55 O 1-p z_O p Qw-J C7 O] NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 O p p�p W x j CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING a Q_<p a a O W SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING TABLE OF CONTENTS NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) N FOUR 16 GA.7/16"X 2"STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION RATIO=OH LENGTH/OH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 N N o o w JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS&GENERAL NOTES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2TYPICAL ELEVATIONS Q m¢ THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. a °p END.A 3/8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD 4 TYPICAL ELEVATIONS `��1t1ti I trr�11, eason:I am approving this document AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED VERTICAL CROSS SECTIONS&B.O.M. ���� ES F. e:2015.01.0714:55:55-05'00' p V m¢O USING TWO#6 X 1 112"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS r OH LENGTH Z BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO PHORIZONTAL NTAL CROSS SECTIONS `� ::' QO DATE: 8/12/08 THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER ONTAL CROSS SECTIONS scaLE AS NOTED STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERY& RING LOCATIONS&DETAILS z 7 HERMES F.NORERORING LOCATIONS&DETAILS FLORIDA P.E.N0.73778 2wc.ev: WBDTHE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE \ DWGCHK.8 S. BDRING LOCATIONS T T 398 E.DANIA BEACH BLVD.EXTERIOR USING 1199 SILICONE. OMPONENTS&DETAILS ° FREY H ' O ( pP;=<U� SUITE 338 ITE DETAIL \ DOOR HEIGHT ii''n� . � DANIA BEACH,FL 33004DRAW NG NO. ITE MATERIAL LIST \ HEIGHT '�,�SS/ONAL EC�G% FBPE CERT.OF AUTH.NO.29578 J 1 2 12 008 sH 4 112"MAX.OVERALL FRAME WIDTH111 1/4"MAX.OVERALL FRAME WIDTH 37 114'MAX. 74"MAX. 37 1/4"MAX. 37 1/4'MAX. 37 1/2"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. 36 3/8"WITH 35 3/4"MAX. PANEL WIDTH ASTRAGAL PANEL WIDTH 35 3/4"MAX. 35 314"MAX. NOTE NOTE SEE DETAIL A p PANEL WIDTH PANEL WIDTH 6 6 6 6SHEtc ET 6 > D: fi OTE 6 NOTE fi SEE DETAIL A m O SHEET 6 J v d F- 21 1/8" 211/8" 21 1/8" Z O Q.co = MAX. MAXI �pAAX Z W U-� F 211/8 `21 1/8" 21 118" w D.L.O. D)-.O. D. O. W =Dp x MAX. MAX. �AAAX. = WIDTH )IDTH WID F Q f—r W D.L.O. D.L.O. D. 1O�. -' O = -j ¢ a = WIDTH WIDTH WIDTk( F - w M Q Lo O x > IG O J w n J 2 Jo = o A p C Z LU M Y D O p w NOT p p NOTE 4 `� a >< A A F Q w c� < 8 p p p 7 n a �NOTE4 NOTE4 NOTE NOTE2 \ NOTE5En OO ro NOTE NOTE2 Oo m p 'NOTE5 4,_ ACTIVE NOTE5 ` ww of w LO 6FIXED INACTIVE ¢ U)Ea (ItOFIXED FIXED OTE 4 ASTRAGAL OTE 4 5 0 z O . B B NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT 5 0 5' 6 NOTE 4 5 6 5 WOTE SHEET6 JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B w 00MULL POST SHOWN SURFACE BOLT SHEET 6 =O m m w DBL-BACK JAMB MULL m- X 2 w SEE NOTE 3 112"MAX.OVERALL FRAME WIDTH w w POST OPTIONAL 37114"MAX. 371/2"MAX. 371/4"MAX. TRI UNIT(OXX)OR(XXO) LL N N U TRI UNIT(00X)OR(X00) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:1/2"=T-0" m oa SCALE:1/2"=1'-0" 35 3/4"MAX. 35 314"MAX. o w 0 SEE DETAIL A fi PANEL WIDTH PANEL WIDTH ~ SHEET6 OTE6 6 NOTE6 a 0 Ohm F `21 1/8" 21 1/8" 211/8" NOTES: w w x MAX. �YIAX. MAX. 1-ALL VIEWS FROM EXTERIOR._ W w D.L.O. D. O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. z z m x WIDTH W1 WIDTH WIDTH r (SEE OPTIONAL CROSS SECTIONS) p<D.Z p = 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING j w v o O w DP45 OR LESS. ❑¢ui=D j x 4-MASONRY AND CONCRETE INSTALLATION DETAILS. Wan:O w 0 m z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, x < LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o NOTE 4 p p p NOTE 4 m D REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N caw M CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, v or p NOTE 2 N,,IT=2 ° SEE SHEET 8 FOR DETAILS. A o NOTE 5 /� 6-FOR VERTIC(W lAWM6 N 1X BUCK OPTION IN / MASON `A51CI{� O$LtF 3HEET6 FOR DETAILS. 11- T <Z ( S:N� DAM 8112/08 7 sr,c•AS NOTED FIXED ACTIVE FIXED _* ' ?'* HERMES F.NORERO DWG.BY. WBD FLORIDA P.E.NO.73778 NOT NOTE 4 T T t� 398 E.DANIA BEACH BLVD. CHK Br: S.FREY SEE DETAIL B i O C OP.°��/: SURE 338 DRAHnHc Ho. SHEET 6 SURFACE BOLT MULL POST SHOWN- TRI UNIT(0X0) �� ccs '••••• 122 ���� DANIA BEACH,FL 33004 JW008 SEE NOTE 3 DBL-BA OPTIONAL LL SCALE:1/2'=l'-O" i�i�'S;ON';�?% % FBPE CERT.OF AUTH.NO.29578 SMEEf 2 of 14 0 co 1\ J CD 0 U Z O Q M Z U-00 w W Y =DO 74"MAX,OVERALL FRAME WIDTH J Q r It 721/4"MAX.PANEL WIDTH p n 2 Lo 74 3/4"MAX,OVERALL FRAME WIDTH SEE DETAIL A 37 1/2"MAX J co Q 35 3/4"PANEL WIDTH35 3/4"MAX. 35 3/4"MAX. SHEET 6 FRAME WIDTH Lu � -1 SEE DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A 35 3/4"MAX SHEET 6 SHEET 6 PANEL WIDTH A 3/8"WITH 66 OTE 6 6 OTE 11,1 ASTRAGAL OTEfi 6 OTE 6 it0 O F 211/8" `21 1!8" r B 21 118" 211 MAX. MA 21 1/8' Cw9-j x MAY �M1gX. w D.L.O. D.}.O. f- w w D. .O. D. O. = WIDTH ODTH 0 A. 0 w y J �IDTH WID�`k�i O �7 � 0 WIDT4 ¢p 0 L7 O Z o x� w j d g3� 0 = O < J w O Q > J xx O 2 w w G o x _jo 0 () w ¢ B 7 0` ¢ O p 7 120 0 w Z 2 NO E4 a F w xoom � ANO 4 ® NO E4 �o ¢a K g 8 p 7 a U)_j wLLJ NOTE 4 2 NOTE 4� a Z w m Q 17 NOTE 2 \ 8 x F LL N� U om \ / n NOTE 5 n o NOTE 4 m m w o .11 OTE 5 NOTE 5 m / n ° and n ~ L I 'KILI ' N�OTE9 FIXED ACT.01 IVE U) C7 3 m INACTIVE ACTIVE ACTIVE NOTE 5 6 OT 5 w w NOTE 4 SURFACE BOLT SEE DETAIL B SURFACE BOLT 5 5 6 NOTE 4 < m ASTRAGAL SEE NOTE 3 SHEET 6 SEE NOTE 3 Z Zle m SEE DETAIL B F p¢D.Z SURFACE BOLT SHEET 6 SEE DETAIL B w V 0 0 SEENOTE3 DUAL UNIT (0X1 OR (X01 SHEET6 SINGLE UNIT W O¢o W=j DUAL UNIT XX) SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" 00dv SCALE: 1/2" =1'-0' a o NOTES: N N o w 1-ALL VIEWS FROM EXTERIOR. N rn rn¢ 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. ONAL CROSS SECTIONS) 3-SUR ACEI BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING ��\\SES F.II/0 �iU m¢Z O DP 45 OR LESS. =� - P DATE 8/12108 4-MASONRY AND CONCRETE INSTALLATION DETAILS. :'\ :O 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 7 SCALE AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME '* , * HERMES F.NORERO. DWG.er: WRD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL o T T ir z FLORIDA P.E.NO.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, W 398 E.DANIA BEACH BLVD. cHKer: S.FREY SEE SHEET 8 FOR DETAILS. T Z � SURE 338 DRAWING NO- 6 MASONRY/CONCRETE,RSEE SHEET 6 FOR DEITAILS. i��''FSSION;;�?G�```` FBPE CERT.OF AUTH.N0.0 9578 sHeer 3 00084 105"MAX.OVERALL WIDTH89 1/2"MAX.OVERALL WIDTH 371/2"MAX 15 MAX. 15 1/2"MAX. SEE DETAIL A FRAMMEE WIDTH 74 MAX FRAME WIDTH FRAME WIDTH SHEET6 FRAME WIDTH36 3/8 WITH 35 314 MAX DETAIL A 35 3/4•MAX O 5 314" 36 3/8" 14"MAX. 14"MAX ASTRAGAL PANEL WIDTH SHEET 6 PANEL WIDTH MAX W/ASTRAGAL PANEL WIDTH PANEL WIDTH O) D.L.O. OTE 6 NOTE 6 7T4NOTE6 SEE DETAIL A p53/4" II SHEET6 6 klu.OTE6 J o MAX.D.L.O. OTE 6 coLo O lye Z O -'M NOTE 217 11/8" � �/ 195/8° d — D_ LL 04 MAX.L.L.O. M D.L.O. 21 1/8" 1 1/8" MAX. Z W a0 = MAX.CjzO. M�D.L.O. D.L.O. d d W Y =� / = O NOT 2 B F F. WIDTH j �j J F- OJ 7 L = W O 7 �� \ w w E p n Q_ 0 A p NOTE 2 7 z 7 � J 8 ? W co Y O- G = W w v O w Qd x< O 8 NOTE O NOTE 4 g m NOTE 4 O D NOTE40- w NOTE 4 a O n � NOTE 4 1 NOTE \ / °�° •°�' n` 1 O 5 NOTE 5 NOTE 5 m m 00 \/ 5 0 Oo [yFIED INACTIVEACTIVE FIXED ¢o FI D INACTIVE ACTIVE ACTIVE o o z m 5 6 5 6 NOTE 4 SURFACE BOLT g p NOTE 4 ASTRAGAL 11 g SEE NOTE 3 QUAD UNIT (OXXO) NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT r SEE DETAIL B SCALE: 1�2" =1 -0" NOTE 4 5 6 SEE DETAIL B SEE DETAIL B 5 SEE NOTE 3 w p w ASTRAGAL SHEET 6 SHEET6 SHEET6 =0 m m W 53"MAX OVERALL WIDTH TRI UNIT (OXX) OR (XXO) SINGLE VENT UNIT CX) ?:w9 x w 68 1/2"MAX.OVERALL WIDTH SCALE: 1/2" =1�_O 15 1/2"MAX 37 1/Z"MAX. SCALE: 1/2�� =1 -0�� w H-N m U 37 1/2"MAX. m p a FRAME WIDTH FRAME WIDTH FRAME WIDTH w o } NO E 6 35 3/4"MAX. m ~ 35 3/4"MAX. 15 1/2"MAX. 14"MAX.PANEL WIDTH PANEL WIDTH 0 a 5 3/4" 6 PANEL WIDTH FRAME WIDTH NOTF a U' a MAX.D.L.O. 6 14"MAX. 5 3/4"MAX.D.L.O. 6 OTE 6 m m SEE DETAIL A OTE 6 PANEL WIDTH SEE DETAIL A rn U 3 SHEET6 SHEET6 NOTES: ww 1 1/8" 1-ALL VIEWS FROM EXTERIOR. < 'q m �1 1/8" M .D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. z z;�rn MAX D.L.O. (SEE OPTIONAL CROSS SECTIONS) U = F 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING o¢U y _ 0 I w w DP-45 OR LESS. O 0 w=> A L = NOTE 4 W � 4-MASONRY AND CONCRETE INSTALLATION DETAILS. EL j a vLu Lu A5 POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 7 p NOTE 2 z NOTE 4 O ¢ LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME to NOTE 4 ¢a LL p 17 D REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N N B G O NOTE 4 m CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, � Q z_- ¢ m NOTE 2 N W 0 SEE SHEET 8 FQQ TAILS. LCtE A NOTE2 0 6-FOR VERTU lL'A EJIWy�I 1X BUCK OPTION IN MASONEiiI� 11% EHEET 6 FOR DETAILS. DATE 8/12/08 / NOTE 5 OTE 5 Z:' 7 :O scALe AS NOTED FI D ACTIVE * * HERMES F.NORERO FLORIDA P.E.NO.73776 Dwc.ev: WED UFID ACTIVE FIXED 1v 398 E.DANIA BEACH BLVD. CHK Br: S.FREY SEE DETAIL B SEE DETAIL B T T ct SHEET6 SHEET 6 •NOTE 4 %On OP: _�/: SUITE 338 DRAWING NO. 5 SURFACE BOLNOTET TRI UNIT (0X0) DUAL UNIT f )X) OR (XO) 6 5 SURFACE BOLT ��� `S/ONAL��G��` FSPECEIR.OFAUTH.NO.FL 09573 JW122008 NOTE4 6 SCALE: 1�2� =1 -0" NOTE4 SEENOTE3 ��i ��� SHEET4 OF 14 SEE NOTE 3 SCALE: 1/2" =1 -0" 1" 1"MIN Item DESCRIPTION Material MIN. 1"MIN MIN MIN. 1"MIN 1 HINGE JAMB 1 1/4"x4-5/8°FINGERJOINTED PINE PINE Ed 2 HEAD JAMB 1 1/4"x4-5/8"FINGERJOINTED PINE PINE Go 5 28 N 5 28 `2 5 28 3 LATCH JAMB 1-1/4"x4-518"FINGERJOINTED PINE PINE � _ w OTE 1 w OTE 1 w OTE 1 4 SIDELITE JAMB(1-1/4'x4-5/8'FINGERJOINTED PINE PINE rn SHEET 6 SHEET 6 SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112"MIN.EMBEDMENT STEEL >j O a= 29 29 29 6 4"x 4"BUTT HINGE 12GA .089"MIN STEEL m O m == 7 #8 x 314"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 -N 2 2 8 #8 x 1 112"PHILLIPS FLATHEAD WOOD SCREW STEEL U cc J 9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z O Q M LL= m 10 COMPRESSION WEATHERSTRIP LoxSeal650 VINYL Z W m 47 F 11 AFCO A-297 OUTSWING BUMPER SILL 6063-T5 AUCOMPJPVC w Q a0 SEE DETAIL Ag 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVL ¢ 16 SEEDETAILA SHEET 12 37 36 m 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-0LH-R17 6063-T6 AL ALUMINUM Q Lo 10 SHEET 12 16 SEE DETAIL 16 14 #8 X 1"PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W r J= 31 A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEEL M Y 31 30 45 46 16 TOP RAIL LAMINATED VENEER LUMBER LVL 30 17 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL 3018 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 21 21 40 20 LOCK BLOCK 1.688 X 31/8"x 12"LG PINE PINE/11 iioi�i o 1.00"O.A. C 21 ODL LIP-LITE FRAME#686-BKWD NOA:913-0219.03 POLY-PROP. p INSULATED O 1.00"OA. O 22 1.00"O.A.INSULATED TEMPERED GLASS GLASS w w TEMPERED GLASS F INSULATED 23 16 Ga.7/16"CROWN x 2"LONG STAPLES - STEEL O w Ld TEMPERED GLASS cs F 24 CORRUGATED NAIL 1/2'x 1 1116" 25 GA STEEL ¢o C I co z p x x 25 KWIKSET LOCK SERIES 400 STEEL p O z O _ w Ed w 26 KWIKSET DEADBOLTSERIES 980 STEEL 3 U r° w F °� = 27 #8 x 21/2"PHILLIPS FLATHEAD WOOD SCREW STEEL O o � m� SEE DETAIL A x z SEE DETAIL A x o ¢ w m w 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD w O O SHEET 7 ° ¢ SHEET 7 w m z x o ¢ a 29 NON-COMPRESSION SHIM 1/4"MAX.THICKNESS WOOD x O'er m O Fw a 30 = 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WEN FOAM 'w o m v / 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL lZ F-N < J¢w 22 22 31 ¢ A-525 COMMERCIAL QUALITY 0.018"MIN.THICK.) ALVANIZED m W o FU-O Rim ^ a 32 VINYL DOOR BOTTOM SWEEP VINYL o w m 21 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC / 21 / a SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP o} 30 of a- N n 34 #6 x 1112"PHILLIPS WOOD SCREW' STEEL � (7 m 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVLWOOD m p 31 30 36 318" QUARTER ROUND MOULDING w F Z 40 37 SILICONE BEAD DOW 1199 SILICONE z 2 w m 10 17 31 36 AFCO A-096 THRESHOLD OPTIONAL 6063-T5 ALICOMP. z -j w z F O O 39 ASTRAGAL THROW BOLT,STEEL ROD,5116 DIA.x 18" STEEL v w w c7 =o zz 32 10 17 32 40 IVES SURFACE BOLT#454 8.0"L X 3/4"W X 1/4"THK. STEEL =o¢w? U 0 m u => 44 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a a a o a v w 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD a O¢O¢ 38 11 32 _ a 45 46 Z. 43 SEX BOLT 10-32 X 1-9116 LG X 5116 BARREL STEEL 38 11 `n 44 IVES SURFACE BOLT SPACERS STEEL N S o w 7 N 0I F L```'`' '''' NOTE 1 a 37 J :?` 45 IVES SURFACE BOLT STRIKE PLATE STEEL a o SHEET 6 46 #8 X 314"LG FLATHEAD WOOD EWS FOR STRIKE PLATE STEEL 5 5 NOTE 1 47 1 1/4"BRAD NAIL 18 G ��� �i� STEEL HEET 6 NOTE 1 �� �� m U m¢Z z %z Di 28 g 28 5 HEET 6 `� :' y P : DATE 8/12108 w MIN 1"MIN 28 w MIN 1"MIN w MIN 1^MIN O HERMES F.NORERO scAIF:AS NOTED -* * FLORIDA P.E.NO.73T78 DWG.BY. WBD VERTICAL CROSS SECTION, TT 398 E.DANIA BEACH BLVD. cHx.BY: S.FREY ACTIVE DOOR TYP. VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, i:13 41j A g SIDE LITE TYP. !C1 SURFACE BOLTS TYP. O�'•. OP.'Z �: SUITE 338 DRAWING No.: 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION ���FS G� � DANIA BEACH,FL 33004 JW122008 SCALE:3"=V-0" N 3"=l'-O" SCALE:3"=1'-0" fill, SHEET ;E?���� FBPE CERT.OF AUTH.NO.29578 sHeEr 5 of 14 1'MIN.EDGE 1'MIN.EDGE DISTANCEi'MIN.EDGE DISTANCE [-!"MIN.EDGE 1"MIN. 1"MIN. 1-i- DISTANCE DISTANCE 1'MIN. m� 1"MIN. p z n2842 w 9 28 42 NOTE 2 z 9 i 9 i .>_1 o o co ciIrJ 29 I I 29 42 42Z D_ LL c\l XXIY 2 LU r 29 T- 29 a Q 2 L F _ �F- _ 47 Q �a= 16 ? 36 <N . 2 �N :"'w:`. 2Z MYD �c _ SEE DETAIL 37 16 SEE DETAIL SEE DETAIL A SEE DETAIL A 10 31 SHEET 12 W SHEET 10 SHEET 10 SHEET 12 1'MIN.EDGE V MIN.EDGE 30 31 DISTANCE DISTANCE 30 C VERTICAL CROS D SECTION ( VE TICAL CROSS SECTION o 6 FIXED UNIT 1 X BUCK OPTION IN 6 OPERATING UNIT 1 X BUCK OPTION IN o 21 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w w SCALE:3"=V-0" SCALE:3"=1'-O" It 0 J 1.00"O.A. 1.00"O.A. w 1.- z INSULATED O INSULATED O 1 5/8' EDGE OF p O Z O o TEMPERED GLASS o TEMPERED GLASS o 1/8" PANEL \ g 3 3 v _ = EDGE O \ c0 F =w O W o: 7E W PANEL w o O r m� SEE DETAIL w m w w w ( M I zuio w IU-U u SEE DETAIL Z m w w SHEET 7 ° ¢ SHEET 7 < I `� 1 / LL�L" W. w n a mo 16 � 22 D w o o w- 22 22 ^ \ / a (D a D a 1518" N m / x 0. 21 / IL DETAIL A SURFACE DETAIL B SURFACE 30 O O BOLT TOP LOCATION BOLT BOTTOM LOCATION III W SCALE:2"=l'-O" SCALE:2"=1'-0" W 30 < cD m Z z� 31 NOTES: -w m o 0 31 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. o< r,cn 10 17 00 Ld C9 17 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS a o a O ww C D SHEET 6. HORIZONTAL SECTIONS:DETAILS L M SHEET 8. v 37 32 6 w0 rn 1" 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N N ai w 38 1137 CONFIGURATION. N rn r 38 11 MIN A o 4. OPTIONALLY,ANCHORS CAj50hA,CQ IN NARROW SECTION OF HEAD OR]AMB 32 �- AS LONG AS MINIMUM`�(t� ESEp1T CtjT�EVED. U m<O Zi O . DATE 8/12/08 d •• 4 SCALE e 9 '''a•:' g 7 AS NOTED I HERMES F.NORERO 2!m • FLORIDA P.E.N0.73778 DWG.BY: WBD II 1� W 398 E.DANIA BEACH BLVD. CHK BY. S.FREY MIN MIN MIN MIN. �p •, C OP '���: SURE 338 DRAWING NO- A VERTICAL CROSS SECTION ACTIVE DOOR TYP. �1 VERTICAL CROSS SECTION,SIDE LITE TYP. �� F "' �� DANIA BEACH,FL 33004 6 MAA EN3Y AND SCALE CONCRETE INSTALLATION 6 NRY AND CONCRETE INSTALLATION i��iSSfON;;�?GO� FBPE CERT.OF AUTH.NO.29578 sH E�6 2 00084 1 1/4" 1/4 MAX. 1 MIN.EMB. 29 SHIM SEE DETAIL A 12 10 3 4 SHEET 12 372 30 3 1g 19 3 302 10 37 30 3 1 Au 3118 19 3 2 31 30 21 22 22 19 22 18 > _j o z SEE NOTE 3@ 00 NOTE 2U3 ACTIVE 7 6 8 364•'3 . 1-- W 36 8 6 7 INACTIVE EXTERIOR EE NOTE 2 U Ir EXTERIOR z o -j- EXTERIOR EXTERIOR - a- < I c) HORIZONTAL CROSS SECTION 2F Lu LL N NOTE 4 2 42 36 47 rC I/�D HORIZONTAL CROSS SECTION LU 00 -'� HORIZONTAL CROSS SECTION '\,�7 SCALE: 2"=l'-O" Do rB \,�7 SCALE: 2"=l'-O" F- L rA-�\ HORIZONTAL CROSS SECTION- SCALE: 2"=1'-0" < MASONRY & CONCRETE INSTALL- :E SCALE: 2,=1'-O" SEE DETAIL A 1/4 MAX. J M < 1/4"MAX. SHEET 12 SHIM LU r- -i 114"MAX 1 EE NOTE 4 SHIM 1 1/2' 3 3 _L . c') �e a- o@s 9 lu z SHIMI- Mll 1/2' SHIM 1 1/4" SEE DETAIL A T MIN.EMB. SEE DETAIL A SEE DETAIL A MIN.EMB. SHEET 12 SHEET 1 N.EMB. SHEET 12 MIN. . -L - 2 2 z z 2 2 31 18 10 0 0 SEE NOTE 1 z z 2! 30 0 SEE NOTE 1 EXTERIORW w 9 Of Lu 0 5 SEE 0 SEE NOTE 2 3464 NOTE 1 30 9 66 8 8 0 LLJ i-- w HORIZONTAL 00 rH CROSS SECTION cf) cn 3 EXTERIOR 7 6 EXTERIOR cn WOOD INSTALLATION cioz cn EXTERIOR 8Z) HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" 35 505 0 ( KE-'\HORIZONTAL CROSS SECTION WOOD INSTALLATION \,�7 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-0" 10 0 Z) WOOD INSTALLATION SCALE: 2"=l'-O" 31 30 21WOO SCALE: 2"=1'-0" 22 21 30 31 8 19 ❑ z cn—Iwm 0 . w N 1/4"MAX. 1 114" 3 LL Lil 9 w SHIM MIN.EMB. 1 /4°MAX. SHIM 21 10 0 0 it m ,23 SEE DETAIL A 31 19 18 2 W 0 9 4 SEE DETAIL A •4 3 SHEET 12 SHEET 12 0 It 31 30 2 SEE NOTE 2 18 18 3 EXTERIOR 4 IRV T SEE 2 1 4 d31> 36 8 EXTERIOR ERIOR HORIZONTAL CROSS SECTION 1 121 1 U) 6 7 SCALE: 2"=1'-0" EXTERIOR EXTERIOR uj 1)w 9 9 HORIZONTAL CROSS SECTION NOTES: �i W� 36 4 3 SEE NOTE 2 SEE NOTE 2 3 4 36 7 SCALE: 2"=1'-O" 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10.&11. < I,Do EE NOTE 4 z Z'<'n 8 2.SPACING FOR#23 FROM TOP OFSIDELITE DOWN(SEE SHEET 10). F-O<[Lz O =,o RIZONTAL CROSS SEC ION rJ HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: w0 WOOD INSTALLATION \,Z�/MASONRY & CONCRETE INSTALL FROM BOTTOM:1/2",2",3 1/2",20",24 314". Ld 0: . , .2 , , . cc 0 xw SCALE: 2"=l'-O" SCALE: 2"=I'-O 0. FROM TOP112'2"3 1/2" 0"24 314"39" w s" 0- 1 1/4" J208)4@2 SEE NOTE 4 114°MAX. 4.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS 0 MIN.EMB. 1 1/2' SHIM 0 SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. - 114"MAX. MIN.EMB. 1),-SEE DETAIL A 5.TAIRCON MASONRY ANCHOR SPACING SAME AS WOOD NSzo HIM ;!' SEE DETAIL A SHEET12 ANCHOR SCREW CONFIGURATION. SHEET 12 10 18 31 21 DOW 1199 SILICONE —1/2"MIN GLASS BITE 6.OPTIONALLY,ANCt 'rQh"VIl'ffttfi'EDIN NARROW r '0 1 31 21 22 SECTION OF HEkO A S MINIMUM EMBEDMENT IS ACHIEVED. .Y(V&A z 1 10 18 1/8"TEMERED GLASS z 2! o " 8112/08 314"AIRSPACE scale AS NOTED 7 30 N A f I HERMES F.NORERO 1 29 8 29 6 T 1 314" NO.73T78 DWG.BY. WEIP 30 EXTERIOR lij -Z FLORIDA P.E. EXTERIOR 398 E.DANIA BEACH BLVD. CHKBYt S.FREY 6 7 LOP' W, SUITE 338 DRAWING NO-- r (RN HORIZONTAL CROSS SECTION,H-R17ONTAL CROSS SECTION GLAZING DETAIL A 1/8"TEMPERED GLASS DANIA BEACH,FL 33004 JW122008 SONRY & CONCRETE-OSCALE: 2"=l'-O INSTALL Z-/WOOD INSTALLATION SCALE: 6"=1'-0" E CERT.OF AUTH.NO.29578 SHEET7 of 14 : 2"=l' " " 1111111100 FBP1 84 NOTE4 3 10 3 9@ 1 3 SEE DETAIL A 1/4'MAX. 114' 2 30 31 183 19 3 30 2 2) 3 18 18 3 3 SHEET 12 SHIM MIN.EMB. 2! (D 34 3 n3 60) RI, 'u 0) > of 03 %6V 0 3 36 4 41 9 cf)r_ SEE NOT EXTERIOR SEE NOTE 2 C-) Er _j SEE NOTE 2 EXTERIOR SEE NOTE 2 30 z o -J SEE NOTE 2 EXTERIOR EXTERIOR307 0- < Od Z PU LL Cm HORIZONTAL ROSS SECTION co HORIZONTAL CROSS SECTION KB -p t A HORIZONTAL C IN LU SCALE: 2'*=1'-0" SCALE: 2"=1'-0" < KC' HORIZONTAL CROSS SECTION MASONRY & CONCRETE INSTALL < o 1 3 4=HEFT 2 U) SEE DETAIL A < /SCALE: 2"=l'-O" SCALE: 2"=l'-O" 0 r SEE DETAIL A 1112" 5 11/4" Uj r- _J SHEET Mil E.B. n MIN..EMS. c') Z 2� 0 Lu 0 Lw) cn 0 U 42 wz y U) L�Z a At zt z 3 10 Z 1 14*MIN. tq < 41 zas 18 z 8 2 30 3 19 0 EMBEDMENT it z 0 SEE DETAIL A z NOTE 4- SHEET 12 w 0 30 7 .6 w W w7c, 8 @ 9 11 1 S0 mow O 1/4'MAX. wz Or,F w EXTERIOR 2!1.- SHIM "MAX. EXTE IOR EXTERIOR 00 SHIM SEE NOTE 2 cn 06Z En 29 9 15 0 HORIZONTAL CROSS SECTION KF-'\HORIZONTAL CROSS SECTION KC"\HORIZONTAL CROSS SECTION j14'MAX (9 0 WOOD INSTALLATION MASONRY & CONCRETE INSTALL SCALE: 2"=1'-0" SHIM 6 / HORIZONTAL CROSS SECTION WO SCALE: 2"=V-0" SCALE: 2"=1'-0" L _100O FIXED UNIT 1X BUCK OPTION IN yoc? z �. 0 1 112" SEE DETAIL A MASONRY & CONCRETE INSTALL �2�Ul X W N 1 1/4" 1/4"MAX- SEEDETAILA MIN.EMB.. SHEET 12 �2 (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) I, cS 1/4"MAX 2 MIN.EMB. SHIM < 0 SHIII SHEET w 11/2' SEE DETAIL A r. 1 10 19 2 cn 1/8" w 0 3 19 20 31 5 0 MIN.EMB D3 /- SHEET 12 lr� 20 31 TEMPERED w 1 25 0 111 1 3 4 0 uj Z MI O 0 L) 000, 'u'!<'zo < /10 19 25 20 31 91 2 "4'MIN All Ln 21 22 EMBEDMENT 0 1 z 1/2" 27 30 30 3 4 AIRSPACE W (n LLI 30 EXTERIOR 29 EXTERIOR 1/4"MAX. EXTERIOR • SEE DETAIL A 2 UJ_1 29zl SHIM • SHEET 12 < 0 In 28 NOTE 4 28 4 MODEL 799 VENTED HALF LITE z U) F60<'z HORIZONTAL w 0 HORIZONTAL CROSS SECTION 'u< WOOD INSTALLATION �co 0 C�3 S2 KH HORIZONTAL CROSS SECTION CROSS SECTION 2! 0 La 0 ��8 WOOD INSTALLATION MASONRY & CONCRETE INSTALL SCALE:2"=V-0" 29 9 E)CrERIOR cc 3:1 SCALE: 2"=1'-O" SCALE: 2"=1'-0" m 1 114" 114"S IM MIN.EMB_ SEE DETAIL A NOTES: SHEET 12 �z c4l w 1 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. HORIZ NTAL CROSS SECTION 2 31 KF' 1/8, Q .�2� • 2� 1 19 2 To EMPERED 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). \,�80PERATING UNIT 1X BUCK OPTION IN 2 omy,,& CONCRETE INSTALL 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: 1 "' O FROM BOTTOM:1/2",2",31/2",20",24314'. (LEFT-HAND QR RIGHT-HAND ANCHOR SIMILAR) 0 m a c; FROM TOP:112",2',3 1/2",20',24 314",39'. z DATe 8112/08 T - 4.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS .0 28 112" r_CY_ff�SHEET 6. HORIZONTAL SECTIONS:DETAILS L M SHEET 8. 7 HERMES F.NORERO scALF--AS NOTED 2 (�/A'IRSPACE 8 DWG.BV: WBD T 4 23J 3 KZ7�17 Om NO.73778 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD cif FLORIDA P.E. 1!4"MAX. 3 EXTERIOR ANCHOR SCREW CONFIGURATION. -)3 Qj ' 398 E.DANIA BEACH BLVD. CHK BY. S.FREY SHIM`__F_ 0;" /41-z' NO. 799 VENTED HALF LITE lzb SUITE 338 DRAWING rK"\HORIZONTAL CROSS SECTION 6.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ....... DANIA BEACH,FL 33004 JW122008 MASONRY AND CONCRETE INSTALLATION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED, NAI_ BPE CERT.OF AUTH.NO.29578 V-0" SHEEL8 OF 14 SCALE:2"= SEE DETAIL E SEE SHT.9 SEE DETAIL A SHT.9 SHT.9ETAIL A o Dom`{ SEE DETAIL 5"TYP L - HT.10 a. g"TMP SEE DETAIL D a J of 6"NP SHT.10 SEE DETAIL A 9"TYP m O m� ;o SEE DETAIL A 5"TYP 3"TYP SHT.10 5"TMP 6"NP SHT.10 ~ co �n I x 11 3^TYP r U Q -v _ w I I 1 1 1 1 1 1 1 I I I I I 1 _ , r\ Z O Q cm a x = 2" t _I I I 1 I I I t Z W LL oho w I ILo 2" I LLI Y =w - U-' I I _ 1 I _ xw E - J Q T u- Y I SEE NOTE 2 -32" I w (L I W I- -_ g LU co Y a- LL }Ir m I PBL JAMBS (JPTIONAL (WOOD INSTALL) 5 1 I n - I -fit" _ (MASONRY INSTALL) g _ (WOOD INSTALL)5 I O r SEE DETAIL B (MASONRY INSTALL)9 _72" I m I TYP OQ ` - SHT.10 _ ) TY 7 3�" / 5 (WOOD INSTALL) I I III 1 1 1 1 I I I I 4 1 I° 1 I \ of c7 w m SEE DETAIL F J (MASONRY INSTALL) I 1 1 1 1 1 1 1 1 \ O w z SHT.9 g PoLl O ANCHORING LOCATIONS __ ¢O SEE DETAIL B Sg O J OUTSWING SINGLE UNIT (X) i EE DETAIL B 0� O_ SCALE: 3/8" =1'-0" SEE DETAIL C 0 Im- 0 F SHT.9 SHT.10 SEE DETAIL C--/ SHT.10 -0 Z w ANCHORING LOCATIONS DOUBLE SHT.9 ANCHORING LOC TIONS DOUBLE 5E of� m p OUTSWING UNIT W/ 1 SIDELITE (XXO) OUTSWING UNIT XX) w Z w ox x SCALE: 3/8" =1'-O" SCALE: 3/8" =1'-0" IL w- w z U)Ei < a NOTES: D W o 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR o ~ NOTE 7 NOTE 7 AND EXTERIOR SURFACES AT SPACING SHOWN, +/-I", FOR a 0 � 4 \ TOTAL OF NINE FASTENERS PER SIDE. 0> 46 1 8 7 1 I 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS W 3 m 1 NOTE 6 ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. NOTE6 c o ( 0 0 ❑ / 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w W w 4. SEE SHEET 10 FOR SIDELITE FASTENER LOCATIONS. z z m co DETAIL C 5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR v w= LOWER SURFACE BOLT STRIKE PLATE DETAIL D QUARTER ROUND MOULDING ATTACHMENT. o¢000 0 LATCH & DEADBOLT O o ui x DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED w?a 0 w UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-0" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-0" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN o 00 BOLT STRIKE THE FIELD. N o w SCALE: 1/2" =1'-0" 46 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. O1 / \ NOTE 7 45 SURFACE BOLT HO E ALSO DRILLED AT FABRICATION WHEN 04`O BOLT LOCATIO � 1 INED. STRIKE PLATES ARE ATTACHED o IN THE FlEI�D�SES O i� 0 m¢z PO DAM' 8/12108 C=3 7CALE AS NOTED 46 ±* ••• *' FLORIDA P.E.P E NOR 73778 Ma BY. WBD 45 NOTE 7 T T 398 E.DANIA BEACH BLVD. CHK BY. S.FREY DETAIL E AT HEAD DETAIL F AT SILL l0 '.. ... 'Z.I SURE 338 DRAwwGNO- SSURFACE LT PLATE SSURFACE BOLT PLATE ''''is'%NA;E�P FBPECEIR.OFAUTH.NO.09578 sH 9122O008q SEE DETAIL A SEE DETAIL E SHE.9 SHT.9 J SEE DETAIL C SEE DETAIL D SEE DETAIL C cm a SHT.10 j cc 5"TYP SHT.10 SHT.10 5"TYP y"Typ SEE n J O 9"TYP 9"TYP F6"TYP SEE DETAIL DETAIL A F v m T I I6"TYP6"TYP SSEE HT.DEOTAIL A 3"TYP D SHT.10 '\ SHT.10 w SEE M Z0 CC O Q 3"TYP 3'TYP = DETAIL D — 0_ I I I I I I 1 I I I I I I w SHEET 9 Z W �'m \ —12" I w I I —22� _ I I SEE n Lo _ i I W SEE NOTE 2 DETAIL B W r- 2 _ JL� I —221" I g MULL POST 32" I m SHEET 9 Y a a MULLPOST( SEE NOTE 2 —32" _ —42•D BL JBS _ t LL _ ,42° _ x IDBLJAM85 m I OPTIONAL --52" I I ¢ I -52" I _ (WOOD 1 TALL) 5 (OPTIONAL n 32" — O n — (WOOD INSTALL)5 32„ _ m (MASONRY I TALL) _72° I o o MASONRY INSTALL g I I _ 178"I _ IL m I TYP I 72�� I I 1 1 1 III I I I t"I 1 4 I i + + �cl W I \ pWU) z i \ � a o� °—° LATCH AND HINGE MULLIONS o o z LA v m . . ... . .. . . . SEE SEE DETAIL B TYP FOR ALL FRAMES 0 O --- SHT.10 SEE DETAIL F DETAIL B SCALE:1/2"=l'-O" p t¢- r zLu SEE DETAIL C J ANCHORING LOCATIONS DOUBLE SHT.9 SHT.10 =o m m SHT.9 OUTSWING UNIT W/2 SIDELITE(OXXO) ANCHORING LOCATIONS SINGLEm _ SCALE:318"=1'-O" OUTSWING UNIT W/2 SIDELITE(0X0) 3811 z w o y U H SCALE:3/8"=1'-O" 0-1 Z3 ILN 0 Z m w ¢ o o cr 1 3 4 cr I 2 a C7 a I 1 3 4 aDom iB DETAIL A DETAIL B TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS w 23 40 SCALE:1-1/2"=1'-0" SCALE:1-1/2"=V-0" 2 wfn w m < 000 iz 27 2 2 NOTES: F p¢a z 40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR I Fv O O 8 AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1",FOR O¢u.al M 2 24 TOTAL OF NINE FASTENERS PER SIDE. a a d 0 w 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. �E 4.z.3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.23 N w 2 4.SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. N5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTERRO6. ALL VI`V�9E QR/ I 24 =� •'•\ U• 0: DATE: 8/12/08 7 scALE AS NOTED * , * HERMES F.NORERO DWG.BY: WED cc FLORIDA P.E.NO.73778 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D -)3 W Z 398 E.DANIA BEACH BLVD. CHKBY: S.FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB 0� P•'���� SURE 338 DRAWING NO-' SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYp FIOR L C HEAD TO MULL POST SCALE:1-112'=1'-O" '�'�i�`SS/pNAI��G���`` FBPE NIIA BEACH,FL H N0029578 JW122008 SCALE:1-1/2"=V-0" �/I,,i11111 % SHEET10 of 14 SEE FEEB DETAIL A o SHEET 9 SEE DETAIL A SEE DETAIL A co a F�"T- Yp SHT.10 SHEET 9 5"TYP rn io 69 TYP SEE DETAIL D g^TYP J6�1` TYP �j Er 3"TYP SHT.10 6"TYP I SEE DETAIL A CO oJJJ 3"TYP C ( SHT.10 1- fA U fr J V 12" I I I I 111!111 i z o LLN - -22 SEE DETAIL C I w = I LU Q I=- a SHT.10 I I = 0 _ SEE DETAIL C - 2i Q - 32" w w SHT.10 p n 2 Lo SEE NOTE 2 w a •U n J= -42'_ 9 2 c 1 Y 0_ MULL POST DBLJ�BS � _ OPTIONAL -52" 2 MULL POST i I (WOOD INSTALL) 5 I -62" cO (MASONRY INSTALL) 9 TYP I 72^ m (WOOD INSTALL)5 m 78^ m (MASONRY INSTALL)9 0 Q-21 III I 1111111 I III I I _ I I TYP I _ m L I I t I I i I]I I I I1 I l mOw m SEE DETAIL B 0 z w SHT.10 SEE DETAIL B ¢o SEE DETAIL C---""' SHT.10 g o o J i SHT.9 ANCHORING LOCATI NS DOUBLE _f c� (n Q OUTS UNIT WP 2 SIDELITE (OXXO� SEE DETAILC o&j 0 w SCALE: 3/8" =1'-0•• SHT.9 w o Z) z ANCHORING LOCATIONS DOUBLE 0`a OUTSWING UNIT W 1 SIDELITE (OXX� w x w = SEE DETAIL E SEE DETAIL Ew 9 w 0 SCALE: 3/8" =1'-O'• w�N W z SHT.9 � SHT.9 � � 'OF, n o � ¢ DI w 0 F5"TYP 9"TYP SEE DETAIL D 5"TYP a c7 a SHT.10 9"TYP. > io 6°TYP. �O SEE DETAIL A m m -SEE DETAIL A 6"TYP. SHT.10 m 0�' 3"TYP. i ./ SHT.10 3"TYP. I I I I 1 I I _ \ NOTES: w co J 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR m SEE DETAIL C 12° AND EXTERIOR SURFACES AT SPACING SHOWN,+/_1",FOR z z¢ = SHT.10 SEE DETAIL F ¢(L m 0 TOTAL OF NINE FASTENERS PER SIDE. w a z =a - SEEN E 2 -22 _ _ SHT.10 _ 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK 0 o O co w w a MULLI POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. O o w x g DBL JAMBS 32° I 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. m a a v w qa OPTIONAL 1 a m a _ SIS ,42" �� _ y1. _ 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 7 7 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER MULL POST 2^ ( IDOD INS LL) 5 ROUND MOUNDING ATTACHMENT. Q N rn w 6. ALL VIEWS FROM EXTERIOR. N ¢ _ to ,SMAS NRY INSTALL) 9 a 0 o OD[INSTALL)5 32^ on I TYP 111111tt o (MAS RY INSTALL)9 72" `o ``` e6 F. i 0 m¢z TYP I _ -it III i III 781 \ I I III I i \ `��<U; •�0�� DATE 8/12108 '*',SEE ��SEE DETAIL B _ 7 SCALE AS NOTED DETAIL B _ SHT.10 * * HERMES F.NORERO DING.Ev: WBD SHT.10 _ a T T FLORIDA P.E.NO.73778 SEE DETAIL F �� 398 E.DANIA BEACH BLVD. CHK Sr: S.FREY BD SEE DETAIL F O .• ( P;' <U SURE 338 DRAINING NO- AT ANCHORING NCHO INGULOCwI 2S SIDELITE 0X0 SHT.9 OUTSWINGGUNIT WI 1 SIDELITE (OX) ''��ei�`r5/ONAI E�G���`` DANIA BEACH, FL 33.29578 JW122008 ��(—� SCALE: 3/8" =1'-0" Ogtt qp�� SHEETII ov 14 L r-45/8-1 4° 2 1/2° M o N ;0 d1 -4-1/8-(MIN) 4 9/16"� I 5 3/8" < J 0 WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD m 6 AFCO A-496 O/S BUMPER SILL WITH PINE SUBSTRATE OUTSWING THRESHOLD H cn -J 1 FINGERJOINTED PINE 4x4712 GA.STEEL &DD-233-0 OUTSWING ADAPTOR BASE AFCO A297 �I 1 1/2" U � J 2 SCALE:3"=1'-0" SCALE:3"=1'-0" 38 6063 T5 ALUMINUM/COMPOSITE PLASTIC Z O Q c� SCALE:6"=1'-0" SCALE:6"=l'-O" 35 MULL POST 0 lL.N 3 O LAMINATED VENEER LUMBER(LVL) 2 LU 2 m SCALE:fi"=1'-0" R: J Q T 4 1l8"-� 11/8' 1 1f 11161 Q r- m LO A B L� 1 _6 _ 13/8" N �- MM - LJUU� 1/ I—11 1 I I LU JnJ2 _ 11 J CO Y Q- A�fl TL O❑0 O o 1 1� 1/16 3/8"-I F�118° m �- 2" ° 16 PES AND RAILS 1 11/16 j8" IL A B IL 1 %�HINIL TOP EASTILE 17 26 GAOSTEL 19 LATCH SIDE STILEafCOMPRESSION SECTION A-A SECTION B B SCALE:3"=1'-0" LAMINATED VENEER LUMBER(LVL) 0010 WEATHERSTRIP NATED VENEER SCALE:3"=l'-Q"LOXSEAL 650 LUMBER(LVL) O ASTRAGAL(GLOBAL) w" VINYL 6063-T6 ALUMINUM �WATA STRIKE&DEADBOLT SCALE:3"=1'-0" af o w SCALE:6"=1'-0" SCALE:3"=1'-0" 6063 T6 ALUMINUM SCALE:3"=1'-0 w� Hm Of 8002 w `v NOTE: cg7 0 CL 1 f-31/8"-1 " 7181, !goo V1j LENGTH oI�m ® mU -413/4"1- zwXwoT 39 ASTRAGAL BOLT LL H N w 32 DOOR BOTTOM SWEEP 33 ORNER PADS MATERIAL:COLD ROLLED STEEL P y 0 a LOCK BLOCK VINYL LASTIC ZINC&YELLOW CHROMATE o I o 20 SCALE:3"=1'-0" o m FINGERJOINTED FINE 21 ODL LIP-LITE FRAME SCALE:3"=1'-0" SCALE:3"=1'-0" a C7 a SCALE:3'=1'-0" POLYPROPYLENE(NOA:10-1209.01) 3, SCALE:3"=1'-O" © 8 o} 3/4" -{— m C9 3 m '�a wwz 8" 2718"—I O L < �zQ2Qwm z JZ2zQ ° 3/4"—� cl) f—1 9/32' O O i t �- 4 5/e"-- 1 w LL w ZQ~m 0 wc9w=az =HcgH o0 `� O ��� 000row=j 45 IVES SURFACE BOLT STRIKE PLATE (L dm❑0❑a v w ¢ ¢ 1/4"MIN. STEEL IVES SURFACE BOLT SPACER J— N 11/32" SCALE:6"=l'-O" 44 PLAco STIC 3" I- N o o_w IVES SURFACE BOLT SCALE:3"=V-0" 8 40 LVL DOUBLE BACK JAMB STEEL 12 SCALE:3"=l'-O" LAMINATED VE�1�$IPJLUkWfR(LVL) SCALE:6"=�tOSS F. O ��i� 0 0 m Q z 3/16"C-SINK. NOTE �10 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENTZ r' _O DATE 8/12/08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. 7 scnLE AS NOTED 2-USE#8 x 2 1/2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. * _ * HERMES F.NORERO DWG.BY: WBD 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. p FLORIDA P.E.N0.73778 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. T T �/ -Z 398 E.DANIA BEACH BLVD. cH7 BY: S.FREY 0 •.' C OP. _ � SUITE 338 ORAN7NGN0_ SCALE: EACH,FL 33004 DETAIL - A =1'-U" LBPECERTOFAUTH.NO.9578 JW122008 I' fit SHEET12 OF 14 1/2"AIRGAP 1/8"TEMPERE 1/8"TEMPERED co SEE DETAIL A p rn —237/8" m j O o B 11 16 18 I- cn 6 24 2 0 -J LL N 7ILL, Lu 00 1 8 / W Y 2 Go Nm 2 -jQ� _ 5 SEE DETAIL B ern 18 3 M a W ^ J= A A 8 4 4 aD nFTAll- A n 1 3/4"MAX GLAZING DETAIL 10 t- PANEL THK. AT HEAD RAIL o 21 VERTICLE CROSS o SECTION w� lQ3VENTLITEHALF 1/2"AIRGAP p w uJ w 5 1/8"TEMPERE QON i 1/8"TEMPERED o o z 4 10 p0 n I � 9 2 11 Wow o m 3 �w x w 2 OUTSIDE FRAME VIEW SECTION R-R B v 15 F"r~noZW9 < o VENTED HALF INSIDE FRAME VIEW 10 �I w o LITE o ^� 15 4 16 a c9 a SECTION A-A 11 4 m m VENTED HALF N LITE 12 13 1/8"TEMPERE / 16 20 1/8"TEMPERED W w J 14 1/2"AIRGAP z z / DETAIL B o a a Z 19 18 GLAZING DETAIL w o o o / AT MEETING RAIL o¢ui o 18 INSIDE VIEW a a a 0 W 23 17 22 v 24 / o �m N O O w 8 O) Q NOTES: a o ,ES FUg nwr 14 FOR ITEM DESCRIPTIONS. U m a Z PO: DATE 8112108 5cALE:AS NOTED * gtta" '* HERMES F.NORERO DWG.BY. WBD FLORIDA P.E.N0.73778 -)3; W" 398 E.DANIA BEACH BLVD. CHK BY: S.FREY O,�•. ��U`� SUITE 338 DRAWINCNO.: /C'N�i E?G�`�`` BPE CERT.OF AUTH.1433004 0.9578 sH W322G0084 0 co ci m m MATERIAL LIST (VENTED HALF LITE ONLY) c ITEM PART NO. DESCRIPTION QYT MATERIAL Z - 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C Z W LL m 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w J Q m 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 0 r- 2 LO 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMERJUJI n J= 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY ' co Y a- 6 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 w 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 0 cl 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL Ulww 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 0 w� ::iV) H J 121 16806-000 RIGHT LATCH 1 NYLON 6 00z w 13 16807-000 LEFT LATCH 1 NYLON 6 0 3 N m Q 14 16837-000 Q—LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q—LON2 WEATHER SEAL 0 w00i w 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C i o m m 0 0 fn Jo 2 0 _J 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 /C\, Z w w ILHn1 Q O m 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPINGm l W o 0 D 18 DOW 1199 AR SILICONE SEALANT o � 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a 0 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 m 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C U)0 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE w Fol' w u J 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS z 'Z w m J Z~ 24 10046-000 SPLINE 6.1' PVC 0 LL 0 w¢D_z 7HOF-U❑O 0Q0Z- C7 n O OO I-O-M 0: aEL¢0< Ow N O p O m ` O O w m f�f0� S F O 1-11 1+121 `� :•' :pp DATE 8/12/08 7SDALAS NOTED * E* HERMESF.NORERO FLORIDA P.E.NO.73778 DWG.BY. WBD T T ;•4U 398 E.DANIA BEACH BLVD. CNK BY.. S.FREY SUITE 338 DRAWING NO. I33004 JW008 N�i E?G���`` FBPE CE .R OF AUTH.NO.9578 SN �22D4