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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 n 6 a Y a 3 F erida D Wme iii SCIS Home ; Log In User Registration i Hot Topics ; Submit Surcharge Sats Fads Publications ; FBC Staff BCIS Site Map ! Links Search Busines , Professionalgo Product Approval USER:Public User Regulation 11t Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12509 R3 Application Type Revision Code Version 2014 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 Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 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 Product Approval Method Method 1 Option A Date Submitted 01/13/2015 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaH... 7/16/2015 Florida Building Code Online Page 2 of 3 Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/21/2015 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 R3 C CAC NI009861-R4 NOPC.odf 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 R3 II JW192008 SS 2015-01-07.Ddf Verified By: Hermes F. Norero,PE FL PE# 73778 Created by Independent Third Party: Yes Evaluation Reports FL12.509 R3 AE PER331.9 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 FL12S09 R3 C CAC NI009861-R4 NOPC.Ddf 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 R3 II JW192008 SS 2015-01-07.odf Verified By: Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R3 AE PER331.9 SS 2.015-01-07.pdf Created by Independent Third Party:Yes 12509.3 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 R3 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: FL1.2509 R3 II 3W122008 SS 2015-01-07.Ddf Verified By: Hermes F.Norero,PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL1.2509 R3 AE PER332.0 SS 2015-01-07.0 Created by Independent Third Party:Yes 12509.4 Finishield/Gladiator 12'-5"x 6'-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12509 R3 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 R3 II 3W122008 SS 201.5-01-07.Ddf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R3 AE PER3320 SS 2015-01-007,pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 emails 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 baro. Product Approval Accepts: kt9 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvG4Aty8UaH... 7/16/2015 MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE 1481/2"MAX OVERALL FRAME WIDTHJELI�EN® TO BE OF CORROSION RESISTANT MATERIAL 37 1/4"MAX OR CORROSION RESISTANT COATED. 371/4"MAX. 74"MAX. FRAME WIDTH FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH 35 3/4"MAX. GLAZEDI2-0x6.8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. 721/4"MAX. PANEL WIDTH > CC IDENTIFIED IN THE FBC. PANEL WIDTH DOUBLE PANEL WIDTH ED GENERAL NOTES SEE DETAIL A H 07- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEETS Z p J m THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 OTE 6 6 OTE 6 — D_ EL N SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN Z W 00 EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM UJ Y =00 E331-00 AND ASTM E330-02. 3 Q a 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED p n �Lo 211/8" 211/6" 211/8" 211/8" PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. NOTES: = MAX. MANY- MAX. p = W t` 2 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 1-ALL VIEWS FROM EXTERIOR. D.L.O. D. .O. D.L O. D.L.O. c7 'a Y a AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE 2_MULL POSTS&DOUBLE BACK = WIDTH DTH WID�i�I WIDTH o W MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ JAMBS ARE INTERCHANGEABLE. 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. w (SEE OPTIONAL CROSS SECTIONS) � 26 � z 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE w m ¢ REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR > a APPLICATIONS REQUIRING DP-45 OR 0 7 Q w 0 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, m p INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. 7 7 Q � INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS © 4-MASONRY AND CONCRETE INSTAL- NOTE 7 NOTE 4 0 0 BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. J 7.SCALE BASED ON 11x17 SHEET SIZE. 5-POSITION AND NUMBER OF C g 0 NOTE 2 25 N E p w N 0 ANCHORS IN HINGE JAMB,LATCH 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR C NOTE g 0(!) t= JAMB OR SIDELITE JAMB WILL BE \ / 0 z ¢ GREATER. THE SAME REGARDLESS OF ROUGHO— OPENING TYPE. FOR HORIZONTAL m y w CROSS SECTION IN 1X BUCK OPTION of p o IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED w0 O y ¢ SHEET 8 FOR DETAILS. x 0,6 m m U rn� . a DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN OTE 4 ASTRAGAL NOTE 4 Z w o w 5 6 SURFACE BOLT 6 DBL-BACK LL F c5 FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR JAMB MULL POST p SUBSTRATE WITH LMC ADHESIVE. DETAILS. MULL POST SEE NOTE 3 SEE DETAIL B w o CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNIT(OXXO) o EXPANED POLYSTYRENE(EPS). SCALE:112"=l'-O" M (7 a PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED (OUTSWING NON-IMPACT) FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED DESIGN PRESSURE RATING m m STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATIONy (9 a 3: LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED w z AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w F 38,400 psi.THE 1.68B"X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w r 0 0 w SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS �z w m ROLLED-FORMED GALVANIZED 25 GAUGE(.018"MINIMUM)STEEL. ¢ -j O¢ THE WOOD LOCK BLOCK IS 1.688"X 3 1/8"X 12"• POSITIVE *+45 +55 +30 POSITIVE +45 +55 z j w W z EL z uwD (7w¢aZ FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE O w F-=0 O NEGATIVE .45 -55 -45 NEGATIVE -45 -55 0 ❑z v CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OFA 0¢w ui=m NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM O 0 0 r❑ TABLEI KaOLD apw CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTSz a D¢O¢ Of SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) a a 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 o c 0 JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES TYP.ELEVATIONS&GENERAL NOTES N rn Bi C PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2 AL ELEVATIONS m A 5 D THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS R AND THRESHOLD WHERE A METAL STRIKE PLATES FASTENED TYPICAL ELEVATIONS VERTICAL CROSS SECTIONS&B.O.M. S F Digitally signed by Hermes F.Norero,P.E. ISTEAD 5 �p����EIIIO771�e:20 15.01.0714:55:55-05'00'document 0 L) m¢Z USING TWO#6 X 1 1/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS (--CH LENGTH ` �� Cam: 8112!08 BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO 7 RIZ NTAL CROSS SECTIONS I I •' THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER 8 HORIZONTAL CROSS SECTIONS _ 7; SCALE:AS NOTED 9 ANCHORING LOCATIONS&DETAILS HERMES F.NORERO STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& _* :* FLORIDA P.E.NO.73778 owc.BY. WBD 10 ANCHORING LOCATIONS&DETAILS 398 E.DANIA BEACH BLVD. THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE D T T (Y 11 ANCHORING LOCATIONS tV CHK BY: S.FREY EXTERIOR USING 1199 SILICONE. \ CH SUITE 338 2 UNIT COMPONENTS&DETAILS O .• ( P,?�<4 o+nwwcHo: 13 VENT LITE DETAIL \ Hacrrt �OOR 1 �T� G� ,�� DANIA BEACH,FL 33004 14 VENT LITE MATERIAL LIST \ HDGHr '''''S'9/0 ;EC�`,��� FBPE CERT.OF AUTH.NO.29578 sH�W I 00084 112"MAX.OVERALL FRAME WIDTH111 1/4"MAX.OVERALL FRAME WIDTH 371/4°MAX. 74"MAX. 371/4°MAX. 371/4°MAX. 371/2'MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. 36 3/8"WITH 35 3/4"MAX. p 35 3/4"MAX. 35 3/4"MAX. PANEL WIDTH ASTRAGAL PANEL WIDTH PANELWIDTH PANEL WIDTH NOTE OTE SEEDETAIL A p 6 6 SHEET 6 J cr 6 OTE 6 6 NOTE 6 SEE DETAIL A fn 0 SHEET 6 H J F 21 118" 'U 21�1y/8�" 21 1/8' Z O CL Q M 2 MAX MW w LL N r 21 1/8" 21 1/8° 21 1/8" w D.L.O. D .O. D.L O.' W Y =opo MAX. MAX. �W1AX. J WIDTH �dIDTH WID W D.L.O. D.L.O. D. O.' c9 nLo J WIDTH WIDTH WI D F G p = J LU i g= p 0 W Y 0_ 0 O ® w NOT O NOTE 4 m NOTE 4 e NOTE 4 `O D 0 0 NOTE 2 \ NOTE 5 o 8 8 �°NOTE 5 0 �- NO E 2 NOTE 2 m o � / NOTE 5 / NOTE 5 D w J so � / f _ FIXED / 'o w INACTIVE 1 ACTIVE Q o 00 FIXED FIXED ACTIVE OTE 4 ASTRAGAL-;7NOTE 4 g zz SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT 5 �O� S 5 NOTE 4 NOTE 4 SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B !MOO y w MULL POST SHOWN SURFACE BOLT l_vv_OTE4 SHEET 6 0,o' i j DBL-BACK JAMB MULL SEE NOTE 3 112°MAX.OVERALL FRAME WIDTH z w q w POST OPTIONAL 371/4"MAX. 371/2"MAX. 371/4"MAX. TRI UNIT IOXX)OR(XXO) �w w v, O TRI UNIT(OOX)OR fXOOI FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:112"=V �I U)-0" w o n- SCALE:1/2"=1'-0" 35 3/4"MAX. 353/4 MAX. o SEE DETAILA_ PANEL WIDTH PANEL WIDTH a U a SHEET 6 6 OTE 6 6 NOTE 6 U) Ohm F 21 118" Ve 21 1/8° 21 118° NOTES: w m w MAX MAX. 1-ALL VIEWS FROM EXTERIOR. m w 'w D.L.O. D.L O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z O F N = WIDTH WI Di WIDTH F (SEE OPTIONAL CROSS SECTIONS) F p a Z C; x 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING w O o O S2 ¢DP-45 OR LESS. o ui m o x 4-MASONRY AND CONCRETE INSTALLATION DETAILS. o a a O w O z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME v o NOT 4 NOTE 4 ° REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N o o w aD NOTE 2 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, N rn o NO 2 SEE SHEET 8 FOR DETAILS. a NOTE 5 6-FOR VERTIC t4M3Ht 4 N 1X BUCK OPTION IN � / MASONR �I{E 0 SHEET 6 FOR DETAILS. O m¢z I� ` •�O j DATE: 8112/08 FIXED ACTIVE FIXED - 7 s� AS NOTED f HERMES F.NORERO WBD FLORIDA P.E.NO.73778 NOT 4 NOTE 4 p T T Qj Z 398 E.DANIA BEACH BLVD. CHK.BV: S.FREY SEE DETAILS O •. C OP;: : SURE 338 DRAWING NO.: SHEET 6 SURFACE BOLT MULL POST SHOWN- TRI UNIT(OXO) iSS'••••• aC'��� DANIA BEACH,FL 33004 JW122008 SEE NOTE 3 DBPOST OPTIONAL LL SCALE:1/2'=l'-O" ��7j,ZONAL.E`` 11 FBPE CERT.OF AUTH.NO.29578 sHEEr 2 DF 14 O n CIDJ m 0 I-- J Z 0 Q M Z W LL00 W Y =00 74"MAX,OVERALL FRAME WIDTH Lo 721/4"MAX.PANEL WIDTH Q 74 3/4"MAX,OVERALL FRAME WIDTH SEE DETAIL A 371/2"MAX n J= 35 3/4"PANEL WIDTH 35 3/4"MAX. 35 3/4"MAX. SHEET 6 FRAME WIDTH Lu Y d SEE DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A 35 3/4"MAX cl) SHEET 6 in SHEET 6 PANEL WIDTH 36 3/8"WITH6 OTE 6 6 OTE ASTRAGAL 0TE6 S OTE 6 0 211/8" 211/8" o 21 1/8" 211 MAX. MAY 21 1/8 w w x MA�( w D.L.O. D.L.O. �p w D. .O. D. O. J WIDTH DTH O F- p. o t~» J DTH WID I o f o 0 J WIDTJ\I l'- 0§ z J 0 w _ p Cx7 (� u2 O W x J J w p F- F > Q w w G cS x JOO ¢ O w Xg m Q O p 7 J Lu w00 J W NO 4 O NOTE4 m Q z NO E4 0 8 , Xg 8 7 C ¢ m�X w m i:zNOTE 4 g z O OTE 4 a LL F N vw�i v \ / NOTE 5 NOTE 2 8 ^ o NOTE 4 '�° rn w oIL OTE 5 I` ` OTE 5 °P OTE 5 ❑m FIXED ACTIVE m L A I (l/ INACTIVE ACTIVE ACTIVE NOTE 4 6 OT 5 w w lteNOTE 4 NOTE 4 g W J SURFACE BOLT SEE DETAIL B SURFACE BOLT 5 ¢ O¢ ASTRAGAL SEE NOTE 3 SHEET 6 SEE NOTE 3 Z Z I,Un SEE DETAIL B j w x o 0 SURFACE BOLT SHEET 6 SEE DETAIL B SEE NOTE 3 SHEET 6 SINGLE UNIT (X) p¢w U' to DUAL UNIT (0X1 OR (XON SCALE: 1/2" =1'-0" a d0 w DUAL UNIT ( SCALE: 1/2" =1'-0" a NOTES: v N F 1-ALL VIEWS FROM EXTERIOR. N ao 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. za (SEE OPTIONAL CROSS SECTIONS) 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING `N izvES F ��iU 00-:(z DP-45 OR LESS. 4-MASONRY AND CONCRETE INSTALLATION DETAILS. DA*' 8/12/08 Z;' p0 r AS NOTED 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, z scnF LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME _* * HERMES F.NORERO DING.BY: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL T T p FLORIDA P.E.NO.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, = 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY 0T•'• P• ��� SUITE 338 DRAWING NO. SEE SHEET 8 FOR DETAILS. ��N 1X BUCK OPTION IN �SS•' ••••.• G��,� DANIA BEACH,FL 33004 JW122008 6 MASONRY/CONCRETE,ANCHOR EE SHEET 6 FOR DETAILS. i���'S`pN,15�?���` FBPE CERT.OF AUTH.NO.29578 SHEm 3 OF 14 105"MAX.OVERALL WIDTH 151/2"MAX 891/2"MAX.OVERALL WIDTH 371/2"MAX SEE DETAIL A FRAME WIDTH 151/2"MAX. 74 MAX.FRAME WIDTH FRAME WIDTH 36 318' SHEET 6 14"MAX FRAME WIDTH 36 3/8 WITH 35 314 MAX DETAIL A 35 3/4'MAX 5 3/4" 14"MAX. ASTRAGAL PANEL WIDTH SHEET 6 PANEL WIDTH CD MAX W/ASTRAGAL PANEL WIDTH PANEL WIDTH D.L.O. OTE 6 NOTE 6 6 NOTE 6 SEE DETAIL A 6 j 5 3/4" SHEET 6 MAX.D.L.O. 6 OTE 6 O�E6 m 0 I-- U J Z_ O -j cv') 21 7 �1 1/8" - / 19 518° 0 D- LL N NOTE MAX.Ff L.O. MN.D.L.O. 21 118, �1 1/8" D.L.O. d U1 Y =00 (9 NOT 2 4{O. M/0(D.L.O. WIDTH Q't / \ Lo Jo 7 p 7 z: g w = w W n g= x s O NOTE 2 7 wwj w c� Y a 4 D W NOT O NOTE 4 m NOTE 4 O NOTE 4 O NOTE 4 a xx O NOTE 4 NOTE A m m " m NOTE 5 A r m r O NOTE m / �rp MOVES mow NIED INACTIVE ACTIVE FIXED \ ¢o N . 11FI D INACTIVE ACTIVE 1 ACTIVE oz m NOTE 4 SURFACE BOLT O 5 6 6 SEE NOTE 3 QUAD UNIT OXXO) NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT O � OTE 4 ASTRAGAL SCALE: 1 2� =1'-0" 5 SEE DETAIL B 5 SEE NOTE 3 O❑ > SEE DETAIL B � NOTE 4 SEE DETAIL B w 0 0r w SHEET 6 ASTRAGAL SHEET 6 SHEET 6 Yo.? m w SINGLE VENT UNIT (X) w�x 68 1/2°MAX.OVERALL WIDTH 53"MAX.OVERALL WIDTH 0 0 � ?w Q w SCALE: 1 2" =1'-O' SCALE: 1 2" =1'-O" wf- v 37 1/2°MAX. 15 1/2"MAX. 37 1/2"MAX. m•- a D. FRAME WIDTH FRAME WIDTH FRAME WIDTH NO E 6 35 3/4'MAX. w o 35 3/4"MAX. 15112"MAX. 14"MAX.PANEL WIDTH PANEL WIDTH O o � 5314"01 PANEL WIDTH FRAME WIDTH NOTFT6 a (9 MAX.D.L. 14'MAX. 5 3/4"MAX.D.L.O. '-%OTE 6 6 m m SEE DETAIL A OTE 6 I I PANEL WIDTH ❑} SEED TAIL A SHEET 6 SHEET 6 NOTES: w m J 1 1/8" 1-ALL VIEWS FROM EXTERIOR. 0 M .D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. z F.m MAX�.L.O. \ �- (SEE OPTIONAL CROSS SECTIONS) U w=o Oz r = 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING o~¢O O m _ 1 w DP-05 OR LESS. O❑w=> 0 _ ❑ NOTE 4 m w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. ma j a U wm Lu q T w w 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, p NOTE 2 w �¢ NOTE 4 0 LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o o rn NOTE 4 a O a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL v N m tw m NOTE O NOTE4 O CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, �' a o SEE SHEET 8 F TAILS. L NOTE2- / ^ 0 6-FOR VERT� jljl 1X BUCK OPTION IN 8 ` +��CTIVE MASONl;� E HEET 6 FOR DETAILS. z E 5NO E 5 .(! O E 5 4�; Q S- DAA 8/12/08 � saLE:AS NOTED ACTIVE FIXED FI D = T T HERMES F.NORERO DWG.BY: WBD SEE DETAIL B SEE DETAIL B FLORIDA P.E.NO.73778 SHEET 6 SHEET 6 �0�:, P �� 398 E.DANIA BEACH BLVD. CHK.BY. S.FREY NOTE 4 _ �� SUITE 338 DRAWING NO.: NOTE 4 5 5 5 6 DANIA BEACH,FL 33004 NOTE 4 6 6 SURFACE SEE NOTE LT TRI UNI 1 (O -'1 -0" SCALE- 1�LORD"(XO) 6 NOTE 4 _SURFACE SEE NOTE 3 T ����i�S�ON';E?����, FBPE CERT.OF AUTH.NO.29578 SHE 4 2__OF_14_ 1" 1"MIN 1^ Item DESCRIPTION Material MIN. 1"MIN MIN. MIN. 1"MIN 1 HINGE JAMB(11/4-0-5/8'FINGERJOINTED PINE PINE 2 HEAD JAMB 1 114°x4-518°FINGERJOINTED PINE PINE o ra 5 28 2 5 28 N 2 5 28 3 LATCH JAMB 1-1/4'x4.5/8°FINGERJOINTED PINE PINE n w OTE 1 w OTE 1 w OTE 1 4 SIDELITE JAMB 1-1/4'x45/8"FINGERJOINTED PINE PINE O rn z SHEET 6 _°-•� SHEET 6 � SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 11/2"MIN.EMBEDMENT STEEL J cc o= 29 g 29 29 6 4"x 4°BUTT HINGE 12GA. .089"MIN STEEL Do O w a= 7 #8 x 314"PHILLIPS FLATHEAD WOOD SCREW STEEL F- Uj 2 m 2 2 8 #8 x 1112"PHILLIPS FLATHEAD WOOD SCREW STEEL U cr J 9 3116"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z O Q CQ M 10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL 2 W W Do 47 t=- 11 AFCO A-297 OUTSWING BUMPER SILL 6063.75 UCOMPJPVC W Y F D� SEE DETAIL A g 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVL Q 16 SEE DETAIL A 36 = p n Lb SHEET 12 37 N 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-OLH-Rl7 6063-T6 AL ALUMINUM J ah _ 10 SHEET 12 16 SEE DETAIL 16 14 #8 X V PHILLIPS PAN HEAD SHEET METAL SCREW STEEL � Y 0_ 31 A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEEL 31 16 TOP RAIL LAMINATED VENEER LUMBER LVL 30 45 46 30 17 BOTTOM RAIL 25GA 0.01 B° GALVANIZED STEEL STEEL 30 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 21 21 20 LOCK BLOCK 1.688 X 31/6"x 12"LG PINE PINE O 1.00"OA. 40 C 21 ODL LIP-LITE FRAME#686-BKWD NOA:#13-0219.03 POLY-PROP. o INSULATED 1.00"O.A. 22 1.00'O.A.INSULATED TEMPERED GLASS GLASS7 w O O 23 16 Ga.7/16"CROWN x 2'LONG STAPLES STEEL 0 w TEMPERED GLASS INSULATED i OUJ o r o w 24 CORRUGATED NAIL 112"x 11/16"25 GA STEEL rn z TEMPERED GLASS ~ g o 0 z O w O = 25 KWIKSET LOCK SERIES 400 STEEL o UO z O m x 26 KWIKSET DEADBOLT SERIES 980 STEEL g U) U Lu m w - z 27 # 8 x 2112'PHILLIPS FLATHEAD WOOD SCREW STEEL c7 m t- co SEE DETAIL A z SEE DETAIL A W r 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD w p O y SHEET 7 D Qa SHEET 7 z = 29 NON-COMPRESSION SHIM 1/4'MAX.THICKNESS WOOD =o m m 0 r x cn�lc KQ qz a 30 = 30 EXPANDED POLYSTYRENE 1.0 TO 1.25Ibs DENSITY MFG BY JELD WE FOAM 1w, w U g 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL W�J. a ¢w 22 / ti 31 A525 COMMERCIAL QUALITY 0.018"MIN.THICK.) ALVANIZED rn w o IL 32 VINYL DOOR BOTTOM SWEEP VINYL o � W m 21 X o ¢ 33 CORNER PADS 2°,LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a CD a °a SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIPOf o Y 30 O 34 #6 x 1 112"PHILLIPS WOOD SCREW STEEL 3 m N N 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL rn p 31 30 36 3/8"QUARTER ROUND MOULDING WOOD w ~O w w 40 37 SILICONE BEAD DOW 1199 SILICONE z w m 10 31 38 AFCO A496 THRESHOLD OPTIONAL 6063-T5 AUCOMP. z j w ¢ rn 17 39 ASTRAGAL THROW BOLT,STEEL ROD,5/16 DIA.x 18" STEEL o LL 0 w D z 7HOZH UDO 32 10 17 32 40 NES SURFACE BOLT#454 8.0"L X 3/4"W X 1/4"THK. STEEL ❑4 w- ui=vi 44 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a o a o D O w 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD D- ¢O¢ w 38 11 32 45 46 M 43 SEX BOLT 10-32 X 1-9116 LG X 5/16 BARREL STEEL c o 38 11 44 IVES SURFACE BOLT SPACERS STEEL w w o o w NIn NOTE 1 45 IVES SURFACE BOLT STRIKE PLATE STEEL Q rn�' I. SHEET 6 37 L 46 98 X 314"LG FLATHEAD WOOD R WS FOR STRIKE PLATE STEEL m a m o 5 5 NOTE 1 47 1 1/4"BRAD NAIL 18 G %%% iii STEEL p I HEET 6 NOTE 1 z I i. Z rm %Z ru 5 HEET6 : •.,'f1 i� DArE: 8/12108 w-�1 1" 28 w 1" 1"MIN 28 W 1^ 28 Z'° O scA�E:AS NOTED MIN 1"MIN MIN MIN 1'MIN HERMES F.NORERO -* *r FLORIDA P.E.NO.73778 DWG.BY. WBD VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, p T T 398 E.DANIA BEACH BLVD, cHx By: S.FREY A ACTIVE DOOR TYP. BSIDE LITE TYP. C SURFACE BOLTS TYP. ' 0 %n ° C P:'���: SUITE 338 DRAWING NO: 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION '���S............. G� � DANIA BEACH,FL 33004 JW122008 SCALE:3"=1'-0" `SJONA4 EN��� FBPE CERT.OF AUTH.NO.29578 SCALE:3"=1'-O" SCALE: /����tr�ll�����, SHEETS OF 14 1'MIN.EDGE V MIN.EDGE DISTANCE 1'MIN.EDGE DISTANCE 1'MIN.EDGE r DISTANCE DISTANCE ~ 1"MIN. I"MIN. m 1"MIN. m o 1"MIN. co Z 9 28 42 NOTE 2 w 9 28 42 NOTE 2 9 z J cr m O • •.. • a• v� gw i �'•• •e. •.e w Z o Q 29 2s 42 42 a LL a W Y= GDP 2 �_ 2 29 29 3: :5 Q a 47 � �N W w g= 36 0 �N 2 2 t ch Yd SEE DETAIL SEE DETAIL 37 16 w SEE DETAIL SEE DETAIL A SHEET 10 SHEET 10 SHEET 12 10 31 SHEET 12 1 MIN.EDGE 1'MIN.EDGE 30 30 31 CCROSS • DISTANCE DISTANCE C o 0 V S 0 0 6 FIXED UNIT 1X BUCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTION IN o 21 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w w SCALE:3"=1'-O" SCALE:3"=1'-0" 0 o w Q INSULA ED Q INSULATED p <00 2 0 0 TEMPERED GLASS -' 1 5/8" PANELOF \ B o Z o TEMPERED GLASS o f 0 F 1/8" EDGE O 30: ' 0 w 0 / PANEL \ -'0 0 -6 U) O r W ;0 Lu Ill J F.. J -� c0 I 1 y K U D' SEE DETAIL m Z SEE DETAIL A''""""�� Z I I 1 1 N y O SHEET 7 ¢� SHEET 7 \ a 1 / m o 0 w \ > XXX w o 22 6/8" O m m / a 21 ! / DETAIL A SURFACE DETAIL B SURFACE a > BOLT TOP LOCATION BOLT BOTTOM LOCATION 30 N %~ SCALE:2°=1'-0" SCALE:2"=1'-0" w W m 30ZFN 31 �w Vo0 NOTES: 31 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. 0 o w=N 10 17 17 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS EL j a U SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET B. v 0 1" 37 32 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW o -,!R Lu MIN 1" 37 CONFIGURATION. `� a p 38 11 38 11 MIN 4. OPTIONALLY,ANCHORS CAk IR[MC&q IN NARROW SECTION OF HEAD OR]AMB 1 32 L_ AS LONG AS MINIMUM`F�jt$ §ERCT �rED. O m¢0 '.f0 DATE 8/12/08 e • e �' 4 •d •' 4 srAi F.AS NOTED °'• '' g e'• 9 =* * HERMES F.NORERO DWG.BY. WBD g m g m I 9 T T FLORIDA P.E.NO.73778 w �1 tv 398 E.DAN BEACH BLVD. CHK.BY. S.FREY MIN MIN 11~~ MIN MIN. %On••. C OP•'���: SURE 338 DRAWING NO-' B VERTICAL CROSS SECTION SIDE LITE TYP. ���FS+•'" Com � DANIA BEACH,FL 33004 JW122008 A ERTICAL CROSS SECTION,ACTIVE DOOR MASONRY AND CONCRETE INSTALLATION TMP SCALOE:3Y AND CONCRETE INSTALLATION i�B�ON�i E�`��� FBPE CERT.OF RUTH.N0.29578 SHEET 6 OF 14 SCALE:3"=1'-0" 1 114" 114 MAX. 1 MIN.'MBI 29 'HIM SEE DETAIL A 12 y T T13 10 10 3 z 4 SHEET 12 3 10 2 2 37 nn 21 CD 31 31 30 21 22 19 (p 92 0) 18 > z o z m 14 SEE NOTE 3 9 NOTE 2g 47 rj) 23 NOTE 236 EE NOTE 2 4 8 6 7 INACTIVE EXTERIOR Ir -j -j EXTERIOR z o a) - EXTERIOR EXTERIOR rCEL < . LL C-i NOTE 4 28 42 36 47 "\ HORIZONTAL CROSS SECTION t�D HOR17ONTAL CROSS SECTION ;e w co rB-'\ HORIZONTAL CROSS SECTION SCALE: 2"=1'-0" ' �7SCALE: 2"=1'-0" LU OD rA-' SECTION kZ,/SCALE: 2"=1'-0" -,t MASONRY & CONCRETE INSTALL Lo SEE DETAIL A 1/4 MAX. j C.) SCALE: 2"=1'-0" LLI r- :�± 1/4"MAX.. 4:�SEE NOTE 4 1/4"MAX. 3 SHEET 12 3 SHIM cl) �e CL 1/4"MAX. RHIM 1 112" 1 1/2" SHIM1 1/4" SEE DETAIL MIN.EMS. 1 SEE DETAIL A 4 MIN.EMB. SEE DETAIL A MIN.EMB. SHEET 12 SHEET 12 SHEET 12 z 30 33 4:i 5 -5 2 1 3 lu of 0 0 2! t.- 5 SEE NOTE 1 C3 z Lu 0 E LU 9am 5 SEE NOTE 1 Wow SEE 30 0 w w SEE NOTE 2@3(@ 6 NOTE I EXTERIOR 8 EXTERIOR rH HORIZONTA CROSS SECTION <00 U) \,�7 WOOD INSTALLATION 502 U) EXTERIOR -AL CROSS SECTION SCALE: 2"=1'-0" 35 :5 0 0 �:3: w HORIZO� SE ON WOOD INSTALLATION 37 (9 (n L) t'E"�HORIZONTAL CROSS SECTION MASONRY & CONCRETE INSTALL SCALE: 2"=l'-0. 10 0 op_? 00 WOOD INSTALLATION SCALE: 2"=1'-0" 21 30 31 831 30 21 :E C319 z 19 SCALE: 2"=1'-O" 22 w 0 MA,,_ A SHIM 4 M, 1 114" x F MAX. 0 It 1/4'MAX. 1/4' MIN.EMB. LL F-c� 0 SHIM SHIM — 3 U)F, SEE DETAIL A SEE DETAIL A 019 31 30 18 7 2 :D Lu 0 4 SHEET 12 4 a SHEET 12 0 EE NOTE 2 a C7 EL18 I 2 0 38 SEE NOTE EXTERIOR co z U) 2 121 4 7 EXTERIOR HORIZONTAL CROSS SECTION 9) SCALE: 2"=1'-0" Lu Lu 9 EXTERIOR EXTERIOR 9 /`�K HORIZONTAL CROSS SECTION NOTES: co 1� 6 4 3 SEE NOTE 2 SEE NOTE 2 A 4 3 kZ,/SCALE: 2"=1'-0" 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9.10,811. < 0 Z EE NOTE 4 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). 1--olZ a fn f)Lu jl`� HORIZONTAL CROSS SEco uj(9 E2 HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR 913: Z)!i 0 Q WOOD INSTALLATION MASONRY & CONCRETE INSTALL FROM BOTTOM:1/2*,2",31/2",20",243/4". 2 R 'Q lu SCALE: 2"=1'-O" SCALE: 2"=1'-O" FROM TOP:1/2",2',3 1/2%20",24 3/4',39". EL Z) Iw _(2�8&42 EE NOTE 4 4.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS 1 114" 'MAX. rQV-QN MIN.EMB. 1 112' SHIM SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET B. N cow 1/4°MAX. MIN.EMB.] 4 N SEE DETAIL A 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD a SHIM SEE DETAILA SHEET 12 ANCHOR SCREW CONFIGURATION. i`4 Z5 a 2E t SHEET 12 21 SS BITE 6.OPTIC)NALLY.ANCW%�hMWgMIWPEDIN NARROW 31 DOW 1199 SILICONE 10 SECTION OF H!10 S MINIMUM EMBEDMENT IS ACHIEVED. 0 m<oz 31 ,,T� Z 10 18 1/8"TEMERED GLASS DATE: 8112108 0 z 3/4"AIRSPACE SCALF.AS NOTED 7 (9 HERMES F.NORERO 8 29 6 7 13/4" FLORIDA P.E.NO.73778 DWO.BY: WBD 3p 28 EXTERIOR cc : EXTERIOR Qj Z 398 E.DANIA BEACH BLVD. MC BY. S.FREY • 0 LL q 1, x, �* SUITE 338 DRAMNG NO.: M HORIZONTAL CROSS SECTION ..... I M HORIZONTAL CROSS SECTION GLAZING DETAILRED GLASS DANIA BEACH,FL 33004578 3004 JW122008 Z�MASONRY & CONCRETE INSTALL \,�WOOD INSTALLATION SCALE: 6"=1'-0" NAI� FBPE CERT.OF AUTH.NO.29578FS— SCALE: 2"=1'-O" SCALE: 2"=1'-0" 111111loO SHEET? OF 14 14 INOTE4 3 10 a3 SEEDETAILA 114'MAX. 9@ 1"". 218 18 SHEET 1 14 SHIM ".N.E.S. 3 3 18 3 2 2 3 30 2 3 1 C) 3 z co > o co 2� Lf) SEE NOTE 2 EXTERIOR SEE NOTE 2 Q 'r SEE NOTE 2 EXTERIOR SEE NOTE 2 z o c.) SEE NOTE 2 EXTERIOR EXTERIOR IL LL Cli Z LU cc) A'\HOR17ONTAL CROSS SECTION rB-'\HORIZONTAL CROSS pHORIZONTAL CROS SECTI;N w Y oc) SCALE: 2"=1'-0" 8 SCALE: 2"=1'-0" MASONRY & CONCRETE INSTALL HOR17 cl Ln rC ONTAL CROSS SECTION \,§,/SCALE: 2"=1'-O" SCALE: 2"=l'-O" _j cl) SEE DETAIL A 1 114" LLI N SEE DETAIL A 1 2" 5 SHEET 12 MIN.EMS. uj c') z= SHEET 12 Mil 1' 3 4 1.EMS. o w 0 wz 42 :wi u) 0 11/4"MI uj z S2 m 0[@4 19 z 2 30 3 M EMBEDMENT 0 0 z SEE DETAIL A 0 Pool .... . ... SHEET 12 uDl"d NOTE 4 5; 8 @0 (07/C461 r3 0 w I Lu 7 6 3H w ow�- w 1 114"MAX. u) (0 EXTERIOR — EXTERIOR EXTERIOR o 0 en SHIM 1/' S EXTERIOR 1 0 MAX• NOT 2 Ei4 0 Z (n SHIM 9 O;E 0 U\@ 153:. G� HORIZONTAL CROSS SECTION /�F 1/a'MAX.KE HORIZONTAL CROSS SECTION Q HORI70NTAL CROSS SECTION SHIM o 0:3 ��WOOD INSTALLATION \,�MASONRY & CONCRETE INSTALL 8 /SCALE: 2"=1'-0" L )SS SECTION �00 <' SCALE: 2"=1'-0" SCALE: 2"=1'-0" w 0 m z FIXED UNIT IX BUCK OPTION IN x: . v)�w 0 2i 1 1/4" 1 112* SEE DETAIL A MASONRY & CONCRETE INSTALL 2w- w N 1/4"MAX MIN.EM 114"MAX- SEE DETAILA MIN SHEET (LEFT—HAND ANCHOR SHOWN,RIGHT—HAND ANCHOR SIMILAR) 5:w9 w R *EMB. I-�! w 0 SHIM WE < SHIM SHEET 10 j-- Ld cc x SEE DETAIL A 19 118" :3 1112' 3 uj a SHEET lu gn -ql u) TEMPERED w ED w o MIN.EMS IT �2DQ p3l 4 o w z 21 4 21 22 7= . 2� S2 11/4"MIN. m 2 10 25 EMBEDME u) .1 10 19 25 20 31 1/2' 9 4 AIRSPACE 30 w w it 2 30 u) z EXTERIOR 1/41 MAX.--i SEE DETAIL A w 5 27 (3 EXTERIOR uj (9 SHIM SHEET 12 z z 2829 z. (n NOTE 4 28 4 MODEL 799 VENTED HALF LITE -01,z HORIZONTAL CROSS SECTION w 1N H ri 00 HORIZONTAL \,�WOOD INSTALLATION om -CROSS SECTION ORI z Lq.> WOOD INSTALLATION MASONRY & CONCRETE INSTALL SCALE 2"=V-0" EXTERIORwSCALE: 2"=1'-0" SCALE: 2"=1'-0" IL w 1/4"MAX. 1 114" SEE DETAIL A NOTES: SHIM— MIN.E w SHEET 12i FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,811. H RIZONTAL CROSS SECTION 2 31 1/8' 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). OPERATING UNIT 1 X BUCK OPTION IN 2! 1 1 2 u') EMPERED CONCRETE INSTALL 5 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: $01461& FROM BOTTOM:1/2',2',3 1/2",20",24 314". (LEFT-HAN qR RIGHT-HAND ANCHOR SIMILAR) FROM TOP:11T.2",3 1/2",20",24 3/4",39". DATE: 8/12108 2! 4.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS 0 2 1/2" 7 scA-AS NOTED \�SHEET 6. HORIZONTAL SECTIONS:DETAILS\�SHEET8. RERO - W4 SPACE DWG.By. WBD @/AIR HERMES F.NO 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD Cl: FLORIDA P.E.NO.73778 MAX. 9 1/4" AX. cNw sr: S.FREY ANCHOR SCREW CONFIGURATION. 4?j -Z 398 E.DANIA BEACH BLVD. 40 - SH MODEL 799 VENTED HALF LITE I SUITE 338 rK"\HORIZONTAL CROSS SECTION 6.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ;'%�. ......... DANIA BEACH,FL 33004 MASONRY AND CONCRETE INSTALLATION SECTION OF HEAD OR JAMS AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. "-',f'o/0N FBPE CERT.OF AUTH.NO.29578 sheer 8 of 14 SCALE:2"=V-0" "'till 11 SEE DETAIL E a. � SHT.9 SEE SEE DETAIL A SHT.9 SHT.9ETAIL A o fO SEE DETAIL A —� n L 5"NP SHT.10 0 � aEL 9"NP SEE DETAIL D g"NP J 0 6"NP SHT.10 SEE DETAIL A SEE DETAIL A m "NP 3"NP rSHT.10 5"NP 8"NP SHT.10 d J V J3'NP D_ I w I I 1 1 1 1 1 1 1 I I I 21 I _ I IIIIIII /\ z a 00w LULL I x _ = o _ -22z" _ _ _ I _ p M X I SEE NOTE 2 -32" w a 111 n _ -� M Y D_ iz u- BL JAM S pPTIONAL �2" I (WOOD INSTALL) g j j c�,�° - I 1 �2' - m _ (MASONRY INSTALL) g _ c (WOOD INSTALL)5 I p SEE DETAIL B o (MASONRY INSTALL)g 72" ' aoD i o ` SHT.10 _ N g" I w-3 / 5 WOOD INSTALL) I I IIIIIII I I Ile,1I i I I I I I I I I 1 0LJJ o F z SEE DETAIL F J MASONRY INSTALL) J W Un O SHT.9 P ¢o O ,_. ANCHORING LOCATIONS en 0 OUTSWING SINGLE UNIT (X) SEE DETAIL e 5 Iw 3 p SEE DETAIL B �7 I ¢ SCALE: 3/8" =1 -0" SEE DETAIL C SHT.10 SEE DETAIL C� SHT.10 oxo? Z SHT.9 w p O y o SHT.9 ANCHORING LOCATIONS DOUBLE ANCHORING LO%IONS DOUBLE EEO co m Cc! OUTSWING UNIT W/ 1 SIDELITE (XXO) OUTSWING UNIT (XX) Z W o w V SCALE: 3/8" =1'-0" SCALE: 3/8" =1 -0" m F N N z u m0 cc ¢ NOTES: o NOTE 7 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR o ~ NOTE 7 AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR a C7 4 TOTAL OF NINE FASTENERS PER SIDE m m 8 \ 7 1 I 2. CORRUGATED FASTENERS ARE UTLIZED ON DOUBLE BACK JAMBS c 1 NOTE 6 o D / ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. NOTE 6 0 D 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w w W 7 4. SEE SHEET '10 FOR SIDELTTE FASTENER LOCATIONS. Z Z r w DETAIL C 5. SEE SHEET 10 FOR SIDEUTE BRAD NAIL LOCATIONS FOR 81000 Z DETAIL D QUARTER ROUND MOULDING ATTACHMENT. o Q 0 uJ LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT pow x DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a d p 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 LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN dt o PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-O" o rn BOLT STRIKE THE FIELD. oN Q r SCALE: 1/2" =1'-0" 4s 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. `= a O o NOTE 7(g'-1 SURFACE BOLT HO E ALSO DRILLED AT FABRICATIONWHEN / BOLT LOCATI01;$% INED. STRIKE PLATES ARE ATTACHED IN THE AW. SES O U m<z y� : O DATE 8I12IO6 / o 7 _ scALE:AS NOTED * HERMES F.NORERO* Dwc.sv: WBD 46 FLORIDA P.E.NO.73778 45 NOTE 7 T T : 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY SUITE 338 DRAW NG NO.: DETAIL DETAIL ILDANIA BEACH,FIL 33004 122006 ACE BOLT PLATE SURFACE BOLT '�� `S�ONAIE�G% `� FBPECERT.OFAUTH.NO.29578 SURFACE SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-O" 7j1,111110W,% SHEET OF 14 SEE DETAIL E SEE DETAIL A SHT.9 �l SHT.9 . � g o m SEE DETAIL C O rn SEE DETAIL C SEE DETAIL D SHT.10 > IL a 5"Typ SHT.10 SHT.10 5"TYP 9"TYp SEE m ;o, J O co 9"TYP 9"TYpF 6"TYP SEE DETAIL DETAIL A it A U F6"TYP 6"TYP SEE DETAIL A 3"TYP D SHT. FSHT.10 n SEE z 0 J M 3"TYP f3-TYP SHT.10 2 - w DETAIL D Y =C\j I I II II I II II I I SHEET9 Z 1 I 11 11 1 III III I 11 1 1 I = I I 12" I co LU Ir-010 f I I I X12" I w _ I -22" SEE pJ M uI X - _ IL SEE NOTE 2 DETAIL B W ^ _ L I -221" t MULL POST -32" i ^ SHEET9 M Y a xEL w s — MULL POSTSSEE NOTE 2 32" LL — —42" _ moo - 1 _ 2 1 DBL ABS -42 OPTIONAL -52" i DBLJAMBS m _ (WOOD I TALL) 5 g I I OPTION i L -52" I m (MASONRY 1 TALL)9 �2" 0 m -iz (WOOD INSTALL)5 -62" - TYP 72" - om i MASONRY INSTALL 9 i i I _ I /'78� I _ + + w w m \ LLL TYP I 72" L I I III I I I I 1 1 Y I t I I i p o� zO I I III III I III I11 III ,78 I LATCH AND HINGE g O z 00 E MULLIONS m SEE DETAIL B / SEE TYP FOR ALL FRAMES 0�cn O 2 SHT.10 SEE DETAIL F J SCALE:1/2"=1'-0" p Im C7. SHT.9 DETAIL B w 00 0 Z 0 SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT.10 p 0"ry SHT.9 OUTSWING UNIT W/2 SIDELITE(OXXO) ANCHORING LOCATIONS SINGLE 36 11 z w q w v SCALE:3/8"=V-0" OUTSWING UNIT W/2 SIDELITE(0X0) 2 Q LL F a w Z SCALE:318"=1'-O" 23 m am ¢ Lu 0 1 3 4 w a 2 o 1 3 4 03mm DETAIL A DETAIL B _ TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS N 23 4p SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" w m Io Z z Q _ 27 Z Z NOTES: 0 Q a z ' 1 .CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR D r U o O g AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1",FOR oO o ui=> n z 24 TOTAL OF NINE FASTENERS PER SIDE. a E a O K 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o _ 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. N N o w Z 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MO IN[3YtTT, HMENT. 6. ALL VIE �I�fO� O m¢°z 35 DATE: 8/12/08 _ scALE.AS NOTED HERMES F.NORERO FLORIDA P.E.NO.73T78 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D 11 :• T T 398 E.DANIA BEACH BLVD. cHK.er: S.FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB %0c. OP'���� SUITE 338 DRAINING NO. SCALE: 3/8" = 1'-0" SCALE: 3�6" = 1'-0" �yp FIOR HEAD TO MULL POST SCALE:1-1/2"=1'-0" '�i��S`S�........... ""�r1G����� DANIA BEACH,FL 330D4 JW 122008 SCALE:1-1/2"=1'-0" �i����t N;;`,`��� FBPE CERT.OF AUTH.N0.29578 SHEETIO OF 14 EHE SEE DETAIL A F77-�i... SHEET SEE DETAIL A (L—i F5"TYP SEE DETAIL A SHT.10co —5"TYP SHEET r- 6!Ty-.TyP p SEE DETAIL D� 9a) " YP 9 TYP > jf3-TYP SHT.10 61 TYP 6'TY �j 'f SEE DETAIL A co N 1 3"!TYP SHT.10 F- rj) 2-- G M -i Id, 7 z o Qty', X LU LL C'j -2-21�1- 2� LU co CL EE DETAIL C Lu LU Y Do SHT.10 1 ! x SEE DETAIL C -32- Ill w SHT.10 SEE NOTE 2 a: cl r-, Lo -42-- I w co ,/-MULL POST � DBLJAMBS --52" OPTIONAL LL (WOOD INSTALL)4,52" -62- MULL POST (MASONRY INSTALL) 9 1 1 T -72' -0 (WOOD INSTALL)5 0 I I Ily (MASONRY INSTALL)9 I p fit Typ\� 0 p I a ui F1 o SEE DETAIL B 0,a I, z SHT.10 SEE DETAIL B 9 SEE DETAIL C—/ SHT. F- V)SHT.10 a0z SHT.9 ANCHORING LOCATIONS DOUBLE -�30: 0 In OUTSWING UNIT W/ SIDELITE (OXKM SEE DETAIL C--lx 0-i SCALE: 618'- =1'-0SHT.9 m Lu 0 0 ANCHORING LOCAT?NS DOUBLE3:0L ED SEE DETAIL E OUTSWtNG UNIT w 1 SIDEI ITF (DXX) - x 2 0 SEE DETAIL E w SHT.9 SCALE: 3/8" =1'-O" z U-F- SHT.9 uj 0 FEE F 0 < IL S"TYP EL 0 9 'P SEE DETAIL D 0: TN SHT.10 5"TYP 91,TYPI 6"TYP. a E SEE DETAIL A Go co SEE DETAIL C AND EXTERIOR SURFACES AT SPACING SHOWN,+1-1-,FOR z 3'TYP. cS E DETAIL A 6 ;y -SHT'10 U) SHT.10 &3P.P* ------- j I\ NOTES: uJ mw tSEE DETAIL C 2' 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR SHT.10 w TOTAL OF NINE FASTENERS PER SIDE. a-z m 11 w - SHT.10 0 i-u SEE N0lrE 2 x 1� 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK 51,-Ono w w a. paw W LD D DBL JAMBS -32' 2 POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. 20 R OPTIONAL 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. CE a-a:0 -42* -- 2--w U. -42* LL 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. MULL POST 2' 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER 1300 INSTALL} ROUND MOUNDING ATTACHMENT. 01 L S NRY INStLL') 6. ALL VIEWS FROM EXTERIOR. F- )OD INSTALL)5 62- _(MA & FB w (MASI!sIRY INSTALL)9 000 TMP -72� TYP ES F. 17 lyo.Z z DATE s112fG8 "-,-SEE DETAIL B 7 AS NOTED z HERMES F.NOR SEE DETAIL I SHT.10 FLORIDA P.E.NO.73778 DING-8y: WBD SHT.9 SEE DETAIL F 398 1-DANIA BEACH BLVD. cHK sy-. S.FREY ANCHORING SHT.9 SUITE 338 DRAWING NO.: SING ANCHORING LOCAT�NS SINGLE DANIA BEACH,FL 33004 t RING LOCAT�NS LE OUTSWING UNIT W L U (OX) 'r fiS ...... JW122008 OUTSW N.Q QN]i W 2 qlr%r-1 ITF (oxo) SCALE: 318- =1'-O"l SIDE AL FBPE CERT.OF AUTH.NO.29678 — lift atilt% - 1 .14 J_r-4518'---1 �* 4" 21/2" TONI ii-1t8"(MIN) 49116' r 5 3/8"---- -lT 1/2" Q 4 ODD JA B BUTT HINGE OPTIONAL OUTSWING THRESHOLD ( m O 1 FINGERJOINTED PINE 6 4.4x12 GA.STEEL AFCO A-496 O/S BUMPER SILL WITH PINE SUBSTRATE f„�AFCO A297 THRESHOLD _j 0 2 SCALE:3"=1'-O" SCALE:3"=1'-0" �1&DD-233-0 OUTSWING ADAPTOR BASE " 6063-T5 ALUMINUMICOMPOSlTE PLASTIC "'1 1 112" Q J SCALE:6"=1'-0" 3 SCALE:6"=11-01 35 MULL POST O. �Cy 4 LAMINATED VENEER LUMBER(LVL) Z Y _Do " SCALE:6'=I'-O' w LA B 1!8"-1r�1 X78' 1 1( 1/16 a N 1 3!8" )l—I� r �� 1l8" ��1 3/8" t JI t T B L ❑ � � -T 2"i ^ 1 1111 T- 3/8'-H!71/81 a �-T -'1 }'- WHINGE TILES AND RAILS 111/16 � ' A B j OP RAIL S TTOM R IL COMPRESSION t8" S ILE 17 25 GA.STEEL (1LATCH SIDE STILE�1WEATHERSTRIP SECTION A-A SECTION B-B AMINATED VENEER SCALE:3"=1'-0" y LAMINATED VENEER LUMBER(LVL) O VINYL L 650 ASTRAGAL(GLOBAL) LUMBER(LVL) SCALE:3"=1'-0" o VINYL r w w SCALE:6"=1=0" 6063-T6 ALUMINUM (,�WATA STRIKE I DEADBOLT SCALE:3"=1'-0" a o w SCALE:3"=1'-0" '6063 T6 ALUMINUM SCALE:3"=1'-0" a w 4c C3 0 z g - OS Z M NOTE: RO 1 3/4" 1.2"CUT ® = o.3 1/8" -1 1 314")- LENGTH io" O O7y jj/� -I- -41314"F- cs w% w Z (39,ASTRAGAL BOLT U. F N y -(1") 32 DOOR BOTTOM SWEEP 33 ORNER PADS MATERIAL:COLD ROLLED STEEL r va ¢ 24 LOCK BLOCK VINYL LA ZINC&YELLOW CHROMATE w o FINGERJOINTED PINE SCALE:3"=i'-0" SCALE:3"=1'-0" SCALE:3"=1'-W o 21 ODL LIP-L E FRA, N E p SCALE:3"=l'-D" POLYPROPYLENE En 10-1209.01) a U a SCALE:3"=11-0" 8 (� �--}-3t4" T I 2E I I Win* w z 2718" w r w 3/4"--'1 M }' 1 9/32" ! ¢ tw9 m _[ l�1 M O 0Otw-=09 0 0 111�tiC9a2 o N 45 IVES SURFACE BOLT STRIKE PLATE r� a?¢D.a a:U t 114"MIN. STEEL 44 IVES SURFACE BOLT SPACER �— °v a T 11132" SCALE:6"=1'-0" � IVo m DES SURFACE BOLT SCALE:3"=1'-0" 8 a N h Y� STEEL ( LVL DOUBLE BACK JAMB SCALE:3"=1'-T LAMINATED VENCWWILUbWR(LVL) 3/16"C-SINK. NOTE SCALE:6" S F. rrrrr' o U m¢z 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT ' p0 DAA: 8/12!08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8 JAMBS. 2-USE#8 x 21/2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. :* 7 sem:AS NOTED"* HERMES F.N 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. FLORIDA P.E ORERORERO. O 78 DWG.BY: WBD WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE AT SIDELITE SILLS. up [ T V, 398 398 E.DAN TEEEACH BLVD. DRAWING Sr. S.FREY 338 DETAIL - A "'•.•'���`Q� DANIA BEACH,FL 33004 JW122008 SCALE: 1/4" =V-0"'-0" rri/r�ON�`�110� SPE CERT.OF AUTH.NO.29578 s"ErU2 of 14 1 1/8"TEMPERE /2"AIRGAP 1/87TEMPERED SEE DETAIL Aci > CC 23 7/8' 11 16 18 m O B U 24 2 / 1 Z 0 C? 6 8 Z W LL Do 7 L 1 / W Y 00 m 2 0 � 5 SEE DETAIL B \g 18 3 W M Y d A A 8 4 4 DETAIL A 1 3/4"MAX GLAZING DETAIL 10 PANEL THK. AT HEAD RAIL o 0 21 VERTSEC ION OSS w O W Ill VENTED HALF 1/2"AIRGAP p w� 5 1/8"TEMPERE Qo0 z 1/8"TEMPERED oo? w 505 > 4 10 po n O LLI 9 2 11 =oaP m p 3 Zwo w B 15 Lu LLH-N N O OUTSIDE FRAME VIEW G Tlc-E ON R-R 10 j 0w o 0 VENTPh ED HALF INSIDE FRAME VIEW LITE 4 16 °O: a 15 a (� a SECTION A—A 11 4 3 m VENTED HALF 1/8"TEMPERE LITE 12 13 / 16 20 1/8"TEMPERED w 02 UJ J 14 1/27AIRGAP z o DETAIL B �❑¢a-z GLAZING DETAIL �w 7:00 ui 19 18 AT MEETING RAIL o¢ 0 12 Mai 23 18 INSIDE VIEW a�av / 17 22 24 o N NCw NOTES: a'D ,"`OSS F.Y j$*iET 14 FOR ITEM DESCRIPTIONS. -T- m¢Z DATE 811.2/08 7 sc F.AS NOTED * yf HER MES F.NORERO DWG.BY. WBD FLORIDA P.E.NO.73778 T T 398 E.DANIA BEACH BLVD. cHK.Br: S.FREY ' •. OP:' SUITE 338 DRAWING NO.: ,......... �G� �� DANIA BEACH,FL 33004 JW122008 BPE CERT.OF RUTH.NO.29578 sHmr13 OF 14 0 cD ci rn Q m O MATERIAL LIST (VENTED HALF LITE ONLY) tr _jH47 Ln ITEM PART NO. DESCRIPTION QYT MATERIAL Z_ O JQ M 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C WLL Cj onC 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 w Y =00 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C �' g Q a p t` �� 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER LU M Y a 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 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 0 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL O 0 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL o Luw F 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C o w 5J (n H J 12 16806-000 RIGHT LATCH 1 NYLON 6 00Z > w 131 16807-000 LEFT LATCH 1 NYLON 6 0 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL J o o J wo r w 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 /C\, To,? m 0 0 O (nJX � J 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C ?w c N J LL1"'NW 0 m 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING �I wo o 18 DOW 1199 AR SILICONE SEALANT o cc 0 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.. POLYFLEX WEATHERSTRIPPING a (9 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 U) 0 m 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w 0 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE w w o w U)Lu JZ wm 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS zg z a w LL F-fn 24 10046-000 SPLINE 6.1' PVC 00wIL F" � ac1 w =o 0 �f-OZ —U O U wd0d O RUW a0aoa w V N O N N O O w N F 0 o U m a Z DATE: 8112/08 7sme AS NOTED * •;* HERMES F.NORERO DWG.BY: WBD FLORIDA P.E.NO.73778 T TInc Z: 398 E.DANIA BEACH BLVD. CHH.BY: S.FREY •. L OP:' SURE 338 DaAwiHc NO.: ieFS+S""' �C��O�� DANIA BEACH,FL 33004 JW122008 piliON,;E``��� FBPE CERT.OF AUTH.NO. SsHEET14 of 14