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HomeMy WebLinkAboutProduct Approval i 8/11/2016 Florida Building Code Online k Q � r z rFt� G'ppafttr'.eny+` BCIS Home Log In 1 user Registration Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff E BCIS Site Map E Links € Search Business �3 R Product Approval Professi gal USER:Public User Regulation _. 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 I 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 I , Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies I 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 i https:/Amww.florldabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagX12LAFDtuYZnurz7YzVMig%2b3llnA%3d%3d 1/3 8/11/2016 I Florida Building Code Online Date Submitted 01/13/2015 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 NI009861-114 NOPC.Ddf 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 FL12509 R3 AE PER3319 SS 2015-01-07.Ddf Created by Independent Third Party:Yes 12509.2 Fnishield/Gladiator 12'-5"x V-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.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.Ddf Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports i FL12509 R3 AE PER3319 SS 2015-01-07.Ddf Created by Independent Third Party: Yes 12509.3 Fnishield/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.Ddf 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 1W122008 SS 2015-01-07.Ddf Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R3 AE PER3320 SS 2015-01-07.Ddf Created by Independent Third Party: Yes I 12509.4 Fnishield/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.odf 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 IW122008 SS 2015-01-07.Ddf Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R3 AE PER3320 SS 2015-01-07.Ddf Created by Independent Third Party: Yes back �iext I 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 dick here. Product Approval Accepts: https:/Avww.floridabuilding.org/pr/pr app dtl.espx?param=wGEVXQwtDgvG4Aty8UaHdNWhagXl2LAFDtuYZnurz7YzVMig`/g2b3llnA%3dg/o3d 2/3 MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE J _L,��o TO BE OF CORROSION RESISTANT MATERIAL 148 1/2"MAX OVERALL FRAME WIDTH OR CORROSION RESISTANT COATED. 371/4"MAX. 74"MAX. 371/4"MAX. co FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH^ Q rn GLAZED 12-0x6-8 INSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. 721/4"MAX. 35 3/4'MAX. J 0C IDENTIFIED IN THE FBC. PANEL WIDTH DOUBLE PANEL WIDTH PANEL WIDTH-' m O GENERAL NOTES 3. ALL WOOD FRAMING IS TREATED INF SEE! ETAIL A 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH ACCORDANCE WITH WOOD PROTECTION SHEET 5 U THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE STANDARDS AS IDENTIFIED IN THE FBC OTE 6 OTE 6 Z a l¢ L SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN co EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM w Q FM-c0 E331-00 AND ASTM E330-02. y of J Q d' 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED 211/8" 211/8' 211/8" 21118 p h to PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. = MAX. _ MAJ MAX. _ 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED w D.L.O. D. .O. D.L O. D.L.O. J W co Y E- AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE = WIDTH DTH WID�'i�i WIDTH 0 = 'MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. 26uj 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE w REQUIRED FOR DOORS AND SIDELITES, p w 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, 6 z INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO Lj INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS DQ ?NOTE O NOTE 4 w BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. 6 25 w O w 7.SCALE BASED ON 11x17 SHEET SIZE. ,0 7 NOTE 2 N E °�' 000 z 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR a NOTE 6 <00 O GREATER. NOTES: °7 0 O O Q 1-ALL VIEWS FROM INTERIOR. ° y y g ? W 2-MULL POSTS&DOUBLE BACK O J w JAMBS ARE INTERCHANGEABLE. FIXED INACTNE ACTIVE FIXED �O z DOOR LEAF CONSTRUCTION: (SEE OPTIONAL CROSS SECTIONS) w o. m v FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND 3. BOLT NOT REQUIRED FO E20.f�c � n SUBSTRATE WITH LMC ADHESIVE. ASTRAGALw w APPLICATIONS REQUIRING DP-45 OR LESS. OTE 4 NOTE 4 DBL-BACK z u CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY 4 SURFACE BOLT \IT u EXPANED POLYSTYRENE(EPS). 4-MASONRY AND CONCRETE INSTALLATION JAMB MULL POST U DETAILS. MULL POST SEE NOTE 3 0 w rc PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED DETAIL B n w 0 cj FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, QUAD UNIT(OXXO) SHEET 5 00 it STEEL THE FACE SHEETS ARE BENT 90'OVER THE 1.686"X 1.0'LVL LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME SCALE:1/2"=1'-0" a di as (LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL (INSWING NON-IMPAC AVERAGE MIN.YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, TABLE 1 2 - 3 m 38,400 psi.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF SEE SHEET 8 FOR DETAILS. ROLLED FORMED GALVANIZED 25-GAUGE(.018'MINIMUM)STEEL. 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN DESIGN PRESSURE RATING(PSF) w O THE WOOD LOCK BLOCK IS 1.688"X 3 1/8'X 12'. MASONRY/CONCRETE, SEE SHEET 6 FOR WHERE WATER INFILTF2ATION WHERE WATER INFILTRATION w w~-z fnN JZ FRAME CONSTRUCTION:THE JAMBS&HEAD ARE CONSTRUCTED OF DETAILS. REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED z I z a w w WOOD.THE SILL IS COMPRISED OF AN ADJUSTABLE COMPOSITE WITH WITH z w 0.z O O WITHOUT WITHOUT MATERIAL WITH ALUMINUM CLADDING. TOP CORNERS ARE COPED, SURFACE BOLTS SURFACE BOLTS U w LL O O¢ O SURFACE BOLTS SURFACE BOLTS �O o z x x_ BUTTED,8 SEALED USING SILICONE AND FASTENED USING FOUR 0 z w-a U U m 16 GA.7/16"X 2"STAPLES PER CORNER. BOTTOM CORNERS ARE POSITIVE +45 +55 POSITIVE +45 +55 O TABLE OF CONTENTS w 2 0 a 0 W W�i COPED,BUTTED, "SEALED USING SILICONE AND FASTENED USING NEGATIVE .45 {5 NEGATIVE _A5 -05 a U¢O¢a a w THREE 16 GA.7/16"X 2'STAPLES PER CORNER.THE VERTICAL SHT# DESCRIPTION w o MULLIONS ARE FASTENED THROUGH THE HEAD&SILL USING THREE TYP ELEVATIONS&GENERAL NOTES *NOTE:UNIT SHALL BE INSTALLED AT LOCATION o #8X2-1/2"SCREWS PER END. A 5/8 HOLE IS DRILLED AT THE CENTER 2 TYPICAL ELEVATIONS PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) N a n R OF SILL ANDA PLASTIC COVER IS INSERTED TO RECEIVE THE 3 TYPICAL ELEVAT ONS RATIO-OH LENGTH/OH HEIGHT IS EQUAL TO,OR Digitally signed by Hermes F.Norero,P.E. m N A o BOTTOM ASTRAGAL BOLT.A 3/8'HOLE IS DRILLED AT THE CENTER VERTICAL CROSS SECTIONS B.O.M.SS SECTIONS GREATER THAN,1.0.ALL OTHER SCENARIOS DESIGN USING TWOF THE O#6 X HEAD ASCREWS TOND A LREC RECEIVE HE TOP ASSTRIKE PLATE IS TTRAGAL 6 HORIZONTAL ENED TE—RTICAL �ROSS SECTIONS PRESSURE LIMITED TO+19 PSF PER TEST REPORT;��� �SIF I+10'���Re son:I am bpte:2015 01 0714:54 53-05'00'roving this ment w 0 U m Z BOLT.EACH FIXED PANEL IS SECURED INTO THE FRAME USING 7 HORIZ.CROSS SECTIONS&DETAILS 1—OH�+cnH—I FOUR 16 GA.7/16"X 2"LONG STAPLES PER STILE FASTENED 8 ANCHORING LOCATIONS&DETAILS I �� ' p DATA 6125/08 THROUGH THE JAMBS. ALL MULLION JOINERY AND THE FIXED 9 ANCHORING LOCATIONS&DETAILS scue AS NOTED 7 PANELS/FRAME JOINERY ARE SEALED AT THE EXTERIOR USING ANCHORING LOCATIONS&DETAILS * _ * HERMES F.NORERO _1199-SILICONE. 11 ANCHORING LOCATIONS L p T T FLORIDA P.E.NO.73778 DwG BY: WBD -12- UNIT"COMPONENTS - - —cH"y--S.FREY- - 3 VENT LITE DETAIL \ H GEMrrt ��p p �� 398 E.-DANIA BEACH BLVD. 14 VENT LITE MATERIAL LIST ii'�•••'•..,,,,,,.• \���� SUITE 338 DRAWING NO.: HOCirt ,''iss�ON�ti � DANIABEACH FL 33004 19 FBPE CERT.OF AUTH,NO.29578 SNEET 1120084 O t` co 112'MAX.OVERALL FRAME WIDTH 111 1r4'MAX.OVERALL FRAME WIDTH 37 1/4'MAX. 37 t/4'MAX. 37 12'MAX. 37 114'MAX. 112'MA%.OVERALL FRAME WIDTHFRAME WIDTH FRAME WIDTH FRAME WIDTHFRAME WDTH774-MAX, FRAME WIDTH _35 3/4'MAX. H 353/4'MAX. 371/4'MAX. 37 12'MAX. 37 t/4'MAX. [�F 353/4•MAX. 35314'MAX. FRAMEWIDTH FRAME WIDTH FRAME WIDTHPANELWIDTH PANEL WIDTH FPANEL WIDTHL PANELWIDTH I �SEE DETAILA F35314'MAX. 353/6'MAX. V ' JNOTE6SHEET SSEE AILA SHEET6 PANELWID7Fi PANEL WIDTHQ SEE DETAILA OTEOTE6 SHEET S B O 6 NOTE 6 W Y =co W Aga 21 1/8' r 21 118• 21 1/81zt 1/8' '#'211/8-/ z1 ve• AV r 0 = MAX. MAX. _ x MAX._ _ 211/8' 211/8' _J ^ _ D.LO. D.L.D. D. O. D..0. D�JA�.O. D. O. MAX. 21 MAX - LLJ 2 WIDTH WIDTH Wi i WIDTH VTIDTH WID S2 D.L.O. p. D.L.O. Y d J p$2 0 W i WIDTH W H WIDTH = o 6 p a5 � \ / da ° aaNOT OE4NOTE NOTE4 NOE2 gNBNOTE4 NO O ` ONOTE NOTE �l NO 2 NOTE / NOTE y r r r I� r r u NOTE 0) FIXED FIXED ACTIVE I FlXED �D r r r 0_00 L INACTNE ACTIVE Q Cl 0 FIXED ACTIVE FIXED NOTE OTE4 OTE4 OTE4/ ASTRAGAL OTE g O Z Z MULLPOS7 SHOWN SURFACE BOLT MULL POST SHOWN J 6URFACE BOLT NO 4 OTE4 U, O DBL-BACK JAMB MULL SEE DETAIL B MULL POST SHOWN- 1r m F POST OPTIONAL SEE NOTE 3 SHEETS DBPOST JAMB MULL SEE NOTE 3 SrE DETAIL B SURFACE BOLT J O z j POST OPTIONAL SEE NOTE 3 OBL-BACK JAMB MULL ETAJ SHEETS POST OPTIONAL 2 C3 m J TRI UNIT(00X)OR(XOO) TRI UNIT(OXX)OR(XXO) SEE SH ET5 TRI UNIT(0X0) N w K w W ZWO vw u.F-A < U 74'MAX.OVERALL FRAME WIDTH 72 1/4'MAX.PANEL WIDTH 37 1/Y MAX 0 W O 35 3/4'PANEL WIDTH 74 3/4'MAX,OVERALL FRAME WIDTH— FRAME WIDTH K Q 11311 MAX.— 35 3/4'MAX. _I 35 3/4•MAX _ a O a SEE DETAILA SEE DETAILA SEE DETAILA PANEL WIDTH SHEET 5 PANL WIDTH PANEL WIDTH SHEET 5 SHEET 5 J tc co m 3 RAGRALH NOTE 6 °TEs oTE sFNOTES: y c7 oTEs 1-ALL VIEWS FROM INTERIOR 2-MULL POSTS&DOUBLE BACK JAMBS ARE r A'21 r INTERCHANGEABLE. (SEE OPTIONAL CROSS w q 118' 21 1/8' 27 t/8 = 21 118" z1 ve _ ,_ M SECTIONS) Z (9 0 c2 - Lo D. 0. D... o D�. o. 3-SURFACE BOLT NOT REQUIRED FOR Z Z m D °x wIOTH DTH Wnolrl �- ¢¢Z DTH WIDTH d = J _ APPLICATIONS REQUIRING DP-45 OR LESS. 0� x x O J u 4-MASONRY AND CONCRETE INSTALLATION 0 z U V m oW' > o i DETAILS. O2,= W W> 0 d ° g d o B D d 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, a v a o:of No 4 ID NO E 4 m a NO E4 e m OTE4 2 a LATCH JAMB,OR SIDELITE JAMB WILL BE THE SAME NOTEREGARDLESS OF ROUGH OPENING TYPE. FOR `r o i° ?t 4 m n m rn NOTE4 NOTE 2 y, S HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN a o u NOTES NOTES / MASONRY/CONCRETE•SEE SHEET 7 FOR DETAILS. N aNQ ' "oTE s r NOTE 5 6-FOR VE Timl#�NyCHOR IN 1X BUCK OPTION IN MA TS�TF SEE SHEET 5 FOR `O INACTNE ACTNE FlFl%ED ACTIVE AC7NE D 0 ,I� TF-TT,m¢Z SURFACE BOLT : DATE: 6125108 NOTE4 OTE4 OT SEE NOTE3 NOTE4 ; ..j:O ASTRAGAL SURFACE BOLT SEE DETAIL R 7 s AS NOTED SHEET 5 SEE DETAIL B �' *- SURFACE BOLT SEE NOTE 3 _ HERMES F.NORERO DWG.BY: WBD —— SEE DETAIL B SHEETS SEE NOTE SHEET 5- -- -- - ) -DUAL UNIT-(OX-OR-(X0) FLORIDA P.E.NO.73778 CHK,B.; S.FREY SINGLE UNR{� O ( P;�k/ 398 E.-DANIA BEACH —DRAWING NO. — BLVD. DUAL UNIT NX) '� ' �� SUITE338 , S?G``,` DANIABEACH FL FBPOFAUTH N0.29578 sHE 2192D0084 891/2"MAX.OVERALL WIDTH — 0 105'MAX.OVERALL WIDTH 15 1/2'MAX. CD 74"MAX.FRAME WIDTH — 68 1/2"MAX.OVERALL WIDTH FRAME WIDTH SEE DETAIL A 35 3!4'MAX 37 1/2"MAX, p m 15 1!2'MAX. 14"MAX. 36 3/8" SHEET 5 - PANEL WIDTH FRAME WIDTH J lr NOTE 6 FRAME WIDTH PANEL WIDTH SEE DETAIL A W/ASTRAGAL 35 3/4"MAX. 15 1/2"MAX. 00 0 14"MAX. SHEET 5 PANEL WIDTH FRAME WIDTH 6'MAX.D.L.O. upf PANEL WIDTH NOT 36 3/8"WIT J In OTE 6 I I 6'MAX,D,L.O. ASTRAGAL SEE DETAIL A Z 0O _I M OTE 61 �SHEET5 D N LL �' ' NOTE 14"MAX. Z Lll 00 21 1l' 1 1/8' F = I I pMO -IT OTE �I PANEL WIDTH J Q O AX�.L. AX\.L. w 21 1/8° '<2111/8" _ w = L. Ak�D.L = C7 � n Q= NO2TE J g p \� w = 1 1/8° ' co Y d ® Z d OT ANTE4 = w .D,L, m C7 N T ¢ 2 w O OM O 2 G. ® � 2 Owl N4 SE4 m NO 4 ® XXa LL A _� N(W)6 2 NOTE 4 9 N 2 ¢ g ti LL I' m NO 5 \ / N E 5 ,D N TE 4 Xg a rn F D INACTNE ACTIVE FIXED I / �D m T 2 Lu�1 Ill_ 2� a C7 K SURFACE BOLT FI 141 INACTIVE ACTIVE NOWl m oo w o ¢oo 4 N TE NOT SEE NOTE 3 E BOLT I I '000 4 4 SEE DETAIL B SEE NO FI AC 1E FITED L g O Z Z SHEET N E N E (93- O ASTRAGAL 4 4 SEE DETAIL B cb tj QUAD UNIT (OXXO) `- SHEET 5 NOTE SEE DETAIL B �O Z j ASTRAGAL SURFACE BOLT SHEET 5 W O; w 20 m J 53"MAX.OVERALL WIDTH I UNIT (OXX) OR (XXO) NO E4 SEE NOTE 3 E2-x N Lu_j 151!2"MAX. 37 1/2'MAX. tl a LL) FRAME WIDTH FRAME WIDTH TRI UNIT (OXO) L) w D 14"MAX. 35 3/4"MAX. o rU PANEL WIDTH PANEL WIDTH 37 1/2"MAX - FRAME WIDTH SEE DETAIL A a C7 a SEE DETAIL A NOT SHEET 5 SHEET 5 I 35 3/4"MAX NOTES: g m 6"MAX 5 PANEL WIDTH 1-ALL VIEWS FROM INTERIOR. U) D.L.O. 2-MULL POSTS E DOUBLE BACK JAMBS ARE OTE 6 INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) Q�QLL w w 1 1/8" I- 3-SURFACE BOLT NOT REQUIRED FOR Z Z Z tMADL _ j19 5/8" APPLICATIONS REQUIRING DP-45 OR LESS. U w a a z C5 = (9 = MAX. F- 4-MASONRY AND CONCRETE INSTALLATION D O v v 0 = w w D. L.0.1 NOTE 5 (7 DETAILS. p a ui ui N NOTE 4 X w W 1 = 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, a v o o w LATCH JAMB,OR SIDELITE JAMB WILL BE THE SAME NOTE 4 9 c N TE 4 z REGARDLESS OF ROUGH OPENING TYPE. FOR a LL 6 6 HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN ;t 'm'w ITE g NOTE 4 • ° MASONRY/CONCRETE,SEE SHEET 7 FOR DETAILS. a D qz o 6.FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN / i;s Ml��OFh��I/(1ON.SRETE, SEE SHEET 5 FOR NO E5 � ,F. p °D¢z FIXE ACTIVE `'� �' . NOTE 4 ��. DATE: 6/25/08 MA.MVE 7-�.0 SCALE:AS NOTED ' SEE DETAIL B SEE DETAIL B SURFACE BOLT -a T T HERMES F.NORERO DWG.BY: WBD - - -— - T SURFACE BOLT_ _5- -SHEET-5 -SEE_NOTE 3 :. FLORIDA P.E.N0.73778 cNK.er. S.FREY j SEE NOTE 3 ------= 0=•.; P�'�/U-Q -398-E.DANIA BEACH BLVD.- DRAW Pl0 NO.: SUITE \ DUAL UNIT (OX) OR (XO) SINGLE VENT UNIT (X) ��ss/ONAl_" DANIA BEACH,FL 33004 JW192008 t��`' FBPECER T.OFAUTH.NO.29578 SHEET of 14 1• Item DESCRIPTION Material MIN. 1"MIN 1" 1 MIN MIN 1•MIN 1 HINGE JAMB 1 114'x4-5/8'FINGERJOINTED PINE PINE MIN. 2 HEAD JAMB 1 1/4'x4-5/8'FINGERJOINTED PINE PINE m m m 3 LATCH JAMB 1-114"x4-5/8"FINGERJOINTED PINE PINE co g PNIT: SE5 EE %W 5 SEE n _ w 1 28 w OTE 1 28 OTE 1 28 29 4 SIDELITE JAMB 1-114"x4-5/8"FINGERJOINTED PINE PINE rnEET 5 __z SHEET 5 z SHEET 5 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 11/2'MIN.EMBEDMENT STEEL j '9 P9 46 6 4"x 4"BUTT HINGE 12GA. .089'MIN STEEL O co 29 `v= 7 1#9 x 3/4°PHILLIPS FLATHEAD WOOD SCREW STEEL r m 2 45 8 410 x 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL C) it J a 2 9 3/16'fiW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL ? O Q _ 10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL Z W V-� 48 11 ENDURA INSWING THRESHOLD#LZA15625RDSR 6063-T6 AUCOMP.PVC w Q �, SEE DETAIL A - 12 Z60 SERIES SIDELRE SEAT ENDURA AL/PVC J Q�} 16 SEE DETAIL 36 =zt co 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-0LH-R17 6063-T6 AL ALUMINUM p n �� SHEEP 10 10 SHEET 10 37 16 SEE DETAIL 2 •;•., r�`� 14 #10 X 1'PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W co Y d 31 SHEET 10 16 :. 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEEL 31 '`' ` 16 TOP RAIL LAMINATED VENEER LUMBER-MIN.G=0.55 LVL lk 30 42 17 BOTTOM RAIL 25GA 0.01 B" GALVANIZED STEEL STEEL 30 18 HINGE SIDE STILE LAMINATED VENEER LUMBER-MIN.G=0.55 LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER-MIN.G=0.55 LVL 21 21 O 20 LOCK BLOCK 1.688"x 3 118"x 12'LG PINE-MIN.G=0.55 PINE 1.00"O.A. W( 21 ODL LIP-LITE FRAME#686-BKWD NOA:10-1209.01 POLY-PRO ur INSULATED 1.00'O.A z 22 1.00"O.A.INSULATED TEMPERED GLASS GLASS w TEMPERED GLASS i — O 23 16 Ga.7/16"CROWN x 2'LONG STAPLES STEEL D_O INSULATED O o o TEMPERED GLASS o = 44 24 CORRUGATED NAIL 1/2"x 11116'25 GA. STEEL ¢0 0 z (9 O 25 KWIKSET LOCK SERIES 400 STEEL —p O O O 0 w w :'''• 26 KWIKSET DEADBOLT SERIES 980 STEEL g 0z F w = o`o 27 #8 x 2112"PHILLIPS FLATHEAD WOOD SCREW STEEL O .3 w SEE DETAIL z_ 1 w SEE DETAIL Z �I r 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE-MIN.G=0.55 WOOD o O z w SHEET 7 O ¢ SHEET 7 a F cs7 29 NON-COMPRESSION SHIM 1/4'MAX. WOOD =0; m p a d x 30 ? = 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY)MFG BY JELD-WE FOAM Z w o N c�> g .•', 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL LL < u_ 22 / ro 22 31 ,. A-625 COMMERCIAL QUALITY 0.018'MIN.THICK.) GALVANIZE j w o F r D 32 INSWING DOOR VINYL BOTTOM SWEEP VINYL o m 21 ?. f 33 CORNER PADS 2°,LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC D- / a SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP a 21 %�•. o o > 30 c7 °°ti 34 #6 x 1 1/2'PHILLIPS WOOD SCREW STEEL w m N N 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL 31 :.e 30 44 36 3/8"QUARTER ROUND MOULDING-MIN.G=0.55 WOOD 42 37 SILICONE BEAD DOW 1199 SILICONE Lu LL w w u 38 ODL MODEL 799 VENTED HALF LITE FRAME NOA 13-0219.03 PLASTIC z O t9 31 " ZZm -NOT APPROVED FOR 17 *NOT APPROVED FOR 39 0.75"OVERALL INSULATED TEMPERED GLASS ENT LITES GLASSv w ==Zo WATER INFILTRATION 17 WATER INFILTRATION n 4p DOUBLE BACK JAMB,LAMINATED VENEER LUMBER(LVL}MIN.G=0.55 LVL o z O V ` �41 NOT USED O *NOT APPROVED FOR 45 = D a w 32 WATER INFILTRATION 42 NES SURFACE BOLT#454 8.0"L X 3/4'W X 1/4'THK STEEL (L O 28 43 ASTRAGAL THROW BOLT,STEEL ROD,5/16 DIA x18" STEEL 11 37 12 44 SEX BOLT 10-32 X 1-9116 LG X 5/16 BARREL STEEL o 0 11 45 NES SURFACE BOLT STRIKE PLATE STEEL N N Q 2846 #8 X 3/4'LG FLATHEAD WOODSCREWS FOR STRIKE PLATE STEEL 28 Z 5 46 47 1X WOOD BUCK GRD 2..0W PINE-MIN.G=0.55 WOOD N m SEE NOT 1 Z 48 1 1/4"BRAD NAIL 18 $5"O.C.(JAMBS) STEEL p 0 m¢Z w Q w SHEET 5 w •. Q i DATE 6/25/08 5 �,•.• 0 � —I 'MIN 1"MIN sauE AS NOTED —� 7 SEE TE� MI MIN --{ 5 1"MIN 1"MIN — * HERMES F.NORERO Dwc.av: WBD SEE NOTE 1 --SHEET 5 O T T D FLORIDA P.E.N0.73778 SHEET5 VERTICAL CROSS SECTION, - — VERTICAL CROSS SECTION,__ y1 eL ce'ev: S.FREY VERTICAL CROSS SECTION, SURFACE BOLTS NP, — —i 0=•r P;'�u-�-—398.E.DANIA BEACH BLVD_ A ACTIVE DOOR TYP, B SIDE LITE TYP. C �.o�•.,.••••••• DRANNa NO--- 4 WOOD FRAME INSTALLATION �� S+ G� ` SUITE 338 JW192008 4 WOOD F3RAMEOINSTALLATION 4 SCALE 3FRAME INSTALLATION SCALE:3"=1'-0" '���/'9/ON�+ ����` FBPE CERT.OFAUTH N0.29579 sHEer4 of 14 m 1"MIN. m 1"MIN. w — 1'MIN. 9 28 47 1"MIN.EDGE 1'MIN.EDGE g Z 1'MIN. I I DISTANCE 'I DISTANCE 9 28 47 ? E 1"MIN.EDGE 1"MIN.EDGE NOT 2 o OTE 2 :y a•. •• DISTANCE DISTANCE CD.e p 2 c6 cd 9 a V in W W J 2 Z O QCh 2 Y LU Y 2 aNaOo 48 47 47 Q F36Lo ,s �co 29 29 g= SEE DETAILA 37 16 Y 0 SHEET IO SEE DETAIL A SHEET 10 10 31 30 31 v 2 v 2 O o! 30 0 SEE DETAIL A SEE DETAIL A w 21 SHEET 10 SHEET 10 21 z V. MIN.EDGE 1"MIN.EDGE m 1.00"OA. DISTANCE DISTANCE w'N cn 1.00"O.A. INSULATED O c7 z INSULATED O TEMPERED GLASS— o CC1 VERTICAL CROSS SECTION (LD1 VERTICAL CROSS SECTION o_w o 5 FIXED UNIT 1X BUCK OPTION IN 5 OPERATING UNIT 1X BUCK OPTION IN ¢❑❑ U TEMPERED GLASS— d F of MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL 5OO w = w u"7 SCALE:3"=1'-0" SCALE:3"=1'-0" g$z m O W F-Ll �° � ❑tri O wl �' SEEDETAILA z w -'Oz K SEE DETAIL A F w ° z 1 518" EDGE OF \ Wo;; U SHEET 7 ¢ E2 m SHEET7 Z ¢ a 1/8, PANEL EDGED m�� ¢ IL PANEL \ Z w N vm 22 22 m `m / I 1 v LL m❑ 0 w / r / 0 w o > ti TIT1 / a c� 21 / w jL Cc in m 30 1518" w DETAIL A SURFACE / DETAIL B SURFACE w w w 31 BOLT TOP LOCATION BOLT BOTTOM LOCATION 4z a a¢m 17 SCALE: 2" =1'-0" SCALE: 2" =1'-0" U w===o 32 17 NOTES: oz U U U %. 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 8,9,10&11. O¢u1 w w> crxadaw 37 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS rL U 0 1 C D SHEETS. HORIZONTAL SECTIONS:DETAILS e®SHEET 7. •+ o rn o w 11 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N *NOT APPROVED FOR 12 CONFIGURATION. a a?❑ WATER INFILTRATION L— *NOT APPROVED FOR 4. OPTIONALLY,ANCHO C`R 11l I I Ir! NARROW SECTION OF HEAD OR]AMB J WATER INFILTRATION AS LONG AS MINIM to 1Q D. ❑ U m¢C5 •, 4 `'� - 'Ap DATE: 6/25/08 • J ''4 •'e e m 9 _ 7 scA F AS NOTED •••a •' 9 W I._. 1" _ 1" * -* HERMES F.NORERO DWG.BY: WBD z_m 1' V. I' MIN MIN. = -0 T T �Y FLORIDA P.E.NO.73778 -——_ w I _ -- -- -- � <G: CHK.Dr. S.FREY - - — MIN. _398_E.-DANIA-BEACH-BLVD. � T • � � -ORAWINO NO. — A FL 33004 VERTICAL CROSS SECTION ACTIVE DOOR TYP. �1 VERTICAL CROSS SECTION,SIDE LITE TYP. moi//Coss'........�C9� ` SUITE BEACH,338 JW192008 MASONRY AND CONCRETE INSTALLATION iTA SCALEN 3Y AND CONCRETE INSTALLATION /////y�N,j1���Q� FRPE DANCEIRT..OF AUTH.NO.29578 sHeEr 5 of 14 SCALE:3'=1'-0" 45 NOTE 6 SEE DETAIL NOTE S 15 46 sHr.B 8 7 m 34 ( O^i p �9'Typ. B•TVP. SEE DETAIL A / 6'TVP 8' 8'TVP. (SHE.9 7 m O 3'TYR YP. 3'nP. � O I 1 I I I I I I { 11 I It 1 1 11 11 I11' I m SDETAIL-B AT CALE:1 2"=1'-0 MB Z O LL N f74 f74 S7� DETAIL-A AT HEAD tL o SCALE:1/2"=1'-0" 2 Y 2 oa0o s —z6I, om. w z4 L9 46 g Q s NOTE 1 —30• " 45 NOTE 6 p n � nP. W n ¢2 _3q 1 Y a SEE DETAIL C SHEEP 9 SEE DETAIL D —49• tt SHEET 9 / A A —68' g A HOLE W/PLASTIC B I B1 /LINER 3 8" ID n; SEE NOTE 5 DETAIL-D AT JAMB } SCALE:1/2"=1'-0" W co SEE DETAIL c DETAIL-C AT SILL o 0 o z 8HT•8 SFE DETAIL B SCALE:1/2'=1'-0" F w O O SHT.9 45 0 00 0 U 46 OTE 6 46 0 z o ANCHORING LOCATIONS QUAD UNIT OXXO 4 OTE 6 w ? } z INSWING UNIT W2 SIDELITES(OXXOI x U m m ro � O E: W o w W N N Z WI L) (7Q Q SEE DETAIL E D w o SHT.8 DETAIL-F ATSILL a a 8'TVp. DETAIL-E AT HEAD SCALE.1/2"=1'-0' 6•Typ I.� PEP** P6'TYP. SEE DETAIL ASCALE:1/2'=1'-0" m T1P. 3'nP. �SHT.B co r - NDTES: TMP m 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT Ill w w TYR SPACING SHOWN, +/-1', FOR TOTAL OF NINE FASTENERS PER SIDE. O z z co S� za y —20}•nP. _ �� m 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMR ON SOLID W =jo k �U UU- i - NDTE 1 s o- �i Gi MULL POST CONFIGURATIONS. o z w w S2 • —� m 3. SEE SHEET 9 FOR SIDELTTE FASTENER LOCATIONS. a U a a of C3 SEE DETAIL D SIE;/ EE 2a —39;'TYP• — 4. SEE SHEET 9 FOR SIDELTTE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOULDING ATTACHMENT SHEEP 9 NOTE 1 —49'nP. om' 5. ASTRAGAL THROW BOLT HOLES AT HEAD ARE DRILLED AT FABRICATION WHEN ASTRAGAL IS o S�sH s _6s}np o z; APPLIED AND THROW BOLT LOCATIONS ARE DETERMINED. SILL THROW BOLT HOLE FOR PLASTIC N a N o LINER IS DRILLED IN THE FIELD FOR PROPER LINER PLACEMENT. TOP ASTRAGAL PLATE IS D C' A & NJN INSTALLED IN THE FIELD. .```��tiltulTluT��� .- L _ TVP. " 6. TOP AND BOTTOM SURFACE BOLTS ARE _ •, i . SURFACE BOLT STRIKE PLATES ITP 00 Q z o c n}. 8 ARE ATTACHED IN THE FIELD. 1 111 1 I 1 11 I RVp. 1 `.,�.:•'� 7�'p0 = ogr6: 6/25/08 1\ _ SCALE*AS NOTED `SEE DETAIL B * * HERMES F.NORERO Dwr.BY: WBD SEE DETAIL F—,SEE s ;• T T u' FLORIDA P.E.N0.73778 CHK.BY: S.FREY SHr.e -- --- --- —--�i-O�•; - P �- -—398-E.-DANIA BEACH BLVD. � -DRAW WO NO.. ---- NGOHORINMIT LOCATIONS ;OX ''''''�s'9/0NAl-S?G�`,`` BPECEIR BEACH, L 330 9578 sH�W892D0084 SEE DETAIL A SEE DETAIL E SHT.B rSHT' B ��.'. O •9'TVP. •9'TYR .9'TYP 'IT'TYP. SEE DETAIL A co 6'TVP. 6TYP. 9HT.6 SEE DETAIL A 'TVP. 6'TYP. 'TYP. �. °TVP. �f///r (] Ol SHT. 9 —3"TYP. 3'TYP. --I T I 1 J O rm }• r m I p7% TYRZ O m U mo J II) I tt• .� � d a M 20)' o m. A a- LL N TYP. W z A w= a}- 9 5 � �oykm $, lyGl 9 5 LU Z 12m Do 1° J Q o: 30'— w y f SEE DETAIL D n Z 24 JAI SEE DETAIL D 39? SHEET 9 0 T� q� p SEE DTE 1 SHEET 9 49' 24 LU N ' M Y D_ 49— I A TYP. SEE DT SEE DETAIL D NE t SHEET 9 a 'Z4 EE TYP• mI I i` OTE 1 B 6B' c 9 66'— Cy� 7YP. A 9 � 1 T I 1 1 1 1 1 �n}•I 1 1 1 � I �o-• � B 1 TTS fTT 1 1 1 I 1 1 1 1 1 1 1 I SEE DETAIL F y SHi.e m ` SEE DETAIL e kSEE DETAIL B poo z SHT.9 ANCHORINGLOCATIONS SINGLE SHT.9 H-w 0 O INSWING UNIT W/2 SIDELITE(0X01 g❑❑ r SEE DETAIL c SCALE:318"=1'-0" 00 p z o SHT.8 11 0 3:3 --t —� 2 oo�n ANCHORING LOCATIONS DOUBLE / 23 w p J z INSWING UNIT W!1 SIDELTTE(OXX) / 1 3 4 =p m O SCALE:318"=1'4' 40 2 zL.w o N v THREE(3)#8 X 23 ��N m z 271/2"ANCHORS 12 23 I N w o ¢ 48 -�8.0'MAX O.C. 2 24 23 J DETAIL A 1 3 q TYP FDETAIOR SILL TO SIDE JAMBS Q m SCALE:1-1/2'=1'_0" o o m 40 TYP FOR HEAD TO SIDE JAMBS mm ro 2 �— / SCALE:1-1/2'=1'-0" m m NOTES: w 35 \ 1 3 4 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND 2 www w w 5 0"MAX EXTERIOR SURFACES AT SPACING SHOWN,+/-1",FOR TOTAL OF NINE z z z Fn O.C. 11 FASTENERS PER SIDE. U w=_=o i o 23 24 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. p z U U U u� 1 u1 Di- 23 23 OMIT ON SOLID MULL POST CONFIGURATIONS. a D:a a 3. SEE SHT 9 FOR SIDELIiE FASTENER LOCATIONS. 4. SEE SHT 9 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND a avow 24 J MOLDING ATTACHMENT, a �rn ci¢ S. OPTIONALLY,ANCHORS(ITEMS#5 OR#9)CAN BE PLACED IN NARROW N p SECTION OF jpNl91bW4Id4D4S�LONG AS MINIMUM EMBEDMENT IS MET. \ 6. ALL VIEW ` R F �i ❑ U m¢z 23 _ 11 11 ` ;• �O DATE: 6/25/08 DETAIL D - SCALE:AS NOTED i \ ' TYP FOR DOUBLE BACK JAMB =* * HERMES F.NORERO DWC,BY: WBD 36 THREE(3)#8 X 27 SCALE:1-1/2"=1'-0" T T FLORIDA P.E.NO.73778 CHK.BY: S.FREY 2-1/2"ANCHO - -. -398 F_DANIA-BEACH BLVD. BRAD LOCATIONS Z". DRAWING ND::— STAPLE LOCATIONS DETAIL C tc (3 SUITE 33B TYPICAL FOR ALL SIDOELITES S LE:L3�8" ALL SIDOELITES TYP FOR MULLPOST '����IS�ON'�L ?%% BPEDANA BEACH,FL CERT.OFAUTH.NO.29578 &H�W992D0084 SEEDEDUL A� ///---SEE DETAIL E SHT.8 / SHT.8 co N e•TyP. 91Typ J m 6'TYP.�I I� 6•ttP. 6•TYP. m O 3.7YPDSHT.9 6•TYP� f, 3•TyPi SEE DETAIL A Z O J c) yTl. yT�. SHT.9Fr Cl) J V W LL 2 T m r m T LLJ ZY =� Z a I a 72.j 03 <2o IAJ M A A W-3 J= Y m TYP. ci f ttP. —sDc') d U O1. SEE DETAIL D SHEET 9 o —49' A a L SEE NOTE ti w 1 D —69• oco A I Ilt Iit t 1� B i Itt""I't ow°o ED co0 500 SEE SHT. BL O `SEE DETAIL BFF DETAIL B g O z U Ui SHT.9 SHT.9 O OJ a OK SEE DETAIL F to [7 ; ;_SHT.B HOZ ZW ANCHORING LOCATIONS E2 x o DO IB IN WING UNIT (XXl ANCHORING LOCATIONS SINGLE z W o w INSWING UNIT W/ 1 SIDELITE (0X1 OR (X01 SCALE: 3/B" =1'-0" F �' ¢ Q SCALE: 3/8" =1•-O" ul o w SEE DETAIL E o W O SHT.B SEE DETAIL A a C7 a 6Ti �p, � SHT.9 3/16"C-SINK. NOTE w m m m 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT T m WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. z 2-USE 98 x 21/2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. g to 0)In m Ill 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4•MIN.EMBED. z o CLu W7 u S ° a DETAIL - A WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. U W¢ o A s SCALE: 1/4" =1'-O" o z U O O W TYp. J EL a. o i NOTES: N rn o L: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR N h N Q SURFACES AT SPACING SHOWN,+/-I",FOR TOTAL OF NINE FASTENERS PER SIDE. a N o = 1 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. A,�11{I I I I►��71* y I I 1 1 OMIT ON SOLID MULL POST CONFIGURATIONS. OJ��ES F. O ,��ii p v ¢Z y 6/25/08 /�\ 3. SEE SHT 9 FOR SIDELITE FASTENER LOCATIONS. �.;� •• ••-'A0 DATE SEE DETAIL F �--SEE DETAIL B 4. SEE SHT 9 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOLDING - 7 SCALE AS NOTED sHr.s ATTACHMENT. DWG.BY: WBD HERMESF.NORERO ANCHORING LOCATIONS SINGLE— -- - S._OPTIONALLY,ANCHORS-(ITEMS15 OR#9)CAN BE PLACED IN NARROW SECTION _� T T � FLORIDA P.E.NO.73778 cwc.BY: S.FREY INSWING UNIT X OF]AMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET. i���'•;.C P;'��u��__398.E._DANIA_BEACH.BLVD.__DBAwwc No.:-92008--__ SUITE 338 JW1 SCALE: 3/8" =1'-O" 6. ALL VIEWS FROM INTERIOR. �i� s(pNA�E���� DANIA BEACH,FL 33004 � FBPECERT.OFAUTH.N0.29578 1 SHEETID of 14 SEE DETAIL a• SEE DETAIL A SHEET B SM.B • B•TVP. SEE DETAIL A p SEE DETAIL A SHT. B CID 9'TYP. SM.9 3'TYP+ •TVP.' 'TVP. 3'TVP.+ 6'TYP. •TVP. 'TYP. 6 m II�+II I III�►II� P TYP. LI I �I 3'TYP. "'�1 3'TVP. 1 LI I I Ir L I m TJ a oo n Z O Q(o al += Z —20}' r�a, �f w s 2O}• w=. a Lou- LL N €!^ vow nm uy c°3 Z =D�0 —30' 2 30• w J Q 'a SEE DETAIL D SEE ci —39}' !0 3B}• SEE DETAIL D C) r` L0 0 2 SHEEP 9 NOTE 1 O SEE SHEET 9 J LU n Q= NOTE 1 —49• N2TE 1 49' 7YP. '--D Y d _ TVP. SEE C B —g6}• S SHEET 9 AO-. C •� C 6�. B l.l— A B B p B 1 1 n} ill lif i II I I 1 n}' Ili If 1 r73'TYP. SEE DETAIL B 6 W m ® ® SMB SEE DETAIL B SEE DETAIL C SHE 9 W O SEE DETAIL C ANCHORING LOCATIONS DOUBL ANCHORING LOCATIONS DOUBL SHT.8 ❑❑ sM.a INSWING UNIT W/ 2 SIOEIJTE E(OXXOL INSWING UNIT W/ 1 SIDELITE E(OXX) g00 In oz o -, > w0 -J w J fp W SEE DETAIL E SEE DETAIL E Z WW o w /-SS.EE. �SM.B LIEF m U U �n � a �� � 0 w 0 SEE 3'TYP+I �I 'TVP. I�--6'�P 9ETNL A 3•TYP.-+I I e'TVP. •��SHf.9SEE ETNL A I } � T' a TYP. 2 w . —»• NOTES: 3 m m m ui 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR y z TYP. s u=• w w w m — — NOTE 1 m ^ —2�' N SURFACES AT SPACING SHOWN,+/-I",FOR TOTAL OF NINE FASTENERS PER SIDE. Z 0(9(9 /r zzzto � —30 SEE DETAIL D —30• 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. (~j w =__0O ,I HST g e m OMIT ON SOLID MULL POST CONFIGURATIONS. =O Z 0 v O —39}'Tp " TVP• SEE z —39} 3. SEE SHT 9 FOR SIDELITE FASTENER LOCATIONS. a a O O A Of NOTE 1 —49'TMP. 5 —49' SEE DETAIL D z p R NOTE 1 SHEET 9 A 4. SEE SHT 9 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOLDING TVP. o- — ATTACHMENT. c o B C 5 ..c B Q— 5. OPTIONALLY,ANCHORS(ITEMS#5 OR#9)CAN BE PLACED IN NARROW SECTION N T P• P L —66' OF]AMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET. N 0 TYP. D B — ttlulrrrr I T 1 1 .. I T 1 I \ 6. ALL VIEWS FROM INTERZOI�. � r r �S F. o 0 D UmQZ IL-6'TVP\-SEE DETAIL B 6' � 3 DATE6/25/08 111����SEE SHT.s 0 sM. B EE DETAIL F ���"" EE DETAIL F � -9 HERMES F.NORERO DWG.BY: WBD ——— sM._B _ _ SM.e . •, T T FLORIDA P.E.NO.73778 CHV BY: S.TREY = O=•.- (-- P_;' <u_�__398-EDANIABEACH_BLVD. _Dw.wwGNo -— SUITE ANCHORING LOCp�TIONS SINGLE ANCHORING LOCATIONS SINGLE ��i�ss%pNA�E�G� DANIABEAC H3FL 33004 JW192008 INSWING UNIT W/ 2 SIDELITE (0X0) INSWING LIN W/ 1 SIDELffE !OX) OR (XO) �4brrrrTlttttt` FBPECERT.OFAUTH.NO.29578 SHEETII of 14 4„ 5 510° 5 5/8" Lr-45/85��/8--�TT�—I--4� y �J �, r— 1 3/0" o tD T- 12 TI1„� 1 o rn 8 p r° 2 J Q 11-1/8”(MIN) N m O OD 1 FINGERJOINTED PINE 6 4x4.12 GA.STEEL 11 6 6HINGE 9 T6 AURA LIAND COMPOSITE PVC 10 WEATHERSTRIP SWING THRESHOL COMPRESSION 518" U m J 2 SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:6"-1.0 LOXSEAL 650 Z O Q M REFERENCE:IMR-200908522 ENDURA SIDELITE THRESHOLD O 3 11 12 WITH PVC SIDELITE SEAT VINYL ASTRAGAL GLOBAL Z W LL DNp SCALE:fi'=1'-0" 13 6063 T6 AL AND COMPOSITE PVC 6063-T6 ALUMINUM W Q Op 4 SCALE-6"=1'-0" SCALE:3"=1'-0' Q A B 1/8'-{ 1 3/8' REFERENCE:IMR-200908522 m O M 'T T-- 11r 1/t6i JW r` 1l8'-{t—F13/8" J_�I I � � YO a ;p I�In 16 STILES AND RAILS 3/8"-I 1-�1/8" 1 1I 1/16{' %% ;W1. A B 1 TOP RAIL S g SECTION A-A SECTION B-0 IL 18 'LAMINATED VENEER 17 25 GA.TTOSTTTOM EEL 19 LAMLLOCK BLOCK INATED V NSTLEER LUMBER(LVL)ATCH SIDE STILE 20 FWGERJOINTED PINE co LUMBER(LVL) SCALE:3"=l'-O" SCALE:3"=1'-0" SCALE:3"=1'-0" w m SCALE:3"=1'-0" Of O� WATA STRIKE&DEADBOLT 21/2"- p to O rn 15 6063 T6 ALUMINUM 8" - �- ~¢❑p 1- SCALE:3"=1'-0' '� ❑O O_ z z NOTE: � 1A ��a O _f v JpZ 0 -I 1 3/4"f - 1 3/4" 1.2"CUT 1/2"- `n o 0 m F'.--- iI 7,18 LENGTH. ® =p m F �JK L i 4 5/8' i w z -1 1 3/4"1- z w o � ❑ T- E—�1 1/2" � N a DOOR BOTTOM SWEEP 33 ORNER PADS MULL POST w o 21 ODL -- - AM 32 VINYL LASTIC 35 LAMINATED VENEER LUMBER(LVL) OI POLYPROPYLENESCALE:3"=l'-O" L SCALE:3"=1'-0" SCALE:3"=l'-O" SCALE:3"=1'-0" a U a ,&Wk 10-1209.01 SOUTHERN PINE 8LVL DOUBLE BACK JAMI1DOUBLE BACK JAMB rn c7 0 LAMINATED VENEER LUMBER(LVL) wz 18" n SCALE:6"=1'-0" w ~-�0 O N SOUTHERN PINE ¢ J w w c., z JzaO0 ASTRAGAL BOLT 1- 43 MATERIAL:COLD ROLLED STEEL �5 p z o = o ZINC&YELLOW CHROMATE a °U- SCALE:3"=1'-0° w=o a°o w w a0¢0¢ aaof r — N O O 8' N N 3/4"--�� � ~1 9/32" m N o 4`- 2' R F O //�i� w ❑ O m z I �g Q, DATE 6125/08 m 1/4"MIN.— _ 7 :O scAw:AS NOTED 11/32' -* * HERMES F.NORERO DWG.BY: WBD ' FLORIDA P.E.NO.73778 CHK.BY: S.FREY - - IVES SURFACE BOLT � � .: ` 42 STEEL -%pn G-- P_;' <4-`�__398-E.DANIA..BEACH_BLVD.-_Dn WINGNo.:--- - VES SURFACE BOLT STRIKE PLATE „• �� 45 STEEL SCALE:3"-1'-0" ���Ccss' 'e6`�� SUITE 338 JW192008 SCALE:6"=V-0" ////�fill % ���` PE CERT.OF AUTH.NO 9578 SNEETI2 DF 14 1/2"AIRGAP 1/87TEMPERE o 1/B"TEMPERED co SEE DETAIL A rn 23 7/8' 16 18 m 0 B F- c') 11 24 2 1 Z O Q M 6O. LL N 7LLJ a: m 2 1 Q t En Or` 2L� 5 SEE DETAIL B 18 3 W r- Y m: 4 DETAIL A m 1 3/47MAX GLAZING DETAIL 10 M PANEL THK. AT HEAD RAIL 21 VERTIS LEC OSS w> VENTUDEHALF 1/f AIRGAP 0 0 0 w 1/ 8 5 "TEMPERE so$ Z 1/8 TEMPERED g o > 4 10 24 m 10 Z J 9 2 11 a: m Lu o �JK w L02 3 15 Zwo J OUTSIDE FRAME VIEW S 'TIFc ON R-R B LL " ¢ 0 VENTED HALF INSIDE FRAME VIEW 10 �I w o O LITE 15 4 16 / a 11 4 00> SECTION 2 VENTLITE ED HALF 12 13 1/8"TEMPERED— / 18 20 1/8"TEMPERED � W w w 14 1/2"AIRGAP— z DETAIL 9 U w=:a z GLAZING DETAIL �cD v v u 4 19 18 FO AT MEETING RAIL 0o¢w w ui 23 / 18 INSIDE VIEW a v a a a 17 22 c v 24 a _$oow 8 DFTAII D DEAD N N Q GLAZING DETAIL GLAZING DETAIL NOTES: a a AT JAMB RAIL AT SILL RAIL XqSI tLVO YET 14 FOR ITEM DESCRIPTIONS. o O Q Z ti�,: ••7 DAT, 6/25/08 J_ _ scAw AS NOTED * * HERMES F.NORERO Dwc,BY: WBD a T T FLORIDA P.E.NO.73778 cee.ev: S.FREY --— - ---- — --- —-=��0�"•.;•(; P-;'SICU-_398-E..DANIA BEACH.BLVD._ DrsAwwD uo.:- - ��� ........• G� % SURE 338 JW192008 A BEACH FL 33004 '����411 i r ���`` BPE CEIRT.OF AUTH.NO.29578 sHesT13 DF 14 MATERIAL LIST (VENTED HALF LITE ONLY) ci ti ITEM PART NO. DESCRIPTION QYT MATERIAL Ir 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219. 0 03 p 00 co 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 D z_ 0 ¢M 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 p z w " co W Y =OD 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 1 100% SOLIDS BUTYL ELASTOMER j ¢�r 0r- 2U) 5 16825-000 GLASS, 3/47 x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY W rcl- Ya 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 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL N 101 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL WU 11 1 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 p goo z a 000 w 121 16806-000 RIGHT LATCH 1 NYLON 6 OZ ' W 131 16807-000 LEFT LATCH 1 NYLON 6 hoz W O ao 5.: 0 O 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL � m ° `�J x w 0 co J ZwN 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 p U.moo , J g m w o 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 p & a 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a 0 N �mm 18 DOW 1199 AR SILICONE SEALANT 3 w0 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING w to Z g JZo u)u) 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 5 z a(D o 00>-j 4Z 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 p n o w°i a Uv 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE U 4 p S a a CC 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS N 0 24 10046-000 SPLINE 6.1' PVC 4 N ZiN N°'w .— P Of Q N." 0 R.10 r41"'i' w oz 44t- .......... DATE 6/25108 scALE:AS NOTED * HERMES F.NORERO Dwc.BY: WBD FLORIDA P.E.NO.73770 CHK.BY: S.FREY '* 1��__398.E.-DANIA.BEACH BLVD.-- )I- i`s`S�ONAL E�GP��� DANIA BEACH,FL 33004 SUITE 338 JW192008 —- - �h�«ru u�t�\��. FBPE CERT.OF AUTH.NO.29570 sHeer14 DF 14 8/11/2016 Florida Building Code Online ' _F(1'i(' �,'prLa�'{rerjjf'� BCIS Home Log In User Registration Hat Topics ( Submit Surcharge I Stats @ Facts g Publications f FBC Staff BCIS Site Map ( Links Search i Bushes , } Professi gyral '°a Product Approval USER:Public User Regultatioh Product Approval Menu>Product or Application Search>Application List>Application Detail 3 FL# FL4904-117 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By i i I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,Yes %No '<%N/A i Product Approval Method Method 1 Option A https:/Avww.floridabuilding.org/pr/pr app dN.aspx?param=wGEVXQwtDgtelulwHNbbISc1O%2baWgLuXXbtTsEXplAQ%3d 1/4 8/11/2016 Florida Building Code Online ' Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 SummarV of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6-8"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.O1.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 H FL0128.13df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0"x 6-8" FL4904 R7 AE 504A.ndf max nominal size. When large missile impact resistance is Created by Independent Third Party:Yes required, hurricane protective system Is NOT required. See DWG-MA-FL0128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.Ddf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0"x 8'-0" FL4904 R7 AE 503A.0f max nominal size. When large missile impact resistance is Created by Independent Third Party:Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.01.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.12df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels.See DWG- MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.Ddf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels.See DWG- MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units h*:IAuww.floridabuilding'.org/pr/pr app dU.aspx?param=wGEVXQwtDcitelutwHNbbISciO%2baWgLuXXbtTsEXplAQ%3d 214 I 8/11/2016 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4904 R7 C CAC NI006110.02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL4904 R7 II FLO129.Ddf Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile Impact resistance Is Created by Independent Third Party: Yes required;hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-. MA-FLO129-05. 4904.6 Wood-edge Steel Side-Hinged Door 6-8"Glazed I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4904 R7 C CAC NI006110.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0130.Ddf Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party:Yes required, hurricane protective system Is required. See DWG- MA-FLO130-05 for details. I 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4904 R7 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 H FL0131.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelltes Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party:Yes required, hurricane protective system is required.See DWG- MA-FLO131-05 for details. I �ac:k dext 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 Flodda 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 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 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 dick here_. Product Approval Accepts: https:/hvww.floridabuilding.org/pr/pr app dN.aspx?param=wGl1/XQwtDgtelu[wHNbbISciOp/p2baWgLuMtTsE)CpIAQ`/o3d 3/4 WON Ln cl- 00 - 149"MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. .I SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT _-D.L.0 ....._ _,PANEL WIOT11 37.5" MAX. ¢ L] C FRAME V✓fDTH Z J 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES If W/ASTRAGAL O C� SENE�L N= z CL C-) 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z THE FLORIDA BUILDING CODE AND WHERE PRESSURE Lil Ln U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUMH- DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 0) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. w n � 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ¢ 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN S ACCORDANCE WITH SECTION 2220 OF THE FBC. x J © x 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL: ' TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM27 929 740 'F> 650'F � O O 4 RATE OF BURNING ASTM 0635 0.77 IN MIN SMOKE DENSITY ASTM 02643 13.47. TENSILE STRENGTH- ASTM D638 7.50% DIFF W COMPARATIVE TENSILE STRENGTH AFTER WFArHERING o V ; 4500 HOURS XENON ARC METHOD 1 0 $ o O ~ DOUBLE DOOR UNIT W/SIDELITES m a Add?WuntoNAldi n n 3:w n} 3333�m CeT1Falim!NO-' n11 AQt,�l a )Z y = Reviewed By. z DaeAsv x/c•/.7 - z CJ�a'JW www3zi c�ain�> z ¢ w(wjW CLA 1 ULN Rn CQ 3:¢ e j e e e e • o • • a0 � Opp w i ---- � O DOURLF DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGI F DOOR UNIT W/SIDDELITES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT WITH SIDELITE WITH SIDFL.I7F_ WITH VENTLITE w o v m¢z WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7111105 TABLE OF CONTENTS DESIGN PRESSURE RATING ._ REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING {!j' SCkE: N.T.S. SHEET II DESCRIPTION X 37,5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -S0.S I TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5_ --=2 ANCHORING_LOCATIONS & DETAILS __ OX or XO 75 +50.5 -50,5 +50,5 -50.5 +19.0 -19.0 +50.5 -50.5 CHK.BY: 3 ANCHORING LOCATIONS & DETAILS --OXO----112:5- -+50.5---50z5-I-+50-5z4--50.5---+19.0- -19.0 +50.5 -50.5 KURT 13ALTHAZOR DRAWING NO.; OXXO 149 +50.5 -50.5 1+50.5 4 -50.5 1.19.0 4 -19.0 +50.5 -50.5 ----FLORIDA-P:E- - DViG-61A-FL0130=CSI- - X - VENT 37.5 +55.0 -55.0 +55.0 -55.0 N/A N/A //56533 Cl: Ln o °Q E" SEE DETAIL —E" U 0 E —3„ Qt0 I I I I I I fi„ 6" 'I 6 6" 1 I I 6. 6" — (� ti OQ to Z. ri,... Lo U LL cI I O CTI aQ SEE DETAIL LLu a SEE DETAIL � 70 o SEE DETAIL ujmw N ,� I '", A A � 0 - — E" co G'" 6" ut 'd I II I � ,I II O I—3" —) I— o 3" 3" — 3" ,I 3" 6" 6" a a 0 to rn m SEE DETAIL ii 3�3 m "F" AddelaDml9NN11 to to rn In x Ceaftwi9R ND.; 1 no; a-iz`/ p z Reviewed 0. % F w ORteR¢u T/ t: U . tY Fw-U� goa�biz ASTRAGAL RETAINER BOLT HOLE = vv, o 10 x 2" MUST BE DRILLED THROUGH aw vI #8 x 2-7/2" #8 x 2-1/2' "�FOR THE THRESHOLD & INTO THE ra, o z #10 x 5/8" ® ® STRUCTURE DEEP ENOUGHa#8 x 2-1/2" #10 x 1" A` 1.375" THROW ��om #10 x 5/8" o w p #10 x 3/4" DETAIL "F"' ASTRAGAL O' #10 x 2' DETAIL "F" ASTRAGAL IO (1/8'TEMP,cuss) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT ALUM,STEEL OR BUTYL SPACER DETAIL '=D" DETAIL "C' STRIKE PLATE TO FRAME 1/2"8ITE w o v m z TYPICAL AS SHOWN. 98 x -J/2'MS DATE: 711) 05 SCALE: N.T.S. 0.962"{ :,-n .: 1.375 DOW cya ry: DWG .BY: SINS 995 (�yAP^�" CHK,9Y: - JNTERio6 - DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL On-MA-FLOIJO-OS SHEEPOF 3