Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online �– — a mem lit m n f_'z( ` .,+.�..#t .r, ,_.�, ��� .i�7i ,..�r�� (i M��.:� I�_.I;�t 9,�°�_4.�.�� � "ani w r "`• �—"'"a�ii4.4,A_! BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC staff j SCIS Site Map Links Search Busines',"1-� Professional QOUSER:°ublicUUser°"a' Product Aooroyal t-1 u>Product or keelication Search>annlicatinn List>Application Detail - FL# FL12509-R3 I Application Type Revision Code Version 2014 Application Status Approved l *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by ' the POC and/or the Commission if necessary. Comments I Archived El I Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 1 ' ' (800) 535-3936 p fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com s Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (. 1 (800) 535-3936 j customerserviceagents@jeld-wen.com i ±T i Quality Assurance Representative ' Address/Phone/Email 1 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 I ' ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By - u http://www.floridabuilding.org/pr/pi_app_dd.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagX12LAFDtuYZnurz7YzVMig%2b311nA%3d%3d[12/18/2015 10:40:46 AM] Florida Building Code Online tM I }1 Product Approval Method Method 1 Option A Date Submitted 01/13/2015 Date Validated 01/14/2015 $ Date Pending FBC Approval ' Date Approved 01/21/2015 :{ Summary of Products .-__. u, — ', $ I FL# Model,Number or Name, Description !— y $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.2df w Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date d i Impact Resistant: No 10/31/2020 s Design Pressure: +45/-45 Installation Instructions Other: i FL12509 133 II 1W192008 SS 2015-01-07.p_df { i I Verified By: Hermes F. Norero, PE FL PE# 73778 I' Created by Independent Third Party: Yes i q Evaluation Reports i FL12509 R3 AE PER3319 55 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 r = Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R3 C CAC NI009861-R4 NOPC.odf s 4vgp j i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant: No 10/31/2020 i Design Pressure: +55/-55 Installation"Instructions Ij Other: FL12509 R3 II ]W192008 SS 2015-01-07.p_df -Verified By: Hermes F..Norero, PE FL PE#73778 t Created by Independent Third Party: Yes Evaluation Reports i FL12509 R3 AE PER3319 SS 2015-01-07.ndf i Created by Independent Third Party: Yes g4 i 12509.3 d/Gladiator 12'-5"x 6'-10", Glazed Steel Wood Edge Outswing Door with ti 3 I Sidelites ---- ---------�-- -- --- ----- i E Limits of Use �Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R A . N1009861-R4 NOP .p_df i ° a Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 e ; Design Pressure: +45/-45 Installation Instructions Mill i j Other: F1_12509 R3 II 3W122008 SS 2015-01-07.pdf Verified By: Hermes F. Norero, PE FL PE#73778 i Created by Independent Third Party: Yes Evaluation Reports I t_F f R3'AE PER3320 SS 2015-01-07.rLdf Created Created by Independent Third Parry: Yes � („ jk12509.4 Finishield/Gladiator (12'-5"x 6-10",Glazed Steel Wood Edge Outswing Door with $ ' I Sidelites € ;Limit fos Use Certification Agency Certificate s ! 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 I Other: FI 12509 R3 II•1WI22008 SS 2015-01-07.p_df Verified By: Hermes F. Norero, PE FL PE#73778 [ I Created by Independent Third Party: Yes 1 � Evaluation Reports �•;, FL17509 R3 AE PER3320 SS 2015-01-07 odf $J_ 5 Created by Independent Third Party: Yes f http:!lwvnv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagX12LAFDtuYZnutz7YzVMig%2b3llnA%3d%3d[12/18/2015 10:40:46 AM] Florida Building Code Online Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399Phone:850-487-1824 j'"; .'_ •] The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ;;Privacy Statement Arrpqcihjlitv Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail 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 r Z 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 here_. `i Product Approval Accepts: „- � •, efhec4. �. s - t i.' � sccu n LY:.tn ritics- http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=vGEVXQwtDgvG4Aty8UaHdNWhagX12LAFDtuYZnurz7YzVMig%2b311nA%3d%3d[12/18/2015 10:40:46 AM] NOTICE OF PRODUCT CERTIFICATION ' �GERTIF/ Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R4 Page 3 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 ta�rs�H;tiT�+S ,:h, '4'1e�PRoaJ Product: Series "Glad iator/Fin ish ield" Glazed Wood Edge Steel Doors w/or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wwwAamicertitication.c:om. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact p Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 3'2"x 6'1.0" +45/45 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Single O/S w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) X I/S or Glazed 3'2"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" Single O/S w/Surface Bolts Installation Details:JW 122008(1-14)/1W 192008(1-14) OX/XO I/S or Glazed 6'3"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Single w/Sidelite O/S w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OX/XO I/S or Glazed 6'3"x 610" +55/-55 No NCTL-210-3558-1/210-3558-I A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Single w/Sidelite O/S w/Surrace Bolts XX I/S or Glazed 6'2"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Double O/S w/o Surface Bolts Installation Details:JW 122008(1-14)/JW192008(1-14) > » NCTL-210-3558-1/210-3558-1A Double O/S ax ane Size: x ay ig Opening: x %Y/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION o��ocERcla c9rjo''' Company: Jeld-Wen Exterior Doors Certification No.: NI009861-114 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 m.z Klamath Falls, OR 97601 Expiration Date: 10/31/2020 ' Revision Date: 01/14/2015 "'F' "oo Product: Series "Glad iato r/Fin ish ield" Glazed Wood Edge Steel Doors w/or w/o Side-Cites (w/Wood Frame unless noted) Specirication: TAS 202-94/ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listin at wii,w.Namicertific;ttion.coni. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration . or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments .OXX/XXO I/S or Glazed 913"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Double w/Sidelite O/S w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXX/XXO I/S or Glazed 9'3"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Double w/Sidelite O/S w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXO I/S or Glazed 9'4"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-IA Max Panel Size:3'0"x 67"Daylight Opening: i'9"x 5'3" Single w/Sidelites O/S w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXO I/S or Glazed 9'4"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" Single w/Sidelites O/S w/Surface Bolts Installation Details:J W 122008(1-14)/J W 192008(1-14) OXXO 1/S or Glazed 12'5"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-IA Double w/Sidelites O/S Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" Double w/Sidelites O/S w/Surface Bolts Installation Details:JW 122008 1-14/1W 192008(1-14) National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE 148 112"MAX OVERALL FRAME WIDTH JELDIVENG TO BE OF CORROSION RESISTANT MATERIAL — o 37 114"MAX. OR CORROSION RESISTANT COATED. 37 114"MAX. 74'MAX. ED STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE —FRAME WIDTH� DOUBLE FRAME WIDTH FRAME WIDTH o) GLAZEDI2-0x6-8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS A 314'MAX, O 35 314"MAX. _ 72 1!4•MAX. PANEL WIDTH _j c) IDENTIFIED IN THE FBC. `PANEL WIDTH DOUBLE PANEL WIDTH 00 O GENERAL NOTES SEE DETAIL A I-- U)r 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 ImU CL THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE Z O Q ch SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN OTE 6 OTE 6 Z W LL CNo I EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM LU `1 =Co E331.00 AND ASTM E330-02. 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED 9r / "r 21 118" 21 118' 21 118" 21 118" rl ul PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. �- _I co Q 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES: _ MAX. MAYy. _AMAX. _ _ MAX. = W I" _I 2 1-ALL VIEWS FROM EXTERIOR. D.L.O. D)-.O. DLO D.L.O. T O Y 0- AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2-MULL POSTS&DOUBLE BACK = WIDTH IDTH WID WIDTH o w 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE I. JAMBS ARE INTERCHANGEABLE. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) 28 g z 1 REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR > m a 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, APPLICATIONS REQUIRING DP-45 OR O J m w eln r INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS, 7 B 0 m O INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS _/_G�, 4-MASONRY AND CONCRETE INSTAL- 2 NOTE NOTE 4 o Q BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. c o w-� 5-POSITION AND NUMBER OF o 7 25 N E W o W m 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH m NOTE 2 ' Or W O 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR a NOTE JAMB OR SIDELITE JAMB WILL BE ¢Q O r GREATER. 10 o O z THE SAME REGARDLESS OF ROUGH ;o � O� y OPENING TYPE. FOR HORIZONTAL O 3u) CROSS SECTION IN 1X BUCK OPTION o OfO w IN MASONRYICONCRETE,SEE FIXED INACTIVE ACTIVE FIXED w 00 O Y SHEET 8 FOR DETAILS. a. DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN ASTRAGAL m t�x W OTE 4 NOTE 4 DBL-BACK z W o y FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRYICON CRETE, SEE SHEET 6 FOR SURFACE BOLT LL r�+ N JAMB MULL POST r �0 a SUBSTRATE WITH LMC ADHESIVE. DETAILS. MULL POST SEE NOTE 3 SEE DETAIL B I Q 0 Lu 0 CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNIT(OXXO) c EXPANED POLYSTYRENE(EPS). SCALE:112"=1'-0' aO a PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED 0> STEEL.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" *WHERE WATER INFILTRATION . WHERE OVERHANG WHERE WATER INFILTRATION i; �m LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED too AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w z 38,400 psi.THE 1.668"X1.203'BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w �00 w ROLLED-FORMED GALVANIZED 25-GAUGE(.018'MINIMUM)STEEL. SUROLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS �z W THE WOOD LOCK BLOCK IS 1.688'X 3 118'X 12'. POSITIVE +45 +55 +30 POSITIVE +45 +55 z j w 1+ Z F_v� FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE v w 1 O =p O NEGATIVE 45 55 -05 NEGATIVE CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A -05 55 0¢Lu? O O NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUMO Q Q r �_> CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE 1 a o a_o d c3 w SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING TABLE OF CONTENTS NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) v= o a o FOUR 16 GA.7116"X 2'STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTIONo RATIO=OH LENGTHIOH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 0 o m JAMBS ARE FASTENED USING THREE 16 GA.7116"X 2"STAPLES TYP,EL VA IONS&G N L NOTES N N o o W N PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED TYPICAL ELEVATIONS N r THROUGH THE HEAD&SILL USING THREE 08X2-112'SCREWS PERTYPICAL ELEVATIONS Digitally signed by Hermes F.Norera,P.E. A c o S DRILLED AT THE CENTER OF THE FRAME IWHERE A METAL STRIKE PLATE FASTENED VERTICAL CROSS SECTIONS&B.O.M. ���1TYPICAL ELEVATIONS �,SIF,11 IIIQ��Rapproving 6W:2015.01 014:55:551 ' ment 0500' AND THRESHOLD S Q U m¢z USING TWO#6 X 1 112"SCREWS TO RECEIVE THE TOP AND VERTICAL CROSS SECTIONS BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO [1-16- HORIZONTAL CROSS SE TIONS i 1 A oa e 8112108 THE FRAME USING FOUR 16 GA.7116'X 2"LONG STAPLES PER IZO TALC OSS SECTIONS I I'•0 SCALE:AS NOTED STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& CHORING LOCATIONS&DETAILS • HERMES F.NORERO DWG.ov: WBD THE FIXED PANELS I FRAME JOINERY ARE SEALED AT THE CHORING LOCATIONS&DETAILS \ FLORIDA P.E.N0.73778 EXTERIOR USING 1199 SILICONE. CHORING LOCATIONS \ /�T 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY IT COMPONENTS&DETAILS aH O •..� pP; SUITE 338 DRAW NG NO:NT LITE DETAIL \ �ftNFJc1Ir �'c�Cs'••.,,,,,.. G���: DANIA BEACH,FL 33004 JW122008 NT LITE MATERIAL LISTA L ECS��� FSPE CERT.OF AUH.NO.29578 A`�rlrIIIIIIL��`` S-CT 1 OF 14 112"MAX.OVERALL FRAME WIDTH 111 44"MAX.OVERALL FRAME WIDTH 37 1.4"MAX. 74"MAX, 37 1/4"MAX, __ 37 114"MAX. __ 37 1Q"MAX. - FRAME WIDTH J FRAME_WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. 36 318•WITH 35 314•MAX. p PANEL WIDTH ASTRAGAL PANEL WIDTH h F 35 314"MAX. _ 35 3/4"MAX. _ PANEL WIDTH PANEL WIDTH OTE OTE SEE DETAIL A p SHEET6 > EC OTE 6 NOTE 6 SEE DETAIL A I c O SHEET 6 ~ ov U Cc J v T 21 b'8' 21 1/8" i 21 1/8" z O ¢ f/ —O, MAX, _ MAY "MAX. W LL Cm r 21118' 21 1/8" co 21 118" w D,L.O, D. .0. Dll O. y 2 w =co MAX. MAX. �f�tAX. = WIDTH OTH WID _ � J Q D.L.O. D.L.O.w D. O. O O Ln = WIDTH WIDTH WIQ O ; o W n Q= S W = co > _ g A W ;i NOT NOTE4 17 nNOTE 4 NOTE 4 ° a m NOTE 2 NOTE 2 m NOTE 5 NOTE 2 \ / NOTE 5 �' o / \ / o NOTE 5 / NOTE 5 `O f� % w / a:a j y FIXED INACTIVE I ACTIVE ¢ww w L r/ c9 L!;IXED7' FIXED ACTIVE ASTRAGAL OTE 4 0 z OTE4 6 NOTE 4 5 NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT v ¢ SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B w O 0 y w MULL POST SHOWN SURFACE BOLT—/ OTE 4 SHEET 6 =O M m Lu JAMB MULL SEE NOTE 3 112'MAX.OVERALL FRAME WIDTH w x w .� POST OPTIONAL 37 114"MAX, 37 112"MAX. __ 37 1/4"MAX. TRI UNIT(OXX)OR(XXO) F c5 U TRI UNIT(OOX)OR(X001 ^FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:1/2"=V-0" �I `n w L SCALE:1/2"=l'.0" 35 314'MAX. o nj o Z SEE DETAIL A PANEL WIDTH PANEL WIDTH SHEET 6 OTE 6 NOTE 6 35 314"MAX. O � ' gym m 21 118" 21 1/8" 21118" NOTES: MAX. tiy1AX. _ MAX. 1-ALL VIEWS FROM EXTERIOR. 2 w m w D.L.O. D. O. ' D.L.O, 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE, z z H J WIDTH WID�W WIDTH h (SEE OPTIONAL CROSS SECTIONS) �p i a z p 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING Ow c7 v O w DPA5 OR LESS. o¢W iw o = 4-MASONRY AND CONCRETE INSTALLATION DETAILS, pa,d U w ® w 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 0 LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o NO 4 NOTE 4 0D a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N o o w r� _ CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, v m w Q o NOTE 2 N7 2 O SEE SHEET 8 FOR DETAILS. (0o m NOTE 6-FOR VERTIC MRKtFIm� N',x BUCK OPTION IN y / MASONIi, SPIE � SHEET 6 FOR DETAILS. O m¢z m \ J DAT[: 8112108 �{ FIXED WlAte AS NOTED FIXED ACTIVE ±* ✓'� r'/ ? HERMES F.NORERO / Drc.ev: NJBD FLORIDA P.E.N0.73778 SEE DETAIL B NOT 1 NOTE a SJO ••F, J 9P:;�tv` 398 E.DANA BEACH BLVD. DRA%ev: S.FREY .� O'R14, SURE 938 uw�wwc n'' SHEET SURFACE BOLT L—MULL POST SHOWN- TRI UNIT(OXO) i/Ccs "'••••••" G���� DANIA BEACH,FL 33004 JV�/122008 SEE NOTE 3 DBL-BACK JAMB MULL SCALE:1/2'=1'-O" S70NA�_����� FBPE CERT.OFAUT H.N0.29578 POST OPTIONAL //rrr11111ti11�, s,,E[r2 or 14 0 n o J to F-- U) J _Z Q QM z W U. oNp 4" co MAX.OVERALL FRAME WIDTH Q 72 1/4'MAX.PANEL WIDTH p r Ln 74 314°MAX,OVERALL FRAME WIDTH SEE DETAIL A 37 1/2"MAX J M d — 35 3/4°PANEL WIDTH _35 314'MAX._ 35 3/4"MAX. SHEET 6 FRAME WIDTH W m Y a 36 318"WITH SEE DETAIL A PANL WIDTH PANEL WIDTH J SEE DETAIL A 353/4'MAX [SHEET6 SHEET6 PANEL WIDTH ASTRAGAL r OTE 6 OTE OTE 6 KSOTE 6 O y21118y21118" p F. y J J w MA)/ AX. D.L.O. Ow l 0. WIDTH ODTH 0�IDTH w WID 21 z21 118° MAX. M �/1821 1/8 o w wMu > d g 3s o O 7 Xd .� O m W w G a x �p� ¢ NO 4 ® NO E4 a s NO E4 O 8 d w 0 O EAn os a w n e NOTE 4 m 0 OTE 4 �o a z w o y ¢ r NOTE 2 \ m B x w f- ¢ U m NOTE 5 n `n NOT 4 j n w a M m u / OTE 5 ^ IA OTE 5 cD rn y y OTES or FIXED ACTIVE m INACTIVE ACTIVE ACTIVE NOTE 4 OT w W ASTRAGAL NOTE 4 SURFACE BOLT SEE DETAIL B SURFACE BOLT 5 5 NOTE 4 ¢ ¢ SEE NOTE 3 SHEET 6 SEE NOTE 3 Z z 1-m SEE DETAIL B H a SURFACE BOLT SHEET 6 SEE DETAIL B o W m o Q SEE NOTE 3 SHEET 6 SINGLE UNIT o a O N DUAL UNIT fOX OR NO) SCALE: 1 2' --�1'-0" 2 o a v w SCALE: 1/2" =1'-0" / a� 1/2" =1'-0" v 0 NOTES: N o o W 1-ALL VIEWS FROM EXTERIOR. N o 2•MULL POSTS$DOUBLE BACK JAMBS ARE INTERCHANGEABLE. OPTIONAL SECTIONS) 3-SURFACEBOLT NOT REQUIRED APPLICATIONS REQUIRING �`t�ES F r1/Ol7j'i'' v m¢y DP-45 OR LESS. 4-MASONRY AND CONCRETE INSTALLATION DETAILS. + js �0�0 °"TE 8112108 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, - (� fA � _ c AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME =*r �fG' $ * HERMES F.NORERO nwo,BY: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL •0-QST'T�Q� FLORIDA P.E.NO,73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE, ��'.s�� /p w` 398 E.DANIA BEACH BLVD, cm ar; S.FREY SEE SHEET 8 FOR DETAILS. ' T dR10,• SUITE 338 OR"'NINGwo; � 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN i FS ••• c��`� DANIA BEACH,FL 33004 JW122008 MASONRY/CONCRETE. SEE SHEET 6 FOR DETAILS. ��ir7SIONA;E���`� FBPE CERT.OF AUTH.NO.29578 t;.Eu3 of 14 105"MAX.OVERALL WIDTH 15 1!2"MAX. 89 1!2"MAX.OVERALL WIDTH 31 1!2"MAX [SEEDETAILA FRAME WIDTH 15 12"MAX' 74 NIAX,FRAME WIDTH FRAME WIDTH FRAME WIDTH 36 318 WITH 35 314 MAX 35 314"MAX 5314' 36 318" SHEET 6 14"MAX. 14" DETAIL A MAX. Lam—ASTRAGAL �—PANEL WIDTH—� SHEET 6 ~_PANEL'NIDTH ti v!/ASTRAGAL PANEL WIDTH MAX, — PANEL WIDTH D.L.O, OTE 6 6 NOTE 6 NOTE 6 SEE DETAIL A j 5314" SNEET6� MOTE6 J O Al MAX.D.L.O. OTE 6 m Lo J / d zOJm 21 1/x' 1 v8• l/ 7r 19518" I — d L N NOTE MAX.Ff L.O. MA)?•D.L.O. 21 118" .21 1!8" MAX. q Z w MAX.L O. MAX D.L.O. D.L.O. o W Q / NOT 2 B F, F WIDTH X � J Q, 71 2 Lo La G w = x w Fur' ¢_ i A O NOTE "/ NOT w g M x M Y d m CL " A w - 4 0 x O ONOTE4� NOTE4 m NOTE O NO7E411- a p m NOTE 4 NOTE \ m n m / NOTE 5 m O NOTE5 C, w _NWE.5 mow qFl INACTIVE ACTIVE FIXED w FI D INACTIVE ACTIVE ')I ACTIVE m 10 6 NOTE 4 SURFACE BOLT — p OTE 4 ASTRAGAL 5 SEE NOTE 3 QUAD UNIT (OXXO) 44 NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT a a SEE DETAIL B SCALE: i/2" =1•-0" NOTE 4 SEE DETAIL B SEE DETAIL BJ(��) SEE NOTE 3 w O O > w ASTRAGAL SHEET 6 SHEET 6 SHEET 6 -' 68 112•MAX.OVERALL WIDTH— 53"MAX.OVERALL WIDTH TR XX X SINGLE VENT UNIT (X) i w cb w SCALE: 1 2" =7'-0' SCALE: 1/2" =1 -0' ww 15 112'MAX. 37 112"MAX. '�F"E' a U 37 112'MAX. FRAME WIDTH `FRAME WIDTH I m w oa. NO E 6 FRAME WIDTH 35 3/4°MAX. _ 0 35 314"MAX. 15 1/2"MAX. 14"MAX.PANEL WIDTH `PANEL WIDTH 5314' PANEL WIDTH FRAME WIDTH NOT a V` m MAX.D.L.O 1-� 14"MAX. SEE DETAIL A OTE 6 I I PANEL WIDTH 5 314"MAX.D.L.O. } SEE DETAIL A OTE m SHEET 6 SHEET 6 �! NOTES: w m w �1.1!8 D.L.O. 1-ALL VIEWS FROM EXTERIOR. a m 1 118" Q 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z Z m MAX D.L.O. MA 1"'O<a Z (SEE OPTIONAL CROSS SECTIONS) v w=o O r = _ 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING o¢v m O O = DP-45 OR LESS. A a c=i w Cc) w x ° OTE 4= w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a w 5.POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, m NOTE 4 0 NOTE 2 NOTE 4 0 ¢ LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o c rn d p o REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N F rw G O NOTE4 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, NOT 2 SEE SHEET 8 F� TAILS. L / o NOTE 2 JCTIV4E ^ 6-FOR VERT4y1>`L1 ((f471t?I1X BUCK OPTION IN �NOTE5 MASON�It? � E HEET 6 FOR DETAILS. v m¢Z 0. DATE:NO E O E 5 � `' 7 � scue:gS1NOTED FI D * k~ HERMES F.NORERO OwG or: WBD SEE DETAIL B 4FID.1J�L ACTIVE FIXED F �� � FLORIDA P.E.NO.73778 SHEET6SEE DETAIL B �1 tv 398 E.DANIA BEACH BLVD. o.or; S.FREY SHEET 6 INOTE4 '�pp'•• P SUITE 338 DRAWING NO.: NOTE 4 SURFACE BOLT �i��S ••..••••• DANIA BEACH,FL 33004 JW122008 NOTE 4 SURFACE BOLT SCALE:�,�OXO�_0" SCALE=1'DUAL UNI (OX) OO°(XO) 6 NOTE 4 SEE NOTE 3 ��i7S�pNe 11� �`�� FBPE CERT.OF AUTH.NO.29578 s'E; 4 GF 14 SEE NOTE 3fit 1" Item DESCRIPTION _ Material MIN. MIN 1" 1"MIN 1" 1"MIN MIN. 1 HINGE JAMB 1 114"z4-5'8'FINGERJOINTED PINE PINE — MIN, 2 HEAD JAMB 1 V4"x4-518"FINGERJOINTED PINE PINE o Ed 5 28 m 5 28 iv g 5 28 3 LATCH JAMB(1-1!4'x4-518"FINGERJOINTED PINE PINE m 16 W OTE 1 w OTE 1 w OTE 1 4 SIDELITE JAMB 1.114'x4.5/&"FINGERJOINTED PINE) PINE o0'i SHEET 6 _ SHEET 6 SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1!2"MIN.EMBEDMENT STEEL j Q `�= t g 29 29 29 6 4'x 4'BUTT HINGE 12GA. .089"MIN` STEEL m v z 7 #8 x 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL Uj j 2 I ^p n 2 ) #8 x 1 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL U Q - 'r 3116"ITW BUILDEX TAPOO'WITH 1 114"MIN.EIdBEDMENT STEEL Z 0 Q M N _ .� m- COMPRESSION WEATHERSTRIP LoxSeal650 VINYL Z W O-'m 47g 11 AFCO A-297 OUTSWING BUMPER SILL 6063-T5 _ °� . a F- SEE DETAIL A16 SEE DETAIL A a 1 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL' LVL J Q a SHEET 12 SHEET 12 37 36 t I 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-OLH-R17 6063-T6 AL ALUMINUM M Q Lo 10 SEE DETAIL 16 14 #8 X 1"PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W M Y d 31 16 A SHEET 1215 ATA STRIKE PLATE 30 ,� -R4 GLOBAL PRODUCTS STEEL 31 16 TOP RAIL LAMINATED VENEER LUMBER LVL 30 45 46 ;,. 17 BOTTOM RAIL.25GA 0.018"GALVANIZED STEEL STEEL 30 18 HINGE SIOE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 21 21 40 20 LOCK BLOCK 1.688 X 3 116"x 12'LG PINE PINE O 1.00"O.A. C 21 OOL LIP-LITE FRAtrAE#686-BKWD NDA:#13.0219.03 POLY•PROP. p INSULATED O 1.00"O.A. O22 1.00"O.A.INSULATED TEMPERED GLASS GLASS wU,L j TEMPERED GLASS INSULATED ; O 23 16 Ga.7/16'CROWN x 2'LONG STAPLES STEEL cc p F p 2 TEMPERED GLASS p w 24 CORRUGATED NAIL 112'x 11116'25 GA STEEL ¢ z p m x 25 KWtKSET LOCK SERIES 400 STEEL Oz O m w w w 26 KWIKSET DEADBOLT SERIES 980 STEEL 1w- w w ° = 27 98 x 2112'PHILLIPS FLATHEAD WOOD SCREW STEEL o o SEE DETAIL A w z SEE DETAIL A �( m F 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD O O N;x SHEET 7 ro d SHEET 7 w ¢ CD 00 29 NON-COMPRESSION SHIM 114'MAX.THICKNESS WOOD x o m m a 30 = 30 EXPANDED POLYSTYRENE 1.0 TO 1.251bs DENSITY MFG BY JEL0.WE FOAM Z w a N J g / w 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL ¢ v O 22 22 31 ¢ A-525 COMMERCIAL QUAUTY 0.018'MIN.THICK.) ALVANIZED � w o F J '' a 32 VINYL DOOR BOTTOM SWEEP VINYL o W m 33 CORNER PADS 2,LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a I c0 a 21 a SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP o} 30 O ° 34 #6 x 1 1/2'PHILLIPS WOOD SCREWSTEEL ca v 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL p 31 30 36 318"QUARTER ROUND MOULDING WOOD w Z 40 w. 37 SILICONE BEAD DOW 1199 SILICONE 2 zLL''�w 10 31 38 AFCO A-096 THRESHOLD OPTIONAL 6063-T5 AUCOMP. z W LL Z N 17 �' 39 ASTRAGAL THROW BOLT,STEEL ROD,5116 DIA.x 18' STEEL ~ D ¢ 32 10 17 40 IVES SURFACE BOLT#454 8A"L X 3/4'W X 114"THK. STEEL p¢w? O ON 44 32 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a o~o 0 o v w 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD n ¢O a �38 11 32 45 46 a0 43 SEX BOLT 10-32 X 1.9116 LG X 5116 BARREL STEEL "r w o j 36 11 44 IVES SURFACE BOLT SPACERS STEEL N N w NOTE 1 _. 45 IVES SURFACE BOLT STRIKE PLATE STEEL _ l N O Q SHEET 46 #8 X 314"LG FLATHEAD WOOD REWS FOR STRIKE PLATE STEEL 5 5 NOTE 1 47 1 114'BRAD NAIL 18 G ��� �i� STEEL O iv rri HEET 6 NOTE 1 �� ..�.. �� p u m¢Z 1 P Z m II. 5 HEET 6 _ p :- DATE: 8112108 ttI w MIN 1"MIN 26 W —IMIN 1„MIN 28 z w—1 1• 28 ' N\� 7y�/ p scare AS NOTED MIN 1'MIN _,k - HERMES F.NORERO // FLORIDA P.E.N0.73778 owG.BY: WED VERTICAL CROSS SECTION, A ACTIVE DOOR TYP. VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, 9 W 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY SIDE LITE TYP. �C1 SURFACE BOLTS TYP. O ').qCQ (OP•'��: SURE 338 DRAWNG NO.. 5 SCROD LE:3RAM-EOINSTALLATION 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION ��'i�`SS'lpNAt��G��` FBPEDANIA CERT.EA RUTH.330 29578 JW122008 SCALE:3'=1'-0" SCALE:3"=1'-0` ''��ftl�II %%%%xSHEET oF 14 IV 114.EDGE_ 1'ldlY.ECGE_ DISTANCE 1'MIN.E DISTANCE I'MIN EDGE 1"MIN. — 1"MIN. -- I—DIST 'E - DISTANCE m 1"MIN, - a w - 1"MIN, . c�0 I 9 28 42 NOTE 2 9 28 42 NOTE 2 h {p. 2n �� m { 29 { 29 42 47 Z d LL Z LLI Y = z g� 16 _ 47 o= _ M Q h 36 O �N 2 2 z L11 cmD_ SEE DETAIL A E DETAIL A 37 16 w EE 0 0L A SEE DETAIL A SHEET 12 10 31 SHEET 12 W HEET IO SHEEP to _1 IIN.EDGE 1'MIN.EDGE 30 31 TANCE DISTANCE I 30 r VERTICAL CROSS SECTION tD VE TICAL CROSS SEC ION o k,6,,'FIXED UNIT 1X BUCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTION IN o 21 ` 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w SCALE:3"=1'-0" SCALE:3"=1'-0" o o F a 1.00"O.a. 1.00"D.A. �_w m Z N C5 INSULATED EDGE OF CIO INSULATED EMPERED GLASS 1 5/8'-- PANEL ¢OZ o TEMPERED GLASS o w p F 1J8'—— 0 3. o w = O = EDGE O o` _DO O z w PANEL \ w o 1' > U) w �.� uj m = r W x { I =om m ¢O SEE DETAIL A w w / ' t v w SHEET? w m ¢ SEE DETASH EIL AT7 fl za I 1 I LLrul `y" ~U 1 22 a a 1 N w o of / 22 a C7 a in m r,•" (L0 21 i' {a DETAIL A SURFACE DETAIL B SURFACE rn 30 O C7> BOLT TOP LOCATION BOLT BOTTOM LOCATION N N~ SCALE:2"=1'-0" SCALE:2"=1'-O" W m 30 ¢ O¢ 31 Z z l- 31 NOTES: Z w U O O 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11, Q¢ O m 10 17 0ou1=> 172. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS O SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. 37 32 0 o al 1" 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N m hw• 38 11 MIN 1" 37 CONFIGURATION. N m ¢ f 38 11 MIN— "O O JLJL A. OPTIONALLY,ANCHORS CA AMU IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM b T D. 32 ``�M� �EW. O m¢Z r __ w.��• w�.• P DATE: 8/12108 •' A., l'J�{f�J�1y sc4c:AS NOTED n 9 { I f 9 N " J/• O HERMES F.NORERO g w If 1' 103' " ( ^ _^I ' FLORIDA P.E.NO.73778 mvr BY: WBD MIN _. MIN I MIN MIN. S v --/ LU 398 E.DANIA BEACH BLVD. CHK BY: S.FREY OC <p0?: �� SUITE 338 otnwnGNo.: n SCALE:3Y j�p CONCREOTE INSTALLA DOOR ON TMP SCR N 3Y ANO CONCRETOE INSTTALLATIONP ''����Ss+ONAi E�`G���`` FBPE CERT-OF RUTH.0.29578 y 6122008 4 1 114 1/4 MAX, MIN.EM 29 -SHIM 3 11D) @ SEE DETAIL A 10 4 SHEET 12 10 3 31 79 19 3 JO 2 3721 T I I C) i 31 30 2t 22 22 iq 22 > cr 0 0=NOTE 314 0 CO NOTE•23 47 ACTIVE 7 6 84 1- CA 06 EXTERIOR 7 INACTIVE EE NOTE 2 b x EXTERIOR z 0 c') EXTERIOR EXTERIOR < CJ NOTEa zA 42 36 47 rQ HORIZONTAL CROSS gQjLQNHORIZONTAL CROSS SECTION W lc� HORIZONTAL CROSS SECTION ��7KD WSCALE: 2"=l'-O" SCALE: 2"=1'-0" < I- (A7ONTAL CROSS SECTION k 3; _7,/SCALE: 2"=l'-O" _j < MASONRY & CONCRETE INSTALL d r- 2'n SCALE: 2"=1'-0" SEE DETAIL A 114 MAX. co < I/4'MAX. SHEET 12 SHIM w 114"MAX. 114"M EE NOTE 4 SHIM 1 1/2" 31 SHIM SHIM 1 114* SEE DETAIL A 19 10 Z SEE DETAIL 4 MIN.EMS. SEE DETAIL A MIN.EMS. SHEET 12 in, I-MIN.EMB. 5� SHEET 12 21 SHEET 12 1 3 1 )4 2 31 18 1 0 t- 'FF NOTE I z 31 16 10 z zi 0 9 SEE NOTE I EXTERIOR LU _L a: Lu L) 5 EE 7 6 8 0 UJ t- Lu SEE NOTE 2(3/4 W3 (r9,9 NOTE I EXTERIOR a EXTERIOR rH HORIZONTAL CROSS SECTION cn U) 7 b �4_ 00 (D EXTERIOR WOOD INSTALLATION 0 Z U) t-G-", HOR17ONTAL CROSS SECTION 0 SCALE: 2"=l'-O" 35 5 05 37 0 L) I F HORIZONTAL GROSS SECTION 3:' Of HORIZONTALCROSS SECTION \,Z�l WOOD INSTALLATION &�- \7j MASONRY & CONCRETE INSTALL i3 C) SCALE: 2"=l'-O" 10 WOOD INSTALLATION SCALE: 2"=V-0" 21 30 31 18 19 21 22 woo SCALE: 2"=I'-O" 22 Eolp m z 0 1114• N V t/4'MAX. 114"MAX MIN,EMS. w LL. V <' o ti SHIM SHIIA�l in 9"SEE DETAIL A 1... 3' SHEET 1, SEE 0 IL 31 D' EE Z. OI 0 SHEET 12 SHE 2 0 E NOTE 2 < 0302 1 1 1 ai. EXTERIOR z J. t Do m SEE NOTE 3:1 kil A HORIZONTAL GROSS SECTION 8 B EXTERIOR SCALE: 2"=1'-O" EXTERIOR EXTERIOR 9 rK-'\ HORIZONTAL CROSS SECTION NOTES; Ill W SEE NOTE 2 SEE NOTE 2 4 �7 SCALE: 2"=1'-O" 1.FOR ANCHOR SPACING(ITEMS 95 OR 49),SEE SHEETS 9,10.&11. Do EE NOTE 4 Z Z 2,SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). F a<EL Z w 7 0 o HORIZONTAL CROSS SECTION i HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13; 1.-L) MASONRY Ry a o< -OS2 WOOD INSTALLATION 7 N CONCRETE INSTALL on LHXiE FROM BOTTOM:112",2",3 1 r2'.20",24 3/4'. SCALE: 2"=1'-0" SCALE: 2"=l'-O'* FROM TOP!112',2'.3 12",20'.24 3/4%39". o�cL o-L) (L=) 1 114" -@@SEE NOTE 4 A'MAX, 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILSMIN.EM 1 112' SHIM 5 D SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. 1/4'MAX, MIN.EMB. \LAIV rn SHIM SEE DETAIL A 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD Na t7z II SHEET 12 ANCHOR SCREW CONFIGURATION. cl F6 0 SEE DETAIL A 21 SHEET 12 —l12'MIN GLASS BITE A.OPTIONALLY,ANCH(%K�WWV _z 1 1B 18 31 DOW 1199 SILICON WED IN ARROW Z' 31 n2l -Z 22 SECTION OF HEkO'�� C'�ll A Z V& MENT IS ACHIEVED, 10 18 1� 118*TEMERED GLASS MINIMUM EMBED' 2261 DATE: 8112108 3/4"AIRSPACE 0 _-7, t SCALE,AS NOTED 28 a 29 6 7 30 1314 E.N0.73778 HERMES F.NORER0 owa Gy: WED FLORIDA P. E. 7 30 EXTERIOR EXTERIOR Z 398 E.DANIA BEACH BLVD. cwx.ay; S.FREY f_N'�HORIZONTAL CROSS SECTION SUITE 338 DRAWING 0.: .......... GLAZING DE SS H RIZON L CROSS SECTION JAIL A 118"TEMPERED GLASS DANIA BEACH,FL 33004 JW1 22008 7� MASONRY & CONCRETE INSTALL WOOD INSTALLATION SCALE: 6"=1'-0" Al- FBPE CERT.OF AUTH.NO.29578 SCALE: 2"=l'-O" SCALE: 2"=l'-O" 1110 �. EETL_7 cc 14 4 NOTE 4 10 SEE DETAIL A IWMAX. 1 114" 30 21 SH SHIM (2118q I 19 31 3D 2t 219 19 SHEET "T 31 3u MIN.EMB. 0 31 co > _j o 3 4 36 4 cj) SEE NOTE 2 EXTERIOR SEE NOTE 2 SEE NOTE 2 EXTERIOR z o -J co SEE NOTE 2 NOTE 2 EXTERIOR EXTERIOR CL LL C4 LLI co rA--'\HORIZONTAL CROSS SECTIO UJ Y 2:00 HORIZONTAL CROSS SECTION HORIZONTAL \<V SCALE: 2'=1'-0" SCALE: 2"=1'-0" MASONRY & CONCRETE INSTALL _<j Q HORIZONTAL CROSS SECTION y k,�SCALE: 2"=1'—O" SCALE: 2"=1'-0" m <-T z le SEE DETAIL A 11141, W t- -j SEE DETA!L A 112' (5) SHEET 12 rMIN.EMB. 3 4 w co) SHEET 12 MIN.EMB. iy y -1 (no) Z 17/ 1 1 114'MIN_ Mg Kw z TF 0 41 0 0 EMBEDMENT z g 19 19 3 02 iE 5 IT 0 z SEE DETAIL A 0 7 NOTE 4 C9 w 0' SHEET 12 w"z i- Lu 7 6 6 w8w 0 EXTERIOR _114"MAX. EXTERIOR SHIM ..add'ihi-MAX SEE NOTE 2 EXTERIOR N EXTERIOR <00 SHIM 29 9 8 z U) S 30§ o �/4-MAX. (9 D�co) 0 HORIZONTAL CROSS SECTION rF-"\HORIZONTAL CROSS SECTIO KG'�HORIZONTAL CROSS SECTION SHIM E 23 1- \_8.)MASONRY & CONCRETE INSTALL SCALE: 2"=1'—O- HORIZONTAL CROSS SECTION !g 0-1) < WOOD INSTALLATION 0:D SCALE: 2"=I'-0" SCALE: 2"=1'—O" - I- Lo�6 2 0 FIXED UNIT I X BUCK OPTION IN 1:0 z 1 114" 1 112* SEE DETAIL A MASONRY & CONCRETE INSTALL 9 ANCHOR SIMILAR)114*MAX 114'r"AX- SEE DETAIL A MIN.F1,IBj SHEET 12 1� (LEFT—HAND ANCHOR 7101T"�ANR) ELL ww-x w. N 2 MIN.EMB. U) 0 SHI SH141 SHEET 12 10 0 = SEE DETAIL A 9 2 118, ui 0 1 1r21 w a MIN.EMB SHEET 12 20 31 N tT TEMPERED 41 (9 w 0 10 25 z 000 n z 22 2! 2 z Z C11 I 114*,1611N._ • EMBEDMENT • 1/2' 3 3 AIRSPAC w u)LL 27 3 27 29 WMAX�I -� EXTERIOR SEE DETAIL A < (D 30 EXTERIOR z 29 SHIM ...... SHEET 12 z QF Z 28 NOTE 4 2 42 MODEL 799 VENTED HALF LITE a 0 I rj-�HORIZONTAL CROSS SECTION a HORIZONTAL ROSS SECTION /-I-'\HORIMNTA 0 w rH L GROSS SECTION WOOD INSTALLATION \�B�WOOD INSTALLATION MASONRY & CONCRETE INSTALL SCALE:2"=1'-O' 0 a LL!:r> EXTERIOR W a-a-L)w SCALE: 2"=1'-0" SCALE: 2"=1'-0" 1114" SEE DETAIL A NOTES: SHIM Cis MIN.E W SHEET121.FOR ANCHOR SPACING(ITEMS 49),SEE SHEETS 9,10.&li. m HORIZONTAL CF SSECTION z20 31 Ila, 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). 8 /OPERATING UNIT 1X BUCK OPTION-IN & 1 19 2 EMPERED CR ETE INSTALL 9 3,ASTRAGAL SCREW PATTERN SPACING FOR#13: Wy" CON AV vt 7 . RIGHT—HAND ANCHOR SI 0 FROM BOTTOM:112",2',3 112",20',24 3/4". (LEFT NQS M L) m<z FROM TOP:112",2,3 1/2",20%24 314'.39'. oAlc, 8112108 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS 2 2 112" rC-Y D\SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. 7 • SCALL� AS NOTED T 3 41 AIRSPACE Q�;w NORERO MG.BY: WBD 5.TAPGON MASONRY ANCHOR SPACING SAME AS WOOD TA FLORIDA P.E.NO.73778 3 EXTERIOR 398 E.DANIA BEACH BLVD. FMK or: S.FREY WMAX. ANCHOR SCREW CONFIGURATION. SHIM- MODEL 799 VENTED HALF LITE SUITE 338 DIIAVIING 140 HORIZONTAL CROSS SECTION 6.OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW DANIA BEACH,FL 33004 JW1 22008 MASONRY AND CONCRETE INSTALLATION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. FBPE CERT.OF RUTH.NO.29578 SCALE:2'=1'-O" -14 SEE DETAIL.E SEE DETAIL A ` SHT.9 SEE DETAIL A SHT.9 -+Y SHT.9 — O SEE DETAIL A I--I 5"TYP SHT.10 1— a I _ .-69-IT SEE DETAIL D .�9"TYP m O SHT.10 SEE DETA A O 6"TYP JII SEE DETAIL A w F - r --5"TYP I 3'TYP SHT.10 / SHT.10 CC i 1 r �I �--5°TYP 3"TYP �,/ Z Q M 1 1 1111111 I I I 'll I I _ LL N a - = I 2" I f I 111111 _ Z co ` = I 12" FL - w co - - u _ I _ 2 - G ( -221' I w i g ui w ( I SEE NOTE 2 -32" w a 1LI r` _3= r ABL JAM S -52' IDPTIONAL I (WOOD INSTALL) 5 _ I I 1 I I -62` - ro _ (MASONRY INSTALL) 9 (WOOD INS ALL, o I TYP SEE DETAIL B (MASiNRY INS ALL) \\\ 72" I m o ` SHT.10 _ 8, I (WOOD INSTALL) I I I I i i l l l I III 4 1 1 I 1 I I I I I 1 1 1 1 8 F Z SEE DETAIL F 9 (MASONRY INSTALL) w rn O SHT.9 P ....... ... ... <O z -ANCHORING LOCATIONS O o co OUTSWING SINGLE UNIT (X) / SEE DETAIL B / SEE DETAIL B c? rn w SCALE: 3/8" =1'-0" SEE DETAIL C SHT.10 SEE DETAIL C� SHT.10 o a j 0 r SHT.9 w p 0 Z p SHT.9 ANCHORING LOCAT 11 DOUBLE ANCHORING LOC TIONS DOUBLE T o O ° OUTSWING UNIT W/ 1 SIDELITE IXXO) UT W UN T X Z w o W v SCALE: 3/8" =1'�-O" SCALE: 3/8" =1'-O'* ifw,2 v z NOTES: w o NOTE? NOTE 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR o � �- AND EXTERIOR SURFACES AT SPACING SHOWN, +/-l", FOR a o a a TOTAL OF NINE FASTENERS PER SIDE. m m 2. CORRUGATED FASTENERS ARE UTIUZED ON DOUBLE HACK JAMBS : 1 NOTE s 1 ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. NOTE u •o• o D / 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w w w 4 7 4 4. SEE SHEET 10 FOR SIDEUTE FASTENER LOCATIONS. z DETAIL C 5. SEE SHEET 10 FOR SIDEUTE BRAD NAIL LOCATIONS FOR w�o O LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT QUARTER ROUND MOULDING ATTACHMENT. o a w(9<n DETAIL A QETAIL B O 0 ul ul & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILJ E� a a v UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-O" AT FABRICATION WHEN ASTRAGAL IS APPLJED AND THROW BOLT PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-0" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN c o BOLT STRIKE THE FIELD. N o w SCALE: 1/2" =1'-O" / 46 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. NOTE 7@-1 SURFACE BOLT HO E ALSO DRILLED AT FABRICATION WHEN BOLT LOCAT10 i�Y+ 1 [NED. STRIKE PLATES ARE ATTACHED o IN THE FIEI�p`ODES.•.. O "I m¢z -lc�::'41G +)S '? }� oATF- 8112108 / o N 771), HERMES F.NORERO SCAM NOTED 46 ✓••.•��TATO FLORIDA P.E.N0.73778 CHK BY: S.FREY 45 NOTE 7 w 398 E.DANIA BEACH BLVD. �no` P;•`mow? DETAIL E AT HEAD DETAIL F AT SILL SUITE 338 OfWMNGNO.: SURFACE BOLT PLATE SURFACE BOLT PLATE ��icSS�ONAL��Ci`'�� FBPE NIIA B.EA H,FIL 33004 NO 9578 JW122008 SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-0" ��hrf1fjj111t��� sereT9 Gv 14 SEE DETAIL A SEE DETAIL E� SSHT.9 HT.9 n i SEE DETAIL C SEE DETAIL D SEE DETAIL C '� ci � 5"TYP SHT.10 SHT.10 r 5"TYP y SHT. TYP SEE • m O 9"TYP 9"TYP} ;0 6"1 YP SEE DETAIL DETAIL A t- 'a ry 61 TYP 6"TYP SEE DETAIL A I y 3"TYP D SHT.10 SHT.10 z �j ir -1 1 n 3"TYP I 3„NP f SHT.10 i` w SEE m Z O Q c� I I 11 I I l I I L I l I = DETAIL D D IL N SHEET 9 Y S ccoo _I I 11 11 I I I I I I I 1 1 1 12(, I I_ F• 12° I la > 2 I > J Q t 1 I I i -12" + w I -22? I _ ` SEE r- Lo L9 1__ I ++I -22Z I u = SEE NOTE 2 I E 1 = ICL ( - g MULL POST -32" I m SHEET 9 c+2 Y Q LU MULL POSTi SEE NOTE 2 -32" I _ -42" _ m DBL ABS x - DBL JA S -42" - 2 OPTIONAL -52" I < i I -52" _ (WOOD I TALL] < (OPTIONAL h: 5 -62" - IY - (WOOD INSTALL)5 -82" _ m (MASONRY I TALL)g I 00 a� I MASONRY INSTALL 9 i I I _ I TYP X72" ' W� TYP I 7 " I _ IL I I 1 1 I 1 1 1 1 11 I 118"! I l i O o r Z I I III III I III 111 Ii! SII I I � � QOZ O LATCH AND HINGE MULLIONS O z v J •,, _ ,_ •,, _ SEE DETAIL B TYP FOR ALL FRAMES �3� OJ_ ® SHT.10 SEE DETAIL F SEE SCALE:112"=1'-0" 0 m0� (9,/ SHT.9 DETAIL B O Z SEE DETAIL C _ / ANCHORING LOCATIONS DOUBLE SHT.10 =a m m a, SHT.9 OUTSWING UNIT W!2 SIDELITE 1000) ANCHORING LOCATIONS SINGLE m w x w O SCALE:3"a"=1'-0" OUTSWING UNIT WI 2 SIDELITE(OXO) 1 3 4 2 3B 11 z W o n U F-N J Z SCALE:3/8'=l'-O" 23 L I w 0 < < L o r 2 a C7 a 1 3 4 N 3m o DETAIL A DETAIL B - TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAtdBS 23 4p SCALE:1-112"=1'-0' SCALE:1-112"=1'-0" 2 w � n < m C7< I - 27 2 2 NOTES: I-0<a z 40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR �I.W.-LU V❑O AND EXTERIOR SURFACES AT SPACING SHOWN.+1-1",FOR DO<<ui=V) ti —I-- --�-- 2 24 TOTAL OF NINE FASTENERS PER SIDE. d�a:0 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o _ 3. SEE BHT 10 FOR LATCH AND HINGE LOCATIONS. 0 o o W 2 23 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ip-0 ROUND MO��WTJ/�{HMENT. . 35 23 6. ALL VIEVu$� ((EJJFR2 Qy�' +- C) mQz Dare: 8112!08 �4( * SCALE:A5 NOTED HERMES F.NORERO DA-G.Uy. WBD 23 = Z1 :" T T F [t: FLORIDA P.E.N0.73778 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D 1� W 398 E.DANIA BEACH BLVD. cm,ayr S.FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB �� 1. 4:'_� SUITE 338 DRAVNCNO.: SCALE: 3/8" = 1'-0— SCALE: 3/8" 1 —0 SCALE:OR HEAD1TO MULL POST SCALE:1-112"=1'-0" ���i�`sS/0N111 E�Gi��`` FBPE CEIRT..OP UTH.0.29578 sr Ev10200084 r SEE DETAIL A SHEET 9 SEE DETAIL A SEE DETAIL A c�D Q. 5"TYP SHT.10T5"TYP SHEET 9 O 9'TYP a TYP SEE DETAIL D -"-9"TYP ---9°TYP Jcr { SHT.10 6"TYP 6`TYP G7 0 t 3"FYP �- r �Io ///���SEE DETAIL A I 1 1 I 1 1 1 1 1 1 1 I IIT 1 3°TYP -+ 3"TYP ( SHT.10 U jr -I I _ l j z;,- } _ I 11 1111111 Zou-C4 SEE DETAIL C I ' -224; I~L W a � Lu = - SEE DETAIL C ¢v - SHT.10 -32" w n SHT.10 I I - M Q Lo SEE NOTE 2 n J= MULLIPOST DBLJAM BS -52" - - OPTIONAL MULIJPOST (WOOD INSTALL) 6 I -62- m L (MASONRY INSTALL) 9 ^o o - TYP -72" w `n (WOOD INSTALL}( 0 76- m (MASONRY INSTALL}9\,I o L TYw-� i 1 111 i Illllir t i t IrOw . . ... . .. . .. . .. ��SEE DETAIL 8 O w r j z0 SHT.10 SEE DETAIL B ¢p0 c7 F6 SEE DETAIL C� SHT.10 g 30: � o ANCHORING LOCATI NS DOUBLE / 0 � -� SHT.9 OUTSWING UNIT W� ID IT (OXXO) SEE DETAIL CJ p d O W SCALE: 3/8" =1'-0" SHT.9 _ '07, O } p ANCHORING C2NS DOUBLE y o- O etl SEE DETAIL E SEE DETAIL E OUTSWING UNIT WP 1 SIDELITE (OXX) z w ox w = SCALE: 3/8" =1 -0" LL Iw-N N Z SHT.9 SHT.9 N p < K wo IL a. 5°TYP 9" TYP. SEE DETAIL D a c7 a 5°TYP FSHT.10 9"TYP. m 6"TYP' SEE DETAIL A D 6'TYP SEE DETAIL A v� 3°TYP• r r. SHT.10 3°TYP. r SHT.10 I I I I I It _ I 11 1 I \\\ NOTES: w N w 4 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR Q Lu m I LSEE DETAIL C 2' I-+ - L �a =L AND EXTERIOR SURFACES AT SPACING SHOWN, /-1",FOR Z H N SHT.10 c7 SEE DETAIL C TOTAL OF NINE FASTENERS PER SIDE. L p=a z w — -22° w SHT.10 w O p 0 _ - SEEN E 2 2 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK C,¢ O w Q. MUL POST _ JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. O❑w=> g DSL JAMBS -32" ¢ I 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. a=a O OPTIONAL =ti w _ V52' u_•-. _ _ 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. v 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER MULL POST ( ODINS,,,TIIIY"""+LL) 5 ROUND MOUNDING ATTACHMENT. m m _ I io IMAs NRY INS I r+LL) 9 6. ALL VIEWS FROM EXTERIOR. ( OD INSTALL 5 -62- o TYP Illlillll/� (MAS RY INSTALL)9 -72" `O `����1�S F. ����� p i-1-1Z TYP I _ i 1 1 1 1 I III �i 76 CATS: 8f1 2108 i O scull:AS NOTED SEE DETAIL B SEE DETAIL B 'N 7 �= HERMES F.NORERO • =* w ff f * MG.BY WED ® SHT.10 SHT.10 p f4T�T�q� ? 398 LE.DANIA BEACH BLVD. CHK BY: S.FREY SEE DETAIL F _f N l t� w SEE DETAIL F �q •,'l� Qr.:° SUITE 338 CRaW44GNO. SHT.9 ANCHORING NGGUNOCANTIgN2 SINGLE TE (0X0) SHT.9 ANCHORING 8 NR W/X15 SIDELITE (OX) ' ONALI�?Gi��`` FBPE CEIRTBOF RUTH.NO.29578 SN JW12 p0084 L I-45/518"—1 4 =r MEL—, Its Nr -11-118"(MIN) 4 9116" I 5 3i8" + ? J O Do WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD 1 /�1 OUTSWING THRESHOLD FINGERJOINTED PINE 4.4x12 GA.STEEL AFCO A-496 O/S BUMPER SILL WITH PINE SUBSTRATE &AFCO A297 —I 1 112" U 2 SCALE:3"=1'-0" SCALE:3"=1'-0" 38 &DD-233-0 OUTSWING ADAPTOR BASE 6063-T5 ALUMINUMICOMPOSITE PLASTIC Z O ¢ SCALE:6"=1'-0° SCALE:6"=P-0' 35 MULL POST 7. W LL N 3 O LAMINATED VENEER LUMBER(LVL) Z Y = m 4 SCALE:6'=l'-D" W J ~Q p 1 1 1116"r A B 1i�r"pg� I_' pJ ccfi 1 Q L 318" - (r II 1'18"-I r1 3i8" 5. N CD �-f1I � J I tc� y O_ t„I� ° ®❑� o I1 11/161 3!8"_HI 118" m i STILES AND RAILS 111/16" T A B 1 16 TOP RAIL BOTTOM RAIL COMPRESSION I•- 518' 18 HI GE STILE 17 25 GA.STEEL 19 LATCH SIDE STILE WEATHERSTRIP SECTION A-A SECTION B-B LAMINATED VENEER SCALE:3"=1'-0" OLAMINATED VENEER LIMBER(LVL) 00 LdXSEAL 650 LUMBER(LVL) SCALE:3'=1'-0" p IASTRAGALCGLOBAL) w VINYL , SCALE:3°=1'-0" c5 w 6063-T6 ALUMINUM SWAT&STRIKE&DEADBOLT 0 p w SCALE:3°=1'•0" 6063 T6 ALUMINUM SCALE:3"=1'-0" ¢p m f- 00 f �� O o NOTE: 0 3 1!8"— 1 314" 1.2"CUT OJ O p0 I— I -(1 3!4"f�� 718" � LENGTH ® 18" ,� w o O o > O m L N W X i7 -I 13/4"�-- z ° T 39 ASTRAGAL BOLT y N a p DOOR BOTTOM SWEEP OR PADS �AATERIAL:COLD ROLLED STEEL �'o 20 LOCK BLOCK 32 VINYL 33 LASTIC ZINC&YELLOW CHROMATE o a FINGERJOINTED PINE �ODL LIP-LITE FRAME SCALE:3"=1'-0" SCALE:3"=1'-0° SCALE:3"=V-0* o a (9 a SCALE:3'=l'-O' POLYPROPYLENE(NOA:10-1209.01) 3„ SCALE:3"=1'-0" © 8 I~ °v J J m m 314' } m t7 C7 a L w z w�o 5. f 2718 1 _L I o L — �Z �ca 314" --19132- - ....................�... '� ` �� 1 9132" z w LL za I-m ` O O © �. N -4518" hpLLr9w=az k I O i paw- M,5 N L rev — —1 Oan~aoavw N 45 IVES SURFACE BOLT STRIKE PLATE I a 0 a O a 1/4"MIN. fi L STEEL \IVES SURFACE BOLT SPACER a o 11/32n+ SCALE:6"=V-0" P44 LASTIC IVES SURFACE BOLT SCALE:3"=1'-0" 40 STEEL - ,-,-)LVL DOUBLE BACK JAMB SCALE:3"=V-0" LAMINATED VEjyfMjLUVNYR(LVL) SCALE:6": c SES F• O ,�i�i U m a O 3/16"C-SINK. I NOTE z 1-USE#10 WOOD INSTALLATION SCREW Wl 1.50"MIN.EMBEDMENT Z; �� 'J.�O oas. 8112!08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. 7g�i SMFz AS NOTED 2-USE 48 x 2 112"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. _* / :* HERMES F.NORERO p yG DY: WBO 3-USE 3116°ITW TAPCON ANCHOR W/1 114"MIN.EMBED. _ p T [ FLORIDA P.E.NO.73778 1J •,/ ! 7 98 E.DANIA BEACH BLVD. a+KAY. WHEN INSTALLING INTO CONCRETEWASONRY SUBSTRATE AT SIDELITE SILLS. O� ., (C{R{pP, =<V 4/ 3S.FRGY` SUITE 338 ouvaNcno: DETAIL — A DANIA BEACH,FL 33004 JW122008 SCALE: 1/4" =1'—G" 'q��t�ON;i�,`��� BPE CERT.OF AUTH.NO.29578 s�Fe-1i2 oF 14 1/8"TEMPERED-- --1/2"AIRGAP coo 1/8"TEMPERED SEE DETAIL A 23718" i1 18 m O i6 U --- 9—Imo"---_—_ 24 2 Z O QJ'co 7 / v 6 1w 1 8 w Y 00 =0000 m 2 Q Q a 5 SEE DETAIL 8 to 18 3 W _ 1 -- - ------- - --- ; 5 -, co Y o_ A A 8 4 I 4 DETAIL A r= 1 3/4"MAX GLAZING DETAIL 10 " PANEL THK. AT HEAD RAIL o cn 21 j VERTICLE CROSS a SECTION Ww w VENTEDITEHALF 1/2"AIRGAP ow'w- 5 1/8"TEMPERE ¢ocD Z --1/8"TEMPERED Op? w g�� . 4 10 ��U wp0 > W 9 t . 3 11 Zwo w �J 15 w w OUTSIDE FRAME VIEW SECIION_H=E B 10 UW 0 0 0 VENTED HALF INSIDE FRAME VIEW LITE 4 16 / O o r. Ib v� 15 a S11 co in ECTION A-A VENTED HALF 1/8"TEMPERE 12 13 / 16 20 —1/8-TEMPERED w w� / 14 1/2"AIRGAP— z z� t8 / RELA�L@ �oaaz GLAZING DETAIL 0 000 10 AT MEETING RAIL 0 ao W=j 23 t 8 t7 INSIDE VIEW a a m w v 24 22 N O W 6 N NOTES: O `````��S1F4O 'Ei 14 FOR TEEM DESCRIPTIONS. O m a Z • `.('. DAT O�^ E: 8112108 4 T� 77 SCALE.AS NOTED + HERMES F.NORERO w;--r WBD o 0: - FLORIDA P.E.NO.73778 '• J W - 398 E.DANIA BEACH BLVD. MIK.01; 5.FREY '�Oi O? �� SUITE 338 DRAVANcNO.. G���� DANIA BEACH,FL 33004 JW122008 ��i"",ONA1 ���� BPE CERT.OF RUTH.NO.29570 sNEEr13 of 14 0 co n 0 m J fn 0 MATERIAL LIST (VENTED HALF LITE ONLY) uj.- ITEM PART NO. DESCRIPTION QYT MATERIALZ O Q M 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w LL r�o 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 w Y =° ° 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 J Q v C 10 <In 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 1009 SOLIDS BUTYL ELASTOMER W co 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 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL w w 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w m F n 12 16806-000 RIGHT LATCH 1 NYLON 6 0 o z w CC 13 16807-000 LEFT LATCH 1 NYLON 6 3 ui m ~ 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL o o wo Y w 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C Earo. $ o 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w N m 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 'L! w o 0 18 DOW 1199 AR SILICONE SEALANT 0 `� a a 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING �O} 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 N c�GOm 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w z 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE w Wow w J 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS Z �w z 24 10046-000 SPLINE 6.1' PVC v w LL r, =o cn0 J U Ln OQW_ (� oaal aW=> � N O N a o W � Nil a F z i 8112108 7 7 r O scnLE:AS NOTED HERMES F.NORERO WBD F FLORIDA P.E.N0.73778 er: pOH;rq��E 9 ru` 398 E.DANA BEACH BLVD. r,lv,. S.FREY C�Rfp SUITE 338 DRAWING No DANIA BEACH,FL 33004 JW122008 '�i��s,ONAi FBPE CERT.OF AUTH.NO.29578 SMEE7I4 of 14 BUILDING D RO Iv S 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 A Perfect Solution in Eve Drop Y � P 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product E-valu"Ition Report Of JEL,D-WEN, ine. Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 ®utswing Door System for Florida Product Approval Current Florida Building Code .Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Outsiving Door System Material: Steel/Wood Product Dimensions: 148-1/2"X 80-7/8"(Maximurtt) Prepared For: 3737, Lakeport BINA Ka:lat idi Falls. OR. 97€0 SES F. O Prepared by: `s4� Hermes 13}e4 i . orcro. P.E. 7 Florida Professional Engineer#73778 Date: 11/11/2014 -o TT 5�F Contents: ���� FS, .......•'' GN�`�` Evaluation Report Pages 1 —4 �fijON;;;%Xe`�� Digitally signed by Hermes F.Norero, P.E. Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.01.07 14:36:12-05'00' Florida No.73778 BUILDING DROPS t'• Date: 11/11/2014 µ'a A Perfect Solution in Every Drop Report No: 3320 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door,Wood Edge Glazed 12-0x6-8 Outswing Door System 148-1/2"X 80-7/8" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW122008,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). - 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW122008 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 11/11/2014 A Perfect Solution in Every Drop Report No: 3320 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 202-94 • ASTM E 331-00 • ASTM E 330-02 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization#TST1589) Report#: NCTL-210-3558-1, Report Date: 10/07/2008 Report#: NCTL-210-3558-1A, Report Date: 10/21/2008 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 3. Material Testing for'Dylite'EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report#: 3113726SAT-001 Date:02/05/07 4. Component Approval:HP Polypropylene by ODL,Inc. Miami-Dade NOA: 13-0219.03, Exp. Date:01/17/16 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any,between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code.The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have-been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 d e ' BUILDING DROPS <- A Perfect Solution in Eve Drop Date: 11/11/201 � Report No: 3320 - � Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW122008)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Without Surfa With Surface Bolts Positive 45 PSF* Positive 55 PSF* Outswing Negative i 45 PSF Negative 55 PSF 1. Product has been rated for wa on up to a design press4re of+30 PSF. If authority having jurisdiction requires that product meets this requirement at higher pressures,product shall be used when installed at location protected by overhang such that overhang(OH) ratio=OH length/OH height is 1.0. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4