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HomeMy WebLinkAboutProduct Approval 7 77 BCIS Home ; Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ! BCIS Site Map ' Links Search Floridad-- FLucie ::!Product Approvalyr USER:Puhlfc User Product Approval Menu>Product or Application Search>Application List>Application DetailFL# FL12509-R6 ig r_ -- Application Typeie�`D Revision Code Version so(0 2017 Application Status REVIEWED s' ® Approved RE7/IEYY`�►�ED FOR *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by tkg POC and/or the Commission if necessary. CODE COMPLIANCE Comments ST. LUCIE COUNTY Archived B®CC S Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 �� ���IV Y 0 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12509 R6 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Product Approval Method Method 1 Option A Date Submitted 01/21/2020 Date Validated 02/20/2020 Date Pending FBC Approval Date Approved 02/26/2020 Date Revised 09/29/2020 Summary of Products FL# Model,Number or Name Description 12509.1 Finishield/Gladiator 12'-5"x V-10",Glazed Steel Wood Edge Inswing Door with I Sidelites i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I FL12509 R6 C CAC NI009861-RS.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/3f/2028- Design Pressure: +45/-45 Installation Instructions Other: FL12509 R6-II JW192008 SS 2015-01-07.pdf Verified By:•Hermes F."Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports.._.. FL12509 R6 AE PER6566 SS 2020-02-11.pdf Created.by,Indeperident,Third Party:Yes 12509.2 =FinisWield/C.ladiator 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 R6 C CAC NI009861-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2028 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R6 II JW192008 SS 2015-01-07.pdf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party:Yes Evaluation Reports FL12509 R6 AE PER6566 SS 2020-02-11.pdf Created by Independent Third Party: Yes 12509.3 [Fishield/Gladiator 12'-5"x 6'-30",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R6 C CAC NI009861-R5.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2028 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R6 II JW122008 SS 2015-01-07.pdf Verified By: Hermes F. Norero,PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R6 AE PER6567 SS 2020-02-07.pdf Created by Independent Third Party: Yes 12509.4 Finishield/Gladiator 12'-5"x V-10",Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509 R6 C CAC NI009861-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2028 Design Pressure: +55/-55 Installation Instructions ; Other: FL12509 R6 II JW122008 SS 2015-01-07.pdf Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R6 AE PER6567 SS 2020-02-07.pdf Created by Independent Third Party: Yes Back fdext 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 a-mall 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 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. NAMI NOTICE OF PRODUCT LINE CERTIFICATION F o Certification No.: NI009861-R5 Page 1 Date: 04/14/2009 �4 s N ,y Revision Date: 01/20/2020 Certification Program: Structural Company: Jeld-Wen Code: 1822-1 A The"Notice of Product Line Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen Gladiator/Finishield Glazed Wood-Edge Steel Double Doors with Glazed Fixed Side-Lites Test Report: NCTL-210-3558-1 &NCTL-210-3558-1A Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 1/4"crown x 2" long wire staples at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 Certification No.: NI009861-115 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills: Endura,AFCO See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 NOTICE OF PRODUCT CERTIFICATION T+�y�-c Company: Jeld-Wen Exterior Doors Certification No.: NI009861-115 Page 3 G .4� 3737 Lakeport Boulevard Certification Date: 04/14/2009 ? iyy '' °� Klamath Falls,OR 97601 Expiration Date: 10/31/2028 Revision Date: 01/20/2020 tnR i Product: Series "Gladiator/Finishield" 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 www.Namicertification.com. 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 Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X US or Glazed 3'2"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Single O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) X I/S or Glazed 312"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Single O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OX/XO I/S or Glazed 693"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Single w/Sidelite O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/o Surface Bolts Installation Details:JW122008(1-14)/Jw192008(1-14) OX/XO I/S or Glazed 6'3"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Single w/Sidelite O/S Max Panel Size:3'0"x 67"Daylight Opening: 1'9"x 5'3" w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) XX I/S or Glazed 6'2"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Double O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/o Surface Bolts Installation Details:JW122008 1-14/JW192008 1-14 XX US or Glazed 612"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Double O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details:JW122008 1-14/JW192008 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 Aff t Z S fi �p CERTIR/�l y'7114. y Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R5 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls,OR 97601 Expiration Date: 10/31/2028 ' g Revision Date: 01/20/2020 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/or w/o Side-Lites "t4 rl ED P (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 Listin at www.Namicertification.com. 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 Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments OXX/XXO I/S or Glazed 993"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" Double w/Sidelite O/S w/o Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OXX/XXO I/S or Glazed 993"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x ST' w/Surface Bolts Installation Details:TW122008(1-14)/.TWI92008(1-14) OXO I/S or Glazed 994"x 6'10" +45/-45 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/o Surface Bolts Installation Details:JW122008(1-14)/JW192008(1-14) OXO I/S or Glazed 9'4"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Single w/Sidelites O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Double w/Sidelites O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/o Surface Bolts Installation Details:JW122008 1-14/JW192008 1-14 OXXO I/S or Glazed 12'5"x6910" +55/-55 No NCTL-210-3558-1/210-3558-1A Double w/Sidelites O/S Max Panel Size:3'0"x 67"Daylight Opening:1'9"x 5'3" w/Surface Bolts Installation Details:JW122008 1-14/JW192008 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 JET M *rte Is 1. ALL LATCH/LOCK AND HINGE HARDWARE 148 1/2"MAX OVERALL FRAME WIDTH �i L��•/ r,� TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. 37114"MAX. 74"MAX. 371/4"MAX. FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH GLAZEDI2-0x6-8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. O IDENTIFIED IN THE FBC. 35 3/4"MAX. 721/4"MAX. PANEL WIDTH m O PANEL WIDTH DOUBLE PANEL WIDTH GENERAL NOTES SEE DETAIL A CD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 U rc J v THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE Z O Q M SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN OTE 6 OTE 6 Z W u"CM EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM w Y 2 GO E331-00 AND ASTM E330-02. g Q 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED / f! PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. f 211/8" 21 118" 2TES: MAX. 211 A1/88" 21 1/8" 0 M 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOALL VIEWS FROM EXTERIOR. D.L O. D.L.O.A D.L O. D.L.O. W t `L O- AS SHOWN HA DETAILS.ANCHOR EMBEDMENT TO BASE m WIDTH DTH W16N WIDTH ci Fu MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2-MULL POSTS$DOUBLE BACK = 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS ARE INTERCHANGEABLE.(SEE OPTIONAL CROSS SECTIONS) w 5 .FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE 26 REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP-05 ORE ao O 7 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, J m F It OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. 7 B m � p INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS Q 4-MASONRY AND CONCRETE INSTAL- 2 NOTE � NOTE 4 o 0 BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. 725 y 0 w 5-POSITION AND NUMBER OF 7.SCALE BASED ON 11x17 SHEET SIZE. a NOTE 2 N E p o F z 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR ANCHORS IN HINGE JAMB,LATCH II NOTE \ F-w rn O JAMB OR SIDELITE JAMB WILL BE ¢0 7 F GREATER. THE SAME REGARDLESS OF ROUGH \ / " O j OPENING TYPE. FOR HORIZONTAL � 1 r,�:rn CROSS SECTION IN 1X BUCK OPTION p 0 j w IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED w O O SHEET 8 FOR DETAILS. =o 10 m U rn_jc CL DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHORIN 1X BUCK OPTION IN OTE 4 ASTRAGAL NOTE 4 2w 11 w FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR SURFACE BOLT 5 DBL-BACK KHN w SUBSTRATE WITH LMC ADHESIVE. DETAILS. SEE NOTE 3 JAMB MULL POST Cl)oot CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY MULL POST SEE DETAIL B w o SHEET 6 QUAD UNIT EXPANED POLYSTYRENE(EPS). SCALE:1/2"=1'-0" PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED D 0 FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) Q- STEEL.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION Cn LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w p W 0 38,400 psi.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w 0 w w ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS 2 w m THE WOOD LOCK BLOCK IS 1.688"X 3 1/8"X 12". POSITIVE *+45 *+55 +30 POSITIVE +45 +55 Z J w�+ 0�u FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE ~w LL(7 Lu a e NEGATIVE -45 -55 -45 NEGATIVE -45 55 �w F-=o C CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A F o Z U NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 0¢o o F o ui 2 v_ CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING a?oQ n-oQ O.O a 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) a N FOUR 16 GA.7116"X 2"STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION RATIO=OH LENGTH/OH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 NN o o u JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES TYP.ELEVATIONS&GENERAL NOTES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2 TYPICAL ELEVATIONS Q.rn< THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. m A e S DRILLED AT E CENTER OF THE ME AND THRESHOLD IWHERE A METAL STRIKE PLATES FASTENED 6 VERTICAL GROSS SECTIONS&B.O.M. ,`0IT TYPICAL ELEVATIONS % SIF.rffpii�rye�ae:201501 0714:55:55 son:I am approving -05'00'document O p m a USING TWO#6 X 1 1/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS ON LENGTH BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO 7 1 HORIZONTAL CROSS SECTIONS I `� :� AO:� DATE: 8112/08 THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER 8 HORIZONTAL CROSS SECTIONS /; SCALE:AS NOTED STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& 9 ANCHORING LOCATIONS&DETAI z 7 HERMES F.NORERO THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE 0 ANCHORING LOCATIONS&DETAILS \ _ * /$ * FLORIDA P.E.N0.73778 DWG.BY: WBD = ro . TT OF .' � EXTERIOR USING 1199 SILICONE. 1 ANCHORING LOCATIONS 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY 12 UNIT COMPONENTS&DETAILS \ OH %O�'•:,9(ppP;'=<u` S HEIGHT UITE 338 DRAWING NO.: 13 VENT LITE DETAIL \ DOOR �� DANIA BEACH,FL 33004 14 VENT LITE MATERIAL LIST \ HEIGHT ���is`S/ONA1 E�G FBPE CERT.OF AUTH.NO.29578 JW122008 ��ffff 11111111`` SHEET 1 OF 14 112"MAX.OVERALL FRAME WIDTH 111 1/4"MAX.OVERALL FRAME WIDTH 37 1/4"MAX. 74"MAX. 37 1/4"MAX. 37 1/4"MAX. 371/2"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. J. 36 3/8"WITH 35 3/4"MAX. p PANEL WIDTH ASTRAGAL PANEL WIDTH PANEL WIDTH PANEL WIDTH 35 3/4"MAX. 35 3/4"MAX. NOTE NOTE SEE DETAIL A p 6 OTE 6 NOTE 6 SEE DETAIL A SHEET 6 m 0 SHEET 6 i Ujr J v 21 1/8" 211/8" 21 1/8" Z O a co f MAX. MA/ AX. W LL.CV F- 21 1/8" 21 1/8° 21 1/8" w D.L.O. D.L.O. 0. m MAX. MAX. `pAAX. = WIDTH DTH WID J ¢cp w D.L.O. D.L.O. D. 0. p = d J CD N 2 Lo WIDTH WIDTH WID ( F -� O = > O = l J n Lu J= o w 0 A m Z c'� Y 4 > _ 0 a 0 A 0 $7Z NOTE O D NOTE4 m a uj 17 m F NOTE 4 O NOTE 4 `� D- r c NOTE 2 \ 4�6 NOTE2 NOTE2 NOTES00NOTE 5 NOTE w w/ wOw FIXED INACTIVE I ¢o r i Ei OU FIXED FIXED ACTIVE L 1OTE 4 ASTRAGAL OTE 4 o 6 NOTE 4 NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT `o SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE' SEE DETAIL B L j p 0 J W MULL POST SHOWN SURFACE BOLT IZOTOTE 4 SHEET 6 x❑a9 m -i DBL-BACK JAMB MULL m w SEE NOTE 3 112"MAX.OVERALL FRAME WIDTH w x w POST OPTIONAL 37 1/4"MAX. 37 1/2"MAX. 37 1/4"MAX. TRI UNIT(OXX)OR(XXO) LL F N w U TRI UNIT(00X)OR(XOO) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:112"=I'-O" uJ p < a SCALE:1/2"=V-0" 35 314"MAX. 35 3/4"MAX. o SEE DETAIL A PANEL WIDTH PANEL WIDTH SHEET 6 OTE 6 NOTE 6 a C7 CO 21 1!8• 21 1/8' 21 1!8" NOTES: � 3a MAX. �uIAX. MAX. 1-ALL VIEWS FROM EXTERIOR. w W W w D.L.O. D. O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. z z = WIDTH WIDi WIDTH (SEE OPTIONAL CROSS SECTIONS) F a p = 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING ow v c C W DP-45 OR LESS. o¢uj C9 a > = 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a a o G O z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 0 a LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME 0 NOTE4 NOTE 4 a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N o o u NOTE 2 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, a as N7 2 SEE SHEET 8 FOR DETAILS. NOTE 5 6-FOR VERTIC Y1NUMFIfV 1X BUCK OPTION IN / MASON9 OSBF,SHEET 6 FOR DETAILS. U mai / `` �:p� DATE: 8/12/08 FIXED I /L ACTIVE FIXED r 5 AS NOTED HERMES F.NORERO DWG.13y. Wgp FLORIDA P.E.NO.73778 SEE DETAIL BNOT NOTE 4 A�:• q T �� 398 E.DANIA BEACH BLVD. CHK BY: S.FREY SUITE 338 DRAWING NO,: SHEET 6 SURFACE BOLT MULL POST SHOWN- TRI UNIT 1OXOI �i�i�SS'•••• '��j�`` DANIA BEACH,FL 33004 JW122008 SEE NOTE 3 DBL-BACK JAMB MULL SCALE:1/2"=1'-0" �i �ONAI E �� FBPE CERT.OF AUTH.NO.29578 POST OPTIONAL ���i«1111��1���� SHEET2 OF 14 ' o cr, 0cr) > of m 0 I— CO z 0 C? EL Z W 03 Lu Y =00 74"MAX,OVERALL FRAME WIDTH Lu Q 72 1/4"MAX.PANEL WIDTH ^J to 35 314"PANEL WIDTH 74 314"MAX,OVERALL FRAME WIDTH SEE DETAIL A 37 1/2°MAX _ [_353/4'M 35 314"MAX. SHEET 6 FRAME WIDTH LL] r- Y SEE DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A 35 3/4"MAX 36 3/8"WITH SHEET 6 SHEET 6 PANEL WIDTH ASTRAGAL NOTE 6 OTE OTE 6 :ROTE 6 O J t- 211/8" 211/8" 0 O F 21118" 211/8' MAX. MA�l 21 1/8 w J AX. w D.L.O. D.j-�.O. �- O w w D.L.O. �O. = WIDTH )NIDTH ��' O w f- j TH WID I f O x w WIDTyi a O C7 J O J \ ~ �03 Z w x� mu > 2 aJ = ?i O p 7 ¢ X 0 w ; G o f �p� NO 4 O D NOLu E4 a <� NO E4 D 8 m O 8 0 7 z ��� m w n NOTE 2 NOTE4 O NOTE 4 ED LL H N a U u NOTE5 n NOTE4 m co o a o \ / OTE 5 OTE 5 m 0 FIXED ACTIVE N a INACTIVE ACTIVE ( ACTIVE NOTE4 NOTE4 OT w w ASTRAGAL SURFACE BOLT �SEEDETAILB SURFACE BOLT NOTE 4 ww9 SEE DETAIL B SEE NOTE 3 SHEET 6 SEE NOTE 3 Z Z(- SURFACE BOLTf�� ~w¢n.c SEE NOTE 3 SHEET 6 SEE DETAIL B U w=p v DUAL UNIT OX OR (XO) SHEET 6 SINGLE UNIT (X� o¢U4 C9 u SCALE: 1 2' =1 -0" O a w= DUAL UNIT (XX) SCALE: 1/2' =1' cz -0" / a G v a SCALE: 1/2" =1'-0" 0 NOTES: N o o u 1-ALL VIEWS FROM EXTERIOR. N a C 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. OPTIONAL SECTIONS) 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING �� ES,F."f 0 m DP-45 OR LESS. 4-MASONRY AND CONCRETE INSTALLATION DETAILS. ���qz 'p0 DATE: 8112108 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, scuE:qS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME * * HERMES F.NORERO DWG.BV: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL a FLORIDA P.E.NO.73776CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, 398 E.DANIA BEACH BLVD. cNK sv: S.FREY SEE SHEET 8 FOR DETAILS. ���: SUITE 338 DRAWING NO.: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN i��ccSS �c ��� DANIA BEACH,FL 33004 JW122008 MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. "I,',,0N';������ FBPE CERT.OF AUTH.NO.29578 SHEET 3 GF 14 105"MAX.OVERALL WIDTH 15 1/2"MAX 891/2"MAX.OVERALL WIDTH 371/2"MAX SEE DETAIL A FRAME WIDTH 15 1/2 MAX' 74 MAX.FRAME WIDTH FRAME WIDTH FRAME WIDTH 36 3/8" SHEET 6 14"MAX 36 3/8 WITH 35 3/4 MAX DETAIL A 35 314•MAX W/ASTRAGAL 5 3/4" 14"MAX. ASTRAGAL PANEL WIDTH SHEET 6 PANEL WIDTH PANEL WIDTH MAX. PANEL WIDTH rn NOTE 6 SEE DETAIL A p SHEET 6 6 MAX.D.L.O. 6 53/4' HiiOTE 6 OTE 6 cc D.L.O. OTE 6Fffi NOTE 6 mCn 0 U —/v NOTE 211/$' S1 1/8" % 195/8' o 0- LL cV MAX. M D.L.O. 211/8" 11/8" MAX. Z W co 2131 / MAX.lizO. MAX,D.L.O. D.L.O. d LU Y cp w NOT 2 0 = = WIDTH 04 g a 7 Lo 0 2 x a $ S2 w W Irl —i O NOTE 2 4a F. w w x --3 M Y 0_ m NOT 0 0 w O z � w NOTE4 m NOTE4 0 ¢a O NOTE O NOTE4 0 9 Zn NOTE4 NOTE \ Ea Oba n m 5 NOTE 5 NOTE 5 A coo aD O wJ 5 mow FI ED INACTIVE ACTIVE FIXED \ 0 w FI D INACTIVE ACTIVE 1 ACTIVE ¢0 O I-V 6 5oz co 5 6 NOTE 4 SURFACE BOLT g 0— z OTE 4 ASTRAGAL 5 SEE NOTE 3 QUAD UNIT fOXXO) NOTE 4 SURFACE BOLT SEE NOTE 3 SURFACE BOLT o&j SEE DETAIL B SCALE: 1�2" =1"-0"" SEE DETAIL B SEE DETAIL B SEE NOTE 3 -�O > SHEET 6 NOTE 4 ASTRAGAL w 0 0 J w 68 1/2"MAX.OVERALL WIDTH 53"MAX.OVERALL WIDTH UHEET 60' 0 ( SHEET 6 SINGLE VENT UNIT (X) w X w 371/2"MAX. 15 1/2"MAX. 37 1/2"MAX. SCALE: 1 2" =1'-0" SCALE: 1/2" =1'-0" LL F N < c¢i 1 m' FRAME WIDTH FRAME WIDTH FRAME WIDTH m a NO E 6 35 314"MAX. o w o 35 3/4"MAX. 15 1/2"MAX. 14"MAX.PANEL WIDTH o � 5 3/4" PANEL WIDTH FRAME WIDTH NOT PANEL WIDTH a (7 a aL MAX.D.L.O. �.{ 14'MAX. 3EE DETAIL A 6 OTE 6 I I PANEL WIDTH 5 3/4'MAX.D.L.O. 6 O E 6 ❑> SEED TAIL A � ° 3HEET6 SHEET6 NOTES: w mw 1/8" 1-ALL VIEWS FROM EXTERIOR. w m \�1 1/8" M .D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z z ° MAX D.L.O. 2 (SEE OPTIONAL CROSS SECTIONS) v w=o C 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING 70¢0 c7 o I w O = DP-45 OR LESS. 0 0 u!x 0 7 = w NOTE 4 J ' 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a�a v n 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, NOTE 4 101 NOTE 2 "moo NOTE 0 LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME c o rn _ a 0 D a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N N S2 V CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, Q rn w� ' G 0 NOTE 4 ° a m C NOTE 2 S SEE SHEET 8 F S. NOTE 2 6-FOR VER / rAIL m 11 {Q/{I)I 1X BUCK OPTION IN 0 T SAL 8 m MASON�i1� I HEET 6 FOR DETAILS. 0 m¢S NOTES / NOTE 5 % OTE 5 �:�0 DATE: 8112/06 scALE: ACTIVE * 7 * HERMES F.NORERO AS NOTED FI D SEE DETAIL B JID ACTIVE FIXED o T T FLORIDA P.E.NO.73778 DWG,BY: WBD SHEET 6 SEE DETAIL B p [� 398 E.DANIA BEACH BLVD. CHK BY: S.FREY SHEET 6 NOTE 4 O :gL P; �U TO 5 6 NOTE4 5 5 % T .• ,. �_`� SUITE 338 oruHnHc Ho.: DUAL UNIT l0 OR (XO) SURFACE BOLT i��S � `� DANIA BEACH,FL 33004JW122008 NOTE4 SURFACE SEE NOTE LT SCALE: 1 2" =1"-0" SCAL 1'-0"' NOTE 4 SEE NOTE 3 ��i��,�ON';j%\ FBPE CERT.OF AUTH.NO.29578 SHEET 4 of 14 1" 1"MIN Item DESCRIPTION Material MIN. 1"MIN 1" 1" 1"MIN MIN. MIN. 1 HINGE JAMB 1 1/4"x4-5/8"FINGERJOINTED PINE PINE m 28 28 28 2 HEAD JAMB 1 1/4'x4-5/8'FINGERJOINTED PINE PINE o cd 5 N 5 `2 5 3 LATCH JAMB 1-1/4"x4-5/8"FINGERJOINTED PINE PINE co _ w OTE 1 w OTE 1 w OTE 1 4 SIDELITE JAMB 1-1/4"x4-5/8"FINGERJOINTED PINE PINE rn f SHEET 6 �:r SHEET 6 SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 11/2'MIN.EMBEDMENT STEEL > CC = 29 29 29 6 14"x 4"BUTT HINGE 12GA. .089"MIN STEEL m O U) x 7 #8 x 3/4"PHILLIPS FLATHEADWOOD SCREW STEEL 2 2 2 8 #8 x 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL U M Jd 9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z O Q ch _ 10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL Z W ° LL CVD 47 t- c� 11 AFCO A-297 OUTSWING BUMPER SILL 6063-T5 AL/COMPJPV W Y =GD S SHEET A 2 A 16 SEE DETAIL A 37 36 x f 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVL Q 10 SHEET 12 u) 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-0LH-1117 6063-T6 AL ALUMINUM Lo 16 SEE DETAIL ;: ::: 16 14 #8 X 1"PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W ^ _ 31 A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEEL M `1 31 16 TOP RAIL LAMINATED VENEER LUMBER LVL 30 45 46 30 "Mummy17 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL 30 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 21 21 40 20 LOCK BLOCK 1.688 X 31/8"x 12"LG PINE PINE O 1.00"O.A. C 21 ODL LIP-LITE FRAME#686-BKWD(NOA:#13-0219.03 POLY-PROP. p INSULATED 1.00"O.A. 22 1.00"O.A.INSULATED TEMPERED GLASS GLASS w J TEMPERED GLASS O INSULATED O 23 16 Ga.7/16"CROWN x 2"LONG STAPLES STEEL i p W o = TEMPERED GLASS O w 24 CORRUGATED NAIL 1/2"x 1 1/16"25 GA STEEL w w O w _ 25 KWIKSET LOCK SERIES 400 STEEL p O Z O w _ w w 26 KWIKSET DEADBOLT SERIES 980 STEEL g U w w o = 27 #8 x 21/2"PHILLIPS FLATHEAD WOOD SCREW STEEL awn O SEE DETAIL A zd SEE DETAIL A J o M cn w 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD J O Ocn SHEET 7 iO a SHEET 7 w Z = w 0 > m a 30 C7 29 NON-COMPRESSION SHIM 1/4"MAX.THICKNESS WOOD rx o 0 F x = 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WEN FOAM Z w o% w O \ 4w N J 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL +F N co ¢u 22 / 22 31 ¢ A-525 COMMERCIAL QUALITY 0.018"MIN.THICK.) GALVANIZED w o t0—0 a 32 VINYL DOOR BOTTOM SWEEP VINYL 21 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC � 0 a > 21 a SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP�a / � o> 30 N n 34 #6 x 1 1/2"PHILLIPS WOOD SCREW STEEL ° 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL 31 30 36 318"QUARTER ROUND MOULDING WOOD w F z qp LLI 37 SILICONE BEAD DOW 1199 SILICONE w _1 z w m 10 17 31 38 AFCO A496 THRESHOLD OPTIONAL 6063-T5 AUCOMP. W�Z H° 39 ASTRAGAL THROW BOLT,STEEL ROD,5116 DIA.x 18" STEEL U w LL O w=a 32 10 17 32 40 IVES SURFACE BOLT#454 8.0"L X 3/4"W X 1/4"THK. STEEL p¢w -j O(u 44 41 ODL MODEL 799 VENTED HALF LITE PLASTIC O o o o�+!x 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD a D¢p<G"O o 38 11 32 45 46 9? 43 SEX BOLT 10-32 X 1-9/16 LG X 5/16 BARREL STEEL 38 11 44 IVES SURFACE BOLT SPACERS STEEL N N 0!2 u N� NOTE 1 45 IVES SURFACE BOLT STRIKE PLATE STEEL N rn ...yi:;tz ii; 37 m a m[ SHEETS 46 #8 X 3/4"LG FLATHEAD WOOD WS FOR STRIKE PLATE STEEL 5 5 NOTE 1 47 1 1/4"BRAD NAIL 18 G %%% �i� STEEL z m HEET 6 NOTE 1 `" w—I 28 N 1" N 28 6 HEET 6 Q i DATE: 8/12/08 1" w 1"MIN 28 M w :' -.O MIN 1"MIN MIN 1" sr"Lc.AS NOTED MIN 1"MIN _ * * HERMES F.NORERO DWG.BY: WBD VERTICAL CROSS SECTION, FLORIDA P.E.N0.73778 VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, 398 E.DANIA BEACH BLVD. CHK BY: S.FREY = fl T T O : ACTIVE DOOR TYP. �B1 SIDE LITE TYP. /-C1 SURFACE BOLTS TYP. �O '�9(ppP,: �U� SUITE 338 DnAwING No.: 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION �'��cnS "" G�`�� DANIA BEACH,FL 33004 JW122008 SCALE:3"=1'-0" SCALE:3"=V-0" SCALE:3"=l'-O" i���,S;ON,; FBPE CERT.OF AUTH.NO.29578 sHEEr 5 OF 14 1'MIN.EDGE V MIN.EDGE DISTANCE1' l� MIN.EDGE DISTANCE 1'MIN.EDGE 1"MIN. 1"MIN. ~DISTANCE I DISTANCE 1"MIN. *1"MIN. p Z 9 28 42 NOTE 2 w 9 28 42 NOTE 2 n f �z 0 rn 9 2 9 Z J Er O co U DC ��• 29 29 42 42 Z O Q C? LL N 2 L J— w Y = co lY � 2s 2s g a Y = 16 - 36 47 _ w LU n ¢_ SEE DETAIL A 37 16 F SEE DETAIL A SEE DETAIL A SEE DETAIL A 'i X 10 31 SHEET 12 SHEET 10 1S.EEr to SHEET 12 1'MIN.EDGE 1'MIN.EDGE 30 31 DISTANCE ^�' DISTANCE 30 [�VERTICAL CROSS SECTION VERTICAL CROSS SECTION o 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"=l'-O" of O W 1.00"O.A. 1.00"O.A. OF W i-- INSULATED O INSULATED O INSULATED o 1 5/8" EDGE OF ¢00 O 0 0 TEMPERED GLASS o r TEMPERED GLASS o 1/8" PANEL \ g 0 = o _ / EDGE O \ c9 rn O w O O PANEL of o 0 "=e co of w `^° _j °� J io 1 SO°? m Q 0 SEE DETAIL A t c;, w w / c%� -'X w O 0 SHEET 7 uT .o Z SEE DETAIL A � w 1 Z W o y O SHEET 7 Q 1 1 / w n' w 22 w o -�— o / r 22 r \ / a O a 21 / 1/8" o� • / 1 5/8" W O n a 21 / o a DETAIL A SURFACE DETAIL B SURFACE 30 r7 O BOLT TOP LOCATION BOLT BOTTOM LOCATION 30 SCALE:2"=1'-0" SCALE:2"=1'-0" ¢ m 31 Z Z�u NOTES: U W=p C 17 31 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. o o u0i=u 10 17 2. SX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS a ° v a 37 SHEET 6. HORIZONTAL SECTIONS:DETAILS L M SHEET 8. v o 1. 32 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N o o u 38 11 MIN 1" 37 CONFIGURATION. 38 11 MIN � 4. OPTIONALLY,ANCHORS CA pffi IN NARROW SECTION OF HEAD OR JAMB 32 J AS LONG AS MINIMUM tb tET1T ED. C U m Q- . ° 4 :: \.. PO DATE: 8/12/08 • ° . • ° 9 .° 9 * 7 ` *' HERMES F.NORERO sem`AS NOTED ��� 1"cd ��� I D T TCC FLORIDA P.E.N0.73778 DWG.BY: WBD •- w 1 w F-- 398 E.DANIA BEACH BLVD. CHK BY. S.FREY MIN MIN MIN MIN. O .c��•• / P.•'��� SURE 338 NG NO.: VERTICAL CROSS SECTION,ACTIVE DOOR TYP. �B1 VERTICAL CROSS SECTION,SIDE LITE TYP. ���FS G���� DANIA BEACH,FL 33004 MASONRYD AND CONCRETE INSTALLATION MASONRY O Y AND CONCRETE INSTALLATION i����S/ON;;E�`��� FBPE CERT.OF AUTH.NO.29578 SHEET 6 2 00084 1114 - 1/4 MAX. MIN.EMB. 29 SHIM DETAILSEE A 12 13 0 3 Z 4 SHEET 12 37 lo 21 19 3 2 37 21 30 all la il nn zi .4n 3118 IV 31 31)zi 31 30 21 22 22 19 22 18 ci "a -A Z A. —SEE NOTE 3(g 0 9 NOTE 2 23 47 ACTIVE 7 6 81 NOTE 2 36 8 6 7 INACTIVE EXTERIOR EE NOTE 2 36 4 3 t0 bI — EXTERIOR z o co EXTERIOR EXTERIOR (L < . 4 *8 LL N LU Do NOTE 8 42(16)@4 HORIZONTAL CROSS SECTION D \ HORIZONTAL CROSS SECTION z rB-'� HORIZONTAL CROSS SECTION, SCALE: 2"=1'-0" SCALE: 2"=1'-O" LU HORIZONTAL BOSS -SECTION \_7 ,/SCALE: 2"=1'-0" 't 4) MASONRY & CONCRETE INSTALL U) SCALE: 2"=1'-0" SEE DETAIL A 1/4"MAX. co MAX. 1/4'MAX. EE NOTE 4 S1/4"HIM 1 1/2" 31 SHEET3 SHIM Uj rl- 3 C-) Y(L SHIM 1 1/2" SHIM 1 1/4" SEE DETAIL A 19 10 SEE DETAIL A 4 MIN.EMB. SEE DETAIL A MIN.EMS. SHEET 12 1 MIN.EMB. SHEET 12 SHEET 2 30 3 3 1• 2 z 3 3 18 (10 18 Z 8 0 SEE NOTE 1 0 z LLI-j 0 5 SEE NOTE 1 EXTERIOR uJ 0! w 5 SEE u 8 w F- SEE N 6 NOTE 1 EXTERIOR30 8 EXTERIOR rH \ HORIZONTAL CROSS SECTION 0 0(D Lu F- U) CID 7 <Q 0 co EXTERIOR WOOD INSTALLATION 0 Z rj) rG-"\ HORIZONTAL CROSS SECTION. SCALE: 2"=l'-O" 35 0§ 0 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION WOOD:INSTALLATION 37 1:9 3.to of MASONRY & CONCRETE INSTALL SCALE 2"=1'-0" 8&�- C-) WOOD INSTALLATION 10 woo SCALE: 2"=l'-O" 30 31 18 19 31 30 21 WOO 21 SCALE: 2"=l'-O" 22 10 00 z (22 11/4' U)-I co 0 Ewtg w r'l 1/4"MAX. 1/4 MIN.EMS. -lu E ol Z SHIM SHIM 3 LL 1'. < 0 SEE DETAIL A SEE DE 0 3 9 0 0 w m 4 TAII 3 30 M W 0 SHEET 12 2@3 4 7 7 36 4D SHEET 1 0 l 31?�q30 SEE NOTE 2 18 > Z 18 EXTERIOR cl 7J, 31 SEE NOTE 2 3 KL HOR17ONTA L CROSS SECTION --- 36 8 EXTERIOR HORIZONTAL CROSS SECTION NOTES: 9 EXTERIOR EXTERIOR KK SCALE: 2"=l'-O" Ill to LLI 36 4 3 SEE NOTE 2 SEE NOTE 2 3 4 M 7 SCALE: 2"=l'-O" 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. < Do m EE NOTE 4 z Z;�C, HORIZONTAL 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). D.2 Lu m:a !ZC) HORIZONTAL CROSS SECTION KJ L CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: 0 TOM:112".2",3 1/2",20",24 314". ou WOOD INSTALLATION MASONRY & CONCRETE INSTALL FROM BOT 0 In U4=:z SCALE: 2"=1'-0" SCALE: 2"=1'-0" FROM TOP:1/2",2",3 11T,20",24 314",39". w a-IL f) ELM 1 114" J208)42 IS EE NOTE 4114"MAX 4.1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS MIN.EMB. 1 112" HIM SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. Cl 1/4•MAX. M Q u IN.EMB. SEE DETAIL A 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD rn F SHIM SEE DETAIL SHEET 12 ANCHOR SCREW CONFIGURATION. SHEET 12 31 21 DOW 1199 SILICONE 1/2"MIN GLASS BITE 6.OPTIONALLY.ANC��16 i'lKED IN NARROW 0 18 31 21 SECTION OF HE L) jm< V&,AS MINIMUM EMBEDMENT IS ACHIEVED. 10 18 22 1/8"TEMERED GLASS D 8M2108 Z 4 -------...3/4"AIRSPACE -Z s—AS NOTED 30 8 296 7 13/4" HERMES F.NORERO DWG.BY; WEID 29 EXTERIOR .E.N0.73778 8 30 EXTERIOR x Z FLORIDAFL RIDA 6 7 'Jj ' 398 E.DANIA BEACH BLVD. CHIC BY. S.FREY SUITE 338 DRAWING NO,: KW\ HORIROSS SECTION HORIZONTAL CROSS SECTION GLAZIN DETAIL__A 1/9"TEMPERED GLASS DANIA BEACH,FIL 33004 JW122008 MASONRY.& CONCRETE INSTALL \,,Z,,/WOOD INSTALLATION SCALE: 6"=l'-O" AU FEIPE CERT.OF AUTH.NO.2'578 BHr=7E SCALE: 2 =1 -0" SCALE: 7 OF 14 SEE DETAIL E IL SHT.9 SEE DETAIL A SHT.9 �, SEE DETAIL A SHT.9 0 SEE DETAIL A , 5"TYP SHT.10 .. 0 rn a - 69TYPPP SEE DETAIL D 9"TMP J m0 SHT.10 SEE DETAIL A m "TYP 3"TYP SHT.10 co 6"TYP SEE DETAIL A F- u), i = �I 5"TYP 3"� SHT.10 Cj m a I I 1 1 1 1 1 1 1 I I II I I _ z a.a. < . x r2" I 1 1 1 1 1 1 1 Z W co i w �- I I 2" I - - W W 2 co a s a -22" w p ^ Ln ' SEE NOTE 232" I w W r- Y D a _ ,42" CD PBL JAN IS u - IDPTIONAL -52" ' (WOOD INSTALL) 5 I t c (WOOD INSTALL)5 I -62" - n _ ( ) _ a J MASONRY INSTALL 9 SEE DETAIL B °D (MASONRY INSTALL)9 72" m TYP 00 SHT.10 _ I TY I o SEE DETAIL F, �55 (WOOD INSTALL) I I I I I I I I I 1 I I 4 I " I I cw7 W m iHT.9 (g�(MASONRY INSTALL) I I l i l l t l I \ x0❑Iw z ��(( J rwm O ANCHORING LOCATIONS P J.. g 0 o f OUTSWING SINGLE UNIT (X) SEE DETAIL B 5 SEE DETAIL B SCALE: 3/8" =1'-0" SEE DETAIL C SHT.10 SEE DETAIL C SHT.10 0 ce? X00 z ANCHORING LOCATIONS DOUBLE SHT.9 ANCHORING LOCgTIONS DOUBLE so- m pas OUTSWING UNIT W/ 1 SIDELITE (XXO) OUTSWING UNIT (XX) w`x w x SCALE: 3/8" =1'-0" SCALE: 3/8" =1'-O" ILL v, 0 lL Z NOTES: M � o NOTE 7 NOTE 7 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR z AND EXTERIOR SURFACES AT SPACING SHOWN, +/-l", FOR a , a TOTAL OF NINE FASTENERS PER SIDE. ❑ 8 7 1I 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS vii 3 1 NOTE NOTE 6 c ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. o � " 0 0 ❑ / 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w m w w 34 7 d 4. SEE SHEET 10 FOR SIDEUTE FASTENER LOCATIONS. z co DETAIL C DETAIL D 5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR v w=o C LOWER SURFACE BOLT STRIKE PLATE QUARTER ROUND MOULDING ATTACHMENT. 0¢0 m a LATCH & DEADBOLT 0 o ui x c DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED z a a 0 u UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT a PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-0" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN c BOLT STRIKE THE FIELD. N o o u SCALE: 1/2" =1'-0" E. 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. NOTE 7 45 a c SURFACE BOLT HO ,ARE ALSO DRILLED AT FABRICATION WHEN BOLT LOCAIIOkkS% INED. STRIKE PLATES ARE ATTACHED o IN THE FlEI�D��ES O ��i� v m 0 DATE: 8/12108 o scALE AS NOTED * r 7 *r HERMES F.NORERO 46 .� T T FLORIDA P.E.NO.73778 - BY: WBD 45 NOTE 7 ?� ' CHK BY. S.FREY 398 E.DANIA BEACH BLVD. DETAIL E AT HEAD DETAIL F AT SILL SUITE SUITE 338 DRAWING NO.: SURFA" SCALE:CE�2 LT PLATE SCALE:Ci�OLT PLAOTE ����FS'!!ON';��G``�� FBPECEIRT.OFAUTH.NO.29578 sHEErW92o0084 SEE DETAIL A SEE DETAIL E SHT.9 SHT.9 SEE DETAIL C SEE DETAIL D SEE DETAIL C CD•� p 5"TYP SHT.10 SHT.10 5"NP SHT.9 TMP SEE m J fO 9"TYP 9"TYP DETAIL A iv m W m io co 6"TYP SEE DETAIL 6"TYP 6"TYP SEE DETAIL A 3"TYP D SHT.10 SHT.10 = V Er 3"TYP 3"TYP SHT.10 / w O SEE Z O Q M I I I I I I I I I I I DETAIL D <L N 12(, i I_ - I I 2�� I 0 SHEET9 m Z Y =DDD n - I I 2" g I uw -221" _ O I �2" I = SEE NOTE 2 I I SEE O � Q w _ I -222 'I _ w MULL POST -32" m DETAIL B LU n J 2 w a g � I- n SHEET 9 Cr) Y O w I MULL POSTI SEE INOTE 2 32" I _ -42" _ d --42" _ I DBL JA BS IF I OPTIONAL —'2" I IDBLJAMBS OPTIONAL 32' I �° _ (WOOD I TALL) 5 (MASONRY[t TALL) g 32" I O (WOOD INSTALL)5 -62" - I TYP 72" o om I MASONRY INSTALL 9 I I 70" I _ w W - I I TYP I 7 "72" I 1 III t l l 1 I t I I 17 p w F z 1 t ttt Itl I Itt ttl III fil I i <o� 5-5 LATCH AND HINGE MULLIONS o p to Z !Z SEE DETAIL B TYP FOR ALL FRAMES g 3 u) O J¢ ® SHT.10 SSEE HT.DETAIL F SEE DETAIL B SCALE:1/2"=1'-0" o O O O SEE DETAIL C SHT.10 Z ANCHORING LOCATIONS DOUBLE !MOO 'p . C 17 SHT.9 OUTSWING UNIT W/2 SIDELITE IOXXO co m O°b ANCHORING LOCATIONS SINGLE 2 w X w = SCALE:3/8"=V-0" OUTSWING UNIT W/2 SIDELITE(0X01 2 3811 Z w 4 In U SCALE:3/8"=V-0" 23 LL F a a Z co < uj o 1 3 4 2 a (7 a 1 3 4 2 Goa aD DETAIL A DETAIL B m - TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS 23 N qD SCALE:1-1/2"=l'-O" SCALE:1-11/2"=V-0" w w r c7 I n - 27 z Z NOTES: j w U p C 40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1",FOR o Q ui O a 24 TOTAL OF NINE FASTENERS PER SIDE. a=a c=)LL 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. z 23 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER a m C ROUND MOIJpIN[3AT7,T,� U m Q CHMENT. 35 6. ALL VIE V�9 w C 23 �i 24 `� 4 , .�O i DATE 8/12/08 scuE * 7 * HERMES F.NORERO DWG.BY.AS WBD 23 -fl T T FLORIDA P.E.NO.73T78 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D w . 398 E.DANIA BEACH BLVD. CHK BY.- S.FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES DETAIL C TYP FOR HEAD TO DBL JAMB %mac '• •••••••p ���``Z* SUITE 338 DRAWING NO.: SCALE: 3�8" = 1'-O" SCALE: 3�8 = 1 -0" DE FOR HEAD TO MULL POST SCALE:1-1/2"=1'-0" �i��SS �G��` DANIA BEACH,FL 33004 JW122008 SCALE:1-1/2"=1'-0" i���,,,ON';�``��` FBPE CERT.OF AUTH.N0.29578 szi O of 14 SEE DETAIL A O 5"Np SHEET 9 SEE DETAIL A SEE DETAIL A �p SHT.10 SHEET 9 n 9"TYP a 5"TYP p a)� f3'ETYP "T.p SEE DETAIL D � g•TYp g^TYPJ cc SHT.10 6"TYP 6"TYP `SEE DETAIL A m O I �-31.TYP 3"TYP SHT.10 U R J C? 12" F I I I I III 1 1 1 I _ co Z a LQL CV Do - Do SEE DETAIL C I -22k O ~ I W Y = a SHT.10 I x LD - SEE DETAIL C I Q - SEE NOTE 2 92" 2 W a SHT.10 - _j n _ QQ LU r- g -42= LL M Y d MULL POST I DBL JAMBS LL OPTIONAL �2" m MULL POST i I - (WOOD INSTALL) 5 -62'- n � (MASONRY INSTALL)T9p i 72" (WOOD INSTALL)5 " I I III 1 III III III I l a (MASONRY INST ILL)T p I O i I Itl I 1111111 i \ x0"w co SEE DETAIL B O O FLu - Z J SHT.10 SEE DETAIL B ¢o SEE DETAIL C� SHT.10 p� o j SHT.9 ANCHORING LOCATIONS DOUBLE ��J c5 o¢ OUTSWING UNIT W/ 2 SIDELITE (OXXO) SEE DETAIL C o Ir j O(- SCALE: 3/8" =1'-0" SHT.9 W O O } z o ANCHORING LOCATIONS DOUBLE o SEE DETAIL E OUTSWING UNIT W�1 SIDELITE (OXX) Z w ox w x SEE DETAIL E SCALE: 3/8" =1'-0" LL r N SHT.9 SHT.9 m o W o 0 o 0 m c7 9".Yp SEE DETAIL D 5.TYP a SHT.10 9"TYP. > io 6"TYP. SEE DETAIL A 141- TAIL m SEE DETAIL A 6"TYP. 3"TYP. SHT.10 3"TYP. `SHT.10 I \\\ I 11 1 1 NOTES: w yr w 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR w m F SEE DETAIL C 12" I (7¢ x x AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1",FOR Z O SHT.10 O SEE DETAIL C TOTAL OF NINE FASTENERS PER SIDE. L)o�a z w _ -221L w SHT.10 j�O p 0 x a SEEN E2 x rl - 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK o¢ t7 w DBL JAMBS -32" MUL POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. 00 w x> OPTIONAL . 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. a x a O x LL _ U8J'- I u _ _ 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. X 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ¢ MULL POST N o 0 g g OD INSTI4LL) 5 ROUND MOUNDING ATTACHMENT. N ��4 m _ I co SMAS NRY INST�4LL) 9 6. ALL VIEWS FROM EXTERIOR. _ a�O no ( OD INSTALL)5 no I TYP m (MAS RYINSTALL)9 m i `,``,���5 Flrrrr�r�' a TYP E O �i v m¢z I I 1 1 1 I III I I III i I ;' GATE 8/12/08 O sem:AS NOTED SEE DETAIL B - /• 7 .. SEE DETAIL B _ * • ,�. HERMES F.NORERO owc.BY. WBD ® SHT.10 SHT.10 - FLORIDA P.E.NO.73778 SEE DETAIL F �� _ tV 398 E.DANIA BEACH BLVD. SEE DETAIL F a TfIT DRAWING .: FREY SHT.9 % O ':h'LO DP:' : SUITE 338 DRAWING NO.: " ANCHORING LOCATI NS SINGLE SHT.9 ANCHORING LOCATI NS SINGLE ��c<s ' •••.••'' G�?`` DANIA BEACH,FL 33004 JW122008 OUTSWING UNIT W�2 SIDELITE (OXO 3CALE:IN�$NIT 1WP 1 SIDELITE (OX) i���rS;ONA'E�`��` FBPE CERT.OF AUTH.NO.29578 SMEETII of 14 • 2 1/2" L f-4 5/8" c� N � II -11/8"(MIN) 4 9/16"� 5 318" -- 'ova J O WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD c I Do _ 1 6 AFCO A-496 O/S BUMPER SILL WITH PINE SUBSTRATE OUTSWI 97 THRESHOLD 2" J FINGERJOINTED PINE 4x4x12 GA.STEEL �a gOUTSWING ADAPTOR BASE 11 AFCO A297 ��1 112" d 2 SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:6"=1'-0" 6063-T5 ALUMINUM/COMPOSITE PLASTIC z O Q M 3 SCALE:6"=l'-O" 35 MULL POST a <CV LAMINATED VENEER LUMBER(LVL) W Y U Doo 4 A B 1/8" L13/81 11I SCALE:6"=l'-O" Q L Lo 1 318' N I I 1!8" I—F 8" ^" J 2 �� Z J� I _ Y T.1" ®�® o 1 1~ 3!8" �1/8" m �L�J—�-i 2 r STILES AND RAILS 1 1-11164 T A g 1 16 TOP RAIL BOTTOM RAIL COMPRESSION 5/8" 18 HINGE STILE 17 25 GA. IL 19 SIDE STILE m WEATHERSTRIP SECTION A-A SECTION B-B LAMINATED VENEER SCALE:3"=1'-0" LAMINATED VENEER LUMBER(LVL) 00 LOXSEAL 650 VINYLASTRAGAL(GLOBAL) LUMBER(LVL) SCALE:3"=1'-0" o SCALE:6"=1'-0" a 6063 T6 ALUMINUM WATA STRIKE 8 DEADBOLT SCALE:3"=1'-0" m W SCALE:3"=1'-0" 15 6063 T6 ALUMINUM SCALE:3"=V-0" 0 wcn m H- 3°§ w Z NOTE: I O o- 1 3/4" 1.2"CUT -113/4"1- 7H LENGTH Wo 0O ///�/ � � �Q` --113/4"I- N ~ ///j%/ 39 ASTRAGAL BOLT L F N N M -�1"G- DOOR BOTTOM SWEEP 33 ORNER PADS MATERIAL:COLD ROLLED STEEL m p LOCKB LOCK VINYL LAS ZINC&YELLOW CHROMATE � w o 20 FINGERJOINTED PINE SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" o ODL LIP-LITE FRAME ¢ SCALE:3' 21 POLYPROPYLENE(NOA:10-1209.01) 3" ° 0 SCALE:3"=V-0" © g r J J Om jQ 3/4" T-- cy rn O c7 m0 w z g �-2 7/8" 0 L 2 J z N w- 3/4"�{ v cl) 1 9132" Z D Z 4a Z¢ 0 0 OQ 0 g N i- 4518" �{ 0LD Lu LLL07w¢ai T— =H c z F-U O C N QL 0 0 0a-o o wd c1: 0 0 45 IVES SURFACE BOLT STRIKE PLATE a�¢o¢ a 1/4"MIN. STEEL IVES SURFACE BOLT SPACER a * N 11/32" SCALE:6"=1'-0" PLASTIC o m gIVES SURFACE BOLT SCALE:3'=l'-O" 8 N I rn m c y� STEEL LVL DOUBLE BACK JAMB a C SCALE:3'=1'-O" LAMINATED Vp�9RILUV@€R(LVL) SCALE:6"= 3/16"C-SINK. NOTE 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENTPD% DATE: 8/12/08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. DATE: SCALE: NOTED 2-USE#B x 2 112"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. HERMES F.NORERO owc.BnAS WBD 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. ti T T FLORIDA P.E.NO.73778 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. ''i <u 398 E.DANIA BEACH BLVD. CHK BY: S.FREY OT \�Qj SUITE 338 DRAW NG NO.: DETAIL - A ��G``�� DANIA BEACH,FL 33004 JW122008 SCALE: 1/4" =1'-O" i����ON';"`��� BPE CERT.OF AUTH.NO.29578 SHEETI2 of 14 1/27AIRGAP 1/8"TEMPERE o 1/8"TEMPERED SEE DETAIL A p °l 23 7/8" 11 18 m O B 16 1-- -i� 6 24 2 / 1 z0QM 8 Z Lu 00 7 FLU Y S DO Nm 2 7JQ� 5 N LO SEE DETAIL B \� 18 3 W CO CO _ 7) c`) Y D A A e 4 4 OD DETAIL A 10 iz 1 3/4"MAX GLAZING DETAIL PANEL THK. AT HEAD RAIL o 21 VERTICLE CROSS o SECTION w-j VENTLITEHALF 1/2"AIRGAP pwP g 1/8"TEMPERE _¢ 0 z 1/8"TEMPERED o w o�3 rn 4 10 po ~ g 2 11 WOpm ❑ 315 Lu w OUTSIDE FRAME VIEW SECTION R—R B 15 F LL Q o VENTED HALF INSIDE FRAME VIEW 10 I w o LITE o 15 4 16 a c7 a SECTION A—A 1 1 4 CO e VENTED HALF m � LITE 12 13 1/8"TEMPERE / 16 20 1/8"TEMPERED w w w 14 1/2"AIRGAP z 5 DETAIL B F ❑¢a g 1 g 18 / GLAZING DETAIL Hw-m Ic AT MEETING RAIL ❑¢23 18 INSIDE VIEW a'L a 17 24 / 22 o o �m N O 2L 8 N m O NOTES: a c 1 ij2 O*'ET 14 FOR ITEM DESCRIPTIONS. U m¢< =`Z:: \•.• �O DATE: 8112/08 / 7 „ Bim:AS NOTED * 77 ; * HERMES F.NORERO -p FLORIDA P.E.NO.73778 DWG.BY: WBD 4 tj 398 E.DANIA BEACH BLVD. cHw BY: S.FREY ��OT .•q( P, �<U` SUITE 338 DRAWING NO,: • ��i�S G\��� DANIA BEACH,FL 33004 JW122008 vz` BPE CERT.OF AUTH.NO.29578 sHEEr13 of 14 O r- r- 60) J of MATERIAL LIST (VENTED HALF LITE ONLY) 00 O ITEM PART NO. DESCRIPTION QYT MATERIAL U ir - Jcoco 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C d IQi N co 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w g Q C? 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER W ^ g= 5 16825-000 GLASS, 3/4" x 20.19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY M Y 0- 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 It 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 Lu w 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03C o w� zi v: 12 16806-000 RIGHT LATCH 1 NYLON 6 <00oz z — 13 16807-000 LEFT LATCH 1 NYLON 6 0 3 rn a 14 16837-000 Q—LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q—LON2 WEATHER SEAL o� > 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C woo w LL=❑ m ❑ C ❑�� M O 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03C 2w o N M _ ILHN Q 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING Q j NW o 0 18 DOW 1199 AR SILICONE SEALANT o r 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a o 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304co CD 1-141- 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 F p W U)J 23 16968-000 SCREEN CLOTH 21 x 24" 1 FIBERGLASS ¢ Z w 24 10046-000 SPLINE 6.1' PVC ❑M w"a r UwU. W=D_� O F ❑Z F ❑c ❑QW_J 0(7V o indZ'<0< I p N O O N N O O V N co a c F DATE: 8/12/08 SCALE: NOTED 7t AS 7 *~ HERMES F.NORERO DWG.ByWBD fl T T FLORIDA P.E.NO.73778 398 E.DANIA BEACH BLVD. cHK By: S.FREY SUITE 338 DRANNGNO.: ��G``�� DANIA BEACH,FL 33004 JW122008 AIL"``�� FBPE CERT.OF AUTH.NO.29578 SMEETI4 of 14