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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 it Yih' Bms HPme tng In j User ReoMratlon 1 Hot Topics submit surcharge i scats a Facts P.M.Ubns Contad Us i BOs site Maplinks search dbpr d �t9 iSaj Product Approval�q USER: Public User 0 r' Pmauet Aoomval Menu > Pmdnd or Anol cation search > Aooll[ation List > AGplicaeon BeNIt FL # FL12509-RS Application Type Revision Code Version 2017 � Application Status Approved � *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted r 1ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Rylee Sumner Pricks fbcl@jeld-wen.com RECEIVED JAN 0 S 2019 ST. Lucie County, Permitting ]ELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customemervlceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E330 ASTM E331 TAS 202 Vear 2002 2000 1994 Florida Licensed Professional Engineer or Architect FL12509 R5 Equiv ASTM E84 EaulvalenCy LettLettgr SS 2017-08-31 0 Method 1 Option A 10/02/2017 https://floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgvG4Aty8UaHdN Wha... 1 /8/2019 Florida Building Code Online Page 2 of 3 Date Validated Date Pending FBC Approval Date Approved Summary of Products r 10/03/2017 10/11/2017 FL # Model, Number or Name Description 12509.1 Flnlshield/Gladiator 12'-5" x 6-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL12509 R5 C CAC N1009861-R4 NOPC.Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R5 IT 3W192008 SS 2015-01-07.odf Verified By: Hermes F. Norero, PE FL PE # 73778 Created by Independent Third Parry: Yes Evaluation Reports FL12509 IS AE PER3319 SS 2015-01-07.Odf Created by Indepentlent Third Party: Yes 12509.2 Finishieltl/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 RS C CAC 141009861-114 NOPC odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R5 11 3W192008 SS 2015-01-07.Odf Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.pdf Created by Independent Third Party: Yes 12509.3 Finishieltl/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 R5 C CAC N1009861-R4 NOPC.Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R5 11 JW122008 SS 2015-01-07.odf Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Parry: Yes Evaluation Reports EL.12509 IS AE PER3320 SS 2015-01-07.odf Created by Independent Third Party: Yes 12509.4 Flnlshield/Gladiator 12'-5" x 6'-10", Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL12509 R5 C CPC N1009861-R4 NOPC.Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 RS 1I 3 W 122008 SS 2015-01-07 odf Verified By: Hennes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07 odf Created by Independent Third Parry: Yes Back Neat contact Us :: 2601 Blair Stone Road, Tallahassee F 32399 phone: 850-487,1824 The state of Funds Is an AvEE0 empiayer. Cauvrlahl, 200State of Florida,Flo�tla-2013 State of Flo�tla :: P Statement mStatement:: pttess/�ementinn, Statement:: Rey 9Atn 5y{@latement Under Florida law, email addresses are public records. it you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275 (I), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the onpartment with an email address It 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 Is the public To determine If you are a licensee under Chapter 455, F.S., please click here . PmduR A ]ppr^oval Accepts: u M lM 9E M https://floridabuildiniz.ora/nr/nr ann dfl.asnx?Dram=wCiF,VXOwtncivCT4AtvRTiaHANwhn 1/R/?(119 Florida Building Code Online Page 3 of 3 Credit Card SOCUTiC?!Mk'PRiGS https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdN Wha... 1/8/2019 NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: NI009861-114 Page 3 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side -Liter (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 wwtiv.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute 6iNSII. Inswin g Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 3'2" x 6' 10" +45/45 No NCTL-210-3558-1/210-3558- I A Single O/S Max Panel Sin: 3'0" x 67'Daylight Opening: 1'9"Ix 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW I92008(1-14) X I/S or Glazed 37' x 6' 10" +551-55 No NCTL-210-3558-1/210-3558-IA I Single O/S Max Panel Size: 3'0"x67"Daylight Opening: I'9"'x5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW I92008(1-14) OX/XO I/S or Glazed 6'3" x 6' 10" +45/-45 No NCTL-210-3558-1/210-3558-IA Single w/Sidelite O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9"I x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) OX/XO I/S or Glazed 6'3" x 6' 10" +55/-55 No NCTL-210-3558-1/210-3558-1A Singlew/Sidelite O/S Max Panel Sin: 3'0"x6'7"DaylightOpening: 1*9'�x5'3" w/Surface Bolts Installation Details: JW I22008(1-14)/JW 192008(I1-14) XX I/S or Glazed 6'2" x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-IA i Double O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9'� x 5T' w/o Surface Bolts I Installation Details: JW 122008 1-14 1 W 192008(,1-14 XX I/S or Glazed 6'2" x 6' 10" +551-55 No NCTL-210-3558-1/210-3558-IA I Double O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x ST' w/Surface Bolts Installation Details: J W 122008 I-i 4 /J W l92008(I-I4 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 Company: Jeld-Wen Exterior Doors Certification No.: NI009861-114 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 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 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 9'3" x 6' 10" +45/45 No NCTL-210-3558-1/210-355 8- 1 A Double w/Sidelite O/$ Max Panel Size: 3'0" x 6'7"Daylight Opening: I'9" x 5'3" w/o Surface Bolts i Installation Details: JW 122008(l-l4)/J W I92008(j-l4) OXX/XXO I/S or Glazed 91" x 6' l0" +551-55 No NCTL-210-3558-1/210-3558-IA I Double w/Sidelite O/$ Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/Surface Bolts I Installation Details: JW 122008(1-14p1W 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 6'7"Daylight Opening: 1'9' x 5'3" Single w/Sidelites g O/$ w/o Surface Bolts Installation Details: JW I22008(1-14)/JW I92008(1-14) OXO I/S or Glazed 9'4" x 6' l0" +551-55 No NCTL-210-3558-1/210-3558-IA Single O/$ Max Panel Size: 3'0"x6'7"Daylight Opening: 1'9'( x ST' g w/Surface Bolts Installation Details: JW I22008(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/$ Max Panel Size: 3'0" x 67'Daylight Opening: 1'9-x 57' w/o Surface Bolts Installation Details: JW I22008(1-14)/1 W I92008 1-14 OXXO I/$ or Glazed 12'5" x 6' 10" +551-55 No NCTL-210-3558-1/210-3558-IA I Double w/Sidelites G/$ Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x ST' 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: 1. ALL LATCHILOCK AND HINGE HARDWARE JFLDVEN@ TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. 37 1/4' MAX FINISHIELD/GLADIATOR STEEL DOOR. WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAMEWIDTH GLAZED12-018-B OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS IDENTIFIED IN THE FBC. 35 3/4• MAX. PANEL WIDTH 1. THE PRODUCT SHOWN HERE N IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAB 202-94 AND ASTM E331-00 AND ASTM E33D-02. 2. ZX AND IX WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. S. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO ^ INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS L BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO. 7. SCALE BASED ON 11X77 SHEET SIZE. 8. ALL 1X & 2X TO BE 0.56 SPECIFIC GRAVITY OR GREATER. THE CORE AND OF 1-125 POUND DENSITY FROM TWO SHEETS OF 25-GAUGE (.01W MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT 90' OVER THE 1.688' X 1.0' LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS 38.400 psLTHE 1.688'X1.203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL THE WOOD LOCK BLOCK IS 1.68B' X 3 118'X 12'. FRAME CONSTRUCTION: THE FRAME JAMBS & HEAD ARE CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING. CORNERS ARE COPED, BUTTED, & SEALED USING SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING FOUR 16 GA. 7/16' X 2' STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA 7/16' X 2' STAPLES PER CORNER THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD & SILL USING THREE N8X2.1/2- SCREWS PER END. A 3/8' HOLE IS DRILLED AT THE CENTER OF THE FRAME HEA1 AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO 96 X 1 1/2' SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA 7/16' X 2' LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SIUCONE- 21 1/8' NOTES: i MAX, 1 -ALL VIEWS FROM EXTERIOR D.L.O. 2- MULL POSTS B DOUBLE BACK t WIDTH JAMBS ARE INTERCHANGEABLE. J (SEE OPTIONAL CROSS SECTIONS) 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP-450R O LESS. xg 4- MASONRY AND CONCRETE INSTAL- 9NOTE CATIOATIO N DETAILS, m 5-POSITION AND NUMBER OF o ANCHORS IN HINGE JAMB, LATCH m nNOTE NOTE 2 JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH m or OPENINGTYPE. FORHORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE FIXED SHEET 8 FOR DETAILS. 6- FOR VERTICAL ANCHOR IN IX BUCK OPTION IN OTI MASONRY/CONCRETE, SEE SHEET FOR DETAILS. MULL POST 148 UY MAX OVERALL FRAME WIDTH 74' MAX. 371/4• MAX _ DOUBLE FRAME WIDTH FRAME WIDTH 35 721W MAX. PANEL WIDTH DOUBLE PANEL WIDTH SEE DETAIL A SHEETfi OTE 6 OTE fi .19,21118' 1y<1 211/8' p211X* M f D..0. 0. L O. D.L.O.rxj WID WIDTH O w x 26 •i m, rl �C NOTE 4 o 25 \ N E INACTIVE ACTWE FIXEDy SEE NOTE 3 \—SEE DETAIL B SHEETS DESIGN PRESSURE RATING O' WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE OVERHANG IS NOT USED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITHOUT WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITHOUT SURFACE BOLTS WITHSUXATCEBOLTS SURFACE BOLTS POSITIVE +q5 Y+'+55 +30 POSITIVE +45 -55 NEGATIVE -45 1 -55 -05 NEGATIVE AS -55 JAMB MULL POST QUAD UNIT 10X%O) SCALE: 1R'=1'-0" (OUTSWING NON -IMPACT) TABLE 1 E CONTENTS DESCRIPTION NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DRIPTION RATIO OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 VATIONS & GENERAL NOTES ELEVATIONS ELEVATIONS Digitally signed by Hermes F. Norem, P.E ELEVATIONS 1111111111117/T,peason: l am approving this document L CROSS SECTIONS & B.O.M. ��e1 E8 F. O �e:2015.01.0714:55:55 -05'00' L CROSS SECTIONS ox 10+crx ITAIL CROSS SECTION :f I C O SS C NING LOCATIONS & DEFAILS NE IDA .F. EN O.73ING LOCATIONS&DETAILS =FLORIDA P.E. NO.73718 ING LOCATIONS V 398 E. DANIA BEACH BLVD. dPONENTS&DETAILS=14 SURE 338 E DETAIL Tj� DANIA BEACH, FL 330d4 E MATERIAL LIST laaw I �SS/ONAI FSPE CERT. OF AUTN. NO.291M m 0O In U U QJUL z0 Z W LL m W Y 2ao 35a� p niu� UJ JW122008 O w J 11T MAX OVERALL FRAME WIDTH 371/4' MAX 371/4' MAX. 3710MAX FRAME WIDTH FRAME WIDTH FRAME WIDTH 35114' MAX 35 314' MAX PANEL WIDTH PANEL WIDTH DETAILA 111 1/4' MAX. OVERALL FRAME WIDTH 371/4' MAX 74' MAX. MAXI FRAMEWIDTH FRAMEWIDTH PANEL WIDTH 1 I ASTRAGIALL I PANEL W 35 DTH IE 2110 v 21118• 211/8' w O MAX D.L.O. MAX D.L.O. i.AX. D. O. _ x WIDTH WIDTH WIO w 0 o x O A ® xg w PNOTE4 O c NOTE ^o m NOTE NOTE ° n '7 fE5 / NOTES d I d I d i d FIXED FI%ED FIXED ®IJOTE4 WNOTE4 MULL POST SHOWN SURFACE BOLT DBL-BACK JAMB MULL SEE NOTE POST OPTIONAL TTRI UNIT 100%I OR O(001UNIT 00%I OR(001 SCALE: 1/2'=1'-0' SEE DETAIL SHEETS x /I o G NOTE m o NOTE R -v 11-m v ■IMI I � 1� - SEEDETAILIA p SHEET 6 D mO co Z OJm J � Z W LL W Y = y w UJ mYEL V�O7T]E 4 m V 3 NOTES ^ iuD 0 nMV 11 ACTIVE OTE4 ASTRAGAL OTE4 SEE DETAILS MULL POST SHOWN DBL-BACK SURFACE BOLT T.67�4SHEETS JAMB MULL POST OPTIONAL SEE NOTE SiEE E AILB ��TT 112' MAX. OVERALL FRAME WIDTH 371/4' MAX 3712' MAX 37 1/4' MAX TRI UNIT K r ax j1 OR O1 FRAMEWIDTH FRAMEWIDTH FRAME WIDTH SCALE: 12'=V-0' I— 35314'MAX 353/4'MAX. © PANEL WIDTH PANEL WIDTH 21 MAX. MAX. WIIDTH VDO D. I � � W1 O SEE DETAIL B — mQD SHEETS SURFACE BOL SEE NOTE 3 ACTIVE FIXED OT NOTE4 MULL POST SHOWN- TRI UNIT IOXOI DBL-BACK JAMB MULL SCALE: 12'=V-0' POSTOPTIONAL NOTES: 1 -ALL VIEWS FROM EXTERIOR. 2 -MULL PORTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) I p 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING Jo in DP-45 OR LESS. = 4- MASONRY AND CONCRETE INSTALLATION DETAILS. w 5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME m a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN IX BUCK OPTION IN MASONRY/CONCRETE, 1 SEE SHEET 8 FOR DETAILS. I n 6-FORVERTI "W"Z!)JjJ 1X BUCK OPTION IN MASONi�>��0 :SHEET 6 FOR DETAILS. 6 FOR DETAILS. 7 HERMESF.NORFi .p FLORIDA P.E. NO. 73770 ' A '• T T 4i 398 E. DANIA BEACH BLVD. SURE 33B i S ..G� DANIA BEACH, FL 33004 ' ; i���0 FBPE CERT.OF AUTH. NO.29571 I N O a aacar: S.FREY owwwaxo_ JW'122008 74' MAX, OVERALL FRAME WIDTH — 721/4' MAX. PANEL WIDTH 35 3/4' PANEL WIDTH 74 3/4- MAX, CVVEERI ALL LFFRAME WWIDTH - rSEE DETAILA r—PANE WIDTH II PANEL WIDTH ASTRAGAL d 21 1/8' DA 1MIDTH INACTIVE SURFACE BOLT- SEE NOTE 3 SCADUALLEUN: 1/2" =1'-0' 118, 10, )TE 4 DETAIL B - 21 IM - 21 O MAX M/ DJ-O. D. s WIDTH PC O O -V> w w 4 NOR _ m NOTE2 NOTE 5 n 5 � d 6CT FIXED SEE DETAIL A SHEETS SEE DETAIL A SHEETS w � s i 9 E ZwZ m NOTE n OTE5 i u ktjZVNOTE �OTFy9 q 1 NOTE I n - -J DoO ' U) z OQm Z W LL m WY2m 35a� 9 I7 ^ 2 371/2'MAX Ul Y FRAME WIDTH m d 35 3/4' MAX PANELWIDTH OTE 6 0 0 �21 A1x/8. w w DY.o. WIDN ° ¢ o (9 �03 z u J w way o 7 O J goy W OO ><> W w — 5 W O 0TE4 a uwN ni o OTE 5 i � N 3m ACTIVE I w m� SURFACE BOLT SEE DETAIL B SURFACE BOLT ¢ W SEE NOTE SHEETS SEE NOTE z ��w SEE DETAIL B o ¢ U � y DUAL UN (0X1 OR (XOl SHEETS SINGLE UNIT (X1 QO WZ- SCALE: 1/2- =1'-0' SCALE: 1/2' =1'-0- a a U �i1 NOTES: 1 -ALL VIEWS FROM EXTERIOR. 2. MULL POSTS S DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP-45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. 6. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. F. * HERMES F. NORERO i FLORIDA P.E. NO.73778 398 E. DANIA BEACH BLVD. ov�o .; NBD cwc �„ S. FREY ow.wworua: JW122008 iP•+24��� 11TT0 SUITE 338 DANIA BEACH, FL 330D4 FBPE CERT. OF AUTH. NO.29578 S—r3 - 14 105' MAX. OVERALL WIDTH 1512' MAX SEE DETAILA FRAMEWIDTI 53/4' MAX. 363 I SHE. — W/ASTRAGAL 14'MAX, PANELWIDTH D.L.O. IOTE 6 S NOTES FNOTE o 211/.L MAX L.O. l;i 1/6' M D.L.O. o w x ) O NOTE x w w NOTEOm 4 d NOTE4 O NOTE / ` D / t! —Fl FI INACTIVE ACTIVE FIXED NOTE4 SURFACE BOLT 6910 MAX OVERALL WIDTH — 1512-MAX 1 74 MAX. FRAME WIDTH — FRAME WIDTH 14-MAX. 383/B WRH 353/4 MAX ASPANELWIDTH PANEL WIDTH NOTE6 SEE DETAILA 5314' �J� D SHEET6 d '-R MAX. D.L.O. LLLLII I P 21 118' MAX, jZ.O. 7/ A INACTIVE nwicr ASTRAGALS �V __1—. c., uunu I Luxxul ttfU W NOT SEE DETAIL SCALE: 1/2" =MO" NOTE4V/ASTTRAG/ SHEET6 6812' MAX OVERALL MOTH 53' MAX OVERALL WIDTH - 3712' MAX. 1512' MA%. 3712' MAX FRAME WIDTH FRAMEWIDTH FRAMEWIDTH NO 6 35314'MAX 1512'MAX 14' MAX. PANELWIDTH 353/4'MAX 53/4' PANELWIDTH FRAME WIDTH NOT PANELWIDTH MAX D.L.O 14' MA%.eff SEE DETAILA OTE81 IPANELWIDTH 5DETAILAD.LO. SEE DETAILA Ni 118- Hx o p o m w o w x i NOTE4 O NOTE2 NOTE4 O NOTE NOTE4 NOTE 5 / RD d NOTE ACTIVE SEE DETAIL FIXED SHEETS SEE DETAILB SHEETS NOTE4 NOTE SURFACE BOLT J8 DUAL UNITI OR (%Ol i 2' =1'-0' SCALE: 1/2 =1'-0' SEE NOTES SCALE: C E �7 118- M .\O. u ACTIVE eNOTE4 'SURFACE BOLT BEE NOTE 3 3 MAX FRAME WIDTH DETAILA 353/4'MAX ETA[LA PM 314-MAX a OTE 6 J cc m 0J 0N6 19W ? dQth MAX O Z W LL m Ya Fco WIDTH 1 Iri n u) 1 e m Ong= w Ulo3Ya O N TE4id id O a NOTE 4 f / N ^" m ^ NOTE O / o WJ 1/ TE5 OwN rcow \ ACTIVE 1 ACTIVE sp 'O �03 z SURFACE BOLT SEE NOTES 03m O SURFACE BOLT o m j EE DETAIL B SEE DETAIL SEE NOTE 3 1l, w O O SHEET BTu SHEET6 SINGLE VENT UNIT f%) mw� m w SCALE: 1 2" =1'-0° SCALE: 1/2' =1'—DI �mp d Q w o FT G 0 i 0 s 3m m NOTES: w m w 1 -ALL VIEWS FROM EXTERIOR: z m 2-MULL POSTS 8DOUBLE BACK JAMBS ARE INTERCHANGEABLE z 3fm (SEE OPTIONAL CROSS SECTIONS) �j D 3 0 u w 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING O�°O DP45 OR LESS. o o w x ma4U� 4 i w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. Ia m 5-LATCH N AN JAMB SIDELI OFA SWILL IN HINGE JAMB, LATCH JAMB O SI ROUGH JAMB WILL BE THE SAME d REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL o n a r CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, Iio m � SEE SHEET 8 F AILS. ^ 6-FOR VERT�CYM 1XBUCKOPTIONIN MASONfiVi HEET 6 FOR DETAILS. U m Q Z 7 _ wu: AS NOTED * * HERMES F. NORER0 I °W°'BY' WBD FLORIDA RE NO.73778 9 . A T ) W . 398 E. DANII BEACH BLVD. DmwN S. FREY OT •.. ( P:'=4i `: SURE 338 I owx+x°uo.: Fy-..''•'• G DANIABEACH, FL33004 JW122008 4'/x@BONA � g�``�� F13PE CEFIT. OF AUTH. Ni snssTb OF 14 M$ D.L.O.D 1' 1'MIN 1• 1'MIN 1' Item DESCRIPTION Mate#al MIN. 1' MIN MIN. MIN. 1 HINGE JAMB 1174.4-5/8' FINGERJOINTED PINE PINE m S 28 m 28 m 2 HEAD JAMB I IM'x4518'FINGERJOINTED PINE PINE >' C OTE1 Qw 5 Cu$I 5 28 3 LATCH JAMB 1-1/4'x4518'FINGERJOINTED PINE PINE OTE1 OTE1 4 SIDELITE JAMB 1-114'x4-518'FINGERJOINTED PINE PINE rn SHEETS SHEETfi SHEETS 5 #10 PHIWPS FLATHEAD WOOD SCREW WTTIi 117 MIN.EMBEDMENT STEEL > Cc x 29 32 29 29 6 4'x 4' BUTT HINGE I2GA..009'MIN STEEL mO w �y 7 #8 x 314' PHILLIPS FLATHEAD WOOD SCREW STEEL Hy� 2 2 2 8 #8 x 110PHILLIPS FLATHEAD WOOD SCREW STEEL U cc 9 3116'ITW BUILDEX TAPCON WITH 1174' MIN. EMBEDMENT STEEL z d LL N 47 � 10 COMPRESSION WEATHERSTRIP Lox5eal660 VINYL Z w w _ m 11 AFCO A-2970UfSWING BUMPER SILL 6063-T5 COMPJPV w Y = m S SHEET 12EE DETAIL A 18 SEE DETAIL 36 et 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER (LVL) LVL I SHEET 37 w 13 EXTRUDEDASTPAGALGLOBAL#79-WATAOLN-M7 6063-76AL ALUMINUM ❑�Q�QN 10 SEE DETAIL 16 14 #8 X 1' PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W N J = 31 8 31 ASHEET12 15 ATA STRIKE PLATE -R4 GLOBAL PRODUCTS STEEL Y fl -� 45 46 16 TOP RAIL (LAMINATED VENEER LUMBER LVL 30 30 77 BOTTOM RAIL25GA 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 3118'x 12'LG PINE PINE O 1.OD'0A 21 OpL LIP{ITE FRAME g688-BKWO NOA: #13-0f18.03 POLY -PROP. 0 INSULATED o 1.00"OA. 22 1.00'OA INSULATED TEMPERED GLASS GLASS w� TEMPERED GLASS J INSULATED 0 23 18 Ga. 7H6'CROWN x2'LONG STAPLES STEEL p,W o TEMPERED GLASS d 24 CORRUGATED NAIL 112' x 11116. 25 GA STEEL wy m S 25 I(WIKSET LOCK SERIE5400 STEEL 9g90i o PLC1u w 26 KWIKSET DEADSOLTSERIES980 STEEL 1 ]0 U SEEDETAILA SEE DETAIL G 27 #Bx2LIT PHILLIPS FLATHEAD WOOD SCREW STEEL I Ores h ii�177 �! w I- 28 2x W000BUCK GRO 2 SOUTHERN YELLOW PINE WOOD 7 90 0 ya: SMEET7 u SHEET7 e i wO m a 30 O 29 NON -COMPRESSION SHIM 114' MAX. THICKNESS W000 a!a I`l w 30 EXPANDED POLYSTYRENE MOTO1.25Ibs DENSITY) MFG BYJELD-WEN FOAM Two w U m - w 31 STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED) STEEL 22 / ^ 22 n 31 za A-625 COMMERCIAL DUALITY0.018' MIN. THICK) LVANIZED e1w o o 21 a 32 VINYL DOOR BOTTOM SWEEP WNYL o m / 7g4 33 CORNER PADS 2', LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a �°4 30 21 a z SETTINGON TOP OF THE SILL, BEHIND THE WEATHERSTRIP w �U' ;;`•,r n 34 #6x11D'PHILLIPS W00DSCREW STEEL m ld 1.14 m 43 I 35 SOLID MULL POST MINATED VENEER LUMBER LVL y p NOTE 1 -I MIN 1'MIN VERTICAL CROSS SECTION, %A\ ACTIVE DOOR TYP. CZ� `fw MIN 1'MIN VERTICAL CROSS SECTION, SIDE UE TYP. 5 WOOD FRAME INSTALLATION SCALE: 3' =1'-0' 45 1 47 1 114' E 8 NOTE 1 w28 5 HEETE dt MIN 1-MIN VERTICAL CROSS SECTION, SURFACE BOLTS TYP. 5 WOOD FRAME INSTALLATION SCALE: 3' =1'-0' 7 srvrE AS NOTED *: *' HERMES F. NOREROI WBD FLORIDA P.E. NO.73778 mva'er' v T T + 398 E. 13ANIA BEACH BLVD. cttet S. FREY PO,c''•. ( P:'2. z. $UTTE 338 ow.wmaxo< Fay. "•••••"•0., DANIA BEACH, FL 3300�1 JW722008 ii7q ;DNA; ETr30 FBPE CERT. OF AUTH. NO.85]S s.sTS aF 14 I P MIN. m 6w �i �Y E ez "N SEE DETAIL SHEET 12 1.00' OA INSULATED SEE DETAIL A SHEET7 I MIN """ 0 W 1• MIN. vi 42 �i I d Si N SEE DETAILA SHEET 12 �Zm 1.00'O.A. INSULATED TEMPERED GLASS SEE DETAIL A SHEET7 (G MIN MIN. VERTICAL CROSS SECTION SIDE LITE TYP MASONRYAND CONCRETE INSTALLATION SCALE: 3'=1'-0' 1' MIN. EDGE 1•MIN. EDGE DISTANCE 1'MIN. EDGE DISTMICE r1•MIN.EW5 I r DISTANCE DISTANCE 9 s 9 aail 42 42 L L r a rSH� y 2 DU - It A EE OETA L A SH£10 GE P GE olsrANE olSTMCE rcD: �C1 VERTICAL CROSS SECTION �N1 VERTICAL CROSS SECTION 6 FIXED UNIT 1X BUCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTIONI MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL SCALE 3' =1'-0' SCALE: 3' =1'-W 1 g/g. EDGE OF 1 BPANEL EDGE PANEL irhi DETAIL A SURFACE DETAIL B SURFACE BOLT TOP LOCATION BOLT BOTTOM LOCATIONI SCALE: 2'=1'-O' SCALE: T=1'-0' NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. 1X MAYBE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS SHEET 6, HORIZONTAL SECTIONS: DETAILS SHEET B. 3. TAPOON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 4. OPTIONALLY, ANCHORS C SI'D BI#l� IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM RA MENTAKY6NEVED. 7 A-#' k.• MERMES F. NORENO .D ,p T T ;� FLORIDA P.E. NO.73778 398 E. DANIA BEACH BLVD. OT •.• ( Pr SUITE 338 =� �: FS ...........`` DANIA BEACH, FL 33000 3,0N' ; ���I FBPE CERT. OF AUTH. NO.295 m J Q m0 ~ J � Z 0 C? CL Z LULL m W Y m m w D^fYd Isere AS NOTED I JW122008 1 1/4' SEE DETAILA SHEET 12 EXTERIOR HORIZONTAL CRO �7J MASONRY & CONCRETE INSTALL SCALE: 2"=1'-O" 1/4-MAX SEE DETAIL AS 4M 11 MIN�EMB. SHEETI2 �4 1 SEE SEE NOTE 2@d6/dj NOTE 1 EXTERIOR /TEC \ HnannNTAI r.RngR SFP.TIn! WOOD INSTALLATION SCALE: 2'=1'-O" DETAILA EXTERIOR v 1/4' SEE DETAILA SHEET 121 PSEE NOTE 4 1 1/4• MIN. EMS. EXTERIOR HJ(l T�v LJ� �HORZO�AL CRO S SEC�ON7O�IALL CIRO S SEC�ON 7 MASONRY & CONCRETE INSTALL SCALE: 2'=l'-O" 1114' 1/4' MAX MIN. EMS. SHIM SEE DETAIL A SHEET 12 `=( �� o N `f 1 HORIZONTAL CROSS SECTION 2 E 3 0 �I®3 m 61m�s ®Q3iD0l ° 93 0 �,;� � �Illli� (� �;�s L,- Ilo•�l II91' �c—i SEE NOTE gngl m ?ACTIVE O6 O �� 1 IN'' MAX. SEEETAILAHI^ �I t-T. MB. In - SHEET �{ ET 12 �I I EXTERIOR GNTAI CROSS SECTION 7 WOOD INSTALLATION SCALE: 2'=1'-O' a .105, Illlli�l Il.jl�� QU m �I uSi — illlllllll„III'. Lit WOOD INSTALLATION \7/MASONRY & CONCRETE INSTALL SCALE: 2"=l'-O" SCALE: 2"=1'-O" 11/4' 84 EE NOTE4 1/4' MAX. MIN. EMB. r I.1M'MAX. SHIM SEEDETAILA 11I2 SHIM MIN. EMS. SEE DETAIL L 1 SHEET 12 SHEET 7221 21 1 z 10 18 31 DOW 1199 SILICONE 31 -� z z-10 1B 30 6 7 13/4' 8930 EXTERIOR ' i 8 EXTERIOR 1 B T L M �N1 HORIZONTAL CROSS SECTION GLAZING 7 MASONRY & CONCRETE INSTALL WOOD INSTALLATION SCALE: 6'=1'-0" SCALE: 2"=1.-0" SCALE: 2"=1'-0' NOTE EXTERIOR -(8 HORIZONTAL CROSS SECTION 7 WOOD INSTALLATInN SCALE: 2"=1'- EXTERIOR L 7 gym NOTES: 1. FOR ANCHOR SPACING (ITEMS 05 ORN), SEE SHEETS 9, 10, & 11. 2. SPACING FOR Q3 FROM TOP OF SIDELRE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR 813: FROM BOTTOM: 10. T. 31/2'.20'. N W. FROM TOP: 112', T. 31/2', 2W. 24 W. 39'. 4. IX NAY BE UTILIZED AS AN OPTION. MR VR OM SECTIONS, SEE DETADS wSHEET6. HOROANTALSECTIOIS: DETAII SHFFT8. 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 2'MINGLASSBTTE B.OPTIONALLY,ANCLL11ppRRM.%�:UEYEE/Af�WINNARROW SECNON OF HEAODBTdAA1RAN&AS MINIMUM EMBEDMENT IS ACHIEV 1/8' TEMERED GLASS I 314-AIRSPACE 1/8' TEMPERED GLASS `• T *. HERMESF.NORERO' v T T :' G[ FLORIDA P.E. NO.7377q �O '•., ( P;' 14 398 E. DANIA BEACH BLVD. SUITE 338 .1. 2 ��Fy`•......••••• O� �� ',"'r/ONA`Ea1�A� DANIA BEACH, FL 33004 FBPE CEFIT. OF AUTH. NO.29578 O rn m0 � U) zoom Z Wmm W Y 2 % 3ga� L-Umya ..: S. FREY JW722008 �I4Z6l�m�ll � m��s�l 1111111111 NJ �z pSEEN. EXTERIOR SCALE: 2"=1'-O" SEEDETAILA 'In' 5 le SHEET 12 MIN. EMB. 3O and iB f f EXTERIOR --I F—"SHIM / ¢ 1 HORIZONTAL CROSS SECTION 8 WOOD INSTALLATION SCALE: 2'=l'-O" SEE DETAIL SHEETI2 kv 28 29 1U 30 EXTERIOR f'I \ Hn P170NTAI CROCC CFrrnM �8f WOOD INSTALLATION SCALE: 2"=l'-0' 1SEEDETAILA MIN. Eli� SSHEET I20 19 7 SEENOOTEE2J EXTERIOR SEE NOTE / 6 \ NnannNTAf CRncc RPrnnN \_qJ SCALE: 2"=1'-0" SEE DETAIL 1114• SHEET 12 MIN.EMB. go 0 �� SHIM / \HORIZONTAL CROSS SECTION \,V MASONRY & CONCRETE INSTALL SCALE: 2'=1'-O" i 1 114' Vd'MAK E MIN. EMS. SEE DETAIL -1rSHIM _ , SHEET 12 Z z 129 EXTERIOR N0T1 4 B 4 �LtlORIZOMAL CROSS SECTION \,V MASONRY & CONCRETE INSTALL SCALE: 2"=l'-O' 2i= 1/8' rTEMPEI _t d AIRSPACE EXTERIO MODEL 799 VENTED HALF LITE K HORIZONTAL CROSS SECTION \�V MASONRY AND CONCRETE INSTALLATION SCALE: 2' =1'-0' 3, <T, Cli Y E CjfT� L �(�,III �:� • II �■ :IIIGIII�:IIII�' F I I mF Arm yR SEE OTE2 Y EXTERIOR MEjQSjZQhITAL CROSSSECTION v 1 In, SEE DETAILA MIN. EMS. SHEET 12 .12 /, r VtlV ! o • 0.1• I\1: TI I. i 1114MIN. fH IS EMBEDMENTrD SEE UETN A SHEET 12 .4� .EXTERIOR 0 29 9 1l4' MAX. SHIM / 1 HORIZONTAL CROSS SECTION 8 FIXED UNIT 1X BUCK OPTION IN MASONRY & CONCRETE INSTALL (LEFT-HAND ANCHOR SHOWN, RIGHT-HAND ANCHOR SIMIr: its, LPERED 1 3 4 �� 2 � 42 EN 1lA'MIN. Fp SHIM MODEL 799 VENTED RALF LITE /��j HORIZONTAL CROSS SECTION WOOD INSTALLATION SCALE: 2' =1'-0' NOTES: 1. FORANCHOR SPACING (ITEMS 05 OR 99). SEE SHEETS 9, 10, & 11. 2. SPACING FOR 023 FROM TOP OF SIDELITE DOWN (SEE SHEET 11 3. ASTRAGAL SCREW PATTERN SPACING FOR 913: FROM BOTTOM: 12'. T. 312', 20', 24314'. (LEFT FROM TOP: 12', Z', 312•, 20•, 24 3/4', 39'. 4. /1X�MAY �BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS F-I-F�H l9EE SHT6. HORIZONTAL SECTIONS: DETAILS ll� SHEET 8. S.T APPCCONN MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. EMBEDMENT w SEE DURLI A SHEET 12 w� 29 B EXTERIOR 4• MAX. SHIM ©_HORIZONTAL CRO5S SECTION 8 OPERATING UCO 1X BUCK OPTION IN ONBYJI& CONCRETE INSTALL 4N0\ ORASIftN.RIGHT—HAND ANCHOR SIMILAR 7 *' HERMES F. NORERO f FLORIOA P.E. NO.73778I ,•'2�0/`` 398 E. DANLA BEACN BLVD. P SURE= DANIA BEACH, FL 33004 BPE CERT. OF AUTH. NO.29578 I— AS NOTED I 3W122008 SEE DETAIL E SHT.9 / SEE DETAIL ASHT. 9 'D I SEE DETAIL A S. TYP /-gHT. 10 / 9T TYP SEE DETAILD - I 6'TYP SHT. 10 3'TYP 1 I IIIIIII I II 11 1 _ lDLL -'�3 w Z I SEENOTE2 �- Li. -32• I yl - n m IJBLJAM 3 32. I I I 1' PPTIONAL _ m (WOOD INSTALLJ(� / SEE DETAILS INSTALL) 9 (MASONRY \\l I -72• J SHT. 10 S( OOD INSTALL) R _ I ry _ 1 I IIIIIII 1 11 ,St 1 SEE DETAIL F SHT. 9 (MASONRY INSTALL) P - ANCHORING LOCATIONS SINGLE UNIT (%) / SEE DETAILB SCALE: SCALE: 3 /e' =1'-0" SEE DETAILCJ SHT. 10 SHT.9 SHT. 10 ANCHORING LOCATI NS DOUBLE OUTSWING UNIT W/ 1 SIDEUTE (XXO) SCALE: 3/8• =1'-0° NOTE NOTET � I 1 8 \ 7 1 I NOTE6 NOTES DETAIL A UPPER SURFACE BOLT STRIKE PLATE & UPPER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'-O" DETAIL C DETAIL D LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT DETAIL R It LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES HINGE DETAIL SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-0" NOTE 7 45 4b / o 46 45 NOTE 7 DETAIL-E AT HEAD DETAIL-E AT -SILL — SURFACE BOLT PLATE SURFACE BOLT PLATE SCALE: 1/2' =1'-0' SCALE: 1/2' =1'-O" �Li w m n SEE DETAIL A SHT.9 p n 9'TYP J ED 0- SEE OETAIL'A 61TYP SHT. 10 to fi Q -J 3'TYP / Z OQca 1 11111II _ Z W l: 3g<- Yd COI ¢IpI (WOOD INSTALL)( ing `SEE DETAILIB SEE DETAIL C SHT. 10 SHT.9 ANCHORING LOC TIONS DOUBLE OUTSWING UNR%X1 SCALE: 3/8" =1 -0" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR TOTAL OF NINE FASTENERS PER SIDE 2. CORRUGATED FASTENERS ARE UDUZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHEET 10 FOR SIDELTIE FASTENER LOCATIONS. 5. SEE SHEET 10 FOR SIDEUIE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOULDING ATTACHMENT. 6. ASTRAGAL THROW BOLT HOLES A7 HEAD AND SILL ARE ORILL#D AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOUT LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN THE FIELD. 1 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. SURFACE BOLT HO,I,ES E N�4 SO DRILLED AT FABRICATION WHEN BOLT LOCATI0�1$1 INED. STRIKE PLATES ARE ATTACHED IN THE FlB,p�_�,E Ov * , * HERMES F. NORERO ffJWl2S2"008 p v FLORIMA P.E NO.73178 P T T ; <u IF13PE 30 E. DANIA BEACH BLVD. %CI.�'•• C P.• �; SUITE 330 DANIA BEACN, FL 3300A CERT. OF AUTH. NO.29578 SEE DETAIL A SHT.9 SEE DETAIL C SEE DETAIL D V TYP SHT. 10 �JtfMll 9'TVPYP 6' TYP 6' TYP 3'TYP 3'TYP i I I II II 1 111 111 1 11 121• I —I2" w MULL POST, SEE NOTE 32- R — —42• _ I IDBLJ BS m I ( OPTIONAL —52' 1 n (WOOD INSTALL)p1 I —6y I — om MASONRY INSTALL 9 ) , \\\}' I nP I -7T _ I _ I L i I I I I I I I 1 I11 111 III fie3' I ///--- SEE DETAIL A SHT. 10 \_SEE DETAIL B SHT. 10 ANCHORING LOCATIONS DOUBLE SHT.9 OUTSWING UNIT W/ 2 SIDELITE IO%XO) SCALE: 3/8• -T-V STAPLE LOCATIONS BRAD LOCATIONS TYPICAL FOR ALL SIDELMES TCC3FOLL -LMES SCALE: 3/8" = 1'-O' /8R= 1D !W76 TYP FOR HEAD TO MULL POST SCALE: Ll SHT. 9 SEE DETAIL C 5'TYPy SHT. 10 9•Typ SEE 6'TYP SEE DETAIL rDETAIL 3•TYP DSHE 10 1 II II 1 II II I I I SEE i DETAIL D w SHEET9 ICI SEE DETAIL B SHEETS L "' "' LATCH AND HINGE MULLIONS EE TYP FOR ALL FRAMES SEEDETAIL DETAIL SCALE: 1/2'=1'-0• SHT. 9 SHT. 10 ANCHORING LOCATIONS SINGLE 2*nN� OUTSWING UNIT W/ 2 SIDELITE (OXO) SCALE: 3/8' =1'-0'7 DETAILA DETAIL TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS SCALE: 1-10=T-0' SCALE: 1.1/2'=1'-O' NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIQR AND EXTERIOR SURFACES AT SPACING SHOWN, 41-1', FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK( JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS, 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOIJtjGCHMENT. LL 6. AVIEW(9ii OR. * HERMES RNORERO FLORIDA P.E. N0. 73778 W 398 E. DANIA BEACH BLVD. ` SUITE= IFSPE DANIA BEACH, FL 33004 CEFIT.OF AUTH. NO.29S7B O n � m J 2 m0 ZEE 0 J M Z w LL W Y 2 m 35aa ❑ 1� g� U) LU mYD= 8112JOB e AS NOTED V WSD a S. FREY m..4 JW122008 SEE DETAIL A SHEETS SEEDETAILA S'TYP SHT. 10 7n 9• TYP 6' TYP SEE DETAIL D� a 3• TYP SHT. 10 •,o I II 1 Illilll I 11 i 2'1 2. - SEE DETAIL C I -221� W 2 I SHT. 10 -32• w w SEENOTE2 f - -42'- MULLIPOST DBLJAM BS i2' OPTIONAL - (WOODINSTALL) 5 I -62- (MASONRY INSTALL) 1- m LSEE DETAIL SHT. 10 SEE DETAIL C SHT.9 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 2 SIDELITE (O%XO) SCALE: 3/8" =1'-O" SEE DETAIL E SHT.9 �B 51T'P SEE DETAILD J3' 9'TYP. SHT. 10 m 9;�. SEE DETAIL TYP. rSHT. 10 SEE DETAIL SHT.9 SEE DETAILA _ SHEET9 TYP O 9-TYP 9•TYP J Q O F5' 6'TYP S'7VP 3' TYP 3' TYP Ift `SEEDETAILA ( SHT. 10 m ¢ N N I 11 IIII111 ( (J I Z ILL m LU QYQ F - ME DETAIL SHT.10 IIy I - Q ^ m w MULL�POST I I _ 11 (WOOD INSTALL) 5 0 (MASONRY INSTALL)(91 \ Oo I I III I I I I I IIIYP { OW� 2 `SEE DETAIL no F •. �.. SHT. 10 �0- m of SEE DETAILC SHT.9 w000 zo ANCHORING LOCATI NI DOUBLE 4o m oe° OUTSWING UNROUTSWING 0 SIDELITE (0%XISIDELITE (0%Xl Nw w 0 SCALE: 3/8" =1'-0" u H FI N_ �•TIMTYPSEEDETAILA YP. SHT. 10 LSEE DETAIL 2- FI I 1 SHT. 10 0 LSEE DE7 s - 122�' i _ SHT. 10I SEEN 2 a w DBL JAMBS �J2' w � MULJ LL - OPTION -42' ���iii - I 1 MULLPOST 2' OD INST) m m SMAS NRY INSTI m _ OD INSTALL 5 _ -62 (MAS RV INSTALL) m 02. E SEE DETAIL SHT. 10 SEE DETAIL F SHT.9 POST `SEE DETAIL B SHT. 10 SEE DETAIL F SHT.9 ANCHORING LOCATI NS SINGLE OU�WING UNIT W 1 SIDEL�ElOXIUNIT W 1 SIDELRE/OX1 SCALE: 3/8" =1'-0" I NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1', FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.I 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. S. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOUNDING ATTACHMENT. 6. ALL VIEWS FROM EXTERIOR. .011�pp1F11I// / c$ F. HERMES F. NORERO FLORIDA P.E. NO.737/8 398 E. DANIA BEACH BLVD. Lam: SURE 338 I DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO.29578 I� AS NOTED I JW122008 ram. �� � ?f/����\\ f �.Y� �•F;r ,, BINGE OPTIONAL OUTSWING THRESHOLD S 4. 12GA. STEEL&DP233-00UTSWING ADAPTORI BASEESUBSTRATE FFF" SCALE: 3'=7'-0° SCALE:6•=1'-0' 4 A B L 1 318" N 8 B T 12• I— a T A e 1 P &L-EMHREELRSSSTIOR NIP ASTRAGAL • GLOBAL, SECTIONA-A SECTIONB-B 08TLUMMVINYL v663-6A[NUTSCALE: 6'=1'-0' SCALE:W=1'-0' ,WAM8O 3'=1'-0' < NOTE: "Z y 1 y4.r m �- y 1 38' ll g7^ems' � T- I I Q LE CUT LENGTH Im -11 3/4' 1- 4 1• I- OR BOTTOM SWEEP 33 ORNER PADS. 20 LOCK BLOCK VIU NYL /PLASTIC FINGERJO..TED PINE r\ODL LI -CITE FRAME MIN SCALE: 3'=1'-0" SCALE: 3'=1'-0' SCALE: 3' =1'-0• POLYPROPYLENE 10-1209.01) SCALE: 3•=1'-0' i 8' E N I1/4• MIN. 11131 ESS� STEEL SCALE: 3'=1'-0" �-� 2 718" —1 �VES SURFACE BOLT STRIKE PLATE STEEL SCALE: 6' =1'-0' OUTSWING THRESHOLD /.� IAFCO A297 I-11 1n' 6063-T6L. APPOSITE PLASTIC SCALE: 6'=1'-0' 35 MULL POST LAMINATED VENEER SCALE: W re �I—F , 11/16' E STILE1 16 TOP RAIL 18 HINGE STILE BOTTO L 1726 GA. STEEL nLATCH SSTI S LAMINATEDVENEER SCALE:3'=l'-0' LAMINATED VENEERLUMBER(LVL) LUMBER (LVL) SCALE: 3- =1'-0• SCALE:3' =1'-0" 8IVES SURFACE BOLT SPACER SURFACE BOLT SPACER PLASTIC SCALE: 3' =1'-W 3/16' CSINK. NOTE 1-USE#10 WOOD INSTALLATION SCREW W11.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2-USE #8 x 2,f7 PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE 3/16' ITW TAPCON ANCHOR Wf 1 114• MIN. EMBED. WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE AT SIDELI TE SILLS. DETAIL - A SCALE: 1/4" =1'-0" 1 T (IASTRAGAL BOLT UMATERIAL. COLD ROLLED STEEL ZINC&YELLOW CHROMATE SCALE: 3' -1'-0" L 4 5/6' L L o B (.'ILVL DOU LAMINATED V�,E'{('y�f9PJLUb,�R (LVL) SCALE: B''lW:-c5 F. N.. Jp , # HERMES F. NORERO .D F P.E qO�;. �T P':=�IPE F DANDA 398ED BEACH BL BIL �� FS • •"•••"•• G� ���DANIA SURE 338 BEACH, FL 33M CERT. OF AUTH. NO. om Q m0 zo Z W U m W Y S m 35a� w d Imo: AS NOTED I JW122008 1 /2''AIRGAP I 1/8-TEMPERED—c 1/8"TEMPERED ' SEE DETAIL A p O1 Q 23718" 11 1B 18 O m ON B H 24 2 / Z Oarai 8 1 W LLN 7 1 8 Z 2 S SEE DETAIL B NIm 18 3 N s W a [0 A A B 4 4 10 m ^ 1 3/4"MAX DETAIL A GLAZING DETAIL m PANEL THK. m O 21 VERTICLE CROSS O SECTION TLITEI�LF 1/2"AIRGAP �w oor w 5 1/8"TEMPERE Qom � 1/8"TEMPERED 00� w �3y m 4 10 p00 n 9E O wa0'+ 2 11 o 0 B 3 15 Ew woo 00 OUTSIDE FRAME VIEW SECTION R-R I 10 'VE14TED HALF INSIDE FRAME VIEW w O 15 4 18 o ry ]O F a SECTION A -A 11 4 N a a mm 3 VENTED 1/8"TEMPERE / 16 1213 20 1/8"TEMPfiRED 14 1/2"AIRGAP 0 18 / GLAZIDENN �D TAIL j ' m 0 0 19 18 AT MEETING RAIL 0 a w d m w O 23 INSIDE VIEW a ¢ 24 / 7 22 a c B �0f a o NOTES: „770!Il!19f4)fET 14 FOR ITEM DESQUPTIONS. .- O m a t `�J DES F. O i AS NOTED 7 **' HERMES F. NORERO owa.ee NBO FLORIDA P.E. NO.7377E aocxn S. FREV P /u 398 E. DANIA BEACH BLVD. OT •., ( P;' ` SUTTE338 ow.vnxouo.: JW122008 2W i� Fp`'••••••••••• G��� DANIA BEACH, FL MIM �ry��`SON; BPE GERT. OF AUTH. NO. ;; axeer73 w 74 I S n J D: m (J ¢�uS Z OQm Z W LL W Y 2 m 35<� O N M A LU 0 0 gg0 S°i w 3 90� W_00 �02 2w VMS y� w °o a y �- w LL o ° f J 0 m ¢ O o AC w i Z YQYIILL°' �FOz yo wz ~o Z jWLL wyW O W °oN Fy mz K a0aocU LL7 K wo.i '"'o ofr: e/1v0B swe AS NOTED , 7 * f* HERMESF.NOREROI 0ryy, gr: WBD T FLORIDA P.E. NO.73M cwc ar: S. FREY A '•, ��i �T •'• �u . 398 E. DANIA BEACH BL�D. P•' wuwwc w: L =W SURE 338 FS •••••••••••• .S�°..;E��r�� G��� DANIA BEACH, FL 33009 JW122008 FBPECERT.OFAUTH.NO.29578 14 or 14 MATERIAL LIST (VENTED HALF LITE ONLY) REM PART N0. DESCRIPTION QYf MATERIAL 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 ° 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 5 16825-000 GLASS, 3/4" x 20 19/32" z 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828-000 (j8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 j/6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFfEY LOCK 2 NYLON 6/6 9 16829-000 jj4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 12 16806-000 RIGHT LATCH 1 NYLON 6 13 16807-ODD LEFT LATCH 1 NYLON 6 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: 0-LON2 WEATHER SEAL 15 16800-000 LOWER OUTER SASH i SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 18 DOW 1199 AR SILICONE SEALANT 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE 23 16968-000 SCREEN CLOTH 21" x 24" 1 FlBERGLASS 24 10046-000 SPLINE 6.1' PVC ' Florida Building Code Online r• > Page 1 of 2 --Sol -- - — -- — — ---- —� -- aus Hame tag in User Registration Hot Topics Suhrnit Surcharge i Stats a F.= Puhlmadons contact us Bels alto Map i Union search i d �1pr i+'.::r Product Approval uSl uses: Public user Product Approval Menu > Product or Appllcarmn Search > Application List > Application Detail -. FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email c x A- Quality Assuranc9Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report p Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By RECEIVED FL19715-R4 Revision 2017 JAN 0 S 2019 Approved ST. Lucie County, Permitting u Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 jonberrian@slbp.com Jon Berrian jonberrian@slbp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 jonberrian@slbp.com Windows Single Hung SC4AIIV St 4Ucie county Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Hermes F. Norero, RE PE-73778 Window and Door Manufacturers Association-QA ` 12/31/2019 Locke Bowden P.E. 10 Validation Checklist - Hardcopy Received FL19715 R4 COI COI Sliverfine SS 2017-06-14.ndf Standard Year AAMA/WDMA/CSA 301/I.S.2/A440 2011 AAMA/WDMA/CSA 101/1.5.2/A440 2008 ASTM E1886 ... 2005 ASTM E1996 f 2012 ASTM E330 ^^ 2002 TAS 201 � !0, 1994 TAS 202 1994 TAS 203 1994 i htfnc•//flnrirlahnilrlinanra/nr/nr ann fitlacnvinaram=Txr(:FVX(l.vfllnrirAO/7hvmolrlhrnim 1/AIMIa Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/29/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL19715 R4 II SWD002 SS 2017-12-15.0f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.odf Report for design pressure tables and limitations of use. Created by Independent Third Parry: Yes 19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL19715 R4 11 SWD012 SS 2017-12-15 odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER5376 SS 2017-12-15 odF Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL19715 R4 II SWD010 SS 2017-12-18 odF Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER4805 SS 2017-12-18 0 Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limps of Use Installation Instructions Approved for use In HVHZ: Yes FL19715 R4 IT SWD011 SS 2017-12-18.0f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-12-18 odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Beck Nert Contact -115:: 260101a1r Share Read. T,11,b.== ce R 3239Phone: 850-487-1824 Tie State of Florida Is an MEW employer. Caovrlold 2007-2013 State of nor da.:: Ptivacv Statement :: accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released In response to a publloremrds request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (I), Fladda 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 -malls provided may be used for official communication with the licensee. However email addresses are public rewrd. 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 di,khrlg. product Approval Accepts: Credit Card � Safe https://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA`/`2bxmzk 1 hGufB... 1 /8/2019 SILVER LINE BUILDING PRODUCTS V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) (NON -IMPACT) GENERALNOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNEDAND MANUFACTURED70 COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TA5202-94 • ASTM E330O2 • AAMA/WDMA/CSA 101/15.2/WM8/I1 2. ADEQUACY OFTNE EXISTING STRUCTURAL CONCRETIE/MASONRY, 2X FRAMING, AND METAL FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO ME FOUNDATION IS THE RESPON5181 M OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. 3. 1X AND 2X BUM (MEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DUMB DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACNAL CONDITIONS FOR ASPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION NON-HVHZARFAS.IN HVHZAREAS, ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMFDAOE FOR OR ANT. S. APPROVED IMPACT PROTELTIVESYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL' PVC 7. IN ACCORDANCE WITH THE 5TH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GVSS MEETS THE REQUIREMENTS OF ASTM E 1300 GVSS CHgRTS. SEESHEETSFORGIATLNGDETAIIS. M U(OVERn CONFIG. DESIGN PRESSURE MISSIIE IMPACFRATING WIDTH11 52- CA R62.8/-65 PSF NONIMPACT 52° O/X •SS/-S0PSF NONIMPACT TABLE OF CONTENTS SHEET REVISION SHEETDESCRIPVON 1 - GENERALNOTES&GURINGDETAIL 2 - ELEVATI)N&ANCHOR IAYOUIS 3 - VERTICALSECTIONS 4 - HORIZONTALSECTIONS 5 HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES IS, REINFORCEMENT DETAILS 5/8' O.A. I.G. GLASS EXTERIOR / I \\ I INTERIOR I STEEL SPACER \ Oil / MIN.GLASS 1/8' OR 3/32' BITE 7/16' SETTING BLOCK GLAZING DETAIL AZING CONFIGURATIONS SHALL COMPLY WITH Y GIALNG REQUIREMENTS OUTLINED IN r NT FBC AND ASTM E 13M GLASS LOAD ANCE. SilverUne roAAail�� DXESEVFADNE DINE v . T T ? ¢ - H�NL&LpALbt Dx mrz a<rn� mTe FLR: FL19715 DATE:I 12.11.17 DWG. HFN scALE{ NTS DWG.N: SWD015 SHEET: I MAX D.LO. MAX. 0.A FRAME HEIGH 73' MM. OLD. NEIGHT33513' I— MAX.OAFRAME WIDTH 52' MAX D.LO. -{III F1,-4' A B 3 3 'O' "X' ELEVATION SINGLE HUNG WINDOW 3" MAX. FROM CORNERS 6" MAY O.C. 3" MA FROM CORNEF ANCHOR LAYOUT 6" MAX. 6.25" MM. O.C. FROM Lam - CORNERS r STENERR ABOVE INEETING RAILINTERIORIAMB MUST RE FLATHEADS. L 12.SD' MA%. D.C. 6.25' MAX. FROM CORNERS L I ANCHHORLAYOUT THROUGH INer Line o ADaGrWa zn Nry h � 9 64t. D fl§ of a i3� w� y5, a \a REMARI6 BY DATE 1�ES F.uF0 "1'� 2. 7 .O TT ra FL p: I FL19715 DATE 112.11.17 DWG. EGLAZING TAIL.SHEETS INTERIOR SEE GLAZING DETAIL, SHEET 1 E GLAZING TAIL. SHEET I INTERIOR SEEGLAZING DETNL,SHEETI Silver Line da za z�l N 6�aa o Oyyeyyy�3 po E z3 3 o���yg 7 ' 0 � a ``Q11TE5 F Tp0T��4� �111610NAIE�G��� IwniiHUEA62�Tve YfL�fM qq�W �}Yl IEK 14Wa �pAW S�1YM� �m FLp: RRRIRRRIII MWL FL19715 VERTICAL SECTION VERTICAL SECTION SHEET• 3 e SECTION FOR BLOCK&TACK BALANCE INTERIOR 4HORIZONTAL SECTION UPPER SASH 1 INTERIOR EXTERIOR D.LO. T MAX. FRAME WIDTH HORIZONTAL SECTION 4 LOWER SASH SEE GLAZING DETAILSHEET I- x�IION FOR STANT FORCE ,NCERS i OXFSrtVF4MFGCM xoxmeXPxsvngmaa¢ X: BLO 13NE3B zN n� c3 E zee 0 o m $_ oz wu o Tma _: W� �s m >^ `al a [;A Zrc. v am-nm w ncsm FLIT: I FL19715 DAM: 1 12.11.17 ILI110 MIN. SOMSIHAIB EDGE DISTANCE BYOTHERS MIN. EMBEDMENT AX 1/4" M SHIM SPACE EXTERIOR LA INTERIOR T VERTICAL SECTION 6 THROUGHF IAME(HMO) 1'MAX. n3 SHIM SPACE B-I SUBSTRATE BYOTHERS INTERIOR SCREW IN THE INTERIOR CHANNEL L. MIN. EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL EXTERIOR MIN. EMBEDMENT g HORIZONTAL SECTION 6 THROUGH FRAME (JAMB) 6TRA {� 1/4" MAX 9THER5 I SHIM SPACE INTERIOR � 2 w o EXTERIOR INTERIOR � \ 1 z f EXTERIOR MIN. EDGE DISTANCE p HORIZONTAL SECTION VERTICAL SECTION 6 NAILHN(JAMB) (j MELTING STILE INSTALLATION N07E5: 1. ONE (1) INSTALLATION ANCHOR IS REQUIREDATEACH ANCHOR LOCATION SHOWN. 2. THENUMBEROF INSTAUAFONANCHOM DEPICTED IS THE MINIMUM NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALLINDIVIDUALINSTALA ONANCHORSWITHINATOMR aOFt1/2INCHTHEDEPICTEDLOCATION&SPACINGINTHE ANCHORIAYOUT DETAILS(LE„WITHOUTCONSIDEMMON OFTOIFAANCFS). TOIERAN[ES APENOTCUMUTATIVE FROM ONE INSTALLATION ANCHOR TO THE N EXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 3/81NCH. SHIM MERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSM PIASTIC OR BETTER S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUSTBE WOE OF CORROSION RF 19W MATERW.OR HAVEA CORROSION RESISTANT COATING. ]. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR101NT INTO FACE SHELL OF BLOCK. 8. INSTALLATIONANCHOMSHALLBEINSTALLEDINACCORDANCEWRHANCHORMANUFACTURER'SINST nONINSTRUCNONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATESIM" STRENGTHS IESSTHAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHORMANUFACTURER. 9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL INTHE INTENORJAMB TRACK, USE FLAT HEAD ANCHORS. MIN. EMBEDMENT SHIMSPACE EXTERIOR INTERIOR HORIZONTAL SECTION 6 NAIL FIN (HMO) REINFORCEMENT DETAILS L� 0.36" :" L �0.8]" L� �j� �0.13' 0.]J° 0.9 0.415" " 0.87" 7I--'ij0.46" OALUMRNUM P 2 ALUMN MING RAILO BOTTOM LIINFT RAIL&SASH M'CXORSLXEw11E MEIHCO $UB41MlE M'GIORSCXFDUIE MW F11BmMEM Mw EB6E DP:TAnE naao:wxfia.as BB"P°.. t.s o.rs NNLINOFW ]MNF1n6 WN MElRl:1BMU0E61W. IBTEXStliEW Tw PQhIMTCNBEYw9 OST WX.FY^699I ..Pm HFPDw Ls OWE1.lEWORGWA'El WOOD:MIN.8010M BIo HATtnAOwn1E PnEJam Ovwm¢ Is ai HOPINMF/DIN 3TXNFAO9 WH E%rERIOHGNNNEL PFNETMBEYOND METET OL B.bP TxRO1MHFPAME MEFAL:I8GAU6ESbq WHfrvyxgl -.—TIGMwTHE BnwMO4 Wx OIIEWdi61U1B.'EL FENflMiION BEYO.D Ow METu fANLHEIE:f[MJ]PSI .,P T� N to Vw onXY:61apM .Wm. 1a tls Cw Mw.'AWPS FLATHFAO SiNerLine MAndencJi ' 6xcmvwwBPMVE xwwexuavnoclMamm ♦�♦�`ES F. O ♦r: .o 7 �A�l�ss/ONAI. BNG♦`C Yx'�HE&L4PSSA2` I Raam°LPlsnx'A we aB[wMB a�sn rwA aBa, D rBP<E rbn°. a M1wamAlxx x> mm FLB: FL19715 DATE:I 12.11.17 DWG. BY. CHK BV: LMS HFN suuL NTS DWG.n: SWD010 SHEET: 1 5