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HomeMy WebLinkAboutProduct Approval 4/5/2017 Florida Building Code Online p � ii2l% =`moi 4N t w. BCIS Home I Log In User Registration I Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff I BLIS Site Map I Links Search Florida rw: Product Approval �=,- a�USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail # FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals byiDBPR shall be reviewed and ratified by the POC and/or the Commission'If necessary. l Comments il Archived l Product Manufacturer JELD-WEN j' Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Ii Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 " custom erserviceagents@jeld-we&d'orn _ Quality Assurance Representative i Address/Phone/Email Category oors �,l Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing i Certification Agency National Accreditation&ManagementInstitute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 d ' 1994 TAS 202 1994 TAS 203 ;i 1994 Equivalence of Product Standards Certified By I Product Approval Method Method 1 Option A ! https://www.floridabuildirig.orgtpr/prL_app dtl.aspx?param=wGEVXQWtDquxTVBjriRcYgp/02fDEHWlXNZWIDOuyPOG87LWwGxpHtrgMQp/o3dp/o3d ' 1/3 4/5/2017 Florida Building Code Online Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-O"'x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R7 II 3W0509-03 Installation.pdf instructions as stated on drawing 1W0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Full Lite Door,Inswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R7 II 3WO509-04 Installation.cdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.12df Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006254-RS Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R7 II 1W0509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011062 NI011062.01 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: FL14569 R7 I1 1W032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.pdf Created by Independent Third Party: Yes 14569.5 Contours Steel,Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC N1011061-R1 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 1W072012FL Installation.pd Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.1)df Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/o Sidelite, 8'-11"x 6'-8" https:/www.floridabLilcing.org/pr/pr_app b.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWlXNZWlDOWPOG87LWwGxpHtrgMQ%3d%3d 213 4/5/2017 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011082-R1 Certificate.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II!S-2104 Installation,Pdf Verified By: Hermes Norero 73778 Created by Independent,Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.pdf Created by IndependentAhird Party: Yes i 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing,Iw/or w/out Sidelites, 8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 CI CAC NI6'11096-R1-NI011096.01- Approved for use outside HVHZ:Yes R1 Certificate.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 j 'I Other: Installation Instructions FL14569 R7 II 5-2108-01.pdf Verified By: Hermes No rero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.rdf. Created by Independent Third Party: Yes I Back Next it Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. t. Product Approval Accepts: sow ® eCtect "I Credit Card Safe i I. I :j I httpsl/www.floridabuilding.org/pr/pr app dfJ.aspx7param=wGEVXQwtDquxTVBjriRcYg%2fDEHW1XNZW1D0uyPOG87LWwGxpHtrgMQ%3d%3d 313 I-- 1.670" H!1.670"� 1.670" 4.5625" -T /. 2.�188j" 0.750" 1.210" 1.000" 1.000" 1.042 1.250" 0.500 o m . DOOR BOTTOM RAIL DOOR HINGE STILE tiI.- O y� 12 DOOR (0.021') STEEL 13 FINGER JOINTED PONDEROSA O7 DOOR LATCH STILE 11 DOOR LOP RAIL 2 3 WOOD JAMB Z w PINE WOODLVL VL FINGER JOINTED O N r: 08 PONDEROSA PINE W W - - - - - - - - -- 0 - - _ - - - - - - - .0125 513" G � S= --- -- - - - r1.645" ^� I 0.529" - 0.380' 0.500 1.544" ::;; 1.544. - - 1.586` �:?: ..0.831":_' _ __ :;;: .:• '. - - 0.140" �- 750"--i �� 1.750" I- 1.-- --I---- 1. - =-- - -- - 12 0.530' 2.521" 2.519" -- 2.621" O33 CORNER BLOCK FOR 10 COMPRESSION WE41HERSRTiP 47 1" G. IN LTE FRAM 38 1 8°S. . 0 L FR o H STEEL BOTTOM RAIL O SCHLEGEL 0-LON ODS 650 POLYPROP. POLYPROP. POLYPROP. 8 MDF x 3.0"LONG FTRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL a a' 1.500" APPROVED UNDER NOA X07-0828,01 APPROVED UNDER NOA X07-0828.01 JAPPROVED UNDER NOA #10-1209.01 o o 1.250" to 0.868" L "o " q0 C3 0.482° 0.585" ®0375" 0,375" T 3/8"QUARTER ROUND ooSIDEITE STOP PINE0"0.624" 1. 2.04 a1.750" 2,500" OO O ASTRAGAL HAS TWO 0,3125 O 2.137"1,012 sa-DIA x 9"LONG NOUS; 1.375" 1 ON TOP, 1 ON BOTTOM mS F I 1.025" } U= JJJ0tl0.097" 4.000" -I 8 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD ASTRAGAL (IMPERIAL) O ASTRAGAL STRIKE PLATE 5P O O MULLION CAP O HAGER STEEL BUTT HINGE o g w 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125"STEEL) STEEL 53 BOLT.STRIKE PLATE OPINE(81,25"LONG) 5 4"x 4"x 0.097"THK, STEEL 11.875" 1.710" + � �- -^{ \ \\ oo oz \\ 0.582" 1.000" �� DIA, VARIES WITH o 0 0 0 Q 15 re 15 re HARDWARE USED �- 4.041" I� 01fi5,�1�CRD BUMP FACE THRESHOLD ALUMINUM - BY PEMKO a 4.000" ���/ �� ES rIYO Irf}WOOD INSERT w w o a m �J(p .•;• �� DATE: 9-il-Ol 7 PO Prepared Of., sem: N.T.S. DWG.BY: 'JWJ CHK.ar ';3 S. SAFFELL �O S. P,:��� - -' DRAWING N0: WOOD LOCK BLOCK �� ax�a.i. �i % BUILDING DROPS,INC. S-2104 15 FINGER JOINTED PONDEROSA PINE EACH ��° Phone:954-399-8478 FEPE ,y A " suaTa Fax:954-744-4738 SHEET_L OF 8 17 50 30 37 o 0 EXTERIOR 50 m 0.125"MIN. Z ¢ y TEMP. GLASS 6CL HICKNESS Lc °4 Lu INTERIOR 0.50" GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHT. 4 EXTERIOR 0.500' MIN. GLAZING DETAIL 1 GLASS THK. 0.125"TEMP. 0.250"AIR ODL LITE FRAME SINGLE PANE " GLASS SPACE d a 1/8'TEMPERED GLASS o SPARTECH POLYCOM PP5530 C13 25"x .50" .0.125" TEMP. o > 0.50 INTERCEPT GLASS $ INTERIOR GLASS STEEL SPACER o I o BITE 0 e 50 SEE NOTE 8 a a 17 29 29 48 50 45 49 ON SHT. 4 S N U m m EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 Bog W GLASS TRINITY LITE FRAME N N 112-INSULATED TEMPERED GLASS �W o LUPOY EU-5007 o o 1.000"MIN. o 0.750"AIR SPACE 45 GLASS THK. 0 0 0 17� NOE 0.125TEMP. ALL GLAZING B B CONFIGURATIONS o 0 0 0 INTERIORSTEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50" t`NNN GLASS GLAZING REQUIREMENTS OUTLINED o 0 0 0 IN FBC SECTION 2406. diONSEE NOTE 8BITE ����5FO SHT. 4 `�(` . �� DATE: 9-11-01 Z M SCALE-. N.T.S. GLAZING DETAIL 3 7 = Prepared B,. TRINITY LITE FRAME - :* : * _ DWG.9Y: JWJ I"INSULATED TEMPERED GLASS7 0 LUPOY EU-5007 T T rQj ® CHK.BY:S. SAFFEIL i� 0 /A P,' k;; DRAWING NO.: 47 '0 �aRti.f� �� BUILDING DROPS, INC. S-2104 Phone:954-399-8476 FOPE / • 1 " 0.29578 Fax:954-744-4738 SHEET OF 8 107.00"MAX. O.A. FRAME WIDTH o 37.75"MAX. 0.4. C ` FRAME WIDTH, m SEE DETAIL 2 cj 1- o an ON SHEET 5 Z cc C E N SEE DETAIL 4 a Q•• 4.50"IYP. - -� -- 16.41" TYP:" - - __ __ _ _ W � 3.00" - .00"TYP. 13.41"TYP, ON SHEET 5 .00"TYP. 6.00"TYP. C u� - _:: ;00" - - 00"TYP._ W Z, - - 1- =TYP.- - 6 4 00 TYP, 6 IYP. I I I III I 1 I I 1 I I I - 7.X75" 6 TYP: -6---TYP' -7:375" - NESHEET-5_ SEE � a ° _ 74.50"MAX. O.A. FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. b SEE DETAIL 4 4.50"TYP. 9.00"TYP. IQ .00"TYP. ON THIS SHT. 3.00"TY. 6.58" 6.00"TYP. C1 m o � 6.00" 6f 17. 1-h I .00" 12.50" 3.00" -3.00"TYP. Z vi -3,00^TYP, NP• SEE DETAIL 4 ON THIS SHT. 6 TYP. I I 7.375" ww � � � gxL- v 6 TYP. _I I III IIIt_ 7,375" 51 51 TYP »xa TYP. TYP. 31" 5 - SEE NOTE 5 ON SHEET 4 5 SPACES SPACES ® 13.85" SEE DETAIL 6 ® 13.85" SEE DETAIL 5ON THIS SHT. - - - 81.25" ON THIS SHT. - MAX i MAX. O ` ° \ .A. 1 2525 o z 01 FRAME "1 1 HEI E 15. 50" 5.50 - 1 TYP. HEI,HT - 1 1 - 3 a a 3 " �y 31" O o s 636.625' N 36.625" 1 g 16 � TYP. mo 1 0 m ~ f w; Q. -3.00"TYP. 3.00" .00"TYP. Ia 5 MS-1F 6.00 7.00"TYP. 1 212 `Ej fa 5" 3.00"TY. 7.00"TYP. U TYP. 111� .15"MIN. o E .- C-SINK, mi SEE DETAIL 3 zz� ON THIS SHT. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS .DOUBLE DOOR WITHOUT SIDELITES ANCHOR 0 ATION VIEWED FROM INTERIOR 1 0 0 z z VIEWED FROM INTERIOR W o 16 51 25 1\ P: 53 53 SEE NOTE 10 \ o o `�m 25 /-` 16 14 27 SEE NOTE \ / ON SHEET 4 ^0 0 0 0 7 SHEET'4 � � DETAIL N O•-NO•-< / \ 41 / O \ / i i ��`ES F�TTO�I OUNTERSINK FOR INSTALLATION ANCHORS w o m a 6 / •• o \ 5.50" 1 I 24 5.50" I I 24 25 �`� Q �: oATE: 9-11-01 O �� • 6 1 1 2 :' :O SCALE: N.T.S. 41 SEE NOTE 7 _ Prepared By.\ ` 4 SHEET 4 A * y owc,ev: JWJ i \ / -� � _i cNK.ev:S. SAFFELL 52 520 P: oRAWWc No.: DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL DETAIL 6 � ^*+L1_ `� BUILDING DROPS, INC. 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB Phone:954-399-8478 FePe* a Qn°�o.x9578 Ave., 954-744-4738 SHEET 5 or 8 37 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHT. 4 ON SHT. 4 47 45 38 32 R 1.750"MIN. SEE NOTE 3 EXTERIO ON SHT. 4 31 EXTERIOR PANEL THK. 36 17 m ¢ titiou. 37 Z CC W tQi amp el INTERIOR -SEE GLAZING _.3fi /// \ -1 `- -- - - - - _ - - - - 10 / / �\�� SEE NOTE 2 23 DETAILS, / 10 SEE NOTE 5 - - _ - ON-SHL 4 - -__- ----- -_ SHEET 7 ON SHT. 4 25SEE NOTE // �� SON OTT 4 29 /// \\\ 25 ON HT. 45 1 7 7 17 1 SEE DETAIL 5 /// \\\ 29 ONESHT. 4NOTE 6 W SEE DETAIL 5 ON SHEEP 5 S 8 0.750" ON SHEET 5 0.750" SEE GLAZING 39 39 DETAILS, SHEET 7 HORIZONTAL CROSS SECTION [ZHORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB m s � NOTES: CONCRETE/ RY 5 i 19 20 4 3 i SEE NOTE 3 37 0 1. SPACING FOR ITEM yes THE J10 x 1"PFH.SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS ON SHT. 4 AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0', 2.5', 4.0", 5.5, 13.0°, 18.0°&26.0 BY OTHERS of a 2. SPACING FOR ITEM#23 THE Q8 x 1 1/2'PLASCREW IS AS FOLLOWS: 32 36 384547 SEE GLAZING 5 TS TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL; 3.0"IN FROM EACH CORNER. DETAILS, SHEET 7 N - 11 15 ON THE SIDES VERTICALLY FOR THE SIDELITE PANELS; 3.0, 13.0', 26.0°, 39.0, 52.0"& 63.0". °e 3. SPACING FOR ITEM #31 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM#9 THE 16GA. X 1°BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS EJ o`* FOLLOWS: TOP &-BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUND): 1.25-IN FROM EACH CORNER WITH p EXTERIOR N 8 (1) NAIL MID-SPAN. ON THE SIDES VERTICALLY(FOR BOTH 3/8'QUARTER ROUND & MULLION CAP)' 1.25°FROM EACH END & SIX MORE <. EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE i0 THE JAMB AND BUCK USE ITEM#25, A#8 x 2 1/2"PFH WOOD SCREW. a,. 0.125'MIN. INTERIOR o o z WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM j24, A 18 x 2' GLASS.THK. B B o PFH WOOD SCREW. ° ' g¢ E! 5. SPACING FOR ITEM #25 THE J8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, •a• 0 0 0 IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 223 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/JTEM J29 SILICONE CAULK ON THREE SIDES AND / ON SHL 4 ^0 0 0 0 IT- HORIZONTAL CROSS SECTION 3/8"QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4°LONG. \� T I ELITE TO BUCK �+c 0.75'MIN. �� SEE NOTE 6 �►Qt i I rS P 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM X27, A X10 x 2°PFH SCREW. WHEN ATTACHING EDGE DIST d'. \ 29 ON SHT. 4 0�� g F. O,'���� w c THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A #10 x 1 3/4"PFH WOOD SCREW. � 8. SPACING FOR ITEM #49 THE 16 x 1 1/2"PANHEAD SCREW(TRINITY LITEFRAME) IS AS FOLLOWS: >' SEE DETAIL 5 ����. '� � onTE: 9-11-01 SIDFlITE LIT FROM THE TOP DOWN VERTICALLY: 3.25", 18.0625° 32.8125", 47.5625'& 62.625", e ON SHEET 5 Z;' 7 O Prepared By. SCALE: N.T.S. SIDEI ITE LITEFRAME TOP & BOTTOM FROM THE LEFT• ONE(1) SCREW AT 4.4375°. ° _* : ;-* _ owc.BY:' JWJ 0.250"MAX. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM ° T T = Q CHK.BY:S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR,ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 1.50'MIN. ��O ' P: <u� ® owsaNO No.: 10. USE ITEM J51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS. USE ITEM X125 WHEN INSTALLING INTO EMBED. %� A�oA,A.o ub ���� BUILDING DROPS INC. 5-2104 MULLIONS. USE ITEM J16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. `� a Phone:954-399-8478 WE I A (q .sesta Fax:954-744-4738 SHEEP_L OF 8 SEE NOTE 4 25 19 20 4 52 7 1 15 13 @6 5 6 3 20 19 27 SEE NOTE 7 ON SHE4 21 4234 ON SHE 4 CS9 EXTERIOR EXTIO m oe ,- 1.750"MIN. PANEL THK. • .^. W Loco CONCRETE/ MASONRY BY OTHERS INTERIOR INTERIOR 0.75"MI . e e ��\ 51 10 1 17 17 1 10 51 j j/ 0.75'MIN. EDGE DI T•.� SEE DETAIL 5 SEE DETAIL 5 °° EDGE DIST. m yo n ON SHEET 5 ON SHEET 5 e C HORIZONTAL CROSS SECTION D HORIZONTAL CROSS SECTION 0L .250"MAX. LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250"MAX zN 1.50"MIN. SHIM SHIM w z 1.50"MIN. CONCRETE/ EMBED, EMBED. MASONRY F o BY OTHERS g O SEE NOTE 1e' ON SHE4 26 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a g 3"; 17 15 1 7 40 52 7 1 15 21 42 34 EXTERIOR 0.31°DIA x 9.0"LG. AT TOP & BOTTOMEe ti 5 I`1'C I .EXTERIO ACTI12 VE p (OV N W SEE NOTE 26 I SHT. 4Woo g000� c- DETAIL 1Mam ASTRAGAL TO STILE ATTACHMENT o 0 0 0 1.750°MIN NOTE: ITEM 24 NOT SHOWN THIS a^ c v PANEL THK % VIEW FOR``(`g( I��Ir�P�''' ^o o o a INTERIOR �� �$F• ii w w o U m a SEE DETAIL `t� DATE: 9-11-01 SEE NOTE 4 24 1 ON THIS 10 1 17 = �' 7 '_o_ Prepared By. SCALE: N.T.S. 7 ON SHE SHEET • JWJ * DWG.BY; T T i Q CHK.BY:S. SAFFELL HORIZONTAL CROSS SECTION ?�0,�'. t� P AT vIb IMPERIAL ASTRAGAL 'L icna� __7 � BUILDING DROPS, INC. S-2104 SSP Lju� " 'y -399-8478 Phone: FBPE�LirP A R30 o.xasTe Fax: 954-744-4738 SHEET 3 OF 8 0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 5 1 I DOOR STEEL FACE SHEET 24Gk FO-020MMIN.) STEEL 1.50" BY OTHERS 1.50" BY OTHER 2 FRAME HEAD (FINGER JOINTED PONDEROSA WOOD J MIN. MIN. 3 FRAME HINGE AMB FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB(FINGER JOINTED PONDEROSA PINE) WOOD EMB- 19 19 5 4'x 4'BUTT HINGE 12 o. BY HAGER) STEEL 0.250' EMB. MAX. 20 STER cs SHIM 6 #9 X I-PFH WOOD SCREW(HINGE TO DOOR) 7 DOOR LATCH STILE LVL all cd BY OTHER IN 8 OUTSWING TEMKO BUMP FACE THRESHOLD ALUMINUM an 0.250' 44 9 BRAD TRIM NAIL 160A X I- FOR MULLION CAP STEEL 2: MAX. /y 10COMPRESSION WEATHERSTRIP SHIM 3P 11 DOOR TOP RAIL LVL W q SEE DETAIL 7 SEE DETAIL 7 1 7-2 DOOR BOTTOM RAIL STEEL ON SHEET 5 ON SHEET 5 13 DOOR HINGE SALE(FINGER JOINTED PONOEROTA PINE), WOOD PFH WOOD SCREW EE NOTE 6 ON I 10 x 1 314" STEEL :e 29- SEE.NOTE-3 ON 15- LOCK BLOCK(FINGER JOINTED PONDEROSA-PINE)-- WOOD �zj cq bg IL SHT.--4 16 3116-ITW-TAPCON-ANCHOR W1--1-114"-MIN,-EMBED:---- SqT STEEL----- 10 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib, c1 DENSITY) BY JELD-WEN FOAM 1.750"MIN 1;750*MIN. 18 NOT USED PANEL tHK.. 36 PANEL THK 19 2x WOOD SUB BUCK WOOD - 20- SHIM(0.25'MAX. THK. HIGH DENSITY PL45TIC OR GREATER17 21 1 KWIKSET 400 SERIES KNOB STEEL SEE NOTE 2 ON 23 22 1 KMK$Er 71TAN 700 SERIES DEQBO%,OT SHOWN) STEEL IN LITE �E SHE 4 38 23 f8 x 112'PLASCREW(0 STEEL SCREW 8 x 2 PFH 000 1 45 STEEL b� 25 18 x 2 112"PFH WOOD SCREW STEEL EB H 2, 0.125"MIN. 47 1 26 '12 x PFH WOOD SCREW(IMPERIAL ASTRAGAL TO DOOR) STEEL 0 N27 ilo;2;PFH WOOD SCREW GLASS THK. 28 MULLION CAP STEEL WOOD EXTERIOR 29 SILICONE CAULK(CR 2:W:R:E:N:Cl-11�C SILICONE INTERIOR EXTERIOR (OSO By ODL 80.0" 80.0" 81.25" 8 1.25" 30 GLAZING COMPOUND SILICONE MAX. MAX. MAX. MAX. SEE GLAZING 31 BRAD TRIM NAIL 16GA.x 314- FOR W"QUARTER.ROUND.) STEEL O.A. OA D.A. DETAILS, SHEET--. U.A. 32 318'QUARTER RO NO SIDELITE STOP WOOD FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL HQF HEIGHT _j4_ w HEIGHT HEIGHT HEIGHT SCHLAGE KNOB SET 051 STEEL 35 SCHLAGE DEADBOLT#8360 NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 24GA. (0.020-MIN. STEEL) STEEL a e 0. 37 1/8*TEMPERED GLASS BY PPG) GLASS SEE NOTE 2 ON 23 37 38 ODL LITE FRAME SG(SPARTECH POLYGON PP5530 C13) POLYPROP. Al SHT4. 39 PRESSURE TREATED MULLIONx 4 9116 x 81 114") P.T. WOOD BAR 3 4 -7 IMPERIAL ALUMINUM 40 ALUMINUM EXTRUDED ASTRAGAL TB T 38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL 42 YALE KNOB HERITAGE SERIES STEEL 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN) STEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD 17 3EE NOTE 6 ON 17 SH,. 4,29k L5 LITE FRAME BY TRINITY FOR 112-I.G.O. POLYPROP. 10 c EE NOTE 8 ON 3 46 1112'INSULATED TEMPERED CLASS(BY TRINITY CLASS ) SHE 4 16 47 FRAME BY TRINIa f_ POLYPROP. E 4B LF—SULATED �E -XI�'1. 1 IN TEMPERED N STRINITYIAMPAC) GLASS EE NOTE 9 ON 33 9; 1. SEE LITE FRAME SCREW 16 x 1 112"LONG PANHEAD(BY TRINITY) 16 �SHT. 4 OTE 3 49 STEEL SEE DETAIL 7 N SILICONE 412 50 GLAZING COMPOUND DOW 1199 8 ON SHEET 5 ON S T. 4 5-1 TIO—WOOD INSTALLATION SCREW W1 1.50"MIN. EMBEDMENT STEEL 44 31 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE -.% 1 STEEL Ro8, ., 1.25' DATE: 9-11-01 MIN. 0 .4 N.T.S. CONCRETE/ 7 Prepared By. SCALE, 1.25' CONCRETE/ EMB- 1,75-_2.50'MIN_ WG.BY. Jwd 2.50'MIN. MASONRY MIN. EDGE DIS17 MASONRY MIN. EDGE DIST.7Yr�a�MIN. BY OTHERS BY OTHERS uj Z lk CHK.BY.S. SAFFELL DRAWNG NO, VERTICAL ROSS SECTION TVE VERTICAL CROSS SECTION 6 BUILDING DROPS,INC. S-2104 84%k-i CH T'q_L _a_ — WITH HIGH THRESHOLD T SIDELITE SASH Phone:954-399--8478 FBPE -744-4738 sHEEr 2 CF 8 �N%*. Fax:954 7015 MAX. OA FRAME WIDTH 74.5'MAX.OA FRAME WtDTN 75" ,75'MULL. 15,5'MAX.O.A. JEL�► y� ® Steel 875"TYP. 36.625'MAX.OA. 125° TYp, F BAR 7YP. �� SIOELITE FRAME WIDTH ��r Steel PANEL WIDTH J6"MAX' 0A - 875' 6'MAX O.A. 14'MAX. OA CONTOURS STEEL DOOR WOODEDGE W/AS�GALPANEL WIDTHTYRANEL WIDTH PANEL WIDTH o 6',8"OPAQUE QUTSWINGIMPACT DOOR UNITS a rn WITH&139Tlf0UTN0NdMpACTSIDEL17ES ® ® ® ® oto GENERAL NOTES 6"MAX. Z tr to th INACTIVE ACTIVE O Z N � i OA.D.L.O. �m a co 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80• 80' f WIDTHMAXY CO W CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE MAX. • Q a ZONE HWZ'REQUIREMENTS. OA. OA 63,125" n 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL MAX w LOADS TO THE STRUCTURE HEIGHT OA -q cy>e CL J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT e e D.0, DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 81,45• 0 81.25" HEIGHT DRESSING OR STUCCO. MAX, MAXp F 4 4.SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. D.A. 1161) S. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HVHZ'ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT f 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS. IV 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. S ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE SIDELIIEEL SINGLE OUTSWNG IMPACT m S zdQ sioan RAR E UNIT(OXO)W/NON-IMPACT v v n*' 0.75' 0.625' A $IDELBES VIEWED FROM EXTERIOR o 0.625° RESIDENTIAL INSULATED STEEL DOOR(Common toal)frame cart ions) DOUBLE OUTSWING IMPACT UNIT(XX) 107•MAX.OA FRAME WIDTH z HEWED FROM EXiERfQR COMPONENT CONSTRUCTIONS.* 37.75°MAX.OA .875` .125` .75°MULL t5.5°MAX. O.A. d $m Face sheets:24 go. (0.020'}minimum thickness,Galvanized Steel A-525 FRAME WIDTH TYP. ' BAR MAX, C SI'WXLITE FRAME WIDTH commercial quality AKDQ per ASTM 620 with average minimum yieldPANE MAX. OAF ��" V tY' PY J6°MAXM.AX, O.A. PANEL WIDTH 36' ' OA 14'MAX.O.A. �_�� strength Fy(ove.)=24,600 psi. .875°TYP. �` PANEL WIDTH W/ASTRAGAi PANEL MOTH PANEL WIDTH �' o Core desiam Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by i JELD-WEN,INC. Door Panel Construction: The active and inactive panels are constructed from a io 24GA. (0.020"min.)galvanized steel. The face sheet tops and bottoms are 6"MAX bent 90'over the top and bottom rails. The top LVL roil measures 1.67' ® ® INACTIVE ACTIVE OA D.L.O. wide x 1.042"high. The steel bottom rail is roll formed 0.021'galvanized i WIDTH " steel measuring 1.67'wide x 1.21'high. The sides of the face sheet ore 80" �� roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MA%. (a measure 1.67"x 1.0'.The interior cavity is filled with polystyrene. The OA D.A. o o- face sheets are glued to the polystyrene. PANEL PANEL 63.125° ia- w Fixed Lite Const-,The sash is constructed from 24GA. (0.020'min.)galvanized HEIGHT HEIGHT H e O.A. www o steel. The edges of the face sheet are bent 90'over the polystyrene core O O.L.O. end glued to it. The sidetite panels are rooted to receive the ODL Lip Lite 81.25' 81.25' HEIGHT o o Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX C D MAX. O details.) The lite frames are seated w/OSO glazing compound on the OA o QA rior. FRAME FRAME exteo0 0 o a a Frame Constractfom The frames are constructed from Ponderosa Pine iambs HEIGHT HEIGHT /i 8 measuring 1.25°wide x 4.5625'deep. The door and sidelite head jambs o 0 0 0 are mortised and butt joined to the side iambs and attached with(3) 16GA. 2'x 7/16'crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041'deep x 1.0'high. The threshold is attached to DOUBLE OILTSWWI Gj IMPACT the frame with 3 16CA. 2'x_7116"crown wire sta les. LItttt UNIT(OXXO)W1 NON-IMPAGT o' - jr/iz sInFI ITFC VIEWED FRQM EXTERIOR 0.625" 0.75' 0.625° o M TABLE OF CONTENTS SHi DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) `. , •• �,� DATE: 9-11-01 1 GENERAL NOTES AND TYPICAL ELEVATIONS TABLE T: Y!E]YFD FL{QhL.EXTERIOR t " 0 Prepared By: Ste, N.T.S. 2 VERiIGAL CROSS SECTIONS AND BILL OF MATERIALS 7 owc.BY., JWJ DESIGN PRESSURE RATING-WHERE WATER 3 HORIZONTAL CROSS SECTIONS INFILTPATiON REQUIREMENT IS NEEDED - cHx.eY:S. SAFFELL 4 HORIZONTAL CROSS SECTIONS AND NOTES 0 T T SINGLE ODOR UNIT{X,0%,X0,0%0) +66 psf-70 st � � •'e Q-,•'Lry� anaWlHe rw.: 5 ANCHORING LOCATIONS AND DETAILS P : C3 w/WO NON-MPACT SIOEUTES . °Am� oa �� BUILDING DROPS, INC. S-2104 6 ANCHORING LOCATIONS AND DETAILS ReO$On:signed r Hermes deco re,P.E. �� ( wdx A.cr v 7 GLAZING OETA1tS DOUBLE ODOR UNIT(XX,PXX,XXD,OX%Q) +57 psi-57 Psi season:I am approving this document agRcD °f '(+�° Phone. 954-399-8478 8 UNIT COMPONENTS W/WO NON-IMPACT SIDEUfES Date:zal5.oz.t6 tz:44:a9-05'x0' rear aHXr y% o.29578 Fax:954-744-4738 SHEET 1 OF 8 4!5/2017 Florida Building Code Online - -- - li IaE o o • ® .� BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map I Links Search Florida orProduct Approval r, USER:Public User j d L P,;.n.i trg.tam , Product Approval Menu>Product or Avolication Search>Application List>Application Detail • • FL# FL14911-117 Application Type Revision j Code.Version 2014 Application Status Approved Comments Archived r Product Manufacturer Silverline Building Products Corp':; Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 Jonberrian@sibp.com i I Authorized Signature Vivian Wright rickw@ rwbi dgconsuitants.com I� Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 Jonberrian@slbp.com I' i; Quality Assurance Representative ' i Address/Phone/Email I ' Category indows Subcategory Single Hung l Compliance Method Evaluation Report fromla Florida'Registered Architect or a Licensed Florida Professional Engineer iV Evaluation Report-'Hardcopy'Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report it Florida License PE-43409 � I Quality Assurance Entity Window and Door Manufacturers'Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received I Certificate of Independence FL14911 R7 COI Certificate Of Independence (2).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM D1929 1996 ASTM D2843 j 1993 ASTM D635 i1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 httpsJ/www.floridabuilding.orglpr/pr appO.aspx?param=wGEVXQwtDquZRj59%2iDrx21btdSCx8gX0219DxVh92zF13pRL1g0cjAA%3d%3d 1!5 4/5/2017 Florida Building Code Online TAS 201, 202 and 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14911 R7 Equiv Eouivalency Of'Standards.pdf i Sections from the Code I Product Approval Method Method 1 Option D i Date Submitted 04/02/2015 1 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description 14911.1 a. S 2900/4900-M 2901/4901 Single Hung Extruded'Vinyl Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7'11 Inst 14911.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports " Other:See INST 14911.1 for Design Pressure Ratings, any FL14911 R7!AE Eva1.14911.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.2 b. S 2900/4900-M 2901/4901 "Oriel" Extruded Vinylj,'Single Hung Window with Nailing Fn Limits of Use InstallationiInstructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.2.12df Approved for use outside HVHZ:Yes Verified By:.Lyndon F Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 14911.2 for Design Pressure Ratings,any FL14911 R7,AE Evad 14911.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.3 c. Series 2900/4900 Models Single Hung Extruded,Vinyl Window with Nailing Fn 2901/4901"Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 Rii II Inst 14911.3.pdf Approved for use outside HVHZ:Yes Verified By:;Lyndon F;Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.3 for Design Pressure Ratings,any FL14911 R7 AE Eval44911.3 pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note-See 14911.24 for Wind Zone 4 and HVHZ Impact Product) 14911.4 d. S 2900/4900- M 2902/4902 Twin-Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F;Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports , Other:See INST 14911.4 for Design Pressure Ratings, any FL14911 0 AE Eval 14911.4.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. i 14911.5 S00/4900-M 2903/4903 Triple-Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDquZRj59%2fDrx21btdSCx8gXO219DxVh92zFl3ORUgDcgAA%3d%3d 215 4/5/2017 Florida Building Code Online I� Design Pressure:N/A Evaluation Reports !• Other:See INST 14911.5 for Design Pressure Ratings,any FL14911 R7 AE1 Eva1'14911.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes duct particulars. !14911.6 f. S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window-Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No 14911 R7 II�Inst 14911 6 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I , Other:See INST 14911.6 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.6.pdf additional use limitations, installation instructions and Created by IndependentThird Party: Yes product particulars. 14911.7 g. S 2900/4900-M 2902/4902 Twin-Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange'with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,1 P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.7.pdf Building Products,Corporation(See 14911.7-2010 FBC Created by Independent;Third Party: Yes version for Historical Documents regarding this Approval) 14911.8 h. S 2900/4900- M 2903/4903 Triple-Single jHung Co4inuousiHead and Sill Extruded Vinyl Window-Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.8.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.8:odf Building Products,Corporation(See 14911.8-2010 FBC Created by Independent Third„Party: Yes version for Historical Documents regarding this Approval) 14911.9 i. Series 2900/4900 Models Extruded Vinyl Single Hung Window 2901/4901"Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.'Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.9 for Design Pressure Ratings,any FL14911 R7 SAE Eval�f 14911.9.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note-See 14911.25 for Wind Zone 4 and HVHZ Impact Product) t; 14911.10 j. Series 2000/Model 2001 Extruded Vinyl Single-Hung Window Limits of Use InstallationTnstructions Approved for use in HVHZ: No FL14911 Ri II Inst 14911.10.odf Approved for use outside HVHZ:Yes Verified By:!Lyndon E;Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.10 for Design Pressure Ratings,any FL14911 R7 AE EvaP'14911.10.g_df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.11 k. Series 2000/Model 2002 Extruded Vinyl Twin Single Hung Window (Continuous Head and Sill with Integral',Mullion) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon„F. Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports:] Other:See INST 14911.11 for Design Pressure Ratings,any FL14911 0 AE Eval 14911.11.pdf additional use limitations, installation instructions and Created by;Independent Third Party: Yes product particulars. 14911.12 I. Series 2000/Model 2003 Extruded Vinyl Triple Single Hung Window(Continuous Head and Sill with Integra I'M ullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon,F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx21btdSCx8gX02J9DxVh92zF13pRUgDdjAA%3d%3d 3/5 4/5/2017 Florida Building Code Online Design Pressure: N/A Evaluation Reports Other:See INST 14911.12 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.12.Ddf additional use limitations, installation instructions and Created by Independent'Third Party: Yes product particulars. 14911.13 m. Series 2100/Model 2111 Extruded Vinyl Single Hung Window- Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.13,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.13 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.13.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.14 n. Series 2200/2300- Model Extruded Vinyl,Single Hung Window- Nailing Fn 2201/2301 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt;P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.14 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.14.pdf additional use limitations, installation instructions and Created by IndependentThirdParty: Yes product particulars. 14911.15 o. Series 2200/2300- Model Extruded Vinyl Twin Single Hung Window -Nailing Rn 2202/2302 (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 1I Inst 14911.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.(Schmidt; P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.15 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.15.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.16 p. Series 2200/2300- Model Extruded Vinyl Triple Single Hung Window- Nailing Fn 2203/2303 (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.;'Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Ii Other:See INST 14911.16 for Design Pressure Ratings,any FL14911 R7 AE Eva] 14911.16.pdf additional use limitations, installation instructions and Created by Independent Third'Party: Yes product particulars. 14911.17 q. Series 2907 Model 2907 Single Hung Extruded Vinyl Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.17.odf Approved for use outside HVHZ:Yes Verified By:;Lyndon F."'Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third,Party: Yes Design Pressure: N/A Evaluation Reports 1, Other:See INST 14911.17 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.17.odf additional use limitations, installation instructions and Created by Ilndependerit Third Party: Yes product particulars. 14911.18 r. Series 2907 Model 2907TW Twin-Continuous Head&Sill Single Hung Extruded Vinyl Window with!Nailing Fn Limits of Use Installationilnstructions Approved for use in HVHZ: No FL14911 R7!I1 Inst 14911,18.pd Approved for use outside HVHZ:Yes Verified By:I Lyndon R Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.18 for Design Pressure Ratings, any FL14911 R7 AE Eval''14911.18.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.19 s. Series 2907 Model 2907TR Triple-Continuous Head&Sill Single Hung Extruded Vinyl Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7, II Inst 14911.19.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I' Other:See INST 14911.19 for Design Pressure Ratings,any https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59°/u2fDrx2lbtdSCx8gXO219DxVhg2zFI30RUgDdAA%3d%3d 4/5 4/5/2017 Florida Building Code Online additional use limitations, installation instructions and F 14911 R7 AE Eval t491� 19 Ddf product particulars. Created by Independent;Third Party: Yes 14911.20 t. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II' Inst 14911.20.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon R Schmidt, P.E. 43409 Impact Resistant: No Created by Independent;Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.20 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.20.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page - - f� Page 1/20 0 Back Next I I � I, Contact s::7601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response,to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must providethe 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 io the public ITo determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: I eCh ck Credit Card Safe I I I i i I, I https://www.floridabuilding.org/pr/pr app#U.aspx?param=wGEVXQwtDquZRj59g/o2fDrx2lbtdSCx8gXO2196xVh92zFI3PRUgDcjAAg/o3d`/o3d 515 Silver Line %� yAndersen 4a.a'MAx.OVERALL :"v�' • °j�c�=m M FRAME WIDTH' /�/�•/ ,,� ,WINDOWS • DOORS P %` � R ZU no m Z o ///I�IIIdS��4.� •; �• v v Z X=U E m 9 p a SERIES 2900/4900 - MODEL 2901/4901 M a maa� __ EXTRUDED VINYL � � � 0a SINGLE HUNG WiNDOW A / 3 � "NON-IMPACT' o� ° i at GENERAL NOTES ^ ^ g a a 1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building s Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). c 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. o o Z N�� g 3. When used in areas requiring wind borne debris protection this product Is required to be o�3 z _protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. w o tn 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x o o buck masonry construction. `S`S R O 4 41 '; -Site conditions that deviate from the details of#hisdrawing requGe further engineering analysis _ 2Z by a licensed engineer or registered architect. ^2 - OVERALL MAX GLASS "DESIGN PRESSURE(PSF) FRAME D11 7YPEN N^a f TABLE OFCONTENTS DIMEN$lON,,;r D►M,ENSION POSIiTVE' NEGATIVE SHEEi# DESCRIPTION s 1 Typical elevation,design pressures&general notes 44.0'x 62.0" 39.0"x 28.0" G2 +50.0 -50.0 "'N z o° 2 Horizontal&vertical cross sections a 10124111 38.0"x 66.0" 33.0"x 30.0" G7 +50.0 -50.0 sm- N.T.S. 3 Horizontal&vertical cross sections - MO.en W m 4 Buck&frame anchoring 38.0"x 74.0" 33.0"x 34.0" G2 +50,0 -50,0 CW.ft t F'S 5 Bili of materials,glazing detalls&components ORRNINO NO.: 'NOTE: Max.overall frame height and width occur on separate units FL-14911.6 0 5 sNrFr 1 or 5 5 a 3 a° =ag' ••�� fin B •SpOi ,• fo 4*7 o o oz°d / ?W p V m a o, cc ul a 6 x NOTE: G1 G2 0 / 1.LOCATE OPERATING SASH LOCKS W FROM EACH END OF z 0 THE ACTIVE MEETING RAIL,FASTEN WITH(2)#8 x 3/4" o i SELF TAPPING SCREWS. �i a 2.LOCATE SASH KEEPER TO ALIGN WITH SASH LOCK,FASTEN 9 z I �y WITH(2)#6x3/4"SCREWS. 15 � 23 4 3.SASH REINFORCEMENT(ITEM#12)REQUIRED FOR WINDOW 7 0 o 2 3 3 FRAME HEIGHTS>66"ONLY. o 11 a o EXTERIOR 10 INTERIOR c y _ B c E 13 G1 G2 I MEM s F SEE NOTE 3 s C 12 4 Goo °•.a.-a°. 2 5 G2 d NC to ' Gl B 0 rn -�-- —:--- -• -- -- - -- -- - --INTERIOR.- - -. _ - - -- - ---- � ----- - _- — --- - ---- ���- --- o -4Rl 0 6 E= C a a B 2 Ea DATE:10/24/11 = m 1-114-MIN. B ° a' a a. N.T.S. s EMB.TYP. ' _ uvm.EIYt JKVm ��HORIZONTAL CROSS SECTION CHK"..2 VERTICAL CROSS SECTION uMWM NO, FL-14SHEET Zw O d j. R1UentASdvedine Building Products-P\Flodda Product Approvals\FL-14911\C-Drawings\FL-14911(2014)\FL-149111-9.dwg,6-3 i I� i m J • Z V 4 T W v A 0 on ,n G1 D 3r X� U N A =H , O 00 w T � n 0000 y O Q n G1 G) I N Z 1 In In 2 it A 0 o` _ T I' I� 0 �I j I P . if li � a W is 11 j O. W N h v � ' as n o on "n �O j Or n � c M m O O. 0 L; n ii 0 e .'o n � I i i ``\11111111/l/� ....... j Z?� No.43409 0 1 PRODUCT.. Documents Preparod By-1,W, � 1 bL� o i. SINGLE HUNG WINDOW Lyndon NoF434oa rat t7O�.,c.�`.%•�Jd���` Ica 3 3 20 15 UPDATE TO 5TH ED. 2014 FBC LFS ll1111111t11\ .:q 2 2 26 14 REVISE FOR NEW TESTING LFS PART OR ASSEMBLY: /s- BUILDING CONSULTANTS, INC. tq 1 9 16 13 REVISE FOR NEW TESTING LFS J V�P.O. Box 230,Valrieo, FL 33595 I� + NO IDAIE ! BY HO CROSS SECTIONS�• Phone No.: 813.659.9197 REVISIONS FBPE G.A. No. 9813 0 8011 R.W.BUILDING CONSULTAN'rB(Np. 01. 7 TYP. 0.0 2X BUCK F E z m Z o 9o`oa 1 X BUCK G V M a In m d a9! 2X BUCK BUCK TYP. `oZ @, JAMBS 'O V Li 3 FRAME MASONRY OPENING m MASONRY fill OPENING 1 II IENNN q � (7(9 c Cs i Z BUCK ANCHORING FRAMEANCHORING N ---- ----- --- - j ZZ--Z - -- — - -- - - -----MASONRY o o w 12 UOUO -- �-- -.-CONCRETEANCHOR NOTES: __ _ g f.Concrete anchor locations of the comers may be adjusted to maintain the min. - - -- - edge distance to modarJolnh. - _ - -- - - - - ^C m 2 Conaretemchortocatlonsnoted,.MAX.O.C.frrl.)'musfba.,t.tedto -- maintain the mh edge distance to morforJolnts,additional concrete anchors s`r N m OQ may be required to ensure the'MAX.O.C.)TYP.)'dimendons are not exceeded. n N m 2 9.Concrete anchor fable n N•- 0 ANCHOB NCNOR :MIN MIN CLEARANCE MIN CLEARANCE: Z 1YPt; SRE EMBEDMEryT ;.TOMASONgY TOADJAC Ni-- we 10/24/11 ? .. . .. EDGE '..ANCHOR Sr•,r. N.T.S. 9 3 TAPCON® 1/4" 1.1/4° 2° 4" K m m ELCO ULTRACON 1/4' 1.1/4° 1" 4" �•ms's LFS WOODSCREW fNSTALIATION NOTES: d7AWM0 Na.s o q 1.Moinfoln a m(nlmum!11 edge distance,Vend distance,6 1"o.c.spacing of FL-14911.6 p wood screws to prevent the splitting of wood. SFFf7 4 b ro d BILL OF MATERIALS 5/8"OVERALL %NA,,,.•• tV�i� 'n rD DESCRIPRON MATERIAL THK.GLASS O. '':' �+ 1X BUCK SG>=0.42 WOOD 17 `s,',`�, QO 3/32°ANNEALED _6 2X BUCK SG>=0.42 WOOD -V' * rZ 1/4"MAX.SHIM SPACE _ U): z �:: o m a:*% � � 1/4"X2-3/4"PFH ELCOOR ITW CONCRETE SCREW STEEL '�� �'••., ,� D o m o0 MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI301 OR HOLLOW BLOCK CONFORMING TO ASTM C 0 CONCRETE 3/32 AIRSPACE i��''''/ •.*,p.�% o 0 m 0 �I/111111� F #10 x 1 3/4"PH SCREW STEEL 16 0 ;z° G 114'X 2.3/4"ELCO OR ITW HH CONCRETE SCREW STEEL 112"GLASS ` ��1J T L m 9 m w 1 EXTRUDED PVC HEAD#52-2902' PVC BITE \ N rn m a.c 2 EXTRUDED PVC JAMB#52-2901• PVC GT GlAZ► G DETAIL V 1 i 8 4 3 EXTRUDED PVC SILL#52-2903' PVC 5/8"OVERALL € a z 4 EXTRUDED PVC BOTTOM LIFT RAIL#52-2949' PVC THK,GLASS 0 (� 5 EXTRUDED PVC SASH#52-2905" PVC 17 d V, 6 EXTRUDED PVC GLAZING BEAD#52-1227• PVC 118"ANNEALED �--I-0.84" 7 EXTRUDED PVC MEETING RAIL#52-2907' PVC 8 EXTRUDED PVC LOCK RAIL(TOP)#52-2908• PVC T7-i--o.or o 9 EXTRUDED PVC KEEPER GLAZING BEAD#52-2317' PVC AIRSPACE z z 10 MEETING RAIL REINFORCEMENT#51-2919 STEEL 1/8'ANNEALED r�EXTRUDED PVC GLAZING BEAD $ 5 11 LOCK RAIL REINFORCEMENT#51-2821 STEEL 12 SASH REINFORCEMENT 6061-T6#2938 ALUM 1/2'GLASS 0.78" 13 EXTRUDED PVC INTERLOCK GLAZING BEAD#52-1257' PVC BRE _ 03 15 OPERABLE SASH LOCK G2 GLAIINGDETAI! a �o 16 GLAZING COMPOUND(DOW#1199) SILICONE T-1 -m 17 1 INTERCEPT SPACER STEEL •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED o 0 BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 13 EXTRUDED PVC GLAZING BEAD -►{Q 1.16" �-^ Infedock � 7i— I 0.68" t o _ v � ozz N F F 0.8" 0.36"---I 1-- o `^R" o CC L I�1 0.062 LnC3 - - - �- -- - - - -- -�( -O.OS'-0.455'_-�- _I-�- �10, - - - - 3"--_ e =ement Retnforeement Reinforcement 7 /0 R - - - --- - -- ----_ ----.-_-2.95"- - - - ElRAIL UDED PV EEIING RAIL FETING RAI 2 SASH 11 LOCK RA 1.,� � 0.9,"� FRI O.OT' nOrn� 11 0.065' j�-� 0.065 Eo X10 N T.S 1 0 c j:9n oo LJ IL—JII� 0.065' an EM: KV m 0.91"�--� T I- 1.1 CHK 6h LJB 1 VVC HEACE& ZPVC JAMB 3 PVC SILL B EXTRUDED PVC LOCK RAIL ITOAP 4 EXTRUDED PVC 80 M U IL 5 EXTRUDED P STILE ° 14911.8 ❑ 5 sir 5 of 5 0 0 ANCHOR SCHEDULE: CONCRETE (CONT.) 4 2-3116-FUN EDGE DISTANCE ri �vp TO W�-o- Up F�3" $pans Ilp TO 1240° LOAD Spans up To Ir.a. "s 3-1/9'MIR EDGE OlSM$CE io ANCHOR (PSI) corm TIrw CON"WFE CONN TYPF CONN Tee com"rim CONN r.?E Cl I C2 I C3 I C4 I CS Cl I Cl I C3 1 04 1 CS Cl C2 I C3 C4 CS Cl I SAV ITW TAFWU XL WXTH 43 16X-16,0-16.4r 16,Ir lo.(r lrxo-16.rIJ2.0- CZ I C3 C4 CS Cl I CZ I C3 1 04 1 CS Cl CZ I C3 I C4 mw wr 16.4riliall 7.4r cs 1-31V EMBED(2899PS1 MIN -- mor 1w 16.0*1 16.lrll2.Tl 16.0"Wr 16.0"1LVI 7S'112.0'16,trYr Kir 16.0"1610"1S.0"I 9.0' 14.V 160'16 4,0"161W 16.0" v, 20 -- g-" 9- cgqlaos-- .4- 53 16.W 16.V'14.W 16.0-16.0-L6,0- KO- wo.o'!l"p J-% -A ic-,-O-,L 12.0.1 Wr 10 0-IZZ-Mir 16.0"lt.V 16,W io.o"mor mvi Is- mir ica,Or 9-51 X 23-0' C=C) mo, 62 if.&,,16.0"1LY & 1W,16.0" 9.5"1 'o.T'"'.S" 60 26.0"10.0'Wr 70 16 o"15 5" 9.5 MV 6.0" ZO.V i3s,16.0" 9.0" 6.0" 10.0"12.W"1 T6A-T(.0--10.W &T' 10.7 14.0"16.0" 9.5" 6.0- 112 1=ljl3j1j o._-?; - - -- - 12.5"i T1676-- qo-1 Ko- 0.0" -;ir IOD 1601 9.01 6.01, 10.0' T6-01-Poq-�F 10-0--T7--V- W-0 9-TS7- 6.0- 10-F T3 V'TS.V i.5 6 1.*3 D. sne. UL'rRACO WITH A-16.0"-- m4r i - 16.01 9.V 6.0" 10.v V. 16-0"16-0, 6.0 16.0'26.0'113.9"16AY' f-W*x6.8"I2.0" 80"L3.=S"1W lG.W*16.4r 16.0"M&'160'16.0* 16, E"Co N iKo" 1�6 13.V' 16.0" 0; 1-3/4'EMBED(3500psi WN 53 16.C"I&W 16.0"1601 6.0-ISS -JD. 9 V 65" 11Z" 10.0-1�..E L6 0"16 0" r6-,o-"i7sof-R 16.0"10.5" 7.5" 32.6'IS.O" 0 13.9' 6.0 ; CcWJ 6F Ron 16-0"12-5"16.0"16-CP GAP 17.W 8.0' 14.V 15.0'36.0" 9.5* BZ' J:Lfj 13.5-16.W 16.(r 19.0"16.0- S* ".S 70 16.0"116.0"lo.r 1601 16.0"16.W 10. 7.0' 11Z.V 14.V TC.GW' 6.5" 11.5"13.S*'26V 16.0'U 10.5. 9.5- &S-lils-23,r ir.(r 9,5" 6.5" ils-13.. 16.0- 9.5' W 113"13.5"16.0'IOr 7.V TLS"15.0"16.0' loo F16.0 13. 114'304 S5 wm I-11r MIN EDGE DISTANCE C3 C4 cz Cl CZ CS C4 CS Cl. 2 CR CA�M %'.'I 1-3/4'M 3'MN EDGE DLSTAX(X- I cs cl I cI tn I & us cl C3 C4 W 05, ' 16.q"13!5!16. 1 160'14.0" 8.0" 12.0"116,0"114.S"I 7-TI f 4.S* 116.0'I 14. 4 4,0" 16.0`1901 133l 16.0'16.01 9.9" &0^ 95" 26.0' 2-0" 11" ................ ' . 1011, W, 62 6.5- - 3.0" 14.5' 7S� -S.W 8.0r i0or'U.' 14. .5 il JX- 3.N' 4� &W 3.0" ol 4.(r ii-3.7y'vr-7x- 9A" 3.w, lUtri"11 3. loo 6.0"13.0-WA 6.0" W :,.0-.-IFT 3.01, rza"-6.0- 4.0- 6.5"18.5"l1 6.5- ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK Spans Up TO"1 1.MN EDGE DMiTANCE 2-IM MIN EDGE OLSTANCE Low: COHNrm Soom UD To 124-0" spans"o1q.�-o I j2q�T V-3- �T ir�" ANCHOR cam rfpe CONN TYPE CONN TYPE CONN UM CONN TME w 1/4*MV TAPCIDN WITH CPO cl CZ C3 C4 I CS Cl C3 C4 C5 Cl C2 C3 C4 Cs a C2 C3 C4 I CS CZ I C3 I C4 CS Cl C2 C3 C4 43 5- .5" &0 3.Sl o" 3,5' 10.0" 5'0" 6.5"i 11.3 AIS� U" 4.9' S.Sv" 1-114'EVBEO 53 7.G" 7.0" 4.V' 42" -FF 6.0- 3 510. 3.0 3.5" 6.0- ..62 S.S" 70 4.5" 3.0" 4.0" Sa, 3.0' loo 4.0' --�T-LooVL wint 13.0" 9.0" 9.0" lu-ti 4.71 1 bAr 113."9.v V4 43 LMtWl 1-114-EMBED i 53 105" 10.4'l 1:47 62 70 7X' 9.0 4*. Yl .01 MIN! !!I 0' 7.W as* 3.V 74' cw 100 44W" TF Q MILLFASr ?.V 13,511. w PH Z-0-1 VNEW 3*0" iS ANCHOR W/1-114"EMBED 4,5" '* S3 6.S' Ts-- 7.0-: -4.0`11 = 9.01 5. 4.5--Zs AL -" 8.01 I-V 110 .......... 1/4'ALL-POINTS SOUDSET 2'MIN EDGE Di$TAHCE ANCHOR IV/7% Cl a C3 C4 CS 461 1 Ca I i�dl Im I rl I I ri-I C2 C3 I C4 I C3 C4 CS I M= C C2 C3 C4 cs te 1/4-20 SS MACHINE 43 5.01,lVar. 5.0" 6.0" LE�w 6.0- 3.0- 'o 3.." -j7 .0_ ,:;1111L 'S" 76'] 3.S .0- 16.V `0' 3'0" G '*11" I 0 11.0 10.01 SS". 12-P 181-�Or" 44" 14.04 1�51; .01 .01 9.5"1 S- 16 116 11.0" 5X' 3.0' 4.5' 3.5" 9.0" 5.5" x .-&4... 6" .'s.; &o 6.0" 25.5" 91�V 4.0" P,ill'' 6.r 3 S.S 'o. 3-V S.'r 5/16-ITAFTAPCONXWITH Ce 4'PUN EDGE DISTANCE -T- -151 C4 CS Logo 1-we EMBED I-c2 f c3 I cs Vci I ci I ci I c4 I CS I Cl I CS I C4 I CS I Cl 43 16.0"16. 9 ILO"16.0"14.0" S" 8.5" 34.0" e 5.51 6s, issr. g.r -& 9. iow 5.0" ISS,10.0" 4.5' 4,5" Q 13.0" 7.0m 4.5' 8,011 55" 6.S" 6. 4.V 4'.r LLA 4.9: f-;o Sm" SA" 4:5"100 i 9 M3§0 e. 6.5" 3.0" WOA 4.5" 4.5" 4.5" O.W* 4.5" 4. SJ16•FCCO"CTRACCW VMH Cl C2 C3 C4 CS CI C2 C3 Cq C5 CL DISTANCE ii 1-9116'MHI l33GP DISTANCE 3-]!8"MSN ErAi C2 C3 C4 CS Cl I CZ C3 C4 CS I Cl I C2 I tM I CA I C'S I Cl I C.2 I in I CA I rt S.S. V. I 0wmwwmLPaWmP-E EmpAr owl UP 53 0" 15-2339 mp24.0` I - rill WSORM99 rl I ANCHOR NOTES:SFEWflr 9 FOR AMMOR NOTES. no ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK r MSH EDGE DISTANCE Spam Up To 6'-0" spans Up 70 W-3' Spans UO TO SX-0" r LOAD CONN TYPE CONN TYPE CONN TYPE �p _ ANCHOR Wul Gl Q C3C4 CS Cl C2 C3C4 CS Cl Q C3 C4 CS Q.46 012 SMS W/2"EYEWAIL 43 16.0"169' 7S' 9.0" 16,0"15.5" &5•' 4S' 6S" 15.5" &5' 4S' 4.0' 7.0" AR14OR INSERT W/1-2/4` 53 16.0'10.5" 5.0- 7.0" 16.0"11.0" 6.0" 3.5 5.0- LLU' 7.0- 35" 3.5' 5.0" �� 626.0".145 9.0" 4S" 4.0" 7.d' 7.0' 3S" 3.5 SA' `^:40 O a: 70 11.5" 6.0 3.5 SS' 12.5" 7.5 3.5 3 Sr55 7.0' 95 3S" 5.0" p� �: 100 7.0' 3S" 3S" 5.0" 7.0" 35 35' SA' 7.0" 3.S 35 5.0" �V 3 ANCHOR SCHEDULE: WOOD (G=O.SS) 3/4'MIN EDGE DISTANCE 1: Spans U0 TO V-d' Spans Up TOO'-3" Spans UOTo 12`-0' �` �m�W.6 tS � CONN TYPE OONNTYPE CONN TYPE Z� w zz ANCHOR ( CL C2 C3 C4 CS CL Q C3 C4 CS Cl C2 C3 C4 CS ® '" 1/4'LAG SCREW W1T111.3/4' 43 16.0`269'115 12.5"16.0"16.0"16.0` 75 9.0" 16.0.16.0"14.5` 4.5 60- 260" h R MIN THREAD PENETRATION 53 16.9116.0" 8.5" 10.0'16.0"16A'16.0" 6.0" 7.0" 16.0"25.0"11.5' 4.0" S.0" 16.0" � 62 16.0"16.0" 7.0' &5" 16.0"16.9'145 S.0" 6.0" 16.0'16.0"11.5" 4A" S.0' 16.0" �Q 70 16.0'16.0• 6.0' 7.5" 1&0"16.9'12.5" 4A" 5.5" 16.0"16.0"11.5' 4.0" 5.d' 36.0" 100 16.0"11.5 4.0" 5.0" 160"16.9'11.5" 4.0' S.0" 16.0"16.0'11.5 4.0' S.d' 16.0^. 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0' 10.0`16.0"15.S' 8.5" 4.5' 7.0" 15.5" 85" 4.5^ 4.5 7.0' c 1.13'MIN EMBED$1/4-20 53 16.0"10.5" 55 &0" 16.0`11.0" 6.0" 3S" 5.5" 11.0" 7.0` 3S' 4.0" S.0- Gj v SS MACHINE SCREW 62 14.9' 8.D" 4.5` 65" 14.5" 9_0" 4.5 3.0- 4.5 7.0- 7.0" 3.5' 4.0- 5.0- o _Lsna� 70 12.0' 6.0` 3S SS" 125 75 3.5- 4.0" 5.5' 7.0' 3.5" 4.0" 5.0" `TiY 100 7.0- 3S' 4.0" SA" 7.0' 3.5" 4.0" 5.0- 7.0" 3.5" 4.0" 5.0' 3 014 SMS OR 014 WOOD 43 16.9'160-125 14.S"160"16.01 16.0" 8.0" 10.0"16.D°16.0'11.5" 5.0" 7.9' 160" w� SCREW WITH 1-314+MIN 53 16.0"16.0" 9.0" IIS"16.0"16.0"15.0` 6.0" 16.0'16.0" 5.5' 13.0" d THREAD PENETRATION 62 16.0"16.0" 75 9.5" 16.0-16.0"115' S.0" 7.0" 16.0"16.0" 9.S" 4A" S.S' 13.0' F� . ,,pp��M �70pp X�1116.0"1161..0" 6S" 8.5"16.0^16A"10A' 43" 6d' 14A'16.9' 9.5" 4.0 SS" 13.0" N S � ANCHOR S'4�f➢�DYL�: 1YY00®5(G0=16.® ��)4.0" 5.5" 13.0"I6.d' 9.S' 4A` 5.5' 13.0' �z 314'MIN EDGE DISTANCE �� Sows Vo To 6'-D" Spam lM To 8'-3' Spans UD To 1X-0- L�./• 7 rr OONNTYPE CONNTYPE CONN TYPE 8 ANCHOR ( Cl Q I C3 I C4 I CS Cl I C2 I tl I G CS Cl Q'I C3 I C4 I CS + $g 2/4'LAG SCREW WITH 1-3/4 43 160"16.0- 9.0" 10.0"160"16.0"116.0". 5.5" 7.0• 160'16.9' 95 3.5" 4.5' 15.0` �t MIN THREAD PENETRATION 53 I60'16A" 65" BA' 160"160"12S' 4.5" 5.5 16.0'15.9' 7.5": 3.0-1 4.0- 11.0` ' 62 16.0"160" 55 6.5" 16.0"T60" 95 35 5.0" 15.0"15.0" 7.5' 3.0" 4A' 11.0" '? 11 70 160'135" 4S" &AV 16.0-1 8.0' 3A" 4.0" 11.5°15.0" 7.5' 3.9' 4.0" 1LW' # 100 15.0" 7.5" 3.0' 4.0. 11A'15.0- 7.5" 3.0" 4.0' 11.9'15.0" 7.5" 3.0- 4.0- 11.0" h `^ ,914 SMS OR 014 WOOD 43 160"16.0- 85 1O.S'16.0"16.0"12S' 9.5" 7.0" 16.0"13.0- 6.5" 3.5" $ O SCREW WITH 1-3/4'MIN 53 169'169' 6S^ 8.0- 16.9'160" 8S" 4.0" 5.S" 16.0.10 2 _5' S.5" .5" THREAD PENETRATION 62 169'11.5' 5.0- 7.0" 16.0-13.0" 6.5" 3.V S.0- 4.0" 7.S' 70 160" 9.5" 4.5 6.0' 11.0'• 55 3.0 4.0 &O" 10,5"5.5" 15 Q.d' 7.S' .. 100 10.5" S.S' 2.S' 4.0" Y.5" 10.5" 5.5^ 2S" 4.0' 7_5' 10.5 5.5" 2.5 4.0" 7.5' g ---ANCHOR-SCHEDULE: GROUT--FILLED CONCRETE BLOCK - 9 b 4"MIN EDGE DISTANCE - - �' Spam UO TO 6'-0" Spam UDTO 9-3' Spans Up To 12!-0" 18 ANCHOR.- +J g Bit CONN TYPE CONNTYPE CONNTYPE EL@ -. - = . - LOADLOAD I� -Cl� '-Q tl .CA- CS CL -Q- C3-1C4 CS- C3. Q C3 C4 CS 5/16`TTW TAPCON M W/ 43 160'16.0"116.0"169'160"160"160"15.0"16.0"160.16.0"15.0" 9.0" 14.0-16.0" - 2-1/4'MIN.EMBED PQ 16.0"16.0"16.0`16_0-16.0"16.0"16.9.11.0"160-16.0"16.0"12.0" 7.5" 1Ld'16.0" i 16.0"MU'14.0-16.0-16.0'16.0"15.9' 9.U' 14.0"16.0"160'12.0" 7.3" 1LO"16.9'16.0"16.1r 11.3'16.0"16.0'16A'12.5 &0" 12.5"16.0'16.0"12.0"' 7.S 12.0"16.0' 16.0"12.0" 7S' 12.0'•16.0" ' "160" 12.0"16.0"5/16'ELCO ULTRACON Yi/ 16.0"169'105 14.0-160"160"10.5" 65 9S" 16A'11.0" 5.5' 65 9.0" OOTIW01ORO114L6WWW2-1/4`MIN.EMBED 16.0`13.5' 75 11.0"16.9'14.0' 7.5" 75 13.5' 9A" 65"16.0"10.960" 9.0" 16.0'•ll.o" ss' 65" 90^ 9.0^,y ' {6s 15-2339 15.0" 8.0' so" 8A" 155 9S'�� 55" 7.0" 9.0" �/ 65" - oz 100 9.0 �iGfGv%.f11 55' 65 9.0-d SS" 65" 9.0" % �/6.S P69II8E�9il�l W$ - 2'MIN EDGE DISTANCE _ Cl Q C3 C4 CS Cl Q C3 04 CS Cl Q C3 C4 C5 832 SMS W/2'EYEW/LLL 43 16.0"160- 9.5 115 16.0"16.0'14.0" 6.0" 8.0" 16.0"14.5" 75 3S' 55 I11".5 ARMOR TNSERT W/2'EMBED 53 16.0"16.9' 7.0- 9.0" 16.0"36.0' 9.5" 4.S" 65 16A"1I. 6.0 3.0 45' 8.5' 62 16.0"13.0" S.S" 7.5" 16.0-1145175" 3S" 55 12.0"SLS" 6.0 3.0" 4.5" &S' ANCHOR NOTES:SEE SHEET 70 16.0'IO.S 5.0" 65 169'125" 6.5" 3A" 45" 9.0- 11.5' 6.0" 3.0" 4.5" 8S" 9 FOR ANCHOR NOTES. 8.5 11.5"16.0" 3.0" 45 8.S 11.5" 60' 3.0" 45 8.5" 3/20/2017 Florida Building Coda Online � u'se`r'• psi fi �+��t��,>`.�-5'�r � .r}� "t� x4 r. I � _ r_, .� . 'Yr.-. :.r.iY r_t•m._"`_..L '.':Y �'1']_�.4L.i�i\":..�.c1Y' '`. BCiS Rome Log In User Registration j Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff i acts site Map ; Links I Search OFlorida Produet Approval P E`I," USER:Public User Product Approval Menu>Product or Application Search>Aopiiotion Ust>Application Detail e tii FL# FL13757-R5 L=_yea Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road �i Ft. Lauderdale, FL 33309; (954)493-8551 toms@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com i I Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. f' Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion I� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy,Received I Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-Hardcopy Received i` Certificate of Independence FL13757 R5 COI Index 2.odf FL13757 R5 CQI In e,6 3.odf FL13757 RS COI Ind u'.odf I � Referenced Standard and Year(of Standard) Standard Year ASTM E1886 ;I 2006 ASTM E1996 2005 ASTM E330 i 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 httpsJANww.floridabiAiding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9Rsw01ObFp/o2i%2fmZr'DFh7dHzwQ%3d%3d 112 3120/2017 Florida Building Code Wine Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F113757 435 Eggj�u v�i. EL13Z57 R5 Eauiy Eauly 19df EL13757 R5 EqUivLE�uiv.adf Sections from the Code is Product Approval Method Method I Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Rj,sistant Accordion Shutter System '1 L Of FUse Installation Instructions Approved for use In HVHZ:Yes FL13757 R5 ft Dwgj)d Approved for use outside HVHZ:Yes Verified By: Frank L Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports �I Other.See Installation drawings for allowable span/pressure EL 3L757 R5 AE Eval.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use installation instructions Approved for use in HVHZ:Yes FL13757 125 It wn 2;pd Approved for use outside HVHZ:Yes Verified By: Frank L. Bdnnardo, RE. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation R�ports ,j Other:Sep'Installation drawings for allowable span/pressure EL13257 R5 ,'AE Eva!2-'ad combinations and additional llmfttlons of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion Shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use In HVHZ.,No EL13757 11511 Dwu j,'pdf Approved for use outside Ide HVHZ:Yes Verified By: Frank L. Berinardo PE-0046549 Impact Rdsistanti Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional Information, EL13757 R5 AE ZMALIMdf anchorage,'etc. Created by Independeirit Third Party: Yes Contact Us::2601 Blair Stang Road.Wahasme FL 3239 EhWjLLB5gLJV-jM The State of Florida is an AA/EEO employer.QpYrIght 2007-2013 State of Florida :: Privacy Stateme Accessibility Statement Refund statemen Under Florida law,email addresses are public records.If you do not want your e-mall address released in reiporsi 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,p1jase contact 850.487.1395,*Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,KS.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a Personal address,Please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please dldc here_. I Product Approval Acceptsi RgR Eci in Credit Card Safe hto:/Avww.floridabLdiding.org/pr/pr—appffi.aspx?param=wGEVXQwtDqvgk7yHMuovbmRcEIVwSMEgRsOO10bi--/.zr/.;am/-ruFh7dHzwQ%3d0/03d 212 D.E 6.8 STREAMLINE S H U17E R FOR USE WITHIN AND OUTSIDE THE HVHZ ' GENERAL NOTES - ' 0.46 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE *• _ INTERNATIONAL BUILDING CODE(BL7 AND INiERNAT[ONAI RESIDENTIAL CODE¢RC).THIS SYSTEM UNLIMITED W1DTH� ♦ N :k MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN Alit M E1996-09. I `4 SECTION SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRAc xl�� FFLOTtIDAMBUIILDs NG CODE HALL BE LESSAS DETERMINED IN THAN OR CE EQUAL TO THITH ASCE E POSITIVEEOOTR CHAPTER 1.609 DEESE'IGN r PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 D1 I203 AND ASTM EIS8G-/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND PLAN Vey ZONES IN kCCOROANCE WITH ASTM 1996.09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL y GI CRITEi{[A IS INDEPENDENTT Y ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Dull 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 'o n 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 N S. 5 SYSSTTEUM USED. HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC u=i 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL °C ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME Y PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q m 6 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE n Q CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR v VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ^10 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 1 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS, HURRICANE PROTECTION Bamm a 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SONED DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND 3USTIFY THE LOCKING MECHANISM,S� DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS/HER APPROVAL o S 13. EACH SHU7tTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PIAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FLE 1 SHUTTER ELEVATION 0 MISSILE LEVEL D-ASTM EISA E1996&E330 TAS 201 202&293 ei N.T.S. E%TF7ltoR Et1V FLORIDA BUILDING CODE APPROVED TABLE 2: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Py OF 25 to 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16.0 5052 ALUM.ALLOY. _ HVWZ NON-HVHZ ESSENTIAL - 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR FACILITIES S BOX LOCK AT CENTER OR SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER - 18. FLOOR TRACKS MAY BSHU E REMOVABLEAT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a si 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 30 ABOVE >3D'ABOVE 5 AL ATION >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. fE 21. ALL STEEL-IN CONTACT_WITH-ALUMINUM SHALL BE PAINTED-OR PLATED. GRADE GRADE GRADE GRADE s1 22. SHUTTER MAYBE INSTALLED WITHUPTO•(2)ADDITIONAL BLADES OF,SLACK. -- - = _ -- ---_-_ -- - __ _ 23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72° -2-1/4'_= 1-7m 3-6W 1.518-- 89` 3-tY2' 1718• 3.618• 1-7W- TABLE 1: 1zo• +-tra' r aara• 2' ' TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN W ACCORDION 144 4-7/8• r 6• 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE*ABOVE ARE TABLE 2 NOTES: SMAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE.COUNTY AND BROWARD CDUNTY FLORIDA• tpRld99t1'LlGALLL PE SPAN SCHEDULE AT EACH RESPECTIVE SHUITER SPAN. 2. AiSN NVNZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DAOE COUHfYAND BROWARD COUNTY POSRIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER T'Co SEP 15-2339 SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM OUTSIDE O REQUIRED FOR INSTALLATIONS IM 61R H sc� MR DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE aONES i THROUGH 4 OUTSIDE vF THE HVHZ,PROVIDED THAT SHUTTER HAS A vwm o�ca�vrcop� SPAN PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". L'� .LSA SPAN SHALL BE USED. 4. ENSTALLA71ONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30•SHAD• 72" 10D 100 AHAVE BOVE GR/ADE.INIMUM SEPARATION FROM GLASS WHEN S 30•ABOVE GRADE,AND 1-5/8'WHEN>30• tt9• 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS i5 NOT PERMITTED.FOR SPANS LLB EUS THOSE INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED- INDICATED 53 63 6. SEPARATION FOR,&ASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144• 43 E1996.09. P EENNARDO.P.E. PROJECTION VARIES ```x112 Iprry' 2 674° 4.874•MAX. 0.115' 5�.7-4.T5.',MAX. J-.�•:Lgn 0.125` t1 -,^-.I �•-1803.00°62OAS.-O-g1- ',n.•,'-' 0.0800 1.700.8' 0.100 0.02 1.70 0.100 0.°0 0 0-.063• 0.195 0096 95° . 0.06' PUPPORT 0. N0.062"-"30' 1.908, 0.63V 0 . n-tA0.630.062• 0.630' O.OY 0.971' 70' .971{ 0.43 *.�/1• '•� �� " � •:o Ll 4 0 r Q0.062 "'c00O.LZ000. 0.630° 0.nT 820 1.069 1.069°- 0-0 c m w'* 8 20 ' LEG OPTIONAL 1.069' 0.0 "00 ..4W•- 0.06r . '<o (D WALL O BUILD OUT WALLO3 STREAMLINE CEILING TRACK 4O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL mIU SCALE.HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL e ON ALL EXTRUSIONS 0.874•}- 2.655" 0.875 worn ��-'•0.510° 2.195" 1.230*- F2.195" ' I O.1 0.060" K 8 Facq 0. S .R tJ .§ D'_755' 1 Pn 2.36Y E0.781! ri i �O 0.105. �,141.069' w n .631 ri $ry I fn 1 ry O 0.07 1.069• '0.105 "' o.o7s J 3� ggg 0.105• m 4.510' �,._-3,506•-� BARE METAL W/O PAINT IS OA39' °1 A OSILL SILL ADAPTER EXTENDED SILL ip EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 33 6.8 STREAMLINE SLAT/BLADE ' SCALE.HALF SIZE O O SCALE,HALF SI2E O SCALE.HALF SIZE O SCALE.HALF SIZE O SCALE:HALF SIZE ry SCALE.HALF SIZE fi d t � -- - o.oeo• o.an• --- is7o• o sio• 0.143. 0.143•{� U -- - F0.245" 0.143' - - - --- 0.096° _ - - 0.5 341' .0 0.07 -- - - -- -- - "- - --__ 0.060 t 0.115" ®0.080• 0.1iT p 4 4.753• c Q l -- I 0.090'n -r� N 10-.000.1.60880 0' " 0.00'4.510' n 8 0.04• 0.227-3- 0.682° 0. 60 &fA OPE 0.693' 15-2339 TAT :THICXNESS OF BARE 2.822' .--1.625° 0.420- cyte oesalsarll2�u METAL W/O PAINT IS 0.039• 15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/Sl-LL 17 6.8 STARTER 8®WALL SILL CLIP 8®WALL SILL SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE MDO.P.E. 1.956• �a �'Q(1�//oy,,. 0.614�1171, " SSTEEL •280°'�"` �ONWWA HER OR ' 1 T 0. 50' MINUM 0.357` HOLE Q 2 0 910 x 2-3/4.410 HTSS. 0.880NriONp INSERTS SCREW W/TCULTRACOTE T0.591'p,pWHE0. ,a0 0.120`o INiO COATING m I 1.100•-{ I_0:240' L� �_T TRACK (�TOP&BOTTOM) M0-06Y �n�t}°� r 1 NYLON BUSHING W/WASHER: i 5"MAX._�f TYP.AT EVERY 0770M 0.870`750• 711WO x 1/21 0 INTERIOR JOINT TOP 0.154`-# -0.137° 1� INSIDE]OINT AT TOP. 7/16'0 x i° BdTERIOR JOINT BOTTOM a CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EMERIOR >O 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED SCALE,HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT a6j- z SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE 9 OR KEY/THUMB 7URN OPERATED INSIDE. Y! {o•zsm 23 BRASS PUSH LOCK m SCALE-HALF SIZE e ROA 5S' 1.978° 2.125' RO S00" O " 1.742" 0.286° 1.603` � 0.236' '0�• 0.623• 1.710` 1.724" 0.267' w g 0.790• 0.090' 0.319• 0.531` 0.531' no 0.064" m L6' m o 0.28' o 2.250" j 0.09 x- 0.250• �� -J• o o �• �r"O.60Y 0.607" w$ w 0.118' .� 0.224' + 0.239" +••• N 1 v°i n 0.060• 0.496' 0.240' -� •+•'' '' age R d I ' 1 n �-2.750'-4 T�'2.000° 1.758` • I f Ov o� O27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476• I---- iLL-��� oaao• Zm SCALE,HALF SIZE O SCALE.HALF SIZE 0.160' 1.001 0.062'p,p62• 0'222"-1 1- 0.062' -0.176 C� OUNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER a SCALE,HALF SIZE SCALE,HALF SIZE O SCALE,HALF SIZE -AiLv\j) o 41.0.062• -/ ap � 5.500`x 13/16`WIDE "0'4�• A 167' 7/16'0 STAINLESS LSTEEL NUT 'a 30 n• 0 0.438` � 0.125' ]TI ��•�� 1 I 4 CD 0.188` 5/18-18x1 MACHINE SCREW 0.1 2L s TIP• 5/16°O INTERNAL STAINLESS STEEL �y o •' @ - --- - -� - - _ ----I 10.689°_-_ POWDER COATED,_ZINC DIE-CAST ra:5oo^ SECTION A - HEAD STYLE VARIES - i.oso•4 - --- ��,j�,,,oDET_2a 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW (OPTIONAL) SCALES FULL SIZE SCALES FULL SIZE 0 0.254" 40b 40 ¢ 35 BOX LOCK SCALE,HALF SIZE 1�_0.319 g FEND TRP 1" SCALE,HALF SIZE 2.000°� -- -- -_ .. -- _ -..-., __2., &S3"1EXT -- -- -- 0.125" -IY0.12S5[ALE, HALF SIZE 0.054' I 0.093" 6 0.175" _ g a 0.085 g 0.125° - i4 e T c pIRµ7CLr,.POJ40PE o.zsD° o g 0.093" ^' 15-2339 o '" 0.065, U - - i l 1 , "in�pgspplp/'IONi - 7.000` 1m9 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2'•x3"x0.125" ANGLE E' 39 2X7 ANGLE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE 3^ SCALE•HALF SIZE b _ -a, : . _ .. ... __ _ � ,.;.,,7 P.0 ANY ANCHOR PER ANCHOR �(ME OTST. SCHEDULE 018'O.C. 7L15RNG DIST. GLAZINGSEE END STRIP j2 SCHEDULE FOR t49 •ARGUE EM c+ SPAN WHEN US pp,�pFp( LEG "� 20,40a,40b OR EMS. 19 oil (INTERIOR) ti app,�tp<p„�� 1/4' OR 6.9 STAR71R 77 IXIIC 77 WITH 21 OR 25. MIN.0.062'THICK 6063-T6 ALUM. ED 4 ANGLE i'x 1'MIN.TO Y x 5'MAX. 21 25 -ly, DIST. (ANGLE LEG HAY BE REVERSED) / FASTEN ANGLE'f0 TRACK W/ ANY ANCHOR PER ANCHOR {[2l*10x1'SCREWS AT > n+ m SCHEDULE®1S'O.C, tt�RN(:R^TOPas M* T3 13 t3 ATTACH Tp 6.5 srARTEK W/ r m m b !3 #12 x 1/2'GALVANIZED OR S.S.SECS, t222 x 1/2°GAI UAM2ED 4R N 6.80"(7Yp.) 30 3/16.0 ALUM.POp RIVET;OR 1/4-20 S.S.SMS 3/16'0 ALUM.POP ,., --- --� RNET OF�L 114-2A MACHINE w USE(1}sRA55 PUSH LOCK OR(1) MACHINE HOLT&NUT 018"O.C. ALTERNATE END STRIP DE AIL aoLT&NUT L4 1O.O.C. (EXTERIOR) 5/16-1H UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE W o INSERT(37)AT 1/3 SPAN TO W3 SPAN SCALE:3"=1'-0' ANYTRACK W! �y TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING ENO STRIP SCHEDULE SCREW BOSSES. .tea O SCALE:3'Q t'-0" HOLE SHALL BE 3/9'MAX WIDTH,UP TO P t i"HELGtiT. 1'HTO(2 7") 7ire USFI(!)BRASS PUSH LOCK OR 1 Sl16-18 THUMB SCREW 0 THRE DED LOCKING DETAILS FOR *' p 2'BIO(3.TT o6• SEE END STRIP ITNSERgT J40TGV SPA14 CENTER MATES 72� BOTTOM OF SHUTTER. SHOWN ON RANDOM ® SCHEDULE FOR MAXMAK RpECENMG HOLE SHA1,1.BE DETAILS W WO(4.7") "' SPAN WHEN USING K 3/0-MAX WIDTH,UP i 30 13 - - 20,40a,40b OR 40c, 1 g,+ 1"HEIGHT, o X.. 1/4' OR 6.8 STARTER N r1f M Al 2 , X. WITH 21 OR 2S. h a Q 40 USE APPROPRIATE � 1.554" 45 0 STARTER STRIP TO ` 13 x0.003" -kr-- NIDE CLOSURE 1. —47 ar BUILDING CON0171 fS i (INSIDE) " 7 \\„FASTEN STARTER STRIPjar rL Ir" 451 SCREWS AT CORNER.TOP a / a rt! + X0.125^ ALTERNATE END STRIP DETAIL &BOTTOM. a 3 � SCALE,3"a 1'-0' ANY TRACK W/SKEW H i t 64 0:1711"- BOSSES. pSILL toeca:AlotsPAlsoxtgADSTturt _ - -- HSPAN u AL^XL'A90•CUPANGtE IO SP ARMOR OSXREk#1 wa Tm EXISTING GLA55 8gB8 13 SCtteDMw SfAEW DRlJA•1D6DL77f1E11DSitUP. g USg 1 B AV PUSH LOCK US (! BRASS PUSH LOCK (INSIDE) y - �n& t OR(1 /6-18 TH B 3Q N 0 (91 /16-76 71 B ( f- S 5 I QA I}RE�OED 30 73 ,t- t RS K OAT TJ3SPAN SILL SI {�} TT 7J SPAM - pp-�} N FpOM _ _ _ �gj 70 /3 S'P`AN FRp�.( 9O 10 SHUT Ett a BO TOM OF.SHUTTER_ r (/OUTSIDE- RE ENING HOLE. P T BE (OUTSIDE) T SiE1GN}TC.WIDTH•UP T GCI TYPICALgil- OUTSIDE CORNER CLOSURE NTT DETAILS WO/CORNER POST — — Mat \\ 13 30 OW=IlF IRMILK W=P.E -SILL 31 215 \1@0/ 3 3 (OUTSIDE) 15'2339 USE(1)BOX LOCK AT 1/3 ;e SPAN TO 2/3 SPAN FROM TYPICAL INSIDE GARNER CLOSURE ION BOTTOM OF SHUTTER CC DETAILS WO/CORNER POST 41 MULTIPLE SHUTTER ASSEMBLY /7 �9 NTS 'P,TK SCALE,3"-1'-0" lil 1 TrS LC f"'.y �� ; , ,,`' w �. CtCION TYPE �I REFERENCE ANCHOR XHOST •-"r �O y�� SCHEDULE FOR MAX. STRUCTURE � U7ef`XF SPACIN AX i r- CI CONNECTION TYPE " 1/4-20 MACHINE BOLT a \ REFERENCE ANCHOR L/2" W/NUT @ 12"D.C.OR \ SCHEDULE FOR AX614 SMS(o 6"O.C. SPACIN u2" (TYP.TOP&BOTTOM)ALU 2 FASTENERS g6083-T TUBALLOy EACH ANGLE SEE TABLE A FOR SIZE. 1'x 2"x 1/E" ALTERNATE THRU BOLT Vv� w ''5 g u[ OR 2"x 2"x 1/8" C1 CONNECTION TYPE WL GLASS vI- Ifi- C 6 z ALUM.ANGLE ° REFERENCE ANCHORSEPARATION 1 w $ �''� SCHEDULE FOR MAX. PER TABLE Z W O w 13 .�.� I SPACING J THREE 3/16"0 ALUM m to POP RIVETS 0 0 17 1 OR DOOR X m F y Y THREE 012 SMS,TYP. 43W 010.. 3/16^0 ALUM.POP 1 E m 0 17 RIVET OR 012 SMS TABLE A(m) (te 18' O.C.(TYP.) \ _ Ate` (5]0 OR w •. \ 0 w PRESSULE V;ALLOWABLE lENG81 MAY USE MALE OR —No-0 3-', FEMALE LOCK-SLAT m o n " 1/4"MAX.FROM PIN N72 13 ALTERNATE THRU BOLT .. GUIDE R BUSHING CS CONNECTION TYPE C1 CONNECTION TYPE _ _� WASHER(TYP.) ti � 124 L79' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEOULE FOR MA%. " 19 e92 u� IGS NTS SPACING ANGLE TO TUBE C HNECTION2"x 125^ 0� alop L47• EXISTING HOST EMBED, zy ®TABLE B(ornl STRUCTURE 60�i-T6 ALUM.TUBE z� 08' 114' PIIESSBREVSALLOWASIELERGI}I EDGE DISTANCE SC REFERENCE FOR ACTION MAX. 3'flkt/g' SCHEDULE FOR MAX. E PSF WITH O Willi BIO SPACING 5 62 113• 16C ASTENER(ID 18^O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION S 72 IDT 157' USE ANY ANCHOR SHOWN lit 101' t4T W ANCHOR SCHEDULE). SCALE�3"m 1'-0" , 1Q 9S 139' R 102 90' 13r 5 S 120 BT' t2T W K ISO 74• 109• i-!u 6 t-JT 61' 94' ^ x.2"x 13 1" =w r` 090"6063-T6 MH GLASS N x,- 3/16 RIVET OR 1)12 SMS N A N ZON J r - - - p 18"O.C. OR-1/4-2 ALUM.TUBE TYP. NUT&BOLT(TYP.). 1T 3/16"0 ALUM.POP -- - -- - -- - - - - _-GLA55-- - 2 - -- - X — ! S �+ RIVET OR 012 SMS x OR DOOR £ stn A AWN,TUBE go 18"O.C.(TYP.) - !3 8063-TB ALLOY 2"x S^x 1/8" `1N SFE TABLE B FOR SIZE• 2 FASTENERS x CONTINUOUS - _ - EACM.ANGL£-.._ _ _ ___ - _ ALUMINUM ANGLE R 0 1"x 2"x.093"6063-T6 - - - - OPTIONAL ANGLE- _ - INSIDE gl ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. -- R o POP RIVETS OR •a 17 THREE 012 SMS,TYP. o e 1"x 2"x 1/B" 4 CONNECTION TYPE 3 13 OR 2"x 2"x 1/e" __ ,REFERENCE ANCHOR ALUM.ANGLE SCHEDULE FOR MAX. SPACING covamRWALOFM MPE USE MALE OR FEMALE EXISTING CONCRETE, 15-2339 LOCK-SLAT BLOCK OR WOOD FRAMING 13 - 1 13 �� (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAawpg6�µ;pnc0a� 012 x 1/2"GALVANIZED SCALE.3^e 1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.sns,3/16"m ALUM. SIDE CLOSURE OPTIONS X94 POP RIVET,OR 1/4-20 SCALE 3".1'-0" NTS MACHINE BOLT&NUT C S MIL GLASS R P GLASS SEPTION OR DOOR PER TARAASLEE2 W _ O1 u u GLASS OR f 'u N 400R Q W a DOORS OR rP=lER--TlA8LE LASSXNN ATIONMN.GLASS W W2 ' 9• I r SEPARATION r (C i Z= EOTABLE2 WjQ iW,m O ` Wer - Zsu t-OW .0 m Waw 73 il"a=i 2 1 1/4"MAX.FROM PIN GUIDE J u°d R CONNECTION TYPE 1°a m m w REFERENCE ANCHOR Oz n TO BUSHING WASHER(TYP.) 29 ¢w SCHEDULE FOR MAX. u'a TWO 114"0 WOOD 250 SPACON ¢ 3�.,., LAG SCREWS 0 24" yap, O.C.MAX. 2' C�TNECTION TYPE S .250 OLU THREADED PENETRATION REFERENCE ANCHOR will • 7"INTO CENTER OF 2X STUDS / -SCHEDULE FOR MAX. �U EMB."T' PACING 14 SMS @ MIDSPAN BETWEEN /f o ery tB !8 STUDS FOR TRACK 701"x 4' / PLYWOOD TUBE CONNECTION EXISTING HOST STRUCTURE R STUCCO FINISx 4'x.1L5" 8063-76 AUM.TUBE IE USED WHEN STUD SPACING DECORATIVE FLOOR TRACK DETAIL Q WALL MOUNT SILL DETAILw= EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE,3"A T-0- `✓ SCALE,3`=T-0" tr WALL MOUNT SECTION THIS DETAIL MAYS 6 SCALE,R S'=0" AL50 BE USED 3 AT TOP E �$ ACCORDION SHUTTER lz m 4Mc S PER PRODUCT APPROVAL F o -GLASS Iw. D ? � ON OR DOOR r APPUCABLEATTOP N PER TABLE 2 N p EXISTING WOOD(G.0.421 AND/OR BOTTOM X Q Z TRUSS OR RAFTER PEI 6 ¢ d X ¢ Qf 24"MAX.O.C. 2"OR 3' E N EXISTING FINISH MATERIAL 1/2"MIN. __ _ f 114"MAX,FROM PIN GUIDE Ci • TO BUSHING WASHER(TYP.) 2^x S'x 716 6063-T6 s m E 4 2`x 3`x}a X CONTINUOUS OR _ 2.175" --- - - - _ ALUM.At, W/THREE ti 2'x 2"x Yi z CONTINUOUS 8 - _ i/4'TILE fTYPa- 4/4"m-WOOD LAG- 6062-T6ALVmNuMANGLE FINISH MATERIAL SCREWS WITH 2-3/4" WOO 3/4'PLYWOOD 100001 PENEMINIMUM THREADED 275'tlC¢FC , O-V MIN.THICK 6061-T6 ALM TRACK X —^1/4'0 A325 GRADE THRU BOLT @17.O.C. EACHTRAF7ER OF TRU S, 5 6 - ANGLE FASTENED TO FASTENED TO ANGLE Wiilt iJ4 20,_ __ _ __OR-5/_16"0 A325 GRADE THRU BOLT 12'O.C, $ E _- -_ _ Cs� ---_ 24^O.C.MAX.WHERE ppp wER EXISTING 3 KSI CONCRETE- AND9'MACHINE SCREWS AT 3"ANC ENDS GALV.OR S.S.- HOST .S.- - -_ - g� AND 4'O.C.FOR BALANCE ANGLE EXTENDS BEYOND. -- _- _ _ (( HOSTSTRU MOO WITH LAST TRUSS MORE THAN EXISTING CONCRETE HOST, `•-- 114"0 ELCO UL7RACON TO CONCRETE/CMU 6", EXTEND ANGLE TO 8 -R M EMS AND 4'O-C S-O.C.W/1-9/4'MIN.EMB. u s� 7-FROM ENDS AND 4`O.C. y_i y.MtN ) OR 1!4'0 LAG SCREW 9"O.C.W!t-T/s" 7S 1 STRUCTURE 000 PSI MIN NEXT TRUSS. W g ¢ FOR BALANCE WITH L�� MIN.EMB. M WOOD SG0:42.TO V.55, °. M(N EMBEOMENTAND 2I�" MAX.OESTGN iAAO AT S'-O"MAX SPAN: EXISTING CONCRETE, MIN EOG£DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR r m STAGGERC-DWiitl3'MIN, p#ATT,QES[GNlOAOATB=O'tdAXSPAAT: WOOD FRAMRdG.SEE N29_N¢ apMaaR'TmtecLeiSxUmovE SPACING.TYP. t 52 P.S.F. 2"x S'x 1/8'CONT. ?F x Q r 15-2339 ANCHOR SCHEO. ALUM.ANGLE(6063-T6) ¢W.i - - BASED ON TYPE O Y O. Ha BUILDOUT MOUNT STRUCTURE SCALE s NTS (MAX DESIGN LOAD s 72 P.S.F.) r PASS THRU DETAIL - h!b f�1 TRUSS MOUNT SECTION SCALE.3"-T-0" L,^J SCALE s 3^-1'-0' EXISTING HOST ALT.LEG DIRECTION ✓'fes/ Px_ STRUCTURE 114'ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN ylj� 12•MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3 MINIMUM EDGE OF SHUTTER, SHUTTER BLADFS ASSEMBLY 1J2' SPACING,AND 3•MINIMUM EDGE DISTANCE � •• - (2)6063-T6 ALUMINUM TOP OR BOTTOM ANGLES PER BEAM END,SIZE ,J �• PER SPAN TUBE SCHEDULE EMBED. 1 SPAN TUBE PER TCS• DESIGN SCHEDULE EDGE OF ACCORDION z y ACCESS�� 114-20 MACHINE BOLT W/NUT @ SHUTTER BLADES 12"O.0 OR 014 x 3/4•SMS 6'0.C. % 3.5'-MI ,an / in TYPICAL �1/Y MAXC ,. 5 6 3`MIN f�1 EDGE 3 '=m 2$ 2.875'0 HOLE CID RECEIVE DISTANCE MIN.GLASS g g nt m ROUND WINDOW ASSEMBLY). EXISTING SEPARATION ® 3 MAXIMUM OF 3 WINDOWS GOR ERTABIF'J PER EVERY OTHER BLADE DOOR a y z D LIGHT-N-VIEW WINDOW o iEDGE 1/2'MAX "� 8 N.T.S. EXTERIOR ELEV _$ f 5 6 Q R P ER . N GUIDE wo E2 B 1/4-20 MACHINE BOLT W/NUT® A+ N 1/2° ACy H 12.O.0 OR*14 x 3/4"SMS 6"O.C. 8 2.875'6 HOLE TO SPAN TIME PER $ RECEIVE ROUND EMBED. DESIGN ST WULE F § a WINDOW ASSEMBLY (2)6063-16 AWMBVUM ANGLES PER BEAM END,SIZE EXISTING. ii�� I'D SPAN TUBE SCHEDULE C C, HOST 54ffDU�L.EUFOR'S SEE g. STRUCTURE F� £ °ALIN sNr ANCHORS wli7/8•MIN EMBFD IN CONCRETE OR HOWDW BLOCK 3 3`MINIMUM ...}}}}}}��� SPACING,AND r MINIMUM EDGE DISTAIQCE 0.125 0.032' 0.032"�•(0.12VMAX.DESIGN LOAD=f 72 PSF 1II'II � /0-3'N SPAN TUBE SECTION ggR 0.190, // �\ 8 ,N.T.S. VERT SECTION GLF FSPAN TUBE SCHEDULE R 1 2 ROUND ALLOWABLETUBE THRIX BOLTS ANCHORSPER �NIN�TH C TUBE SHUTTER ANGLE I SIZE SPAN WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BO7TOH �'b w _TUBE_.-TUBE--._TUBE.:_TUBE-__TUBE--TUBE- -TUBE_-TLRIE- 85 123.5 1752- 2 2 2 Qom' 101a ,BaS z z 7 3 r r ad. 12V 69.w ila5 a z 2 s a r USA I. • -_- - --- \ -.._._-.- - -.-. �� _ �� ..-.a- \ >___- Q yY.=--9B' ,.,,,4.5--a24.r-. 2 -- ._2--.—3— -_,a__ _-_.r_ 777 �: ..._ 125 I--1825 'ID8.5- 2 2 4 4 IO' 15 1780' 100.8` 2 2 3 3 T _ T '9 62575• �o.sBB• 1 I CAW 05 12zr ,55.r 2 a 3 4 a- ,7' --- 63.250' 125" 1158 137.5 z 5 4 B iv ' 1r 24oa . 14Q8" 270.0 2 3 4 0 LIGHT-N-VIEW WINDOW �\ 01°TS 1zr' ,lar 207r 3 BIRIRILL®WOOPE 2. N.T.S. SABIC PLASTICS SLX143LT-UL-94HB _1 / SPAN TOBB SCFtEIAM I�3 39 1. USE x ANGLES FOR 2•x5$2•x6'BEAMS. _ 2 USE 2"x5"ui/4•ANGLES 2•x8•BL 2'x10`BEANS. SCAM - 3. USE BEAM SCHEDULE PDR DETAIL 3/B. RRBL 4. TOP&BOTTOM BEAMS NAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W ROUND WINDOW S. SPAN TUBES MAY BE USED INAMID-SPAN CONDITION WITH SHUTTERS SP(ANNNINGABOVE AND - °. ANC HORSS THE AND BOLTS WITH 7HE SHUUTTTEER AN TAKEN AS THE SUM OPTHESPANS 9 .e VE Wd BELOW THE BEAM. on 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-76 ALUMINUM. .. � .0 ' t. \'. �1 t. r P.E ANCHOR SCHEDULE: CONCRETE 2.5'HIM EDGE DISTANCE __ 0 ri SOOns UO To 6•-0' SRM UO To LOAD CONN TYPE CONN TYPE - COMM TYPE S AfiCIfOA (Ps0 CI C2 I q I C4 I CS I Cl C2 I C3 CA I CS CL I C2 tl I C4 CS 1/4'ITW TAPC3Hi OR ROD 43-16.0"16.0-115.0-116.0"16.0'16.0"16.0" 0"9.0" 13. 16.0"16.0" 9S" 5.9' 8S^ 14.5• ULTRAODN WITH 13/4• QF _53 16.d'16.0"10.5"(4.S'16.0E 16.0"]2.d' 7.0' 10.S'16.0"15.0' 7.S" 4S" 75" 10.5" EMBED(3192p11 HIM COUP 62 16.0"16.0• 8.5_ 165"16_0"16.0" 93: 5.5_ BS° 15A"1S.0' 7.5" 4.5" 75" 10.5" ' N 70 16.0 13.0" 7.0" 11.0"16.0"15.5.TO.'_5,.0" 7.5" ITS"35A" 7.5 4.5" 7.S" 30S T /H�COMBINATtON / • ® �`` 100 15.0" 7S" 45" 7.S' 10.5"1S.O"7.5• 4.5" 7S' IO.S"15.0" 7S" 4.5 7.5 IDS" 2 x 5 T P 9 / 0 COMBINATION 1/4"MU.LENNIM MIUFAST 43 160.16.0"15.0•'36.0^16.4'16.0"16.0" 9A" 13.5'16.0'116.0" 8.5" S.5' 9.0^ 133' WITH 1-3/4'EMBED(327500 53 16.0.16.0"11.W 15.0.16.0"16.0"11.0" 7.0" 10.5 16.4'13.5" 7.0" 4.5' 7.5" 93' p X MIN CONCRETE) 62 16.0'1S.O" B.S" 13.4'16.0"16.0" 8S" 5.5" 9A" 13.5'13.5" 7.0' 4.5^ 7.5" 9.5 70 160"1Lo" 7.0" 1LW'16.4'14.0" 7.0' 4.5' 8.0" 10.5 13.5 7.0" 4.10 7.5" 9.S" a{B W 100 13.5' 7.0^ 4.5• 7S" 95" 13.5 7.O' 4.S" 7.5' 9.5" 13S' 7.0" 4.5' 7.5" 9.S" t m`.I w a 1/4•RCO g1ETSlEX SS4 43 16.0"16.0"16.0"16.0"16.0"16.0'16.0"13.5'160"16.0"16.0"125" &0" 13.0'16.0" 5 Y S � Ne yYqi W1 Y EMBED(3350ps1 NW 53 16.0"Io.O"56.0"160"160'16.0"16.0"]0.0'15.5 16.0'16.0"10.0" 6.5" ILO.14.0" W ra CONL) 62 16.0"16.0"125"16.0"16.0"16.0"12-V 8.0" 13.0"16.0'16.6°10.0' 6.5 1L0"14.0" � 3C 70 360"16.0"10.5"16.0'16.0"16.0"IDS^ 7.0" 11/5"15.0.16.0"]OA" 6S 11.0"14.0' pW.r 100 16.0"10.0" 6S" 11.0"14.6-16.0"10.0" 65" 11.0'14.0"16.0°10.0" 6S' 11/0'14.0' 1•MIM EDGE DISTANCE NOTE, 'S"INDICATES ANCHOR SCHEDULE SPACING. "' i Cl C2 C3 C4 C5 Cl CZ C3 04 CS u C2 C3 Ca CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4.1TW TAPCXSN OIi um 43 160"16.d' 7.5" 8.0" 160"16.0"1&0"15.0- 5.5' 16.0"16.0-19.0-13.0" 4.U- 11E -C2 CONNECTION TYPE USING PIECE WITH OUTSIDE v ULTRACON WITH 13/4• 53 16.d'16.0" SS" 6.5 16.0"160'12.Q" 45" 16.0'14.5. 7.5" 10.0• ANCHORS ONLY EMBED(3192PSI PBM C ONC) 62 16_0"S.S' 45" SS' 16.d'36 0' 9.0" i 4.0" 14.5"14.5 7.5" 10.0" -C4 CONNECTION TYPE USING PIECE®WITH 70 L&T!2.5" 4A" 5.0' 16.0 35.(0 7.5" 11.0"14.5" 7.5" 10.0"go- OUTSIDE ANCHORS ONLY 100 1�5^ 7.5' 1(1.0"14.5'7S' /�s�%10.0"19S' 7.5" 30.0" Y 1/4"MUllNIUM MILLPAST 43^16A"16:0"13.0_13-5"16.0 16.6"13-0" 6.5" 95' 16.0"13.0' 7.0" d.0'• 6.S' 10.5' EO WITH 1-3/4'EMBED(3275ps1 53 16.0"16.0" &0" 11.0"16.0"160' 9.0" 5.0 7.5" 16.0'10.5' 5.S' S3' 75" ANCHOR NOTES! d Nili CONCRETE) 62 16.d'11.5 60" 9A" 16.4'13.5" 7.0" 4..0 6S" 11.0"10.5" SS" SS' 7S" f' 70 16.0. 9.5^ 5.5" 0.0" 16.0"11.5" S.S SS BS" 10.5' SS" 55" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR FOR SPECIFIC ANCHOR SPACING y $ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPEC1FlC LOADS MUST BE 100 10.5' 65° 53' 7.5'• 10.5" SS" S.5 75" 10.5" 55' S.S' 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P91). _ p d 1.1/4"KIM EDGE DISTANCE �tqq z ANC ALL--W 71 84BED ET - 2 ANCHOR ANCHOR NDEDG LE STAN E. THE EXISTING STRUCTURE ER THAN ? g $ ANCHOR W/7/8"EMBED ACl C2 tl 61 CS Cl C2 tl G a Cl C2 tl CA tS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN lAAO GREATER TFCAN OR (6� 114.2D SS MACHINE SCREW 73-16.0"16.0" 8.5" 10;5 16.0"16.0.12.0" S.S' 75' 16.0"ILS 65" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3oO0psl Nw CONC) 53 16.D• 65" &(W 160"16.0. 85' a_o• 6A• 159.10.0"Wl 7.0" THAN OR EQUALTO SHUTTER SPAN. 62 16.0.11.0" 5.0" 7 160"12.5 65' 3S- 5.0' IOA"10.0" 3. SEE HMNTTP(G SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.7016.0. 9.0" 4.5' 6:0" 16.0"IO.S SS" 3.0" 4.0BA' 10.0" 7.0" 4. EXISTING STRUCTURE MAY SE CONCRETE ASTM G�HOUAW CONCRETE100 10.d' S.0' 4.0' 7.0^ 10.0" 5.0' 4.0" 7.0. 10.0" 7.0" BLOCK OR WOOD TRAINING.REFERENCE/GVCHDRSCHEDULE 1�R PROPER 19 1/4•ALL-POINTS SOLID-SET W HU(EDGE DISTANCE ANCHORTYP66115t�ON TYPE OF IXISTING STRUCTUREAND APPROPRIATE g ANCiiOR W/7/8•EMBEDa Cl G2 tl cA C5 Cl C2 q Cw CS Cl CM2LBO- (3mpa Ca cs CONNECTION.7IPE.SFE CONNECTION DETAIlS FOR IDENRRU1770N OF O 1/4-20 SS MACHINE SCREW 43 16.0.16.0'16.0.16.0"16.0"16.0'16.0"11.5"18.0'16.0'16.0"11.0" COPUN OONC) 53 16.0'160"]3S"16.0"16.0"16.0"14.0" 8.S' 13.5"16.0"16.0" 8S" 9.5" 12.0" 5. ALL CONC RETE ANCHORS SHALL BE INSTALLED TO NON-CRAG KED CONCRETE 62 16.0"16.0"10.5"16.0"16.0"16.0"ILO" 7.0" 11.0"16.0"160" 8S" 9.5" 12.0" ONLY• 70 16.0"15.0" 9A" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" &S" 9.S 12.0" 6THE CONTRACTOR IS RESPONSIBLE TO ENSURETHE ANCHORS ARE INSTALLED 100 16A' 8.5' S.5" 9-T 12.0'16.0" 85" S.S 9.5" 11/01 164' 8.5" 9.5' 120" IN ACCORDANCE WITH MANUFACTURERS•RECOMMENDATIONS.EMBEDMENT 2-WW EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER r 1/4•FOWEILS SS DRpP-IN -•- FINISHES. W/1(4-2055 DOLT AND Cl C2 Q C4 CS Cl G2 C3 Cd CS Cl C2 C3 CA CS pr^rl 3� 1'EMBED(300(Ipsl MIN 43 16.0.16.0'14.0"16.0"16.0"16.0 14.0 8.0" 12.5"16.0"14.0" 73• S.0" 8.0" 13-51_ ,. -_ -_ 7. VIHERE EXISTING STRUCTURE IS WOOD FRAMING,V/00D FRAMING CONDITIONS $ CONq 53 16.0.18.0" 9.5" 74.0'160"16A• 9.5: 6.0" 10.0"16.d'11.5" 6.0" 4.0' 7.C- &0" - - VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING- --- 62 16A'11/5" 7.5" 12.0.160"14.5" 7.S" 5.0" 8.5" 119'IIS" 6A" 4.0• 7.0' 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE C10�URE PIECES. 70 16.0"1D.0' 6.5 10.5 16.0"12.0" 6.0" 4.0" 7S 9.0' 335" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0' a.0' 7A" &0" 11.5" 6.0" 4.0" 7.d' 8A• 13.5" 6.0" 4.0" 7.(- 8.0" 8. WHERE LAG SCREWS FASTEN 70 NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4' MIN.)WOOD SCTUD. 1/4•POWERS 55 DROP-10 3-2/2"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SMALL _ __ -T _ - _ ._ CL C2 tl- TAA CS C1 C 2 tl 61 .�CS- C2- C2 C3 Cil CS HAVE PAN HEAD OR HEX HEAD. -.- W/714-20 SS B(1LT AND � �- __- - � --.. _ - r EMBED(3000ps1 HIM 43 16.0.160"15.V'16.0.16.0"160'14.5' 4.0"r7.5' 16.d'35.0' 7.5" S.0" 9.(- 12.0" 9. MACHINE SCREWS SWILL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN CONC) 53 160.16.0"105^35_0.16_OP 16.0•LO 6.5" 160"11/0 6.4' 4.0" 7.5" B.s' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 62 160-13.0• &0" ILS 16.0"35.0' B.O" 5.0• !LO"12." 6.0" 4.0" 7.S 83" HEAD(SIDEWAU(BOLT),U.O.N. 16.0'1047 7.0" ILO'16.0"Sa.s^ 65° 4.S 9s• 11/61 66" 4.0' a.s 0.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.100 12.0" 6.0" 4.0' 7.S 8.5" 12.0" 4.0" B.S• 12d' 60" 4.0" 7.5" BS" S T MIN EDGE DISTANCE ® DESlGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Pa 412 SMS W1 Y EYEWALL CS C2 C3 CR CS Cl C3 tl CR CS Cl C2 C3 C4 q HUT OR WASHER TE STRENGTHS T. COp17iNR1RY0(Lf931147DOPE ARMOR INSERT W/2"EMBED 43 1601"160"315"14.0"16.0.16.0"16.0" 7.S 10.0.16.0"16.0" 9.0' 4S" 6.5' 13.5 11. MITi1MUw CONCRETE STRENGTHS ARE AS INDICATED IN A(dCHORSOtEDULE. 15-22339 (2000ps1 MIN CONL) 53 16.0"16.d' &S' 11.0"160"16.0"1L5 S.5" &0" 160"14.0" 7A° 3.5' 5.5 10.0" " f 62 160'3S0' 7.4' 95" 16.0"16.0" 9A" 4.S' 6.S" 14.0"14.0" 7.0" 3.5" 5.5• 10.0" I2. WHEN ANCHORING TO HOLLOW BLOCK SOS DARTS SHOULD NOTDE O IN T L 6 n DRILL INTO HOLLOW BLOCK NOR SHO(!LD IMPACT DRILLS BE USED TO INSTALL meq , 70 160"120'• 6d' 8.0' 16.0"145" 7S" 4.0" 6.0" 10.5"14.0• 7.0" 3S' 5.5' 10.0' CONCRETE SCREWS 70HOLIDW BLOCK 100 14.0' 7.0" 3.S' SS" 10.d'14.0" 7.0" 3.5" 5.5 10.0"14.0" 7A" 3.5 •12 SHE;W/27r EYEWALL 43 160"16d'16.0"160"16.0'16.0'16.0"10.0"14.0'16.0"16(1"L1.S' S.0" 9.S' 16_0" �'�� ARMOR IMSERTW/ZS' S3 16.0"16d']20'16.0"160'16.0'15.0" 7.S iL0"16.0"16.0 9.0" 5.0• B.d' 13.0" H40ED(2000p51 MI OONC:) 62 16.0"160" 9y5" 13.5"16.0"160"11.5• 65 95" 16.0"16.w 9.0" 5.0" 8A" 13.0" Q 76"16.0"16.0" &0" 11.5"160'16.0" 95" $.5" 8S" io.0"16.0"19.0- 5.0" B.0' 13.0^ S ill0 160" 9A" SA" 8A" 13.0"16.0' 9.0" 5.0" 8.0" 13.0"16.0".1 9.0"15.01 8.0' 13.0" �MUWONSPANMAX.=74"-1 �MUWONSPANMAX.=74"--{ %�.� i� SilverLine I I R. •• I N GLAZING I w GLAZING GLAZING 3 3 byMdersen PRODUCT $ PRODUCT PRODUCT WINDOWS • DOORS o o .�>'•••........• Fj y �� zxZo 0 3 GLAZINGLEGLAZING �-mZ GLAZING GLAZING M 0 9 d t a p PRODUCTp PRODUCT PRODUCT 4 m d o F= U U oo oZ ��yy 2723 TRANSOM MULLED OVER TWINS TWIN TRANSOMS MULLED dd STRUCTURAL BEAM OVER TWINS Ona Fo Fes- MULLION SPAN MAX.=74'-j F--MULLION SPAN MAX.=74" I o J TRANSOM MULLION m I C4 GLAZING I cv GLAZING GLAZING �� w r7MPACTr 3 PRODUCT PRODUCT PRODUCT Ix L o O O GENERAL NOTES: a 1.This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building m Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". o a LL 2. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 _ of the FBC and does not require an Impact resistant covering.This product meets missile level"D"andm 3 GLAZING GLAZING m 3 GLAZING GLAZING excludes Wind Ione 4 as defined in ASTM E1996. p PRODUCT PRODUCT o PRODUCT PRODUCT a 3.Wood bucks by others,must be anchored properly to transfer loads to the structure and be u U w reviewed by the Building Official. to z 4. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 8 o 9 Ln _ 5. Separate product approvals for each glaring product used with these mullions must-be submitted _ N along with this mullion product approval _ 6. Anchoring of each glaring product to the muilon shall be as shown in each individual glaring TRANSOM MULLED OVER MULLED TRANSOM SINGLES MULLED - Q product approval. MULLED SINGLES OVER MULLED SINGLES Q Q 7.Any conditions not covered i0hls evaluation are subject to separate-Engineering evaluation _ - — -- g 8. Mullion design pressure rating,see load rating fable sheen 2 and 3 of this drawing. ---- -- f--MUWON SPAN MAx.=74"_-- -- - _- -- 9.The design pressure rating of the assembly shallbe the lesser of the load capacity of the mullion as ^F - determined using this approval or the design pressure rating of the Individual glazing products used. - TYPICAL MULLION GLAZING "' Z 10.Bounding box dimensions for geometric transom shapes must be equal to or less than the PRODUCT a Z °a rectangular transom dimensions shown herein. CONFIGURATIONS LL DAA: 2 t 0 0s = TABIfOFCONIENIS serf N.T.S. NOTE: m' SHEET$ DESCRIP17ON owe.BY: DWS 1 Typical elevations& neral notes Vertical mullions depicted here are 3 GLAZING LFS a z covered under separate approval PRODUCT a 2 2723 mullion toad table for concrete screw anchors DRAVANo NO-- CA 3 2723 mullion load table for wood screw anchors LFL-6067.6 c n 4 2723 mullion section dimensions&anchaing SINGLE MULLED OVER SINGLE sNEEr__L of 4 8 a Imil'i SLVERLINE2723STRUCTRUAL BEAM TRANSOM MULLION LOAD TABLE(PSFTR®lR'ARYW107H �C:30" 32" 34" 38•• 35" 40" 42" 4.. N" �„ 1w. In.,6.4 80.6 75.6 71.1 67.2 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.58.8 829 77.7 73.1 69.1 65.4 622 59.2 56.5 54.0 51.8 48.7 47.6 gyp; Z1.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 a. 94.0 87.8 823 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 526 50.6 'ii �••., `�� o m m 6{^ 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 521 �j K" 99.9 93.3 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 65.9 53.8 '1* 11/71 1\t\\� o r4i m z i2" 100.0 96.3 90.2 84.9 90.2 76.0 722 68.7 65.6 62.8 60.1 57.7 55.5 a N•• i0" 100.0 99.5 93.3 87.8 W-9 76.5 74.6 71.0 67.8 64.9 622 59.7 57.4 ( S v x Z d a. 100.0 100.0 96.5 90.8 85.7 61.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 \7V�1 h E w Z o a 6i^ 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 727 69.5 68.6 63.9 61.5 " r g 9 o a 84^ 100.0 100.0 100.0 97.5 921 87.2 82.9 78.9 75.3 72.1 69,1 66.3 63.7 MULLION SPAN rK O r "� m dad 62" 10D.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 68.2 MAX. = 74" x 6o" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 ''VV o2 O 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 �- 4r 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.8 81.1 77.8 74.8 3 GLAZING 44" 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.6 81.4 78.2 PRODUCT 42" 100.0 100.0 100.0 1 700.0 100.0 700.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 �Ln 40" 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 w o 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 3i" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 99.5 95.6 �o ¢ 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING GLAZING m] PRODUCT PRODUCT 3 32" 700.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.11 100.0 100.0 100.0 -��E p4i 30" 7 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 E m J� 20^ 100.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 $ �y p 26" 100,0 100.0 100.0 100.0 .100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 y N. M 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 d 0NU LL INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: a a N 0 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). MULLION SPAN �c m 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE MAX. = 74" SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 0 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN v AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. N GLAZING o 3 PRODUCT THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT No DETERMINED IN STEP 1 ABOVE. x 075 - -- -- - - -- -- _ GLAZING -- - -. o o- o: - 3 PRODUCT k, FOR ANCHORING GLAZING PRODUCTS.TO-THE MULLION, ANCHOR a x110 1pN1 SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE k FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FORW i + W2 THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT TRIBUTARY =WIDTH N o U Q�a � APPROVAL. 2 z ° 2. SUBSTITUTE IS-18 PANHEAD SELF-RIWNG SCREWS SHOWN DATE 2 10 09 n c o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM gra.e N.T.S. d o FASTENER SPACING ALLOWED IS 6" FROM EACH END AT owo.By: DWS m "v SECTION THRU MULLION AND FRAME 15O.C. MAX SPACING. crus.av: LFS 3� THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWNL-6067.6 OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION, Ll FL067.6 BY SILVERLINE CAN BE USED IN THIS FASHION. SHW_L OF_:L_ 0 14.1 SILVERLINE2723STRUCTRUAL BEAM TRANSOM MULLION LOAD TABLE(PSSTRIBUTARYWIDTN28 30" 12' 34" 38" 36" 40" 42" 44" 48" 4S' S0" 52"97.4 90.9 85.2 80.2 75.7 71.7 66.1 64.9 61.9 59.2 56.8 54.5 52.4 72" 100.0 96.6 92.5 87.0 62.2 77.9 74.0 70.4 67.2 64.3 61.6 59.2 58.9 t d m 2 �•�z 70" 100.0 100.0 100.0 94.7 89.5 84.7 80.5 76.7 73.2 70.0 67.1 64.4 61.9 iy:• �� u om',ro 88" 10D.0 100.0 100.0 100.0 96.8 91.7 87.1 83.0 79.2 75.7 72.6 69.7 67.0 ��, �'•., ��� o m m W. 100.0 100.0 100.0 10D.0 10D.0 97.3 92.5 88.1 84.1 A_ 77.1 74mO 71.1 84" 100.0 100.0 100.0 100.0 100.0 100.0 98.3 93.7 69.4 8005.5 81,8 78.7 75.8 ''I"11111111* ••• ` =o m o 82" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 95.3 91.1 87.3 83.8 80.6 111 u r•._ 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.2 89.5 86.1 L v 0 x z d 66" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 95.6 92.1 S Em 9 m c w 88 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.1 MULLION SPAN \ C m01 o d t a 64" 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 V 111 a m a a H MAX. b2" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 = " I o x 80" 74 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I ° oz 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i0D.0 100.0 100.0 -� BEd f� 48" 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N GLAZING g 4P' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PRODUCT 0 4T' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �-- L 40" 100.0 100.0 100.0 100.0 ioo.o 100.0 100.0 100.0 100.0 100.0 100.o 100.0 100.0 Ja� 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 z coo 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 ¢x 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 GLAZING GLAZING PRODUCT PRODUCT aQ 32" 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 700.0 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3 �o co zv v. 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 �Z N oy Ze" 100.0 100.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q9 Q �o 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 (n ¢ o � o M3 F N v INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLEL m a N I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE e BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). MULLION SPAN m 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE MAX. = 74" LL SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 0 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN N GLAZING o AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. u THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT 3 PRODUCT w o -DETERMINED IN STEP 1 ABOVE. --- ---- - --_- - - -_-- --- _ -- _ _ > o - - GLAZING G` aPRODUCT k 00 0o m a oz -o - - FOR=ANCHORIN -GLAZING-PRODUCTS-TO THE--MULLION,-ANCHOR o o-- G SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE o FOLLOWING: �'a j 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR ul ��� THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT TRIBUTARY WIDTH 001 + W2 = N Z APPROVAL. 2 10 z 2. SUBSTITUTE /{8-18 PANHEAD SELF-KILLING SCREWS SHOWN DATE. 2170109 D 0 o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM s=E: N.T.S. - FASTENER SPACING ALLOWED IS 6" FROM EACH END AT DWG.ft. DWS m SECTION THRU MULLION AND FRAME 75" O.C. MAX SPACING. CNK.ar. LFS 3 _ THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWING No: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.6 0 BY SILVERUNE CAN BE USED IN THIS FASHION. sNEEr 3of 4 - - id 1-3/8" MIN. 1-1/4" MIN. 1-1/4" MIN. \\\\\\+` 41 EMBED. EMBED. EMBED. ��,�:,.••" ... �� N In (4)3/16"O CONCRETE ANCHORS `_ ,y z (SEE ANCHOR SCHEDULE) CONCRETE 1X BUCK a' �• o * : z el-0 a co 2X FRAMING v c+ ■i d zm�w c-- c-- CONCRETE v 9 #8 X 3/4" —— " ' tti rL Nn"a 5 a o 0 a I° SELF DRIWNGSMS E6 z I a a A 4 o IIIA © 1/4" MAX. 1/4" MAX. 1/4" MAX. � (4)3/16"0 CONCRETE ANCHORS (8)#10x1-1/2' (SEE ANCHOR SCHEDULE) ° a a WOOD SCREWS c� © o? �o Wo x MULLION BRACKET ANCHORING ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK 2722BRACIOSHOWN (WOOD SCREW ANCHORING SHOWN) HORIZONTAL TRANSOM MULLION Z 325" vii z n OI O NW a a 0375' (8)#10 x ala" I I o SELF-DRRLNG SMS I I 2723 MUWON I I I I s 5 5" (6063-T6 ALUM) 7.6ir SELF-0RIWNG SMS VERTICAL MULLION z _ _ U 2723,2724 OR 2728 0 - 0 - -' - --225--_ __-_ 22S__ _ _ (UNDER SEPARATE APPROVAL) o 0.315 - 225'--- - —--- _—_ - - -- ---- ------ ----- -- u O - --- — - - ANCHOR MULLION TO MUWON— — -- -- - - -- --- - :21 - #10 PFH WOOD SCREW ~ WOOD 1318• 1' 1-1/B' M^0 0 N �i3 #10.16S8FDRDlING AAUN.OF3IHREPM N-o O $' c SHEET METAL SCREW STEEL M� 1" 1•I/B' zColwisayo c �� p•e MHESrEELsuBsnME a 2110109 e a C4 3/16.OPFH HOLLOWSLOCK 1-114' 1-1/7 T scA'E* N.T.S. m HILTI KWIK-CON IN M.9i: DWS CONCRETE 1-114' 1-1/T T cNK.BY.. LFS 3 MULLION ANCHOR BRACKET 2722 MULLIONWOOD FRAMING(S.G.>=0.42) DRAwwG NosANCHORBRACKEi502722 STEEL CONFORMINGTOASTM A653.16GA.,0DOMIN.THK:KNESSN=33A00PSLFu-4SAwPSq vi n (6063-T6 ALUM) (6063-T6 ALUM) SHEET METAL SCREWS(SAE GRADE 5?M.):HILTIKWIK-FLEXorELCODOL-M FL-6067.6 FOR WOOD SCREW OR MULLION TOMULLION ANCHORING FOR CONCRETE ANCHORING CONCRETE CONFORMNG TO ACI 30113XD PSI MINJ OR HOLLOW RLOCK CONFORMINGTO ASTM C90 5„EEr 4 OF 4 z