Loading...
HomeMy WebLinkAboutProduct Review Affidavit 06/30/2015-2:39pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH FMRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: . Roof /J�� ?Tributa Area 5 Ft ,q. Roof Tributa Area S F[ 1. TABLES ARE INTENDED TO QEP-1:.�IRST CASE'PRESSURES.'WORST CASE'IS Height 10 15 I�20/ 25 30 �4 " 4 50„. eight g0 15 20/ 25 30 35 40 45 50 DEFINED AS THE CR -OLQDITIOIITTOFWAU N OWN VARIABLE AS DESCRIBED BELOW. - ^T- _ USE OF CRITICAL CO'DI DI• N -SQUIRED FORiIJ Fj ITH THESE TABLES. -45.4 -45.2 -44.4 -43.8 -43.3 -4 9 5s 9, -55.02.TA8LE5 VALID O�L )LBa ilt�S�"OF?N} ROOF HEIGHT AS LIMITED ABOVE. 0-10ft �+.+.� ``�T 0-loft 3,TABLES VALID F Rn IRO_ jiER. APPLICABLE REDUCTIONS FOR ROOF SLOPES +42.7 +41.6 +40.8 +40.2 +39.7 + q3> $ 8. +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 `� LESS THAN SO°SHA FB IB�A(VI INEER AS A SITE SPECIFIC CONDITION. -47.1 -46.0 -45.2 -44.6 -44.0 4 6 2I: 4 9 45-C -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B L' AVEE OF HEIGHT.IF THE MEAN ROOF HEIGHT lift a• s yrs lift v }y X7�T +43.5 +423 +41.5 +40.9 +40.4 +9.q }5 339�2a:3$8.x° \ +43.5 +423 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF ED E-TI;('-E1,EAKa D E T. -47.9 -46.7 -45.9 -45.2 -44.7 -7474--3--"I 5. ALWAYS ROUND GHTS i6 E LE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft -� i 3 '21 12 ft '59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 6. CALCULATE THE TR18Ui'A�Y,�1'R, FST E OP NING IN QUESTION(HEIGHT*WIDTH)OR +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 - -9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)MI�JL IE EE AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 ft BUTARY +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 OPENAREAINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 ft +453 +44.1 +433 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +453 +44.1 +433 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 16 ft '503 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 16 ft -62.1 -59.7 -57.9 -56.6 -555� -54_.I T -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE. +46.4 +45.2 +443 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 +46.4 +45.2 +44 3 + 3 ++42 6t,+42.2T: +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 -62.8 -60.3 -18.1 5 2 2, �-'=- -54�'3E, 6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17ft 17 ft r `tT '^ +46.9 +45.6 +44,8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 +46.9 +45.6 +44,8 + ga.'_ +43'11*t42:Tm: 23 +42.0 GENERAL NOTES' 18 ft -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 18 ft -63.4 -60.9 -59.1 5 .8 156 5% 54 9, 4.1 -53.5 1.TABLES ARE TO 8E USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +473 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 +473 +46.1 +45 2 + j5 4:0= +43 5 ''} 4• +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -5 -3-`' '2>r-5 °f .4''$5'47_ -54.0 CRITERIA AS OUTLINED HEREIN. 19 ft 19 ft -„re rt.4. 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 +47.8 +46.5 +45.6 +44.9 +44.4 3.5 +43.1 +42.8 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +443 +43.9 +43.5 +43.2 20 ft +q8.2 +47.0 +46.1 +45.4 +44.8 +443 +43.9 +43.5 +43.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 22 ft -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY. -54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +453 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 50.2 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORRESROpIQING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft /-;°?r` 6 ft COEFFICIENTS LISTED-.H N,,EHAC:L BE,IIZCF ND VERIFIED BY THE GOVERNING +50.5 +49.1 +48.2 +47.5 +46 9 +4 .: •+45 5 +45.`2'- s +50.5 +49.1 +48.2 +47.5 +46.9 +4G.4 +45.9 +45.5 +45.2 BUILDING DEPARTM AN ERM HOLDER., •- RRANTY FOR APPLICABILITY OF TABLE -55.5 -54.1 -53.2 -52.4 -51 8 -5$31 0. 150 r5Q.1� -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFS DI 28 ft tt E �"50 1) 28 ft S.THIS SPECIFICA O I O 4N 'ED TQ 0_ ER ANY PRODUCT APPROVED +51.1 +49.8 +48.8 +48.1 +47.5 + .0 -+q�5. +�16 +51.1 +49,8 +48.8 +48.1 +47,5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RER 'TE2ARA'6EGl�SU MITTED TEST CRITERIA AND OTHER �30 f[ -56.1 -54.8 53.8 t-53.0 -52.4 -5 s9 �`` .5;�, ml 5�7 -693 -66.6 -64.6 `-63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DEG,` NST', TION'I!F MATION AND APPLICABILITY OF THESE TABLE L��J +51.7 +50.4 +49.4' +48.7 +48.1 +�j'S 7v a67� +,43 30 ft +51.7 +50.4 +49.4 ,448,7.I+48.1 +47.5 +47.1 +46.7 +46.3 VALUES WHICH IS 11W.0 V IE aBY°OTTt� fj$f,I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL Z CT:.QTEM ORDINANCES. 33 ft -57.1 -55.7 -54.7 -53.9 -533 -5 . '%-5 f5 .6 33 ft -70'4 '67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIO ''¢RROOE- R, INT OF THE HOST STRUCTURE. +52.6 +51.2 +50.2 +49.5 +48.9 +483 +47. X9;7 5• 1 +52.6 +512 +50.2 +49.5 +48.9 +483 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY P F ;yi IN,NO ADDITIONAL CERTIFICATIONS OR -57.9 -56.5 -55.5 -54.8 -54.1 -53.6 -53.1 -52.7 -52.4 -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61:1 -60.3 AFFIRMATIONS ARE INTENDED, 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49,1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 EAVE HEIGHT 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 rELEVATTON a ROOF -61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 I HEIGHT 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 G -62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 55ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 55 ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 5 5 a ® ® `d -63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -572 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 > QS 60 ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60 h +58.4 +56.8 +55.7 +54.9 +542 +53.6 +53.1 +52.7 +523 WALL ZONE FIGURES h IS RI En O K REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o_ D O z INITISSUE GSS TSB 03/05/12 o 0 0z m r REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 201[` EXPRESS K o -\ - 3 m REV 2014 FBC DGM TSB 06/10/15 lb( _ ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: °z om z z 160 SW 12th AVENUE SUITE 106 " z �. m - DESIGN LOADS FOR COMPONENTS &CLADDING T-�- z DEERFIELD BEACH, FL 33442 M. a m = MASTER PLAN SHEET m I I N I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O66O F:(9S4)3S4-O443 c�3 ) O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m O p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. v �y ADDITIONS,OR OTHER MARIUNGS TO THIS DOCUMENT ARE NOT ASCE 7 O E:HELLO@ENGINEERINGEXPRESS,COM y Z m O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM { r-j CD xb 1r0 O 'y 0 Pt -4 4 W 011 110 Nj r1i V O r'lI Florida Building Code Online Pagel of 3 '-w-oil ;'jr•,rira�','�:!:,rrw•cnry BCIS Home i Log In User Registration Hot Topic Submit Surcharge Stats&Facts i Publications FBC Staff I SCIS Site Map Links Search Busiries ') f Professi -R }F Product Approval tUSER:Public User Pwa Product Aeorovai Menu>Product or Aoolication Search>Aoolicajon List>Application Detail FL# FL14090-R Application Type R Code Version 2014 Application Status rov *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com �G Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory (:Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 12/31/2015 Florida Building Code Online Page 3 of 3 Other:Windows with insulated glass units wider than FL14090 R6 11 DP60- 36"require setting blocks.These windows do not meet 65 Lt1t 7x54 Installation Instructions.ndf small missile impact wind-borne requirements as required Verified By: Hermes Norero,PE 73778 by FBC,section 2411.3.3.7 when the exterior lite is Created by Independent Third Party:Yes annealed.These windows meet small missile impact Evaluation Reports wind-borne protection requirements as required by FBC, FL14090 R6 AE PER3104.pdf I section 2411.3.3.7 when the exterior lite is tempered. Created by Independent Third Party:Yes i Miami-Dade NOAs:Quanex Building Products,Inc PVC (12-1017.02 and 13-0425.15),Dupont SentryGlas Inter) yer 1-0624.02). 14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HV.UZ4,yes FL14090 R6 C CAC N1011745.01.01' Approved for use o e H Z:Yes Quality Assurance Contract Expiration Date Impact Resists .Yes 11/30/2017 Design Pressu e:+50/-50 Installation Instructions Other:Window glass wider than 36" FL14090 R6 Ir DP50 74x62 LMI installation Instructions.odf require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778 missile impact wind-borne requirements as required by Created by Independent Third Party: Yes FBC,section 2411.3.3.7 when the exterior lite is Evaluation Reports annealed.These windows meet small missile impact FL14090 R6 AE PER2692.pdf wind-borne protection requirements as required by FBC, Created by Independent Third Party:Yes section 2411.3.3.7 when the exterior lite is tempered. Miami-Dade NOAs:Quanex Building Products,Inc PVC (12-1017.02 and 13-0425.15),Dupont PVB Interlayer (13-0129.27). Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: N 50-71 ECiwa M seeuritvararr c, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 12/31/2015 MIN.DISTANCE MASONRY INSTALLATION FOR EDGE:21/2' d MASONRY aQ BLOCK 15.75"O.C. 5.5•YAK. '1 MAX.FRAME FROM CORNERS d 11/4 MIN. EMBEDMENT 11/4'MIN. EMBEDMENT 17.O.C. 1/4"MAX MAX.THRU 1/4'MAX 3• SHIM SPACE FRAME SHIM SPACE MIN.DISTANCE FOR EDGE 2 1/2° ° N 2.0 mm .N 2.0 mm 5.0 mm 30.. 2 7� a• GLA55 BITE --- 13.Omm MASONRY BLOCK ' � -4 DOW 995 GLAZING DETAIL JAMB SECTION(TYP) HORIZONTAL SECTION FRAME SECTION(TYP) VERTICAL SECTION 1/4"MAX 1* T SHIM SPACE WINDOW WIDTH(74•MAX.) I p .20 JE`M.E MENT Max Frame OP RATING IMP 'T A TYPICAL ELEVATION WITH FASTENER SPACING 4 74 x 62 +50/-50 YES V MASONRY BLOCK MIN.DISTANCE FOR EDGE:2 1/2" General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flange/frame to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete 2. All glazing shall conform to ASTM El 300. (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads Dupont/3 mm annealed. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Installation methods can be interchanged within the same-opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thefbuilding code. window to achieve the rated design pressure up to the size limitations ANt1itt �����i� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does • PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall �� Q' •• F �� -- 01/30/2014 i •. 'p Jn ErWE Klamath Falls OR.97601 conditions. For the complete installation procedure,see the instructions .r ;'�,� .• DRAWN BY: SCALE: with the window or oto � -7 � D.Vezo NTS Phone: (541)882-3451 packaged g I-• CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. J. Kantola 13 T/s,T il: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider DISCLAIMER: � ,9/ P :' 441 4u Masonry Installation(74" x 62") This drawing and its contents are confidential and are not to be �,�. • �� PART PRO E N0 reproduced or copied in whole or in part or used or disclosed to others '� a 0. D60�34� except as authorized by JELD-WEN Inc. See '�Ti��l ��2 !!Ie 398 INCTL210-3894- PFBCNAME AND LOCATION: CAD DWG.No.: REV: SHEEP 3 F4 Florida Building Code Online Page 1 of 3 n�I�;:r•3.�;, r;7a BCIS Home Log In User Registration Hot Topics i Submit Surcharge i Stats&Facts ( Publications i FBC Staff SCIS Site Map i Links 1 Search Business&l ProfessibrTal Product Approval USER:Public User Pr duct:approval Menu>Product or ADDlication Search>Application List>Application Detail mpwl RI FL1460 - Application Type Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard ;J thoard@eastemmetal.com Technical Representative Timothy].Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 1/2/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC N1006177.01-114-sioned.od Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-P.2-siQned.od Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 Other: Installation Instructions FL14604 R3 11 08-02477.od Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513233.odf Created by Independent Third Party.,Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC N1010607-P2-sloned.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size:W-48"H-72" FLIA-E04 R3 11 08-00556E pd Max.Vent Size:W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510945,odf Created by Independent Third Party.Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC N1010813-112-signed.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:+50/-50 Installation Instructions Other:Configuration:DIX Max.Frame Size:W-54"H-72" FL14604 R3 11 08-00558B.r.df Max.Vent Size:W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.61514 I.G. Created by Independent Third Party:Yes Evaluaition Reports FLI.4604 R3 Al 510947A-od Created by Independent Third Party: Yes 14604.4 series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin I Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC NI012533-R1-siQneCi.j)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size:W-48"H-72" FL14604 R3 11 08-00562B,12d Max.Vent Size:W-44,25"H-35"Glazing:3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE I 95Iodf L, O� k _L_Q_ F 3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange http://www.floridabuilding.org/pr/pr app dti.aspx?pararn=wGEVXQwtDqsw8ZVNfe8A7b... 1/2/2016 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC NI012533.01-R2.Ddf Approved for us VHZ:Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 02/28/2017 Design Pres re:+50/-50 Installation Instructions Other:Configura I Max.Frame Size: W-54"H-72" FL14604 R3 II 08-00564B.Ddf i Max.Vent Size:W-50.5"H-35.5"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes G Evaluation Reports FL14604 R3 AE 510953A.Ddf 1 FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes j 14604.6 [Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604 R3 C CAC NI009020.01-R2-sioned.2df Approved for use outside HVHZ:Yes FL14604 R3 C CAC NI009020 02-R1-sioned.ndf Impact Resistant:Yes FL14604 R3 C CAC NI009020.03-112-sioned.odf Design Pressure:N/A FL14604 R3 C CAC N1010670.01.Ddf Other:See drawing 08-02476 for design pressures. FL14604 P.3 C CAC NI010670-Ri-sioned.Ddf Quality Assurance Contract Expiration Date 04/30/2016 Installation Instructions FL14604 R3 II 08-02476.odf Verified By: Luis R. Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513232.odf FL1.4604 R3 AE NOA 14-0423.16.PDF FL14604 R3 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE0 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 click here. Product Approval Accepts: W RON N9'clog scc::uritvua.r mu.v http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQWtDgsw8ZVNfe8A7b... 1/2/2016 Ar REMSIONS REV DESCRIPTION DATEiF] A MANUFACTURER'S NAME CHANGE 03/04/096 REVISED PER NEW CERTIFICATIONS 08/20/14 NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-1`5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:03/11/2015 FASTERNARCMT CTU-STENS wqw- TABLE Eastern 10'NIEAST00 EW IAEMLSYPPLY1IIFOflTLIYERS.FL)]91t \ • E NI..T OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT k• 0 61 SINGLE HUNG WINDOW — 54" X 72" ADZ SHEET NO. DESCRIPTION NOTES T 1 NOTES ��•• Q DRAWN: DWG NO. REV //� OR1��•� \ 2 ELEVATION A.M 08-00564 B �%SS/pMAL 3 — 5 INSTALLATION DETAILS SCALE NTS DATE 08/20/14 1 SHEET 1 OF 5 /��111111111�`` REVISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. 53" MAX FRAME WIDTH B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 6" MAX. ---- 21".C.MAX , f _ 6" MAX. O J� 3/4" 6" MAX. 1/8" ANN .090" PVN BY EASTMAN / O / 1/8" ANN 1/8" ANN 12" / ALUMINUM REINFORCED MAX O.C. / BUTYL SWIGGLE SPACER SYSTEM 72" MAX 7/16" BITE FRAME / HEIGHT BACK BEDDING X GLAZING DETAIL SIKAFLEX 552 32 5/8" / MAX.. u / D.L.O. 3/4" Of 1/8" ANN .090" PVB BY EASTMAN 6" MAX. 1/8" ANN 1/8" ANN ALUMINUM REINFORCED 48 1/8" MAX. D.L.O. BUTYL SWIGGLE BACK BEDDING SPACER SYSTEM SIKAFLEX 552 RIES 2461 SINGLE HUNG WINDOW 7/16" BITE EXTERIOR VIEW r DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL"B" t50.OPSF LARGE AND SMALL MISSILE IMPACT SIGNED:03/11/2015 FASTERNAAMRMNOFISYSTEMS L"t'I II'/ WIN Eaystern IEASTERNMEAISYPPLY \\ n. LaX W ES-AVE FORT MYERS.FL33912 .,....,.w......... �...,.. 99wn.xzw `�,•�\CE S�,tP i SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =k• 0,r 951 SINGLE HUNG WINDOW — 54" X 72" ELEVATION ��f3SSSTAT OF DRAWN: DWG N0. 08-00564 RB �j�'/ S/�0RID�G\�w\� SCALE DATE SHEET �� O AL1 \\\ NTS 08/20/14 2 OF 5 111 Nir _ 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. BY OTHERS ° ° ° °4 B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. ° ° ° 1 1/4' MIN. OPTIONAL 1X BUCK ° ' ° ° ° ° EMBEDMENT SEE NOTES 3 — 7 1 MIN. SHEET 1 { � EMBEDMENT MENT CONCRETE/MASONRY O BY OTHERS 49 BACKER ROD 1/4" MAX, OPTIONAL 1X BUCK & APPROVED a SHIM SPACE SEALANT SHIM SPACE SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 3/16" TAPCON ° ° INTERIOR o° Oro 0 o°n 2 1/2" EXTERIOR 0 INTERIOR MIN. , ° p EDGE DISTANCE 9 a a � ° 0 BACKER ROD EXTERIOR & APPROVED SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRYINSTALLATION BACKER ROD APPROVED STRUCTURAL & APPROVED SEALANT. SEALANT 1/4" MAX. OPTIONAL IX BUCK � � SHIM SPACE NOTES: SEE NOTE 3 — 7 Q 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SHEET 1 NOT SHOWN FOR CLARITY. _ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY ° ° ° SIGNED:03/11/2015 BY OTHERS ° n Eastern EASTERN MCNITECTUl-SYSTEMS \` / A DNISIONOi �II1111 III n° ° EA TI MEratsrva�r \\\CJ R. Ld tAwl DOMESTIC AVE i TIMER&-3912 CROSS SECTION SERIES 2461 VINYL EQUAL LEG FRAME IMPACT fie41, 0 61 QLVERTICAL ONCRETE/MASONRYINSTALLAnON SINGLE HUNG WINDOW — 54" X 72" (,Ex _ INSTALLATION DETAILS ^'70• AT OF ty� r DRAWN: DWI;NO. REV 'OF3; OR10P G\ \Z7 ex SCAMDATE 08-00564 B //i/S/oNALtiE��\`\ NTS 08/20/14 5 OF 5 Florida Building Code Online Page 1 of 2 + u � a , 0 ��. . Sq Waft!" AJ- BCtS Home I Log In ! User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links i Search Busnes al ' , �sERPub Professibrrc User Approval uaion, Product Aoorova'Mem!>Product or ADDli[ation Search>Aoolicatior,List>Application Detail r -u FL 4 FL17472-R1 akE Application Type � Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@eastemmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category find.-sSubcategory Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6Av... 1/2/2016 Florida Building Code Online Page 2 of 2 Date Submitted 03/24/2015 Date Validated 04/02/2015 Date Pending FBC Approval Date Approved 05/08/2015 Summary of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-104CA.'R.vdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2018 Design Pressure: N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R1 11 PA-0004 HVHZ SS.20IS-02-28.odf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party.Yes Evaluation Reports FL17472 R1 AE PER3286 HVHZ SS 20115-02-28.0 Created by Independent Third Party:Yes 7472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ-Yes FL17472 RI C CAC 622-101CAR.odf Approved far use We HVHZ.Yes FL12472 R1 C CAC 622-102CAR,j)df , Y Impact Resista IS FL17472 R1 C CAC 622-103CAR.odf Design Pressure. FL17472 R1 C CAC 622-105CAR.Ddf N/A Other:See Drawing set for mullion size,configuration and FL17472 R! C CAC 622-106CAq.odf design pressure rating Quality Assurance Contract Expiration Date 07/18/2018 Installation Instructions FL17472 R1 11 PA-0003HVHZ SS201S-02-28.9df Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R1 AF PER3285 HVHZ SS 2015-02-28,Ddf Created by Independent Third Party:Yes Back 6.x11 Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cgi;lynht 2007-201,3.State of Florida,::PDyLacv 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 click here. Product Approval Accepts: Fig 99 99 M 'ecu1itv'xF.I'RT<s- http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6Av... 1/2/2016 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: I 'WI 'W2'— r'Wl'—I—'W2 4 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION M M FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 , / \� MULL INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. M M SPAN'L' ANCHOR CLIP, 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP t__ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. VERSPAN S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN'L' FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLITOyP �/ 01 I/ SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, W2� A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 0 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. 0 WI 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYP 4 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL EET" MULL SPAN MULL INSTRUCTIONS: ISPAN'L r 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: E /1 • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. 0 • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. 0 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. A 4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CLIP A55EMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 _ V X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES 7 - V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES - 8 - 1"X 4"MULLION DESIGN LOAD TABLES t1111I II FJ// REVISIONS EASTERN AA DMSCTDNAI SYSTEMS 9 - 2"X 4"MULLION DESIGN LOAD TABLES `���S�oes F. // �,•� Eastern EASTERNR FETAL SY �- • / A _ IODIO BAVARU ROAD 10 - 2"X 6"MULLION DESIGN LOAD TABLES ��Cv /� ,....;..w.�:::..•.::u a'�a«}c FORT MYERS.FLORIDA p)91l � �:'���•• �•. rw AH eDDeI13261 11 - MULLION ASSEMBLY AND LOAD EXAMPLES TITLE: 7�':_i._ = HVHZ CLIPPED ALUMINUM TUBE MULLIONS * VERTICAL AND HORIZONTAL CONFIGURATIONS ro T/{T rr GENERAL AND INSTALLATION NOTES I� `, w� • W DATE:DRAM BY: PREPMEDDY: Digitally signed by Hermes F.Norero,P.E. = o :, ( 0P:' 40 T � 02/05 13 TJH BVILDINGD0.0PS,SNC. // • ,•••• G\ \\ DRAWINU ND: SG1lE: ' Reason:I am approving this document /j FtyNDRERR.� FBPE CERTIFICATE OF Date:2015.02.28 12:45:10-05'00' 73 S9B EASDWAC � PA-0003 N.T.S. AUTHORIZATION N0.29578 6I E SIB SNEET: REV: RTPC CERT.OF AU1f1dlIZA�ON NO.1,57, DY DAT[ OESCNIPTION REV 1 OF 11__ — 2.000" 0.250" 1.000" 2.000" �— 1.000" —�� ��-- 1.000" 0.250" 0.250" 7 6.000" 0.125" 0.125 4.000" 4.000' 3.125" 3.125" 0 0. 0.625" 0.250" 0.250" J 0.250- I"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR UALIFI QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. REVISIONS ._ EASIERNARCRREOTURALSMEMS F. O ���� Eastern EASTER MIETALSYMY `�\�� '•• - �� � FORTMYERS.FLORIDA 33913 4•i�Lsi •�.O ^ �'" 900J32-7200 7, 11T1E' vHVHZ CLIPPED ALUMINUM TUBE MULLIONS * '� VERTICAL AND HORIZONTAL CONFIGURATIONS 'fl - TAT� � o: = UL 10 CROSS SECTIONS � � / • �(/ � DATE:DRAWN BY: PREPAgEO BY: L S 13 TJH BUILDINGDROPB.INC. �j �\ �� FBPECERIIFIGTEOF f"�jj�\\�` 003 N.T.S. lAUTHORRATIONNO.2957B ESP[CEflT.Of AUIHdillAllON N0.285TBDESCRIPTI0.Y 11 — 411 I 5 1— 4,1 ,1 I I 511 I o 0 2.25" o � 2.25" j 2.25" 1.75" 2.625" 3.375" 0 2.25" 0 0 2.25" o I–i T0 4.625" 5.375" 0 � 0.125" f 2.25"� � 0.125" Z" 0.125" 2' �_ T 0 0 11 } 2" X 5" X 13/4" L-CLIP 2.25 2" X 5" X 2 1/4" L-CLIP0.125' 2" 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 1 ALUMINUM 6063-T6 2" X 4" X 5 3/8" L-CLIP 10.46" I ALUMINUM 6063-T6 2.50" 0.722"—I 2.25" 0 0 2.25` O o I 0.722"–�� �f 10.46" 2.25" 0 2.25' 0 � 11 r `O 2.25" 0 2.25" 2.335" 2.25" 0 U-T U-1 0.188" ` 1.25" 0 2.25" 0 2.25" o 2.125" 2.125" 0.188" 10 15/32" X 21/4" H-CLIP 21/4" U-CLIP 13/4" U-CLIP 1.25" UM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 T 10 15/32" X 13/4" H-C'I P ALUMINUM 6063-T6 8.25" 2.25" 2.25" —2.25" 0 0 0 0 2.625" FASTERNARCARECTURALSYSTEMS REVISIONS arm Eastern "DNLETA Dv EASTERN METAL SYPPLY 0Es•S'�`F•.•• �• ���i � 1..^ lNW1=8AVARK,ROAD <` . � FORT MYERSFLO— 33913 0.125" r TITLE:.•K•�- eao+Jzazol HVHZ ALUMINUM TUBE MULLIONS 0.875"�� =* *__ VERTICAL LIANDDHORIZONTAL CONFIGURATIONS 0 Y CLIP DETAILS 9� DATE:DRAWN BY: PREvpRED BY; 8 1/4" X 3 3/8" H-CLIP �'o� :9cc�1zfoP: z��' 02/os 13 TJHAVILDINBDROPS,INC. �� `(i `\\ oRAWINONO: SCALE: FACE CERTIFICATE OF ALUMINUM 6063-T6 ��pql i.'AWE'R G�� PA-0003 N.T.S. }Y AUTHORIZATION N0.29978 388 EASTEpAWAfM7fLW'{ ��38 SIIEF.T: REV: DANfN/PACiL f1 STA.r BY DATE DEBCHIPTION Rfl' 3 OF 11 – 3DBF CERT.Oi AVThMItAh�N N0.285]8 INSTALLATION ANCHOR(SEE NOTE 2 1/2"MIN. INSTALLATION INSTALLATION HORIZONTAL SHEETS 6-10) EDGE 'IST�. ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES-7", EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP, CONCRETE OR A MASONRY BY OTHER CAULK BETWEEN EXTERIOR MULLION CLIP ,(-. . . . 4 11/4"MIN. 3/4"MIN. CONCRETE/MASONRY A IX EDGE DIST, P. WOOD BUCK BY OTHERS EMBEDMENT 'U'CLIP TYP, 1X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS-7— T M E 0 0 SN T CONCRETE OR OTHER'— o CAULK BETWEEN ,V MULLION CLIP CONCRETE/MASONRY A 2X VERTICAL_ I 'S TYP. WOOD BUCK BY OTHERS MULLION,TYP. ot, )C 2 X WOOD BUCK OTHERS EXTERIOR INTERIOR BY OTHERS '---�-MVLLION INTERIOR TYR "ORIZONTAL SECTION -,\-MULLrON TYP. A T-MULLION INTERSECT DETAIL rC�HORIZONTAL SECTION SIDE VIEW R BERTICAL SECTION AJ JAMB-2X WOOD BUCK 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL SIDE VIEW-VERTICAL INSTALLATION ANCHOR(SEE NOTES HORIZONTAL SHEETS 6-10) EXTERIOR INTERIOR MULLION,TYP. MULLION NOTE EXTERIOR INTERIOR Typ. "U MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR ED '-Typ. ALL MULLION I CLIP ASSEMBLIES, SEE SHEETS6-10FOR ALLOWABLE -VERTICAL MULLION CONFIGURATIONS,SIZES, MULLION,TYP, " MULLION CLIP AND DESIGN PRESSURES. TYP. (: HORIZONTAL SECTION \,�4 X-MULLION INTERSECT DETAIL 4 11/4"MIN. SIDE VIEW .4 EMBEDMENT PRECAST SILL BY OTHERS s F REVISIONS EnSfiern 0 4 INSTALLATION NOT ANCHORNOT- 0 2 1/2'MIN. HVHZ CLIPPED ALUMINUM TUBE MULLIONS E7. . � 1-10) EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS SHEETS L[ ­4f- _ INSTALLA ION DETAILS ERTICAL SECTION ToTt PATE:DRA%VN BY; M REV- SILL-CONCRETE/MASONRY 02 05/13 TJH SIDE VIEW-VERTICAL .7 'Hp PA-0003 AUF8 ECERTIFtCATEOF 398 A-0003 N.T.S. ORMATTONNO.25578 I c D FL REV "OF 11 E cmT TA -0'07BV GATE tlE$CRIPtiPR- VERTICAL MULLION U—CLIP TO MULLION CONNECTION HORIZONTAL MULLION H—CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 — 10 H—CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH V x 3 I!8"MULLION AND H—CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS 1/// REVISIONS EASTERN ARCHITECTURAL SYSTEMS F. O'//��, ap, EAST ERN MEITTAL SYPPLY �( L astern ` //��\'•,•• , 'i „'•".rA..::::.':'w.n'n,u"�u o',cru Riff RAvwnw RDAo `C- • • � �(Y FORTMYERS.FLORIDA 33913 S 7 TIT E Y HVHZ CLIPPED ALUMINUM TUBE MULLIONS * * = VERTICAL AND HORIZONTAL CONFIGURATIONS - MULLIION AND LIP ARSFMFILY DETAILS T�T P•.,���``' DATE:ORAWNDY: PREPMED BY: 02/05/13 TJH BUILDTNG OROPS.INC. �� •• ,,,,,.y•�G\ `\ DRMMNONO SGLE: ^ FBPE CERTIFICATE OF NDR73 ��� PA-0003 N.T.S. .I s AUTHORILITION NO.29579 398 CAS BY DATE DESCRIPTION Rte, SHEET: REV: DANI f11TRWd8�iAT10N 5 OF 1 1 — iBPE CEflT.OF AU N0.2BS]B DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS 1.000" MULLION MULLION II SPAN'L' TRI WIDTH'W'IN. (IN.) 18 24N41.531.1 42 48 53.125 54 60 24 200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0200.0 200.0 200.0 200.0 200.0 0.125" 200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0 3.125" 60 200.0 200.0 .0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 .3 77.7 71.1 67.2 66.7 63.8 84 101.0 76.9 .5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 .2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS 108 97.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 } 0.375" J DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" LIGHT-TWO-WAY MULLIONS 111 X 3-1/811 (LIGHT) MULLION -' SPAN'L' TRIBUTARYWIDTH'W'(IN.) ALUMINUM 6005-T5 MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 Wl W2 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 1 29.8 9666.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 I_.I_II-e-I IDB 46.7 35.0 28.0 23.3 26.0 17.5 15.8 15.6 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: I. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. QUALIFIED ANCHOR CLIPS 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS APOONS o ° ° •METALE%4"1SELF-DRITLLING SCREWS(GRADE 5) ° 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.6.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ° 211 X$11 X 2 1/4" L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE PSL HORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2 1/411 U-CLIP ALUMINUM 6005-T5 ALUMINUM 6063-T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. **MUST BE USED IN PAIRS IB GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. U-CLIP FOR USE ONLY IN MULLION-TO-MULLION EASTERN ARCHITECTURAL bYSTEMb ,,,11111,,, REVISIONS Eastern CONNECTIONS o 0 o ��eS F 0 ��i �� EASTERN ETALswPLY FORT WERS.ARORI `\ �\�� � -.,•� �% _ Y r - - FORT AttER3.FLORIDA 3]913 TITLE: NOTE:SEE SHEET 3 FOR SPECIFIC HVHZ CLIPPED ALUMINUM TUBE MULLIONS o 0 0 "N 7�.•�.. CLIP TYPES AND DIMENSIONS. - / ° * = VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 3 1 8" LIGHT MULLION 10 15/32° X 2 1/411 H-CLIP ^ TT� liF DATE:DRAWNBY: PNEPARED BY: ALUMINUM 6063-T6 �� 02/05/13 TJH /� (C . G,� \\\ OIWWIrvG NO: SCALE: ' FBPE CERTIFICATE OF �� 0 �•`�\�` PA-0003 N.T.S. :I•Ay AUTHORIZATION 140.29578 398 EAST 1 }TEAC„1N1a6TE:338 '"ET REV: DAN IA 666EMH WEM BY MTE DESCRIPTION REV 6 OF 1 1 - FBPE CMT.OF AUIRORRATION NO.29578