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HomeMy WebLinkAboutProduct Approval 08/1712016-11:1Oam RECEPTION V:\ProjeGts\_2014-MPS\400 Wind Charts\_Reference\00.MPS14-400 Series C&C(Current)Jeff.dwg - Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft_ -��- Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEP,[CT-THE_WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 -40 50 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR L W, -AN. UNKNOWN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO DITIONB`REQtHi2_ FOR USE' ITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3,T9 - T3" --?0 -50.6 -07.22.TABLES VALID O�ILCYO�Tg�LLD{(�GS��� ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 1 0-15 ft 3 TABLES VALID FOR�"ALL RL10FFi11CP �, APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 +3 7 #34` 4:1 3:R j� +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA 4 B RE R'{, E -1 FFR AS A SITE SPECIFIC CONDITION. •41.6 -40.5 -39.8 -39.3 -38.8 -3 .4 81 3j,?8] -3 6 -51.3 •49.3 -47.8 -46.7 •45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BL!)(?IfTG`MEQN(AVE GE ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +3 .2 -+3_. 34,6 4 p 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFI D_lUS�T'dEIP,EAK R•Q, I IG}IT. -42.1 -41.1 -40.3 -39.8 -39.3 -38�J- T 383- - 0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44,4 -43.8 5.ALWAYS ROUND P�O�OF- EI-FF O CJ(a�Tl�BLE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRIBOTAARE{{��zOF;HE OPENING IN QUESTION(HEIGHT*WIDTH)OR 17 k +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 '+ _-F3.7 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT) KO_ +38.8 AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -02.6 -41.6 -40.8 -00.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -05.5 -04.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 f[ 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45,4 44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 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 -43.6. -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 h +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -04.0 -42.9 -42.2 -41.6 -01.1 40.7 40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -49.5 A7T -47,0_;4_6.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + F2'-±37_ 3 +3fi:9I 6(' +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -01.5 -01.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5?0 I - -3 r5 :8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22ft +41.0 +39.9 +39.1 + .5 38;,_ 7,!6] 7., 37.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5'4 I 4 .6 -4' 9 47.3 -46.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft 23 k +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +3. -_+_. +38.0 7 ; 3.3 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50:9-,..._�9-'-0. - - -.4 - .7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 _-+38.0 +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -01.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 2S ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 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 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -02.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 h +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -03.3 -42.9 -02.5 -42.2 41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.33.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. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 42:5' 42.2-, -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -09.3 -48.7 USE OF THESE TABLES AND CORR�ESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED.HEREIN$HAEL-IBE DIcrATED_AND VERIFIED BY THE GOVERNING 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39:6--,+39. .986I -28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTME(dT- ND..eERM OLDER.N gRRANTY FOR APPLICABILITY OF TABLE -07.1 -46.0 -45.1 -44.5 -44.0 -406 --4;,14c =4 - - ?6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE 15 OFFERE�D�F�AIERIY-�.�r,;,,� / 29 It ) 29 ft 5.THIS SPECIFICA�O(,J I OTYfVTEA)QE T• R ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3 9,-+ +3 . , 8: +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE R�TO:AN EE_LiRA`fF1Y�- BMITTED TEST CRITERIA AND OTHER 30 ft `47'4 -46.3 -05.5 -44.8 44.3 -0 T9 :' 143'2 -0 9 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 49.4 APPROVALS FOR DES.GO_f(,IFFJ.td,�T'gAA�L�TION11,fjIF(�RMATION AND APPLICABILITY OF THESE TABLE +43.7 +42.6 +41.8 +41.1 +40.6 +4Q 2 �3 . +39.5 9,t +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS T BB VERjFBY`OT Eg Ifl��ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL�,QCAt IMP 0 M ORDINANCES. -48.1 -46.9 -46.1 -45.4 -44.9 4C5' 451 3. 4 i -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION-'ISTOF,�ERED-FA�7 E INT OF THE HOST STRUCTURE. 32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3- 4.�._ '9,7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PROVIDEH EIN,NO ADDITIONAL CERTIFICATIONS OR -49.0-_-47.8-_-47.0_ -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 k _-__ _ _-___ ---35ft- PEAK ROOF -------- -a=-10% LEAST-HORIZONTAL OF MRH, +45.2 +q4.0 +43.1 +42.5 +42.0 +q1.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1+42.5 +42:0 +41.5-+41:1 -+40:5--+40:5 -- - -50.4 -49.2 -48.3 -47.6 -07.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL -HEIGHT-------- - --- 40 h +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -51.7 . -50.4 -09.5 -48.8 -08.3 -47.8 -47.4 -47.0 -06.7 45 f -63.8 -61.3 -59.5 -58.1 -57.0 -56.0._-55.2 -54.5 -53.8 HEIGHT HT =45.ft- +47:6 +4_6:4- +45[5- +44.8 +44x2- +43;8 +43:3- +43.0- +42.6 _ __+47.6-=+46.4 +45.5 -+q4.8 =+q4.2-•+43.8 -±43.3 +43.0 +42.6 ROOT HEIGHT_ soft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -07.7 50ft -65.2 -62.6 -60.8 -59.4 -58. +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 O - -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 48.7 -66.5 •63.9 -62.1 -60.6 -S9.4 -58.4 -57.6 -56.8 -56.1 ® I L} E ssft a ® a +49.7 +48.4 +47.4 +46.7 +46.1 +45.fi +45:2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 -+q6.1 +45.6 +45.2 +44.8 +44.5 _ _-54.9 -53.6 -52.6 -51.9 -51.3 -SO.8 -S0.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVA ON+50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 It +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 W%LLZONE FIGURES ISOMETRIC En $ REMARKS DRWN CHKD DATE > o `, INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING -> O mT m 3 cl cl 73 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2014 m om r ' REV 2014 FBC DGM TSB 06/10/15 ( ) lz)(EXPRESS(D p 00 �.< Am z = ASCE 7-10,CHAPTER 30 CORPORATE OFFICE: Z Z m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 $; I `' z ~` DEERFIELD BEACH, FL 33442 aI � y MASTER PLAN SHEET t� m T THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-D66D F:(9S4)B54-D443 p l Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z y WRIREN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGD(PRESS.COM y z I-'� © ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 ENGINEERINGEXPRESS.COM LAI w PERMITTED AND INVALIDATE OUR CERTIFICATION. j �/. Florida Building Code Online _� - 'r..«"�^ems' ,p- ^,-^—re'»b:- � r ',�j{- a ...ax ��z�' r r ld7'� f ry w../ YYUW a kg A .a»,o. .ar.�a>w•. - .. # ezW 'r'fxdN y BCISHome Log In User Registration Hot Topics ` Submit Surcharge Stats&Facts 'Publications! FBC Staff BCIS Site Map Links Search b a r , P ;;e)Product Approval d ,tx �$� f, USER:Public User it Product Aooroval Menu>Product or Anolication Search>Aooli ation Lis >Application Detail al -a i FL# FL20101 a �,a Application Type New Code Version 2014 �! 1 Application Status Approved + r' *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by f. a> f the POC and/or the Commissionijif necessary. Comments -f Archived 6 ' _ Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive d� { North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 !�' Jonberrian@slbp.com I Authorized Signature Jon Berrian j t Jonberrian@slbp.com i k I y Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive E s North Brunswick, NJ 08902 Y (732)435-1000 1 �! it s jonberrian@slbp.com xr 'j i 3 � H: s Quality Assurance Representative ''J Address/Phone/Email # Category Exterior Doors J Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing J {�Y Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year(of Standard) Standard Year ,w �f fib i AAMA/WDMA/CSA 1011/I.S.2/A440 2011 st TAS 202 1994 i 1 Equivalence of Product Standards Certified By 1 ? I http:f/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRc%,%2firssBMnxJ056BOgE19gHj8rEOAro/2tSnGNQ%3d%3d[8I9/2016 1:50:50 PNQ i Florida Building Code Online Product Approval Method Method 1 Option A 5 I i d Date Submitted 05/05/2016 Date Validated 05/10/2016 i Date Pending FBC Approval Date Approved 05/11/2016 i c 7 Summary of Products ', FL# Model, Number or Name Description ;� I 20101.1 ;Series 5500/5700- Model Sliding Patio'Door 5502HV/5702HV r Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20101 RO C CAGI 5502HV-5702HV CCL.pdf �; •"-" Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 6 j Impact Resistant: No 01/07/202lt , Design Pressure: +50/-50 Installation Instructions Other: See Installation Instructions,SWD003,and Product FL20101 RO II SWD003 SS 2016-04-24.pdf 3 Evaluation Report, PER4236, for installation requirements and Verified By, Hermes'F. Norero, P.E. Florida P.E. 73778 r limits of use. Created byjIndepentlent Third Party: Yes Evaluation:Reports; xr FL2Q101 RO AE PER4236 SS 2016-04-10,odf i Created bylIndependent Third Party: Yes IFM 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 x` rk# Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section i 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 ar'e,public record.If you do not wish to supply a personal k 3 address,please provide the Department with an email address which can be made available to theipublic.To determine if you are a licensee under Chapter 455,F.S., f ' please click here. e Product Approval Accepts. t-i I ii eC hegk I � � Credit Card Safe r itf I I i I i• it a, I I , I , i I htip:,'/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%2f5rssBMnxJ056BOgE19gHj8rEOAr%2fSnGNQ%3d%3d[8i/9/2016 1:50:50 PM] I LYIC,f�U`, Jrz :_a11fnar_k8 Cerfgficate of_ _. WDMA Conformance and License (CCL) - ate,;°`3iratve 5ystc�tsems,In°agc"'en„ c. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate 440-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101/I.S.2/A440-11 Class R-PG50;Size Tested 1819mm 2026mm F3692.02-109-44 2/19/2016 1/7/2026 1819mm x 2026mm(72 x 80) Type-SD;DP+50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-046.27 5500-5700/5502HV-5702HV 2 Pnl Patio Door TAS 202-94 72 x 80,DP+50/-50 psf 1819mm 2026mm F3692.01-109-18 3/17/2016 1/29/2026 WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered By. /flG - - John AdcFee, VP of Certification Programs, Ti-D_tl-1 Hallmark Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by By. Rhonda Schot_,,4uthorized Representative, A.IfS WDMA, and are subject to regular follow-up inspection and test. It is further - --? certified that samples of the product set forth above were tested and found to Program Sponsor: Program Administrator: comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N.Wabash Avenue,Suite 2000 PO Box 730, 100 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL(312)673-4828 www.wdma.com TEL(315)646-2234 staff@amscert.com ND-20 10/14/09 Friday, April 01, 2016 Page 1 SILVER LINE BUILDING PRODUCTS SilverLine 4Andersen INSTALLATION NOTES: SERIES 5500/5700 wiuoows•000as 1. SONE HOW INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION MODEL 5502HVI5702HV PATIO DOOR NoarHa 752)435-10 o99oz SHOWN.N. PH:(752)435-1000 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM > oo NO MBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE (NON-IMPACT) Z m ^ M m R MAXIMUM SIZE LISTED. o\O N w m 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 Z n m c O O O - INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS o p0 ¢j (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. j ID w¢ ¢w Za0¢ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING a Z w m H m o SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE GENERAL NOTES: O Q SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED LUm a Z ^ OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS lii Q w p u"i MANUFACTURED TO COMPLY WITH THE STH EDITION F2 a °' 5. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING (2014)FLORIDA BUILDING CODE(FBC),INCLUDING HVHZLU SHEET REVISION SHEET DESCRIPTION LU m = USE#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH AND HAS BEEN EVALUATED ACCORDING TO THE a MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. FOLLOWING: 1 - INSTALLATION 6 GENERAL NOTES W • AAMA/WDMA/CSA 101/I.S.2/A440-11 F- 6. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO • TAS 202-94 2 - ELEVATION,ANCHOR LAYOUT 6 GLAZING DETAIL Q CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH 3 - VERTICAL 6 HORIZONTAL SECTIONS(THROUGH FRAME) DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH 2. ADEQUACY OF THE EXISTING STRUCTURAL MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.11/2 INCH CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 _ VERTICAL 6 HORIZONTAL SECTIONS m EDGE DISTANCE. ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF (OPTIONAL ACCESSORY FLANGE) ,^ WITHSTANDING AND TRANSFERRING APPLIED PRODUCT v I 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE Z 410 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF O OF 3 THREADS PENETRATION BEYOND METAL WALL. INSTALLATION. 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 2 FOR FURTHER DETAILS OF BUCK INSTALLATION. 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF ' cc CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE W h COATING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR a A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, MAX OVERALL SIZE INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE DESIGN MISSILE FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN WIDTH HEIGHT CONFIG. Z TING _. - BLOCK. _ - _- _ NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT -- ---- - — -- APPROVAL-TO BE OBTAINED FROM MIAMI-DADE RER OR- - -- 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR AHJ.. 71 5/8" 79 3/4" -- --XO -- -.507-50 PSF -Z - - --- - MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON SPECIFIED BY THE ANCHOR MANUFACTURER. - THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON -6. FRAME MATERIAL;PVC- --_--" SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: - - ) r-*- A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 I B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEET 2 FOR GLAZING DETAIL. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUTCONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D.HOLLOWBLOCK CMU-MINIMUM COMPRESSIVE SITRENGTH OF 2000 PSI. T STRENGTH MS TO ASTM C-90 WITH PRO,`,•A,� E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS P OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2"EDGE DISTANCE. co T -a F. ALUMINUM-MINIMUM ALLOY 6063-T5.MINIMUM WALL THICKNESS OF Cri m m W -1 VI 1/16".MIN.1/2"EDGE DISTANCE. a m 3� Digitally signed by Hermes F.Norero,P.E. p p V U) Reason:I am approving this document Date:2016.04.24 14:07:29-04'00' DWG#: Si 0003 FL#: FL20101 SHEET: 1 OF 4 Silvertine MAX.FRAME byAf1detsen WIDTH 715/8" B F MAX.DLO. 6"MAX. 15"MAX. 3 4 WIDTH 31O.C. FROM wlx RRws.RRRRs --CORNERS TYP. ONE SILVERLINE DRIVE NORTH BRUNSWICK.NI 06902 PH:(752)935-1000 H G D C r*-at �� HmS MAX.FRAME 3 "0" ��X^ 3 "0" " ' Q o m''+ d o m HEIGHT 79 3/4" x N a =a _ m E 13 1/2"MAX. o zo U=z I O.C. J a -cAI Z m MAX.DLO. 2 o a p, a a N m o HEIGHT 73" 0 >d w ?o Z w w ¢ w p P L Wim aC m a a A E 6"MAX. } 3 4 FROM J a CORNERS TYP. ELEVATION ANCHOR LAYOUT SLIDING GLASS DOOR THROUGH FRAME INTERIOR VIEW Z O Z NOTE: r_ 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE 3/4"O.A.I. GG. OF- �GLA55 �""� v ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER CONSISTIN1/8"TEMPERED W n SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C. Lu SPACING SPECIFIED IS NOT EXCEEDED. 1/2"AIR SPACE a 1/8"TEMPERED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. INTERIOR _ 1/4"ITW TAPCON ANCHOR — - - - - -EXTERIOR___ �� _ �\ INTERIOR 6"FROM CORNERS / \ Z 16"MAX.O.C.THEREAFTER �i -2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT ❑ \ ��� ��,,,...a3�ti�r o ---- _-1 1/4"=MIN.----'-- __ _. _ -- - - --- -- _ _.- -- - --.:__Ed - - - - --- �971 - ` �� _ - WINDOW FRAME.-- __-- :. _ __-- ---_-- --- -- _-_ -_ _EMBEDMENT BY OTHER �e `GINTERLOCKREINFORCING 3/32"SETTING BLOC _ MIN.GLASS 1 I/2"MIN.EDGE GALVANIZED STEEL o BITE 1/2" y j DISTANCE , EXTERIOR GLAZING DETAIL 1 11/2"MIN.EDGEp DISTANCE ` CONCRETE/MASONRY 12 BY OTHERS HORIZONTAL SECTION NOTE: m�, m�, ALL GLAZING CONFIGURATIONS SHALL COMPLY ¢Q Z x ILU ¢~ 2 MEETING RAIL WITH SAFETY GLAZING REQUIREMENTS a o a u `)Z BUCK INSTALLATION DETAIL OUTLINED IN CURRENT FBC AND/OR A5TM E DWG#: 1300-04. S W O®®3 SHEET: 2 of 4 #10 WOOD SCREW Silver Line INSTALLATION ANCHOR byAndersen CAULK BETWEEN 11/4"MIN.EMBEDMENT CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY&1X 3/4"MIN.EDGE WOOD BUCK BY OTHERS 1/4"MAX. CAULK BETWEEN wiHDow—Doons CONCRETE/MASONRY&2X DISTANCE SHIM SPACE INTERIOR ONE SILVERLINE DRIVE WOOD BULK BY OTHERS 1 1/2"MIN.EMBEDMENT NORTH BRVNSWI5-1000 8902 ' a• 11/2"MIN.EDGE o PH:Q52)435-1000 2X WOOD BUCK DISTANCE �� SEE GLAZING BY OTHERS ❑ DETAIL,SHEET 2 1/4"MAX. } 2 Z m EXTERIOR FINISH SHIM SPACE Q i m z vi o BY OTHERS ❑11 0O ❑0 j 3/16"ITW TAPCON �o \ >o N PERIMETER SEALANT Q INSTALLATION ANCHOR ( o O o o a u" a, U) .. �r au m BY OTHERS Q CONCRETE/MASONRY Z � / �¢ i¢ m BY OTHERS Q _ a a a¢m FIXED HEAD REINF. EXTERIOR o m N Z¢ O.A. 1X WOOD BUCK o a H UNIT GALVANIZED STEEL / w w m o Z m HEIGHT (OPTIONAL)BY OTHERS w > w¢ <^ ¢ o a EXTERIOR ( // INTERIOR EXTERIOR FINISH w m 3 BY OTHERS O.A. a SEE GLAZING ;z UNIT w DETAIL,SHEET 2 PERIMETER SEALANT BY OT WIDTH 0 VERTICAL SECTION 11X NTAL SECTIO 3 THROUGH FRAME/NO FLANGE HEAD-2X WOOD BUCK3 FRAME/NO FLANGE WOOD BUCK INTO CONCRETE/MASONRY ` In 0 H z H H 1/4"MAX. 1 SEE GLAZING SHIM SPACE - 3 THREAD PENETRATION Lutn Lu DETAIL,SHEET 2 BEYOND METAL FRAME O.A. EXTERIOR /� INTERIOR INTERIOR i � � ao� UNIT \ / 3/4"MIN.EDGE HEIGHT -__ /____ _ _� -- -- - - - - -- --- — - LJ ----- DISTANCE FIXED SILL REINF. ( } Z GALVANIZED STEEL Q \ #10 SELF-DRILLING GRADE 5 � ��i �J 1/4"MAX. S JyO ���! "' -- -- SEE GLAZING ❑ !..��yii° INSTALLATION ANCHOR PERIMETER SEALANT _ o - - — SHIM SPACE- -_- "-' -DETAIL,'SHEET 2 BY OTHERS ��❑ s �" �Q°�P METAL SUBSTRATE BY OTHERS r (SEE INSTALLATION NOTE#12,SHEET 1) LL EXTERIOR FINISH 11/4"MIN.} _ BY OTHERS EMBEDMENT EXTERIOR SHEATING BY OTHERS EXTERIOR FINISH BY OTHERS a } CONCRETE/MASONRY BY OTHERS 11/2"MIN.EDGE O.A. PERIMETER SEALANT BYUNIT * �� 3/16"ITW TAPCON DISTANCE WIDTH OTHERS cO n m kn F INSTALLATION ANCHOR a o M u Z A VERTICAL SECTIO HORIZONTAL SECTION DWG#: 3 SILL-CONCRETE/MASONRY JAMB-METAL STUD �`•irfil/{,®��� THROUGH FRAME/NO FLANGE THROUGH FRAME/NO FLANGE SHEET: 3 OF 4 CONCRETE/MASONRY BY OTHERS Silver Line CAULK BETWEEN bSA11de1Sen CONCRETE/MASONRY&2X WOOD BUCK BY OTHERS 2X WOOD BUCK 3/4"MIN.EDGE #10 WOOD SCREW 3 THREAD PENETRATION ow BY OTHERS DISTANCE INSTALLATION ANCHOR BEYOND METAL FRAME -y WINDOW S•DR ORS 1MAX. CAULK BETWEEN ~I~ SHIMM SPACE NOONE 5ILVERLINE DRIVE 2X WOOD BULK BY OTHERS& a RTH BRUNSWICK,NJ 05902 11/2"MIN.EMBEDMENT PH:(752)9351000 OPTIONAL FLANGE 3/4"MIN.EDGE coq SEE GLAZING DISTANCE ❑ DETAIL,SHEET 2 > OPTIONAL ACCESSORY FLANGE 1/4"MAX. X H m v SHIM SPACE o a m o n EXTERIOR FINISH i INTERIOR r µ o < BY OTHERS ❑ ❑ #10 SELF-DRILLING GRADE 5 CoQ p zo FN M ❑°.t, I ❑,Q f INSTALLATION ANCHOR / =a H � PERIMETER SEALANT " 0 Z BY OTHERS METAL SUBSTRATE BY OTHERS ( O� a:C u w (SEE INSTALLATION NOTE#12,SHEET 1) oo _ / Q d ¢N T Q H m P O.A. FIXED HEAD REINF. CAULK BETWEEN EXTERIOR V m J UNIT GALVANIZED STEEL / METAL STUD& w m n Z HEIGHTEXTERIOR ( / INTERIOR OPTIONAL FLANGE PERIMETER SEALANT BY w > ¢� a OTHERS F3 Lu m / OPTIONAL ACCESSORY FLANGE a O.A. SEE GLAZING SHEATING BY OTHERS UNIT w DETAIL,SHEET 2 EXTERIOR FINISH BY OTHERS WIDTH 0 VERTICAL SECTION \A) HORIZONTAL SECTION 4 HEAD-2X WOOD BUCKJAMB-METAL STUD OPTIONAL ACCESSORY FLANGE OPTIONAL ACCESSORY FLANGE z O Z P H H 1/4"MAX. > � 1 DETAIL,SHEET 2 SEE GLAZING SHIM SPACE 3 THREAD PENETRATION LL, w BEYOND METAL FRAME a O.A, i INTERIOR _ - HEIGHT _UNIT EXTERIOR /— � INTERIOR / � 3/4"MIN.EDGE ` --I - - — --- - --- - ----- ------ - --- -- - ❑ - - --- - - - - O - - - FIXED SILL REINF. DISTANCE ----- � Z GALVANIZED STEEL {� �p 0 S0 SELF-DRILLING GRADE 5 ,% 1/4"MAX. SEE GLAZINGJ_ *%e.INSTALLATI ��ti„•�r� PERIMETER SEALANT - -- — - `SHIM SPACE - -DETAIL,5HEET 2 -- - ___—_ --- OPTIONAL ACOCE5 O YOFLANGE- BY OTHERSQ� o r- 0 EXTERIOR FINISH BY OTHERS f 11/2"MIN. METAL SUBSTRATE BY OTHERS &� EMBEDMENT EXTERIOR (SEE INSTALLATION NOTE#12,SHEET 1) N 2X WOOD BUCK BY OTHERS �'.. CAULK BETWEEN �Jo�G7T CAULK BETWEEN } PERIMETER SEALANT BY METAL STUD& i��b •° ZL O;CONCRETE/MASONRY&2X OTHERS OPTIONAL FLANGE i���A/ *QFt `�ti WOOD BUCK BY OTHERS CONCRETE/MASONRY O.A. SHEATING BY OTHERS 3/4"MIN.EDGE BY OTHERS UNIT EXTERIOR FINISH BY OTHERS ^ m,n m #10 WOOD SCREW DISTANCE WIDTH o Z Y ¢E- INSTALLATION ANCHOR VERTICAL SECTION o o J % U Z ® HORIZONTAL SECTION DWG#: SILL-2XA WOOD ACCESSORY K 4 JAMB LAC METAL STUD S' 0003 OPTIONAL ACCESSORY FLANGE OPTIONAL ACCESSORY FLANGE i�fiYf iVi SHEET: ^ OF 4 i 398 East Dania Beach Blvd. BUILDING DROPS '' Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 ' 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com ii Product Evaluation Report Of Silver Line Building Products Series 5500/5700 — Model 5502HV/5702HV Patio Door (Non-Impact) i for { Florida Product Approval FL# F 20101 Report Ido. 4236 St" Edition Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Sub — Category: Sliding EzterioriDoor Assemblies 'J Product: Mode15502HV15702HVPatio Door Material: PVC Product Dimensions: 715/8"x 79i 3/4"Max. 0.A. (XO) Prepared for: Silver Line Building Product's One Silverline Dr. North Brunswick, NJ 08902; �����S F. O Prepared by: �, • ' ' F.p �'. Hermes F. Nurero9 .P.E. 0 Florida Professional Engineer#73778 Date: 03/09/2016 ?� w Contents: 'i �� •'••.......••' 6Z `�� Evaluation Report Pages 1 —4 ��� '9/0NA1-�� Digitally signed by Hermes F.Norero,P.E. ���� Reason:I am approving this document Herm /es d!MdIA, P.E. Date:2016.04.1016:02:37-04'00' Florida No. 73778 i I I• li jBUILDING DROPS FL#: FL20101 ` A Perfect Solution in Every Drop Date: 03/09/2016 - Certificate of Authorization:29578 Report No: 4236 Manufacturer: Silver Line Building Products I Product Category: Exterior Doors Product Sub-Category: Sliding Exterior Door Assemblies i Compliance Method: State Product Approval Method (1)(a) Product Name: Model 5502HV/5702HV Patio Door I Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products based on Method 1a of the State of Florida(Product,Approval, Florida Department of Business and Professional Regulation -Florida Building Commission!. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. i This product has been evaluated for use in locations adhering�to the 51h Edition Florida Building Code. i See Installation Instructions SWD003,signed and sealed by Hermes F.�Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance1with the 5t' Edition Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. ,I 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5th Edition Florida Building Code and does require an impact resistant covering.- 4. overing.4. Site conditions that deviate from the details of drawing SWD003 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD003 for size and design pressure limitations. I I a I ,I i Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 , i' J i BUILDING DROPS FL#: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 Certificate of Authorization:29578 Repoli No: 4236 ql Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for ma'n'ufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization#:CER1508). Performance Standards: The product described herein has been tested per: I • AAMA/WDMA/CSA 101/I.S.2/A440-11 • TAS 202-94 I� I Referenced Data: 1. Product Testing performed by Architectural Testing (FBC Organization# TST1558) Report: Dated: F3692.01-109-18-RO 02/09/16 F3692.02-109-44-RO 01/21/16 2. Certification Agency Window and Door Manufacturers Association (FBC Organization#:CER1508) 3. PVC profiles meet requirements of WIDMA/HallMark WD-61 in accordance with AAMA 303 I i II, i l i I� I i i i 1 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 i I' �I BUILDING DROPS 'j FL#: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 Report No: 4236 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: i Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G. =0.55), use#10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete(Min.f'c=3000 psi) or masonry(Conforms ti o ASTM C90) substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. �j C. For concrete (Min.Fc=3000 psi) or masonry(Con'forms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW,'HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. j D. For steel stud substrate (Min 18 Ga., Fy=33 ksi), use#101TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions(SWD003)for anchor spacing and more details of the installation requirements. Design Pressure: 'I Design Pressure � Positive 50 PSF; Negative 50 PSFi a i i �I � til I i i I I' j yI, Hermes F. Norero, P.E. i Florida No. 73778 Page 4 of 4 i j' i I '