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HomeMy WebLinkAboutNOA - GLAZED FIBERGLASS DOUBLE DOORR W R W Building Consultants, Inc. B Consulting and .Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board ofProfessional Engineers Certificate ofAuthorivation No. 9813 Product Category Sub Category Manufacturer Product Name Swinging m g 9 Plastpro_Inc. Glazed Fiberglass Double Door Exterior Doors Exterior Door 5200 W. Centu Blvd. - �y w/ orw/out Sidelites Assemblies Los Angeles, CA 90045 Inswing I Outswing (440) 969-9.773 "Impact" Scope: This is a Product Evaluation report issued .by RW Building Consultants, Inc. and Lyndon F., Schmidt, P.E. (System ID # 1998) for Plastpro Inc. based on Rule Chapter No. 61G20-3, Method 1D.of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Limitations. I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane. Zone". 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. 3: When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4. as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2..1.2.1. 4. For 2x stud framing -construction, anchoring of these units shall be the same as that shown for 2x buckmasonry construction. 5. Site conditions that deviate from the. details of drawing FL-17184.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.2 for size and design pressure limitations Supporting Documents: I. Test Report No. Test Standard Testing Laboratory Signed by TEL 01301/20 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, RE TEL 01390454 ASTM E1886-05/E1996-06' Testing Evaluation Lab.,lnc. VX Wright ASTM E330-02, E33140 ; 2. Miami-Dade-NOA Materials Testing 17-0712.04 Safiex® PVB Interlayers (Eastman. Chemical Company) 3. Drawing No. Prepared by Signed & Sealed by No. FL-17184.2 RW Building Consultants, Inc. (CA#9813) BBaen�Oaan®BB Lyndon F. Schmidt, RE 4. Calculations Prepared bySCH II sj !®�` dA0 G S =o i�, Signed &Sealed by Anchoring RW Building Consultants, Inc, .(cA #9813) owe o ��.� �� ° e tm�Lyndon F. Schmidt, P.E. 5. Quality Assurance No 43409 6 o Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing produL'a '� v within•a quality assurance program that complies with I.SO/IEC 17020 and 9 ^. STATE OF o:� .n Guide 53. �0�. ,c @, `a vm I �E. 4 O R .1© FL PE �13409 Sheet 1 of 1 °..i` o �i�V. 10/10/2017 oOArsr,NAX- 39 2. plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOUBLE DOOR w/ or w/ovt SiDELITES INSWING1OU�TSWiNG ,,impAct, GENERAL NOTES This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the High Velocity Hurricane Zone" (HVHZ). Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product - complies with FBC Sections-]609.1.2 & R301 a1,2 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEEi# DESCRIPTION 1 ical elevations, design pressures & general notes 2 Door panel details and glortng dotal 3 51delite pane dotal and glabng detail 4 Eavations 5 Horizontal cross sections 6 Vertical cross sections 7 vertical cross sections B Buck anchoring 9 Frame anchor) 10 Astragal Wails 11 Bll of materials and components X Mills, Short & Associates 800 8th Street, Vero Beach 0 Rejected 0 Revise and Resubmit 0 Submit Spl3dW Ittrfn This review is only fbr general conformance with the design apt of the general compliance with the info aatoonMgiven in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve Contractor from compliance with the rsWrements of the plans and n�shall fiindt� appal o ai which the item is a eompo responsible for: di 1 and correlated Perlainssomy the bricatio t the means,Oft. techn' se and procedure of Q the Worts of It work in a S&3fe a1 G IIs awand r MINI© XX .5' MAX. O.A. FRAME WIDTH ,0" MAX. FRAME WIDTH —I OXXO CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSI) OUTSWiNG POSITIVE NEGATIVE XX 74" X 98.0" 20.5" X 78.25" +50.0 -50.0 OXXO 151.5" X 98.0" 20.5" X 78.25" +50.0 -50.0 .V�Ii N 0 � �- a� y�r `mM w,� N m >"W 0 UN •• v 0 ozN tW '0 cW M9 5 dLa v mda� 4 =z 0 • By: JK u k. or. LFS FL-17184.2 LU 1 of 11 -- 95.W MAX. DOOR PANEL HEIGHT - I 11 a m 82.25 MAX. O.A. FRAME HEIGHT 78.25° MAX. D.L.O. HEIGHT �. z t� n o f I o oa, TA Z oy A rn A 4.5' los MAX Z O IA I (TYP') O.C. (TYP,) z m Z Z 0 z c An x p z` n (7 A V T 2 2.79° =, o �o o T � P \ a 1--I---.I �� _ m 00� 0 Ot O O'In 1.75' N a � � A 0 T NN 30 �Z () O-Oo v� 2 ro nA Z mZZm M 77-7 o —{ G) 1.13° la ``11111I1111lI//// "OF,SCHIyjOj'�. No a3aas• �( 5 PRODUCT: Dec --ft P.eP—a ` IN ;i ON PIASTPRO INC Lyndon F. Schmidt DOOR P.E. No. 431409 ••.;'201aD►R� •O `��� •-,/uis�OINALII���� m 2 7 24 17 UPDATE TO 61H ED. 2017 Mc JJKpARTORASSFJABLY: K BUILDING CONSULTMtiS, INC.sn 1 22 15 UPDATE TO STIf ED. T014 F8C J l�� P.O. Box 230, Valrteo, FI C.NO DATE DOOR PANEL DETAILS33595 REVISIO S AND GLAZING DETAIL Phone No.: 813.1159.9197 ® 2012 R.W. BUILDING CGN9ULTANT$ ING. ' FHPE CA N. 9&13 R:1ClentS\Pl3s1pro, Inc PE9NAN01TRA - Florida Product Apgwah\FL-17164 Fiberglass Door-1nsvAng{)utsylp9 (BHI)IC- DjaMng5\R-ll184 6TH ED (7017)jR-171841i,dn, 2 3 y 95.25" MAX. DOOR PANEL HEIGHT 4 n N D Yn' rn POD W fd Om C �03 —� BZ25 MAX. OA FRAME HEIGHT 7825 MAX, D.L.O. HEIGHT a n I I 0r 3 i o4 .9 W o —� 4S" IO IO gyp.) l OS' MAX A O.C. (IYP.J O N rn Z ZC z O m V C o ; A r z 22 ., f= 4. n — H m - - yc � - r V 279• _ o m � 3 0 � m _ 0- ..- . M a > 0- 0 T�'^1 m 0 1 N 0 D � n Z 9> omA �Zs ZD H �m �• a� �"� U A00 � Zrnm O 0 Na* B : *: R P PRODUCT:' Document. Pmpond eyr. \ ; FIPLASTPRINC LASS DOOR P.E.Lyndon F..... 434091dt 'O �� m {a 1.. fi >; fA ... 1 7 24 f7 15 UPDATE R7 BTFi ED. (2017 F8C UPDAfE TO STH ED. 2014 FBC JK JK PART OR ASSEMBLY: GD �lfrli11111\ BUILDING CONSULTANTS• INC. N Al NO DATE BY SIDELITE PANEL D AND GLAZING DETAIL �/LCj,/� P.O. Box 230, Valrie-, FT. 33595 Phone No.: 813-659.9197 REVISIONS ®2012 R.W. BUIL-8 ConauLTwrrrs rne. I FBPE CA No. 9813 0 z z a I 2 7 24 17 UPDATE TO 6Rf ED. (2017 FBC JK 7 15 UPDATE TO STH FD. 2014 FBC JK NO DATE _ By No.43409 PLASTPRO INC (Lyndon F. Schmidt FIBERGLASS DOOR P.E No. 43409 StMULT: lxw BUILDINGCONSULTANTS,INC.ELEVATIONS P.O. Box 230. Valrleo, FL 33595 Phone No.: 813.659.9197 6Y 2010 R.W. BUILDING CONSULT— IND. 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