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Home My WebLink AboutPRODUCT EVALUATION REPORTI►; 1--M R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valriw, FL 33595 Phone 813,659.9197 Florida Board ofPrormional Engineers Certificate of Authorization No. 9913 SGANNED BY St Lu eCour)iy Product Category Sub Category Manufacturer Product Name Plastpro Inc. Smooth I Wood Grain.I White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles, CA Series Fiberglass Door Phone 440.969.9773 InswinglOutswing- "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G203, Method 1 D 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: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) 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 Section 1609.1-.2 of the FBC 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 Section 1609.1.2.2 of the FBC. 4. For2x 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. 6. See drawing FL-15213.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 2005-02-21-001 Test Standard Testing Laboratory Signed by ASTM E330.02 and ASTM E18861E1996-02 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Drawing No. Prepared by No. FL-15213.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA#9813) 4. QualiittLAssurance ciao°®tuetu®73PPs� Certificate of Participation issued by National Accreditation and e�4� %% SCWIN Management Institute, certifying that Plastpro Inc. is manufacturing ®�0 e -\C E NSF' products within a quality assurance program that complies with m� No 43409 ISOIIEC 17020 and Guide 53. a 9 p'0 09 STATE OF Sheet 1 of 1 Signed & Sealed by Lyndon F. Schmidt, P.E. Maned & Sealed -by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/29/2015 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 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 borne 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" and Includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some 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 SHEET DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring- 2X buck masonry conshuction 6 name anchoring-1 X buck masonry construction 7 Bill of materials & components FRAME WIDTH Z Z 3 7 O m 'u x m o g y = OVERAL DESIGNPRESSURE` SF) -SWING e fRAMEi- DIMENSION ;• POSMVE' NEGATIVE INSWING 37.50" x 82.00" +65.0 -70.0 OUTSWING 37.50"x80.37" +65.0 -65.0 35.75'MAX. DOOR PANEL WIDTH (40 D00 PANEL INTERIOR 14 BOTTOM RAIL Ce�ular PVC 2.5(r &L�llN,l?kRClMl �OOD — AW -T .185" 24 �INGE%LATCH�IRLE V,I,p C INTERIOR t2-�\ VERTICAL CROSS SEC 1-1/4-MIN. EMB. (TYP.) 1-i/4"MIN. EMB. ITYP.) INTERIOR J 32 U EXTERIOR I! 21 3 HORIZONTAL CROSS SECTION 3 Shown w/IXsub-buck 0.15' CSINK In"P•) 2 HORIZONTAL CROSS SECTION 3 Ouhw ng shown -inswing also approved INTERIOR EXTERIOR INTERIOR EXTERIOR ®R ®w R1Clienta\Ranpro, Inc PERMANEM\Flprida ftduct Approvals\FL-15W\C- DIavnnaACulrenl\FL-152131-8dwm 4.1 i mm O Z A r A_ 0 m X i9 1-1/4"MIN. FMB. (7YP-) 1-1/4"MIN. TYP. HEAD & JAMBS 2X - BUCK OPENING 51 too Lo SUCKANCHORING HINGEJAMS CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar jotnts additional concrete anchors may be required to ensure the MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table ANCHOR ANCI4OR MIN MIN GIEARANcE MIN 1=LE.... `. SIZE _ M9EDMENT TOM{15t?NRY EDGE. TQADJ/10E�JT ANGHOk'. ITW a TAPCON 1/4" 1-1/4" 2" 4" ELCO ULTRACON 1/4" 1.1/4" 1" 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 2X BUCK 3. HEAD & _ JAMBS MASONRY OPENING — — flo •.c FRAMEANCHORING Masonry 2X buck construction HINGEJAMB SHUKEJAMB w S n w n ! . 6" jix 30IY. HE4D& AMBS BUCK OPENING HINGEJAMB CONCRETEANCHOR NOTES: 1. Concrete anchorlocaRons at the comers may be adJusted to maintain the min. edge distance to morlarJolnts. 2 Concrete anchorlocations noted as MAX. ON CENTER"must be adjusted to maintain the min, edge distance to modarJoints, additional concrete anchors may be required to ensure the MAX. ON CEWR"dimension are not exceeded. 3. Concrete anchortable: WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/3" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry 1X buckcon trucNon STRIKEJAMS HINGEJAMS BILL OF MATERIALS REM DESCRIPTION MATERIAL I MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 1 X BUCK SG >= 0.55 WOOD 3 2XBUCK SG>=055 WOOD 4 1 /4" MAX. SHIM SPACE 5 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 6 #10x2-1/2"PFH WOOD SCREW STEEL 8 #9 x 3/4" PFH WOOD SCREW STEEL 9 DOOR SKIN MIN.0.075" THICK) FIBERGLASS 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCK WOOD 12 FINGER JOINTED PINE JAMB WOOD 13 #9x2-1/4"PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 17 KWIKSETKEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 20 POLYURETHANE FOAM BY NANYA POLYURETHANE 21 4" x 4" BUTT HINGE STEEL 23 POLY FIBER JAMB COMP. / VINYL 24 HINGE & LATCH STILE CELLULAR PVC 25 TOP RAIL CELLULAR PVC 26 DEADBOLT STRIKE PLATE STEEL 27 LATCH STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM./WOOD 29 HINGE & LATCH STILE REINFORCEMENT LVL 30 1 /4" X 33/4" PFH ITW CONCRETE SCREW STEEL 31 #9 x 1" PFH WOOD SCREW STEEL 32 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 33 3/16"X3-1/4"PFHITWCONCRETESCREW STEEL 40 1 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS n N cy 2A3" ham— 243" T2 JAMB 23 POLY FIBER JAMB {� 4S6" -----{ 4S6" — &ADJUSTABIE INSWING SILL 26 OURWMG BI �LDJUSTABIE INSWIN SILL