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HomeMy WebLinkAboutEngineering a . -T, R 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 of Professional Engineers Certificate of Authorization No.9813 ► ict ► epoi-t Report No.: FL-15213.30 Date: Febritaq 16,2012 Product Sub Category Manufacturer Product Name Category Swinging Plastpro Inc. Smooth/Wood Grain/White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440:969.9773 Inswing i Outswing -"Non-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.9N-3,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 2010 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 is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2010 FBC. 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. 6. See drawing FLA 5213.30 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 05-1126-2 101/I.S.2-NAFS 02 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 01030175 AAMA/VVDMA/CSA 101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-15213.30 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 2/25/2012 PF 1587 Sheet 1 of 1 lastpro i � 1 � 5200 W. CENTURY BLVD. a LOS ANGELES, CA 90045 ,s s 74ff MAX ove:Au.Fain Hal7fH -{ �74.06"6AAX.oVetALL FRAnAE WfDTH Smooth/ Wood Grain/White Wood Grain I I g fr Rustic/Mahogany Series N Fiberglass Door i INSWING/OUTSWING Z "NON-IMPACT' pa GENERAL NOTES 13 v ig a 91 1. This product has been evaluated and Is In compliance with the 2010 Florida ^ c } $ 9 Building Code(FBC)structural requirements excluding the 91igh Velocity X d Hurricane Zane"(HVHZ). 2 Product anchors shall be as listed and spaced as shown on details.Anchor 1 � O O E embedment to base material shall be beyond wall dressing or stucco. O o O O a&I as a 5 3. When used in arerequiring wind borne debris protection ft product is a required to be protected with an impact resistant covering that compiles with Section 1609.12 of the 2010 FBC. a 4. For 2x stud framing construction,anchoring of these units shall be the some EM a as that shown for 2x buck masonry construction. � rn 5. Site conditions that deviate from the defalls of this drawing require further Z engineering analysis by a licensed engineer or registered architect. FULL LITE 3/4 LITS m to ' .....-.........._......... -._....----.._... --._................_............................................... -- ° ? .... ' __._.__—:_39ERI1L:;:::;;:a:-_:a:::;t::::.::::::...........:-.... G t:P .o. *[±YFC58 QylABLEOFCONIENIS .:_ ::: -:_ :.::_ _ _SHEEN DESCRIFON .............. .......:...::: _..;.. ...F.?..4..?.......t..t,..T..:::: _ ..,;....... r p � IME cal elevations,design ressures,&generol notes 74.00' FULL LITE 21.09"x 79.00" +47.0 -47.0 o u 2 Door Pond d. INSWING x z 3 Horizontal cross sections 98.OtY 3/4 WE 21.00"x 63.00" 02+47.0 -47.0 urge 76/12 i 4 Verficalcross sections G1 sum N.T.S. 5 Buck and frame anchoring-2X buck mosoruy construction �- = 74 00 FULL 1111 3i t1 "'zc 79 QQ" '§ X47 ---47.0 awc w JK m 6 Frame anchming-1X buck masonry construction �� �, : an LFS 3 7 Endura astragal detaHs QliTS1NtNG 8 BN of materials,glazing detail&components 96 50- _ tZ-15213.34 O R:\A-Projects\Project Folders\pmj 1501-1600\PF 1587\D.RWBC Drawings\2010\FL-15213.27-36.dwg,2.4 95.25'MAX.DOOR PANEL HEIGHT 79.00"MAX.D,L.O.HEIGHT a � - 2�g PCo' y 0 z m O O N� ON .A. 0 A 95.25'MAX.DOOR PANEL HEIGHT 63.00"MAX.D.L.O.HEIGHT 4 SQQ� r11 0 v qoil At N� a m 2 ol O O O N N o$ a A � o °l �• o a N N N Iy71 m C) A �p z .Q .1.13"` a= � I 10 ®T a II I t �Z m � 1.76" ca N N N �O < A N O N m 0 0 a. z M PRODUCT: Documant.Prepared%r ��pp BURRING CONSULTANTS, INC. o PLASTPRO INC. ,ft'.0.Bo■230 Valrlco FL 33393 IN N N FIBERGLASS DOOR Phony No.:813.639.9197 N •• Z -+ Florldo Board of Pmf—lonal Engln"m PART OR ASSEMBLY: ta CerUReaOf orizatbn No.9813 to p N NO DATE g� DOOR PANEL DETAILS Z.?ov L REVISIONS Lyndon F.Schmidt P.E No.43409 ®2012 R.W.BUILDING CDNS-ANT6 INC. 't 1-114,MIN. EMB.(TYP-) 3 21 20 C A N 3 4 E z oz o F 7 L 902 01 X INTERIOR 40 X x E 2 0 0 3 EXTERIOR 10 H cc 9 11 m 3 Shownl',/M-b-b-'-K a lot E EMB.(TYP.) MB.(TYP-) NOTE: D C 1.As noted In the test report astragal was attached A CSINK to the inactive leaf with(11)#8 x Tpsh sms and CSI K t2 (6)#10 x 2-1/Z'pfh sms for all 8-U'(outswing), L (TYPI) Astragal was attached to the inactive leaf with 21 (13)#8 x Ypsh sms and(6)#10 x 2-1/Z'pfh sms 21 20 20 for all 8'-0*(Inswing). V) 65m 7 7 40 40 INTERIOR ap 7 40 INTERIOR uj z 0 z Z u 112 UL 11 2 9 10 EXTERIOR m SEE EXTERIOR 10 11 K L N.T.S. 2 NOTE I 71;K-- m 9 cw.BY.. LFS E 1 HORIZONTAL CROSS SEC17ON ri" HORIZONTAL CROSS SECTION 3 HORIZONTALEo F5213-30 Outswing sh nirwing �q TIng,ho—-inswing 3 0.t--ngsh Z.-inswing a also approved gpp.,.d sop SHW -3 or R:\A-Projects\Project Folders\proj 1501-1600\PF 1587\D.RWBC Drawings\2010\FL-15213.27-36.dwg,4.4 1-1/4"MIN. EMB.PP.) m m � AW m ,pr v O O pT G0C a'a >° O . o 3� CC) >'d =O IOy O z p A 14 Z O Z O ` a 0.15' CSINK ° v mJ L )TYP.) r p,. 1-1/4"MIN. EMB.VYP.) 1-1/4"MIN. EMB.(TYP.) w m v m A A A N mX 3.0 ° � a ^n IN 'vr IMMA CA e o�^ c�^ " 0 Z v p g m_ O O A � V m n n 1-1/4"MIN. B.(TYP.) F PRODUCT: D000mmts ftp—d By: / BUIlDINO CONSULTANTS, INC. o PLASTPRO INC. ��/L�P.0. Boz 230 Vr11rICD FL 33595 FIBERGLASS DOOR li+ N YY Phone No.: 813.659.9197 N Z PART OR ASSEMBLY: Florida BOOni of Profemlonal Erlpino�n C-ruficato Of oriza8o o.9E13 Icac w NO DATE BY VERTICALCROSS SECTIONS REVISIONS Lyndon F.Schmldt P.E.No. 43409 02012 R.W.BUILDING CONSUL—NTB INC. CID r! � �mN } � T I I SEE DETAIL M o o d ri TYP.HEAD TYP.HEAD& MASONRY &JAMBS I MASONRY AM 27 ? ^ • 4 m� OPENING I OPENING J 18 9 0,S S II $ II a mda SJ C"C 9 C JT I I LATCH a DEADBOLT DETAIL o ASTRAGAL II _ o FRAME ASTRAGAL SHOWN FOR /I SHOWN FOR 1 ° 2X BUCK—,., J I REFERENCE REFERENCE I I ONLY I IF ONLY I I r z I _ 2X BUCK I I FEn 9 cio II l zo II II TYP.@SILL z m SEE DETAIL 110 O UU o O » al � mm BUCK ANCHORING HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL rm Masonry 2X buck conshuction a � 3 Cn z o CONCRETE ANCHOR NOTES: 0rn 1.Substitution of equal concrete anchors from a different supplier may have different edge iz distance and center distance requirements. • • d 2 Concrete anchor locations at the comers may be adjusted to maintain the min.edge m distance to mortarjoints.If concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors a may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. DETAIL 2 3.Concrete anchor table: m :,:::::::.-:::::.;:..;.....:.::.:...::......:•;.,:::•:...........,........:......:.::::::......::::::::::.::::::..;::::::.......::::::......::......::::::::::::::::::.::::::::::::::..-:::: O 3 ATICHOR ANCiiOk N1jN MWN G4EARA UT¢ : M1N CLE,i1RANCETO a TS pE RZE EfNBEDMEIYi .,,,..jygspNf Y EDGE }�pJA EAIT MGHAR. I .... ..................:::.............::::::...........: ..........::::.-:::..-:.::..:::.; >............:.:-:..-::..........::.:::::::::::::•::::::::•:.:.::•..::.:::>: :::::. z o° e r ITW 1/4" 1-1/4" 2-1/2" 3" wh 0211 12 i 3 ELCO 1/4" 1.1/4" 1^ 4• s N.T.S. ITW 3/16" 1-1/4" 2-5/8" 2-1/4" owc.ar JK m N 3 � .�: LFs 3 D050110 No.: Ci DETAIL 1 DETAIL 1 FL—15213.30 n d Inswing configuration Outswing configuration °m 0 g sx�r 5 of 8 z A 'i• 6.. 6.. is f? .o qnq `n N� �O Dzo Z = o y1 I I SEE DETAIL � M »�g o d '-j" ❑ 2am Q o LL s TYP.HEAD& I I e;=S Zm. MASONRY JAMBS I I 27 S 9 d o S o OPENING I a k°M o a °S LATCH 3DEADBOLTDETAIL ASTRAGAL SHOWN FOR mo FRAME I I REFERENCE ONLY v o �� Z o -9 II �m K W o IX BUCK I I HINGE DETAIL a II F I 3 SEE DETAIL I TYP.Q SILL U) ° o D HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB DETAIL 2 Masonry 1 X buck construction CONCRETE ANCHOR NOTES: i 1.Substitution of equal concrete anchors from a different supplier may have different edge m 0 z distance and center distancen:qurements. 3 o F 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortar joints.If concrete anchor locations noted as"MAX.ON CENTER"must be , adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors O o may be required to ensure the MAX.ON CENTER"dimemions are not exceeded. z a 3.Cancrefe anchor table: v DAM 02116112 z 1tJ.CHtkk; A'NCH.O1i;.:.;.:..;>;;.... :;:?5::: .M1N:aCL RR/i LC 1S?:s::M)N.;;.CL IRA.NeE:TG?;: o sru>=. N.T.S. EMB15bMiilVi 3 7YP-.... ...._SR ........ ..................:........:....:.._JIfASQNttYEDGE::::::::.;.;ADJACI Pt7A11Cf1QR,, axc.er: JK m 7117 aiw air: LFS 3 ITN 1/4- 1-1/4" 2.1/r 3- oRAWM NO.: ITW 3/16- 1.1/4- 2-5/B- 2-1/4- DETAIL 1 DETAIL 1 FL-15213.30 Inswing configuration OutsMng configuration sxa:r 6 or 8 " — — R:\A-Projects\Project Foldels\pmj 1501-1600\PF 1587\D.RWBC Drawings\2010\FL-15213.27-36.dwg,7.4 A-A TOP 0 A C. N � m �O y A 0 o —moi f�0.32° o • v D m o O N a C c V 0. �2 C c O 3 c o m say � _ CD ; O v 3 a rr c 3 N4n 0a O D H A C O r M w A Ga y 0.50" � --�{ �0.50'co J Ld I � pW m A sA � ga BOTTOM mT c� A 3 $ PRODUCT: Dacam•nte Prep—d By: lyi ��pp UILDING CONSULTANTS,INC. I g o PLASTPRO INC. ,/�, '.0.Box z30 vclrtao FL 33898 114 N N FIBERGLASS DOOR Phone No.:813.839.9197 N :• ? -+ Flartda Board of Professional EngIns— y rn PARI OR ASSEMBLY: W Ce Uflocte Of ortzotion No.9813 Im o y w NO DATE BY ENDURA ASTRAGAL DETAILS _2-20-e-2 REVISIONS Lyndon F.Schmidt,P.E. No.43409 ©201 2 R.W.BUILDING CONBUL—NTB INC. 1 4 1 r r f BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL W A 1 X BUCK SG>=0.55 WOOD 21 POLY FIBER JAMB COMP./VINYL 18 1': B 2X BUCK SG>=0.55 WOOD 22 #8 X 7'PFH WOOD SCREW STEEL = in C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL m-a N z° D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL 3 n ` W MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI 29 SIDELTTE SPACER PVC '> o E CONCRETE �o m t 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL a n e o E �i ON S F 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 9 x$;� �X G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD $9 m o 0 6 V 4 H 1/4"X 3-1/47 PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD a m a a 0%o 0 I 1/4'X 2-1/4"PFH ITW CONCRETE SCREW STEEL 35 SHOE MOULD 5/9'X 3/8" WOOD a S J 1/4"X 3-3/4PFH ffW CONCRETE SCREW STEEL 38 GLAZING SPACER ALUM. E g L #10 X 2-1/7'PFH WOOD SCREW STEEL 39 SNAP IN LTTE FRAME ABS M #9 X 2-1/4"PFH WOOD SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS N 3116'X 3-1/2"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN.0.086"THICK FIBERGLASS O 3/16"X 1-1/7'PFH ITW CONCRETE SCREW STEEL 42 TOP RAIL CELLULAR PVC 1 #10 X 2-1/7'PFH SMS STEEL 43 LATCH&HINGE STILE CELLULAR PVC 2 #8 X 3"PSH SMS STEEL 44 LATCH AND HINGE STILE SUPPORT WOOD C30 "o 3 FLUSH BOLT STRIKE PLATE STEEL 45 BOTTOM RAIL CELLULAR PVC rnr U 5 #10 X 7'PFH SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 6 SEALANT SILICONE 47 STILE REINFORCEMENT STEEL 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 48 REINFORCEMENT RETAINING SCREW NYLON 9 4"X 4"BUTT HINGE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE o a C6 10 #9 X 3-1/7'PFH WOOD SCREW STEEL 61 4-3/4"LENGTH TOP BOLT RETAINER HDPE o o 11 #9 X We PFH WOOD SCREW STEEL 62 9-3/4'LENGTH TOP BOLT RETAINER ALUMINUM al m 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL 67 SLIDE BOLT ROD STEEL m 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD r 4.56" I 4.68" .5"GLASS 1"NOM. n BITE GLASS THK. .3 1"NOM. o c BITE SS THK. N E1/8"TEMPERED � I 38 GLASS 1/8"TEMPERED r GLASS —#—2'13 I 31 OUfSWING BUMP 1HRESHow AIR SPACE HEAD R SIDE 2L1 Jamb AIR SPACE e - 5*i DECORATIVE INSERT5.63" ►I 1/8"TEMPERED AIR SPACE4.56" 39 GLASSI/8"TEMPERED zo49 GLASS DATE 02116112 i 8 GLAZING DETAIL sma N.T.S. GI GLAZING DETAIL e —J wm optional M.er JK m decorative nsert cm B*0 LFS 3 DR Wrm NO.: �\ADJUSTABLE INSWING THRESHOLD �1 ADJUSTABLE INSWING THRESHOLD FL-15213.30 N 0 g sWe>:r 8 of 8 a