Loading...
HomeMy WebLinkAboutProduct Approval (5) RECEIVED zplastpro , AR ® 2 2020M5200 W. CENTURY BLvo. Z 'eqo_ LOS ANGELES CA 90045 ST. Lucie County,ty, Permitting 37.5 .OH. , ' fi;; o- 1 FRAME * E ti Smooth / Wood Grain / White Wood Grain N 9 m CW Rustic /Mahogany a m a a iP Series Fiberglass Door E 9 INSWING/OUTSWINGa 'IMPACT" �o " y Z Z o Fs r= zo z1 O133 LU GENERAL NOTESm 2g 1. This product has been evaluated and Is in compliance with the 611h Edition o o X o (2017)Florida Building Code(FBC)structural requirements excluding the"High q' Velocity Hurricane Zone"(HVHZ). a a 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. g 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 N z Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. ° 5 4. For 2x stud framing construction,anchoring of these units shall be the some as � o: that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further i engineering analysis by a licensed engineer or registered architect. ^ o N Q � O O D j TABU:OF CONi M N o 0 SHEET$ DESCRIPTION OVERALL, DESIGN PRESSURE(PSF)'- Z o z i Typical elevation,design pressures,&general notes SWING -:r FRAME —02 16 12 1z 2 Door panel details DIMENSION POSH E ` NEGATIVE sme N.T.S. W 3 Horizontal cross sections Ova BY: JK m s" 4 Vertical cross sections INSWING 37.50"x 82.00" +65.0 -70.0 cHz.rn: LFS 3 5Buck and frame anchoring-2X buck masonry construction ORAWINO NO.: C s 6 Frame anchoring-1X buck mosanry construction OUTSWING 37.50"x 60.37' +65.0 -65.0 FL-15213,1 c 7 Bm of materials 8 components SHEET 1 Or 7 et iL\Cfienu\Wastpro,Inc PERAANENAA-Florida Product Approvals\FL-15219 Fiberglass Door-Inswing•Outswing\C-Drawings\FL 15213(2017)\FL-152131-.Uwg,21 7925"MAX.DOOR PANE.HEIGHT tV FE11T p 00 11 X NN v F= 0 a =� a01 0 - —T N . � © Z 120" y A ITT r A a T I i.sa• --I 7<0 n T m � � 1] O 0 IT �I II 5g1� re Tn � N A N 1V y m M AA O O IN7t f'1 N T •�)' /i / No.43409 October 191 2017 s Q PRODUCT: DoeumeMs Pre"red By:11� i Lyndon F. Schmidt /j/l�•••••� . •(sj`��� i n 0 PLASTPRO INC. P.E. No. 43409 //�/ IN �' FIBERGLASS DOOR //4�IAIL to c z -9F1 //� TS, INC.Iv y 2 f0 17 UPDATE TO 6TH ED. (2017 FHC LFS PART OR ASSEMBLY: K BUILDING CONSULTANTS, IC. IW (/1\ 104122115 UPDATE TO 5TH ED. (2014 FBC JK t!1i�P.O. Box 230, VDlrico, FL 33595 rl ro NO DATE gy DOOR PANEL DETAILS phone No.: 813.859.9197 REVISIONS POPE C.A. No. 9813 0 2012 R.W.BUILDING 0...ULTANT9 INC. R.\Oients\Hastpro,Enc PERMANENT\A-Florida Product APPro mIs\FL-15213 Fiberglass Door-Inswing-outswing\C-Drawings\FL 15213(2017)\FL-152131-9.dw%3.1 3 Soa �Z 0 W N W frA �0 A o�� o• A a�D ao a �m a � y a�N� •��^` ca N `may Z w p W W N N w �A Z�zC W A Z H M m �o t 70 a x� s N Cr P0. W w 0 lac N N RW1 0 Z m A IA W W W N Q A � a W ,p I A A—� Lu („tr P fA �y0 0 0 a R 0 N ' O m0 V V4 W" CL ^ O• A A W r fn W CJt n V Tr � e S 3 3 �. F•scH � /, z No.43409 October 19,2017 i $ PRODUCT: Documordw Pnpor+d ey:� 1`� Lyndon F. Schmidt '�j, i••• D�'•(g`�� N PLASTPRO INC. P.E. No. 43408 I" Z FIBERGLASS DOOR /� ////111111111 o N3 2 1-07191-17 UPDATE TO 6TH ED. 2017) FEC LFS PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC. —10-47-2271-5 UPDATE TO 5TH ED. (2014) FEC JK t/l��P.O. Box 230,Volrtco, FL 33595 v N ro NO DATE HORIZONTAL CROSS SECTIONS phone No.: 813.689.9197 REVISIONS FBPE C.A. No. 9813 ®2012 R.W.13UILDIND CONHULTANTB#.a. R'\Oients\Ftastpro.Inc PERMANENT\A Florida ProductApprovals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213 I2017y\FL-152131-Adwg.41 A W g A A A w 0 Q A O GcOm ° D � ID m D. �0 r 014 N N m Z o. O Z O .. •v: 3V � a o Q' 0.15" • - o (TYP.) a. a 1-114-MIN. EMB.ffTYP.) a ' A O � • O v - 0 _ X m 0 IN ono .. < 00 Z ° H A_ rn ° . O w 0 Z m ° A m A A 1-114"Mi EMB.(TYP.J `�pttu ufur0 / No.43409 October 19,2017 , 21 £1 2 ,'^, PRODUCT: Lyndon F. Seh dt �i��p•,�•� D.%��j'_`�``` FIBERGLASS LASS I OR P.E. No. 43409t `�\� 2 70/19/77 UPDATE TO 67H ED. 2077 FBC LPS PART OR ASSEMBLY: /[�/,�r�BUILDING CONSULTANTS, INC. IV fn T 4 22 15 UPDATE TO 5TH ED. 2074 f8C JK VERTICAL CROSS SECTIONS d l�vD P•O. Bo>< 230, ValNdo, FL 33595 fV NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDING CONBULTANTH IND. �``A V '7 >''•.......•• M Z U u 0 9 m`c a N TYP.HEAD&JAMBS 0;s LL 'm a s 2X7 BUCK 6 E `oz I9 -oma., TYP.HEAD'& d z N 2X � JAMBS o F BUCK z� In U c o�c C FRAME " cioz MASONRY MASONRY o ° OZ OPENING m OPENING Z —O o i=l r` Yy O QU a 00 Cam a a X LUUUm pU� 4 L O O Z BUCKANCHORING HINGEJAMB FRAME ANCHORING STRIKEJAMB P w 0 Masonry 2X buck construction i-- CONCREMANCHORNOTES: °"' w 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 0 0 a edge distance to mortar joints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 maintain the mh edge distance to mortar joints•additional concrete anchors 21 13 ' may be required to ensure the wAX.ON CENTER"dimension are not exceeded. 6 ° 3 Concrete anchor table 31 M[N CLEARANCE MCLEARANCE 26 ° N ANCHOR ANCHOR IN MIN TO MASONRY 70ADJACENT �..o z .TYPE SRE EIMBEDMENi 8 27 „+—z o° ._....... EDGE.:: ::.....:ANCHOR.....,.; 13 TAITW 0 1/4" 1-1/4" 2" 4" saLr02 N.TS12DING ° ELCO 1/4" 1-1/4" 1" 4" •a JK m e ULTRACON HINCHK.Op LFS 3 a WOOD SCREW INSTALLATION NOTES: GE JAMB STRIKE PLATE DETAIL OFUVnNO NO.: W b 1.Maintain a minimum 5/8"edge distance,I"end distance,&i"o.c.spacing of FL-15213.1 wood screws to prevent the splitting of wood. a sxecr 5 Or 7 0 ``SII............. J//,(1(�, N t� o m 2 � `mM 111/llllll�y VN•:Z 30 " 9 a a=N o TM JAMBS r a maa�i d 1X ac4o ' BUCK E a`o Z Eoa P yNj Z FRAME Zq CDB RAn =U In, OI �m Qz Z MASONRY WX W � OPENING ry Z n O fl z V 7 O U H m O a a X rn • ��m Q1 O O N z .O Z HINGEJAMB FRAMEANCHORING STRIKEJAMS w W g En Masonry 1 X buck construction CONCRETE ANCHOR NOTES: ~ 1.Concrete anchor locations at the comers may be adjusted to maintain the min. O 0 edge distance to mortorjoints. 0 i 2.Concrete anchor locations noted as"MAX.ON CEWER"must be adjusted to a a maintain the min.edge distance to mortar joints,additional concrete anchors a i may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 21 m �5 a 3.C oncrete anchor table: 32 26 w ANCNQR_ANCHOR' MIN' MIN'CLEARANCE MIN CLEARANCE: 31 m N Q TO MASONRY i0 ADJACEW O e o TYPE SIZE. EMBEbMENi ITIN ®: 1/,r. 1.1/4" 2" 4° 33 N~Z B TAPCON DAse 02 16112 z ELCO 1/4" 1.1/4" 1" 4" g scau:: N.T.S. o ULTRACON on.BY: JK m ITW ® 3/1V 1-1/4" 3" 1-1/2" e TAPCON HINGEJAMB STRIKE PLATE DETAIL '�` LFS g WOOD SCREW INSTALLATION NOTES: Draw Nb NO.: s 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing ofFL-15213 1 ro wood screws to prevent the splitting of wood. W SHEET B OF 7 O d BILL OF MATERIALS �� .. N/0�• to ITEM DBCRIP17ON MATERIAL C. Oo MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ` . ` ' i V% Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90G = CONCRETE _V? �c �=z 2 1X BUCK SIG WOOD •� ro BUMAX WOOD HIM SPACE 1/ /►rii..�� m Z 5 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Y v q•: 6 #10 x 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL ^ o i ;Z n 8 #9 x 3/4'"PFH WOOD SCREW STEEL Pn H �`(� `° B u g 9 0`o a 9 DOOR SKIN(MIN.0.075- FIBERGLASS 456" 4.56" ^ L4 m da ch 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL a o z 11 REINFORCEMENT WOOD FOR LOCK WOOD e ;tq 12 FINGER JOINTED PINE JAMB WOOD o D 13 #9 x 2-1/4"PFH WOOD SCREW STEEL 2.12 --�� - t:�;2.17 - 4 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 243" 243" a `3 ISA INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 16 FORCE 5 WEATHER STRIPPING BYENOURA FOAM 1p JAMB 23 POLYFlBERJAMB o� •• Qo 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM a ma. L 17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL w N ov 18 KWIKSETDEADBOLT-SIGNATURE SERIES(7801 STEEL aDo< m� 20 POLYURETHANE FOAM BY NANYA POLYURETHANE 21 4"x 4"BUTT HINGE STEEL 0 0 23 1 POLY FIBER JAMB COMP./VINYL a a 61 24 1 HINGE&LATCH STILE CELLULAR PVC 'a CELLULAR PVC 4.56' m 25 TOP RAIL 4S6• -i 26 DEADBOLTSTRIKEPLATE STEEL I 27 LATCH STRIKE PLATE STEEL ry �� 28 OUTSWING BUMP THRESHOLD ALUM./WOOD 29 HINGE&LATCH STILE REINFORCEMENT LVL ^" 4 30 IXX 3-3/4"PFH ITW CONCRETE SCREW STEEL y N m Z 31 #9 x I"PFH WOOD SCREW STEEL 32 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 3/16"X 3-1/4"PFH fTW CONCRETE SCREW STEEL 1sA aDJusraetF►NswING STLL ourswiNG BUMP THRESHOLD 122 o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS $ a � » i w m N H c 5.62' N. Z U z GAM 02116112 ? SCAM, N.T.S. s rnrc.BY: JK m cw BY. LFS 3 ADJUSTABLE INSWING SILL DRAWING NO.: H FL-15213.1 too SHEET 7 OF_L 0 O d R R W Building Consultants, Inc. .e B Consulting and Engineering Services for the Building Industry C P.O.Box 236 Valrico,FL 33595 Phone 813.6 59.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 !i-oduct Evaluation i , I / October / Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth/Wood Grain I White Wood Grain Swinging Exterior Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA Series Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"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.61 G20-3, 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 6th Edition(2017)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 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 E1996 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. 6. See drawing FL-15213.1 for sizeand design pressure limitations. Supporting Documents: 1. Test.Report No. Test Standard Testing Laboratory Signed by TEL 2005-02-21=001 ASTM E330-02 and ASTM E1886/E1996-02 Testing Evaluation Lab.,Inc. Wendell W.Haney, P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-15213.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. i 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance ,,��q��eof►s�4�� Certificate of Participation issued by National Accreditation and O $CHY/ Management Institute,certifying that Plastpro Inc.is manufacturing eN ••. ,' �o products within a quality assurance program that complies with I:NS ISO/IEC 17020 and Guide 53. e• No 43409_ �Ir. o. . STATE OF `9 1. O o, �ios'S5+io �►e� ti a LyndonFL PE No.43409 16/19/2017 Sheet 1 of 1