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HomeMy WebLinkAboutUntitled (3) Qr.e_v, R R W Building Consultants, Inc. BConsulting 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 ;Pr oductEvalaation Reporl '. • _. • RepotAro:: " FL 1734 :.DiTte: September. 25,2017 ' Product Sub Category Manufacturer Product Name Category Plastpro Inc. Glazed Fiberglass Doors Exterior Swinging Exterior Door 5200 W.Century Blvd. Singles Doors Assemblies Los Angeles,CA w/or w/out Sidelites Phone 440.969.9773 Inswing/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.61 G20-3, 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: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code 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 borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 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 drawing FL-17347.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01391144 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright TEL 01390244 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01390410 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton,P.E. 2. Drawing No. Prepared by. Signed&Sealed by No. FL-17347.1 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. 0161 SCH44 '1'8 47 d S `` v_ o �,.%J (-• aoo : :/"..".- °11' : No 43409 % m o i0 1 . o . , ,3o oar' 1 STATE OF /h d®0 .4°,• '(,a C� t 1 c•,.';mo o LyndonFL PE No.43409 Sheet 1 of 1 �e*.",7, 1�`�}N A\-`'�".4.,'" � 9/25/2017 t',. . Vif --k./141 • tu Q a nart If C- II .,� ,�,..rb3 l F'ii j ... ti _i{k...7,..1"jU 1 �� �/ �;� I flit „ U `fwr,_ gtsl 1 117;s` gi7=1 BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge ' Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search 1 Florida r "'' I^I: Public WI Product Approval User i Product Approval Menu>Product or Application Search>Application List>Application Detail .7.:,::7 f-� i FL# FL17347 R2 v!E._.-1;Fuc: . ,. .!!! Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson©plastprolnc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. L1 Validation Checklist-Hardcopy Received Certificate of Independence FL17347 R2 COI (a)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ASTM E331 2000 TAS 201,202,203 1994 Equivalence of Product Standards • Certified By Florida Licensed Professional Engineer or Architect FL17347 R2 Eauiv (b)Equivalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted ,08/13/2017 Date Validated 09/26/2017 Date Pending FBC Approval 09/29/2017 Date Approved 12/12/2017 Summary of Products i Model,Number or Name Description 17347, a. Fiberglass Door "Non-ImpFiberglass Glazed Door-Single with or without Sidelites(X, X or XO,OXO)Outswing/Inswing Configur ons up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 'Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.1.ndf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.2 b. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.2 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.2.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.3 c. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.3 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.3.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.4 d. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing • Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A • Evaluation Reports Other:See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.4.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.5.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes rCV CITi :'1' ,```tt`tn1l Wit,/ CCS k. ry Y�7. as t r ® _ ,' ::11.4;g:.:. „,.. Zjr ` O• G1 Y� Fl ._ .,,, g r 1 IS MAX.OVERALL FRAME WIDTH _t , ::1,. F L 37.25'MAX 375'MAX. y V ? Z� r`0005200 W. CENTURY BLVD. I_FRAME WIDTH 11-FRAMEWIDiH-j '�'' �� gmLOS ANGELES, CA 900457 .- 'p �. Z a�o��I nln0 CI Z GLAZED FIBERGLASS DOORS = -0 ^ 52xz a Sa , P. E en Cu SINGLES W Z - o x �� g 5a 9 m° n7 V C 0 !N „ 4 7 m (7:E. 1� W/ or w/o SIDELITES 42 ga H. E oz INSWING/OUTSWiNG h V ; "NON-IMPACT" I 0 GENERAL NOTES 1 rr o� e t s-I I- -Il-ts zo ', 1. This product has been evaluated and is in compliance with the 6th oz Edition(2017)Florida Building Code(FEC)structural requirements o av1 } QCw7 excluding the"High Velocity Hurricane Zone"(HVHZ). 01y l a 2. Product anchors shall be as listed and spaced as shown on details. - e� , Anchor embedment to base material shall be beyond wall dressing I 0 ES E Eor stucco. x • x . o ° ii3. When used in areas requiring wind borne debris protection,this e a ,E product Is required to be protected with an Impact resistant covering 11.1 _ m that complies with FBC Sections 1609.1.2&R301.2.1.2. ---- A. For 2x stud framing construction,anchoring of these units shall be the X OX XO _ F same as that shown for 2x buck masonry construction. =6- 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered in architect. o o TABLE OF CONTENTS W.' MAX DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSIJ a c SH Typical elevations, JAMB INSWING OUTSWING .. CONFIGURATION FRAME 5 S • 1 Typical elevations,design pressures&general notes REINFORCEMENT „POSITIVE NEGATIVE,..P.OSiIIVE NEGATIVE DIMENSION a 2 Door&Siderite panel details 2 Z X 37.5"x 82.0" N/A +47.0 •47.0 +47.0 -47.0 d z 3 Lite frame glazing details N C o h LL 4 Elevations 74.75"x132.0" N/A +35.0 -40.0 +35.0 -35.0 8 a i. s Horizontal cross sections 6 Horizontal&Vertical Cross Sections(2X Buck( OX/X0 75.5"x 82.0" 1 x +40.0 •45.0 +40.0 -40.0 N-z v z 7 Horizontal&Vertical Cross Sections(1X Buck) 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 eat 10/08/14 i i 8 Horizontal&Vertical Cross Sections(Direct to Masonry) 112.0"x 82.0" N/A +35.0 -35.0 +35.0 -35.0 mu. N.T.S. 9 . 9 Vertical Cross Sections(Thresholds) OXO 113.5"x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 °W0'°fc JK m' s 10 Horizontal&Vertical Cross Sections(Direct to Masonry) CNK.in: lJK 3 I11 Buck anchoring t 15.0"x 82.0" 2X +47.0 47.0 +47.0 -47.0 nwa++r c NO.:12 Frame anchoring&hardware details MG NO.:7347.1 5 13 BM of materials and components ° sear 1 or 13 N 0 G d RAClints\Pastpro.Inc PERMAND\MA-Florida Product Approvatetil.-17347 Fiberglass Door-Impzict-ncinimpacitC-11.4u.ingstFL-17347 6TH ED(2017M-17347.1-2dwg.4.1 . _. . c 10110041:44) . m PC 3. 41)I .0. Ma 41040 • 0 Z 40,4) 0904)41) . . (I) '1,.... -,.... R1 R 8 010 411010 . ......,,. ._ >4 0 z CD .7 A .: 0 0 -..., . - . 0$ >C> 0 >< Cs CO 2 'C.,... 0 040 •0I CD .ai eD 4 osoivit;if!It i,toN„ C0000 S' \I"ucalsta:"..?' r..... i No.43409 %-• le."4_ 7.-- 1(__.• i*T- i.:13 B ,p P. g A. PRODUT:Ceceumanta Praparad WI, \ ,.... . ,„....,.,P.••—e....".:' . PLAS-1PRO INC Lyndon F. Schmidt , AL'*.:•snst.•-.•'_dit.rs- 1 r- P w • — FTSERCLASS DOOR P.R. No. 4.3401, '/7P/ON—Al.....Vss%.*- 7/27/17 upcuaz TO 6TH ED. (2017)FBC .IX. PART OR ASSEMBLY: IC, >I ''' Y) 7. NIO SATs/Els UPDATE TO 5TH ED.U014) PDC ' JK BY ELEVAONS TIRiliff BUILDING CONSULTANTS. INC. P.O. Box 230. VolrIco, FL 33595 Phone, No.: 81.3.659.9197 REVISIONS FBPE CA No. 9613 0 2014 R.W.ElLnLoolo CONsIULTANTS INC. • i n d z- �, d0 Cj 133HS a a ° t'LbELt-1J D+ 'ON°MMVNQ 3 S.47 `la'ma 9 gi Mr `,'OM uawaojolutea quip('xiuew oiolutaa gwDt' uawaDJolulaa gwof x 'STN •This PDlwis idu sul)umogs 6uws{n0(—) Damp lmsul)umoys 6uimstno S (�oiwls uvnslq)woos 6uws{n0 S z F,--; tit/ao%t�Jw NODE SS080 7d1NOZ180H NOIIJ3S SS087 71+1NOZI80H O9 0 " NOLD3S SS08J 1VLNOZIWOH O 1' n 2_ N ® ' 0 = P 1310N 33S 0 ® nOla31X3 l 310N 33S 0 aola3ll(3 O 1310N 33S $ Li o. 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'i O 0 ill, 0 Vw�=�` co at.= 0 0 O i. m O 0 Js,ll,c11►V`� 1-1/4"MIN. ,`\.• .ir1N,,,l 00 0 O - EMB.(TYP.) c. 7d�L�A,p/, 0 0.15 Q `� �, = ° 0 CSINK-� C o• 0111 v * L iz.=="n Z °. Ell •, . . .• p p .o ,'��llllj x•11\y�\ v N,- up a 0 v• • ' \) t: I h" 4'„I:- .. .- ••• il V,. . 4. a FA, ,.,;_..-7,1 •1:1�S•IH"•1'-•1�1: :al I LL 7 (0 a Cl.o • <fll111 i1llllllll/tY4 I. 8 4 i 68 ° 0 O Q zg �� 5 z 77-Zii . ,75 1-1/4"MIN. try '� 0.. ro ,-• EMB.(TYP.j I O 4�ig 0 Fr , (U il '^ au, E O1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR \mill_ INTERIOR ttn a oy Outswing shown(Inswing similar) O Ouhwing shown(Inswing slmila•) 01 o d 4 VERTICAL CROSS SECTION a. a Y. NOTE: © O Outswing shown(Inswing*villa') a54>- a. 1.Spacing for Item L:6"from each end and 3 more C m equally spaced along side%le lamb(5101011. L (f) c. O 0 2.Spacing for Item 1(head 8 s1l:6"from each end,1 0.15'CSINK •., ° a C=derin%2addlionalat3'&4.5'from end P ,' = v. adlaeentiodoor. � ) IT •^ ''; ° y = p vN, v, z ti in SEE NOTE 1 0 I ° I ° • 0 �^ � o o .� INTERIOR • •• ellimil"1"11.P.-- i g 11111111':".„: . `: $ 111'11!lt:\N:iU�nla • ����+��' © 7.7.m 4 _W p� •' O ,— P•4,1— p 0 •ir O 'N..' III \u.1 I ry " � .ea \vO 0 i. SEE NATE 2 ;� r x N'z o O 0` 0 Z rNTe 10/08/14 EXTERIOR 0 a . sr.!•. N.T.S. g t 0 0 r INTERIOR EXTERIOR •o JK e 5 1 1-1/4" Doc rt..: LFS 3 g EMB.CD HORIZONTAL CROSS SEC ION (NP) O VERTICAL CROSS SECTION °Rurnm,Ho 02 Oulswing shown(Inswing simicr) 6 Outswing shown(Inswing similar) FL-17347.1 n c — SHEET_Or J.Y ; G • E \`\```„„1{T111/r/,,///// th © O ."NI I.:I..' ° • • .. I 11111111!....m.11.1..".111115;� .�. / ,,,, Ei .,.: ''',,111.11{" j`` U N m 2 A m K 64 ii .. O O 0 Zd '\ v Z o2U d g \ maaL • . 11 INTERIOR r pc O ;aa0 ... F e p g 43 F � liv�r,/ � w,�1�® l��i� I EXTERIOR INTERIOR �m •. ,, EXTERIOROte iO ® O O o a 1-1/4"MIN. VERIICALCROSS SECTION am 1 1-1/4"MIN. 0 EMB. (TYP.) O7 Shown w/IXsub•buck E N p EMB.(TYP.) Oulswing shown(Inswing similar) am .Q E lO HORIZONTAL CROSS SECTION CIHORIZONTAL CROSS SECTION © o o =P,Shownw/1Xsub-buck Shown w/1X sub-buck 0 t •o Outswing shown(Inswing similar! Outswing shoxm(Inswing similar) 0 a a U QO • ,- G "D n • ° " n " U mumO C W N .44 g NOTE ` fr �.,N tY11111,...,„,. 1.Spacing for item L•6"from each end and 3 more \\- SEE NOTE 2 O I Q a.a ci equally spaced along sidelite tomb(5 total). " O n N F it 2.Spacing for item L®hood&sTl;6"from each end,1 SEE NOTE 1 EXTERIOR �{% INTERIOR ^a Q ®centerline,2 additional at 3"&4S'from end ^o o B' adjacent to door. "'"z o Q O A 5 VERTICAL CROSS SECTION DATE 10/08/14 i 1-1/4"MIN.d 7O Shown w/IXsub-buck suu N.T.S. EMB.(TYP.) Outswing shown(Inswing simlar) scAl m .K m' e (yIOPJZONTAL CROSS SECTIONC ,m: LFS oa,Hc Ho.Outswing shown(Inswing simlar) m FL-17347.t n SHEET 7 OF 1,3 N 2- • 0 0 0 , .. %0 ` .•• .. l:. isil N` r0 is•-zit `a � Ml 7tt 03 ci 0 rUl:7 o4:0= em° O _ X°GI. EL . 411/1 HILL iO n z • L $- ° - ��" gm aO a INiERIOR I ° N m`I aau` IT 1 -.i' I ! . o, Imo►tMS,/ AA A ° ° • \ EXTERIOR O O De Qi no Ee ° EXTERIOR INTERIOR --J22 I UO 0 0 0 0 ?-ca, PP. 1-1/4"MIN. 4 VERTICAL CROSS SECTION .,_,,. . 1-1/4'"MIN. EMB. P. cz v ANY B' ') � ) Shown uts nring�shown(Insw ng similar) am ly O HORIZONTAL CROSS SECTION G ¢ z t. lO HORIZONTAL CROSS SECTION 8 shown Daed to MOsonry © n F m g. g Shown Direct to Masonry Outswing shown(inswing slmilor) a: ii, ce a a Ower Outswingshown(Inswing 0 o 4 O E v> • 0 ° UU " D a H N D 2 ..w.v .� W W � a. NOTE , /%� k•a' 1.Spacing for item L 6"from each end and 3 more w : ° SEE NOTE 2 0 r;i� ®i equally spaced along sidelite jamb(5 total). \\ ` . D 0 w 2.Spacingforltem L @ head&sill:6"from each end,t ° q / "< t g @ centrline,2 additional at 3"&4.5"from end " EXTERIOR •1 INTERIOR ;o° w adjacent to door. 0 O w °z ° SEE NOTE 1 5 VERTICAL CROSS SECTION DAta 10/08/14 13 EMS.(TYP.) SCALE. N.T.S. 1-1/4"MIN. B O ^B Mas 9simlar) ONO.NH JK m' s O HORIZONTAL CROSS SECTION �K LFs & g shown Direct to Masonry DRAMS ND.: ¢ m V Outswingshown(Inswing similar) FL-17347. — SHEET$OF 13 w �a R:\CGenIMastpro.Inc PERMANEN1\A-Florida Product Approva1s1F1-17347 Fiberglass Deer-Impact-nonimpan\C-Drawings\FL-17347 6TH ED 12017)\FL-173471-2.dwg.9.1 . 1-1/4"MIN. 1-1/4"MK ..... T EMB.(TYP.) EMB.[TYP.) 3 a H _ m Iy• • 0 .‘7\44: [�ISI ••. isi:: __,iiilt, ,. . ,n a . . ..„„„,w,„„„.. .•. : o p., H J m o O e 1-I/4"MIN. EMB.(TYP.) 1-1/4'MIN. © EMB.ow.) © • - 'a re= 03 i .oa .1T. ( • , rn .1,n in a. o c. A 41 g 6 ,$, 2 ny . - 6 li,:,_, . . ,,, o 6-i O Ut Z S N FS 9=-, R "ow a.Tm CLQ' to (- 0 ta. � �n :WW1 ww WE. a s z • 0 0111i1TNT IT�� �� No.43409 1-1/4"MIN. am*; * ;*Fr i Q PRODUCT: Documents Prepared By:��V•'•, awc, 6f4/� El '` 6 0 PLASTPRO INC Lyndon F. Schmidt �,�' 9P:•• •� ! o FlBERGLASS DOOR P.E. No. 43409 ''f1-410/V ``�� o L •• y 0 2 7/27/17 UPA47E TO 6TH CO (2017)F6C - JK PART OR ASSEMBLY: �/r�(/��BUILDING CONSULTANTSiii'f INC`1+` IV toS. 7 04/14/15 UPDATE TO 5TH ED. (2014)FBC JK VERTICAL CROSS to Ir YV P.O. Box 230. VoIAeo. FL 33593 t + NO DATE SECTIONS (THRESHOLDS) Phono No.: 813.659.9197 . REVISIONS FBPE C.A. 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BILLOF MATERIALS ITEM* DESCRIPRON MATERIAL T— -%$V r,, -77-77."7:777—r-1— — — I ::•Fzrir, ',"tr:- fin, A 1 X BUCK(0 5=0A2) WOOD B 2X BUCK(G>.0.42) WOOD :::(1)1. 4 c 44 6-1 ?-) • : :-.• 60, C 1/4"MAX.SHIM SPACE • -- I--2.44"—1-----2.13'----1 !:..; 1:*l's. i 4.z.- D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ', i'............,,-•e, MASONRY-3,000 PSI MN.CONCRETE CONFORMING TO ACI fins tint%b`• E CONCRETE 0 POLY FIBER JAMB 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I •„, ;4 0 r,Z z i G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL '" fi g d • g 1,, t I 1/4"X 1-3/4"PFH ELCO OR VWSCREW CONCRETE STEEL T-7-11L1 . t• "- IP k gn.7 211?:kr!? ql J #10 X 2"PFH WOOD SCREW STEEL F,Il L #10 X 2-1/T PFH WOOD SCREW(1.15"MIN.EMB.) STEEL .,z — 1 Tz. M 3/16"X 2-1/4"nw CONCRETE SCREW ___ STEEL I I E: 5 z 4.56" 4.56" N 3/16"X 2-3/4"I1W CONCRETE SCREW STEEL .... i R P 1/(X 2-1/4'PFH ELCO CONCRETE SCREW STEEL 0 taiNSdWurolhirtsTaiHResESIHOLD 2 1 POLY FIBER JAMB COMP. 4 TX REINFORCEMENT (0>=0.55) WOOD1 I----2.1"-- ( ADA THRESHOLD cm :'... 5 2X RENFORCEMENT (G>=0.55) WOODMEM '‘,..`...1 DLP oo .4.8 6 DOOR SWEEP PVC ADAPTER 0..z 't 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM F- En 9 IR x 3/4"PFH WOOD SCREW STEEL t4 !lir"- kl 'F. 'S Rtu -0n Itti a 11 4"X 4"HINGE STEEL r_Dar,r. 1 .6.6 12 LATCH STRIKE PLATE STEEL , . • ININI ER ,, w CO 13 DEADBOLT STRIKE PLATE 20 INSWING THRESHOLD STEEL ALUM/COMP 4.56" . ' o = 0 o ° S 21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP I- o.w ;;*)INS4TING THRESHOLD w/SIDEHTE ADA PIER 4.56" i22 OUTSWING THRESHOLD ALUM/COMP v.;_-...1 Endure(Z-Sedes) 11,-„)OUTSWING THRESHOLD ., 23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP 22 Endura(Modes) 24 ADA THRESHOLD ALUM En 25 OUTSWING THRESHOLD • ALUM/COMP 456" of - SIDEUlE c0 A • ADAPTER r.V- 26 INSWING THRESHOLD ALUM/COMP r 2 40 DOOR PANEL — _______-_,-.4-orl: 50 SIDELITE PANEL - - c.-,,,...-. ...._, i CD Am r .1.—ucw---........, g fa 9- tn 1 0 ODLUISWF NG THRESHOLD 7_111111111111P111 41 E. LI CONCRETEANCHOR NOTES: I. 4.56" I 1.Concrete anchor locations at the comets may be adjusted to maintain The min. ila a a D.ft. d 4 edge distance to mortar joints. ci I--t—2.12"--•• 43\OUTSWING THRESHOLD w/SIDEUTE ADAPTER n n 3 g 2.Concrete anchor locations noted as"MAX ON CENTER'must be adjusted to L ' N n tl `.:V Erodure(Z-Sedes) a maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. . zr. 3.Concrete anchor table: g a , I .',AocktiR.:•AskiloR .....:.:41/11N:',..;::/w/4...cLEARANcE .6;116LCDLEJAARcAEr: I bled ilia*wreiii..--------_.-- 4.57' -dli Z o •::-:'tePE' '"':. EDGE.:.'Ei1EEDMENT'..-,-TP:MAS9M,Y....:. IP A . r, -—I ____ I ill 1,...,----.......--- --il CAM 10/08/14 2 2 MN BUILDEX 3/16" 1-1/4" 3" 1-1/2" —1 TAPCON° 1/4" 1-1/4" 2" 4' in I 1 ' 4.57" MC.BY: WC m c't -'-- .0 1/4" 1-1/4" 1" 4" g. ULTRACOn CHK Br: LFS g 67;\INSWING THRESHOLD w/SIDELHE ADAPTER (;;* INSWING THRESHOLD DRASSMO NO.: d .- WOOD SCREW INSTALLATION NOTES: DLP DLP V.f.I DLP a-17347.1 'I t 1.Maintain a mtnimum 5/8"edge distance.1"end distance,&r o.c.spacing of . a wood screws to prevent the splitting of wood. 8 wiser 13 OF 13 g • . . �323s' N iLPbor ((- rei crd"-+ e,"4-c/ cQovr�, c,e j S i Ze 5r2�