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HomeMy WebLinkAboutProduct Approval • t 1 ; l:,s4.:'VTjjV:,itlu BUS Home i Log In User Registration Hot Topics i Submit Surcharge 1 Stats&Facts i Publications :' Contact Us BCIS Site Map i Links Search ; r i!Qlull ... Product Approval USER:Public User Product Approval Menu>Product or application Search>Application List>Application Detail FL# dieglW Application Type Re_' •. Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 • (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com ate a Quality Assurance Representative r: Address/Phone/Email 'i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute • Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E1886 2005 • ASTM E1996 2006 RF ASTM E283 2004 CFlve0 ASTM E330 2002 TAS 202 1994 Per -v 2018 St ,1)9Oe Equivalence'of Product Standards `4ClQ COY.n�ent Certified By Product Approval Method Method 1 Option A Date Submitted 02/21/2018 Date Validated 02/26/2018 Date Pending FBC Approval Date Approved 03/06/2018 Summary of Products FL# Model,Number or Name Description 16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,3'-0"x 6'-8"and Fiberglass 3'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R9 C CAC N1011919.Q1-R7.odf Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011919-R7.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2026 Other: Installation Instructions FL15674 R9 II A010851A SS 2014-09-26.odf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R9 AE PER2J5Q SS 2k14-09-26.t)df Created by Independent Third Party:Yes 166741_,) B Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door,3'-0"x 6'-8"and Fiberglass 3'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R9 C CAC N1011918.01-R8.odf Approved for use o . .VHZ:Yes FL15674 R9 C CAC N1011918-R8.odf Impact Resista :Yes Quality Assurance Contract Expiration Date Design Pressu -:+50/-50 03/30/2026 Other: Installation Instructions FL16674 R9 II A010852A SS 2014-09-26A-611 Verified By:Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R9 AE PER2751 SS 2014-09-26,odf 'Created by Independent Third Party:Yes 16674.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door,6'-0"x 6'-8"and Fiberglass 6'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R9 C CAC NI011916.01-R7.odf Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011916-R7.adf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2026 Other: Installation Instructions FL16674 R9 11 A010853A SS 2014-Q9-26.pyff Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R9 AL PER2752 SS 2014-09-26.odf Created by Independent Third Party:Yes 16674.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-B"and Fiberglass 6'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R9 C CAC NI011917.01-R7.odf Approved for use outside HVHZ:Yes FL15674 R9 C CAC N1011917-RB.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2026 Other: Installation Instructions FL16674 R9 II A010854A 55 2014-09-26.ndf Verified By:Hermes F.Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R9 AE PER2753 S5 2014-09-26.edf Created by Independent Third Party:Yes 16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s)(X,O/O,X/O,X,O)Impact Opaque Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16674 R9 C CAC N1011922.01-R8.odf Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011922-RB.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2026 Other: Installation Instructions • - - PREPA11E001: r i-F a BUILDING®P5,INC. J. WINDOWS & DOORS I/.0M14MrorOW.SR236 371/2"MAX._ "`;1"4,19"'"'a U.A.WIDTH .. VJ,19i.G2N,6:au DESIGN PRO/SMOOTH PRO FULL LITE a� .0 W IMPACT APPROVED ......37123"MAX._ !r---11,,, O.A.WIDTH W P)r NFOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) v� -MIA �� I o 4 z U,?.;,4, a a.04 r� oLu w J qR' Ill Z cc o4IAW ,4'aGENERAL NOTES: 1E18 x 4Sp¢ 2 Z ^�+x N m�W Q ° rOLU CD 1. TIHE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT Io 0 W I0 = ~�.x 0 4 ~INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 1'^.m �" 9 g rn r.a o.at - QIFBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TD THE FOLLOWING: o Z= sI'Q z Q ` • LISP d , � $$ I� w t/1• 2 3 z- ® ° s F a d i J • 05 t,3 4 QQ, CY06 '^° o `vJ o02 z �•I t ui a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE _— 5 RESISTING SYSTEM CAPABLE OF'WITHSTANDING AND'TRANSFERRING APPLIED PRODUCT LOADS'JU THE Al 1 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF - - ..„,,.__,._,.. - . - _ REMARKS BY DATE INSTALLATION, QQ�QQQ a 9 QQ Q a /1 �tl�11111.110M3/VP a 4 41 4 O �V 4 l0 Ada nun all,NIP lad&4naWstt GL 116/23/14 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR P.ELEVATION 1 TVP.ELEVATION 2 Add TA!20214 LMdurd WAS 09/22/74 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED ® 6-•OOORNFI41? e7eFoipR now, -- HEREIN,A LICENSED ENGINEER DR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. NM 1.11 MN br.V IDIXOP el K1W4 OP MA 4, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT :i1.0,0v a,urercima:'m:>'n10A0n,e RESISTANCE FOR WINO ZONE 3 OR LESS. ...ran=u:m.n r'r vi nunmmA.•m ``iVgS �YSiL�y�'Z 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOIL GLAZING DETAILS, F. "ar°F,• O f,'' 6. FULL LITE APPROVAL COVERS LISE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN `'• c,,Q- '' •6 ,�J I'. GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON,RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'•8”DOORS ''Z';")..\C`• iT O AT OP+/-50 PSF ONLY. NOTE: `,�, " .�' �:,„.1..�, 7. NOTE: AFC() H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP( OF 9.75 PSF. DOORS SHOWN ABOVE MAY BE LEFT 93 V. 'T'T y •• :T REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING DOORS. Zr PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY TT O ••..'1.•_-•A ' ` OVERHANG SUCH THAT OVERHANG(OH)RATIO v OH LENGTH i OH HEIGHT ISS 1.0 99.........• _ , /'��'''',41.1 NALIr:E?G�' as•M64no+,A;ICH 1144 cull Cl Avn4x'NrCu An Inn TABLE OF CONTENTS - --"--- -- I IgitallysIgned by Hermes F:Norero,P.E.----..-- SHEET REVISION SHEET DESCRIPTION T-eason:I am approving this document 1 9 TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2014.09.7675:41:5.5.04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE IMF) 3 A OPTIONAL.2X BUCK Y. ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHIC '— �'--'--'—' ------- CONFIGURATION INSWING OUTSWING IMPACT GL TJM SS 'MSS 4 A —^^—�— VERTICAL ASSEMBLIES WIDTH HEIGHT RATING SCALE' 5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. EG. NTS X 3'•0' 6'^8"--4)5O' S0 50• 50 LMI&SMI DWG'B:A010852A 6 A GLAZING DETAILS --� - SHEET: ,_ 7 A _—_ ^�___—_— WOOD SUBSTRATES �_____^__ XRADIl1.3 3'•0" 6'.8.` SO' .SO 50' 50 LMI&SMI OF 8 A CONCRETE.SUBSTRATES X 3'4" 8'40" 50• 50 50• SO LMI&SMI 1 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. / PREPARED RY: ! INSTALLATIONNOTES_ -� 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 5HIM(5).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMIS)SHALL RE Inn L.OM.OIACN UM,M..JIM CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. um.WO,II Wend "n:rN.IIAY4111 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FM,195.1)144.07.311 WIR•w,rw).,IMi�yM,Y1na"n STUCCO,FOAM,BRICK VENEER,AND SIDING. W W 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE.MUST BF.MADE OF CORROSION RESISTANT MATERIAL F- OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE.INSTALLED IN ACCORDANCE WITH ANCHOR Q p$,y MANUFACTURER'S INSTALLATION INSTRUCTIONS. y °' _371/2"MAX. a Z -2 p S S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 0,A.WIDTH OW Z a JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK DR EDGE OF MORTAR JOINT INTO FACE 3"'TYP. 3"UP. ,c-- Q a R.. SHELL OF BLOCK. In I' 4 a N $ -I II 0q j ingt 1. 6. FOR 2%STUD CONSTRUCTION,ANCHORING OF T HESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 'Tim__ ;a Ci g O} A,x >- 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE EASED ON SUBSTRATE MATERIALS WITH THE �� x FOLLOWING PROPERTIES: 4A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. o B• CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, 1� LZ7 =C. GROUT-FILLEDCMU-UNITSTRENGTHCONFORMSTOASTMC-90WITHMINIMUMCOMPRESSIVESTRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 0^,.IPSI, r`D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH 'ci )1115OF2000 PSLz i Uq 8. SEE.SHEETS 7AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHORiii : • LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9, OPTIONALLY,ANCHORS CMI BEPLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM ,ldd dun dn,3tr lock c names a eI Ut/21/1< EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. a ANCHOR TABLE -I . 5' -- - IAIIn<U1+04,t rouwul I$AAJ1.:JA01".,+,K. WI YVW kOI SI SESA000CFP.1.1.0It/Y IMI 6'8"DOORS WO"DOORS ' w+n•nrvnlnnS<n,wntUa001140.0. M. T P.ANCHOR LAYOUT AllIMI OYAA.%I41Y3LNM 1.✓OIN.0410111+1A ANCHOR MIN. MIN.EDGE Mn.o.x1310Umnom 1T ndmunuAru ANCHOR TYPE SUBSTRATE MAX,O.C. MAR,O.C. \YIlf�yS���F. a 512E EMBEDMENT DISTANCE % S F. /// SPACING AT SPACING AT .� ON, O,. ./., JAMBS JAMBS •NOTE: �•:` 'F '' 25. . WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)OF1lY. r4.'•�"��• !L 7...�'� WOOD SCREW N10 OR FRAMING 1'1/2" 3/4' 1'7-1/2' 17.1/4" _79'.-.:•:.-- i �' ITN/TAPCON 3/16" CONCRETE/CMU 1.2/4" 2-1/2" 17.1/2" 17.1/4" 1. � �.,T' - '� • ELCO ULTRACON 1/4" CONCRETE/CMU 1318"-CONC, 1" 17.1/2" 17.1/4" 'i'i s.C•',•-••••••••• `V\ % 1-1/4"-CMU /f//nM.�j(4124IX: ON Sq I.' gorlitti.I„ ITW TAPCON 3/16" CONCRETE/CMU 1.1/4" 1' 10" 14.3/8" uwxm,u Maw _ NOTE: un am a wnxv,IANdr1 w:no. BE LEF 02 OR RIGHT RAND OPERAT N6 DOORS. -- -'- -"- ---___ 2.49 X 21/1"FFI1 SCREWS• -,.! 2•P9 x 2 lit'PPR DETAIL 02 _...-(2_,..- 10 DATE; 02.05.14 . PPH SCREWS TYI T SHO A -/ DWG. Y: CHK. Y: ■P MULTI-POINT PLATE L C1T0TtlULl' PLATE LocanoN . GL/TJM SS/MSS DETAIL 82` IRR PLATE SHOWN) - __- " SCALE: NTS INT.HOPPE I.801TOF1 SH<X)1' - D2 OWO.9:A010852A MULTIPOINT SHOOT BOLT 3D'I PLATE --- - PI'_ ___....____..I PLATE LOCATION HOPPE 07098911 SHEET: OF9 SILL SECTION VIEW (/fc��HEAD SECTION VIEW 2 C� IMWIN45113SuouAl1.04 YMMM \......4.1 )/ INS\VINGd1NI0410,102 SM1MI1 / re OREWIDE BY, ® ` BUILDING DROPS,INC. 19,,1 L.CN11a Mtn RIFE,SIL,338 DAV.FUN,II.11DE4 Mt 1'31119 4119 VOL'• 1'05.11>HAT'B 41/2"TYP. 41/2"TYP. w¢ « n' ...1+,w„01,"1.w,,, 11/2"OFFSET 4 Uv1'l0 toi 9 0Ff. V j Y( 1 q Ncot "'ALL _ .0 g� � "S w Lu 2 ¢ Q w z- o a t9, % �..0 U r.,., i. a ti FF REMARKS BY DATE ,Add AIM 1114 MP No B lldluS LI GI.03/23/18 TYP.ANCHOR LAYOUT , PDOVnl 11 DUCK IN cONCOcir7Ma5'0Na1 TM Diliul2IIII,Slei 9,01,11if1 O,NIu.8S4UIO S.u(F .9.1.9 MOI Cf 1U11N0VC10 IN v.11013 On Pµ3 ti11,0U1 V.1019119.92919,01.0.0100190099.090. KL11M11DM5.45URONl NM1gY,Nr$i 0019190 1.+[0011001,9110111 1 1001 R1:1a11110 MI PtYs;01.S111 .404,110 1 1/4"MIN.EMBED TYP. ���s.%•aeS F, O:/,,,, III L� ■![ SEE TABLE ? ;X BUCK ANCHOR TABLE �'• . �� O �'� pY-• 6'8"DOORS 8'0"DOORS 7 •0 . •T.T.1 (> l O; t i I 2 MIN,EDGE MIN.CENTER �1 7 [y ANCHOR MIN. 2 W 1 1 ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER %C),�a'•,,.L•^01'...'.. 40 t? ill SUBSTRATE DISTANCE MAX.O.C, MAX.O.C. i� F „••,+•' S. 0 o 1 SPACING AT SPACING AT "o• S,p,_' .0,0,�� 2X WOOD BUCK 2X WOOD BUCK INSTALL JAMBS IAMBS '4�. N�L'+"�ttYY>>‘ ANCHOR PER BUCK ANCHOR TABLE 1TW TAPCON 1/4" CONCRETE/CMU. 1.1/4" 7.1/2" 4" 2� 30.5/4" S'112' '�«PEd�0.N.1b _-.._- ___•_ -. _-- _ wl.uu al n:.Inlauu:ax,mu nus ELCO Ill:MACON 1/4" CONCRETE/CMU 13/R"'CONK. 1" 4" 25" 30.1/4" -" T3 2X WOOD BUCK INSTALL. ( 2X WOOD BUCK INSTALL. 1•/4 •CMU - .__ v CA MSIu1GN `,-.J SIDI0N1v DATE: 02.05.14 NOTES: DWG.8pY: CHK. Y: GLlTJM SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS 2.. ANCHORS MAY BE.STAGGERED AS SHOWN IN DETAIL 4/3. DWG.tl:A010852A SHEET: OF 9 3 1 .. PREPARED OY: C.) BUILDING DROPS,INC. I%t DANIA WV,eVill ME 310 7 277;/..77;,":27727 , 0/41.6(SEMI,1'1 MCA* // /";)IN 1 01 0/Efl?..w,Akft5:1111",,,..2 two . NI ED i.0 ,... INTERIOR EXTERIOR EXTERIOR NB INTERIOR 0 L I .... Ipii,-If 1 0 INTERIOR . / EXTERIOR xt.ca 0 g" ,,,,......-„,„. . . ,..; T4 tti , ••,,,,.••••:01,— I , ,. :1 1._.....4 0 CL 2 Lig,T.,i OPERABLE HEAD ouTscvitTiG SHOWA17117iiiING SIMILAR (9 OPERABLE SILL INSWING— ENDURA ZAIL4565F rrt OPERABLE SILL 1,,V OUTSWING ACO -2297 g Z —I .. 6 0 p. Zi 4, w 0 > 0.0 E .11 REMARKS 8?DATE EXTERIOR NM INTERIOR /MAIM Ott MP WO Radios tt(it DEP.„3/14 INTERIOR EXTERIOR 7 INTERIOR 1111111 EXTERIOR irIML ..t. 6 Aiinns. ,411111"11102dam' ..) -ILI i_§ , '-••"4-0••••o'"••••74•3 0''•' Ck. Tri.'r''''Virs'ii?'-...,•—r",-;,.. __DI ilikie.t.ttek...0413 i.:., o MO S.int kV KRUIZOWCO.141.01t(1,11,Akt - 0400,401 vnemot CCAsttO Of Ma.060..S.Dit 440M4/4.A344,11411.41,00441.11.0.110, amtttonno,RomMtvwitemMOI PEIWITTO NM (D OPERABLE ADA SILL 0 OPERABLE SILL INSWING (:) OPERABLE SILL OUTSWING ”ltiVxm.,MP IVA . •: er.*.\S ......-• ), •r I -P 1. ENDURA HCISOOD AFCO A-276/04 000 OPTIONAL AFCO H.497 Z., e. c.o 1.'• = ••ts I,T-l' • :4:t• Z 1:,0,0\"L.0- ii ' ''',/1_'1,40•10*/A\''S r 7;lit 1•••r•letr 11 5141 4.411 004P,O*001:101,10.Nst11 ° .NIERIOR EXTERIOR 8 _..... 8048001004 EXTERIOR • k7,72d -— til. .11,1A. .„..i.. ttt- ..:,..,„,..:.,.:.:7. .,-,z, :4 DATE: 02.05.14 ,...4 Z _..„,:,-,,,,,,A,a.,:,:,,,a2gsc!, ,L_ 4 D0(.3.11Y: OM t•st: GL/TJM SS/MSS SCALE: NTS 08t OPERABLE SILL (9-''\ OPERABLE SILL ,4_) OUTSWING DWG.ik A010852A OUTSWING SHEET: OFD OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBIASESF s..... -,' 1 _ PREPARF.DBY. C.) HINGE SCHEDULE HINGE DETAIL ATTAMB: BUILDING DROPS,INC. PLACE 119 X2-1/2"PHI SCREW NEXT TO WEATHERSTRIP km r..OM/Wit/Q.ara_Mt,116 0005 HEIGHT QUANTITY nwmnrew,n.tuna _......W....._..........-..-...._...-...-__....�_.._..-..... N.:2,6fle.6 lu ' 6'•8" 3 i MM.11111)1M.MM 8,.0^ 4 1k W II $ 0 I 0wLu g° j� -----. \\ „." ' '''''''.......-.. IN Z tC 2 5 1 t // 11 INTERIOR INTERIOR '-,\\ 11•. / V 4 'M1"*LL u xt . .—.- L•R7%2•.1/)."PHILLIPS OR z FQ-^ r . �i Im FLATHEAD WOOD SCREW q Z 4 wri jlj�" Zo / Man Ilgi;:; "."\--;/1"W 3•k9X3/4"PHILLIPS 0 Wo 1• © FLATHEAD WOOL)SCREWS C3 0 < 851E_111UR EXTERIO m -4-n9 PHIl LIPS FLATHEAD WOOD SCREWS USE.3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS C5LOCK JAMBHINGE JAMB REMARKS BY DATE OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR Md ALM piI,MPtwig Gllalhu Ll Ct.ll603/14 010 1+066U461,I I,;YHOPJ:II et tlUiL.1414 1M14,W P.M.60161101100.00 10 W601t0,66061 9-1E9%13/4"I'FII 13•48 X 1 3/B"PFH 16'-8"UNITS) W+160u1rmrne<0wn m avamlw 04.»•6K. 8-N9%2 1/2"PFH 3-48 X 2"PFH .,n MIMIN PwPanx I„cmwrtwn 00 010 ill W/HARDWARE 15-48%13/8"PERI 18%0"UNITS) uc,mrRl 1001x6,1 I I 10100010000 W/STRIKE HARDWARE m•, �*Fr.,•J IG'-8"6 8'•0"UNITS1 1-MPL5TRIKE PLATE COMES W/HARDWARE '`'� 4 TY'�i W/STRIKE HARDWARE {' 4-MPI STRIKE PLATES 4-08%L 3/8"PF11 ,`SNS 0.5 .. 0 l'i,„„, ��'� ® _ -� t•REINFORCEMENT PLATE-� �� ��r' 1 20 �� HOPPF.It251229fi ^ 4'.,r •��,.. /J"7 �o !, • t I: EXTERIOR EXTERIOR, / F. * ,,-'"'Y,!EY II ..., %//.II/ I I f. - i� '•.'(•- •P:' .0 , ir :.rallam ::. .• ,, ...�� 10,1.1 /IIIAW.Sf L INTERIOR at C,1•o6,10 ueecou _ k...- UIIiIRUfl • o Pri anrrunaw;ucu.nur.+�_ _ __ IIIIINIS7 •® 11 DATE.: 02,05.14 _ DWG. Y: CHK. Y: 0 ROCKWELL_M_MULTI-POINT LOCK JAMB p H_OPPE_MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK GL JM SS/MSS 5 OUTSWING SHOWN•INSWING SIMILAR © OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACT1VE PANEL ONLY SCALE: NTS DWG.B:A010852A SHEET: OF 9 5 .../ _ PREPARED OY•. NN BUILDING DROPS,INC. 1911 F...1N1A7I.th MMM,.SIL..Ile %NN DMM11,fI 1.11X4 I.0.111.M9 UIYU IM'175I)F*3I43.I9 4.1 Q6N 40 Lu _ E I-LI q 0 m JR "Mh(. 1/) AIRSPACE I" AX.M �- 111"AIRSPACE I"MAX, 1/2"AIRSPACE 1/Z"AIRSPACE O d W Q ng a OQy6 x' J L.7 INTERIOR EXTERIOR INTERIOR EXTERIOR INTEill EXTERIOR INTERIOR IIEXTERIOR a z F¢—illZ 1/8"ANNEALED G1A55 SI 1/8"ANNEALED G1A55 I. 1/8"ANNEALED GLASS 1%8"ANNEALED GLASS a_ Z -, yn ( --0.0.40"50Ll1TIA FWD --0.090"SOLLRIA PVB INTERLAYER 1t 0.090"SGP INTERLAYER Q I z '! —0.09p'SOIUTIA PVB INTERLAYERBf5it 1/8"TEMPEREDGLASS 1/8"TEMPERED GLASS ' t BYDUPONT " ro ]/8"TEMPERED GLA55x '�N f„ g� 1/8"TEMPERED GLA55 c,I �_ , r+ iIT11 , DOW 995 SILICONE IIIDOW 995 51LICONE _r; ►SI I1lrtl DOW 995 SILICONE ►.' i ? ' DOW 995 SILICONE ......../:;\ II I .1 22 4., .. ' '.... ® 9 SILICONE Add ADA I,Mrlrxw 8 Raalm a GL 0s/: 1"'C Y� ._r h-"r n REMARKS BY DATE --Kill •••- SEAL DOW 9S 51 0 m ;� 7/IC 1 6'-8" GLAZING DETAIL (2)8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL4 GLAZING DETAIL _ _6__) 201/2"MAX.D.LO.WIDTH 6 201/2"MAX.D.L.O.WIDTH 23 7/8"MAX,D.LO.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS • 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.I.O.HEIGHT .6_) 78 7/8"MAX.D.LO.HEIGHT IN 6'8"UNITS AT DPS/.50 P5F ONLY 11 Wtw+Iel.3 Dxat.wnu+.wa r,,,ol0 a,.uf ADO 111.41,OF U VMDLO.U1+'1 w031 C7 PUT .11,01*WINCONXlr,pr 7utolt.o.y,.RC. • e1g1.51,0 tevm OM010 nunrn:OR 0111. NA.crrti 101`t q��114.114441m 15➢., Nil �� ).cNI I7, oSr,� —* ti 1.,'',4griGI ,Ak,n • lye 1.1 (J.PIVta .1u WIA Jvlrl1,U11 IMI MI SI NJn9.N111IAINIL 13.112 NOTE:-- ^ DATE: 02.05.14 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DWG. Y: C . Y; BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON GL/ HKTJM SS/M55 AND RADIUS(SHAPED)I.ITES ARE.APPROVED IN AI.L GLAZING .SCALE: DETAILS SHOWN ABOVE, NTS DWG-II:A010852A SHEET: OF9 6 J - _ PREVAHED OT' 2%WOOD BUCK C.) BUILDING DROPS,INC. Ci .00l..0w01 n1Arn oam..SII_IN MIN. V~i i 6 N�_ 0ANN OIACll,f 1.03r4l EDGE DIST. I WOOD ANCHOR Su!.iv rp. :4)744.4M TABLE SHEET2 2:�� �/• 17nIA1040 WF_ •I SEE TABLEON SHEET Wtfl�w�..hlWli+pb;q+iwn, c I h r —SILICONE gw 2%WOOD BUCK • �' i$P� =F � .,. 0 1 �Q �0%3 c WOOD©OR '- SHIM 2%WOOD BUCK $Q F- ^.Am'S a" SEE TABLE ON SHEET 2 MIN.EMBED. h b CO SEE TABLE SHEET 2 0 4 IA I. HEAD (TYPICAL) 2 JAMB TYPICAL t'3`� OPERABLE SILL ... o W© 7 TSWING SHOWN-INSWING SIMILAR p 0 TSWING SHOWN•INSWING SIMILAR �7 INSWING•NO ANCHOR REQUIRED •• ENDURA ZAIL4565F 0 SILICONE. ~' 1..-.7 r�'w�. ,...,:..:14rs •Eww..'fa.. SILICONE _„ SILICONE lt- wwwf wyrf�. •41 -:;41V5 www P. ���"jwjwj. ��� �w�iwwwww��UM It i'V. �ww�wtor•...' LS.�w•w•y� .:—. _. REMARKS BY DATE 2B WOOD BUCK ---------.. ----. 2K WOOD BUCK Add ADntlll,Nn loch IS 0,,dhn LI GL 06117/Y• --2X WOOD BUCK ,. 00011111110tH 1110001%4001 00,01[01,P4/0 1010001*111010101140111 Irc 1111:m00 0045.II. 0.110A1IOMs,.V111OIft 114410.111 0.11, 1/110 I) OPERABLE SILL OPERABLE SILL HA1tiNf:!i10PM541111'1 gTRT.MllilgAN11 6 �7 OPERABLE SILL ^,�n�` � 5'4rr, — OUTSWING•NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ,``‘ es F.• 0./77ii AFCO 5.2297 AFCO A-2761P-2000 AFCO H-497 `�`�Q• •• 1F,- - 1. SILICONE r I .r 2 SILICONE SILICONE III ulNU�gt4Lu z44rla �'S-�� I011.0I0.1 0:1110.0104,00,00 mww.w� s *www.♦ww 2X WOOD BUCK `----. �_ 2%WOOD BUCK 2K WOOD BUCK J.. +y. DATE: 02.05.14 DWO. Y: CHK. Y: OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL SCALE: (TJM SSLYMSs (-5-.) OUTSWING•NO ANCHOR REQUIRED (3) OUTSWING-NO ANCHOR REQUIRED [ INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A•117 ENDURA ZOBL4565F ENDURA HCI5000 DWG.n:A010852A SHEET: OF9 07 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB A5 LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • PREPARED BY; C.) MIN. ,� TX WOOD BUCK BUILDING DROPS,INC. EDGE LIST. (OPTIONALI -••SILICONE IUB t.DOM OMEN OVA,..Of.ne SEE TABLE SHEET 2 MOM nnar.R.Y+Wo ..n v.7.1 •I1:110 BL!4iN%U 2 O w :'.. / IM Ii11A1lly:.b9 5 W �{ „,�� CONCRETE ANCHOR ...H•••.., _Y,"•....a d` MB'mmammoroatum ` i. SEE'i"ABLE ON SHEF"f2 "•.T""?j. o W :. 11 `'♦a..o♦♦�♦w•.♦m•�♦♦♦♦i Ni L- MASONRY • ec .`.,;. _ BY OTHE115 / �/ CONCRETE/ 0 t,'i h I a• 1 MASONRY 0 44 V1 v v�^' .�/ �•��v OY OTHERS O W W °�4. IX W000 BUCK • O.O 1--• 5.. ��t3�%% '%� (OPTIONAL( aCFA Z N aig ,// / , :�: II 0.25" 0a4_ r- nga u 2 EO Q CO M SHiM CONCRETE ANCHOR ¢ N SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS 0 O. W MIN,EMBED. Z SEE TABLE SHEET 2 W HEAD TYPICAL JAMB TYPICAL O_PERABLE SILL_ r e), OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN•INSWING SIMILAR (D INSWING-NO ANCHOR REQUIRED_ ENDURA IAIL4565F Q UU c SILICONE. i • •Vic ♦♦♦�.. 1� SILICONE .�'<,,i i ,101111111111 SILICONE OM.Ti.:' i9D I♦♦♦� REMARKS BY DATE • •.�s.�.w• ♦ ♦N♦��.' •''..4.11.07.4531.4`,..-.............•-- nao nnn lln,MP Lo B Radius O ct WWI •Q • . 4 v d. d .a • ' 4 . d 0 4 v. • -CONCRETE/ • CONCRETE/ CONCRETE/ • ._4.---i_ MASONRY MASONRY -___.-.-- --..._i MASONRY ?1&) ininnstiaa:+namaMwsauN, .,BY OTHERS BY OTHERS BY OTHERS MO WU OM MAct MWY],ill vpou naPAM apYeN VW nn<MWn MI OIEI:nM 0,0,1.M,Y MINIOU1,,,rOOkt loOPM IMO.0)O!MIP OPERABLE SILL _ _ 4"14`�`°'� ��'�• Q OPERABLE SILL 7 OPERABLE SILL \oes F. o /.,,,8 OUT5WING-NO ANCHOR REQUIRED (5____INSWING•NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED 1"le".... \�,p1:AFCO1.2297 AFCO A•276/P•2000 AFCO H-497 'Z. .\,>� 47$•;. 0�i i`1 . SIUCONE Its I .♦_„. SILICONF. ,fs" .a.,-. SILICONE r//''/,)57.LO1�,�LAS \�`` „ 422'.:1X614.V 'd •dd .d 1011 cwr.Mlkonrw*uunuDS/3d . dq 'q q __• do . ..' - ••CONCRETE/ CONCRETE/ !CONCRETE/ \ - o_----. ---_.--•..- MASONRY q,.--- ;--�_ - MASONRY _,—,,,q,-__.,`.--1. MASONRY BY OTHERS w BY OTHERS BY OTHERS DATE: 02.05.14 OPERABLE SILL g Cf9;) OPERABLE SILL M OPERABLE SILL) OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED .UTSWING/INSWING•NO ANCHOR REQUIRED DWG. Y: CHK. Y G L TJ M SS/MSS AFCO A•117 ENDURA ZOBL4565F ENDURA HCIS000 ADA SCALE: NTS DWG'B:A 010852 SHEET: OF 9 ED OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ' SECTION OF HEAD OR IAMB AS LONG AS MINIMUM ^ EMBEDMENT AND EDGE DISTANCE ARC ACHIEVED. (�j[ .-_-_._ ._..-_..________--_�.._.-__._ __ PREPARED 6Y1 \ BILL OF MATERIALS ROCKWELL MULT-POINT LOCK HOPPE MULT-POINT LOCK /\ ITEMI DESCRIPTION MATERIAL ---0) 1 WISILL SHOOT BOLT PLATE 4709891.1 Uf.), FINGEW101N1'ED PINE ` BUILDING DROPS,INC. SOLID PINE O A911 C.anotAc NM SIC int 1 FRAME BEAD/IAMBS LAMINATED VENEER nn:Ursoixt aasnl sA>F•ro,•slxiasaa LUMBER O f wte:w.mb aal�gr::”....,, COMPOSITE 1 W 2 (NOT USED) • B .....1 d 3 (NOT USED) _.--_ 1 �I W - 4 �� ENDURA ZAIL4SGSF THRESHOLD • O ii C 4 I-2 o 0,. S AFCU 1.2291 THRESHOLD ;;yy t cc 4- Li— i'— .1 2C'-:". 6 ___._ AFCOA•276/P•2000 THRESHOLD T�_�'�_.-_^ ~O¢4', d m u r1 •7 AFCO H•497 THRESHOLD 0 0®00 — 0® o J •sx B ASCO A•1L7 THRESH01.0 o - I d O C y U -- HE 9 ENDURA 20814565F THRESHOLD HANDLE I ,rri1 D Q F�� 0 0 0 9 r• HEIGHT o Z a 10 ENDURA 0[15000 ADA THRESHOLD • :1?.ro o i2I @ 0 L7 Imo. !!‘ • URETHANE FOAM& 0 H w 11 WEATHERSTRIP V^ W POLYETHYLENE ,;,; o o to O Flo O Z .._..._......_.....-.._.._.._.._..........---._....__-......_.__._-.-_......_..._....__........_......._._..._...-..._...._._...._...._...._._...._....-_.._.._...._..-. ,c^ a o °.•,ant -. 12 NON-COMPRESSION SHIM(0.25"MA%.TrIK.) COMPOSITEHANDLE .I - f e 0 d 13 (NO3. T USED) • HEIGHT L-1 I u 14 (NOT USED) 111 C�o ' g. P . O 0 15 410 WOOD INSTALLATION SCREW W/1.1/2"MIN.EMBEDMENT STEEL 0 0 0 ro ._.._.. � REMARKS 8Y DATE 16 CON[./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ,4 •'""" "" Add ADA 511.SMP Lock&Radios LI GL 06/23/1+ 17 BUTT HINGE(SEE SCHEDULE SHEET Si STEEL _ - - 1D 18 KWIKSET LOCK SERIES 400 STEEL —"'~— lo 19 KWIKSET OEAOBOIT SERIES 780 STEEL m ,., -- 0 Zo I; nmfvu xDniwrnnoiSctculwnort cnr is 20 ROCKWELL MULTI•I OINT TONGUE LATCH II 73228768 8.8 UNIT STEEL Ill_ snr,E,nmmtmvunl..uu:soxo�an.mr. µnoun x.ultn:lxs.nw�.uswnu;.lm DsxlP ROCKWELLMULTI•POINT TONGUE LATCH 0732287808.0 UNIT oi L0.63" MM.,.,;WMM1DOQI I, nn11ITJt1lIIDMO 21 HOPPE.MUL.I•POINT HARDWARE.H139000 STEEL. I x4 •,``%‘�eS F. 0 ,, .._-_ . _�-_ _ ODL LITE KIT(LMI) --_. 6063 26 ALUMINUM_ O 1 I p1.[ `s rhe',y*�C.' I/.J t err 23 FLUSH GLAZING LEG _FIBERGLASS t 1 — t� ! 24 CDL UVLITE KIT(RADIUS UTES) PC ABS 11 I 25 HOPPE MULT-POINT HEAD SHOOT BOLT RATE LH 118784091 STEEL c.1 I ^oz -0 r .T'T • ;w �.� .79' —II 1.65"I- it O,C• . ;L•-QP:••���•� 26 HOPPE MULI•POINT HEAD SHOOT BOLT PLATE RH 88783923 STEEL -- .......... FRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J 2297 AFCO A-276/P-2000 C2._ HEAD SHOOT BOLT PLATE(LH) r��� G``�� Cl ) L * / THRESHOLD THRESHOLD 9ef.11 VARIES,SEE BOM ABOVE. / THRESHOLD 1.1.1...1.uza { `—.. _ .ul una w una.m e.pwan uua y //� .�����♦ _L.._ �•������ I 4.57 —I �� 1—I i._" .1 I I- 1.75" DATE: 02.05.14 456!" I 456"--I DWG. Y: CHK. Y: O AFC() $ ./H 497 THRESHOLD AAFC() \A 117 THRESHOLD (�91J ENDURA ZOBL4565F 10 ENDURA HCI5000 ADA 26 HEAD SHOOT BOLT PLATE(RH) GL/TJM SS MSS 7 THRESHOLD THRESHOLD I SCALE: NTS •'���•••�• `' t „„.#1.11 I ._.._.. ' N•A010852A ' I• rr- += f ^ � I I .,2 SHEET: OF9 •" •••• •• � _1._. 94.58" I5.00" 1.75'-