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HomeMy WebLinkAboutRevisions (2) Florida Building Code Online Page 1 of 3 ECE1VE0 MAY 2.52017 , lit Profiesslonal Regulation BCIS Home Log In User Registration Hot Topics Submit surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links •Search Florida �ProductApproval i USER:Public User ww�Feessss r �, Product Approval Menu>Pradudor Application search>Application List>Application Detail FL# FL13541-R12 Application Type Editorial Change Code Version_ 2014 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 Kaede McLaughlin 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 Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certiflcation 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 E283 .2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://flon*dabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquynOPErOHeeZaoN... 5/22/2017 Florida Building Code Online Page 2 of 3 Date Submitted 03/15/2017 Date Validated 03/17/2017 . Date Pending FBC Approval Date Approved 03/21/2017 Summary of Products FL# Model,Number or Name Description 13541.1 A.Design Pro/Smooth-Pro/ Single(X)Opaque Fiberglass Door,3'-0"x 6'-8"and 3'-0"x Studio Fiberglass 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R12 C.CAC NI011906.01-R7.odf Approved for use outside HVHZ:Yes FL13541 R12 C CAC NI011906-R6.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2026 Other: Installation Instructions FL13541 R12 II A010831A SS 2014-09-26.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party:Yes Evaluation Reports . FL13541 R12 AE PER2742 SS 2014-09-26:odf Created by Independent Third Party: Yes 13541.2 B.Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door,3'-0"x 6'-8"and 3'-0"x Fiberglass 8'-0",Inswing and Outswing Limits of:Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R12 C CAC NI011921.01-R4.odf Approved for use outside HVHZ:Yes FL13541 R12 C CAC NI011921-RS.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other: Installation Instructions FL13541.R12 II A010832A SS 2014-09-26.odf Verified By: Hermes F:Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R12 AE PER2743 SS 2014-09-26.6df Created by Independent Third Party: Yes 13541.3 C.Design Pro/Smooth Pro/ Double(XX)Opaque Fiberglass Door,6'-0"x 6'-8"and 6'-0" Studio Fiberglass x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R12 C CAC NI011907.01-R6.odf Approved for:use outside.HVHZ:Yes FL13541 R12 C CAC NI011907-R6.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R12 II A010833A SS 2014-09-26.odf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R12 AE PER2744 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 13541.4 D. Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door,6'-0"x 6'-8"and 6'-0" Fiberglass x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R12 C CAC NI011908.01-115.odf Approved for use outside HVHZ:Yes FL13541 R12 C CAC NI011908-R5.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other: Installation Instructions FL13541 R12 'II A010834A SS 2014-09-26.odf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R12 AE-PER2745 SS 2014-09-26.odf Created by Independent Third Party:Yes 13541.5 E.Design Pro/Smooth Pro/Studio Single with side lite(s)(X,O/O,X/O,X,O)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 FL13541 R12 C CAC NI011910.01-R7.odf Approved for use outside HVHZ:Yes FL13541 R12 C CAC NI011910-R7.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design-Pressure:N/A 03/30/2026 Other: Installation Instructions FL13541 R12 II A010835A SS 2014-09-26.odf Verified By: Hermes F:Norero 73778 https:Hfloridabiuilding.ora/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoN... 5/22/2017 Florida Building Code Online Page 3 of 3 Created by Independent Third Party:Yes Evaluation Reports FL13541 R12 AE PER2746 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 13541.6 F.Design Pro/Smooth Pro Single with side lite(s)(X,O/O,Xj O,X,O)Glazed 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 FL13541 R12 C CAC 1\1I011923.01-R5.odf Approved for.use outside HVHZ:Yes FL13541 R12 C CAC NI011923-R5:odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 _ Other: Installation Instructions FL13541 R12 II 13541.6.odf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R12 AE PER2747 SS 2014-09-26.Ddf Created by Independent Third Party: Yes 13541.7 G.Design Pro/Smooth Pro/ Double with side lite(s)(XX,O/O,XX/O,XX,O)Opaque - Studio Fiberglass Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R12 C CAC NI011911.01-R7.Ddf Approved for use outside HVHZ:Yes FL13541 R12 C CAC NI011911-R7.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2026 Other: Installation Instructions FL13541 R12 II A010837A SS 2014-09-26.odf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes. Evaluation Reports FL13541 R12 AE PER2748 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 13541.8 H: DesignPro/Smooth Pro Double with side,lite(s)(XX,O/0,)0(/O,XX,O)Glazed Fiberglass Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R12 C CAC NI011912.01-115.Ddf Approved for use outside HVHZ:Yes FL13541 R12-C CAC NI011912-RS.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 Other: Installation Instructions FL13541 R12 II A010838A SS 2014-09-26.Ddf Verified By: Hermes F. Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R12 AE PER2749 SS 2014-09-26.odf Created by Independent Third Party:Yes Back Ne# Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department with an email address if _ - they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to . - supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®® eChtc Credit Card Safe https:H flof idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDquynOPErOHeeZaON... 5/22/2017 . 37,1/2"MAX; PREPARED BY: . . O.A.WIDTH s 4 JEI:�IEN® 371/2"MAX. O.A.WIDTH BUILDING DROPS,INC. ��i ase c oaHa 6Enw dtw.s][3ie WINDOWS' & DOORS'' 6 r . s a i O' x ourw aEAra ns3aoa 6 eH:19N189981]8 3 Enc 19541744.038 ' i� 8 W{8:wxx.b tdiigd�oP�mm DESIGN PRO/SMOOTH PRO FULL LITE. 6 1 NON-IMPACT 3 x 6 Z $ x 6 � 17 .4 F � W mq„m FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _ ' 6 w 6 g o s 'W 5 tg. C�mQ� s 8 'ACTIVE EnZ d �� ccG W zZLL s ® ACTIVE. w NzQ p s = 2a �z. 3_Q s 3. X30 ti triesa GENERALNOTES: j 0 s, = 0- 0 Z.W m C7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT w.O 0 INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE �J'�' (FBC);EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a J Q ^o • ASTM E330-02 w v1 W.. ASTM E283-04. L Lh J w • HAMA 1304-02 _ 3 4 5 6 7 8 9 3 4 5 6 7 8 9 0 V? Y. TAS 202-94 a s a' a' a a a. a 'a a.' a a a a' a N e T TYP.ELEVATION 1 n TYP.ELEVATION 2 }} 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY OR 2X FRAMING AS A'MAIN WIND FORCE F K / 6'd'DDON HnGHT e'A'OOOAImGHf RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 2 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 37 1/2"MAX. INSTALLATION. O.A.WIDTH REMARKS BY DATE 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION.TO DEVIATE FROM THE REQUIREMENTS DETAILED Add ADA sill,MuI6Point Lack GL 06/05/14 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add TAS 202-94 Standard sin 09/12/1. DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT �to w RESISTANCE. '�N x N M'DSNR4 MOTBE R[RRDDU2DWMMOtf OR R4R! 7 Z WnH n0N5nEN nMsH1sHW N.RUnE S. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS:SEE SHEET6FOR GLAZING DETAILS. z O AnEn4nons,ammant«ixuaxnxa.DRDrxm Z F RDa:sroTxrsoowra r1Rm­ 6. FULL LTTE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN „�, ¢ ��\ $F /// GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.VENT LITES ARE QUALIFIED FOR 6'-8" . .5 O 1% ��• DOORS ONLY.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS AT DP+/-50 PST ONLY. _ O z , 7. NOTE: AFCO H-097 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP).OF 9.75 PSF. x ' m REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT * 7 PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED,WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 ACTIVE. = D T T u TYP.ELEVATION 3 •,��//�s. 14�a►�1)E(�G���`,• I 6't 000AV.'nH OPltOMLVEMIRE a]R�9Mdt0.dtE�sv OM NOTE: sEE sxEErsraxcum�c oErans onxw Ruotas TABLE OF CONTENTS ERVE anc oraurxoaranox xo.iss]R DOORS SHOWN ABOVE MAY BE LEFT SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. Digitally signed by Hermes F.Nomm,PE 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Reason:I am approving this document MAX.OVERALL Date:2014.09.2614.4732-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES NOMINAL SIZE DESIGN PRESSU RE(PSF) MISSILE DATE: 02.05.14 . 3 A OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING I OUTSWING IMPACT WIDTH HEIGHT RATING DWG. Y: CHK, Y: 4 A VERTICAL ASSEMBLIES .. .POS. NEG. POS. NEG.. - GL T,JIVI. SS MSS 5 A HORIZONTAL ASSEMBLIES X 3'-0" 6'-8" 50• SO, 50• 50 NON-IMPACT SCALE:- NTS 6 A GLAZING DETAILS X RADIUS 3'-0" 6'-8" 50• .50. 50• 50 NON-IMPAC DWG-p:AO10832A 7 A WOODSUBSTRATES XVENT 3'.0" 6'-8" 50• 50 50• 50 NON-IMPAC SHEET: OF9 8 A CONCRETE SUBSTRATES X 3'1" 8'-0" 50• 50 SO' 50 NON-IMPAR 9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. - - INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR-WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE " _ BUILDING DROPS,INC. SHIM.STACKTOBE.1/4INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE e9eE.DRriweEitauws7E.919 CONSTRUCTED OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. w ANACe,rL930DP PH:199C13998P7e 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO - P°xa95al7u.a79e wEe:.,.,..nwePaa.wP.o,.R STUCCO,FOAM;BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. y vi w 3 m$ . O.A.WIDTH F- O ,.W S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL.INSTALLATION ANCHORS INTO MORTAR 3"TVP• O Z JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT.INTO FACE C2: C2 - a w a SHELL OF BLOCK: A o tia ma 6.. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK �_ i ,O < CONCRETE/MASONRYCONSTRUCRON. i h 2 0 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE RASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: .a O Z' A.WOOD-MINIMUM SPECIFIC GRAVITY OF 6.55. F' - •g ° B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI: %io u+ u,j W° C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH - .+ _' m' DD y OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 �,m ra-, - q = PSI. . . m< .00 sp V °° D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z�LL ® 0 Q W' OF 2000 PSI.. 3 z < zz •• . B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR O z N O N F LOCATIONS,EDGE DISTANCES,EMBEDMENTS,,AND SHIM SPACING, REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM add ADA sill,Multi-Point lock GL 06/0511 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE 6'8"DOORS 8'0"DOORS A2 A2vnµm°Dus""'r`wxiriu°i coxOarr euxc°xoPPs,� �TYIR ANCHOR LAYOUT RlDUl0N9;RWnOM MGNDGx NQOROMR ANCHOR MIN. MIN.EDGE a•aaaa-DWRMGM DxDsr rws ,Sg(N P­— ANCHOR SUBSTRATE MAX.O.C. MAX.O.C- % SIZE EMBEDMENT DISTANCE \� c�F- SPACING AT SPACING AT� � �� �E• � O �i, JAMBS JAMBS NOTE: :�,�/�.•• �'Q'moi NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) WOODSCREW #10 2%WOOD BUCK 1.1/2" 3/4" 17-1/2" 17-1/4" 7 OR FRAMING * •1 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCD ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 1-1/4"-CMU 17-1/2' 17-1/4" I�ts ••••••••••• � �\\\% dx(/(1 0.7 93e TTW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" D""'"&AOcf1330p1 PEPe ter.Dr aurxDwrAnox x°z9sPe B2 ., ' 2-R9%21/2"PTH SCREWS �1 q p 2-#9X212"PTH DETAIL D2 Z5 Z6 DATE: 02.05.14 TYP.HOPPE _ PFH SCREWS DWG.DY: CHK.gay: MULTI-POINTSHOOTBOLT GL/TJM. SS/MSS ' PLATE LOCATION DETAIL B2 (RH PLATE SHOWN) SCALE- NTS TYP.HOPPE 1-BOTTOM SHOOT DZ DWG.#:AO10832A MULTI-POINTSHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE a2D98911 lkiwSHEET: OF9 [�,SILL SECTION VIEW HEAD SECTION VIEW IIEVIING SNOWNOURWDlG SDA!°R Ir6URHG SHOWNDIIrSMR1G SIMRAR SEE DETNl02 SEE DETAM1DI . . . PREPARED BY: BUILDING DROPS,INC. . - 398E MNU BEAE318Ew.SEE 3110 DAMA BEAD,R 33000 PH:(950)3998098 . - 41/2'TY1/2"TYP. P. Paz:l9saPa.a3B . . . wEB:ww.baabydroptmm. . OFFSET j a C � i, j oI. EN� atm_ CL m co liJ m a O� XO J l7 0= Wo .y C v a o a r,z N J N f F REMARKS BY DATE Add ADA p1l,MuitFPoint Lodc GL 06/0513 Y TY P.ANCHOR LAYOUT !j,-n Buo3m mwnEEE/RsamruE ' AwOSHALLwOi BE Pf➢0.0011QO WNMOI[dIPMf t4mp11EWNR[H fDNSEwf Oi WIIDMGDRDP3,R2 uEERpnons.aoomoHs,xwwwwnnc.oRDmm waRMcsro muooai r� �wm vERMniEnAxD MVA 11/4"MIN.EMBED TYP. `�����S F. �F SEE TABLE 2X BUCK ANCHOR TABLE 7 LJ C• 6'8"DOORS 8'0"DOORS 'O . z MIN.EDGE MIN.CENTER T T r� ANCHOR TYPE IZ R SUBSTRATE EMBEDMENT DIST.TO TO CENTER % n C P,•°•��u F o _ SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �� ......•' G\ `� w o - SPACING AT SPACING AT 2X WOOD BUCKINSTALL. 2X WOOD BUCK � JAMBS JAMBS ANCHOR PER BUCK ANCHOR TABLE fiW TAPCON 1/4" CONCRETE/CMU 1-1/a" 2-1/2" 4" 25' 30.1/4" 119BEu r7R .338 ievE¢Rr.ov ausxoRw3snx wo.i93EB .ELCO ULTRACON 1/4" CONCRETE/CMU 1.3/8'-CONC. 1" 4° 25' 3 2X WOOD BUCK INSTALL: 2X WOOD BUCK INSTALL. 1-1/a°-cnnu Exossssrnax. 3 smcvmv . DATE: 02.05.14 NOTES: DWG. Y:M CHKK. YY:�I 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL G L/Tl . SS'^ SS SCAM*. NTSA 2. ANCHORS MAY BE STAGGEREDASSHOWN IN DETAIL4/3. - DWG.#:A010832A SHEET: OF9 3 . - - PREPARED BY: l BUILDING DROPS,INC. 398E dW IEACH6lw-STE 338 wxweua.tt33ta vN:I9911394e7 11 \ 11 WEB:Erwv(95 1 N.0]39 rydmgmm, INTERIOR EXTERIOR - EXTERIOR .. •� INTERIOR 4,. —� INTERIOR EXTERIOR m$�$ Q S �• c a o �o Via. m 6 o� .Lu mg OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL o L 4 . OUTSWING SHOWN-INSWING SIMILAR 4 INSWING4, .OUTSWING 02 Q ENDURA7AIL4565F AFCOI-2297 y U o > r 11 W' f= INTERIOR EXTERIOR EXTERIOR •/, INTERIOR 7 INTERIOR EXTERIOR REMARKS BY DATE 10 / /. Add ADA sill,MultFPoint lock GL 05/05/1 tpN um vuuxoTacvcvaaou¢omwxauavurt OPERABLE ADA SILL6 OPERABLE SILL OPERABLE SILL =. r �u"x�reors, ntmanoxs,n9omoxt xwxuoxnrre,on omm mn9vxcsro3x - ocvcnnmrmnxo 4 INSWING/OUTSWING 4 INSWING4 OUTSWING F ENDURA HCIS000 AFCO A-276/P-2000 OPTTONALAFCO H-497 ����ES Z. .O O TT f Or 11 ....1,eoE�G% 9 INTERIOR EXTERIOR 38Ew n �`'`38 B INTERIOR EXTERIOR veffuxr.of �mxxn >a DATE: 02.05.14 DWG. Y: - CHK. Y: g 'OPERABLE SILL g OPERABLE SILL GCIfJM SUmss �� SCALE: NTS OUTSWING OUTSWING 4 OPTIONAL AFCO A-117 4 OP71ONALENDURAZOBL456SF oWG AO1OH32A . . SHEET: OF9 4 . PREPARED BY: BUILDING DROPS,INC. HINGE DETAIL ATIAMB: ava[aviu eEaa etw.sE[iER HINGE SCHEDULE onNw eEaa,tta3ooE .PUKE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP ax:INsg3s�ane DOORHEIGHT' 'QUANTITY -van(95E17a.4ri6 6,-B' 3 wm:.w.wamvaRv�N . . 81-0 - 4 y y N 0.11'1 d 1 w 5 ��. C J 1819 1 \�\ \ �a W _a In gid: INTERIOR INTERIOR •\ 1-#9X2-1/2"PHILLIPS C Z Z: FLATHEAD WOOD SCREW 2 O We . \ \. 3-,#9X3/4"PHIWPS .0 0 � . FLATHEAD WOOD SCREWS = 1 DMOR EXIERIO .. 1�•li 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS '6 USE 1"LENGTH FOR 8'-0'DOORS F LOCK JAMB HINGE JAMBREMARKS BY DATE 5 OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR Ade ADA sill,MUIEFPolntLoCk GL 06/05/2 • .. aX0$II"IENUEBERfiROnUQOM WXd[WRaR1 WIIHOVEWNtlp C9NE[M Of BUnpNG[IRnR,N1G N�TEMTONS and110N�NIGMUNfINGoOflmt 9-#9 X 13/4"PFH 13-#8 X 13/8-PFH(8'-8".UNITS) - Nnsro Exo oocv 1� 3-#8 X 2°PFH "H0 8-#9 X 2 1/2"PFH W/HARDWARE 15-q8 X 13/8"PFH(8'-0'UNITS) W 4RDHARDWARE W/ STRIKR A P�lWARE (6'-8 &8'-0"UNITS) MPL STRIKLA ECO MFS W/HARDWARE 4-#8X13/8"PFH �� QF 21 1-REINFORCEMENT PLATE �`.Z� • i 20 HOPPE#2512296 * . 7 EXIENOR EXTERIOR 10 %• C P. •��v4J csv�f�ldt4��`iEv [NNW WM,R3]OD1 to feRE(FRI.niAU1NORiUlgN N0.395m INTERIOR c INTERIOR - - 11 - 11 DATE: 02.05.14 . - . . DWG. Y: . . CHK. Y: GLjTJM. SSiMSS 5 ROCKWELL�NM'ULNG MI-POINT LOCK JAMB 5 HOPPE MUILAR OUTSWING SHOWN- LTI-POINT WINPOILNT LOCK JAMB AR 5 HOPPETOP EMULMENT �TBI-POENTLLOCK SALE: . . NTS OUTSONLY PWG,.#:A010832A SHEET: OF9 . - - - PREPARED BY. - BUILDING DROPS,INC. 1"MAX. 1"MAX. I"MAX, 1"MAX. }seL W.az Hsm.sr m 3/4"AIRSPA 3/4'AIRSPACE 3/4'AIRSPACE CE 3/4'AIRSPACE INTERIOR 14 INTERIOR 14 0fac tssau.n � � � � svie:.w.wam"c .. INTERIOR ,14 INTERIOR 14, •, 1/8-TEMPERED GLASS 1/8"TEMPERED GLASS a m 1/81'TEMPERED GLASS 1/8",TEMPERED GLASSSILICO . .$ NE BUTYLBINE BUTYL m SILICONE SILICONE m d BUTYLp ~0 '' ti o � EXTERIOREXTERIOR EXTERIOR EXTERIOR. O I� w LL . . Q 'g �a D na . 22 22 - 23 13 �2 REDI-SEAL - RED[-SEAL .. REDI-SEAL O Z (1:)6'-8" GLAZING DETAIL (I)8'-0"'GLAZING.DETAIL 3 FLUSH GLAZE DETAIL. r4 GLAZING DETAIL 6 201/2"MAX.D.L.O.WIDTH. .6 201/2"MAX.D.LO.WIDTH ,6 23 7/8"MAX.D.LO.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621%2".MAX.01.1-0.HEIGHT 781/2"MAX.D.LO.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT . 'ONLY IN 6'8"UNITS AT DP+/-50 PSF O Ur Y T-9 F F 3/4"MAX.. REMARKS BY DATE 21u .1/2'AIRSPACE Add ADA sill,Mult}P"Int Lock GL 10 6/05/14 o'v�l EXTERIOR 14 . do 1/8"TEMPERED GLASS BUTYL ,vmsxuuxmec uvxmu¢uwsvxmc on vu" svrtxour viwnrx mruurt or eunsmfc uaovs,we INTERIOR V usfaA mTMnownoxs,xwxucxnxo,onomm ' 23/¢"OVERALL " aoam rxm vmnnmonxo 19 5/"D.L.O. `\\\\\ �S F. .O 7 SILICONE REDI-SEAL GLAZING DETAIL Fs G• 6 FOR HALF LITE VENTLITES' p IN 6'8"UNITS ONLY t o ays s. fsua q� llEisa fart QAtaf AUlxabllatllfxoM78 ry � Q m N� DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM. SS/MSS SCALE: NTS NOTE, s DWG.#:A010832A FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF9 BETWEEN GLASS,DECORATIVE,EXTERNALAND INTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES ARE APPROVED 24 ODL VENT LITE ASSEMBLY IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY: . 2X WOOD BUCK - BUILDING DROPS,INC. MIN. Z c n ssa E.Daeiu BEng eEm.sTc iv EDGE DIST. m %% .WOOD ANCHOR DUBANEA a30M SEE TABLE SHEET .WQ SEE TABLE ON SHEET 2 ruc(swhu.ase SILICONE wEa.,w.wae�nd.o�mn,. m-' 2X WOOD BUCK $ Zi. 0.25 .ED SHIMMAX . . 2X WOOD BUCK a' '9 WOOD ANCHOR - p j m o. SEE TABLE ON SHEET 2. MIN.EMBED. .p SEE TABLE SHEET 2 Z H 1 HEAD (TYPICAL) 2 JAMB(TYPICAL) O3 OPERABLE SILL o Z z' k,V OUTSWINGSHOWN-INSWING SIMILAR 7. OUTSWINGSHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED .z O W� ENDURAZAIM65F - O SILICONE O SILICONE SILICONE K F 2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE Add ADA sill,Mult}Point lock GL 06/OS/1 2X WOOD BUCK AxB SxALL NDT BE BfIYIODU[tB PI wxDu d1 YNrtU OPERABLE SILL �6 OPERABLE SILL OPERABLE SILL arzMTwx;atrom°xs xkxuBxnxB,DBmxEB wuoxBsmTx°mai m tuenrz°axo 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 'x"B �ri�xE I AFCO 1-2297 AFCO A-276/P-2000 - AFCO Hd97 '.��$F Z. .O ?* 7 p p �4J` SILICONE SILICONE SILICONE o.. ONS```` - B98 c�w�E.E N.MM16��}E�B ' DWUBG[H,R330D1 iBVEfFAf.Ma°fMORWixM ND.1R)0 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK . DATE: 02.05.14 g OPERABLE SILL g OPERABLE SILL OPERABLE ADA SILL DWG.//DgY: CHK• Y: 7 OUTSWING-NOANCHOR REQUIREI _7 OUTSWING-NOANCHOR REQUIRED JINSWING/OLTTSWING-NO ANCHOR REQUIRED- ' C7L/TJM. SS�MSS AFCO A-117 ENDURA ZOOL4565F .ENDURA HC15000 - SCALE: NTS DWG.s:A010832A p OPTIONALLY,ANCHOR CAN BE PUKED IN NARROW SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. . PREPARED BY:' . MIN, IX WOOD BUCK BUILDING DROPS,INC. EDGE DIST. _ (OPTIONAL) SEE TABLE SHEET2 •�• •• SILICONEonou aixo+aLws?[-va DAPH:(A)I,R3a00/ vH:lasRllla�aL�a CONCRETE ANCHOR Q vrta:wn..euvd eamvzmm v- SEE TABLE ON SHEET 2 m= A• CONCRETE/ ..%�• .�% .. w w"J MASONRY 2i BY OTHERS �• %/ CONCRETE/ z $ E MASONRY ti Z ¢o N N . . . '--IXWOOD BUCK BY OTHERS p 0 a (OPTIONAL) . . MAX. a o p CONCRETE ANCHOR SHIM' Z Z x SEE TABLE ON SHEET 2 - XCONCRETE/MASONRY BY OTHERS \Z .. MIN.EMBED. O W y SEE TABLE SHEET 2 4 W L�LH HEAD (TYPICAL). JAMB (TYPICAL) OPERABLE SILL 114- OUTSWING SHOWN-INSWING SIMILAR $' OUTSWINGSHOWN-INSWINGSIMILAR - 8 INSWING-NO ANCHOR REQUIRED W O i ENDURAZAIL456SF. . SILICONE. SILICONE SILICONE F REMARKS BY DATE All ADAsiII,MUItFPotnt Loa GL 06/05/1 "L L 4, CONCRETE/ CONCRETE/ CONCRETE/ MASONRY .MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS um vuu HOF eF Revaoouao w wawF oR v Vrtnlglt WRIf1FNCOt6FMOF BUROING DR03- 01L •LIFMTOHS,ADOIIION;HGNIR.Hm W,OR nmm OPERABLE SILL OPERABLE SILLFT" OPERABLE SILL S F. �i 8 OUTSWING=NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED ��`�e� • �(����. AFLO 1-2297 AFCO A-276/P-2000 AFCO H-497 +���/•: •• 'P0 =* 7 *. SILICONE - SILICONE SILICONE i�4i�S••••••••••• \`; 1. 7,j yy � 6W4B[AOI,R33000' �d Q• `d FRVFam.anunwRwnoxro xssn 'C d 'C d •p d. d CONCRETE/ CONCRETE/ CONCRETE/ - MASONRY' - MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS 8� OPERABLE SILL � OPERABLE SILL. 1 OPERABLE SILL DWG.. Y: I HK4Y .. 8 OUTSWING-NO ANCHOR REQUIRED .8 OUTSWING-NO ANCHOR REQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED - .G L/TJM SS/MSS AFCO A-117 ENDURA ZOBL4565F ENDURA H05000 ADA, SCALE: NTS DWG.a:A010832A . t�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. O . - . . PREPARED 6Y: BILL OF MATERIALS ZO ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE 920§8911 Q FINGER-JOINTED PINE SOLID PINE p - BUILDING DROPS,INC. . � � � ' 99a c Buiw Bu°s eEVB.srE.ve 1 FRAME HEAD/JAMBS LAMINATED VENEER ® aww Bua,n99ow . - - PH:Ivs/13vs m LUMBER p FM:19M)7". e . . COMPOSITE MB:.„ WldlXoan>P:mn, 2 (NOT USED). .._ . . 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD - 'per 5 AFCO J-2297 THRESHOLD - p Q w 6 AFCO A-276/P-2000 THRESHOLD - O g a ri 7 AFCO H-497 THRESHOLD - ~C a' O O®O� O� J ro m .8 AFCO A417 THRESHOLD; - O 9 ENDURAZOBL4565F THRESHOLD ^^ O° HANDLE � ' HEIGHT•10 ENDURA HCI50D0 ADA THRESHOLD 1p9 O y o o i?�. "P4 ' o ° 11 WEATHERSTRIP URETHANE FOAM& O IO° O POLYETHYLENE '°.n .O o n n 3 W Z W 12 NON-COMPRESSION SHIM(0.25"MAKTHK.) COMPOSITE - - - ° n a� CI zo' HANDLELEI O ° 13 ODL LIPLITE KIT(RADIUS LITES) piASTIC HEIGHT 14 1"O.A.IG TEMPERED NON-IMPAR GLASS - Cho "' 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° V° F 0 o ° U 16 CONC./CMU ANCHOR(SEE.ANCHOR TABLE SHEETS 2&3) STEEL yI REMARKS BY DATE 17 BUT HINGE SCHEDULE SHEET 5) . . STEEL to Add ADA SIR,MBIEFPoine lade 6t,06/05/1 _18 KWIKSET LOCK SERIES 400 _ STEEL ® ` � o 19 KWIKSET DEADBOLT SERIES 780 STEEL O 20ROCKWELL MULTI-POINT TONGUE LATCH 732287686.8 UNIT STEEL um sx,uxmBEummuunmwxaEsnP,ur 'ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT m wnx°urwwmxcBXSErrt°s wnaxc°noPs,Bac .� 0.63" RLTEMTOxE,PBBIIIOxS,GxI1GHfING.BR mHFR n xun°xcsmN9xrswa r���Xm m 21 HOPPE MULI-POINT HARDWARE HIS9DD0 STEEL axB 22 ODL LIPLITE KIT(NI) PLASTIC p ® ````�����ES F.•• 23 FLUSH GLAZING LEG FIBERGLASS - ` ,rte.0 •'��0 24 , ODL LIPLITE KIT(VENT UTES) PLASTIC 7 25 HOPPE MULL-POINT HEAD SHOOT BOLT PLATE LH k8784091 STEEL jIp ®per o T T 26' 'HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 98783923 STEEL '79" —F 1.65°�-- 1 FRAME HEAD/JAMBS 4 ENDURA ZAIL4565F 5 AFCO J-2297 6 AFCO A-276/P-2000 25 HEAD SHOOT BOLT PLATE(LH) i1G````�� O VARIES,SEE BOM ABOVE O. (THRESHOLD O THRESHOLD THRESHOLD .4 99aE W67(¢jyq(y5}E.99e WNwpFApl,il3bd iBPF liFf.Df RUM°f9AMX X0.395>B _xi �1 q/I I^—4.563" 4.56"---I (�-5.62"'� 4.57" 1.75" DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HCI-1000 ADA 26 HEAD SHOOT BOLT PLATE(RH) GLjTJIVI SS/MSS THRESHOLD THRESHOLD SCALE: NTS DWG.#:A010832A I�©0 SHEET: OF9 LJ —4.58"------- 5.00° c 4.62" 1.75" �� �'1 I^—4.56"� o ,9 ..