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HomeMy WebLinkAboutProduct Approval- exterior door Florida Building Code Online https://floridabuilding.org(pr/pr_app_dtl.aspx?pares.. _, ...� ...-.m. YEA--71 s 'y. '^h.,�,'J litg h t i r' t•, `,'y#j j/}-. k* +'yam Y$ ..w.:�..v..�,..s,,.___.._._.__w....�¢,a.....-_.k..........�. ,,...........+ :�•• _�- t �=r�-k i'.:3 Et tt a'� '3�L�� � d=,��i.�"atl-acres �.�'idv^�^'�,'� BCIS Horre Log In User Regis tration Hot Topics SubntSurcharge Stars&Facis I Pubtcatons i Contact Us I BCIS Site Map { Links Search a•iQi Iv�G� " Product Approval �41'. `eve. USER:Putp6c User P roWct Approval M enu>P rorkrct or App6cafion Se arc❑>Appfce Mm L n I>Application Detail �a�o FL# FL16708-R13 Application Type Revision Code Version 2020 Application Status Approved RECEIVED Comments APR 2 2 7071 Archived f Permitting Department St. Lucie County Product Manufacturer JELD-WEN Address/Phone/Emall 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 Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. Validation Checklist-HardcopyReceived Certificate of Independence FL16708_R13_COI_COI JW SS 2015-04-27.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 3 4/7/21, 10:48 Florida Building Code Online https://floridabuilding.org(pr/pr_app_citl.aspx?para... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R13_Equiv_23549-1 Equivalency of ASTM E84-13a and ASTM E84-16.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/03/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/16/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 16708.1 A Design Pro/Smooth Pro/Studio Single(X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708_R13_II_16708.1 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R13_AE_PER4663.2 SS 2019-10-Ol.pdf Created by Independent Third Party:Yes 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708_R13_II_16708.2 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL36708_R13_AE_PER4438.3 SS 2019-12-13.pdf Created by Independent Third Party:Yes 16708.3 C Design Pro!Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708_R13_II_D015727-DP SP OPQ LMI HHVZ XO FBC Approved for use outside HVHZ:Yes SS 2019-12-12.pdf Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708_R13_AE_PER4664.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16708.4 D Design Pro!Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Installation Instructions C—APP—roved for use in HVHZ:Yes FL16708 R13 II D015705-DP SP GLZ LMI HVHZ XO FBC Approved for use outside HVHZ:Yes SS 2019-12-12.pdf Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708_R13 AE_PER4440.2 SS 2019-12-13.pdf Created by Independent Third Party:Yes 16708.5 E Design Pro/Smooth Pro!Studio Single with sdelite(s)(X,O/O,X/O,X.0)Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708_R13_II_16708.5 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708_R13_AE_PER4665.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 2 of 3 4/7/21, 10:48 Florida Building Code Online https://floridabuilding.org(pr/pr_app_cltl.aspx?pares.. 16708.6 F Design Pro/Smooth Pro Fiberglass Single with s del ite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1-16708_R13_II_16708.6 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708_R13 AE_PER4442.2 SS 2019-12-13.pdf Created by Independent Third Party:Yes 16708.7 G Design Pro/Smooth Pro/Studio Double with sdelite(s)(XX,O/O,XX/O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes PL16708_R13_II_D015708-DP SP OP Q LMI HVHZ OXXO Approved for use outside HVHZ:Yes XXO FBC SS 2019-12-12.pdf Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708 R13 AE PER4666.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16708.8 H Design Pro/Smooth Pro Doublewith sdelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13_II_D015709-DP SP GLZ LMI HVHZ OXXO Approved for use outside HVHZ:Yes XXO FBC SS 2019-12-12.pdf Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708_R13_AE_PER4444.2 SS 2019-12-13.pdf Created by Independent Third Party:Yes Back .a Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/E E O e rrploye r.Copyrght 2007-2013 State of Florida.::PP rivacy State rre nt::Acce s s mRy State r a nt::Refund State rte nt Under Florida law,a rre i a ddres s e s are public records.If you do not want your a-nal address released it response to a public-records request,do not s e nd electronic rra l to this entity.Instead,contact the office by phone orby tradoonalnui If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes, effective Octoberl,2012,licensees licensed underchapter455,F.S.rust provide the Depannentwih an eraladdress 1 they have one.The errals provided Tray be used for official comrunication wth the licensee.H oweve r e rail addresses are public record.It you do not wis h to s upply a personal address,please provide the De partite nt with an eras address which can be nade available to the public.To detemire 1 you are a licensee under Chapter455,F.S.,please click here. Product Approval Accepts: 4-E. ®Ed M Credit Card Safe 3 of 3 4/7/21, 10:48 PREPARED By 74"MAX.O.A.WIDTH - Q ww tIt4 j BUILDING DROPS,INC. ,,, l ,ex c,nmua ecnot u«n,stt Ile �9'�T T �pi-�■ y�/��/� C ]n�T Tp tweu otnai,ruxw �1 I N D O 1� S W D O 0 R S u nro Wvli.•.?ra?s DESIGN PRO/SMOOTH PRO FULL LITE a Z LL W -� I MPACT APPROVED a O o Z W ACTIVE O INACTIVE o Q j Z H m° ^ FOR USE IN THE HIGH VELOCITYNURRICANEZONE(HVHZ) M �3a zW �q L70 J�� =p Z O% 3 S a C> W Z g LL-. Q 5 4 u`ri p¢ zz ^56 GENERAL NOTES: �U � w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 4 Q p BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 a 7 W Z �c • TAS 201-94 a a a 2 J Q W • TAS 202.94 TY� � TP.ELEVATION 1 l7 "' vi ?,•V,. • TAS 203-94 G'3'QOOa mmm w Q K /L•�� 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 74"MAX.O.A.WIDT O U p Yale RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE < t Ln FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF s a U.I INSTALLATION. 6i K O_ r 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR pr y F A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 2 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 3 Add MUY.i-Point Lak&Rdius Ll GL 6/23/14 / \ 5 Reference DWG.0A030874A AM 110/19 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1 RESISTANCE. _ = 5 Z S2 Oa S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. = G i•m wv , xa wx.v ... O¢ wn ma.aotntarn u?wt maomonsra Ave�rc ^ ACTIVE E) INACTIVE OJ O sne.nsae<aaorroas cone wsrfiuemnrooevun 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN E7 m O evnc mexeowxunnn oernew�rcaeM.nucemm w o u,txnaaxenRa txs e �tt„K GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES. O L7 ene nn .eu.,r. 7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING „�,O SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT O? S ��� ,••'•E•• ��� MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 'Po i OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT IS 21.0 N 7 aIV, 11 b S A OF a a a �ij��isct,•es TYP ELEVATION 2 TABLE OF CONTENTS (�1 . ol e•c 000a tnlwrc SHEET REVISION SHEET DESCRIPTION NOTE: 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ACTIVE DOOR PANEL 2 A TYPICAL ANCHOR LAYOUTS AND NOTES ORIENTATION IS INTERCHANGEABLE. DATE: 02.05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS MAX.OVERALL DESIGN PRESSURE(PSF) DWG. Y: CHK. Y: 4 - VERTICAL ASSEMBLIES CONFIGURATION NOMINAL SIZE IMPACT GL/TJM SS/MSS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT INSWING OUTSWING RATING SCALE: POS. NEG. POS. NEG. NTS 6 A GLAZING DETAILS XX 6'-0" 6'-8" 60' 60 60• 60 LMI&SMI DWG.a: D015705 7 - WOOD SUBSTRATES XX RADIUS V-0" 78" 60- 60 60• 60 LMI&SMI SHEET: OF9 8 - CONCRETE SUBSTRATES XX 6'-0" 8'-0" 50• 50 50• 50 LMI&SMI 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED DY;it1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE SEE TABLE 74"MAX.O.A. DWA .A.WIQFF4 u[xr ene.s:e tin CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. Daxwxerc:x,rt�,3<xu FOR QTY. n+:i9saxaas",a 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 1 1/2"TYP. Inx"aseios+'ana STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP. 3"TYP. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL _ _ w OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR G2 �, -- G2 - o MANUFACTURER'S INSTALLATION INSTRUCTIONS, i y �r Z 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR in it o`rJ ro JOINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 4 z w SHELL OF BLOCK. CC it Z N 1z7 J it W I.-G 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK °�°iD CONCRETE/MASONRY CONSTRUCTION. ^.`i w F F U O 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE o FOLLOWING PROPERTIES: z c�LL u l e u a A.WOOD•MINIMUM SPECIFIC GRAVITY OF 0.55. Z< R ¢ Z Q W c B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. (D N _ C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Z¢ H W z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 Y PSI. \ WZrE 4 Q . 0D.HOLLOWBLOCKCMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH o: QOF 2000 PSI. Z �, U8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN IVE 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 A2 3"TYP. A2 Add M0 lPoh,t tack&Radius is Gl GWn3(14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, D2 3"TYP D2 aeterence DwG.ttA014aJan not D0ltDJt ANCHOR TABLE (XTYP.ANCHOR LAYOUT 6'-B•ORS-0'DOOR REIGIR 6'8"DOORS 8'0"DOORS "oM+irnrnenrcr ieruaLcnn..um us lal— svrur Srtt.Ir SRL 1.01-xsentr5e wSin ..10D1-Tl rxou rxt xrRtnxturxss ntsnntD xu[ur.A 1rctNstR ANCHOR MIN. MIN.EDGE Exunrzex DR"nunr eonu snEzrtcrk: ANCHOR TYPE SUBSTRATE #OF #OF oxukrx wYd cwaxr. SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. SPACING AT ANCHORS AT SPACING AT \\\ANCHORS AT I�f JAMBS CLUSTERS JAMBS CLUSTERS ``,�\\\ •• •" a" �r�fi WOOD SCREW #10 2X WOOD BUCK 1.1/2" 3/4" 17-1/2" 4 17.1/4" 4 ORFRAMING � ; N ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-I/2" 17-1/2" 4 17.1/4" 4 '0 S A •OF ` tY ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 4 17-1J4" 4 i�0, O IiD —•4(j 1-1/4"-CMU I C�• �,�' ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" V. 11.518, B 14-3/8" raarcE�drJa���x�tSar�ixo.xssre 2-ltl2 X 3"PFH B2 SCREW C2 I-STRIKE PLATE HOPPE#1965040 2•#8 X 3"PFH E2 NOTE: SCREW F2 1-STRIKE PLATE 1-TOP ASTRAGAL 1.STRIKE PLATE �� '� HOPPE#2098945 STRIKE PLATE HOPPE#1965040 DATE: 02.05.14 INSERT DWG W�vaTiu�smrer INTO BED OF SILICONE 2-#8 XS PFH DETAIL F2 SCREWS DWG, Y: CHK. Y: •. ^®� DETAILC2 TYP.ASTRAGAL/ I �� DETAILI2 GL/T1M SVm: SS TYP.ASTRAGAL MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL MULTI-POINT STRIKE DETAIL B2 t•BOTTOM SHOOT 2.49 X 2 1/2"PFH MULTI-POINT ONLY STRIKE PLATE r H2 LOCATION DwG.#: D015705 ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION 12 LOCATION W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE RED (INSWING ONLY) DETAIL E2 I-ASTRAGAL ONLY 4-#9 X2I/T PFH 2-#9X21/2"PFH SHEET: OF9 UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS INSWING SILL SECTION VIEW PLATE FROM _ HEAD SECTION VIEW 2 I T�1 HARDWARE KIT O UTSWING SILL SECTION VIEW >G� SEE DETNL B20Rtl ABOVE SEE DETAIL E]OR fEAeOVE INSWiNO SHOWN OUTSWMG HMRAR PRCPARLD BY: 1Z BUILDING DROPS,INC. CID(Wlll]RUCiRLYn.vF.13R auun e[Ani,n laxa rFf:1R H A rAC 195417,LI:sL.1138 4 112"7YP. TYP. w[a..w.nueeoa.wm T1/2'.OFFSET-TYP. w Z) IYOm V C d CL Y J x u m Ix-4 :DH S< '� Q 0- co Lu FQ- O a Q Z z 0: _ z. � � o 1= U �- w pz A a: REMARKS BY DATE Add Wt4P M Lock&RRdhuL GL /23)ls �i1TYP°ANCHOR LAYOUT Ra1are­U.VG.9A01087eA AN109110/19 3 vnonu al nucc coHainenwssomn MrOTe[Ifer K1UK[Oiidibut lOR�SR�t4 noRvtt corrortKnvs cunt wsruurox ro olvwtt Ln me RLco.sMlrrrs PLraneo"IRe,K alKtnua r[RR:!•ElR ORRRlIURCiS RRLRARf LLC YlCYK 11/4"MIN.EMBED TYP. E w o SEE TABLE 2X BUCK ANCHOR TABLE ••N 7 7 •°• PO PI 6'8"DOORS 8'0"DOORS ? I Z MIN.EDGE MIN.CENTER S A OF 512E (r 1 I ANCHORTYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �,.n 0 {O �.� P,: w o^p SPACING AT SPACING AT �S° r 2X WOOD BUCK INSTALL IAMBS IAMBS q.� t L2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE i��y ITW TAPCON 1/4" CONCRETE/CMU 1-1/4° 2-I/2° 4° 25' 30.3(4' rort ccRr.d/JI�'���.mrn ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"•CONC. 1" 4" 25" [3�2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4'-CMU cooss slrnox voe vuw DATE: 02.05.14 NOTES: - DWG. Y: CHK. Y: 3. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED GL T1M I 55 MSS IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL413. DWG.N: D015705 SHEET: OF9 3 PREPARED W Qr BUILDING DROPS,INC. l^RF D4nln bL.Kn bl4V-Sf[.1;9 (IaMA DI+Cn,fl3YKU Pit:t954i3'19 8.')8 L<I(:I9s4rL44.lxrR L '.vFD....b�i4pn[4nm ay. 8 10 tj INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOfl O c z> w wLL � 8 =gyp 5�-� m X. I INTERIOR EXTERIOR p: :E '^f a LL 0 5 �. Crti w mY t .....,.-.. < (Tlc 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL o > 4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4, OUTSWING to ENDURA ZAIL4565F AFCO1-2297 h�l W REMARKS BYJ DATE Add Multi-Point Lock&Radius L GL /23/14 Reference DWG,OA010F24A AM 09/20/19 A.Nn1 NM RL-T Wl CO—1..♦VlM Sn[.tl sll(CONDIIgN3 Oust edl .1-10 Dll., LRq.f TNt+[DUIRENrEN[IfiyDy—ryy11}.Mnnx.A lKENSiU NGiN[!R OR a+0a[t1:/FhR frEV.WE Li[1+fdLK 8 N y u. INTERIOR EXTERIOR - 7 INTERIOR EXTERIOR 22 �. U l o S A 'OF D �5� OPERABLE ADA SILL 7 OPERABLE SILL � ° A� INSWING/OUTSWING 4 OUTSWING OPTIONAL AFCO H-497 fBfYCLRr'.°ar-rl��'al�`fidxtw.rnm DATE: 02.05.14 DWG. Y: CHK. Y: G L TJ M SS/MSS SCALE: NTS DWG.N: D015705 SHEET: OF9 4 PREPARED BY: HINGESCHEOULE Q DOOR HEIGHT QUANTITY HINGE DETAIL AT IAMB: PLACE 89 X 2-1/2"PFII SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. 3 34aE uawn Real r.Fw.,su.nx® �'\ Duda aE;a.FE3ww $'D" 4 DR:{95411998RT8 Wz(95 74R.4738 wco:www.nwkw"¢d.oa,.m", 3-98 X 1 1/2"PFH 1 1-REINFORCEMENT W SHOOTSTRIP Z INTERIOR $ / ice.-- ..,.._''._M14:.:�ice+ O W A --_ a o m S LL N INTF810R \ _-- _ I \ �Q W 1-#9%2.1/2"PHILLIPS ) wFLATHEAD WOOD SCREW� 1' O4QZ 7 3-N9%3/4"PHILLIPS A --'EXTERIOR \ FLATHEAD WOOD SCREW EXTERIO t N UR „ 4-99 PHIWPS FLATHEAD WOOD SCREW F W K - 14 USE 3/4"LENGTH FOR 6-8"DOORS O C) go USE 1"LENGTH FOR 8'-0"DOORS 2 40 1 MEETING STILE HINGE JAMB GU MULTI-POINT LOCK W Wa 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY REMARKS BY DATE Add Muld-PoinT lack 8 Radius U GL 23/14 RelefOlTR)DWG.0ADIDS74A AM /10/19 ausron No l mR m rur yR REnEcf.nuucoxmarsfoaisncu vn.R vrE m+Rwrons auu ixsruuTuu fD fxvurc fROMT14 REDIMEMEXI$OE1a4E0XERf1N.R LKEnSEp f Ff N[F800.akO`ofJ`Ft�q{{ ED Yfi SRWK 4-NSX13/8"PFH =�` V\•E••`S••' PO��i 1-REINFORCEMENT PLATE 8 HOPPE N2512296 * N .7 ] S A -OF \ iQ.o 4 HOPPE MULTI-POINT LOCK DATE: 02.05.14 3-p8 X 2"PFH 13-NS X 1 3/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: GLtTJM SS%MSS 1•MULTI-PT LOCK STRIKE PLATE �- / (6-8 UNITS) NTS 15.#8 X 1 3/8"PFH SCALE: DETAIL AS (8-0 UNITS) HOPPE MULTI-PT LOCK COMES WITH HARDWARE DWG'9: D015705 S FASTENING HEET: OF 9 5 PREPARED BY IQ� BUILDING DROPS,INC. s�[n r.nawa?Lxn Kuo.:rL.av oava e[Acn,iL.LSU01 Pn'.19+[lLW.8118 1"MAX. 1/2"AIRSPACE 1"Mom' 1/2"AIRSPACE 1"Mom' 1/7"AIRSPACE 1"MAX. 1J2"AIRSPACE , INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR- J� EXTERIOR 1J8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS O Lu d $ 0.090"SOLUTLA PVB INTERLAVER 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER O 5 e m i m 0.090"SOLUTIA PVB INTERLAYER a w W 5. e 1/8"TEMPERED GLASS v+ 1/8"TEMPERED GLASS g 1/8"TEMPERED GLASS z m BY DUPONT q Q 5 _ N DOW 1199 SILICONE N E 1/8'TEMPERED GLASS O 2 5 m a LL F' DOW 995 SILICONE m DOW 995 SILICONE DOW 995 SILICONE UOW 995 SILICONE 0 y yI p �' O Wv 18 18 Trq 19 20 r O < REDI•SEAL REDI-SEAL W DOW 11995WCONE DOW 995 SILICONE O �� rf-�6'-8" GLAZING DETAIL (-2-'�8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-60 PSF ONLY I' 1"—I REMARKS BY DATE 71NTE�4RIEXTERIOR Add M&J-Pi.L Lock&Rxdiui GL 6/23/1"ANNEALED GLASS ftf— MVG.RA0IW7Cq AM 9/10AS 0.O9O-SOLUTIAPVBINTERLAYER SEALAN 1/8"TEMPERED GLASS SEALANTrnElca- 1( FNGM[L0.0'M E ` yPLCa9C SR[fDE[AK ID DOW995 �� ✓' �� STRUCTURAL �� E `S . 01 SEALANT GLAZING DETAIL OPTION s a of 4U 6 201/2"MAX D.L.O.WIDTH :O,n . O LOP:' kt 78 1/2"MAX D.L.O.HEIGHT �fi 3-0X6.8.OF 60 '-1/ •sP t4b �bS�``r 6-0X6.8-DP 60 ✓ « �V 3-0 X 8-0-DP 50 [r[nniA' 4ivna r»n 6-0 X 8-0.OF 45 DATE: 02.05.14 DWG. Y: CHK. Y: GL�TJM SS'MSS SCALE: NTS NOTE: FRACTIONAL GLAZING,INCLUDING INTERNALGRID,BLINDS DWG.It: D015705 BETWEEN GLASS,DECORATIVE,AND EXTERNAL WROUGHT SHEET: OF9 IRON ARE APPROVED ON ALL GLAZING DETAILS SHOWN ABOVE. I PREPARED AY; BUILDING DROPS,INC. 59R F.PA»iz wkA:;H blip.511,"1, UANiA 6CACll FL 31,?% alI:PJSsit49M:g paz:;ss4t>sa<tss wlB.www.Cu:ld}Mtd+cps com zx wooD BUCK SILICONE WOODANCHOR N SEE TABLE ON SHEET 2 MIN. ,=,r EDGE DIST. _ �+ % WOOD ANCHOR SEE TABLE SHEET 2 p Q, %/ SEE TABLE ON SHEET 2 �'�'� p ir,'m 6 _ Q L4m d C) LU w rw' I � % W J x g J 7r 2%WOOD BUCK Z Q p 4 m LL co 2x wood BUCK g L= t a� p 0.25' MIN. Z 0 t MAX. EDGE DIST. lD WOODANCHOR SHIM SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 MIN.EMBED. > ; 1 HEAD (TYPICAL) 2 JAAMBE(TYPICAL) 3 OPERABLE SILL 1 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR _7 INSWING ENDURA ZAIL4565F REMARKS BY DATE WOOD ANCHOR WOODANCHOR Ada Mul&Polnt Lock a Itadl.,Ll Gt /23/t4 SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 WOODANCHOR SEE TABLE ON SHEET 2 Reference DWG,#A010874A AM 09/10/Z SILICONE SILICONE SILICONE 2X WOOD BUCK WN ..vnvAvrffirAcvr.lcr sccuun'�a`Niron�so-ius w + 2%WOOD DUCK n.nvm muanomuux WTCALArRM roorvcare m I corn nrce�iacuLnnoc*AnrormaxAvarKrn W 2� Z F f FNGNfFR�nR�R(M iJ.'� D,�PE YIE 4SCIIY ,n �12XOD BUCK MIN. EDGE DIST. MIN. MIN. SEE TABLE SHEET 2 �` �\• .S••• POi EDGE DIST. EDGE DIST. N 7 7 SEE TABLE SHEET SEE TABLE SHEET * I OPERABLE SILL OPERABLE SILL © ADA THRESHOLD s s a of O 7 OUTSWING 7 HIGH BUMP OUTSWING 7 ipT O AFCO J-2297 AFCO H-497 '�!�s• G\ \\` fa�Fr.Of aNR�1x211.'IYI�rffi�.�Itl DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM SSpMSS SCALE: NTS t>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG-s: D015705 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF 9 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7 I PREPARED RY BUILDING DROPS,INC. i9dE MNIA MXH—t lfllM OpxIA xEAlil cl 33:iG FAIT.Ig:ii)]ai,iJ3R LYf1 w.vw.b.ddiiyro:eps mm ti 0 n OPo m o^o Ln 0Q Lu S<^� MIN, IX WOOD BUCK a 0O v EDGE DIST. (OPTIONAL) ti a CONCRETE ANCHOR F SEE TABLE SHEET NN a'� "SILIrONE, Oa m� z e w SEE TABLE ON SHEET 2 O Q m �L�m �.' ••, %% CONCRETE ANCHOR SEE TABLE ON SHEET 2d r ccLn laJCONCRETE/ m 2 5� MASONRY w O L..) 9 3 F I BY OTHERS i s w z Il 1X WOOD BUCK ''A (OPTIONAL) . CONCRETE/ MIN. o f rn • MAX. EDGE DIST. t- �Y SHIM MASONRY SEE TABLE SHEET CONCRETE ANCHOR BY OTHERS CONCRETE MASONRY BY OTHERS REMARKS BY DATE SEE TABLE ON SHEET 2 MIN.EMBED. / Add MUIU-Point lock&R_.11 GL 06/23/14 SEE TABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL Relo—DWG,RA010874A AMD9/30/1 OUTSWING SHOWN-INSWING SIMILAR $ OUTSWING SHOWN-INSWING SIMILAR INSWING ` AU ENDURA ZAIL4565F NO NAY NOt PPf tfR A[NAt CONoIi.]x5 F04�Y!Clfµ 9il.IF srtL COND1tWn1CAUS[IMtAliAltON to otvinif CRET NCHOR n.r.atal�xtMtx}c r. Hcxun.uaraFo SHEET 2 CONCRETE ANCHOR c�mecjh ioarc srrtrn¢ _ CONCRETE ANCHOR SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 SILICONE SILICONE d •' SILICONE o ,tSEE"TABLI'1314 w4 wW Q ° IN— • E W CONCRETE/ i W CONCRETE/ w CONCRETE/MASONRY t $ A OF MASONRYN MASONRY BY OTHERS BY OTHERS H BY OTHERS i��T 0 lok- MIN. MIN. MIN. EDGE DIST. EDGE DIST. EDGE DIST. f1 sr•RL' SEE TABLE SHEET 2 SEE TABLE SHEET 2 SEE TABLE SHEET 2 mvt axr.oc� kliHf,Pvs}e OPERABLE SILL OPERABLE SILL ADA THRESHOLD 8 OUTSWING 8 HIGH BUMP OUTSWING AFCO J-2297 AFCO H-497 DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM I SS MSS SCALE: NTS OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG.11: D015705 SECTION OF HEAD OR LAMB AS LONG AS MINIMUM SHEET: OF9 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 PREPARED BY: BILL OF MATERIALS ITEMN DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK 21 GU SECURY S-BOLT MULTI POINT FINGER-JOINTED PINT BUILDING DROPS,INC. SOLID PIN[ tie c.onN:a nEaa auu..sr[.na UaN:A 4EaCIV,[i i,1000 1 FRAME HEAD/JAMBS LAMINATED VENEER v.[:Ivsa)394J{17a LUMBER EaagesaPx.a7ae i wta.w..w.mc�am4troP..ran COMPOSITE 2 ASTRAGAL,ENDURA ULTIMATE HURRICANE 6063-T6 ALUMINUM W 3 (NOT USED) cc mq� 4 ENDURA ZAIL4565F THRESHOLD LLJ- Ll I— O'"d 5 AFCO 1-2297 THRESHOLD - O a 00 m G USED NOT CL s, ( ) 2 C rl n G LL 7 AFCO 11-497 THRESHOLD - ti� C O f 8 WEATHERSTRIP URETHANE FOAM& U [fl O f O D a Q POLYETHYLENE Opp 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE �® �e`: O o Z Q m 10 (NOT USED) WOOD N HANDLE �' �i O 11 (NOTUSED) WOOD eP`v, HEIGHT !11 WD W ) n o i 12 It10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL . O° Z O O € 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL �+rn 3 O O" o HANDLE(. 2 L7 14 BUTT HINGE(SEE SCHEDULE SHEET S) - � g � HEIGHT I,I W I ~ 0 O U 15 LOCK SERIES 400 STEEL r) O REMARKS BY DATE 16 DEADBOLT SERIES 780 STEEL - I� I Add M,16-Point Lock&R,&.U Gl /23/14 17 HOPPE MULI-POINT HARDWARE HLS9000 STEEL Q o o [.. Reference DWG.CAOICS74A AM /10/11 � O 18 ODL LITE KIT(LMQ 6063-T6 ALUMINUM m �o .n 19 FLUSH GLAZING LEG FIBERGLASS 1p a4 g N twu 20 ODL LIPLITE KIT(RADIUS CITES) PC ABS wtr`.!'Ar•wor�arruttnrnauiariomta"v`s[an`snt�uK mcNsrt[rn,m[wns roue u[srAuannN rom:rn [v,M!Mf R[q/iRFmlt,TGf[atLONER[iN.A tXlMtO 21 GU SECURY S-BOLT MULTI POINT STEEL `oo ( [Nccvr[aoaAanr aa[src[urruK 22 ADATHRESHOLD O FRAME HEAD/JAMBS O ENDURA ASTRAGAL �•`� 0E S ��•� VARIES,SEE BOM AT LEFT ALUMINUM ® ; O N 7 7 j/, j/ �/, 0.06 OF r / // % ' 0.63 -I--I- 4.563" tercctar.a Aur �[rov No.xnra 1.78" OENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD 22 ADA THRESHOLD DATE: 02.05.14 DWG. Y: CHK, Y: I I GL TJM sUmss SCALE: NTS DWG.#: D015705 4.56" 15.62" -{ T.:' sl I 5.00'• I SHEET: OF9 1 I 4.62"