The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 r s r 6 BCIS Home ; Log In User Registration Hot Topics j Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links Search Floi ida ' Product r '' USER: c User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL16674-R6 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 in 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 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 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS... 4/25/2017 Florida Building Code Online Page 2 of 3 Date Submitted 03/15/2017 Date Validated 03/17/2017 Date Pending FBC Approval Date Approved 03/19/2017 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 R6 C CAC NI011919.01-R7.pd f Approved for use outside HVHZ: Yes FL16674 R6 C CAC NI011919-R7.p df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R6 II A010851A SS 2014-09-26.odf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R6 AE PER2750 SS 2014-09-26.pdf Created by Independent Third Party:Yes 16674.2 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 R6 C CAC NI011918.01-R5.pd f Approved for use outside HVHZ: Yes FL16674 R6 C CAC NI011918-116.o df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other: Installation Instructions FL16674 R6 II A010852A SS 2014-09-26.pdf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R6 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" Fiberglass and 6'-0" x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R6 C CAC NI011916.01-R7.pd f Approved for use outside HVHZ: Yes FL16674 R6 C CAC NI011916-R7.p df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R6 II A010853A SS 2014-09-26.pdf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R6 AE PER2752 SS 2014-09-26.pdf Created by Independent Third Party:Yes 16674.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-8" Fiberglass and 6'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R6 C CAC NI011917.01-RS.pd f Approved for use outside HVHZ: Yes FL16674 R6 C CAC NI011917-116.o df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: Installation Instructions FL16674 R6 II A010854A SS 2014-09-26.pdf Verified By: Hermes F.Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R6 AE PER2753 SS 2014-09-26.pdf 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 R6 C CAC NI011922.01-R8.pd f Approved for use outside HVHZ: Yes FL16674 R6 C CAC NI011922-118.o df Impact Resistant:Yes Quality Assurance Contract Expiration Date 03/30/2026 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2f S... 4/25/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other: FL16674 R6 II A010855A SS 2014-09-26.1)df Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R6 AE PER2754 SS 2014-09-26.Ddf Created by Independent Third Party:Yes 16674.6 F Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O) Impact 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 FL16674 R6 C CAC NI011924.01-115.od f Approved for use outside HVHZ: Yes FL16674 R6 C CAC NI011924-R6.o df Impact Resistant:Yes FL16674 R6 C CAC NIO13412.Dd f Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 03/30/2018 Installation Instructions FL16674 R6 II A010856A SS 2014-09-26.Ddf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R6 AE PER2755 SS 2014-09-26.1)df Created by Independent Third Party:Yes 16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact Fiberglass Opaque Fiberglass Door, 12'-0"x 6'-8"and 12'-0" x 8'-O", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R6 C CAC NI011914.01-117.Dd f Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011914-R8.D df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2026 Other: Installation Instructions FL16674 R6 II A010857A SS 2014-09-26.Ddf Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R6 AE PER2756 SS 2014-09-26.Ddf Created by Independent Third Party: Yes 16674.8 H Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact Fiberglass Glazed 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 FL16674 R6 C CAC NI011915.01-R5.1)d f Approved for use outside HVHZ:Yes FL16674 R6 C CAC NI011915-116.D df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 Other: Installation Instructions FL16674 R6 II A010858A SS 2014-09-26.017 Verified By: Hermes F. Norero,P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL16674 R6 AE PER2757 SS 2014-09-26.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovricht 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 bglg-. Product Approval Accepts: Wal E9 M Credit Card�T Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS... 4/25/2017 PREPARED BY: JEL13rWEN 371/2"MAX, BUILDING DROPS,INC. WINDOWS & DOORS O,A.WIDTH 398 E.eANABEaMaLVD,STE.336 6 1 0ANIA BEAM,iL 3"X00 5 4 PH:(9541399.8478 37 1/2"MAX. WEBFAz:195a)rae.av38 :wvw.Watlln3dmPs.wm DESIGN PRO/SMOOTH PRO s O.A.WIDTH IMPACTAPPROVED o z LU Do FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) a a o N z g 0 C)p p< s�N 46 U �� V1 LU m e a GENERAL NOTES: N s 5 s i� ¢ a 9ILI o H¢ O w x ?o qa a E3 0 a zE ID 5 ACTIVE z tI- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT 3 p ACTIVE N 3 4 s O = Q4 J INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 2 Z LU Z[� (FOC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: rj L7'iI 0 s = O'? o'2- J Q W c ASTM E283-04 0 Z / F^ g / O LU LU w " • ASTM E330-02 17 • ASTM E1886.05 UCf— • ASTM E1996.06 III • AAMV) A 1304-02 r� • TAS 202.94 r c 7 Q. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 3 a 5 6 6 9 3 a 5 6 7 8 9 q a a a a a a a a a a a a a H= RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE (/1�\ TYP. ON 1 ['Z� FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ELEVATION TYP.ELEVATION t 1 6'-8•DOOR TI 1 ELEVATION REMARKS BY1 DATE INSTALLATION. O Add ADA sill,Multi-Point lod: GL 06/23114 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS 202-94 Standard SM M/22/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE LVITH THIS DOCUMENT. uc un axo sxui nor o[a[vrowcFn w vniorE on vaar 4. APPROVED IMPACT PROTECTIVE SYSTEM l5 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT vmrwurw6nnn coxunT or einmwc oao±s.o-rc. 4LrEAnnoxs,a9dncrs.vnc�Iuc xn xc,oa oTxm RESISTANCE FOR WIND ZONE 3 OR LESS. nLuurvsToniaooa.�3A'fay mTPuwm:oAND S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH -`�� $F. 0 /'o. DOORS ARE QUALIFIED. - `��Q„�•, ��' 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF- ;�0 REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT Z 7 PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY NOTE: = OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 DOORS SHOWN,ABOVE MAY BE LEFT T T OR RIGHT HAND OPERATING DOORS. Lu ........ NAb- [. dd.'. YR.33a wwu"A"'n39[a TABLE OF CONTENTS mv[ttacoonmanilAnoxno.r9sTe SHEET REVISION SHEET DESCRIPTION Igltally signed by Hermes F.Norero,P.E. eason:I am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.09.2615:42:34-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02,05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK.. Y: MAX.OVERALL DESIGN PRESSURE(PSF) GL TJM SS HISS 4 A VERTICALASSEMBLIES NOMINALSIZE MISSILE S A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS 6 A WOODSUBSTRATES WIDTH HEIGHT p05. NEG. POS. NEG, RATING A010851A DWG,fl: 7 A CONCRETE SUBSTRATES X T-O" 6'-8" 50' s0 50' 50 LMI&SMI SHEET: OFB 8 A COMPONENTS&BILA.OF MATERIALS X 3'-0" 8'.0" 50' 50 50' 50 LMI&SMI ^ - 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 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 STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHINI(5)SHALL BE 398 E.DANIA BEACH ENT,STE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. D—SEACH,F133004 PH:19 091 18 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAx:l9sapaa.4vDe STUCCO,FOAM,BRICK VENEER,AND SIDING. wEB:.,.,,,.wlldmse.oP:.wm 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 F' ' MANUFACTURER'S INSTALLATION INSTRUCTIONS. 37 1/2"MAX. O N ' O.A.WIDTH p z F o 3 S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR3"TYP. R o ° z JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 C2 T LgiE Z �•,LL SHELL Of BLOCK. �l p a 1 I ? n¢ 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK 0- m °•'i CONCRETE/MASONRY CONSTRUCTION, i® O CL. O m g 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 4 Q FOLLOWING PROPERTIES: 16 OC yG A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.5S. F lC' Oc B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. - ,,, ,,, w 2 C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH S m m z OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m,InHw F HQ- Q o PSI. m J c D.HOLLOW BLOCK CMU-UNITSTRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH - z LL i e i U W' OF 2000 PSI. $? z z I"9 N ¢ W Q J CL 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR Z e LOCATION,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM / REMARKS BY DATE EMBEDMENT AND EDGE DISTANCE AR°ACHIEVED. Add ADA sill,Multi+oint Lock GL 06/23/14 i ANCHOR TABLE 6'8"DOORS B'0"DOORS .0 uloslwlnoroiuoaoouvnwvnloEcoariarn a 0NS ANcOnsDHorBum NG.DRG T lac mTEwsnoxs,A0om0Hs.xuxroTpC.oA E ANCHOR MIN. MIN.EDGE �i1TYP.ANCHOR LAYOUT a+Anuncs Tome ooa:9Tr�NOTVCAMnTFO AND ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. 6•a•aea•DoollHEIGv 512E EMBEDMENT DISTANCE 2 SPACING AT SPACING AT ♦ M�• O JAMBS JAMBS NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. :"• O ir WOOD SCREW Jt10 2X WOOD BUCK 1-0/2" 3/4" 17-1/2" 17-1/4" * 2 7 OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4° 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1-1/4"1/4" CONCRETE/CMU 1-1/4'-CMU GONG 1" 17-1/2" 17-1/4° ,�I�lS °° G\\♦♦ / �n�A �a�C� ♦\ 398�oAd(da/�1 las�C�i3a\ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14.3/8" oANu arnDl,vL3300a NOTE: F0v0c0rrt.oP Aunlorslrnnox no.a35te B2 DOORS SHOWN ABOVE MAY BE LEFT 2'09 X 21/2"PFH OR RIGHT HAND OPERATING DOORS. SCREWS DETAIL D2 25 26 2-#9 X 212"PFH TVP,HOPPE DATE: 02.05.14 PFH SCREWS MULTI-POINT'SHOOT,BOLT DWG. Y: - _ CHK. Y: PLATE LOCATION _ WG TJM SS MSS DETAIL B2 (RH PLATE SHOWN) TYP.HOPPE 1-BOTTOM SHOOT D2 SCALE.- NTS MULTI-POINT SHOOT BOLT BOLT PLATE DWG.#:A010851A PLATE LOCATION HOPPE#2098911 SHEET: QFg SILL SECTION VIEW HEAD SECTION VIEW INSWING5H0.N0UT NGSIMIIAR INSWINasm"ouTSWING simun sEE Dffml.B2 SEE DETAIL D2' PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA HACK BLVD.,ST E 338 oAN.amcN,F133004 PH:(99413498478 FAX:19541)44.4738 4 1/2"TYP. 4 1/2"TY?. wEaw.w.a,flm43aroPAmm 1/2"OFFS 1 ETT m $ c „t m tT rr I CC Qo 3 I CL-w �e W CL m W a m �D m �¢ X O mg � 4a Qz Z Z� �? 2 p � o = z oo f 2 Ws Z K I""1 F m REMARKS BY DATE E Add ADA sill,Multi-Point Lock GL 06/23114 1 TVP•ANCHOR LAYOUT PDD W1L Yx OVCk M CONCBEI VA7ASOPRY ' lU N UIDNG IIiDSNALLNOT DCRLPLODUC4OM WIIOICOM1PAIR K'EIHOUfW.,As T'O-TDfO-II.,OPD+$EY. FtTEAAs—AODD�CNS.EIICIAIB N11MG.Oq DINED AVApNGSTiDM1TIRWD:.R9TMNDTPDV4ITI£1 1 11/4"MIN.EMBED TYP. `��S �$F. o SEE TABLE 2X BUCK ANCHOR TABLE 7 2E O MIN,EDGE MIN.CENTER 6'8"DOORS 8'0"DOORS •O - T ro 2 Z ANCHOR MIN. 10� ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER ,n••• C OP;•'�4/�� SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i F.•^......d: SPACING AT SPACING AT 2X WOOD BUCK INSTALL. - JAMBS JAMBS ��/}'�I .•E:Lol9°�,,�� • L2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE 394 E.od4701�7��C.33e ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25^ 30-1/4^ tD.NuetnDE,FE 33oD4 FOPE CTAT.W-108R—N0.34998 1-3/8".CONC. ®2X WOOD BU1.1/4 CK INSTALL. �2X WOOD BUCK INSTALL. ELCO ULTRACON 1/a" CONCgETE/CMU 1^ a" zs^ 301/a° "-CMU UIOSs HrnOX SIDE WEW DATE: 02.05.14 NOTES: GG Ti M SS MSS 1. 2X BUCK IS NOT FOR INSTAL:ATION AT SILL SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. - DWG.#:A010851A SHEET: OF B 3 PREPARED BY: BUILDING DROPS,INC. 398E.MNMEAN 339 DAH DMC4 (9.Wl Y4TR ;\ \ F.1N:19541T444730 wEe:..w4dbTa�m 11 INTERIOR EXTERIOR EXTERIOR . INTERIOR $ 4 I INTEflIOA EXTERIOR p m p cc m gFSS �a w mY O� vNi 1 OPERABLE HEAD OPERABLE SILL r4OPERABLE SILL a 4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 OUTSWING b U �-1" ENDURA ZA114565F AFCO1-2297 w W O Lu > c Wr JINT-ERIOR EXTERIOR INTERIOR REMARKS BV DATEINTERIOR EXTERIOR ./ 7 EXTERIOR Add ADA sill,M.Ifi-PDinf lock Gl 06173/14 Tof C EN In'"'Kf7am MINEa,IN AND SH-WT ER[f ROW CFDIN WT10[E ORPARf MIIIIOUT WRRT[N[ONSFWT 0I BUt10WG ORp±O,NL ' ..ATFRAT4)NSADdnDK19L11LIDN114G.CW D[HER 5 OPERABLE ADA SILL 6 OPERABLE SILL OPERABLE SILL ��N SFF.�L' G�'oW"4DDa "4TP�Nx EDARD L�--� • (� INSWING/OL[TSWING INSWING 4 OUTSWING ��Q,1� ., AFCO A-27fi P-2000 OPTIONAL FCO H•497 �� .�� ENDURA HCI5000 / =��.; 7 O d TT is 11 3"L�dlt,14 6`330 9 f4v[crRnDr�unrozrrOnnox ro.rn3e INTERIOR EXTERIOR 8 INTERIOR EXTERIOR - DATE: 02.05.14 ~ DWG. Y: CHK. Y: 6L TJM I SS MSS SCALE: NTS g OPERABLE SILL 9 OPERABLE SILL 4 OUTSWING 4 OUTSWING DWG.#:A�10851A OPTIONAL AFCO A-117 OPTIONAL ENO URA ZOBL4565F SHEET: OF 8 PREPARED BY: HINGESCHEOULE HINGE DETAIL ATIAMB: Ik PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 6'•8" 3 398 E.DANA BEAM MD.,STE.331 DANA BEACH,FL 33006 81-0" 4 PH:MOM 8028 FAN:Wfld69.A13B wEB:www.buntllAgdrovvc"m 1 \ > 1819 Lu C O Do O w •//.� INTERIOR INTERIOR / OQ N g 1-#9 X 2.1/2"PHILLIPS h C Q m Y FLATHEAD WOOD SCREW I� Q \' \' 3-#9 X 3/4"PHILLIPS z �yyy�jjj \ O FLATHEAD WOOD SCREWS EXTERIOR EXTERIOR 4-#9 PHILLIPS FLATHEAD WOOD SCREWS K 17 USE 3/4"LENGTH FOR V-8'DOORS �o USE 1"LENGTH FOR 8'-0"DOORS 1 LOCK JAMB3 HINGE JAMBcz 5 OUTSWINGSHOWN-INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR F REMARKS BY DATE Add ADA sill.MUIV-Point Lok SL 06/23114 9-#9X13/4"PFH 3-#8X2"RFH 13-#8X13/8'PFH(6'-8"UNITS) W/HARDWARE 15-#8 X 13/8'PFH(8'-0"UNITS) 8-#9 X 2 1/2"PFH W/STRIKE HARDWARE W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE IIIb EH N Y Y H 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH dmswu HorB[A[Fcovuc[odvnloLE on near NmmrtwBm[n corvsENT or ewLOM�ow N.Im[, 21 1-REINFORCEMENT PLATE O F o uUFNMDsTo`MADDMOK.I GBJO.ND P—MMoDiu20 HOPPE#2512296 nmV4 EXTERIOR E)(TERIDR F. Al INTERIOR �d INTERIOR ��(C�•••••....•••' G\�`�� 398 c DM'S dd.17�1461L,338 DMA BLWI;i 11 11 fOFE CDYf.OE AVIIIOGTANqNON N0.2W1B 4 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI—POINT LOCK JAMB HOPPE MULTI-POINT LOCK 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 DWG, Y: C"'A K. Y: GL TJM SS MSS SCALE: NTS DWG.#:A010851A SHEET: OF 8 5 PREPARED BY: 2X WOOD BUCK ft BUILDING DROPS,INC. . rL'N I 398 E.DAN.EEACH. MIN DLI a°oa STE 330 T_O L % WOODANCHOR DAN.DEAcn,fL3 vxaD9a>.tss.eiTe EDGE DIST. w m %% fAn:IssAl3un.4r3a SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 wEa w.,.v.wcmDaaDvs.�m SILICONE dtz W7 -2X WOOD BUCK l� _da X. - O �0. .... .... .. . Ln P4, 3 Lu c MAX WOOD BUCK p C, 1- 2X a s WOOD ANCHOR SHIM K m a SEE TABLE ON SHEET 2 MIN.EMBED. p¢ Ln .n" SEE TABLE SHEET d 1 (HEAD (TYPICAL) 2 JAMB(TYPICAL) � OPERABLE SILL o Z'. 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWING SHOWN Q-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED Q We ENDURA ZAIL456SF ?y }F}F}F}F��•��i•111" SILICONE �c SILICONE SILICONE r BY 2X WOOD BUCK 2X WOOD BUCK REMARKS DATE Add ADA sill,Mulci-Poin[Lock GL 06)33(14 2X WOOD BUCK ry d051WlxOT OL REVCOWCEDM=0FPApf MTRpUf WUfIlNCDNSFM OfaWtOWG DRDS PY. N"OBA OPERABLE SILLYOPERABLE SILL 7 OPERABLE SILL MCITDM - -- 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING•NOANCHOR REQUIRED ��S SF, AFCO J-2297 AFCO A-276/P-2000 AFOD H-497 `� ��, �0 * 7 *� = ro TT a: •........• SILICONE SILICONE SILICONEase'r {Ad+ll i3a`,,` favL c[nT.a AunroExAnox no.9as9a 2X WOOD BUCK 2X WOOD DUCK 2X WOOD BUCK DATE: 02,05.14 DWG. Y: CHK. Y: �g OPERABLE SILL g OPERABLE SILL 1 OPERABLE ADA SILL GL/Tim SS M55 OUTSWING-NOANCHORREQUIREONOANCHORREQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4S65F ENDURA HOS000 DWG.#:A010851A ,- ° SHEET: OFS tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: MIN. 1X WOOD BUCK Ik EDGE DIST. W (OPTIONAL) BUILDING DROPS,INC. SEE TABLE SHEET �_ •e'; � 398 E.DANAEEA[H BLVD.,STI.33d 2 0 f�Q %% CONCRETEANCHOR SILICONE Danw BEACH,EL8478 31009 O VN:(1954)7.AM SEE TABLE ON SHEET 2 F"-.1954)7 AM WEB:www.WNdingdmpswm O x I CONCRETE/MASONRY •• % ' z rL BY OTHERS % CONCRETE/ J$ N '• .. '':,•. MASONRY x .•'• % � BY OTHERS is N sa'y's 1X WOOD BUCK 'F' _ a w (OPTIONAL) T faL F– '�'LL'" MAX. cfv=i / 0 SHCA CONCRETE ANCHOR ,n. CONCRETE/MASONRY BY OTHERS y SEE TABLE ON SHEET 2 Z m m y p� MIN.EMBED. t :D SEE TABLE SHEET a Q lJJ 1 FIEAD (TYPICAL) JAMB (TYPICAL) C� OPERABLE SILL u� W 7 OU7SWINGSHOWN-INSWING SIMILAR OUTSWINGSHOWN-INSWING SIMILAR 7 INSWING•NOANCHORREQUIRED Z ENDURA ZAIL4565F O SILICONE W� SILICONE SILICONE P: REMARKS BY1 DATE G d d •G d d d d Add ADA sill;Multi-Paint Lock GL 06f23f14 d. Q. [4 O • CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS n � axosuu rroTDL a[LrawanixwxoLEor.r9nr wmwur wAnrtN coxmvT m Burn we ono 3,me 4 OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL nnnanous,aoomcm.Nbwcunuc aB��w nvnnxDs3o nlrsooa mow.v9r[oauD 7 OUTSWING-NOANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED7 OUTSWING-NOANCHORREQUIRED �� ES F. AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ;��.�•. /i�� Z. �O * . 7 • *` ir - ��---I SILICONE L.� SILICONE SILICONE � '� ••.p �. � .Q d % d ,o d• d •d d' 398 E.o �d•IW7��L3>e rD)L ConxueLm,n— • d. Q V C [RT.GFANILIDRWnONx0.D598 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL S OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NOANCHORREQUIRED OUTSWING-NOANCHOR REQUIREDOUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCOA-117 ENDURAZOOL4565F ENDURAHCISOODADA GL TJM I SS MSS . SCALE:. NTS DWG.M A010851A SHEET: OF B E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 7 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - BILL OF MATERIALSPREPARED BY: 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MOLT-PAINT LOCK ITEM# DESCRIPTION MATERIAL 'W/SILL SHOOT BOLT PLATE#2098911 Ak FINGER-JOINTED PINE SOLID PINE BUILDING DROPS,INC. E.MMABEAN L 338 1 FRAME HEAD/JAMBS LAMINATED VENEER DMIA BEAM FL 3=4 LUMBERft(9)4H998478 ® FAX: 19941]40.4]38 COMPOSITEwF4„Ww.fNsamBaroP�mB 2 (NOT USED) B 3 (NOT USED) J$ 4 ENDURA ZAIL4565F THRESHOLD - O H Q oCC 3 5 AFCO J-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD - Ll g LL pa O a=- 7 AFCO H-497 THRESHOLD - ° O®O° �° ® 4 J \Q 8 AFCO A-117 THRESHOLD - 0 C a Do 9 ENDURA ZOBL4565F THRESHOLD - a o O C p 0 o 10 ENDURA HC15000 ADA THRESHOLD - °P ° HANDLE HEIGHT 4 Q URETHANE FOAM& ° -_,w ° a Oa O w a 11 WEATHERSTRIP POLYETHYLENE 8^ ° o N T Q Z u n O LLJ 12 NON-COMPRESSION SHIM(0.25"MAX.THK) COMPOSITE ° ^m 9 Z HANDLE @ e 13 (NOT USEOJ - HEIGHT � 0 .- a w> 14 (NOT USED) - O o D L.0 2 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° ° ° q F O REMARKS 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ° � � BY DATEo 0 17 BUTTHINGE(SEESCHEDULESHEET5) STEEL �? Ada ADA sn6Multi-Point tock GLD6l2a(L4 38 KWIK5ET LOCK SERIES 400 STEEL c 19 KWIKSET DEADSOLT SERIES 780 STEEL ® ry 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT M +AHO41Ull NOTBL fUW.aW[FD�N WLIOIFOR>A9! STEEL ROCKWELL MULTI-POINT TONGUE LATCH 073228780 UNIT wmqu]wrmLncaNs[Nr or LmLoxB oeo±s.au. B0.63"— utLnnnoNs,ABortia^n.ewx[icfmxc,on arN[a.annNcsro nirsooa�+�r�]��NmecBmm[onuB 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL F 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8764091 STEEL 00 ```��• iii''' 23 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL ` •:�� 7 _ 000 .79" o -O T T C 1 T65 OFRAME HEAD/JAMBS O ENDURA ZAIL4565F 5 AFCO J-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) r�N�ny/p(A1lURt9oE�G�`�`` VARIES,SEE BOM ABOVE THRESHOLD O THRESHOLD THRESHOLD 498 F. 1+11 aArvu B[AOI,R 34Ua1 r� fBJL CCNf.OFAMgrJ]A410N N0.H518 N n ram 4.563' 4.56"--{ I---5.62" —{ 4.57" 1.75.. DATE: 02.05.14 DWG.PY. CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL TJM $$ MSS 9 THRESHOLD 10 THRESHOLD 23 SCALE: RATS . DWG.#:A010851A 5.00 SHEET: OF8 L1 m 4.58" o ID 4.62" 5.00" Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration ! Hot Topics t Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map Links ( Search F' ;Ida Product Approval p USER:Public User Product Approval Menu>Product or Application Search>Application List>Application History>Application Detail Tt FL# FL16708-R3 L "" Application Type Affirmation Code Version 2014 Application Status Approved, Comments 1st validated 02/20/15. 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/10/2018 Validated By Locke Bowden ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R3 COI COI Jeld Wen SS 2014.Ddf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm... 4/25/2017 Florida Building Code Online Page 2 of 3 @I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes *No ON/A Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated Date Pending FBC Approval Date Approved 04/06/2015 Date Revised 04/15/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Single(X)Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010871A.odf 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:3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R3 AE PER2766.pdf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16708 R3 II A010872A.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:3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R3 AE PER2767.pdf Created by Independent Third Party:Yes 16708.3 Design Pro/Smooth Pro Double(XX)Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010873A.odf 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: 6-0-0x6-8 and 6-Ox8-0 Inswing and Outswing FL16708 R3 AE PER2768.pdf Created by Independent Third Party:Yes 16708.4 Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010874A.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:6-O-0x6-8 and 6-0x8-0 Inswing and Outswing FL16708 R3 AE PER2769.odf Created by Independent Third Party: Yes 16708.5 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O) Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010875A.odf 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:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing FL16708 R3 AE PER2770.pdf Created by Independent Third Party:Yes 16708.6 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010876A.odf 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:9-O-0x6-8 and 9-0x8-0 Inswing and Outswing FL16708 R3 AE PER2771.pdf Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl%2f Zm... 4/25/2017 Florida Building Code Online Page 3 of 3 16708.7 Design Pro/Smooth Pro Double with side Iite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010877A.Ddf 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: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing FL16708 R3 AE PER2772.Ddf Created by Independent Third Party:Yes 16708.8 Design Pro/Smooth Pro Double with side lite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R3 II A010878A.odf 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: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing FL16708 R3 AE PER2773.Ddf Created by Independent Third Party:Yes Back Next 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,licensees 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: W NA 99 M .............................,.............................................. Credit Care€ Safe. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm... 4/25/2017 PREPARED BV: Ir JELIBrWEN BUILDING DROPS,INC, DANA BEAW BLVD., W IN D O W 5. & D O O R S 398 E DANIA BEACH,FL 330BI E.138 PH:(954)3994418 FAX:(9$4)744,4738 WEB:P,w 1,W1,1ndmpl DESIGN PRO/SMOOTH PRO/STUDIO 371/2,MAX. o 0 IMPACTAPPROVED O.A.WIDTH z K 2 ti 1�2 FOR USE IN THE H16H VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 5 a o o N Z O.A.WIDTH ® n,O Lu-j 5 4 ^C to W son GENERALNOTES: ® O LW9 Fe S 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 p a Q 0 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: t- \ - 5 O a g >Z Z"o • TAS 201.94 - ti`S2 F 2 I j a (7�0 • TAS 202-94 ,B°�t, '�- w 3 O n",.)w D s J W • TAS 203.94 .-3',�.(= 1 s F O1 n 2 5 ® '. 3O w 6.,- 2 . a ...� 5 U, m d 4 yi L.1 �D 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE z a0 qR a 8 0 3 z RLL' s ACTIVE z n-N RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRIVG APPLIED PRODUCT LOADS TO THE Y LL s ACTIVE w Ln 4 ® x w W� FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ,�•,—¢ s z N p s INSTALLATION .=O�o s p 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 REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA HD,MUniPoInE Lad GI 06,123114 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a 5 s 7 6 9 3 4 5 6 7 B 9 RESISTANCE, a a a a a a a a a aa a a a S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONA-PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 DOORS ARE QUALIFIED. s•-B•DOOn HEIGHT e••o^DDDR HEIGHT RNBSMAILNCTBEREPRODUCCDIHObLEORPART WITHOUT WRHTFN CONSV neF BWLB'.GDH0K INC ALTERATIONS.OWWWS.HIGHNGH FRJG•OR OTHER 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. AMRHNGSTOTH DOONMEMAAE NpEFERIJIe1F0AN0 REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT �� E$F, PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT ISt1.0 ,(VQ'.•• r• �o NOTE: 7 DOORS SHOWN ABOVE MAY BE LEFT = OR RIGHT HAND OP44/ B. ERATING DOORS. T T 'd90'E.WIfINlS e0.aHRS3WR�,```\ iBPF CFH T.OFAUIHOROAnONNJ.SSS7a TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION oasonlly sigma pHermeG F.oc me P.E. oason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2017.02.091524:09-N500' 2 A TYPICAL ANCHOR LAYOUTSAND NOTES DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK. Y: 4— MAX.OVERALL I A VERTICAL ASSEMBLIES NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE GL TJM SSA 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS WIDTH HEIGHT RATING 6 A WOOD SUBSTRATES POS. FNEG. POS. NEG. DWG.#:AO1O871AL 7 A CONCRETE SUBSTRATES X 3'-0" 6'-B" 65• 0 65` 65 LMI&SMI SHEET: OF8 8 A COMPONENTS&BILLOF MATERIALS X 3'-0" B'-0" 50• 50 SO- SO LMI&SMI .SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY: 1• ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. IQ� 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 39B E DANIA BEACH MCI,$k.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANADEAM.FLM3 PH:(95)39MVB 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOFAk:(95H7EB.A738 STUCCO,FOAM,BRICK VENEER,AND SIDING. - 37 1/2"MAX. wEe:ww,.awm¢d�Pi,.olA O,A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. 4 W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 2 C2 p F- 0 J N�, MANUFACTURER'S INSTALLATION INSTRUCTIONS. m o S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® 00 W Z o n m m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE w f OC> (CL x LL+e SHELL OE BLOCK. i N r ¢x 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK 0 Q � ,m^n 3 CONCRETE/MASONRY CONSTRUCTION. I, O 5 7• INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ti _ [Io< O a FOLLOWING PROPERTIES: y 'Z3o A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55, _ B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z LL 6 = lza Wo C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 Z d z z w z OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O 4 w p Q B PSI. p z D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q W} OF 2000 PSI. 11 a ti 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHORRIJ LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ID. REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ZR-TFI Add ADA BIII,IAUIti-PolnE LDdc GL 06,Q3114 A2 A2 ANCHOR TABLE P.ANCHOR LAYOUT 6'd'F¢'-0"DOORHEIGHT fl`HTnnT�N6'8"DOORS 8'0"DOORS wsrW7RWILDGDOWG AIiEeAIILNiE,A9Dimx>.I9GwIGxnw3.onoTlae LM W NGS io 7x6 DDGR.'Vrt NtE NOT PEmNRF D AND w nD ANCHOR MIN. MIN.EDGE MAX.O.C. MAX.O.C. ANCHOR TYPE SUBSTRATE SIZE EMBEDMENT DISTANCE %%01 % SPACING AT SPACING AT ��,SES F• p IAMBS JAMBS NOTE: ��(4Q-: 101 NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(XI ONLY. t •• .AQ WOOD SCREW #10 2X WOOD BUCK 1.1/2• 3/4• 17-1/2" 17-1/47 " _ OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1.1/4" 2.1/2" 17-1/2" 17.1/4" 1-3/8"-GONG. ��• ELCOULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 17-]J2" 17.1/4" �i�C�Crysq pi�y¢�V o ITW TAPCON 3/16" CONCRETE/CMU 1-1/4• 1" 10" 14-3/8" �E= dH0.3aC.��`,` HIDF O:Af.OF A1111A)APAlION k2.[95M B2 2-#9 X 21/2"PFH SCREWS DATE: O2.OS.1.4 DETAILD2 22 23 DWG. Y: CHK. Y: 2-#9 X 2 lJ2'PFH TYP.HOPPE G L TJ M SS/MSS PFH SCREWS MULTI-POINT SHOOT BOLT PLATE LOCATION NTS SCALE: ..11 7. AIIB2 (RH PLATE SHOWN)t AO 1087 AJBA DWG•#: TYP.HOPPE 1-BOTTOM SH00T MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF8 PLATE LOCATION HOPPE#2D98911 Im SILL SECTION VIEW HEAD SECTION VIEW INM.NGSHDNG30DTE . SWDWI WMNQSHOWNOI3f3WlNGSIMGAR SEE DETAII B3 EEE DETAILD2 PREPARED BY: BUILDING DROP$,INC. 41/2"TYP. 41/2"TYP. rL 398EJANIA EAC FL330STE]Id dAPH;BEACN,FL330B� PN:19%)39'!8778 11/2"OFFSET Fac:l9sap77.7a1e wcB:w."o.edo-r"ddaPAR"� M O v O -,as aSL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" t�a p Q 5 a= t w CL CL C3 uj m g a h O Q k 0 " 3 N" J �a Z 4 z o = W; U w p Z o QE L U : 0 � w ►'i t TYP.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 REMARKS BY DATE ��niONAE:x dua�NE0Np1ETP1aASONRv Aed ADA slu,Mufti-PoinE tOdc c;t 06/23/1 QUALIFIED SKIN PATTERNS Add Qu311R"_d Skln PBttem9 IS 12(21/16 .25ot.010 hww u " NP '– AN ENALLNCTBE REI0.0BUCE0 dlwt4llF OR PART WIIHBUi WRREN NNEENfOFBV0.0 W BAOPE,dC .092+005 .0304:.010 sluau—m-pBOn iAt NaAR WT�+�iT VA. 11/4"MIN.EMBED TYP, ss F. p `0� z /)TYP.GROOVE DIMENSIONS 0 SEE TABLE �``r�:� •.AO ° W❑ Px'OG v TT 7 ccr z z W 2X BUCK ANCHOR TABLE ii�O•'•• ( OP;:�_��: WOOD BUCK 2X WOOD BUCK INSTALL. MIN.,EDGE MIN.CENTER 6'B"DOORS 8'0"DOORS ANCHOR PER BUCK ANCHOR TABLE ANCHORTYPE A52ER SUBSTRATE DISTANCE SUBSTRATE EMBEDMENT DIST.TO TO CENTER MAX O.C. MAX.O.C. RmEmc�Tnu�.usie SPACING AT SPACING AT 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. JAMBS JAMBS cwssS—ON s�BE urtw ITW TAPCON 1/4" CONCRETE/CMU 1.1/4' 2.1/2" 4" 25' 30-1/4' p ELCO ULTRACON 1/4" CONCRETE/CMU 131 4„-CMU 1” 4" 25' 3D-1/4° DATE: 02.05.14 NOTES: GL BY:02.05.14 S'Alss 1, 2X BUCK IS NOT FOR INSTALLATION AT SILL. N�.0 SCALE: JJ 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:AO1O871A SHEET: OF B 3 PREPARED BY i - . BUILDING DROPS,INC. 398 E DANA BEACH 01V%SlC338 MNA amcH, PH:199M1I3998A78 PAX.(M)744.4738 WE&-bWXDngdm90mm � 11 11 IMEAIOR EXTERIOR EXTERIOR /• � INTERIOR O q -f INTERIOR EXTERIOR rc� Q m 5 w 5nV J .taw �1,Z�F �m~' SQ m s�s• OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a pa J y ,4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING (;, OUTSWING a Q 4; ENDURAZAIEA56SF AFCO J-2297 2 XJ Wo w w v? ❑ > �e F�1 Wz F EXTERIOR '/, INTERIOR REMARKS R4' DATE INTERIOR EXTERIOR INTERIOR EXTERIOR Add ADA VR,Mult:Polnt lock GIL 06123/14 to T ./ 6 — / . �ri I W U RO Y UEa 11 Ax03xAlLNCEDERERRD0UCE0WWlgEF GA RARi� W8H W i WAD*EN CVNSEMOF ONLD'.GCROPS,INC ADEMTON3,ADDRi0N1.MGNIWHtItW,Ofl OiHEa OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL Ml8t HG3NhlE DDCUMCIRARE KWAI ED AND I vo /� INSWING OUTSWING ��%% S 4 INSWING/OUTSWING HCISOOO `� AFCOA-276 P-2000 4 OPTIONAL AFCOH-497 ````��Q•�E"•�' Q CC�//ice' ENOURA HCIS000 � _ � •O r 7 = -D•. TT r a 11 ase�` °ylE �t ,tlus`,,` 9 INTERIOR EXTERIOR iIDERRf.ocPUnmavnmN4x usra 8 INTERIOR EXTERIOR DATE: 02.05.14 GL TJM Ss PI sS g OPERABLE SILL g OPERABLE SILL SCALE: NTS (1 OUTSWING4 OUTSWING DWG•tttAO10871A OPTIONAL AFCOA-117 OPTIONAL ENDURAZOEIIASGSF SHEET: fl OF8 T PREPARED BY: HINGESCHEDULE HING E DETAIL AT JAMB: BUILDING DROPS,CVC. PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY 340E 3ANIABEACH BLYD.,FE338 BAN.BEAEH,R33 6'-B" 3 �� PN:IWI39984T8 •\ FAX:(954)7M.4730 $.-0u 4 WEB: Mad.8dmPT/am \ w u % 1 CL s a m m LVR � 6 %% 11 INTERIOR INTERIOR ��• / / J ^3 1-#9 X 2-1/2"PHI W PS FLATHEAD WOOD SCREW K Z \` \' 3-#9 X 3/4"PHILLIPS O 't° FLATHEAD WOOD SCREWS w O EXTERIOR EXTERIOR' 0 = j�i 4-#9 PHILLIPS FLATHEAD WOOD SCREWS ��]] 17 USE 3/4"LENGTH FOR V-8"DOORS '7# USE 1"LENGTH FOR 8'-0"DOORS WW w r! 1 LOCK JAMB3 HINGE JAMB F 5 OUTSWINGSHOWN -INSWINGSIMI(AR 5 OUTSWINGSHOWN-INSWINGSIMIIAR REMARKS BY DATE Add ADA sill,Multi-Point Lock GL 6/2d/I 9-#9%13/4"PFH 3-#8X2"PFH 13-#8X13/8"I'M(6'-8"UNITS) W/HARDWARE 1S-#8 X 13/8"PFH(8'-0"UNITS) 8-99 X 21/Y'PFH W/STRIKE HARDWARE AND S—LNCTBEA—DUCEO W VAOrE ON IANf W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPLSTRIKEPLATE COMESW/HARDWARE wm+WM"ENmMW.FflUADi✓GnEovswc 4-MPLSTRIKE PLATES 4-#8 X 13/8"PFH ALaBAnONC ADDIm"s.t{wtwnNrrlc,anomEN HABMAVOI A DDNMEt3TARENDYPEF\1rtrtDANO 21 1-REINFORCEMENT PLATE 20 HOPPE#2512296 4P�4.' P7 E8EXTERIOR EXTERIOR � Oi-0 Lr=ttu INTERIOR o INTENOR /Ir�WEiA yB"�Q`B ati% s9aE NufREAW0.SfiM iBPE CERT.OF PUi1KINla1TpN UD.ESSTB it 11 4 ROCKWELL MULTI-POINT LOCK JAMBrj HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK DATE: 02.05.14- \'5 OUT$WINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG Y: CH SSjIV'iSS SCALE: NTS DWG.#:A010871A SHEET: OF8 5 PREPARED BY. 2X WOOD BUCK Ir WT" BUILDING DROPS,INC. MIN. N 393 E DANIA BEACH BLVD.JIL339 BANVWBEACKFL336 _ v, %/% WOOD ANCHOR PM:1936139 ws EDGEDIST.SH. '' // SEE TABLE ON SHEET2 W[0.FwWm-0WI69ngdep mm SEE TABLE SHEET2 w SILICONE ri w wWlAl 2X WOOD BUCK Q J n g zF /. hod �N O W 2L 2z 4) Wc g= MAX. 2X WOOD BUCK SHIM 0� 6 O¢ SEE TABLE ON SHEET2 MIN.EMBED. L. ~ m g SEE TABLE SHEET G m \Q � 1 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL a o 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED Q �� ENbURAZAIL4565F o SILICONE a' Wi SIUCONE SILICONE t 2X W000 BULK 2X WOOD BUCK REMARKS BY DATE Add ADA 3i3,Nfutt4Polnt lock GL 313 2X WOOD BUCK B OR a V tl ANOSFYLL HCf EE aEMWllGE933WI .1m L WIENOVf WRR*EV CON3[MCF BVRB SGG�roPS.WC ALMMAt10N3.GoocuNlFWwuemw.CW DA 4 OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL NuauNGSMtd�BG nMDnau NUfaE MmFVANo 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING,NO ANCHOR REQUIRED T AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 �� SES F. 7 D . TT U SILICONE SILICONE SILICONE 39e E�.b(p�pE4di0.fhti Lb's f3aE IFM.UFAIREpaVAIN]N W.nsn 2X WOOD B:1CK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 $ DWG. SS Y: CHK. Y � OPERABLE SILL 1 OPERABLE ADA SILL GL TJM 14 OPERABLE SILL 'ISS 6 OUTSWING-NOANCHORREQUIRED 6 OUTSWING-NOANCHORREQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZO§L4S65F ENDURA HCL5600 DWG.N:A010871A SHEET: 0 F B OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW . SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 'G EMBEDMENT AND EDGE DISTANCEARE ACHIEVED, PREPARED BY: MIN1X WOOD BUCK Ir EDGE DIST. (OPTIONALI .,,�••••� BUILDING DROPS,INC. SEE TABLE SHEET 2 5 N •d, , 398 E DANIA BEACH BLVD,$1"38 2 ,� BANUI B.CLN PL 33 CONCRETEANCHOR SIU0 Px:193°139D�8°18 N SEE TABLE ON SHEET 2 Pak'19s°IT°°°� WEB:xwvbW'An3dropl,rnm MASONRY CONCRETE/ ' z¢ BYOTH RS UCONCRETE/MASONRY / G CONCRETE/ O "Q'MASONRYBY OTHERS1X WOOD BUCKp w(OPTIONAL)_ 3 7--MAX.� SHIM O 4 2CONCRETEANCHOR O Q mSEE TABLE ON SHEET 2 BY OTHERS MIN.EMBED, to SEE TABLE SHEET2 C Cil 1 HEAD (TYPICAL) JAMB (TYPICAL) r3fOPERABLE SILL z Wo OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWING SIMILAR7 INSWING-NO ANCHOR REQUIRED U ENDURAZAILAS65F d O U a� SILICONE W i SILICONE SILICONE REMARKS BY DATE d d d d a a d d d Add ADA sill,Multi-Point Lock GL W23114 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BYOTHERS BY OTHERS oED H A10$S LLNDi REREPRDDUCED MYBroLE OB IA0.7 L WNHWTWRNTENMNsm.AUILD'.G_-° D 4 OPERABLE SILL �6Z OPERABLE SILL OPERABLE SILL A7`""�°'�'0g10N590EWT��°MDA "'I", EER�INGS'I"DDCVM03f ARELIDTHE(°AITRDANO xVA 7 OUTSWING-NOANCHORREQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHORREQUIRED `�� S F. AFCB J-2297 AFCO A-276/P-2000 AFCO H-097 � s ,• so SILICONE SILICONE SILICONE �� lb •�� ',��i��SyEq&agfpp p�aG%``,`: '4 d• 'd a• 'a d• Ae c.�NLL PEAdI� LEi jL •4 A. '4 d '< C NIDI mr.oEAUTT4)BPATxlx 4.m. • CONCRETE/ CONCRETE/ r CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL g OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED7 OUTSWING/INSWING,NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCOA-117 ENDURAZOBL4565F ENDURAHCISOOOADA GL TJM I SS/MSS SCALE: NTS DWG.a:AO10871A SHEET: OF8 t�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY. BILL OF MATERIALS 20 ROCKWELL MULT-POI NT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE O ® 3"E.DANA BEACH BLVD,SIE:138 1 FRAME HEAD/JAMBS LAMINATED VENE411 DAPH;f9 41o+7'x4T8 LUMBER O P :19s41744.411a wse:_.Ewe>mgftA m COMPOSITE 2 (NOT USED) B O Q .o 3 (NOT USED) W 4 ENDURA ZAIL4565F THRESHOLD - O O\O Q g W 5 AFCO J-2297 THRESHOLD - R CL t2 w N 6 AFCO A-276/P-2000 THRESHOLD - O 4 = 0 m xd' LL 3� ��a 7 AFCO H-497 THRESHOLD - 0 0®Oo ®� O Q 3 8 AFCO A-117 THRESHOLD D 9 ENDURA ZpBL4565FTHRESHOLD - �^ 0Oo HANDLE cg z yy HEIGHT CL— Q 30 ENDURA HCI5000 ADA THRESHOLD - o �� o �p9 CD W 11 WEATHERSTRIP URETHANE FOAM& o `eR+ ;�.n ® W ~ POLYETHYLENE ,;�; o ° O �c O w Jwo 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE F--�1 0 na z HANDLE ° 8 o O 13 (NOT USED) _ HEIGHT 2 14 (NOT USED) - CZ)o .. F O 15 1#10 WOOD INSTALLATION SCREW W/11/2"MIN,EMBEDMENT STEEL o 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL o o ° REMARKS BY DATE Add ADA sill,IADIt4Polnt Lock 6106/23114 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL ZD 18 KWIKSET LOCK SERIES 400 STEEL KWIKSET9 ® ° dJ � 19 gEADBOLTSERIE5780 STEEL ep ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT O ",r+osiour+crr,EaEwiv`ouaouwiia+EDaru+r` 20 STEEL °inn 'ANO noiurt,00lroiwerwlcxnlio oHoTia+n ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT 0.63" auwlrwsronlu DOeuulDrr,AEiroteuanmtDAPO 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL B \`�S F O7/�7'' 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL •°�� 7 0 79" ®m0 T T �4U FRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) 'lam sg `� O VARIES,SEE BOM AT LEFT Q THRESHOLD O THRESHOLD O THRESHOLD ZZ asa564&� Aa PBPE fFtT.OFAUTnOPDAMIH 4J.345)e m 4. p 563° I----� ' I ° 1.75" DATE: 02.05.14 ��— 4.56' 5.62" 4.57 1 DWG. Y: CHK- Y: OAFCO H-497 THRESHOLD AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL TJM SS�IWISS 7 8 9 THRESHOLD 10 THRESHOLD 23 SCALE: NTS DWG.#:A010871A SHEET: OFS a 4.58" --oma 5.00" 1.75" 8