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r ti� � ....._.__.. fs' FIN BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j Contact Us BCIS Site Map ( Links ( Search rich Product Approval -USER:Public User P r Product Approval Menu>Product or Application Search>Application List>Application Detail ( — a FL# FL16708-R9 I (� Y Application Type n Code Version 2017 Application StatusApproved Comments Archived Product Manufacturer (;3a. Address/Phone/Email 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/Email Category E terior Doors Subcategory Swinging Exterior Door Assembl' 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 12/31/2022 Validated By Locke Bowden P.E. 1+1 Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R9 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R9 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Sections from the Code 1 Product Approval Method Method 1 Option D Date Submitted 04/22/2019 Date Validated 04/22/2019 Date Pending FBC Approval 05/01/2019 Date Approved 06/18/2019 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 R9 II A010871A X,OPQ_SS 2017-02-09.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 O FL16708 R9 AE PER4663.1 SS 2017-11-17.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 . HZ:Yes FL16708 R9 II A010872A X,GLZ SS 2016-08-26.pdf Approved for use HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778 Impact Resist t:Yes- Created by Independent Third Party:Yes Design Pressu e: N/A Evaluation Reports Other: FL16708 R9 AE PER4438.1 SS 2017-11-17.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 R9 II A010873A XX,OPQ SS 2017-02-09.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 R9 AE PER4664.1 SS 2017-11-17.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 Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX,GLZ SS 2016-08-26.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 R9 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)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 R9 II A010875A OXO,OX OPQ SS 2017-02-09.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 R9 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(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 FL16708 R9 II A010876A OXO, OX GLZ SS 2016-08-26.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 R9 AE PER4442.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes ' PREPARED BY:. BUILDING DROPS,INC. 398 DIE jKlUDANA3712"MAX. BEACH,R.U004 RH:JS5 PsM478, O.A.WIDTH Ft9;417uAm WEB: .—.bullftE4 pxmM DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX, 5 IMPACT APPROVED O.A.WIDTH 2 LL' $ $ FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 4 3 0 (D z � a 1 6 cL O W J LL--5 p 5 -z W 81 GENERAL.NOTES: x \ s -ap w 4 O p Q Z LU m x _ Www Z ��= o � 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA R�-1 ti wpill 6 m n s ACTIVE BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a ZTAszolaa z`� e ACTIVEz _ W• TAS 202-94 ZLL ® w N—¢ ® _ LLl• TAS 203-94 3 s x z v w Q LLI , O 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR-2X FRAMING AS A MAIN WIND FORCE O z< p rn U a RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE :E / FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF.RECORD FOR THE PROJECT OF L INSTALLATION. - O_ 3. THEINSTALLATION 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 34 s 6 T e s a 4 5 6 '7 3 s REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4 4 4 4 a 4 4 4 4 4 4 4 4 4 d ADA sill,MP Lk,Radius Lt. GL /13/14 DOCUMENT. n TYP.ELEVATION 1 0 TYP.ELEVATION 2 C-8-p00N HEfGNr `i ' B'-0"pOORNEIGHT 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT v Add GU Hdrdwd d IS 03/24/16 RESISTANCE. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. nxosNAunorei xvapnwEB ix wxoEE ow Rnxr wmwurwRir7Ex cpNSE44ra aul4plxc oRORs,we 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING;INCLUDING INTERNAL GRID,BLINDS BETWEEN ALTER-GNs,poomaxs,N�cxlwx7wc.on OiHEA -- GLASS, OONMCxippE Npl R[RMIrIEe NiO GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. vnunnrE oua cERnFicanox. 7. NOTE: AFCO H-497 SILL REMAINING STILLS NOT RATED FOR SWA ER INWATER F ILTRATION.NF AUTHORAT ITY HAVING JURISDICTION REQUIRES R TEST PRESSURE WTP) OF STHAT t LPRODUCT MEETS THIS REQUIREMENT,.PRODUCT-SHALL BE USED WHEN.INSTALLED AT LOCATION PROECTED BYOVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHTISt1.0O DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. up 41 TABLE OF CONTENTS 'SHEET REVISION SHEET DESCRIPTION - - l e` 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOES - Yt^ 2 B TYPICAL ANCHOR LAYOUTS AND NOTES Dtgitaliysigned by Hennes F.Norem,RE Reason:1 em approving this document 3 B OPTIONAL 2X BUCK ANCHORING DETAILS - Date:2016.06.26 19:14:23-04100' 4 B - - `� VERTICAL ASSEMBLIES - - NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE DATE: 02.05.14 5 B ` HORIZONTALASSEM6dES CONFIGURATION ." INSWING OUTSWING. ,IMPAR DWG, Y: CHK. Y:- " WIDTH HEIGHT. - RATING GL/TJM ,:SSI.MSS, ,. 6 B - GLAZING DETAILS, - POS. NEG. POS. NEG: SCALE: NTS 7 B WOOD SUBSTRATES X 3'-0" 61-8" 65A8 65° GSAs 65a LMI&SMI A0108.72A- . ..8 ,B � CONCRETE SUBSTRATES � � - - XRADIUS- 3'-0" 6'-B" 6565' 65° .65A° - 65° LMI&SMI - DWG_#: SHEET: OF10 .9 -B COMPONENTS&'BILL OF MATERIALS 8 3'-0" B'-0° .SOA 50 SOA50 LMI&SMI 10 B -COMPONENTS A:SEE GENERAL NOTE 7,SHEET I,FOR WATER INFILTRATION APPROVED.SILLS. B:DESIGN PRESSURE LIMITED TO*50.PSF WITH USE OF GU HARDWARE,ITEM#27 INSTALLATION NOTES: PREPARED BY: 1; ONE(1)INSTALLATION ANCHOR 11 REQUIREO.AT EACH ANCHORLOCATION SHOWN. AN 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACKTO BE 114 INCH.SHINIWHERE SPACEOF 1/16 INCH OR GREATER OCCURS:SHIM(S)SHALL BE 3%E0 A BEACH BLW.,STE.See CONSTRUCTED OF HIGHOENSITY PLASTIC OR BETTER. DANa aFacN,n33aoe .. 37'1/2"MAX: vR:16sg3es4aia '3. MINIMUM EMBEDMENT AND EDGE DISTANCE.EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH FA-(s41MA73e STUCCO,FOAM,BRICK VENEERS AND SIDING. - - - wce:ww.xeue�E¢dmP,.wm. 3„TY _ _ 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3"TYP. w OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ~ '$ MANUFACTURER'S INSTALLATION INSTRUCTIONS. ,�,e O S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR p Z o h m JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Ft'> Q SHELL Of BLOCK. - cs=C F OC -min 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCES SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. - CD io= w 0 g 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Cf,, FOLLOWING PROPERTIES:. L9 M¢ O„ p a O 4 A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z LL x B x B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. N?Q z z C. GROUT -FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �'.NO ¢ O w w 'Z c OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 .. 0 Z¢ PSI. g z D.HOLLOW BLOCK'CMU-'UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH / U OF 2000 PSI. B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 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 dd AOA sill,MP Lock Radius Lt. 61. 6/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 1 P.ANCHOR LAYOUT AddGUHardvrare B 011/24/16 ANCHOR TABLE 61"DOORS 8'0"DOORS Px0 eHA0.xOT eE PFrPOWCFOiN WNOIE00.PARiA wnNDur wBmEx m—eU-NG Doors me ALT ssTM,AODOIOMEPIONWMDNG.OPOIMEA ANCHOR MIN.. MIN.EDGE NAnDxGsr__T10UeNMA ioxmmrouaD ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE till I III/ SP JAM SAT SPJAM SAT ♦V�3`j1S F ''77�i NOTE: ♦♦ 0E -i 2X WOOD BUCK - NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. ♦♦CVS,, F���� WOODSCREWN10 1-1/2" 3/4" 17-1/2" 17.1/4" - .r OR FRAMING W TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" * 7 R 'k 13/8"-CONC. . ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17,1/Z" 17.1/4 �0,� 1-1/4"-CMU � culGxes."WBEa7 \ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1° '10" 14-3/8" aui9YPPlnnalssza B2 2k9'X 21/2"PFH - SCREWS DETAIL D2 DATE; 0I1^lG.05.1�4 qq 2-tl9X2112"PFH TYP-HOPPE/GU . A PFH SCREWS MULTI-POINT: ATIoSH00T BOLT, DWG. Y: CHK. Y: PLATELOCN . . _ GLjTJ SS MSS"= (RH PLATE SHOWN) NTS ,HOP 82, - 02.. .. - SCALEi. A�1�g72A.. . TYP.HOPPE/GU 1-BOTTOM SHOOT - . MULTI-'POINT SHOOT BOLT BOLT PLATE - DWG:#: PLATE LOCATION R - - SHEET: - OF10 A SILLSECTION VIEW HEAD SECTION VIEW ` INSwWGSHOWNOUESNIINGSIMUAR' -.INSWING SHOWN OUISWING AMIUP - .:. .. . 'SEE DETAI[82 SFE DETAIL D3 - PREPARED BY: - BUILDING DROPS,INC. 398 E.OANIA,BEACH ELM,ST338 - M.BEACH,FL 33804 3 195 1399-8478" FA%.195 1744ATM 41/2"TYP. 41/2"TYP.. wca.,w.w.b"nmRBen,c=mm T 1/2"..OFFSET ` - .. y o Ia� �� 9 N 3 °� Y waaa 0 2CL UQ g� a w O11- a m W �a O¢ mY r4 w a,Q z a Z CC Z;:. ZU g Uo°' C) Q k- N ~ � F REMARKS BYJ DATE dI ADA sill,MP Lod,RaCIOs LL. GL. /13/14 �TYP.ANCHOR LAYOUT Ada GU Hardware LS 24/16 R7mnAL 7x w9a m coxrnB[yMusowRr P AMO UT NOT BE REFR OF-YmOIE OP vAgT NENOur WR17T[N[ONS[MOF BOIEIANOOROP;INC AR—STO AOORION3,w ABB NO ING,ORO7HE8 ARONGS lO iHIS 0001MEN7ARE rvOf RFRMHTEOANO E OUR CE 11/4"MIN.EMBED TYP. N````1\111IRIJJ2J2'' F. O �, N SEE TABLE 2X BUCK ANCHOR TABLE '��`�� .'• 0 w p u c• 7 O �.•D' 6'8"-DOORS 8'0"DOORS Z = MIN.EDGE MIN.CENTER ANCHOR ANCHOR TYPE SUBSTRATE MIN' DIST.TO TO CENTER g m SIZE EMBEDMENT N MAX.O.C. MAX.O.C.SUBSTRATE DISTANCE o - SPACING AT SPACING AT OT EL o j 2X WOOD BUCK' -2X WOOD BUCK INSTALL - JAMBS. JAMBS, w �i�'tc ERtnEpF��ta ANCHOR PER BUCK ANCHOR TABLE DW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4N 23" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU J-3/8"•CONC.. 1" 4" 25" 3x1/4" 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL 1-1/4,1-CMIJ 3 aBss3Emow 3 sBE wEw DATE: 02.05.14 NOTES: . . ' ss/mss GL,jTJV 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL - - • - . SCALENTS 2..: ANCHORS-MAYBE.STAGGERED AS SHOWNIN DEfA1L4/3: - QWG•'#:.A010g,72A SHEET:. OF10 3 . - .. PREPARED-BY:. m., BUILDING DROPS,INC. 399 E.OAMA BEAW SM.,STE.339 // ➢H 1954)399-9419. fAX 195417MA738 _ .. t\• �\.. ';' _ WEB.www.budNB9dmysmm 11 •\. il: w INTERIOR EXTERIOR EXTERIOR /.- .INTERIOR 4 �T INTERIOR. EXTERIOR Q °"'6 D S / O W Vf aJ�$� CL w aeN cc J g= C LU mY N 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL �a Q " J 4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING4 OUTSWING ENDURAZAIIA56SF AFCO J-2297 4 > Q : 11 � b- I REMARKS BYJ DATE EXTERIOR INTERIOR dd ADA sill,MP Lock,Radios Lt. GE /73/14 INTERIOR EXTERIOR 7 INTERIOR EXTERIOR Add GHardware V Hardre l5 /14/16 to Ax0 Sx4tl xo r eE vEva0MVR0 iN t•/x W!Oa>Arzr mYxoNrvminrx COxsr Of BUILO�HO O9OPf,INC uTananTOTHIS Aonnioxs:Hlew.wMiNc,M17EDA MANMxG1 TO OONM ENi PAE NOT DE9MIRE0 ANU 5 OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL xHAEI°" "�.,FIUr N 4 • INSWING/OUTSWING 4 INSWING 4 OUTSWING ENDURA HC15000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 7 11 iii fid`•mxrzu�igarpv1�' f9a/ np2s 9 INTERIOR EXTERIOR EaeEcreT.6lq{!jlrt� lls�sTa $ .INTERIOR Li EXTERIOR DATE:" 02.05.14 • ,. , DWG. Y: CHK. Y: GLA)m I SS MSS SCALE: NTS . OPERABLE SILL g OPERABLE SILL DWG•,#: A010872A" 4 OUTSWING 4 OUTSWING SHEET: OF10 OPTIONAL AFCO A-117 OPTIONAL EN DURAZOOL4565F 4 ' - - PflEPAREDBY: - HINGE SCHEDULE HINGE DETAIL ATIAMB•. DOOR HEIGHT QUANTITYPLACE#9 X'2-1/2"PFHSCREW NEXTTO WEATHERSTRIP - BUILDING DROPS,INC. 6'-8" 3999 E.DANA BEACH BLVD.,STE.339 DANIABEAa,EL33080 4 `'\ PH:195dJ399A428' - - _ - FAKI9511740.4238 . WEa�.b"BEI"9dmgaom 3-#8:X11/2 PFH ' - 1-REINFORCEMENT W i 1 SHOOTSTRIP _ 1819 1 \\� \ _ ,s -- _� V LLJ �'oc o m xq INTERIOR - INTERIOR \\\ / / - - cc —.1 5 x 1' LU - _ 1-#9 X 2-1/2"PHILLIPS I ,, pQ Ln LU FLATHEAD WOOD SCREW ' Zr3 Q O 3-#9X3/4"PHILLIPS Z O FLATHEAD WOOD SCREWS R` O EXTERIOR EXTERIOR �' fV O o 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS O O i USE 1"LENGTH FOR 8'-0"DOORS = c- R' 1 LOCK JAMB 3 HINGE JAMB 7 GU MULTI-POINT LOCK w ' 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP/8OTTOMREINF.PLATE-ACTIVE PANEL ONLY REMARKS BYJ DATE dd ADA sill,MP Lock,Radius L4 GL 6/23/14 - HOPPE. 13-#8 X 13/8"PFH(6'-8"UNITS) Add GU Mardw9re Is 114/36 HOPPE 15-#8 X 13/8"PFH(8'-0"UNITS) 9.#9 X 13/4",PFH 3-#8% FP2 H COMES W/HARDWARE 8-#9 X 2 1/2"PFH W/HARDWARE W/STRIKE HARDWARE GU q W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE 12-#8%11/2"PFH(6'-8"UNITS) AND SHALL NOT OEREPq!UYOMWNOtEDN PANT WITNOOF WgD1CH CONS—F But—DROPS,- 4-MPL STRIKE PLATES GU 14-#8 X 11/2"PFH(8'4"UNITS) 4-#8 X 13/8"PFH MAgONOS io"iniS DDO,MENi`Agu..NOT FRMfDEDANO 2-#9X5/8"PFH 21 1-REINFORCEMENT PLATE_� R ceenF�unDN. W STRIKE HARDWARE 20 / HOPPE#2512296 ` EXTERIOR EXTERIOR c ��S F _* T T •>i INTERIOR c INTERIOR Edfmic /•-_����� FBPE[E0.f.E 12YbW 195]9 ►Y9'f4F1n . .. 11 11 , 4 MULTI-POINT LOCK JAMB MULTI-POINT LOCK,JAMB r6-�HOPPE MULTI-POINT LOCKDATE: 02:05,14 5 , OUTSWINGSHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.. Y: CHK. Y: ROCKWELL HARDWARE HOPPE/GUHARDWARE' GLjTJM SS MSS SCALE: NTS DW6.4:AO108.72A ' SHEET: OF10 PREPARED BY. BUILDING DROPS,INC. 3%E.DANIA BEADS BLVD.,STE 338 OMRROEACH,EL33W ' pN:195a)3948CJ8. - - .. _. FA%:195BIT43A23B ' WEB:wwrv.bu1lNngdmos.mm - J ^N p p W -o.J � 1°MAX. 1"MAX. 1'MAX. C O LLJ a 1/2"AIRSPACE .. 1/2"AIRSPACE 1/2"AIRSPACE, 1"MAX. 1/2°AIRSPACE X`a Q g¢3 INTERIOR EXTERIOR INTERIOR EXTERIOR - INTERIOR EXTERIOR t; Y _ INTERIOR - EXTERIOR H Q CO 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS ;1/8"ANNEALED GLASS N =m 0.090"SOLUTIA PVB INTERLAYER z= 0.090"SOLUTIA.PVB INTERLAYER z 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER a 0 TEMPERED GLASS f 1/8"TEMPERED GLASS f m 1/8"TEMPERED GLASS ?m BY DUPONT OQ --DOW 1199 SILICONE.. - h. �. 1/8"TEM PERED GLASS SQS {^yam - DOW 995 SILICONE`< m g DOW 995 SILICONE z 7 A DOW 995 SILICONE DOW 995.SILICONE �ro 22 22 23 24 REDI•SEAL REDI•SEAL DOW 995 SILICONE DOW 1199 SILICONE REMARKS BYJ DATE 1 V-8" GLAZING DETAIL 28'-011 GLAZING DETAIL 3 FLUSH GI=AZE DETAIL GLAZING DETAIL dd ADA Sill.MP Lock,Radius LT:GL /23/14 6 2D 1/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6' FOR OVAL,SUNBURST,AND ROUND TOPS Add GU Hardware Ls /24/16 621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY AHO SHAI1 NOTBE KHROOOCEO1N wHOEE OR PAq) WIDIOW WR'-CONSSMOf BURDINGdROPS,iNG W MT10NS AOOIRON%HIGHSGWING.OR OTHER MARUHGs TO 1.1100a,MEnraRE1.PER.um10 an0 VALIOAif 0R PTf1UTON ,,,lYtillll/ITTZ'' �o0 n� �t�: Twel P. E MN0.IaV \\ iaPE CER.(A9P"1`It^E0.�95)8 ^l q a1 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS - - DATE: 02.05.14 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADDWG.DY: CHK:,Y: - RADIUS ARE APPROVED IN AL!GLAZING DETAILS SHOWN �T ABOVE., . GL JM SS MSS, SCALE: NTS` , DWG.is: A0108.72A SHEET: OF10 F PREPARED BY, 2X WOOD BUCK BUILDING DROPS,INC. 393 E.DMA 8—ELM,STE.339 MIN. = - DAW 6EACH,FL 31404 EDGE DIST. 2 WOOD ANCHOR - PH:19sa1399d41e SEETABIESHEET2 wFa-_ SEETABLE:ON SHEET 2 - - 'wca.wwa..9vnm"ed SILICONE _ J - 2X WOOD BUCK �/ 'm05 '$ �m Ln T Lu g a X. o v=i - $ M. - ZX WOOD BUCK O WOOD ANCHOR F- `"y SEE.TABLE ON SHEET 2- .MIN,EMBED. �� co SEE TABLE SHEET 2 \d HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL Z o4 OUTSWINGSHOWN-INSWING SIMILAR.. 7 OUTSWINGSHOWN-INSWING SIMRAR 7 INSWING-NO:ANCHOR REQUIRED O ° ENDURA.ZAIL4565F. 3: o,.. SILICONE - R SILICONE SILICONE H- REMARKS BY:DATE 2X WOOD BUCK 2X WOOD BUCK dd ADA sill,MP Lock,Radius Lt GL /23/14 Add GU Held— is /24/16 2X WOOD BUCK PR 0.PS nNO3NALLN0iaE REPRO➢VU➢N Y/HOLE OR v„� \NMOU)\NRIrt411CDN9CMOF EUitmxD DRpPi,ING 4 OPERABLE SILL OPERABLE SILL OPERABLE SILL ur xAnox.A4DmoxxwcwwH4irvD.oRO HER rnARurvesrorxisoowmcxrnxExm PEnmmeD Axo irvvn i prE Duet n*iFwmox 7 OUTSWING AFOOANCHOR REQUIRED 7 INSWING97 -NO O ANCHOR RE UIREO 7 OUTSWING-ANOOANCHOR REQUIRED eSIF. �0 ,7. a T T a ' 0 �•Ewra.Frw3wv',G� Al— ,\ . SILICONE � -� SILICONE- SILICONE - feY. �a��� //ppnnyy 00q : � ... MECEAT.d/ M�95)a . 2X WOOD BUCK 2K WOOD BUCK 2X WOOD BUCK - DATE: 02:05.14 $ OPERABLE SILL 9 OPERABLE, .OPERABLE ADA SILL % m ss mss OUTSWING-NOANCHOR REQUIRED - '_7 OUT SWING--NOANCHOR REQUIRED �-7 INSWING/OUTSWING-NO ANCHOR REQUIRED ,SCALE: NTS AFCO A-117 ENDURA'ZOBL4565F`.' - - .ENDURA HCI5000 - DWG.'#:A010872A '. . . SHEET: OF10 OPTIONALLY,ANCHOR CAN BEPLACED IN NARROW - - SECTION OF HEAD OR JAMB AS CONGAS MINIMUM EMBEDMENT AND.EDGE.DISTANCEAREACHIEVED._ PREPARED BY: MIN. N 1X WOOD BUCK - BUILDING DROPS,INC. EDGE DIST. G-, (OPTIONAL) SILICONE 398 E.M—BEACN SLYD.,STE 338 SEE TABLE SHEET Ns ''..<�< onr4wBEAg;tt33m4 M(957)3999478 FA1L(9541740.4738 CONCRETE ANCHORwcew.w.emkmgdm4S.mm .SEE TABLE ON SHEET 2 ui CONCRETE/ MASONRY ' i¢ BY OTHERS % CONCRETE/ o m n BYOTHERS w o gy "/ o a 1X WOOD BUCK '? 0- p� Q g= (OPTIONAL). _ - 'i, o- ¢ta .x c�!E SHIM zE DD m Y CONCRETE ANCHOR n, H Q N SEE TABLE ON SH EET 2 CONCRETE/MASONRY BY OTHERS 4 MIN.EMBED. S� H SEE TABLE SHEET 2 - d 1 HEAD (TYPICAL) 2p JAMB (TYPICAL) 3 OPERABLE SILL L) 8 OUTSWINGSHOWN-INSWING SIMILAR • 'O OUTSWINGSHOWN-INSWINGSIMILAR $ INSWING'-NO ANCHOR REQUIRED ><- ENDURAZAIL4565F uU a SILICONEF"7 F- SILICONE SILICONE REMARKS BYJ DATE C . dd ADA sill,MP Lock,RadiUS Lt. GL. /23/14 p - d dp d - dp d d Add GU Hardware LS 24/16 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY - MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS Ano sx4unar eE NerNouucEn`n+sn�Uieo vm wi7nourwwT7v,coNSLrrtUE eonnmc oxovs,ixc AUEa4mm�.400moxs,nia aANnnes Afi N—'U.ox mncx ro rxis 4ocUmwr ANExor veNmmEo nxU 4OPERABLE SILL OPERABLE SILL OPERABLE SILL nvAirvrEouNceNnarnn x 8 OUTSWING-NO ANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED ,GS F-NO AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 `\\����,.. r . .0 SILICONE SILICONE.. - SILICONE /i �EFJ:fJgj4rygt40''� '.G Q: CONCRETE/ - CONCRETE/ - CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS - - BY OTHERS DATE: 02.05.14 OPERABLE SILL. OPERABLE SILL OPERABLE SILL DWG. Y: CHK.. Y: _ 'OUTSWING-'NOANCHOR.REQUIRED p -OUTSWING-NOANCHORREQUIREID G�jTJM SS MSS .O- � "� '$� UTSWING/INSWING-NO ANCHOR REQUIRED - AFCO A-117 ENDURA Z08EA505F - ENDURA_HC15000 ADA ,SCALE::: NTS. DWG.IP A010872A tp OPTIONALLY,'ANCHOR'CAN BEPlACE41N NARROW :' . .. - -: � �, � `� SHEET: - OF10 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM - ^ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED- ,4 BILL OF MATERIALS - PREPARED BY:w ITEM# DESCRIPTION MATERIAL /f\ FINGER-JOINTED.PINE FRAME HEAD JAMBS O BUILDING DROPS,INC. SOLID PINE 1 / 4 ENDURA 7AIL4565F 398DANGIBSTE.338 1 FRAME HEAD/JAMBSLAMINATED VENEER VARIES,SEE BOM AT LEFT THRESHOLD DAMAMAOi,Ft RM i LUMBER L - pAx:lLss4)7a.ma • / %///// %�� m WEa.wvw.builmngdmysmm COMPOSITE - /. m 2 - (NOT USED) Y 3 (NOT USED) �----4.563"--{ 4.56 --( y >LU $ m 4 ENDURA ZAIL4565F THRESHOLD mom$ O 5 AFC07-2297 THRESHOLD - j acr .LL°...°� 6 AFCO A-276/P-2000 THRESHOLD - $C) LL 5 a 7 AFCO H-497 THRESHOLD - ¢ m 5.a s AFco A-119 THRESHOLDO .AFCO J-2297 O AFCO A-276/P-2000 ¢ co >< 9 ENDURA ZOUL4565F THRESHOLD _ THRESHOLD THRESHOLD . z 10 ENDURA HC15000 ADATHRESHOLD 11WEATHERSTRIP URETHANE FOAM& °�, POLYETHYLENE Lt1 „ 12 NON-COMPRESSION SHIM.(0.25"MAX.'THK.) COMPOSITE I ( 42Z Z .5' ---�'���111 Q R 13 (NOT USED) - - CL 14 (NOT USED) - "' :E 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ~ O 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL .. REMARKS BYJ DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL dd ADA sill,MP Lod,Radius LL GL /23114 1s - - KW(KSETLOCKSERMS400 STEEL O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD gddeuHamware. Is 8124/1e 19 KWIKSET DEADBOLT SERIES 780 STEEL ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT ANDspau7EorpEpEPpouuoED,NsvNoiE oppvndr 20 STEEL w ouTmp coNsENr F8uTmNG m.luc ROCKWELL M ULTI•POINT TONGUE LATCH#73228780 UNIT AETEpnnoNs.aDDmoas,NwNEwenND,op DEeEp 8-0 4.58" M1RYJNGS'TO TIIIS DOa1MENi ABENOf p[pMIMD ANO 21 HOPPE MULL-POINT HARDWARE HL59000 STEEL � 4.62" I o vnu NEE DLp<IpDFUJ N 22 ODL LITE KIT(LMI) 6063-TG ALUMINUM SLF LJ,077I2' 23 FLUSH GLAZING LEG FIBERGLASS 24 ODL LIPLITE KIT(RADIUS LITES) PC ABS t• ••• ;�Q L 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 .STEEL 7 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE.RH#8783923 STEEL - - 7 '0•. T T 27 GusecuaYSBo(SMULTIPOINr STEEL O ENDURAZOBL4565F O EN DU RAHC15000ADA ' QT 9 THRESHOLD 10 THRESHOLD ���F`" ` qry CSN �IL�U IA a .F2Y1004 [] .. FSPEEflk.nEyOf.Fl19Pf9S78 O 5.00" �4.56'�I. o DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJ SS` MSS' SCAUEf NTS DWG:a:A010872A SHEET: OF10 9 PREPARED BY: BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STL338 DANIA BEAM,EE 33000 20 ROCKWELL.MULT-POINT LOCK' 21 HOPPE MULT-POINTILOCK 27 GU SECURY S-BOLT MULTI POINT F"I9S4'3"0<,B FA%:(9501140A338 W1 SILL SHOOT BOLT PLATE#2048911zj wcB:wwwb tahBaN p m n ® � > W m N Z' C t1 sZ= J Y O m Oq � d� 2 ��... U) a Q o®o' OO-� O ® ( p z O c °.O HANDLE HEIGHT f; p OII a apo .. O m 0 p o (�A : I v y^ 0 u ry r - ] O Ro ^v; �� I' REMARKS BY DATE HANDLE 9 @ HANDLE ddADA sill,MP Lock,Radius LL GL 6/23/14 HEIGHT ee�r HEIGHT U� Add GU Hardware 11 0/24/16 a o00 0 0 0 0 °o U BonTMU SNFLL NOTBE NFN1000CF IN SVNOLFOP VPgT W OUTN�N�TiENC0N-0 8U VNGOMM,NYC AND'f1G9 T51"XIS�OOCUOMCNTGARENOTVE—EaAND Q oO.... INVPUMTra__ _ORCAT�ON. ad n 0.63" LT TT ._C Q. �tries WE Met `\\ ®®� - I wEt0.T.b iEITIN,1a.299576 DATE: 02.05.14 ..DWG. Y:� -� CHK: Y: ' GL JSS MSS M SCALE:. .:NTS DWG.'a:A010H72A . SHEET: OF10' 10 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( Contact Us BCIS Site Map ( Links Search Product Approval .USER:Public User S Product Approval Menu>Product or Application Search>Application List>Application Detail g =� FL# FL20468-R3 Application Type ' n Code Version 2017 - Application Status Approved Comments Archived Product Manufacturer Thermo-Tru Corporation Address/Phone/Email 1 n ustnanve Edgerton, OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CExterior Doors Subcategory ging 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 Lyndon F Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Lam= Validation Checklist-Hardcopy Received Certificate of Independence FL20468 R3 COI (c)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2006 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL20468 R3 Equiv EQUIVALENCY OF STANDARDS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/09/2018 Date Validated 10/11/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Summary of Products FL# Model,Number or Name Description 20468.1 a.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.1 for Design Pressure Ratings, any FL20468 R3 AE (c) Eval 20468.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 20468.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s) (Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.2 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.3 c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes _ Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.3 for Design Pressure Ratings,any FL20468 R3 AE (d) Eva] 20468.3.pd additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.4 d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact" Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.4 for Design Pressure Ratings,any FL20468 R3 AE (c) Eval 20468.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 20468.5 e.Therma-Tru Fiber-Classic and Nominal S'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.5 for Design Pressure Ratings, any FL20468 R3 AE (d) Eval 20468.5.p�df additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.6 f.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.6 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.7 g.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e).Inst 20468.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 20468.7 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20458.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.8 h.Therma-Tru Fiber-Classic and Nominal 6'8"Impact" Glazed Composite Edge Fiberglass Single Smooth-Star Door with Sidelite(s) (Inswing/Outswing; XO,OX or OXO configurations) Limits of Use W Installation Instructions Approved for use in HZ: No FL20468 R3 II (e) Inst 20468.8.pdf Approved foro �§i a HVHZ;Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resis int:Yes Created by Independent Third Party:Yes Design Press : N Evaluation Reports Other: See INST 20468.8 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.9 L Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e) Inst 20468.9.pddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20468.9 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"]" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.10 j.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 �111111111///� THERMAITRU® 75.2Y MAX O.A.FRAME . '��i' WIDTH 37.75'MAX I. 37.5'MAX. �l�r c• t m FRAME WIDTH FRAME WIDTH N DOORS to)A _ Y., Fiber-Classic. & Smooth-Star. Z Z e�' 111► iamd m U N•:Z COMPOSITE EDGE \\V E. 'C W v � ® .- a NM Ota Q GLAZED FIBERGLASS SINGLE DOOR _ ^= X 0 o m a a.2 w/ SIDELITE(S) m¢ m a W INSWING/OUTSWING LL ,tmpAcr, GENERAL NOTESZ K OJ R 1. This product has been evaluated and is in compliance with the 6th Edition(2017) =,$ 2d6 Florida Building Code(FBC)structural requirements excluding the"High Velocityy F W n Hurricane Zane"(HVHZ). 112.75"MAX OA FRAME WIDTH .�i� •3 2. Product anchors shall be as listed and spaced as shown an details.Anchor 37.5'MAX. --- I1t..__ 37.75'MAX o embedment to base material shall be beyond wall dressing or stucco. FRAME WIDTH I FRAME WIDTH c¢i 3 3. When used in areas requiring wind bome debris protection this product compries with 7� O a 8 FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. I I as E This product meets missile level"Wand includes Wind Zone 4 as defined in ASTM 8 El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. O //� �/� //� m E 4. For 2x stud framing construction,anchoring of these units shall be the same as that z <3 f N shown for 2x buck masonry construction. gZ O p Z z LL 0 X - C) k 5. Site conditions that deviate from the details of this drawing require further ,< = O �/ 9 Q a $ 3 engineering analysis by a licensed engineer or registered architect. N M _ /� a Z e Z W 6. Fiber-Classic&Smooth-Star Door&Sidelite panels require the use of"J"part numbers m m a zd m iz and must be stained or painted within six months of installation. e TABLE OF CONTENTS SHEER# DESCRIPTION i is 1 Typical Elevations,Design Pressures&General Notes 2 2 Dow Panel Details i 3 Se delite Panel Details o=r^ 4 Elevations o_,'m m 5 Horizontal&Vertical Cross Sections 2X Buck ^^ z 6 Horizonte&verticalCross sections(1 X Buck DESIGN PRESSURE(PSF7 DESIGN PRESSURE(PSP) r w^z oa 7 Horizontal&Vertical Cross Sections 10irect to Mason INS WING OUTSINING e CONFIGURATION arE 0102116 z 9 BuckVertical Cross ring ns(thresholds) POSITIVE NEGATIVE POSITIVE NEGATIVE sauc: N.T.S. ffi 9 Buck Anchoring g 'a JK M I I Frame Anchoring XO/OX,OXO +47.0 -50.0 +50.0 -50.0 M.BYr � 11 Hardware Details aac.BY: LFS 3 12 Glazing Details € 13 Components See Sheet 4 for Hardware Specifications FL 20468.8 0 $ 14 Bill Of Materials a sHtEr 1 of 14 o — — R:\Olents\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composlte\C-Drawings\FL 20468(2017)-NRRENT\FL-20468.7-9.dwg,2.2 79.25'MAX.DOOR PANEL HEIGHT --�j N� O () 3P O 0 v O $ >0 1.71" in 00 X N w Z 2 ZAn An x 0 Orn O00 ry+ ZE n O ® Ov m O m 09 as 79.25'MAX.DOOR PANEL HEIGHT H O gn ° IM O 00 O s. -1 F-- Z 5.5" Q Z 79.OF MAX.DOOR PANEL HEIGHT cNi w y N N OZ 7< 0� O� Z pO _ O —.moi 00 X60 O y y O m - Z o NaP3 Z GI L7 0 �\ m m �0 mv� m T r• O O m 0 -� 00 O g O 0 0 I o jv - � n3 r�r Nw � 0187' p s, tN 77� L^ n a �+ m o:a 0 00 :E O r� Oz Z m Z z � m Z T� n O , SCHIII!!yip z I� 0.89 G�,,.2- No.*09 = 10/09/18i. PRODUCT: Documents Proparod W. STATE OF o THERMA—TRU Lyndon F. Schmidt ♦iO� '•.!2ORLOR ' m FIBERGLASS DOOR P.E. ND. 43409 IN NO o z o 3 10 08 18 REV. DOOR PANEL OPTION NOTE Mi /// YOIN`JA�, r rn r -t N 2 71 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: BUILDING CONSULTANTS,1��1�jjj11`` OD X 0 7 7 17 77 UPDATE TO 6th ED 2017 FBC JK P.O. Box 230, Valrico, FL 33595 m rn NO DATE BY DOOR PANEL DETAILS Rlwphone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2016 R.W.BUILD-DDNerr LTANTB INC. R:\Olerlts\Thema Tru PERMANENT\A-Florida Pmdud APPIovals\FL-20468 WBDR Ti FC SS Impact-Composite\C-Dmwings\FL 20468(2017)-CURRENTXFL-20468.7.9.dwg,3.2 79.25'MAX.PANEL HEIGHT Fn 4 °o v o - 0 OP F$ rll v 25 •! I A yO A y T Q Z T o "67- O P S om vOrO m �O W N4 m z- 33 ppp ?Z0 00� C v� Z "'m -77rZZ Z Int O.B7' A A0.81" O A F:ScHtilip �.. No.43408 10/09/18 A 4 PRODUCT: Document.Prepared By: UMTEOF �o � � � THERMA—TRU Lyndon F. Schmidt I OD ASS DOOR FIBERGLASS P.E. No. 43409 ., p o Z o 3 10 08 18 REV. DOOR PANEL OPTION NOTE Mf /1 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: R�BUILDING CONSULTANIS,FI�I�iTt,\ IPC In 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK P,O. Box 2., Volrlco, FL 33595 4' w NO DATE BY SIDELITE PANEL DETAILS Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 _ 0 2olfi R.W.BUILDING CONSULTANTS INC. \\�pn u r grit 3 3 3 4 4 4 3 3 3 4 4 4 =r: •$�•.j� n 5 6 7 5 6 7 5 6 7 5 6 7 4 4 4 4 sto' 5 zgO=�W m Z O m 0 U N•:Z x Em Z9 0S 3 2 5 v 2ng 7dca 1 v 5 5 5 5 9 LL `a v X m 6 O O X 6 0 (� E o= 1 5 6 5 6 � � 6 0 C € 1 7 7 C3 7 O in Lu w Uj w i m � 1 2 3 4 5 6 8 1 2 3 4 5 6 0 B 8 8 8 8 8 8 8 B 8 8 a a 3 SEE HARDWARE CHART ,m SEE HARDWARE CHART ELEVATION E ELEVATION OXO o 0 XO z Z Gam $ azo z JW O IF S a � oE� i y g d r HARDWARE TABLE ...... . .. ._...... ......... .. .:.....: _i mn^W MANUFACTURER MODP6 0 / SCHLAGE KNOB: F51 o Z DEADBOLT: B60 KNOB: SIGNATURE SERIES DATE 08/02/16 Z. D KWIKSET sem DEADBOLT: SIGNATURE SERIES(980) N.T.S. F16er-Ciasslc/Smooth-Star Door Panel Options DM.er JK m Products approved Include all embossed and recessed panel doors. HOPPE I MULTIPOINT:MPDGART crus.BY. LFS 3 Similar glazed panel configurations are allowed. (THERMA-TRU) (3 pt.Manual Tongue) DPAWNG NO-- Panels o:Panels shown are for illustration and are representative only. FL-20468.8 m n a ` sHEEr 4 OF 14 D �55511111!///� 1.1S'MIN. Notes: ����,�•:••. �/�;��' EMB P 1.Sidelle assembly screws located 8'from each end and 5 more screws Q; E � ) equally spaced between V screws total per side jamb). L�% rn B E 2.Sidelite assembly screws located 3"from each end 8 at centerline =_: a J— n C g 53 P (3 screws along headjamb). N.t d * Q' O Y V10.X. � o 0.15'C-SINK 0.15"C-SINK r{ir C ` e. D ''''�""n1Ii1t55�C;`O�� N> m < o (T P) I E �. m z n aD o 1 II o �� °NZ •• SEE NOTE 1 ° ° $ N 0 `Z .c \` 2 Em i m° a v _ g L c D 25 v` _ ° egg 5d `od a 6 ao ° a mrLa29 ¢ INTERIOR B _ c o Za E oZ a l Gm IKE d 23 gaRIOR rn J 50 D LL 1-1/4"MIN. L 29 1 EMB.RyP.) 40 41 42 1tnln EXTERIOR INTERIOR �2 EMB. m o� IN ) o �I o =00 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION $ shown w/2X Buck $ shown w/2X Buck 3 VERTICAL CROSS SECTION & Outswing shown(inswing similar) Outswing shown(Inswing similar) 5 Shown w/2X Buck a a Outswing shown(Inswing similar) m FD E 0.15'C-SINK 1 0.15'C-SINK 1IF N o=Pu o 3 SEE NOTE 1 25 SEE NOTE 1 v` o d m 7 2$ a V Ln 6 g L za: o 12 o Q � n. �r55d Ziwa a C 7Ld u�. KKK 2 t Q 25 SEE NOTE 2 = Q Y N'Z [�1 `LC L 50 50 z DACE:08102116 = 50 23 24 40 41 42 27 25 60 sruE: N.T.S. z 29 40 41 42 EXTERIOR INTERIOR o owc rn: JK m' F. CNK.BY: LFS 3 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 4 VERTICAL CROSS SECTION °""WM No.: $ Shown w/2X Buck FL-20468.8 n $ outswmg shown(Inswing similar $ Outswing shown Inswing simlar Outswing shown(Inswing Similar) sHFEr 5 o 14 a i \\►su a ury� Notes: 1.Sidelite assembly screws located 6"from �; m each end and 5 more screws equally spaced between(7 screws total per side Jamb). =(5- 2.Sidelite assembly screws located 3•from eachqz end&at centerline(3 screws along head jomb). E e e o ���'�.,• •; `���' m, 2 O _ w U N m Z A C ZO o e Em z °Zo A -� a 9oOa E ^w 9 LL C E 40 41 42 0 Z v" 7 1 Y 3 J 1 a EXTERIOR INTERIOR m J ct 6 50 v Cn �o 3 VERTICAL CROSS SECTION z5 M G © INTERIOR o 6 Shown w/1Xsub-buck v oy s Outswing shown(Inswing similar) m N m U M Ky u U � • ov J a � E • m u a• B EXTERIOR 25 •v E ) m 0 E 23 24 SEE NOTE 1 0 �� • • a z o n k 1-1/4"MIN. 29 40 41 42 1 A o 0- N o EMB.(TYP.) o Z o 0 1-1/4"MIN. — d'd W EMB.(TYP.) A 4 $ D $ age ai 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m M a o 6 Shown w/lXsub- uc 6 Shownw/ sub-buck-1X2$ o y 'e Outswing shown(Inswing similar) Outsw ng shown(Inswing similar) SEE NOTE 2 U D:K7 2 tl !O D J W Z EXTERIOR INTERIOR ^ t ^^ _ 7 N^Z U DAIS 04,102116 i 4 VERTICAL CROSS SEC17ON srn r N.T.S. ° e 6 Shown w/1X sub-buck DWM EW JK io F Outswing shown(Inswing similar) cHK.er: LFS 3 DHAN7ND NO- � FL-20468.8 0 n N SHEET 6 OF 14 O R:\Olents\Therma Tru PERMANENT\A-Florida Product AppmvaLffL-20468 WBDR TT FC SS Impact-CompoSite\C-DM.hgs\FL 20468(2017)-CURRENT\FL-20468.7-9.dw9,7.2 N �Z rn O gag -� 0 a 600 m t'a g3 �� (D m s� O N a a a GES a T ul n a 0 o V W A N V.. 4" 1.5' 3 a 3 MAX. ° m n a 00 0 Z v°. a m coo CL o C, r 1-1/4"MIN. mop MIN. 9.3 v_ atp O EMB.(TYP.) og� On 7Yy P 0 U � <_a o €a'- ��� m CoA a —f o �Z v Q O Z y Z A ,A N 0 N O?C V a O C2 m o 0 Z -� D �a n A A ?. 1-114'MIN. U3n EMB.(TYP.) \O h y -*g O 70 N0 C) (� A Z N r�l O ,... Q Z 4. n "a Z MIN. o z o MAX. T1N0.43409 10/09/18- PRODUCT: Document.Prepared By: �� pP THERMA—TRU P.E. No F. Schmidt idt i •'''.;�ORl9�:•' Iv p o Z pWDATE REV. DOOR PANEL OPTION NOTE FIBERGLASS DOOR �/ 70—A-L"�♦♦RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD BUILDING CONSULTANTSUPDATE TO 6th ED 2017 FBC JK P.O. cx 230, Volrico, FL 33595 67SECTIONS HORIZONTAL TO MASONRY) Phone No.: 813.859.9197 REVISIONS FT3PE CA No. 8813 ®2016 R.W.BUILDING CONBUL—NTS INC. i Notes: I.Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2'pfh screws at each end. Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2'pfh screws at each end. o, a SRI Item#151s attached to jambs utilizing(2)#10 X T pph screws at each end. 2.Sidelte assembly screws located 3'from each end&at centedine(3 screws along aTQ. =Mi O'�a INTERIOR EXTERIOR INTERIOR EXTERIOR ''grrr•. res ���`` N>,i oro z EXTERIOR INTERIOR o 9 ; x Z 40 41 42 Src z0 N 9 ov 40 41 42 a 9 m 8 40 41 427 16 17 18 a W� 'm a0:`a p m LL 38 39 32 33 34 35. 36 37 1. o z S SEE NOTE 1 SEE NOTE I $ c w SEE NOTE 1 E E E o f IL �\ Ucr rn �CN 2 e z a D — D D z� �m o m 1 VERTICAL CROSS SECTION Q r21 VERTICAL CROSS SECTION 33 VERTICAL CROSS SECTION =w & g j g Inswing Sill ^W $ Inswing Sill 8 Outswing Sill Ml I E !g a INTERIOR EXTERIOR z m N zon SEE 25 50 EXTERIOR INTERIOR a o I: EXTERIOR INTERIOR N a SEE 16 17 18 d ur a g 3 40 41 42 77 75 32 33 34 35 36 37 38 39 25 50 z t 10 Sao 15 76 E o e E E Awa ti SEE NOTE 2 .. p e ° ➢ MN^Z D Gs2 e e DATE:08 02 16 o z n zI: I D a s N.T.S. z a D Dwc.er: JK m CHK.ay. LFS 3 4 VERTICAL CROSS SECTION m r51 VERTICAL CROSS SECTION VERTICAL CROSS SEMN DRAWING HD, If $ Public Access Sill $ Inswing SMFL-20468.8 Sill FL-20468.8 0 OsmEEr 8 of 14 c' RACIlents\Therma Tle PB2NANENT\A-Ronda Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\[-Drawings\FL 20468(2017).LURRENT\FL-20460.7-9.dwg,9.2 0 S'c c e. ------ � � y 19"MAX. 4"(TYP.) O.C.(TYP.) AtAt v T:v C n n P —————————————————m————— I I •� y 0 v o: { 4"(TYP.) 19•MAX. h� 4"(TYP.)—� ttt11 ntli O.C.(TYP.) a ����tt SCHM", No,41 409 s 10/�na PRODUCT: Documents prepared ey: app P3 I THERMA—TRU Lyndon F. Sehmidt ����'�'• �tOatt)R:'d` FIBERGLASS DOOR P.E. No. 43409 ♦ •••' ItD p Z O 3 f0 08 18 REV. DOOR PANEL OPTION NOTE MT �7//SYOIW4I. 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD BUILDING CONSULTANTS, Ir m x !A 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK r/�, - 4' 0 rn NO DATE BY BUCK ANCHORING WP.o. Box 230, VDlricD, FL 33595 Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 ® 2016 R.W.to u1LDIND Co...--.IND. R:\0ents\Therma Tm PERMANENT\A-Florida Product Approvals\FL-20468 WBDR IT FC SS Impact-Composite\C-.Drawings\Fl.20468(2017)-CURRENT\FL-20468.7-9.dwg,10.2 • O C)C9 ti yy<O <O •- vm Z �o O I 1 1 I 0 W X X � n C C V � I 1 O I 1 X � —I I I II I I A 14"MAX. O.C.(TYP.) m N Z ti D O A <O m rn a o 0� A-"I K Z 3 v r I r I 1=m I v o m fp D 3 � � � T r 1 1 1 1 O 0 a_ O.C.(TVP.) 6..(TYP.I— �i ci =opo x N N ? No.434D9 = 10/09/18' I ? $y PRODUCT: Doevmantn Pmpamd By- STATE OF r� THERMA—TRU Lyndon F. Schmidt �� m FIBERGLASS DOOR P.E. No. 43408 �� ••• �� to �' s'•........ ` O o Z 3 10 08 18 REV. DOOR PANEL OPTION NOTE MT �/1NA1. 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: CD� BUILDING CONSULTANTS,f1NC�tltit,,, lco to 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK I/I/ P.O. Box 230, Vatrlco, FL 33595 a' b rn NO DATE BY FRAME ANCHORING YYYVVV Phone No.: 813.659.9197 REVISIONS F'BPE C.A. No. 9813 0 201 B R.W.BUILDING CON6ULTANTB INC. R:\Olents\Therm Tru PERMANENTIA-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2017)-CURRENT\FL-20968.7-9.dwg,11.2 5 Co n N = fn N r— Z p0 tAbn a OO o SO r m o o ❑ o• M s Ito T n N �j I m V N v � 5� a N 22 �N >m= n (3 a o�m a A, 5.5' o_ 131 N A N •O 0 w �m gA 2 Z m - T m s 29.25'(TYP.) 11.25"FROM TOP 47 BOOK DOOR OF JAMB o X 29.75'(TYP.) 11.125"FROM TOP A Ul/HYBRID DOOR OFJAMB °z� <o w o�m pm �o� C7 0, �c �m c 25.37' 30.31"--{ 5 n O '' Z Z � cw cG tq b en �p oa o` �bm � o No.43409 g 10/09/18 t PRODUCT: Dxumenta Prepared W. �� STME ^� I THERMA—TRU Lyndon F. Schmidt ��••• xpplpl;r' I� $ Z o 3 f0 08 18 REV. DOOR PANEL OPTION NOTE FIBERGLASS DOOR P.E. No. 434-09 ���!r$�Cf11A1.1,N y ro 2 11/10/17 RECESSED PANEL NOTA110N JK PART OR ASSEMBLY: GD BUILDING CONSULTANTS, ` m x In 1 7 17 17 UPDATE 70 6th ED 2017 FBC JK P.O. Baz 230, Valrlco, FL 33595 m rn NO DATE gy HARDWARE DETAILS phone No.: 813.659.9197 DING DDN5ULTANTS INC. REVISIONS FBPE CA No. 9813 2076 R.W.BUIL R:\Olents\Therina Tru PERMANENT\A-Florida Product Approvals\FL-20968 WBDR TT FC SS Impact-Campostte\C-Drawings\FL 20468(2017)-CURRENT\FL-20968.7-9.dwg,12.2 y 0 X 0 o N U v z C ZxZ �:bo A v m 22a gg X3 0. Z p w CEJ � rW aE a � � mom "� w mlu mm � N D 1 N tl m m G) v m � G) z Z ^o rn ,;3L�TDf1 o N W A (7 Z ^ Z 63.25 D.L.O.HEIGHT Z 0 Rl m0 m O �r0 3 V (TYp.) I Z'MAX.O.C. x PP.) v x y D �..,..,..;.. T A z D n Z A C/' z o C A G) m m O D Z N � A M M O 0 O 0 N O m Z y RI ti GNo.43409 10/09/18 ^, PRODUCT: Occur ends prepared By. �' g OF THERMA_TRU Lyndon F. Schmidt ��'•......�O.... I P.E. No. 43409 FIBERGLASS DOOR i��8 IN No$ Z [NO. REV. DOOR PANEL OPTION NOTE Wr` y N11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: Gf�Cj�/BUILDING CONSULTANTSm (n _ 7 17 17 UPDATE TO 6th ED 2017) FBC JK GLAZING DETAILS r/1•f/!/ P•O• Box 230, Voldco, FL 33595 00 O7DATE BY Phone No.; 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®2D16 R.W.BUILDING DDNBUL-NTS INC. i 4.56° o Cit„ to 7.59" co ` dm •�C'v% mo aim co o n°D o . INSWING THRESHOLD 37 INSWING THRESHOLD ` c, h v a.. N �� Insw ng Bas c Compos to Adjustable 5117-117 Insw ng Basic Fund 7-1/2'Sll 1 WOOD JAMB v o$ E m z m zD 0 E u,' 9 a t Wa 4.56° 4.56" 5.83" p 4 yffi - —�- E v Z O 33 INSWING THRESHOLD 38 INSWING THRESH OLD 16 OLD 'Xo Inswing Basic Fused Sll Inuring Composite Adjustable Sll CompasBe Sll I cn2 J O 5.7.5" g 5.77" • 4.56' �m E o O V O O - 1 P' k7nm O � g Eg 34 INSWING THRESHOLD >>m v Insw ng Mode ate Cfimate Sl11-3/8" �e11NSWING THRESHOlD $ "' Insw ng Bas c Composite Adjustable 5111 �1 OUISWING 1HRESHO[D o E �� Composite/AluminumSlt z z LL zo^ k 5.75' 6.0' o 0¢o o 5.75' ozw z 1n 0 J o m fn O O Z W$ N cco .....:..... - G G' OWO INSWING THRESHOLD OIRSWING THRESHOLD c°1i v $ Inswing Moderate Clmate Sll PUBLIC ACCESS THRESHOLD 18 Composite/Aluminum Sill i 15 (Thermal Break) m n^ 5.75' o�^Q 213" I roams z z � 1+ j o ate 08/02116 i .1...� ..„ ..,,.,. .. .:?.,t . I/IT F � J— "• a SCAIE N.T.S. t�'�' •�Illllll 1111111 99tftl IAeDI �_ o o DWG.er: JK m F INSWI9 G THRESHOLD —1.79° 1.92 2.06' 0 I d a $6 Inswln Basic FDred 5.3/4"Sll irk a zo I cxK er. LFS 3 0 8 SWEEP 9 SWEEP o 10 SWEEP o SIDELIIE SPACER °e� SIDEL SPACER SIDEIIJE SPACER DRAWMD ND- 75 Insw ng o 76 0utswing 77 l�Nng FL-20468.8 a Moderate ClmateThreshold sHEEr 13 of 14 c' _ it BILL OF MATERIALS BILL OF MATERIALS `�� ITEM# DESCRIPTION MATERIAL ITEM Y DESCRIPTION MATERIAL A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL N-• p "n B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL Z m C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'�,y�''•., .`� i; D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL 4q ���`� >>IR m MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL �rrr I1rco z o m o E CONCRETE a g'« on z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 29 4"X 4"HINGE STEEL - U x z°d F #10 X 2"PFH WOOD SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP E m ?m a a G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP n g 9 R r m I 1/4"X 1-3/4"PFH ELCO OR TM/CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP s 4 v LL J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP E o Z L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 34 INSWING THRESHOLD ALUM/COMP 8 mora M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP N 3116'X 2-3/4"PFH ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP 1 JAMB(FINGER JOINT PINE) WOOD 37 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 38 INSWING THRESHOLD ALUM/COMP �o 7 WEATHERSTRIP(LONG REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP R5 S 8 SWEEP VINYL 40 DOOR PANEL(BOOK) - g 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANEL(HYBRID) _ _ W o 3 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL(U1) ~U a 15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDELITE - nI 0 m 16 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER(INSWING) PVC & rr 8 17 OUTSWINGTHRESHOLD ALUM/COMP 76 SIDELITESPACER(OUTSWING) PVC a a 18 OUTSWING THRESHOLD ALUM/COMP 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC "m a 22 #8 x 3/4"PFH WOOD SCREW STEEL E 23 #10 x 3/4"PFH WOOD SCREW STEEL Z E? LL 24 #10 x 1"PFH WOOD SCREW STEEL z o 0 CONCRETE ANCHOR NOTES: o z o z m 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 41 w $ edge distance to mortar joints. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a o 0 maintain the min,edge distance to mortarjoints,additional concrete anchors o T may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a k' 3.Concrete anchor table: a ¢' tt ANCyOR ANCHOR Mf►J MIN Cf EgRANCE MIN.'CLEARANeE: m g TO MASONRY TO ADJACENT w TYPE SII€.. EMBE!)MENT m N F xd a ... ....... ... .:... .......EDGE: ITW o:^o Co: TAPCON® 1/4" 1-1/4" 2" 4" o a ZM N'Z M ELCO ULTRACON® 1/4" 1.1/4" 1" 4" DATE 08 02 16 sauce 2ITVVPCON ft.® 3/16" 1-1/4° AS SHOWN 1.1/2" N.T.S. 2 TA F M. JK m WOOD SCREW INSTALLATION NOTES: BY.. LFS ; € 1.Maintain a minimum 5/8"edge distance,I"end distance,8 1"o.c.spacing of DRAWING NDs � n wood screws to prevent the splitting of wood. FL-20468.8 0 o SNEr14 of 14 — —