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HomeMy WebLinkAboutProduct Approval-Doors 5/20/2019 , Florida Building Code Onlinel• 5-, ��� / a� �s r; rn#fit 4117 nAf�M �'` 6• �g °4MA 11 �spR }� ��ry^ ,„ rBCIS Home Log In ! User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us i BCIS Site Map Links Search I Fl Iida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 3 Agt c � ' FL# FL16468-R12 '�°"'" "°`— Application Type ' i Code Version 2017 Application Status Approved- Qf' Comments Archived i Gi Lig Product Manufacturer • 1r Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 144 (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 Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Repoli from a Florida Registered Architect or a Licensed Florida Professional Engineer ifs' 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. Validation Checklist-Hardcopy Received Certificate of Independence FL16468 R12 COI COIN,/SS 2015-04-27.t Referenced Standard and Yearof Standard)) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16468 R12 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Sections from the Code ' I https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb18X63XgE0j%a2be7Ru4%2fFdRXrZyGfFWLhcBQ%3d%a3d 1/3 i 5/20/2019. Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/22/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 1L Date Revised 04/22/2019 Summary of Products FL# Model,Number or Name Description 16468.1 A Design Pro/Smooth Pro/Studio Single(X)Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Fiberglass Outswing i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010861A X,OPQ SS 2017-02-09.pdl Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4655.1 SS 2017-11-174pI Created by Independent Third Party: Yes 16468.2 B Design Pro/Smooth Pro Fiberglass Single(X) Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010862B X,GLZ SS 2016-08-26af Approved for u ',de HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resists t: No Created by Independent Third Party: Yes Design Pressure. Evaluation Reports Other: FL16468 R12 AE PER4430.1 SS 2017-11-17,W Created by Independent Third Party: Yes 16468.3 C Design Pro/Smooth Pro/Studio Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Fiberglass Outswing I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010863A XX, OPQ SS 2017-02-09.0f Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4656.1 SS 2017-11-17.p Created by Independent Third Party: Yes 1 16468.4 D Design Pro/Smooth Pro Fiberglass Double(XX)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 FL16468 R12 II A010864A XX,GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4432.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16468.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/0,X,0)Opaque Door 9-0 x 6- Fiberglass 8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010865A OXO,OX OPO SS 2017-02-09.pf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4657.2 SS 2017-12-19.pf Created by Independent Third Party: Yes 16468.6 , F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)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 FL16468 R12 II A010866B OXO,OX GLZ SS 201608-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4434.1 SS 2017-11-17.pdf ' Created by Independent Third Party: Yes 16468.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O)Opaque Door 12- Fiberglass 0 x 6-8 and 12-0 x 8-0 Inswing and Outswing 1 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb18X63XgE0j%2be7Ru4%2fFdRXrZyGfFWLhcBQ%3d%3d 2/3 1--- __ _ __—__—_ _ _—_ _—_—__ ____ _—_- - - - _____—_ PREPARE —_ —` 37 1/2"MAX. O.A.WIDTH :,,,,,:„. p p 371/2"MAX- BUILDING DROPS INC. MEIN 4%7 8 E.DANIA BEACH BLVD.,STE.3 ............... . ......... .. ..........4 OA.WIDTHDANIA BEACH,FL 33034 , EL . ..‘:. p �p 1 © PX195113999dR ..I D..O S.........&. D O. : S. o� o ,rz wERfwwn�idRRdnwmmDESIGN PRO/SMOOTH PRO FULL LITE ��.p WNON-IMPACT 4o ,, ,. = ,..,. o J W m FOR USE/N THE HIGH VELOCITY HURRICANE ZONE(HVHZ) p p o m ^.w''! p Mr gin 0 3� IOz1`cGENERALNOTES: © o ,© z O < C3 Z o= Offh07 O\2 Q p ',,� BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: �rY]�� • TAS 202-94 -- Z w Q P!!'1:g J LO N I 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE W Qj?�'Pe RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Ct (,D Y FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF -p7Q�pMpNQpp �p707p�p�Opp a INSTALLATION. VVVOVVO 0000000 W II��:��x 1 TYP.ELEVATION 1 2 TYP.ELEVATION 2 .. oc r•ya 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR O 6'-&DOM HEIGHT O G'-0'DOON HEIGHT F rr,j, A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 37 1/2"MAX. HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS O.A.WIDTH DOCUMENT. REMARKS BY DATE 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Add Vent Lite Option GL 5/5/14 RESISTANCE. Add ADA&Multi-Pt GL /19/14 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. 1— z ,lu 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 'io Ir I118 DOWMENi R1Nk PP(NLHIYOV BNIDIN MESA(' "W I' ND SIND NOT BF REPRODUCED in WHDFE DR MIT GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR "ti= ) wmwurwBlrrEe CONSENT OF BwmlrwMOPS.Ixc L'' ALTERATIONS,ADDITIONS,HIGH LIGHTING,OR ER 6'-8"DOORS AT DP+/-65 ONLY. m C li I ® 0 MAUI..TGTws mWMENTAPE NM EFRNTTTED AND 7. NOTE: AFC()H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP)OF 9.75 PSF. z l7 Lmi '. ~ ,1.5nvr11i11INVALIDATE OUR .111 rrve REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT N z . 0 o � t.4, PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY j 3 O `$ e � f OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 21.0 o? II ("5' iIti + .�X ':9 ?F \L .-‘, •'L''.....z.* N� ; � ACTIVES•• 7p S A ©F y TYP.ELEVATION 3 TABLE OF CONTENTS 6,13. EE SHEET 6PoR GLUINGDETAILSD N .,LITE FOPES/RF A'14 OA;YIIA�99TR NOTE: • 1111 Q SHEET----—"REVISION SHEET DESCRIPTION DOORS SHOWN ABOVE MAY BE LEFT' Digitallysigned by Hermes Norero OR RIGHT HAND OPERATING DOORS. Reason:I am approving this documen 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.04.22 20:25:07-04'00' 2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02.05.14 NOMINAL SIZE MISSILE 3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION IMPACT DWG.B: CHK.BY: 4 B VERTICAL ASSEMBLIES WIDTH HEIGHT INSWING OUTSWING RATING SSM�TJM MSS POS. NEG. POS. NEG. - SCALE: NTS 5 B HORIZONTAL ASSEMBLIES - X 3'-0" 6'-8" 65" 65 65" 65 NON-IMPACT 6 B GLAZING DETAILS DWG.#:A010862 B X(VENT) 3'-0" 6'-8" 65" 65 65' 65 NON-IMPACT 7 B WOOD SUBSTRATES SHEET: OF9 ' X(RADIUS) 3'-0" 6'-8" 65" 65 65" 65 NON-IMPACT 8 B CONCRETE SUBSTRATES - - - X 3'-0" 8'-0" 50" 50 50" 50 NON-IMPACT I. 9 B COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. L _ ___ _ _- -PREPARED BY:. _ - INSTALLATION NOTES: __ ', 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC. STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 39A E.DANIA BEACH REVD,SIX 11/1 OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA P EACH,FL 3311D1 PH:I95AI3946173 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, FAX:WAN/Ana OVER:NMw.NulICIAUlrppimm FOAM,BRICK VENEER,AND SIDING. , 3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR W HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR Z N j$N MANUFACTURERS INSTALLATION INSTRUCTIONS. 37 1/2"MAX. O.A.WIDTH' 1 I- o^7 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. 3"TYP 3"TYP, E3- 0 o m EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. L C2IC2 t 0 w ^- B 11�� a g 5. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK j�a ti 0- z m e a CONCRETE/MASONRY CONSTRUCTION. i ! OC N 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE I Ln O j FOLLOWING PROPERTIES: jy7 A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. �1 / fr ' B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. `G • �".0 C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF So w w �+ ll9 cC 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. x m _ m of 0 D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH rn�w 1- 1- O I OF 2000 PSI, l'J G 0 oO U z6LL x ® x z 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, 3 i d a i a . Q W EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. N O La 0 w ~ O? "H w F 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM E • EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. i / * REMARKS BY DATE aC/ Add Vent Lite Option GL 5/5/14 L d Add ADA&Multi-Pt GL /19/14 ANCHOR TABLE I /I 1 (-" • • TIS TACOMINTISTIA PROPERTY WSW. LROPN WC 6'8"DOORS 8'0"DOORS A2 wncurwwIT.CREPRODUCED M Motu,euMOMM 0RDnii NIC Ol TYP.ANCHOR LAYOUT AITWANONS.ADOIIONN HIGH ORTING,OR MEER MARONGS TO RIS OOCUMENTARE NOT PERmmEO AND ANCHOR M MIN.EDGE 6'd'&P'-0'DOOR HEIHEIGHTG INVALIDATE CE K/HO ANCHOR TYPE SUBSTRATE MAX,O.C. MAX.O.G SIZE EMBEDMENT DISTANCE f{11ILtI)F SPACING AT SPAgNG AT 1��' .7jJ!l� ...... JAMBS JAMBS NOTE: �N:° 4 Q !... • NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. 2X WOOD BUCK ♦ ��•+. °E}e E ,p+ WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4° _ S • �e 7 fl s ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2.1/2" 17-1/2" 17-1/4" '* ii NOTE: a..r`:: 5:A OF m..CONC. ELCO ULTRACON 1/4" CONCRETE/CMU 11..er..r.,,, 3%4" CMU 1° 17-1/2" 17-1/4" INACTIVE AND ACTIVE DOOR PANEL =.°,� 1'P':'4 r ORIENTATION IS INTERCHANGEABLE. ♦ t� "" A `: 114 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" T14. •Ar;,.u 4,ITR • . i.211111RA-' 2-MX 21/T'PFH _ SCREWS �l -1 A "'4111. 2-09X 2I/2"PFH TYP,HDETAIOPPE ®m DATE: 02.05.14 PFH SCREWS MULTI-POINT SHOOT BOLT AMIlik DWG.B: CHK.BY: PLATE LOCATION MINIMSSM�TJM MSS DETAIL B2IPP CRH PLATE SHOWN) SCALE: NTS TYP.HOPPE 1-BOTTOM SHOOT IIIIIIIIIIppr DWG.#:A0108626 MULTI-POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE 02098911 ��� � SHEET: OF9 AA SILL SECTION VIEW ®HEAD SECTION VIEW INSWING SHOWNOUPSWING SHWA INSWING SHOWN OUSSWING SINEWS . SEE DETAlE o7 SEE DETER DE G / ------- - --- -- - PREPARED BY: -__ —`- BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD,STE.338 DANIA BRACH,FL 33004 • PM:196113990488 FAX:(983)7331.8738 4 1/2"TYP. 4 1/2"TYP. Wm:A,.w,kwldm6d.r.DD +I 11/2"OFFSET I. m ti mX �oii 2 ryd 3 z Y � wLLa< o a ri _ Itp m W " � EV C7 • ! i."5 M 0 Z Q Z cc Z KC n cL OO t. C1 C V p 0 Q •83 ^P N 14S 1-1KS I _ _ MNREMARKS BY DATE Add Vent Lite Option GL 5/5/14 �TYP.3 ANCHOR LAYOUT Add ADA&Multi-Pt GL 5/19/15 P0033AL A BUCK IN CONDIETE/NNSONRY TNS DOCUMENT iNE 3800E8TT OF 8LIADING MOM,INC I OMLWL HOTBF REPRODUCED IMHO1F OR DROPS, - ONOUT WRITTEN CONSENT.MCI BOLDING DROPS,INC LAITCRATMM,A0019081 NIGMIIGMWG,01101838 NAR[INGS TOTN600NMENTARE NOT PERMDTEO WO IN.MAW OM I'FMINfATIDN 11/4"MIN.EMBED TYP. • vtt111 lin..../,x z .4.. !!! e 1 o 0- xtf WG 11-I SEE TABLE 2X BUCK ANCHOR TABLE `' vt.E �• ,'• . CI ��� 0.• 6'8"DOORS 8'0"DOORS a MIN.EDGE MIN.CENTER +* .7 • � MIN z ANCHOR MIN. �.'6 �y.� . ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER .S' A. �F i7 Mir _N` SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �Pic': QF • �" p o SPACING AT SPACING AT . T O_ 0 •0'•k/ '. 2X WOOD BUCK INSTALL. JAMBS JAMBS 'S'O.y ,.. yyy '. '41:::."'• 2X WOOD BUCK - x • ANCHOR PER BUCK ANCHOR TABLE ITV/TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4° xx w cH a< ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-GONG. 1" 4" 25" 30.1/4" _ 13.11411,13X. 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/4'-cmu CROSS SECTION 59981.91W —- DATE: 02.05.14 NOTES: DWG.B: CHK.BY: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SSM/TJM MSS SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG-H:A010862B SHEET: OF9 3 ---- --- -- - -- --- -- PREPARED BY: • BUILDING DROPS,INC. 393E DMA REACH BLVD..330 DANIA BEACH,n.63004 11,////1-///// PH19311399 673 // .- FAX1951}744738 1/ / A.X • Ike 6 WEB:wvw.W30M0EraDtmm m -- W INTERIOR EXTERIOR EXTERIOR INTERIORIII J 3 D'e 0 I I �°- "viii e- INTERIOR EXTERIOR R o MJ-m m d ^ mil © ° w a.. �.Y7. . G a o`g 2ml Z Ln o, O OPERABLE HEAD c-) OPERABLE SILLO4 OPERABLE SILLERZo4 OUTSWINGSHOWN-INSWINGSIMILAR INSWING 4 OUTSWING Za D C 0 Lu > x 6 Wz x 19 1III REMARKS BY DA E EXTERIORINTERIOR Add Vent Lite Option GL 5/5/14 INTERIOR EXTERIOR © INTERIOR EXTERIORED - / /' I I WWI Add ADA&Multi-Pt GL 5/19/14 vAlke O . -$ �I:j.�.�.� 1.i • IM ADOCUMENT TAL MODEM°,WADING BE REPRODUCED W WNW OR DART C D VAILNOT WITHOUT WRITTEN CONSENT OF WRONG DROPS,INC All EDAM.,AM IONS,11I4MRITAN INTA ON OI MRN WNW.TO SKIS DOCUMENT ARE NOT PERRNTSED AND INVALTDATT Oil RCT UNMAN. ci) OPERABLE ADA SILL O OPERABLE SILL O7 OPERABLE SILL �0,i%11111,i�,�f INSWING/OUTSWING 4 INSWING 4 OUTSWING ��t'NX� t, Q�Iy OPTIONAL ARCO H-497 74 RR A �. veEfrM E S,.A OF F p6:0 AF'. . rEgI& O 0 INTERIOR II EXTERIOR _- -- - A � INTERIOR ri EXTERIOR - ___----X11 i-JI _ I`.1 DATE: 02.05.14 'L;.?,.}::'i`.i't'f:;=._. `;: ':;�c,.$:.,I c +'.;, DWG.B CHK.BY SSMTTJM MSS SCALE: NTS 4 OPERABLE SILL 94 OPERABLE SILL DWG.R:A010862B . OUTSWING OUTSWING SHEET: OF9 4 - BY:. HINGE SCHEDULE HINGE DETAIL AT JAMB: 1. PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 6'-8" - 3DAHCACH 398 C. IAOMVO,STC.338 8'-0" 4 `\•""41 hh DANIASEACH,FL 33008 ••a. PN:1951135}8478 I ' Me M8)7888738 .'\\\\\\\\II LIi,��.�4.,1.��. WEB:wv..buiWmBdmm ps. m laK11. .ill ki o i jj j �� \\\ -I vi $ 0 w �Dm, • W INTERIOR INTERIOR \\; ..--- 'b r Et • xe 2 J 3= _ x /� _ 1'a 13-' Q nfaua FLAT X 2-1/2"PHILLIPS 0-- VI W m I r°,, FLATHEAD WOOD SCREW 0 1. 11M! A [-� -- E�iiil 3-#9 X 3/4"PHILLIPS O Z <I— Z I 1� ' \ O FLATHEAD WOOD SCREWS 2 Z N W - EXTERIOR EXTERIOR 0 g m 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4"LENGTH FOR 6'-8"DOORS 8' O O_+ � USE 1"LENGTH FOR -0"DOORS E.-.) LOCK JAMB 3 HINGE JAMB OUTSWINGSHOWN-INSWINGSIMILAR O OUTSWINGSHOWN-INSWINGSIMILAR PI r REMARKS BY DATE _Add Vent Lite Option GL 5/5/14 Add ADA&Multi-Pt GL /19/14 9-#9X13/4"PFH3-#8%2"PFH 13-#8X13/8"PFH(6'-8"UNITS) 8-#9 X 2 1/2"PFH W/HARDWARE 15-#6X13/8"PFH 18-0"UNITS) (6'-6"&8'-0"UNITS) IN/STRIKE HARDWARE COMES W/HARDWARE arts OOaNLENrnHL iTPROPERTr OFBUILDIN 09075,INC W/STRIKE HARDWARE 1-MPL STRIKE PLATE AND SHALL NOT 83 REPRODUCED IN WHOLE OR PAIR . 4-MPL STRIKE PLATES 4-#8 X 1 3/8"PFH WRHOIR MUM CON.ar•T OF Run DINT,MPs,Mt/ ALTCMTpN8,A00RIONS,NWNOGNONG.08 MICR es ® 1-REINFORCEMENT PLATE — NURONGs3OYRS DOcumErrtaRExrn PERMITTED MO HOPPE#2512296 INVAIIDATEOURCFRTINMON EXTERIOR EXTERIOR — ��,�N.s:::::1; 0 !!` �I �I Ilil1 ff ii `=///I. �►1111� N._ INTERIOR -. • o Li8108 ���r't\ S 1PFS' '�/. v ...fir ��h. A w.�.. .s. is te<Na CD ROCKWELL MULTI-POINT LOCK JAMB O HOPPE MULTI-POINT LOCK JAMBHOPPE MULTI-POINT LOCKDATE: 02.05.14 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ARIVE PANEL ONLY DWG.B: M CHK.MSS c-- ,SCALE: SS ,SCALE: NTS DWG.#:A010862 B SHEET: OF9 5 J --- - ----- ---- - - -- - PREPARED BY: s. BUILDING DROPS,INC. 398E DANIA BEACH BLVD.,STE.338 1"MAX. DANIA B EACH,FL!MX 1"MAX. 1'MAX. 1°MAX. 81.1:(9541399808 fAX:13841744A733 3/4"AIRSPACE WED,v Aw.bDHaJnAdrapamm 3/4°AIRSPACE 3/4°AIRSPACE 3/4°AIRSPACE �— INTERIOR I IXTEflIOR INTERIOR I I EXTERIOR INTERIOR I I IXTERIOR INTERIOR I I EXTERIOR ti o g �/, 1/8"TEMPERED GLASS . ��� 1/8"TEMPERED GLASS ��� 1/8"TEMPERED GLASS Z m /� - 1/8"TEMPERED GLASS mea$ DOW 995 SILICONE r SILICONE m / °n d • , N / aB,� DOW 995 SILICONE La_ Z K m BUTYL m 5 j BUTYL ,� DOW 995 SILICONE m 5 111 BUTYL —� a m,�'^� Mr'KA r►ms's WI's►1.4 r ms's z a 2 on sF '7 �— ��_� oa N a m2aLL gz o EID i.°z JLC REDI-SEAL REDI-SEAL I ® W 995 SILICONE Z Z C)6'-8" GLAZING DETAIL C)81-0",GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL cp o W4 201/2"MAX.D.L,O,WIDTH 21/2"MAX,D,LO.WIDTH O 23 7/8"MAX,D.LO.WIDTH O FOR OVAL,SUNBURST,AND ROUND TOPS w C n 62 1/2"MAX.D.LO.HEIGHT 78 1/2"MAX,D.LO.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-65 PSF 0 0 W On F REMARKS BY DATE 3 4"MAX. Add Vent Ute Option GL 5/5/14 g ��m 1/2"AIRSPACE Add ADA&Multi-Pt GL 6/19/14 INTERIOR O'^ EXTERIOR r 1-1 ' E g INTERIOR EXTERIOR c'� i,fr 1/8"TEMPERED GLASS III M600DIMFN16TNf FACIE.OF OUROIn40ap�NC AND SNAIL NOM et 801108IXFD A MOLE ON YAH piWITHOUT IOV„MITTEN CONSENT OF BUILDING OSOVS,NC. ALTERi i BUTYL 1/8"TEMPERED GlA55r SEALANTN Bm-`��i'� 1/8"TEMPERED GLASS I;MGNUGNNNO,ORDTNFR /_/ NGSTO LI A UR I OT POEFPMDfCO UYO �_-.. i4�I 23 i�"OVERALL INVALIDATE l l l! ■ uy�4 1 EALANT 4L'i 1(//r Ell'e. der il!,.1,0.14 l�_i 19�"D.L.O. � 1. rifer SILICONE W D011995 -°'7# . ° • .: STRUCTURAL REDI-SEAL SEALANT ° 9 A OF *.*, OS GLAZING DETAIL "� ''�� `P `�. OGLAZING DETAIL OPTION o o .',,'0 ]3 t, , 6 FOR HALF LITE VENT LITES 6 20 1/2"MAX D.L.O,WIDTH o j ;:LAO .8 __ IN 6'8"UNITS ONLY 62 5/8"MAX D.L.O,HEIGHT a I s 3-0X6-8 ONLY o �Ilnts m :X5 MIm o DATE: 02_.05.14 DWG.Ely: CHK.BY: �1� SSMTJM MSS I ---- --' SCALE: NTS E1 DWG.#:A010862 B NOTE: 'v SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL /" WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 ODL VENT LITE ASSEMBLY F6 IN ALL GLAZING DETAILS SHOWN ABOVE. _ - _ --- —-- PREPARED BY: .0•Cl2X WOOD BUCK •= BUILDING DROPS,INC. tn Z_Oiy /�/ WOOD ANCHOR 1415 F.DANAaDACH,F.33.00OWN MVO,TF Sia MIN. LIMA PEACH,F1.33.004 L, EDGE DIST. i_o •// SEE TABLE ON SHEET 2 PH:(9811399-808 FM:(9i417/.4.0311 SEE TABLE SHEET2 N rit wEa.WwW.ewim„EemmitsSILICONE ��uu G cA m �.' 2X WOOD BUCK ,.I=w1 : � u.;§ w '� ii•i�ic''II �a PI 2'11191, / • • /// %/ axOu �/_- MAX. ¢ qQx o N SHIM 11111111111111 _ WOOD BUCK p —I m g a LL WOOD ANCHOR MIN.EMBED. 0 Q SEE TABLE ON SHEET 2 SEE TABLE SHEET ZZZv,o I- w 'Z Z 4x OHEAD (TYPICAL) O JAMB (TYPICAL) O OPERABLE SILL z g W 7 OUTSWING SHOWN-INSWING SIMILAR '� OUiSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED Q O g,,i0 SILICONE **W1��� SILICONE -_.'1i�•?. _ I SILICONE r REMARKS BY DATE 7-. Add BUCK 2X WOOD BUCK Add Vent Llte Option GL 5/5/14 MIIIIIIIININ...1 _11111 _ Add ADA&Multi-Pt GL 6/19/14 2X WOOD BUCK ilit5 DOCUMENT* EBuilD.NO DK NC AND 51.10401.51.10401.BEREPRODUCED INW HOLE Oa Mt • WRHOUE MITTEN CONSENT DEM OIN00POM INC. Ci) OPERABLE SILLOPERABLE SILLOPERABLE SILLMn lOENM gN5,LtuAle 5,MN tENOGIRING,OPOMCR G TO MS 00CUEM ENUT PEPGTEU ANO iNVA OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUT5WING-NO ANCHOR REQUIRED ,t�Ll1I!!!(yN AFCO H-497 SNN4 rl,' ,S et .:E....-ti. ..:4,....F..s.,.:., �I #44f l',i, nB. it SIUCONE „,“...,,,....„,.., ' SILICONE SILICONE X 'QJ ..---vat 1 I �. F� ,E;k.. N s7B -- -- ---- 2X WOOD BUCK 2X WOOD BUCK 2%WOOD BUCK DATE: 02.055.14 DWG.B: CHK.BY: Og OPERABLE SILL O9 OPERABLE SILL OPERABLE ADA SILL SSM�lJM MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING•NO ANCHOR REQUIRED SCALE: NTS DWG.u:A010862B SHEET: OF9 ID OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 7 \ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • _— ____ _ ___ --_ - _ ._ - - PREPARE iNSS 1X WOOD BUCK BUILDING DROPS,INC. rq MIN. (OPTIONAL) 39B E DANIA BEACH BM.,SEC338 !• DAM BEACH,FL 33001 EDGE DIST. v~i= q SILICONE PH:19541399-BP70 SEE TABLE SHEET 2 Z p W FAK:1951)7CGATAO m - "i • //�" CONCRETE ANCHOR • WEB:wwv.NuiIL'mBBmP4ram w� •- • ,••Irl'_ SEE TABLE ON SHEET I 111 v,E �� i Lu m- CONCRETE/ • . • -+ m;R^}S 41� MASONRY - ' 4 5 Z F o ma,S N E m BY OTHERS ' ' '!' [MASONRY C O ,,,LLQ Q f� iii - 'p'• BY OTHERS 2 V g m 1X WOOD BUCK =y -I T.a s //-I/t• - • (OPTIONAL) ':.i!.' I I 0.25" O m s a MAX, N c E l=n C> ,�� SHIM H�O z CONCRETE ANCHOR Inimil CONCRETE/MASONRY BY OTHERS O.2 LL.3 m SEE TABLE ON SHEET 2 MIN.EMBED. C I- o SEE TABLE SHEET a. W WZ CC GIC OHEAD (TYPICAL) JAMB (TYPICAL) O3 OPERABLE SILL W Z 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED 0U 44is SILICONE 1 E- y��.it;�_: SILICONE _IIS :. I SILICONE REMARKS BY DATE M ♦•%1, iewisili_ Add Vent Lite Option GL 5/5/14 'A d. - d 'A d, d 'A . d Add ADA&Multi-Pt GL /19/14 a. a. CONCRETE/ CONCRETE/ - CONCRETE/ • MASONRY • • MASONRY • MASONRY THIS DOCUMLNF UDIE PROPERTY OF abase DPOPS.INC AND SFKL NOT BE SUMMON HNOLC ON PINT BY OTHERS BY OTHERS BY OTHERSNrtfN CONSENT OF BUILDING WYOMING ALWANUNs, N DINUNS,w 01u4N1m4•ux01NCY MAPPINGS=THIS DOCUMENT ARE NOT PEPMRT f D AND IIN4 DATF OUR CEPTPICATON. Q OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL �•''`"IIIL"`''<P�. OUTSWING-NO ANCHOR REQUIRED O INSWING-NO ANCHOR REQUIRED O OUTSWING-NO ANCHOR REQUIRED ,t.".% • t 0 s .4� � !AFC°H-497 . «. �t E l �.1. C::ik IV•o:7 •• CSO S:q . OF . 7[ SILICONE t'''I� _ SILICONE SILICONE '•/ L7 w • d d , CONCRETE/ • CONCRETE/ CONCRETE/• •� -I • MASONRY - MASONRY - •' MASONRY DATE: 02.05.14 BY OTHERS BY OTHERS BY OTHERS DWG,B CHK.BY: Og OPERABLE SILL 9 OPERABLE SILL OPERABLE SILL SSM�TJM MSS OUTSWING-NO ANCHOR REQUIRED O OIJTSWING-NO ANCHOR REQUIRED �OuTSWING/INSWING-NO ANCHOR REQUIRED SCALE: NTS DWG.#:A0108628 SHEET: OF9 ID OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW (� SECTION OF HEAD OR JAMB AS LONG AS MINIMUM `X! ` EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • --_ - - - - - BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED BY: ITEMS DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 in\ FINGER-JOINTED PINE rA iI BUILDING DROPS,INC. SOLID PINE 3BB E.DANIA BEACH BOA,STE.338 1 FRAME HEAD/JAMBS LAMINATED VENEER ® DANW BEACH,R 33000 PN:(501384A3)A LUMBERFAN:(950700 03B ® i1 t + COMPOSITE I +� • - WIR.wu-.,.e°Ildin amps an 2 (NOT USED) - El I U W 3 (NOT USED) - /' + J K 3$ $ 4 THRESHOLD - p I J •= F m a el "' �— 6F+ i Q o 'm 5 THRESHOLD - C 1- w LL 6 THRESHOLD - I _ Li_0 S Q ® Fe 5 7 AFCO H-497 THRESHOLD - o o o° ®®� O M a 8 THRESHOLD rl -O M® h 20 m hr+a 9 THRESHOLD - El O° HANDLE " 0 Z z IL{p O ° r o HEIGHT lJ z N 10 ADA THRESHOLD - 'P E9 o d URETHANE FOAM& O m 0 -" O I- a 11 WEATHERSTRIP ° ] vl Z -..... POLYETHYLENE m . 0 m y O �o Q 13.1 :.. 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE .o HANDLE I °° e0 Tc 13 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PC ABS HEIGHT _ - 14 (NOT USED) - I o—', 2 + `JF` O , K 15 1110 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL ° a • o ° ~ U 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O t an REMARKS BY DATE IP Add Vent Lite Option GL 5/5/14 17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL 0 5 Add ADA&Multi-Pt GL /19/14 18 LOCK SERIES 400 STEEL t Bo ® O 19 DEADBOLT SERIES 780 STEEL Z III0 :J ,HISDDLUMENT IS TNk PROPERTY DFBDIIDIN MID,INC ROCKWELL MULTI-POINT TONGUE LATCH 673228768 6-8 UNIT AND SHALL NOT BE nonooucto III WHOLE OR PVC 20 STEEL WTpU'a S °TTEN CONSENT OING IDE DROPS,INC. ROCKWELL MULTI-POINT TONGUE LATCH 673228780 8-0 UNIT ti t ALTERATION;ADDITIONS,HIGHOGHEx16,ON OMEN 243 0.63" ' - MAW.TO THIS DOCENT ARE NOT PERMITTED ANO 21 HOPPE MULT-POINT HARDWARE HLS9000 STEEL ' t xv 00 UM00URCEIRIFIUTI05 22 ODL LIPLITE KIT(NI) HP POLYPRO./PC ABS l ® `*`,,y11111it)t7 `i{' p 23 FLUSH GLAZING LEG FIBERGLASS 7 1 \fit` a a' .0. �I. i 24 ODL LIPLITE KIT(VENT LITES) HP POLYPROPYLENE '- - - •• Vie E ,p '. 25 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE LH 68784091 STEEL IN ii (U Oo) Ei �,: N°:7 O' 26 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE RI-1118783923 STEEL -4 1.65 4- .... s.A OF, . I O1 FRAME HEAD/JAMBS 4 THRESHOLD THRESHOLD 6 THRESHOLD r, � e o ::, ;... • VARIES,SEE BOM ABOVE O O O 25 HEAD SHOOT BOLT PLATE(LH) ✓i5r EAE Bvs` -n -1 411.,•••4 _.. `e'f` . y ty] )B -'" i/7�j/ .720.�/� Io 4aii•WIPi- 4 ! , ., "`<r,,,Pt. . ./. //./ //. /i m id y .••, ••♦Tv �.�� � .. • . te F••t•11• . „ 4.563" 1-1' 4.56" 15.62° .1 4.57" i j 1.75" DATE: 02.05.14 DWG.BY: CHK.BY: OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD 10 THRESHOLD 26 HEAD SHOOT BOLT PLATE(RH) SCALE NTS MSS 11- '--_... I ' SCALE. Z HE) _ I DWG.11:AO O 2B t ►..t.•."i, a (1'I a SHEET 0F9 9 4.56' i b 5.00" 4.62"--'I O I'^4.56.E o 1.75"