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1258 BEACH AVE RES21-0079 l'-'ire,tite"' Building Permit Application Updated 10/9/18 a City of Atlantic Beach Building Department **ALL INFORMATION ..e. 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY n�r IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: tic$ 17(AC H AvF N✓E /1 ,A /243 Permit Number: RE-SZ I 0079 Legal Description /0—II /4—Z5 -Lett /h/4N0A .AV Lor '1 MA CO RE# / 2/ $ 3o -O000 Valuation of Work(Replacement Cost)$ f'/,00-0 0 Heated/Cooled SF ft-M. Non-Heated/Cooled A'74 • Class of Work: ❑New ❑Addition ❑Alteration EPRepair OMove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial 1Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes R'No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) 34 Describe in detail the type of work to be performed: 2E mu✓E f Y/rr,•-'G I X,ER'u,t FRfN:14 Du u/t d N +vP,yr SIMS OF IOJAF_ AVD /ZjP(.gcE 4..7r #1 Srn+rt44 /)002 ,A' 54int t t,,,Atrro't', /•iSrA (.- As pt=2 EotItrutin h4%, 5f'E4j, S rA,•vt,.ESj 5 7Ef_L /-451,En'iflf /.4"O AtvAl/Aivel /LAS N,A/t+. Florida Product Approval# FL l3 C41 , / for multiple products use product approval form Property"/ /ZS'?Owner Information Name ITA 0 vS Pt Address /Z /5f AvEA,.et City ArL4NTii- i 4c H/ State let. Zip 3L 2. 3 3 Phone 3 3o. 4./(,4 , / 7 S�5 E-Mail r.t i1 a -rhe fr4rrs elf p,4ctr.e 4r/1 . c.o,n Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Q wn,fit Contractor Information Name of Company 'SVNSNl"- (64/1 "A'irRvcriDr- lualifyingAgent `l uSEPN f - gv/1•A/VC/,F Address S/3 V/K,A.(,S LAAF- City A73 State fl. Zip 3tZ31 Office Phone (1 UL}, 2V If , mg,/ Job Site Contact Number To`/. Z4.03 - /0 g c/ State Certification/Registration# C/3 ea. S"6 3 /5— E-Mail - j':$ S vn f/, Ae Cott jr;A G. Co Al Architect Name&Phone# /1,/4 Engineer's Name&Phone# !L, Workers Compensation Insurer Cup/leI XC GF tiC E OR Exempt❑ Expiration Date 10/// 2 i Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANA O' ' EY BEFORE RECQRDIN£- OUR NOTICE P COM ENCEMENT. (--- - ' '- ��Signature of Owr Agent :i: ature of Contractor) Sig ed a d sworn to(or affirme• •-fore ••- his�5-i day of i ned and.swor7nn too((o�r a'irm-d)before m- this day of _, b - - Y/ �' y J a ' 00 A/C 1 e l irI6AYp! ; LA ,p/ of Nota ) ,°, NotaryPublic-Slate of Florida .. Commisoon 1 GG 140597 ,?oFc My Comm.Expires Sep 4,1011 TONIGINDLESPERGER [ )Personal) Kiip;4' [. ersonally Knows O '; �. [ oduced Identificatio [ ]Produced Identi alto" ;,,? MY COMMISSION#GG 353178 EXPIRES:October 6,2023 Type of Identifications GJ�'f�/ � Type of Identificatio: 4ri�k:�ac: Bonded Thru Notary Rubles U,duivnilu s 74"MAX.O.A.WIDT PREPARED BY ` Alk ink v� v J3ELD �- BUILDING DROPS,INC. © ��© 999 E.01111.0.UIN MACH,EACH BIW.5TE.339 WINDOWS & DOORS® © FL 19004 " '�"�'$'� = I Tv FOC(95117444739 (� 2 WEa..ww.WMdingWo+.cmm DESIGN PRO/SMOOTH PRO FULL LITE .w I w !o o, W v NON-IMPACT ,1s W FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 ligl di I© ='g! o „—�,z g °�a m UJT ¢ OQ 5 -_ '"- viEF, m oLL GENERAL NOTES: '_ 0 Z O w m �Z <0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT ©�0�0 p �j INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRO,AND FLORIDA BUILDING CODE 1000 cO W Z r4. (FB.),E C DI ASTM 30-HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TYP.ELEVATION 1 a. w VI W- IGHT • ASTM E283-04 IV,DOOR"E J w 3" • AAMA 1304-02 74"MAX.O.A.WIDT O LI n A EL VI 1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE = (Q >W -4,. RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE CC W FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF rf INSTALLATION.3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR REMARKS BY DATE A SPECFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Add Multi-P9vrt Lock Gt 06/12/14 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Reference DWG.RA0108344 AM 09/09/19 DOCUMENT. 24. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT mg s°RESISTANCE. "us= 1uxr5. GLASSMEETSTHEREQUIREMENTSOFASTME1300 GLASSCHARTS.SEESHEET6FORGLAZINGDETAILS. i7 m ° napSONSr.uo26. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN t,=d 2., R06BV. �ucwou GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED 3 O FOR6'-8"DOORSATDP+/-50PSFONLY. O i 7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION ATWATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT7MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ___ _ �� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT IS 2 1.0 I I i't S A �F i p NU Z 4VO.V �9T� IDP. ��: TYP.ELEVATION 2 �,E1,71.'"`�'•.•V1,e���• yr DOM WWI '�7 ,9 . TABLE OF CONTENTS NOTE: Digitally signed by Hermes F Norero SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL P.eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. Date:2019.12.12 13:1912-0500' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE(PSF) DWG.aY, CHK. Y: 3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE 4 - VERTICAL ASSEMBLIES CONFIGURATION INSWING OtJnWING IMPACT GL JM SS/MSS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT POS. NEG. POS. NEG. RATING SCALE: NTS 6 A GLAZING DETAILS XX 6'-0" 6'-8" 50' 50 50' 50 NON-IMPACT DWG.n: D015689 7 . WOOD SUBSTRATES XX RADIUS 6'-0" 6'-8" 50' 50 50' 50 NON-IMPACT SHEET: OF9 8 - CONCRETE SUBSTRATES XX 6'-0" 8'-0" 50' 50 50' 50 NON-IMPACT ` 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. n 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.SHIM(S)SHALL BE A 398 E.Mo.3EAE8 BLVD.,STE.338 NON-COMPRESSIBLE COMPOSITE OR BETTER. 0M.BEAM EE 33061 '19511399.847! MB•19911744.4738 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO WU'33983,885138,96vprc9m STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL $ OR NAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SEE TABLE 74"MAX.O.A.WIDTH . N m MANUFACTURER'S INSTALLATION INSTRUCTIONS. FOR QTY. F ff A 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 1 1/2"TVP. O J ' 3"TVP. 3"TYP. Z 'k LL V JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE # SHELL OF BLOCK. ' G2t ---L I . ) J rl I - I G2 Q Z 5< 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK i j r.---- 4- 0 N m Y n CONCRETE/MASONRY CONSTRUCTION. / 3,1 O ~ 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 0 2 C) FOLLOWING PROPERTIES: + • d } �e A.WOOD-MINIMUM SPECIFIC GRAVITY Of 0.55. 2 W C.CONCRETER -MINIMUM NOMPRENGTH STRENGTHOF PSI. mmw PO / \ 0 C: w C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM 1-90 WITH MINIMUM COMPRESSIVE STRENGTH -3 m x G P I G W 0 OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 rn n s • 0 I e PSI. C7 m¢ o o Z o D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z i7 LL 5 ,e ! Q r�1 a_ OF 2000 PSI. 3 Z a z 4 r zQ Iii w IT 3 0 ::,( \ , 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR p i N e ,� I LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. \ /IH REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4. Add Multi-Point Lod, GA 06/12/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Reference DWG.1144108344 AIA 09/04/19 I f INACTIVE I ACTIVE { ANCHOR TABLE l [ 6'8'DOORS 8'0"DOORS A2 3"TYP. A2 a rw78E8Ec38cl1w r19383333.roen srtc9K D2 3„1ryP, D2 30E9 DM aallEwn DETETAILTD 931. 1.018 o MOWER OOeDOOt,YwlEcr sen X3,881 WE snow ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE II OF IS OF A\3 ,//,1p . SIZE EMBEDMENT DISTANCE SPAOMAXNGAT ANCHORS SPACING AT HEAD/SILLOT (ir.ANCHOR LAYOUT ```�/� •., � '1,HE ' JAMBS JAMBS 6,011rr 0008 REIGR �9 CLUSTERS CLUSTERS J1 25 WOOD BUCK WOOD SCREW 610 1-1/2” 3/4" 17-1/2" 4 17-1/4" 4 N. 7 ", :. OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 171/4" 4 "" 'fl S AA OF ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC 1" 17-1/2" 4 17-1/4" 4 ��T��•101X... ���� NOTE: 1-1/4"-CMU INACTIVE AND ACTIVE DOOR PANEL O,�S - ` ...,S\ •�•� ORIENTATION IS INTERCHANGEABLE. 'i/ - k!1"I°.:'^A.. ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 i1114117f4par�1 71 2-812X3"PFH 82 SCREW C2 1-STRIKE PLATE E2 HOPPE#1965040 2-K8 5 3"PFH F2 NOTE: SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE �_ INSERT PLUG HOPPE a209B945 STRIKE PLATE HOPPE#1965040 DATE: 02.05.14 2-Ire X 3"PFH DWG. V: CHK. Y: INTO BED OF SILICONE I�7Mr SCREWS GG BY-M SS/MSS DETAIL I ASA AP- m:L•-Dl• ■�V�a DETAIL C2 TYP.ASTRAGAL/ DETAIL 12 _- M� TYP.ASTRAGAL rr8� MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS INSERT PLUG WITH __ STRIKE LOCATION TIP.TOP ASTRAGAL UMQ MI IM WWI.MULTI-POINT STRIKE DETAIL B2 1-BOTTOM SHOOT 2-39 X 2 1/2"PFH MULTI-POINT MrONLY STRIKE PLATE H2 LOCATION DWG.R: D015689 ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PRI SCREWS STRIKE LOCATION LOCATION 12 W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-x9 X 21/2'PFH `_ 2-49 x 2 1/T'PFH SHEET: OF 9 PFH SCREWS .m _ni�inoml SCREWS UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PLATE FROM ®INSWING SILL SECTION VIEW HARDWARE KIT ®OUTSWING SILL SECTION VIEW ®HEAD SECTION VIEW 2 180.7.1.31112 MOW SU MAK El M EZ MOV! IMSWVIIG 1310VA4 OUrSWING LnMIY PREPARED BY• n BUILDING DROPS,INC. lee E.041.SEACH xw..STE.33e DAMN P.M EL 3300. .(95.41199.1M. We(OWN nae 4 1/2"TYP. 4 1/2"TYP. WFB:v.W.BuiMp 06.... I1 1/2"OFFSET TYP. ' m W2L� Y aS$ .E I •• I_ —1 m0i O cIG � ~QmuQ O 2 rvOg � `�3 r mfa .LL^ a J• ZZa▪ Z EE O. O ZLi C 0 aZWIV,A HC 44 7 f 1 1� `•' REMARKSBY DATE Add MWtilant LM GE 06/12/14 (1111TnrYP.ANCHOR LAYOUT Reference 0949.161.01011344 AM 009/04/19 w n 111.1.1 ewan1/1.50wt. rprRITKOTIEWIRAITNIZIOWFTIOMMIZIIIL AMO WY MO,111F11(7 ACRAAl CONINTIONS KO A ae MON TNT ItTOUIR I.4l NTS 041.610 RENON A.06[0. 11/4"MIN.EMBED TYP. N‘ // SEE TABLE 2X BUCK ANCHOR TABLE `'O S.�'�\I/{E, OF : �' 2 O���,� 2 O 6$"DOORS B'o"DOORS ANCHOR MIN. MIN.EDGE MIN.CENTER :� ANCHOR TYPE S1SUBSTRATE EMBEDMENT DIST.TO TO CENTER MA%O.C. MAX.O.C. i N Elm ,, MMISUBSTRATE DISTANCE , ' .IOP.' o— Z. SPACING AT SPACING AT I� • `� O 2%WOOD BUCK INSTALL. IAMBS IAMBS //S't,Y.I `. 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" a" 25" 30-1/4• /%/. �,a *v5R�Z i"' '7K fri.t=.1NT 1-3/6^-CONC. ®2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL ELCO ULTRACON 1/4" CONCRETE/CMU 1" a 25" 341/4" 1«.bR 1.vmw 1-1/4^-CMU C.2033. DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GLf TJM I SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.U. D015689 SHEET: OE 3 % PREPARED BY: 1 I BUILDING DROPS,INC. 391 E.NJdA BEACH Y\O.,SIE.331 DANA BEACH,R 330Bt PH'.1954)399 11478 MIA...*4h.b 3d.Prop.cum Is O.0 ti © mo o °dim ¢ W a.. ///////// // , x¢ co Q= // / o mea i ' � ~ v,2v,0 W mg O INTERIOR EXTERIOR EXTERIORpliM INTERIOR 0 O. tri 2 Q J Z; 0 ., 0g; -r © INTERIOR �I���j�� EXTERIOR (7 I: W �7 .r 9/A/I'I 0 CC W W 0 I. ..,, „, ,44- 1 OPERABLE HEAD C-1) OPERABLE SILL C.) OPERABLE SILLREMARKS BY DATE 4 OUTSWING SHOWN-INSWING SIMILAR INSWING OUTSWING Add MAEWant 1«3 G( 06/12/14 Reference DWG.1A010634A AM 09/0/19 EINSTAL1AT0Nk5 6ETADISCNMEHEREW ARE CEMNG NDAlAY WT AMER ACTUAL CMvigNf fp A SPECK PH Mm oITEP,E...NSIAI tAr. Of., MOM THE BEDUIN MEWS Ml AM ONE RE IN A LICENHO [IIGMt,1• .B✓:. R SIE SRC. ➢ll5 WNMENT 4fr$ .INTERIOR � EJ(TERIOR Q INTERIOR EXTERIORdIDP:` ,�: ® E_ ii IPM ./FS SSE .\ O5 OPERABLE ADA SILL T OPERABLE SILL 4 INSWING/OUTSWING 4 OUTSWING DATE: 02.05.14 OPTIONAL AFCO H-497 DWG. Y: CHK. Y: GL/TJM SS/MSS SCALE: NTS DWG.# D015689 SHEET: OF 9 4 cHINGE SCHEDULE PREPARED BY DOOR HEIGHT QUANTITY HINGE DETAIL AT JAMB: rs\ ` PLACE 49 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP 3 4 `\ BUILDING DROPS,INC. Ik� MIEE BEACH FILM,STE 33R MRN BEACH,FL MO. RI(.4)1,198473 tmM0 \\\\\\\\; !./.:.�•,/• WE9w.r.WYdryU.uP,.mm © \�\ JIIc;0. Q A `INIERK)R 0 �\� ` m¢ SS \\ / u i $ 1-119 X 2-1/2"PHILLIPS =R g mi 1 \t,... FLATHEAD WOOD SCREW O N m n LL �p �2 Q 3-89 X 3/4"PHILLIPS H 0 � EXTEROR EXTERK I, FLATHEAD WOOD SCREW O �7: 4-19 PHILLIPS FLATHEAD WOOD SCREW Z O W; ED USE 3/4"LENGTH FOR 6'-8"DOORS LD N4 USE 1"LENGTH FOR 8'-0"DOORS W W o 0 A CI MEETING STILE O3 HINGE JAMB = a° OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR w W< t g F= REMARKS BY DATE Add MW0-R.nE Lock GL 06/12/14 Reference DWG*40108341 AM 09/04/19 AEC MA,1.1 1.01.1 ACTUAL CONELIIEUIES RAE A A. VIE I,Erre CONOCromS CAUSE IRS I ELUTEDEE 10 MACE ln H liw.. Vicar {aouu+ r ; E 4-#8 X 1 3/8"PFH �S\%‘ X - .. 0:'''ii © 96 1-REINFORCEMENT PLATE HOPPE 825122 / . • 7 * . ``11 / dr^,__ I. . D9,-, `„4IDP. Q, - ' 1.111111=16 .!. ZYl/YI/3�i ____ O4 HOPPE MULTI-POINT LOCK TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY 02.05.14 3-88 8 2"PFH 13-88 X 1 3/8"PFH DATE: 1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) DWG DY. CHK. Y' 15-88X13/8"PFH GL JM SS/MSS DETAIL A5 UNITS) COMES WITH HARDWARE SCALE: NTS HOPPE MULTI-PT LOCK COMES FASTENING DWG.n: D015689 SHEET: OF9 5 1 PREPARED BY. n BUILDING DROPS,INC. 1"MAX. 1"MAX. 1"MAX. 1"MAX. 396 E.DN.BEA.ecw.SE.136 DAM Gua.r3 31004 3/4"AIRSPACE R3.19541399-6372 3/4"AIRSPACE 3/4"AIRSPACE L 31A, /4"AIRSPACE F.(954pµu36 INTERIOR 1 O /— wuewae9..,em INTERIOR I I O INTERIOR I i O % / INTERIOR I 1 O WEB'van* % / /�/, 1/8"TEMPERED GLASS 1 W i ��, 1/8"TEMPERED GLASS i Ili 1/8"TEMPERED GLASS N ; i m ��� 1/8"TEMPERED GLASS ,$ II SILICONE �+ SILICONE / / �^ / SILICONE � :•l m� 1 I SILICONEM j m p,T,,r/ 1 • BUTYL BUTYL 0 I BUTYL W: EXTERIOR EXTERIOR a'i;%', EXTERIOR EXTERIOR 1..- 11W g -m ED m o W Z2 p RE DI-SEAL REDI-SEAL REDI-SEAL O 2 L7 06'-8" GLAZING DETAIL O8'-0" GLAZING DETAIL 03 FLUSH GLAZE DETAIL Oq GLAZING DETAIL IZQy ZW. i 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.LO.WIDTH 6 23 7/8"MAX.131.0.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS - �n 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP./-50 PSF Q o 1 III���rT,lll r1" I 1 Wim) INTEROR • EXTERIOR i REMARKS BY DATE i 1/8"TEMPERED GLASS SEALANT S Add 66./16-Pdn1 aE 06/12/14 f . 1/8"TEMPERED GLASS rpt%'%1� `ALANT Reference DWG 44010834A AM 09/04/15 .:_. 14 NBTAfUTVJY MALL UlYMYO WREN 8i.lWMt 5,^ l: 6SITE 0^ROI ALLLECT ROW L v I CORD T95 uuucaarLAT o. *K C. N:1 DON995 MOWER OR .179.":; 3rnc STRUCTURAL `N\ R - 0, /j, SEALANT `� • •••,.• i� TGLAZING DETAIL OPTION ``�� '�Po'% 20 1/2"MAX D.L.O.WIDTH `* . * 78 1/2"MAX D.L0.HEIGHT 3-0X6-B-DP 50 'O S A OF O; 6-0 X 6-B-DP 50 C� • 1,07;;..4...11::::::= O . �/� ` 3-0X8-0-DP50 I� �� „P"•� ��� 6-0X8-0-DP 45 moi'S,'- A G NI c4SI E 'Rhb.1n>r DATE: 02.05.14 DWG. Y: CHK. Y: GL JM SS MSS SCALE: NTS DWG.a: D015689 NOTE: SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID.BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL /" WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED <6 ` IN ALL GLAZING DETAILS SHOWN ABOVE. 7. PREPARED BY. BUILDING DROPS,INC. 3.E.CF41/4 6E4411.tw..111.338 04144 MACK Ft 3Yp PM.(914)39341471 fU..19941344.4/30 WE..ww.001411*W,.wn $� -4 >$~SS O 2 8�gr_ z O g. 2%WOOD BUCK J.¢ J 1 Of mgo SILICONE WOOD ANCHOR 0 N rI SEE TABLE ON SHEET 2 ZO '- EDGE DIST. -�W �1/�/. WOOD ANCHOR MIN. i in .�Br l 0 0 SEE TABLE SHEET 2 F / SEE TABLE ON SHEET 2 1�T���1"i1 y t !I i:i!i���i:�!i.i.:4.+ o L z 0 i rF t.", iptii wail WJ lirE> , fJ W W W �r 111111 2X WOOD BUCK i F O ti �m. W 1 9y � Iy�� 2K WOOD BUCK .J'4 WEFT T iii 0.25" MIN. ti c N MAX. EDGE DIST. WOOD ANCHOR SHIM SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 MIN.EMBED. Add Muhl-Pant lack 51 0012/14 SEE TABLE SHEET 2 Reference DWG...010434A AM 09/04/19 CD HEAD (TYPICAL) O JAMB (TYPICAL) 3O OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING 114nr+nuu.xw(nwunY.mto 41.4..Ar eEK..I PACE, SEEL A DTI CONDO IONS CAD,TO.,4TATION TO°MATE OOED WOOD ANCHOR WOOD ANCHOR WOOD ANCHOR t"` LORIVi�ynSKASTAILED f.t11 K SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 `S\ 'x//72 SILICONE SILICONE SILICONE �%```� , • ;E O• '''/1 Wt i q � of .__. o I .. •' �O : ti Wit_O 20 WOOD BUCK W __ 2%WOOD BUCK ^* A 7 `�� ►� .` : P S A OF Lii ` 2%WOOD BUCK i O.t.'� • IDP'.: 44 MIN. ',/ •.us� G\ ��` EDGE DIST. �'Arf .y4 .i �S� v . MIN. MIN. SEE TABLE SHEET 2 i Wu i95. EDGE DIST. EDGE DIST. M SEE TABLE SHEET 2 SEE TABLE SHEET 2 44 OPERABLE SILL 05 OPERABLE SILL O OPERABLE SILL 7 OUTSWING 7 HIGH BUMP OUTSWING ADA SILL DATE. DWGV:02.05.1CH4 AFCO H-497 . K. Y: GLITJM SS/MSS SCALE NTS DWG.# D015689 SHEET: OF 9 ID OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. J • cPREPARED BY: BUILDING DROPS,INC. 398 E.DANIA BEACH KV,STE.338 DMA BEACH,FL 39004 R3:195.1399-8818 IAA;195A1>a.•38 WEB.Aro..wllM,eBBP..can FA ficF OZLA. md o 2Q2eaLE •CE g�50+ MIN. 1%WOOD BUCK p' m f i EDGE DIST. (OPTIONAL) CONCRETE ANCHOR o I" -,I SEE TABLE SHEET 2 G= '4V: SILICONE SEE TABLE ON SHEET 2 2 H • O Z f a • %/� CONCRETE ANCHOR .7�1 p Z W C? ••I,I'_� SEE TABLE ON SHEET ,e• �♦�,P'�11eigm.lW d mi- CONCRETE/ Ill • ' W w h Z q Ii MASONRY BY OTHERS z ti O U t1 OS• ' U 1 10 WOOD BUCK '• I A tii ��j//%/*/ //4 (OPTIONAL) E2 I MIN. H o N �.... . �'�3 H MAX. CONCRETE/ MASONRY EDGE DIST. •� SHIM CONCRETE ANCHOR SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 P_ CONCRETE/MASONRY BY OTHERS BY OTHERS A44 Mule-Point Lock GL 06/12/14 MIN.EMBED. SEE TABLE SHEET 2 Reference DWG.880108348 AM 09/04/19 ED HEAD (TYPICAL) O JAMB(TYPICAL) O3OPERABLE SILL pUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING TR voTALIAim DrANS 0c3aeL611004400G4-00C MO PAM NOT PERM AcNAE NNHONS FOP A SCEOFK srn IF f ADM THEE AEODPIB[NTSyDEyTAILE�HEREOF ALICENSED L NGWEIF OP DDCUME 4 'YI Mf LH LMKNiaFIC CONCRETE ANCHOR CONCRETE ANCHOR `IQ{�E SEE TABLE ON SHEET SEE TABLE ON SHEET ```,.Y, •••, O,//''i CONCRETE ANCHOR !Mae". — SEE TABLE ON SHEET 2 MIMI SILICONE . � � SILICONE �� ,•'•E �i d Y— t3W OW_ SILICONE W,, ..�.BFBBBBBB�, W t; \.• IQ Til N tt W W * •. 7 i;lir Dl w w ti zF is is S A OF • w CONCRETE/ E CONCRETE/ i-w CONCRETE/ 331 Mil MASONRY u, MASONRY u, MASONRY ''•pA ,,•SCJ"I ? BY OTHERSMIIIIIII BY OTHERSMill BY OTHERS '' �i NDG� ��� MIN. MIN. MIN. PIIIa F EDGE DIST. EDGE DIST. EDGE DIST. /I!'pltoloFl El°.19616 SEE TABLE SHEET 2 SEE TABLE SHEET 2 SEE TABLE SHEET 2 Oq OPERABLE SILL 5 OPERABLE SILL 6 OPERABLE SILL OUTSWING O HIGH BUMP OUTSWING O ADA SILL DATE: 02.05.14 AFCO H-497 DWG. Y: CHK. Y: GLITJM SS/MSS SCALE: NTS DWG.ft: D015689 SHEET: OF 9 ID OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM /•� EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. (}J( I BILL OF MATERIALS PREPARED BY. ` ITEM# DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 398 F.DA.8E801MIT,STE 334 1 FRAME HEAD/JAMBS LAMINATED VENEER � 08 Rx.1959)39.478 NN BEACH,FL LUMBER 3e*:13041334.4134 WF4:wr.CuxClne4rapscam COMPOSITE ASTRAGAL,ENDURA ULTIMATE HURRICANEiniiI,2 6063-76 ALUMINUM Q — (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) T $ 3 (NOT USED) - '8 FW-- cn¢O 4 THRESHOLD - 1-. 5 THRESHOLD - 4 V L. s— 6 1"O.A.IG TEMPERED NON-IMPACT GLASS - 1 F'acc 0 E' o C J m 7 AFCO H-497 THRESHOLD - 2 ill In 0 8 WEATHERSTRIP URETHANE FOAM& — 9®( 0 Z Z POLYETHYLENECc a Q 9 NON-COMPRESSION SHIM(025"MAX.THK.) COMPOSITE — M 2 an I 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD __ HANDLEZ 1 Ep q HEIGHT W LD I 11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD LU®moo Z I 12 410 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL k4 3 0 3i 0 FIC J a. 13 CONC./(MU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL n m W 0 = 0 14 BUTT HINGE(SEE SCHEDULE SHEET 5) - U 15 LOCK SERIES 4I STEEL �� REMARKS BY DATE 16 DEADBOLT SERIES 780 STEEL : Add Multi-0dnt Lock 61 06/12/14 HOPPE MULL-POINT HARDWARE HLS9000 b Reference DWG./A010834A AM 09/04/14 17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL ♦ '1 18 ODL LIPLITE KIT(NI) PLASTIC ` 19 FLUSH GLAZING LEG FIBERGLASS g F G.FIQ ;*,,N°'�Larow r•"""'"`uN"o SONS w�sL'"V,""C 20 ODL LIPLITE KIT(RADIUS LITES) PLASTIC i DWCu,neF ARCHIE w4u IXtFdY�cppxpptccyyr�nwrcIFR 21 FLAT LITE KIT ALUMINUM w.' \\\``• .�77i' 22 PU DOOR CORE - It. =$ 4 .... " �O '��i 23 ADA THRESHOLD - J .•��#E: ��O::: OFRAME HEAD/JAMBS O ENDURA ASTRAGAL O THRESHOLD0.63" I I S A OF VARIES,SEE BOM ABOVE ALUMINUM �— gT� • •IOP•r Ui`: ,,- „..i i//.y//�../�:// 0.06” 11 74.563" :I ' 4.56" O AFC() THRESHOLD O ADA SILL DATE: 02.05.14 7 23 DWG. V: CHK. Y: 5 THRESHOLD GL/TIM SS/MSS I .. •_4 Ln •'►•:. ,n „..c...-sr u� o. o\ SCALE: NTS ' DWG.#: D015689 L Ire +.1*..-���•� I �I 5.00" SHEET: OF 9 I--5.62" I 4.62" \.... 9 J