Loading...
HomeMy WebLinkAboutPLANSEN —aaI ' L j I` tli I W/Ex-249R ONLY tTF PLATES G No.67382 = it T TE OF as ,O� Yt R l O P:A 2 4x'Ilal llltaa s MOUNTING PLATE DETAILS MATERIAL 1/4- THICK PLUMINUM 4) )•DIA MNTG HOLF-S'FOR ANCHORS (REF ANCHOR SCHEDULE FOR OPTIONS & QUANTITY REQ'D) r RECESSED SOCKET 24 GA BACK t InMPJ [-' Y a 24 GA. BACK FACE B�DO IX-249R > . ST,LQC�+ �4 Compti E V' o CO (4) I DA MG HOIBSJOR ANCHORS (REF ANCHOR SCHEDULE FOR m nKe�►ewed II d e1 OPTIONS & OUANTITY REO'D) .BALLAsi JD FACE (4)f' MNTG: PIATE9 _01 Bc ev `Vi / Zoo BALLAST aca n' c It p v ` SECTION 'B-B' .. . 1 SCALE HALF U E LAMP B p-e REVISIONS DUALITE INC,— WILLIAMSBURG ❑H.ry SECTION 'A —A' o SGLE �� PREPARED FOR- "�•' '� o E $' AMPS: 1SO MODEL'J-O% 6'-Ol' SF/VM M8 ILLUM. SON WATTS: 100 ro x V.O.C. 900 SCALE- .1 T 2- a 1'-0' CHECKED Bn K FACE TRIM: As o/4- x 72 1/4• DATFi O/10/Da DRAWN B» OTL U.L LABEL: STD. SHEET ND, BOB DRAWING ND '384D General O Design is In accordance with the requirements of the Fla Bldg Cade Sth Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). © This englneering certifies only the structural integrity of those systems, components, and/or other construction explicitly Notes: specified herein.© Electrical notes, details,& specifications are provided by and are the sole responsibility ofthe electrical cormorant No electrical review has been performed and no certification of such is Intended. 0 Aluminum extrusions shall be 6063-T6, unless noted otherwise. 'I 34 GA. 1"m (4)(•OIA MG HOLES FOR ANCHORS (REF ANCHOR SCHEDULE FOR OPTIONS & QUANTITY REO'D) .(4)1' MNTG. P BALLAST x PH gEDILI1 8 ii( RCE ftv. Omsl � •I (])n3Tz/OMo uuP , I — — — — iIn Y - I I I II f 4 ELEVA'110 SCALE: t t/2' DRAIN AS 9 N0.6738i � •' T TE OF ///---(IW/EX-2aaR O� 0)END ONLY P )O4D 0% 3 MOUNTING PLATE DETAILS MATERIAL; 1/4' THICK AWMIMIN Mzam _,(4)INTERNAL MKTG. PUTES ' (4)'j'DI. MNTG HOLES FORANCHORS 1 (REF ANCHOR SCHEDULE FOR OPTIONS & QUANTITY REQ'D) CONCEALED FASTENERS ORATTACHNENTS ARE THE RESPONSIBUTY OF THE CONTRACTOROFIiEC0A0 j' RECESSED SOCKET i!I LAMP- ! FACE TWESC PUNS AND'ALL PROPOSED WORK ARE SUBJECT TO, ANY CORRECTIONS REQUIRED BY FIELD IAlSPECTOPS T4AT NARY BE NECESSAIRY IN MOM TO FAM PLY 6FLCCiilAPPLRL^, ,DLE CGri[. SECTION 'B—B' SCALE: HALF -SECTION "A —A' SCALE: HALF f ) AMPS: 1.50 i WARS: 1e0 V.O.C. so i I FACE TRIM: 35 3/e• . >z Vy U.L. LABEL: VD. GA BACK CTL 3940 General O Design Is in accordance with the requirements of the Fla Bldg Code Sth Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). 0 This engineering certifies tYDtes: specified herein. O Electrical notes, detalls,&specifications are provided by and are the sole responsibility ofthe electrical contractor. No electrical review has been performed and no ,• % I •••\\\1111I1 IIIIrff''' ��lP+� L.. , % ''GE.N .GAY Site Address: �SS •�� eaLs 6000 Orange Ave °a �®• 67382. Ft. Pierce, FL = _ •• STATE OF ' �P• reilrzu Ittlll lilt" C b 9w cn� R a t LL8 u 8 SCANNED _ m Sy N gLLm St tu f,;— a m a O g 0 :1 - m a v ANCHOR SCHEDULE O nv gnu CEO $11a1 QTY of EoG a o N WALLMATERIAL ANCHOR TYPE SPACING 1/4" THREADED RODS WITH MIN MIN (3) PER 2" EMBED IN ADHESIVE LTR/LOGO CONCRETE (3ksl) or 1/4" TAPCONS (OR EQUIV) WITH MIN (3) PER HOLLOW MASONRY 1.75" EMBED LTR/LOGO 1/4" EXPANSION ANCHORS WITH MIN (3) PER 2.5" EMBED LTR/LOGO 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN (3) PER LTR/LOGO 1/4" WOOD SCREWS OR MIN (3) PER (NO ACCESS BEHIND) TAPCONS, FULL EMBED LTR/LOGO METAL STUDS OR 914 METAL SCREWS TO MIN 189a MIN(3)PER METAL PANELS STEEL OR 0.090"ALUM LTR/LOGO HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN (3) PER (BLOCKING BEHIND) SOLID BLOCKING BEHIND LTR/LOGO .o 0 Alpo. mws n=$ u rnY a i?o cn❑ � N N 6 O Yg 2 WN E.. �gV AT"EQUIPMENT" CAPSULE, USEANYANCHOR Nip OPTION LISTED ABOVE: MIN (B) TOTAL General O Design is in accordance with the requirements of the Fla Bldg Code 5th Ed(2014)for use within& outside the High Velocity Hurricane Zone(HVHZ). O This englneering certifies onl the structural integrity of those systems, components,and/or other construction explicitly' Notes: specified herein. 0 Electrical notes,details,&specifications are provided by and arethe sole responsibility ofthe electrical contractor. No electrical review has been performed and no cerf cation of such is intended. 0 Aluminum extrusions shall be 6063T6, unless noted otherwise. Site Address: 6000 Orange Ave Ft. Pierce, FL CON HR6aCXUtlY Co � THr ;'�'- PL Ail$ AND ALL PROPOSED VisOFNt AR° SUBJECT TO ANY COPREC T ICHS REQUIRED BY FIELD INSPECTORS THAT EIAY BE NECESSARY fN ORIMN TO COMPLY' V/rI H ALL AIPPLICAUIE CODER. :HEDULE r—_—_, WALL MATERIAL I ANCHOR TYPE SPACING 1/4" THREADED RODS WITH MIN MIN (3) PER 2" EMBED IN ADHESIVE LTR/LOGO CONCRETE (3ksi) or 1/4" TAPCONS (OR EQUIV) WITH MIN (3) PER HOLLOW MASONRY 1.75" EMBED LTR/LOGO 1/4" EXPANSION ANCHORS WITH MIN (3) PER 2.5" EMBED LTR/LOGO 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN (3) PER LTR/LOGO 1/4" WOOD SCREWS OR MIN(3)PER (NO ACCESS BEHIND) TAPCONS, FULL EMBED LTR/LOGO METALSTUDS OR #14 METAL SCREWS TO MIN 18ga MIN (3) PER METALPANELS STEEL OR 0.090"ALUM LTR/LOGO HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN (3) PER (BLOCKING: SOLID BLOCKING BEHIND LTR/LOGO AT "EQUIPMENT" CAPSULE, USE ANY ANCHOR T OPTION LISTED ABOVE: MIN (8)TOTALJ General O Design is in accordance with the requirements of the Fla Bldg Code Sth Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). O This engineering certifies only the structural integrity Of those systems, components, and/or other construction explicitly ,Notes: specified herein. O Electrical notes, details, &specifications are provided by and arethe sole respunsibilltyofthe electrical contractor.Noelectdwl review has been performed andnocert cation ofsuch is Intended. 0Aluminum extrusions shall be 6063T6, unless noted otherwise. TYP CABINET CONTRACTOR COP Site Address: . 6000 Orange Ave Ft. Pierce, FL E No.67382 jGANNED BY St. Lucie County = 9 • STATE OF �''<ss�ONA1:El, THESE PLANS AND ALL PROPOSED YdOM ARE SUMECT TO ANY COP.RECTIONS REQUIRED BY FIELD INSPECTORS THAT PRAY BE NECESSARY IN ORDER TO COMiMf WITH ALL APPLICAF3LE COM5. 0 'G Ice .ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT - - MUST BE KEPT ON JOB OR .NO INSPECTION WILL BE MADE ANCHOR WALL MATERIAL ANCHORTY - SPACING . 1/4"THREADED Rb941WITH MIN MIN (6) - 2":EMBED IN ADHESIV TOTAL CONCRETE(Usi) or 1/4" TAPCONS(OR EQUIV) _ MIN (6) HOLLOW MASONRY 1.75"EMBED. TOTAL 1/4" EXPANSION ANCHORS WITH IN (6) 2.5" EMBED TO 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN (6) TOTAL ..1/4" WOOD SCREWS OR. MIN(8). .(NO ACCESS BEHIND) TAPCONS, FULL EMBED TOTAL METAL STUDS OR #14 METAL SCREWS TO MIN 189a MIN (6) METALPANELS STEEL OR 0.090"ALUM TOTAL HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN (6) (BLOCKING BEHIND) SOLID BLOCKING BEHIND TOTAL - General O Design is in accordance with the requirements of the Fla Bldg Code Sth Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). © This engineedng certifies only the stria uml integrity of those systems, component, and/or other construction explicitly 'Notes: specified herein. 0 Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no cend cation of such is Intended. 0 Aluminum extrusions shall be 6063-T6, unless noted otherwise. .11w1 I'vivo `REQUIRED BY FIELD INSPECTORS THAT WAY BE NECESSAI.'Y IN ORDER TO COMPLY VJITH ALL APPLFCAE LE Coma. /ST. LUCtE COUNTY ® BUILDING DIVISION REVIEWED FOR COMPLIA !"=VIEI'l'CG PY MUST RE KEPT ON J B OR ) INSPECTION WILLfSE MADE � 1 1 1 1 , 1 , 1 , I , . 1 J� � &ABINET BY St. Lucie County 1 , 1 , L_____________._______—_— Site Address: 6000 Orange Ave Ft. Pierce, FL MIA. SETBACK RELY"l FRONT SIDES _ REAR ANCHORSCHEDULE In W � MM 0 ro n 0 _M �^ z o r WALLMATERIAL ANCHOR TYPE SPACING' 1/4" THREADED RODS WITH MIN MIN (6) 2" EMBED IN ADHESIVE TOTAL CONCRETE (3ksi) or 1/4" TAPCONS (OR EQUIV) WITH MIN (6) HOLLOW MASONRY 1.75" EMBED TOTAL 1/4" EXPANSION ANCHORS WITH MIN (6) 2.5" EMBED TOTAL 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN TOTAL 1/4"WOOD SCREWS OR MIN(B) (NO ACCESS BEHIND) TAPCONS, FULL EMBED TOTAL METALSTUDSOR 914 METALSCREWSTO MIN Saga - MIN (6) . METALPANELS STEEL OR 0.090"ALUM TOTAL HOLLOW WALL 1/4"THRUBOLTS OR LAGSTO MIN (6). (BLOCKING BEHIND) SOLID BLOCKING BEHIND TOTAL oeneral O Design is In accordance with the requirements of the Fla Bldg Code 5th Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). © This engineering certifies only the structural lntegriryry of those systems, components, and/or other construction explicitly YNotes: specified herein. 0 Electrical notes, details, & specifications are provided by and are the sole responsibility ofthe electrical contractor. No electrical review has been performed andnocerti ycation of such is intended. 0 Aluminum extrusions shall be 6063T6, unless noted otherwise. \\\\IIIIII Ig11 �. Site Address: $�.••`,xCENSF, 6000 Orange Ave No. 67382 Ft. Pierce, FL STATE OF OR I "�1111100 0 0 ANCHOR SCHEDULE r WALL MATERIAL ANCHOR TYPE SPACING 1/4" THREADED RODS WITH MIN MIN (3) PER 2" EMBED IN ADHESIVE LTRAOGO CONCRETE (3ksi) or 1/4" TAPCONS (OR EQUIV) WITH MIN (3) PER HOLLOW MASONRY 1.75" EMBED LTR/LOGO 1/4" EXPANSION ANCHORS WITH MIN (3) PER 2.5" EMBED LTRAOGO 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN (3) PER LTR/LOGO 1/4"WOOD SCREWS OR MIN(3)PER (NO ACCESS BEHIND) TAPCONS, FULL EMBED LTR/LOGO. METALSTUDSOR 414 METAL SCREWS TO MIN 18ga MIN(3)PER METAL PANELS STEEL OR 0.090"ALUM LTR/LOGO HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN(3)PER (BLOCKING BEHIND) SOLID BLOCKING BEHIND LTR/LOGO AT"EQUIPMENT" CAPSULE, USE ANY ANCHOR OPTION LISTED ABOVE: MIN (8)TOTALJ 0.5 9_a O rse U U 3NN �>o 6}neral O Design is in accordance with the requirements of the Fla Bldg Code 5th Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). O This engineering certifies on ty the structural integrity of those systems, components, and/or other construction explicitly Notes: specified herein. 0 Electrical notes, details, & specifications are provided by and are the sole responsibility ofthe electrical Contractor. Noelectrical review has been performed and no certification ofsuch is intended. 0 Aluminum extrusions shall be6063-T6, unless noted otherwise. • I 1 �I I jl I I I 1 �� 0asy_1-31011: 1 �� 1 1 'I 1 iI 1 � 1 II 1 I IL. - - - - - - - - - - - - - - - - - - - - - - - - a i I `�„(ttt111 111AIII °S , Site Address: ��CENSF 60DO Orange Ave N0. 67382 Ft. Pierce, FL — 0®STATE OF '. ,p P F�OR1� rl rrltllllsltttsa ANCHOR SCHEDULE QTY or WALL MATERIAL I ANCHOR TYPE SPACING. 1/4" THREADED RODS WITH MIN MIN (6) 2" EMBED IN ADHESIVE TOTAL CONCRETE (3ksl) or 1/4" TAPCONS (OR EQUIV) WITH MIN (6) HOLLOW MASONRY 1.75" EMBED TOTAL 1/4" EXPANSION ANCHORS WITH MIN (6) 2.5" EMBED TOTAL 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN (6) TOTAL (NO ACCESS BEHIND) 1/4" WOOD SCREWS OR MIN(8) TAPCONS, FULL EMBED TOTAL METAL STUDS OR #14 METAL SCREWS TO MIN 18ga MIN (6) METAL PANELS STEEL OR 0.090" ALUM TOTAL HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN (6) (BLOCKING BEHIND) SOLID BLOCKING BEHIND TOTAL Of C a a inn e A EW c a.l .1 EBLi Eoo �NN V>z i Comeral O Design is in accordance with the requirements of the Fla Bldg Code 5th Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). O This engineering certifies only the structural Integrity of those systems, components, and/or other construction explicitly Notes: specified herein. 0 Hectrlcal notes, detalls,& specifications are provided byand are the role responsibility of the electrical contractor. No electrical review has been performed and no certlflcation of such is lntendded. 0 Aluminum exwslons shall be 6063-T6, unless noted otherwise.