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HomeMy WebLinkAboutCONSTRUCTION PLANfl hflMUffl(TUPlH ffl(l[TT fOP*0 StflcoflST CURB flDflPTtPS d CUPbSy LL(o s MI IN WM�-M UptvIflTIOnS ABV ABOVE AFCI ARC FAULT CURRENT INTERRUPT AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BF. BI FOLD B.P. BI PASS BLK. BLOCK BLW. BELOW BRG. BEARING BTM. BOTTOM CLG. CEILING CLR CLEAR CMU CONCRETE MASONRY UNITS COL. COLUMN GONG CONCRETE CSMT. CASEMENT DBL. DOUBLE DIA. DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE EXT. EXTERIOR F.B.G. FLORIDA BUILDING CODE F.R. FIRE RATED FIR FRENCH DOOR FIN. FINISHED FL. FLOOR G.T. GIRDER TRUSS GA. GAUGE GALV. GALVANIZED P.T. PRESSURE TREATED GFCI GROUND FAULT CURRENT INTERRUPT PART-N. PARTITION GL. GLASS PKT. POCKET GWB GYPSUM WALLBOARD PLYWD. PLYWOOD GYP. BD.GYPSUM WALLBOARD PR PAIR HGT. HEIGHT RO. ROUGH OPENING HP& HOOPS R4SH RACK AND SHELF HR HOUR S.C. SOLID CORE HS HORIZONTAL SLIDING SCsD. SLIDING GLASS DOOR HVHZ HIGH VELOCITY HURRICANE ZONE SF SQUARE FOOT INS. INSULATION SH SINGLE HUNG INT. INTERIOR SMS SHEET METAL SCREWS LG. LONG S.S. STAINLESS STEEL LIN. LINEN ST. STIRRUPS LT. LIGHT STL. STEEL L.T. LAUNDRY TUB SW SWITCH M.C. MEDICINE CABINET S.W.O.T. SI-EARWALL OVERTURNING FORCE M.E. MATCH EXISTING TEMP. TEMPERED M.R.H. MEAN ROOF HEIGHT T.B. THROUGH BOLT M.T. METAL THRESHOLD T.O. THROUGH OUT MAX. MAXIMUM TD.B.B. TOP OF MASONRY BOND BEAM MFR. MANUFACTURER T.O.PL. TOP OF WOOD PLATE MICRO. MICROWAVE T.O.tI5. TOP OF TIE BEAM MIN. MINIMUM TYP. TYPICAL M.O. MASONRY OPENING U.O,N. UNLESS OTHERWISE NOTED MONO. MONOLITHIC UL UNDERWRITERS LABORATORIES MTL. METAL U.C. UNDER COUNTER N.I.C. NOT IN CONTRACT V.I.F. VERIFY IN FIELD O.H.D. OVER HEAD DOOR WA. WEDGE ANCHORS O/C ON CENTER W/ WITH PLF. POUNDS PER LINEAR FOOT WC WATER CLOSET P.S.F. POUNDS PER SQUARE FOOT WD. WOOD PS.I. POUNDS PER SQUARE INCH HST fLfVflTIOn fLOPIDfl bUILDIN ODf 2014 W/ FLORIDA FIRE PREVENTION CODE 2012 WIND SPEED = I60 MPH V CULT), 124 MPH V (ASD) CONSTRUCTION TYPE: IIIB, UNPROTECTED, SPRINKLERED RISK CATAGORY - II MIXED USE - F-I EXPOSURE C ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - Gcpf • 0.18 MEAN ROOF HEIGHT = 19'-4' PPOJfG IVA Cl COVfR Sflfff fll.0 OVEPOLI fLC OP PLfln 111.1 fnLfiKtD fLOOR P011,1103, SMDULfS fl1.2 LOM1116 DOCK PLfln flIlD DfTUIIS fl1.5 flnIA SCflfDULf 1111.4 DOOR, WInDOW 6 NflP00M ffffflOUS 11.5 Wlf(TfD OHIO, ND HIT SflffTY PLfln 114.0 fLfVflTIOnS 113.0 SfCfIOnS 114.0 SfCTIOnS S1.0 FOUnDlITIOn PLfln S1.2 f0=11TIOn DUMB S4.0 fRUMIUG PLfln S3.0 Dff% S4.0 11015 MD MORES POI PLUM6I110 GfntPflL nOTfS P02 PL ANN DfiflIB P03 PLUM61fIG GfnfUL SPNNIMOIS PO4 PLUM15IN OVfRULL PLfln P05 PLUM fnf 6fD OfflCf Plfln P06 PLILAM0 RIM A01 WWII GfntHL nOTES M02 MKflflnICBL SflfDULfS M03 MfCflfl11101 GfnfALSPf4flCflTIOnS A04 MfCI111110L NNE M05 AtCflflnlCflL AnTILflTIOn PLfln M06 MfCflflnl(fL fnlflM Off lCf PLfln EO.1 flfCTRICflL MOTES, SCflfDULfS E1.1 Slit MOPICflL PLfln f4.1 ftfCTRICIL OVfINLL PLfln f4.Y fJ(TPICf I fnLflKfD OfflCf PLfln 5.1 ILIGPICflI OVfDELL UGfl M PLfln f3.2 MGPICflL MMINfD OffICf MATInG PLfln f4.1 MGPICBL Pflnfl. SOME SCALE: 1/0' = V-0' ST. LUCIE COUNTY FI DISTRICT FIRE MARSHALS OF REVIEWED AND APT D REVIEWED BY: DATE: I I,,, k 0 THESE PLANS AND ALL PROPOSED %VOROt ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS TI#AT ~' MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLtCADLE CODES. PLAN DATE: MECH: DATE. (OVfP SflffT CONSTRUCTION � CORPORATION 772-461-8335 LIC. CCCO13084 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA bPflSSfUP ►N DPObOT flPChITfQS, PA 444 DfliURfl SiRffT Svlif 311 WEST PIII [A DfflCfl, fLOP IDII 33401 (0)561-820-8088 (0 561-820-8089 WWW.6RflSSfURfltlDDRODOT. COM flR 0017698 flR 94843 IM15 60164 IlCf Pb 67673 flB46001461 LJ Ll-- WON 0 w L" 9 I 0 SHLfD 6T: ® JfffPET D. 61ASSfUR - flR 0017698 O ASOn P. DPODOT - flR 94843 JO6 #: 17-008 MR: 9-18-17 DfSl6nfD DT: )DD DRflfffD DT: 1DD CflfCKfD 5T: 1Db RLYISIOnS: @1— (I �II 230'-0' 15'-0' 1'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-O' 25'-0' 15'-0' 1-4' 4 -0' OL, 12'-a' 2--a' -- 10'-10' '-4' 10'-10' 15'-0' 2, OCR @ a� l FE-2 FE-2 FE-2 I FE-2 �p TRAVEL DISTANCE • 94' 9 X ALLOW. = 250' bRflsstuP 1 1 e f} �n I s DRObOT a ' I A flQUITfQS, PA i F I FE-2 E-2 444 DfliURfl SiRffT - SUITE 311 9 i 9 WEST Pfl1A 6fflCfl, fIORIDfl 33401 (0)561-820-8088 (f)561-820-8089 @ I WWW.5Rfl5SIUQ011DDRODOT.00h flR 0017698 flR 94843 UC9R6 601 64 UC11R6 67673 Ufl 26001461 p0 I �Q I a CC J I O Q � 1 db I I J rrl MflnufflCTURIno _ oc o S110p I �-- a>- o EMERGENCY I ~ Cf� CD EYE WASH I U DC w 5' THICK CONCRE SLAB REINFORCED W/ 6 6tj Off�CfS W2.1XW2.1W.WP.4 1 05 CONK EDGE , bflWOOMS - FE 2 bRMWOOM I „ �� Lu e cr—_ v 2 ' z� FE-2 30 I - T � a o ®]fffRfT D. 61XISSTUR - flR 0017698 ❑ 1flSOtl P. DkODOT -flR 94843 I @ I \\ll iii ui I FE-2 I pE_2 ® JO6 #: 17-008 ' 918 DTSIGIIfD 6T: JDb - - - ° Q ° O O ° O _ . DlAfIfD 6T: JDD ' 0' 5' 0' 0'I 6'-10' 0 10'-4' —0' 5'-1' —0 5'—®' -0 8' S' -- —6' 9'— —0 4'-10' —0 �'-0' —0 5'—I' — Ito 6 —6 4 0'-6'._ I, 5 10'_6' I 6'— 12 -6 5 —9 2 2 15 —0 2'—b' 1'-4' \� 1'-10' \ I'-2' 2'-0' I' T I \ 2'-S' —f CtlfCKfD 6T: ]D6 -------------------- D VISIOflS: cq TRUCK WfLL 0 THESE PLANS AND ALL PROPOSED WORN ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORD2M TO �. CO iPLY WITH ALL APPUCAUE CODES. non (90f: 0 PfLOOR pLfln CONSTRUCTION CORPORATION SCfl�f: 1/8 - 1-0 772-461-8335 LIC. CGC013084" = " POST OFFICE BOX 186 • FT. PIERCE • FLORIDA PPO]fG DR COVERED ENTRY: 255 S.F. OFFICE AREA: 3680 SF. MANUFACTURING AREA: 26220 S.F. COMPRESSOR ROOM AREA- 140 S.F. TOTAL AREA: 30295 SF. OCCUPANCY LOAD MANUFACTURING AREA (F-I). 26220 Sr-. 1/100 = 262 OCCUPANTS OFFICE AREA (Bh 3680 S.F. 1/100 = 31 OCCUPANTS TOTAL OCCUPANTS = 299 nOn-SfPflRflTfD OCCUPfln(Y ALLOWABLE AREA F-1 OCCUPANCY - 15,500 S.F. + 300% = 62,500 SF. THIS BUILDING IS TYPE 2-5 (UNPROTECTED, SPRINKLERED) PER THE FLORIDA BUILDING CODE 2014 EDITION THE OCCUPANCY IS MIXED USE INCLUDING: F-I FACTORY INDUSTRIAL AND B BUSINESS. THIS BUILDING IS DESIGNED AS A MIXED USE NON -SEPARATED OCCUPANCY EDC ENGINEERING AND SURVEYORS LB 08MO IR9250 SW VILLAGE PARKWAY, SUITE 201 PT. ST. LUCIE, FL 34SO1 PH. 012) 462-2455 Wfl LL SC11ME � /� � T✓•IIC1d L STEEL S.UDID' G.W5. DS ® 16' O.C. ON 8' C.M.U. NOMINAL 5/8' GLl.5. BOTH SIDES, ON 2X4 OR 2X6 STL. STUD FRAMING ® 16' O.C. W/ INSULATION AS SHOWN ON SECTIONS 4' OR 6' NOMINAL ........ .. DOOR flnD flnlStl nOTfS : U HOLLOW METAL DOORS SHALL BE GALVANIZED WITH FACTORY PRIMER. 2) HOLLOW METAL DOORS SHALL BE 18 GAUGE WITH 16 GAUGE FRAME 3) PERSONNEL DOORS, FRAMES, BOLLARDS, AND OTHER EXTERIOR EXPOSED STEEL SHALL RECEIVE 2 COATS PITTSBURG "1-814 GLOSS ALKYD ENAMEL OVER FACTORY PRIME 4) ITEMS NOT FACTORY PRIMED SHALL RELIEVE I COAT OF PITTSBURGH %-208 OR %-212 PRIMER 5) ALL EXTERIOR EXPOSED CONCRETE BLOCK STUCCO AND CONCRETE SHALL RECIEVE 1 COAT PITTSBUR3P 04-503 PERMA-CRETE PRIMER W/ 2 COATS PITTSBURGH SUNPROOF +12-LINE ACRYLIC HOUSE PAINT. TINT EACH COAT SEPARATELY TO FINAL FINISH COLOR (p) ALL NEW FLOOR SLABS SHALL BE COATED WITH DISSIPATING CURING COMPOUND WHEN SLAB HAS HARDENED ENOUGH TO PREVENT MARRING. APPLY IN ACCORDANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS. 1) ALL INTERIOR DRYWALL PARTITIONS AND CEILINGS SHALL RECEIVE 2 FINISH COATS PITTSBURGH %-411 LOW LUSTER LATEX ENAMEL OVER I COAT PITTSBURGH %-2 PRIMER. 8) METAL BUILDING INSULATION SHALL BE FACED WITH ALPHA -TEMP (SCRIM BASE) VRP-3. VRR+ 9) ALL DOORS BETWEEN THE EQUIPMENT STORAGE AND OFFICES SHALL WEATHER STRIPPING. J �T " SCRUB HI -LOW ICE SINK DRINKING MACHINE F7^ FOUNTAIN 26 25 ic FtXflflUST In tlOTf: TO PREVENT AIR INFILLTRATION INTO THE AIR CONDITIONED ADMINISTRATION AREAS. fQUIPMfnT LIST BTEEL LOGKERB 1) STEEL LOCKERS SHALL BE AS MANUFACTURED BY PENCO PRODUCTS OR EQUAL 2) LOCKERS SHALL PENCO VANGUARD MODEL DOUBLE TIER, 12' WIDE X 21' DEEP X 12, HIGH. 3) LOCKERS SHALL BE MANUFACTURER'S STANDARD DESIGN AND SHALL BE PROVIDED INSTALLATION. 4) FINISH SHALL BE MANUFACTURER STANDARD WITH COLOR AS SELECTED BY OWNER WITH COLOR AS SELECTED BY OWNER NOTE: MEDART SHALL BE AN ACCEPTABLE ALTERNATE CASEWORK ALL CASEWORK SHALL BE 3/4' SANDED PLYWOOD WITH 1/1(o' MICA LAMINATE COVERED EXTERIOR EXPOSED SURFACES. ALL INTERIOR SURFACES SHALL RECEIVE V32' MICA LAMINATE. TOILET PARRTITIONS 1) TOILET PARTITIONS SHALL BE MARINE GRADE PLYWOOD W/ I/I6' MICA LAM COVERING 2)TOILET PARTITION HARDWARE SHALL BE STAINLESS STEEL. 4' It'-6' U a 0 SITE LOUTIOn MOP INDUSTRIAL AVE. 3 SITE r 3 z n INDUST. 25TH St. N (NOT' SCALE) PRODUCT RfVIfW flfflDflVIT NOTE: APPROVED ALTERNATES ARE ALLOWED AS LONG AS THEY MEET OR EXCEED THE DESIGN SPECIFICATION HERE SHOWN PRODUCT: OPENING RATED MANUF. MODEL PRODUCT GLASS METHOD OF ATTACHMENt DES- PRESS DES. PRESS. NUMBER APPROVAL NUMBER TYPE WINDOW +382, -41.1 +/-851d PGT PW-3020 LMI NOA-12-0516.05 AW Y4 TAPCONS (MIN. IS' IMBED INTO LAM. P.T. WD. BUCK) O 12' O/C. MAX. AND 6' MAX. FROM ENDS H.M. SWING +411 -513 V-65.0 GENSTEEL GENSTORM NOA-12-022332 _ Ya ' TAPCONS (MIN..15' IMBED INT DOORS H.M. BUCK) ® 12' O/C. MAX. AND 6' MAX. FROM ENDS STOREFRONT +411, -513 +/-650 KAWNEER 350-IR-LMI NOA-14-0602.01 z% )4' TAPCONS (MIN. lb' IMBED INTO DOOR LAM. P.T. WD. BUCK) ® 12' O/C. MAX. AND 6' MAX. FROM ENDS O.H. +35B, -393 +/-40.0 OVERHEAD 610-OHD-CO FL-15918.1 Ya ' X 1 Yn' SELF DRILLING SCREWS DOOR DOOR CO. (IMBED INTO MTL. BUCK) • S' O/C. MAX. AND 8' MAX. FROM ENDS METAL +452, -59.1 +/-120.0 CON- - NOA-14-102I.12 _ Ya' X 014 X 1' STEEL CREW LOUVERS STRUCTION ANCHORS SELF DRILLING SPECIAL- SCREWS (3/4' MIN. IMBED INTO TIES STEEL FRAMING) 0 8' O/C. MAX. AND 4' MAX. FROM ENDS STANDING +34.1, -283 V-100B METAL METAL METAL CONNECTION BY METAL BLDG. SEAM BLDG. MANUF. METAL ROOF MANUF. METAL NA NA METAL METAL METAL CONNECTION BY METAL BLDG. SIDING BLDG. MANUF. IMANUF. MDOWS Offl(f ❑ lie 0 OPfn OfflCf 0 102 I I GLASS LITES IN 14-4. PARTITION tt \ 'II Lobby ill l i� n, C❑ III❑D III❑D I I Im1 — III III II 4' II II Ij II 0 COVfPfD fMT 0 ra n C u bRflSSfUP 6 DPObOT N(fliffQS, PA 224 DflTUV STREET - SUITE 311 WEST PfLM SffiCU, fLORIDfl 53401 (0)561-820-8088 (0 561-820-8089 WWW.5QfSSfURUtlDDR050T.COM flR 0017698 AR 94845 UCflR6 601 64 UCORD 67673 flfl 26001461 J �f! 0 0 oc L~ v v V1 4— v V1 `� L � �O toon 0 I ROOF PLfln CONSTRUCTION COR�-,ng SCflTf:1/4"=IT'POST 772-461-8335 OFFICE BOX 186 • LIC. CGC013084 FT. PIERCE • FLORIDA w Q CY O a 04 SHE V: ® IffTRfT D. bOSSEUR - flR 0017698 ❑ 111011, D1060T -flR 94845 I lob #: 17-008 MR: 9-18-17 DfSIGnED 5T: ID6 D&TED DT: )Db CflfCKfD 6T: )Db DvISIOnS: @---of: PPO I DflTfl bUILDIN flPtflS COVERED ENTRY: 255 S.F. OFFICE AREA: 3680 SF. MANUFACTURING AREA: 26220 SF. COMPRESSOR ROOM AREA: 140 S.F. TOTAL AREA: 30295 SF. OCCUPANCY LOAD MANUFACTURING AREA (F-1): 26220 S.F. 1/100 - 262 OCCUPANTS OFFICE AREA (B): 3(o80 SF. 1/100 - 31 OCCUPANTS TOTAL OCCUPANTS - 299 nOMIPMRD OCCUPRCY ALLOWABLE AREA F-I OCCUPANCY = 15,500 SF. + 300% = 62,500 S.F. THIS BUILDING IS TYPE 2-5 (UNPROTECTED, SPRINKLERED) PER THE FLORIDA BUILDING CODE 2014 EDITION THE OCCUPANCY IS MIXED USE INCLUDING: F-I FACTORY INDUSTRIAL AND B BUSINESS. THIS BUILDING IS DESIGNED AS A MIXED USE NON -SEPARATED OCCUPANCY SI1f InfORMflTIOn EDC ENGINEERING AND SURVEYORS LB "8098 10250 SW VILLAGE PARKWAY, SUITE 201 PT. ST. LUCIE, FL 34951 PH. (112) 462-2455 U J SCRUB HI -LOW ICE SINK DRINKING MACHINE FOUNTAIN L—— 2-COMP SIG 'v FRIG. ••• U.C. FRIG. DflnfllS OfflCf 113 16'-4' Wll SCflME gECTION A�$SEMBLY WALL THICKNESS 5/8' G.W.B. ON R II FOIL INSUL. 4 3 V STEEL STUDS ® IV O.C. ON 8' CM-U. 8' NOMINAL r J1J u�w utul 1 5/8' G.W.B. BOTH SIDES, ON 2X4 OR 2Xro STL. STUD FRAMING 0 16' O.C. W/ INSULATION AS SHOWN ON SECTIONS 4' OR 6' NOMINAL - - - DOOR flnD flnlSfl nOTfS U HOLLOW METAL DOORS SHALL BE GALVANIZED WITH FACTORY PRIMER 2) HOLLOW METAL DOORS SHALL BE 18 GAUGE WITH 1Fi GAUGE FRAME 3) PERSONNEL DOORS, FRAMES, BOLLARDS, AND OTHER EXTERIOR EXPOSED STEEL SHALL RECEIVE 2 COATS PITTSBURG W1-B14 GLOSS ALKYD ENAMEL OVER FACTORY PRIME 4) ITEMS NOT FACTORY PRIMED SHALL RECIEVE 1 COAT OF PITTSBURGH %-208 OR %-212 PRIMER 5) ALL EXTERIOR EXPOSED CONCRETE BLOCK, STUCCO AND CONCRETE SHALL RECEEVE 1 COAT PITTSBURGH 04-503 PERMA-CRETE PRIMER W/ 2 COATS PITTSBURGH SUNPROOF 012-LINE ACRYLIC HOUSE PAINT. TINT EACH COAT SEPARATELY TO FINAL FINISH COLOR 6) ALL NEW FLOOR SLABS SHALL BE COATED WITH DISSIPATING CURING COMPOUND WHEN SLAB HAS HARDENED ENOUGH TO PREVENT MARRING. APPLY IN ACCORDANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS, 1) ALL INTERIOR DRYWALL PARTITIONS AND CEILINGS SHALL RECEIVE 2 FINISH COATS PITTSBURGH %-411 LOW LUSTER LATEX ENAMEL OVER I COAT PITTSBURGH %-2 PRIMER 8) METAL BUILDING INSULATION SHALL BE FACED WITH ALPHA -TEMP (SCRIM BASE) VRP-3. VRR+ 9) ALL DOORS BETWEEN THE EQUIPMENT STORAGE AND OFFICES SHALL WEATHER STRIPPING. 52 MET ffln HOT 1) BALENCE AIR IN EQUIPMENT STORAGE AREA TO MAINTAIN A SLIGHT NEGATIVE TO PREVENT AIR INFILLTRATION INTO THE AIR CONDITIONED ADMINISTRATION AREAS. STEEL LOCKERS 1) STEEL LOCKERS SHALL BE AS MANUFACTURED BY PENCO PRODUCTS OR EQUAL 2) LOCKERS SHALL PENCO VANGUARD MODEL DOUBLE TIER, 12' WIDE X 21' DEEP X -12' HIGH. 3) LOCKERS SHALL BE MANUFACTURER'S STANDARD DESIGN AND SHALL BE PROVIDED INSTALLATION. 4) FINISH SHALL BE MANUFACTURER STANDARD WITH COLOR AS SELECTED BY OWNER WITH COLOR AS SELECTED BY OWNER NOTE: MEDART SHALL BE AN ACCEPTABLE ALTERNATE CASEWORK ALL CASEWORK SHALL BE 3/4' SANDED PLYWOOD WITH 1/16' MICA LAMINATE COVERED EXTERIOR EXPOSED SURFACES. ALL INTERIOR SURFACES SHALL RECEIVE 1/32' MICA LAMINATE. TOILET PARTITIONS 1) TOILET PARTITIONS SHALL BE MARINE GRADE PLYWOOD W/ 1/16' MICA LAM COVERING 2) TOILET PARTITION HARDWARE SHALL BE STAINLESS STEEL. 14 \ 4' E SITE LOUTIOn MOP INDUSTRIAL AVE. 3 SITE V% N = z F- cr. INDUST. 25TH ST. N N Q :z (NOT TO SCALE) PRODUCT RfVIfW flfflDflVIT NOTE: APPROVED ALTERNATES ARE ALLOWED AS LONG AS THEY MEET OR EXCEED THE DESIGN SPECIFICATION HERE SHOWN PRODUCT: OPENING RATE MANUF. MODEL PRODUCT GLA55 METHOD OF ATTACHMENT DES. DES. NUMBER APPROVAL TYPE PRESS" PRESS. NUMBER WINDOW +382, -41J +/-SBD PGT PW-3020 LMI NOA-12-0516.05 7i6' Yi TAPCONS (MIN. 15' IMBED INTO LAM. P.T. WD. BUCK) 0 12' O/C. MAX. AND 6' MAX. FROM ENDS H.M. SWING +411 -513 +/-65.0 GENSTEEL GENSTORM NOA-12-022332 _ Ya' TAPCONS (MIN..15' IMBED INT DOORS H.M. BUCK) a 12' O/C. MAX- AND 6' MAX. FROM ENDS STO FRONT +41.1, -513 +/-65Z KAWNEER 350-IR-LMI NOA-14-0602.01 LAM Ya' TAPCONS (MIN. 15' IMBED INTO DOOR P.T. WD. BUCK) A 12' O/C. MAX. AND rc' MAX. FROM ENDS O.H. +358, -393 V-40.0 OVERHEAD 610-OHD-CO FL-15918.1 Ya' X 1 Ya' SELF DRILLING SCREWS DOOR DOOR CO. (IMBED INTO MTL. BUCK) 0 8' O/C. MAX. AND 8' MAX. FROM ENDS METAL +452, -59.1 V-120.0 CON- - NOA-14-1021.12 Ya' X 014 X 1' STEEL CREW LOUVERS STRUCTION ANCHORS SELF DRILLING SPECIAL- SCREWS (3/p MIN- IMBED INTO TIES STEEL FRAMING) 0 8' 0/0. MAX. AND 4' MAX. FROM ENDS STANDING +34.1, -283 +/-1085 METAL METAL METAL _ CONNECTION BY METAL BLDG. SEAM BLDG. MANUF. METAL ROOF MANUF. METAL NA NA METAL METAL METAL _ CONNECTION BY METAL BLDG. SIDING BLDG. MANUF. ANUF. bRflnDOnIS Offia [c] 118 COVtPfD fnTPT nDfn rlfflrf THESE PLANS AND ALL PROPOSED WOM ARE SUBJECT TO ANY COMECTIONS `REQUIRED BY FIELD INSPECTORS THAT FRAY BE NECESSARY its ORDER TO COISPLY WITH ALL A,"PLiCABLE CODES, C m bRflsstuP 6 DRObOT flR(tflTfQS, PA 224 DflTUPfl SiPffT - SUITf 311 WEST PEM btRCH, fLOPIDII 3341 (0)561-820-8088 (f)561-820-8089 WWW.bPllSSfUPflUDDP0b0T.00 flP 0017698 flP 94843 n(flPb 60164 nCflPb 67673 flfl26001461 v I J J O Q J v `^ LI— v � 4 `� L/l O cr_— L" L/) SHIM bY: 0 lfffPfT D. 50SKUP - flP 001769E ❑ AM P. DP060T - flP 94845 lob #: 17-C DBTf: 9-18 D510D bY: DPflfltD V: Cflf(KfD bT: L. PfVISIOnS: IL BLDG. DPT. COMM. 10-F O I i fLOOP Plfln CONSTRUCTION CORPORATION 772-461-8335 LIC. CGCO13084 \___ SCfllf: 1/4"= I'-0"POST OFFICE BOX 186 FT. PIERCE • FLORIDA SflffT:5 — Of 42' H. METAL HANDRAIL IM5EDED IN THE TIE SEAM W/ (4) +5 CONT. PAVEMENT S' CMU RETAINING STEMWALL W/ "5'S a 24' O.C. AND FOUNDATION 1' THK. GONG. SLA5 ON 6 MIL. VISQUEEN ON WELL COMPACTED, d• F7 - REINFO�ED CONCRETE * FOUNDATION W/ (3)'5'S CONT. PIT SfCTIOn SHOP DOOR 5EYOND 3' X 3' X Y4' STEEL ANGLE W/)i'DIA X 5' NELSON STUDS * 12' O.C. AND Z 4' FROM ENDS AT PIT EDGES �I N lU Q @TTPI(fll DO(K S ;ALE 3/4' = 1'-0' SHOP DOOR BEYOND 3' X 3' X Y4' STEEL ANGLE W/ 1¢4DIA. X 5' NELSON STUDS ® 12' O.C. AND 4' FROM ENDS AT PIT EDGES 0516 o 12' O.C. EA. WAY b�K LEVELER +0-0' F.F, ° DOCK LEVELER +16.15' Nfz.D.V. DOCK LEVELER 8' X 8' TI-RC EDGE At f a,4. • '•1° Qa. +12.15' NCsD.V. O I I 9 e. • e 5'-' 1=3 - REINFORCED CONCRETE •' e°. FOUNDATION W/ (5) %.a 7 ! 5,3 ROWS 45'S MID, L__________________ _ _ ______ _ _ _ ___J AND +3 STIRRUPS + 48' O.C. ' a .. �➢ d^ d' TRUCK WELL 1' THK. GONG. SLA5 ON 6 MIL. VISQUEEN ON WELL COMPACTED 1'-0. SOIL 4'-4 gTYPICflL DO(N PIT SfQIOn SCALE 3/4' m 1'-0' +12 -El@' NGD.V. TRENCH DRAINS .�--a,J�� '�+� •��.' .. J' . ems..- •. 0 S' X S' THK EDGE v q _ 6' THIC CONC. SLAB ON 6 MIL. VISQUEEN ON WELL COMPACTED d d, TERMITE TREATED SOIL, SEE :�' '• " a' a l'. STRUCTURAL DUGS. FOR REINF. 'ed -4:1. d I . F4 - REINFORCED CONCRETE +. a � ... °d J . a . FOUNDATION W/ (6) WS T 4 5, •. ,, . 'a ' m ��* "-- 2 ROWS 45'5 MID, AND 03 °••' . .._..........- • ° s.. STIRRUPS ®48' O.C. @TTPI(fiL DO(K LfVfLfP PIT SfQIOn SCALE 3/4' • 1'-0' 1' THIC CONC. SLA5 ON 6 MIL. VISQUEEN ON WELL COMPACTED TERMITE TREATED SOIL, SEE STRUCTURAL DWGS. FOR REINF. THESE PLANS AND ALL PRCPOS�,D WORK ARE SUBJECT TO ANY COFIRECTIONS `REQUIRE D BY FIELD INSPECTORS THAT • MAYBE NECESSARY IN 014D'M9 TO COMPLY WITH ALL APPUCABLE CODES. 42' H. METAL HANDRAIL TYP. EACH SIDE +15.54' N.GD.V. 4--4- LOOK DOCK ROOF PLfln CONSTRUCTION SCflff: 1/4" = 1' 0° 772-461-8335 POST OFFICE BOX 186 - L CORPORATION LIC. CCCO13084 PIERCE • FLORIDA bRflSSfUP 14 DPObOT flRC111TfQS, PA 224 DflTURfl STRffT - SUITE 311 NEST PflIM bfflCfl, fIORIDfl 33401 (0)561-820-8088 (0 561-820-8089 WWW.bRflSSfURflbDDROb0T.COM flR 0017698 flR 94843 UCUb 601 64 UCflRb 67673 flfl 2600 146 1 V `i O v J v `^ G1C 4 fi LZ V � cr—_ 1, V ✓1 SfflffD DT: ® JfffPtT D. 151ASS0 -flR 0017698 ❑ JflSOn P. DRODOT -flR 94843 JOD #: 17-008 DflTf: 9-18-17 DfSIGnfD DT: JDD DRflfffD DT: JDD Cflf(KfD DT: JDD VVISIOnS: 0 i StlffT: 4 �� Of: - ROOM flnlStl SQiME NO. NAME FLOOR SASE WALLS CEILING REMARKS MATERIAL FINISH MATERIAL FINISH HT. 101 LOBBY CPT. 2 P.W. G.W.B. PAINT ACT I MNF. +9'-0' 102 OPEN OFFICE VCT 1 VI G.W.B. PAINT ACT I MNF. +9'-0' 103 MEN'$ RESTROOM C TILE 1 C TILE I PMRGW PAINT FMRGW PAINT +8'-0' C TILE 2 WAINSCOT TO +84' 104 WOMEN'S RESTRM. C TILE 1 C TILE 1 PMR3W PAINT FMRw PAINT +8'-0. C TILE 2 WAINSCOT TO +84' 105 A/C CLOSET B CONC. VI FMRGW PAINT FMRGW PAINT +8'-0' 106- JANITOR VCT 1 VI PMRGW PAINT FMRGW PAINT +8'-0' 101 HALL VCT 1 P.W. G.W.B. PAINT ACT I MNF. +V-0' 108 ELECJDATA VCT 1 VI G.W.B. PAINT ACT I MNF. +8'-0' IOS CLOSET VCT 1 VI G.W.B. PAINT ACT I MNF. +V-0' 5 PLASTIC COATED WIRE SHELVES 110 UNISEX RESTROOM POR TILE FOR TILE PMR3W PAINT PMRw PAINT +8'-0" C TILE 2 WAINSCOT TO +84' III ENGINEERING CPT. 2 P.W. G.W.B. PAINT ACT I MNF. 112 PAT 4 JOHN'S OFFICE CPT. 2 P.W. G-Wa PAINT ACT I MNF. 113 DANA'8 OFFICE CPT. 2 F.W. GWB. PAINT ACT I MNF. +9'-0' 114 MEN'S RESTROOM POR TILE C TILE 1 PMR3W PAINT PMRCsW PAINT +8'-0' C TILE 2 WAINSCOT TO +84' 115 BREAK ROOM VCT 1 VI G.W.B. PAINT ACT 2 MNF. Ilfo MANUF. SHOP B GONG. - CMU/META PAINT - - +18'-0' 11l COVERED ENTRY CONC- PAVERS STUCCO PAINT STUCCO PAINT +10'-0' 118 BRANDON'S OFFICE POR TILE P.W. GJll.B. PAINT ACt I MNF. FINISH LEGEND AC. T. I ACOUSTICAL LAY —IN TILE 2x2x5/8' ARMSTRONG DUNE ANGLED TEGULAR M114— WHITE AC. T. 2 ACOUSTICAL LAY -IN TILE 24x5/8' (SANTIARY) ARMSTRONG CLEAN ROOM VL UNPERFORATED SQUARE EDGE 0868 - WHITE (OR EQ.) B. CONC BARE CONCRETE BR GONG. BROOM FINISH CONCRETE RS. CONC. ROCK SALT FINISH CONCRETE SS CONC. STAINED/SEALED FINISH CONCRETE (COLOR 4 FINISH PER OWNER) C. TILE I CERAMIC TILE ('24') NON -SLIP FLOOR (DALTILE CATEGORY 01 OR EQ.) C. TILE 2 CERAMIC TILE (4 1/2' x 4 1/29 WALL (DALTILE OR EQ. PER OWNER) (SEE INTERIOR ELEVATIONS ON A4.1 4 A4.2) FOR TILE PORCELAIN TILE, COLOR, SIZE, AND TYPE PER OWNER VCT I VINYL COMPOSITION TILE I (ANTI- STATIC) VI 4' VINYL COVER BASE (ADHESIVE) (ROPPE OR EQ.) CPT I CARPET 1 ON VINYL PADDING CPT 2 CARPET 2 ON CONCRETE (GLUE DOWN) 28 oz., SOLUITON-DYED NYLON, ANTI -STATIC P.G.W PAINTED GYPSUM WALLBOARD PM.R.G.W PAINTED MOISTURE RESISTANT GYP. WALLED PF.C.P PAINTED FINISH COAT PLASTER PS PAINTED STUCCO P.W PAINTED WOOD S.W STAINED WOOD WD. MD. WOOD MOLDING P.WS PAINTED WOOD BASE GL. GLASS PAINTING: I. CONTRACTOR SHALL PROVIDE AND INCLUDE ALL PAINTING SUPPLIES AND ACCESSORIES FOR SURFACE PREPARATIONS, PAINTING, AND FINISHING OF EXPOSED INTERIOR AND EXTERIOR ITEMS AND SURFACES THROUGHOUT THIS PROJECT. 2. CONTRACTORS SHALL USE SNERWINN- WILLIAMS 'SUPER PAINT' OR BETTER OTHER MFR'S PAINT PRODUCTS MAY ONLY BE USED WITH THE WRITEN CONSENT OF 714E ARCHITECT OR OWNER 3. EXPOSED WOOD SURFACES (INTERIOR EXPOSURE), 2 COATS OF ACRYLIC -LATEX SEMI GLOSS OVER INTERIOR ALKKD PRIMER 4. INTERIOR EXPOSED MASONRY SURFACES 'LOXON' BLOCK SU54FACER WITH A-100 EXTERIOR ACRYLIC LATEX FINISH COATS. 5, INTERIOR DRYWALL SURFACES (NORMAL EXPOSURE) 2 COATS LOW - SHEEN ACRYLIC LATEX OVER ACRYLIC LATEX PRIMER 6. INTERIOR DRYWALL SURFACES (WET EXPOSURE - TOLIETS,BATHROOMS) 2 COATS ALKYD SEMI -GLOSS ENAMEL OVER ACRYLIC- LATEX PRIMER 1. PRIMED METAL SURFACES (EXTERIOR 4 INTERIOR EXPOSURE), 2 COATS ALKYD SEMI -GLOSS ENAMEL OVER ACRYLIC- LATEX PRIMER- b. ZING -COATED METAL SURFACES (EXTERIOR 4 INTERIOR EXPOSURE), 2 COATS ALKYD SEMI -GLOSS ENAMEL OVER ACRYLIC -LATEX PRIMER WInDOW SUEDULf WINDOW WDW EL. WIND PRESSURE REMARKS MK SIZE MATERIAL FINIBH 3'-0'X5'-0' ALUM. MNF. q SEE STRUCT. DW36. IMPACT RESISTANT, SOLAR BRONZE u 6'-6'X4'-O' ALUM. MNF. B INTERIOR, NON RATED �C 4'-0'X4'-0' ALUM. MNF. C INTERIOR, NON RATED 4'-0'X3'-O' ALUM. MNF. D + 6'-O' AFR DOOR SOME FC DOOR -� FRAME THRESH. HDll1 C] DR WIND EL. PRESSURE REMARKS C SIZE MATERIAL FNISH MATERIAL FINISH 3'-0'Xl'-0'XI 3/4' ALUM. MNF. ALUM. MNR ALUMINUM A A SEE STRUCT. DLUG9 W/ 3'-0'Xl'-0' SIDELIGHT WEATHERSTRIPPED ALL SIDES 4 O.H. CLOSER C ' 3'-0'Xl'-0'XI 3/4' HOTS W PAINT HOLLOW PAINT ALUMINUM 1 B HM. FLUSH OVERHEAD ROLL -UP SLAT METAL MNF. MNF. PAINT MNF. B C 18 GA., W/ CHAIN HOIST, SLIM J LOCKS, 4 BOTTOM RUBBER OVERHEAD ROLL -UP SLAT 4 101-0"XIO'-0' METAL MNF. MNF. PAINT MNF. B C 18 GA., W/ CHAIN HOIST, SLIM LOCKS, 4 BOTTOM RU55ER l5! OVERHEAD ROLL -UP SLAT 6� 12'-0'XI4'-V METAL MNR MNF. PAINT MNF. B C 18 GA., W/ CHAIN HOIST, SLIM LOCKS, 4 BOTTOM RUBBER 1) 3'-0'Xl'-0'XI 3/4' 1�TA�' PAINT M�TQ�W PAINT ALUMINUM I HM. FLUSH J i 10, A 11 V-0'XI'-0'XI 3/4' WOOD PAINT METAL FAINT G D SOLID CORE, FLUSH 12 , _ 3'-0'XT'-0'XI 3/4' HOLLOW METAL PAINT HOLLOW METAL PAINT ALUMINUM A A W.M. FLUSH l� 3'-O'Xl'-O'XI 3/4' WOOD PAINT METAL PAINT - G E SOLID CORE, FRENCH D14 3'-0'X-T'-0'XI 3/4' T W PAINT HOLLOW PAINT ALUMINUM I A HP'I. FLUSH ( 51 3'-0"Xl'-0'XI 3/4' WOOD PAINT METAL PAINT - E D SOLID CORE, FLUSH i, I6 I1 10, 3'-O'X1'-O'XI 3/4' HOLLOW METAL PAINT HOLLOW METAL PAINT ALUMINUM 1 B H.M. FLUSH 15) 3'-0'Xl'-0'XI 3/4' WOOD PAINT METAL PAINT - G D SOLID CORE, FLUSH (19i 20 21 22) 3'-0'Xl'-0'XI3/4' WOOD PAINT METAL PAINT - E D SOLID CORE, FLUSH 23) 3'-0"Xl'-0'XI 3/4' WOOD PAINT METAL PAINT - G D SOLID CORE, FLUSH 24 PR 2'-O'Xl'-O'XI 3/4' WOOD PAINT WOOD PAINT - co D SOLID CORE, BI-FOLD 251 3'-0"XI'-0'XI 3/4' MEHOLLOW PAINT METAL HOLLOW PAINT ALUMINUM J B H.M. FLUSH 126j 21 PR 3'-0'Xl'-0'Xi 3/4' HOLLOW OLLW PAINT HOLLOW PAINT ALUMINUM I E H.M. FLUSH I. SC4LAGE 'A' SERIES ('JUPITER' LEVER HANDLE) OR EQUAL, W/ SATIN CHROME (626) FINISH OR PER OWNER 2. ALL HARDWARE 4 THRESHOLDS TO COMPLY WITH CURRENT FLORIDA ACCESSIBILITY CODE. 3. ALL EXIT DOORS SHALL COMPLY WITH CURRENT ADOPTED NF.PA 1-1, AND 2014 FBC. 4. ALL INTERIOR DOORS TO BE HOLLOW METAL, OR SOLID CORE MOSONITE, PAINT -GRADE OR BETTER (U.ON). 5. ALL EXTERIOR DOORS LOCKSETS TO BE KEYED PER OWNER 6. NOTE FOR STOREFRONT DOOR "I: ADDITIONAL HARDWARE TO INCLUDE: STANDARD me DEADBOLT LOCK STANDARD CONSTRUCTION -GRADE CYLINDER INTERNATIONAL 44CL HEAVY DUTY SURFACE CLOSERS, OFF -SET PIVOTS, ADA THRESHOLD, 4 COOS/CPII PUSH/PULL HARDWARE. 1. ALL HM. FRAMES SHALL I6 GA. WELDED. 8. ALL H.M. LEASFS SHALL BE 18 GA., INSULATED. % ALL H.M. DOORS BETWEEN A/C SPACE AND NON A/C SPACE SHALL HAVE CLOSERS. MINIMUM HARDWARE PACKAGES: HDW, PKG. A: HDW, PKG. B: B.B. HINGES MFR OVERHEAD EXT. LOCKSET EXT. ROLL -UP LOCK AUTO CLOSER(S) BOLTS 14211.1. FKG. IF B.B. HINGES HDW, PKG. G: PASSAGE SET B.B. HINGES AUTO CLOSER INT. OFFICE LOCKSET HDW, PKG, C: B.B. HINGES INT. PRIVACY LOCKSET (2) KICK PLATES AUTO CLOSER HDW. PKG, H: HINGES DUMMY PULLS HDW, PKG. D: B.B. HINGES STOREROOM LOCKSET (2) INT. KICK PLATES HDW, PKG. I: B.B. HINGES EXT. LOCKSET CHAIN PULL CLOSER HDW, PKG. E: HINGES INT. PRIVACY LATCH HDW. FKG, J: B.B. HINGES, PUSH-PULL (2) KICK PLATES AUTO CLOSER l "ds THESE PLANS AND ALL PROPOS D WORl( ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORD219 TO COfl1PLY WITH ALL APPUCABLE CODES. bRflsstuP 51 DRObOT flRC111TfQS, PA 224 DflTUPI STREET - SUITE 511 WfST PEA DfflCU, ffORIDfl 33401 (0)561-820-8088 (0561-820-8089 WWW.DRflSSIUQflnDDRODOT.COM flR 0017698 flR 94843 UCflRD 60164 UCflR6 67673 #026001461 O U� rrl u� C O O 40 04 Sffl(fD K ® ]fffPtT D. 61455t R - flR 0017698 ❑ ASOII D. DRODOT - flR 94843 106 #: 17-008 Vl 9-18-17 DfSIGnED bT: )D6 DMfTfD 6T: 1D6 CflfCKfD 6T: 1DD MISIOnS: 0 flnlStl SCORB CONSTRUCTION 1 0 772-461-8335 SCfllf: 1/4 — — "POST OFFICE BOX 186 CORPORATION LIC. CCCO13084 PIERCE • FLORIDA • SliffT: 5 Of: - POOM flnIS11 S(fltDULf WALLS CEILING NO. NAME FLOOR BASE REMARKS MATERIAL FINISH MATERIAL FINISH HT. 101 LOBBY CPT. 2 P.W. G.W.B. PAINT ACT 1 MNR "W-0' 102 OPEN OFFICE VCT I VI G.W.B. PAINT ACT 1 MNF. +9'-0' 103 MEN'$ RESTROOM C TILE I C TILE 1 PMRGW PAINT PMRGW PAINT +6_0. C TILE 2 WAINSCOT TO +84' 104 WOMEN'S RESTRM. C TILE 1 C TILE 1 PMRGW PAINT PMRGW PAINT +&'-0' C TILE 2 WAINSCOT TO +84' 105 A/C CLOSET B CONC. VI PMRGW PAINT PMRGW PAINT +8'-0. 106 JANITOR VCT I V1 PMRGW PAINT PMRGW PAINT +8'-0' 10l HALL VCT I P.W. G.W.B. PAINT ACT 1 MNF. +9'-0' 108 ELECJDATA VCT I VI G.W.B. PAINT ACT 1 MNF. +8'-0. 109 CLOSET VCT I VI G.W.B. PAINT ACT 1 MNF. +8'-0. 5 PLASTIC COATED WIRE SHELVES 110 WOMEN2) FOR TILE POR TILE PMRGW PAINT PMRGW PAINT +8'-0' C TILE 2 WAINSCOT TO +84' 111 ENGINEERING CPT. 2 P.W. G.W.B. PAINT ACT I MNF. +9'-0' 112 PAT 4 JOHN'S OFFICE CPT. 2 P.W. G.W.B. PAINT ACT 1 MNF. +S'-0' 113 DANA'S OFFICE CPT. 2 P.W. G.IU.B. PAINT ACT I MNF- 114 MEN'S RESTROOM POR TILE C TILE 1 PMRGW PAINT PMRGW PAINT +8'-0. C TILE 2 WAINSCOT TO +84' 115 BREAK ROOM VCT 1 VI G.W.B. PAINT ACT 2 MNF. 116 MANUR SHOP B GONG. - CMU/METAL PAINT Ili COVERED ENTRY CONC. PAVERS _ STUCCO PAINT STUCCO PAINT +10'-0' 118 BRANDON'S OFFICE FOR TILE P.W. G.W.B. PAINT ACT I MNF. +V-0' FINISH LEGEND AC. T. I ACOUSTICAL LAY -IN TILE 2x2x5/8' ARMSTRONG DUNE ANGLED TEGULAR 011l4- WHITE AC, T. 2 ACOUSTICAL LAY -IN TILE 2x2x5/8' (SANTIARY) ARMSTRONG CLEAN ROOM VLUNPERFORATED SQUARE EDGE 0868 - WHITE (OR EQ.) B. CONC BARE CONCRETE BR CONC- BROOM FINISH CONCRETE RS. CONC. ROCK SALT FINISH CONCRETE SS CONC. STAINED/SEALED FINISH CONCRETE (COLOR 4 FINISH PER OWNER) C. TILE I CERAMIC TILE ('24') NON -SLIP FLOOR (DALTILE CATEGORY M OR EQ-) C- TILE 2 CERAMIC TILE (4 1/2' x 4 1/2') WALL (DALTILE OR EQ. PER OWNER) (SEE INTERIOR ELEVATIONS ON A4.1 4 A4.2) FOR TILE PORCELAIN TILE, COLOR, SIZE, AND TYPE PER OWNER VCT I VINYL COMPOSITION TILE I (ANTI- STATIC) V1 4' VINYL COVER BASE (ADHESIVE) (ROPPE OR EQ.) CPT I CARPET 1 ON VINYL PADDING CPT 2 CARPET 2 ON CONCRETE (GLUE DOWN) 28 oz., SOLUITON-DYED NYLON, ANTI -STATIC P.G.W PAINTED GYPSUM WALLBOARD PM.R.G.W PAINTED MOISTURE RESISTANT GYP. WALLED PF.C.P PAINTED FINISH COAT PLASTER P.S PAINTED STUCCO P.W FAINTED WOOD S.W STAINED WOOD WD. MD. WOOD MOLDING Plu.S PAINTED WOOD BASE GL. GLASS PAINTING: 1. CONTRACTOR SHALL PROVIDE AND INCLUDE ALL PAINTING SUPPLIES AND ACCESSORIES FOR SURFACE PREPARATIONS, PAINTING, AND FINISHING OF EXPOSED INTERIOR AND EXTERIOR ITEMS AND SURFACES THROUGHOUT THIS PROJECT. 2, CONTRACTORS SHALL USE SHERWINN- WILLIAMS 'SUPER PAINT' OR BETTER OTHER MFR'S PAINT PRODUCTS MAY ONLY BE USED WITH THE WRITEN CONSENT OF THE ARCHITECT OR OWNER 3, EXPOSED WOOD SURFACES (INTERIOR EXPOSURE), 2 COATS OF ACRYLIC -LATEX SEMI GLOSS OVER INTERIOR ALYKD PRIMER 4. INTERIOR EXPOSED MASONRY SURFACES 'LOXON' BLOCK SURFACER WITH A-100 EXTERIOR ACRYLIC LATEX FINISH COATS. 5. INTERIOR DRYWALL SURFACES (NORMAL EXPOSURE) 2 COATS LOW - SHEEN ACRYLIC LATEX OVER ACRYLIC LATEX PRIMER. 6. INTERIOR DRYWALL SURFACES (WET EXPOSURE - TOLIET$,BATHROOMS) 2 COATS ALKYD SEMI -GLOSS ENAMEL OVER ACRYLIC- LATEX PRIMER 1, PRIMED METAL SURFACES (EXTERIOR 4 INTERIOR EXPOSURE), 2 COATS ALKYD SEMI -GLOSS ENAMEL OVER ACRYLIC- LATEX PRIMER 8. ZINC -COATED METAL SURFACES (EXTERIOR 4 INTERIOR EXPOSURE), 2 COATS ALKYD SEMI -GLOSS ENAMEL OVER ACRYLIC -LATEX PRIMER WINDOW S(fltDULf MK WIND FINISH WDW. WIND REMARKS SIZE MATERIAL EL. PRESSURE n3'-0'X5'-0' ALUM. MNF, ( q p�sTf�ICT. IMPACSOLAR RESISTANT, 15111 6'-6'X4' I ALUM. I I MNF. I I B I INTERIOR, NON RATED E 11 4'-0'X4'-0' I( ALUM. I I MNF. 11 C 11 11 INTERIOR, NON RATED 4'-O'X3'-O' I I ALUM. MNF. I D I I I+ 6'-0' A.F.F. DOOR S(flfDULf DOOR FRAME. THRESH. HDW. DR WIND REMARKS SIZE MATERIAL FINISH MATERIAL FINISH EL. PRESSURE SEE STRUCT. W/ 3'-0'Xl'-0' SIDELIGHT 3'-0'Xl'-I'3/4' ALUM, MNF. ALUM. MNF. ALUMINUM A A aWGS WEATHERSTRIPPED ALL SIDES 4 O.H. CLOSER 02 3'-0'Xl'-0'X1 3/4' HOLLOW METAL PAINT HOLLOW ETAL PAINT ALUMINUM 1 B H.M. FLUSH OVERHEAD ROLL -UP SLAT O3 16'-0'XI4'-0' METAL MNF. MNF. PAINT MNF. B G 18 GA., W/ CHAIN HOIST, SLI LOCKS, 4 BOTTOM RUBBER OVERHEAD ROLL -UP SLAT O 101-O'X10'-0' METAL MNF. MNF. PAINT MNF. B C 18 GA., W/ CHAIN HOIST, IC I LOCKS, 4 BOTTOM RUBBER OVERHEAD ROLL -UP SLAT O 12'-0'XI4'-0' METAL MNF. MNF- PAINT MNF. B C 18 GA, W/ CHAIN HOIST, SLIrl LOCKS, 4 BOTTOM RUBBER O31-0'Xl'-0'XI 3/4' HOLLOW METALO PAINT HOLLOW METAL PAINT ALUMINUM I H.M. FLUSH O10 11 3'-O'Xl'-0'XI 3/4' WOOD PAINT METAL PAINT G D SOLID CORE, FLUSH 12 3'-0'Xl'-0'XI 3/4' METALOW PAINT HOLLOW TAL PAINT ALUMINUM A A H.M. FLUSH 13 3'-0'XI'-0'XI 3/4' WOOD PAINT METAL PAINT - G E SOLID CORE, FRENCH 4 3'-O'Xl'-0'XI 3/4' HOLLOW PAINT HOLLOW PAINT ALUMINUM I A HM- FLUSH 15 3'-O'Xl'-O'XI 3/4' WOOD PAINT METAL PAINT - E D SOLID CORE, FLUSH 16 l 3'-O'Xl'-O'X1 3/4' HOLLOW PAINT MELLOW PAINT ALUMINUM I B H.M. FLUSH IS 3'-O'Xl'-O'XI 3/4' WOOD PAINT METAL PAINT - G D SOLID CORE, FLUSH 19 20 21 22 3'-0'Xl'-0'X1 3/4' WOOD PAINT METAL PAINT - E D SOLID CORE, FLUSH 23 3'-O'Xl'-0'XI 3/4' WOOD PAINT METAL PAINT - G D SOLID CORE, FLUSH 24 PR 2'-O'Xl'-O'XI 3/4' WOOD PAINT WOOD PAINT - G D SOLID CORE, BI-FOLD 25 31-0'Xl'-0'XI 3/4' HOLLOW METALMETAL PAINT HOLLOW PAINT ALUMINUM J B H.M. FLUSH 26 21 PR 3'-O'X T'-O'XI 3/4' HOLLOW PAINT OLLOW HETAL PAINT ALUMINUM I E H.M. FLUSH 1. SCHLAGE 'A' SERIES C'JUPITER' LEVER HANDLE) OR EQUAL, w/ SATIN CHROME (626) FINISH OR PER OWNER 2. ALL HARDWARE 4 THRESHOLDS TO COMPLY WITH CURRENT FLORIDA ACCESSIBILITY CODE. 3. ALL EXIT DOORS SHALL COMPLY WITH CURRENT ADOPTED NF.P.A 1-1, AND 2014 FBC. 4. ALL INTERIOR DOORS TO BE HOLLOW METAL, OR SOLID CORE MOSONITE, PAINT -GRADE OR BETTER (U.ON). 5. ALL EXTERIOR DOORS LOCKSETS TO BE KEYED PER OWNER 6. NOTE FOR STOREFRONT DOOR 01: ADDITIONAL HARDWARE TO INCLUDE: STANDARD me DEADBOLT LOCK STANDARD CONSTRUCTION -GRADE CYLINDER, INTERNATIONAL 44CL HEAVY DUTY SURFACE CLOSERS, OFF -SET PIVOTS, ADA THRESHOLD, 4 COOS/CPII PUSH/PULL HARDWARE. I. ALL H.M. FRAMES SHALL IS GA. WELDED. 8. ALL H.M. LEASFS SHALL BE 18 GA., INSULATED. 'B. ALL H.M. DOORS BETWEEN A/C SPACE AND NON A/C SPACE SHALL HAVE CLOSERS. MINIMUM HARDWARE PACKAGES: HDW. PKG, A: HDW. PKG, B: B.B. HINGES MFR. OVERHEAD EXT. LOCKSET EXT. ROLL -UP LOCK AUTO CLOSER(S) BOLTS HDW. PKG. F: B.B. HINGES HDW. PKG. G: PASSAGE SET B.B. HINGES AUTO CLOSER INT. OFFICE LOCKSET HDW. PKG. C: B.B. HINGES INT, PRIVACY LOCKSET (2) KICK PLATES AUTO CLOSER HDW. PKG. H: HINGES DUMMY PULLS HDW PKG 12 B.B. HINGES STOREROOM LOCKSET (2) INT. KICK PLATES HDW. PKG. 1. B.B. HINGES EXT. LOCKSET CHAIN PULL CLOSER HDW. PKG, E: HINGES INT. PRIVACY LATCH HDW. PKG. J: B.B. HINGES, PUSH-PULL (2) KICK PLATES AUTO CLOSER THESE PLAiVS AND ALL PROPOSHD WOp ( ARE SUBJECT TO ANY CORRECTIONS `ROUIRED BY FIELD INSPECTORS THAT I WAY BE NECESSARY IN ORD24 TO COMPLY WITH ALL A," FUCABLE CODES. fINISt1 S(RDULfS CONSTRUCTION SCflIf:1/4 10 772-461-8335 "POST OFFICE BOX 186 CORPORATION LIC. CGCO13084 PIERCE • FLORIDA bPflSSfUP `•I DPObOT N(fliTfQS, PA 224 DPTUPfl STPffl - Allf .ill WEST PEA bffl(fl. fLOPIDfl 53401 (0)561-840-8088 (f)561-820-8089 WWW.bPUSSfUPflflDDP0b0T.00M flP 0017698 BP 94843 UCOPb 60164 UCHPb 67675 J flfl 26001461 IMA Mon O SfflLfD bT: 231fffPET D. VSSNP - AD 0017698 ❑ mson P. DPODOT - flP 94845 In' JOD #: 17-008 MR: 9-18-17 DfS1011fD bT: JDb MUM bT: JDb CBf UD bY: JDb PfVISIOfIS: 15LDG, OPT. COMM. 10-5-15 @50f: 0 MICA LAM COUNTER TOP MICA LAM BASE CABS ADJ. SHELVES 4' TOE KICK- TEA NOTE: 23'-ID' 2' CGI ESTATE SERIES EXTERIOR WINDOWS y_gARE AN ACCEPTABLE ALTERNATE TUBULAR ALUMINUM FRAME ❑A -1/16' IMPACT RATED SOLAR BRONZE GL. +382, -41.1 DESIGN BASIS: PGT PICTURE WINDOW W/ 1/16' IMPACT GLASS 4 AAMA 2605 KYNAR FINISH, TYPE A WInDOW fLfVflTIOnS BULLNOSE TILE PAINTED 6'X6' PORCELAIN TILE DRYWALL WAINSCO - �� eo ' SPLASH cq WC UnISfX Mfn 6flT11ROOM 103 110 WflSt1ROOM flcCfSSORIfS 2' rJOi, -Y I.I TYPE 8 16'-ID' OR 12'-0' TYPE C DOOR fLfVflTIOnS 21 61_61 2' 6'_2• N TUBULAR ALUMINUM dp ❑ FRAME k B in iv 1/4' CLEAR iv TEMPERED GLASS TYPE B 6'X6' CERAMIC TILE WAINSCOT MICA LAM COUNTER TOP DRAWERS MICA LAM BASE CABS ADJ. SHELVES 4' TOE KICK PAINTED DRYWALL O N m PIS 2' 4-_0. 2. TUBULAR ALUMINUM FRAME 1/4' CLEAR TEMPERED GLASS TYPE C PAINTED -, DRYWALL' ---,- SINK y SINK 4' SP afiH-. i e MICA LAM ' COUNTER TOP DRAWERS MICA LAM Ln BASE CABS ADJ.SHELVES Yn TYPE D TOP OF WALL ® +-1'-21 W/ 2' WOOD CAP 2' 4'-0' 2' q _$k C� TYPE D -6' '\---4' TOE KICK r r 1' Mfn'S bflT11ROOM 114 GRAB BARS OI 50BRICK 08-6806 X 42 1-1/2' DIAMETER, 42' LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33' AFF. TO TOP OF RAIL. HC GRAB BARS <�> BOBRICK 05-6806 X 36 MI 1-1/2' DIAMETER, 36' LONG, STAINLESS �- MICA LAM STEEL, CONCEALED MOUNTING. MOUNT 33' O.H. CABS A.F.F. TO TOP OF RAIL. TISSUE DISPENSER: O3 BOBRICK *5-2T40 CAST ALUMINUM, DOUBLE Ni 0 0 z ADJ. SHELVES ROLL, SURFACED MOUNTED WITH THEFT '^ cl�MICA LAM RESISTANT SPINDLE. WALL MOUNTED AT r COUNTER TOP 2T' AFF. I 2 O3 <3> 5 EWC URINAL LAY DRAWERS MIRROR: <3> BOBRICK 08-165 1SX36, STAINLESS STEEL MICA LAM FRAME, IA PLATE GLASS, 24'X36' TOILET KUSSOVS MORIN flflQflTS ADJ. > VE5 36'X36' AT UNISEX BATHROOM CLOTHES HOOKS O 48-2116 1/4' I' -ID' 4' TOE KICK NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER ANMRADLEY. 2)PROVIDE SOLID 2x WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS. TYPE ' FIXED LOUVER W/ k BIRD 4 INSECT SCREEN n ❑E TYPE E 9 MICA LAM ' COUNTER TOP 6RfflN ROOM 106 • HOLLOW ME FRAME HOLLOW METAL DOORS flnlStl SCt1fDULfS CONSTRUCTION SCfllf: 1/4" = 1' 0'I 772-461-8335 POST OFFICE BOX 186 CORPORATION LIC. CCCO13084 PIERCE • FLORIDA bRflsstuP DPObOT NUITfQS, PA 224 DflTURII STREET - SUITE 311 WEST PEA bfflCfl, fIORIDII 33401 (0)561-890-8088 (f)561-890-8089 WWW.5Rfl551URITIIDDRODOT. COM flR 0017698 flR 94843 IICflRb 60164 RCflRb 67673 ilfl 26001461 J 0 LI— L..J do J v `^ r- 0_ c= Q� 4 4— v g- Lon :c: cr--- �O v SHLfD bT: ® JfffPtT D. bRUEUR -flR 0017698 ❑ 1flSOn P. DRODOT - flR 94843 Job #: 17-008 MR: 9-18-17 DfSIG11fD bT: JDb DMf1ED bT: 1Db CflfCKfD bT: 1Db DyISIOUS: ro MICA LAM COUNTER TOP MICA LAM BASE CABS ADJ. SHELVES 4' TOE KICK - DRYWALL r WC 2' 6'-6, 2' 2' 31_4' 2' 3'-0' ALUMINUM HOLLOW METAL FRAME FRAME HOLLOW METAL FLUSH PANEL DOOR IMPACT RATED SOLAR BRONZE GL. +41.1, -5is TYPE A TYPE B NOTE: CGI ESTATE SERIES 23'-0' 2' EXTERIOR WINDOWS ARE AN ACCEPTABLE In Ir ALTERNATE iv TUBULAR ALUMINUM FRAME H 1/16' IMPACT RATED r' SOLAR BRONZE GL.- i- DESIGN BASIS: +382, -41.1 PGT PICTURE WINDOW W/ 1/16' IMPACT GLASS 4 AAMA 2605 KYNAR FINISH. TYPE A WInDOW f[fVflTIOnS 2' 6'-Fa' 2' 6,_2. Ir TYPE B 16'-O' OR 12'-0' STEEL FRAMED OPENING AND TRIM BY METAL BLDG MANUFACTURER STEEL ROLL -UP SLAT 9 DOOR - PAINT PER MNF. SPEC. IMPACT RATED 4 WIND LOADED PER FBC 2014 TYPE C DOOR tlfVflTIOnS TUBULAR ALUMINUM FRAME rq �n 1/4' CLEAR iv TEMPERED r GLASS BULL -NOSE TILE PORCELAIN PORCELAIN TILE WAINSCO pASH LINK L PAINTED �� DRYWALL O CAMIC TILE CERAMIC ER WAINSCOT MICA LAM 1 PAINTED DRYWALL gg �p LASH 3 COUNTER TOP WC DRAWERS CA LAM LA 0 '• i. E BIASE GABS --ADJ. SHELVES 3 -5' 4' TOE KICK WOMfn 2 Mtn 110 103 WflSfiPOOM flc(fSSOPIfS GRAB BARS < BOBRICK 08-6806 X 42 1-1/2' DIAMETER 42' LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33' AFF. TO TOP OF RAIL. GRAB BARS < BOBRICK 015-6806 X 36 1-1/2' DIAMETER, 36' LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33' A.F.F. TO TOP OF RAIL. TISSUE DISPENSER O3 BOBRICK 05-2140 CAST ALUMINUM, DOUBLE ROLL, SURFACED MOUNTED WITH THEFT RESISTANT SPINDLE. WALL MOUNTED AT 21' AFF- MIRROR: 1505RICK015-165 ISX36, STAINLESS STEEL FRAME, 1/4' PLATE GLASS, 24'X36' 36'X36' AT UNISEX BATHROOM CLOTHES NOOKS O 08-2116 NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER, ANGBRADLEY. 2)PROVIDE SOLID 2x WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS. WOMtn 104 N in 2' 4'-0' 2' 3'-8' Ir TUBULAR ALUMINUM FRAME 1/4' CLEAR TEMPERED GLASS ' i- TYPE C -' m `► A 0 � � @ O'© O ® < `I -MICA LAM ' COUNTER TOP DRAWERS MICA LAM BASE CABS I ADJ. SHELVES �--4' TOE KICK N r HG EWC URINAL LAV TOILfT fl((fSSOPIfS MONTln6 f1fl6flTS 1/4' = I'-0' TYPE D TOP OF WALL • +1'-2' W/ 2' WOOD CAP 2' 4'-0' 2' 3'-8' irJ N it ic1 TY PAINTED DRYWALL UR UR 6 -0�I' Mfn'S b0ROOM MICA LAM O.H. CABS ADJ. SHELVES MICA LAM COUNTER TOP DRAWERS MICA LAM BASE CABS ADJ. SHELVES 4' TOE KICK 114 CONC. FRAMED OPENING - STEEL ROLL -UP SLAT DOOR - PAINT PER MNF. SPEC. IMPACT RATED 4 r �- WIND LOADED PER FBC 2014 2' 61-41 2' +41.1, -513 TYPE E ' 4'-0' FIXED LOUVER W/ BIRD 4 INSECT SCREEN N TYPE E 0 MICA LAM COUNTER TOP bPtflN ROOM 106 'k'�—PAIN�U� I V 7 FRAME HOLLOW METAL b R I I S S f U R HOLLOW METAL DOORS Ak'tCOpy THESE PLANS AND ALL PROPOSED t6tOR!( ARE SUBJECT TO ANY CORRECTIONS kRfOUIRao BY FIELD INSPECTORS THAT `• MAY BE NECESSARY IN OIRDeR TO COtAPLY 1v1' H DPObO flPCtflTfQS, PA 494 Dfl1UPfl STPEET - SUITf 311 WEST POLM bEflCfl, I'LOPID0 33401 (0)561-820-8088 (f)561.880.8089 WWW.bPBSSfUPI UDDPObOT.COM flR 0017698 flR 94843 110Pb 60164 fl(ODD 67673 flfl 26001461 �J �J O F— �J v `^ � p � CY J O (� J "- of a CD ­0 04 Sffln bT: ® IPffRfY D. 50SSfUR flR 0017698 0 lflSOfi P. DRObOT flR 94843 lob #: 17-008 DflTf: 9-18-17 DESI6UfD 5T: )Db DRflfTfD bT: )Db Cflf4SfD bY: lDb RfVIS1011S: IQ BLDG. DPT. COMM. 10-5-15 ALL A( PMABLE C05ES, 1 I �i' fl 1 A flnlSfl SUMULB CONSTRUCTION CORPORATION SCflff: 1/4 - 1 p - 1, POST 772-461-8335 LIC. CGC013084 - OFFICE BOX 186 • FT. PIERCE • FLORIDA SUffT:6 Of: Llff SflffTY NO: EXIT SIGN AND DIRECTION O FIRE EXTINGUISHER CF HORN AND STROBE LIGHT Q PULL STATION LIGHT (EMERGENCY BATT SACK -UP) NOTE: LIFE SAFETY EQUIPMENT INSTALLATION BY OTHERS UNDER SEPARATE PERMIT. SHOWN FOR INSTALLED LOCATION ONLY OCCUPANCY = MANUFACTURING F-I OUTSIDE AIR REQUIREMENT q SQ. FTJ.15 CFM 13,033 S.F. / .'15 CFM 2 9,T15 CFM + PffLfQfD Cf 06 PIN SOME 2X2 ACOUSTIC CEILING TILE, LAY IN CEILINGS SHALL BE ARMSTRONG SAND PEBBLE SMOOTH WHITE. SUSPENSION SYSTEM SHALL BE 15/16' WHITE 2X4 (OR 2X2) RECESSED LIGHT FIXTURE W/ PRISMATIC LENS IX4 RECESSED LIGHT FIXTURE W/ PRISMATIC LENS LIGHT (HI -HAT) HANGING PENDANT LIGHT +96 AFF T k�- WALL HUNG LIGHT +84' AFF LIGHT (EMERGENCY) O EXIST. FIRE SPRINKLER HEAD • NEW FIRE SPRINKLER HEAD q0q ❑_ °� + 81-o. x; GW5 GLG. 0 flPf fXTIMUIS MS FE-1 J.L. INDUSTRIES COSMIC CLASS A EXTINGUISHER RATED U.L. 4A-605C PROVIDE STANDARD WALL MOUNTING BRACKET FE-2 J.L. INDUSTRIES COSMIC CLASS D EXTINGUISHER RATED U.L. 4A-60BC PROVIDE STANDARD WALL MOUNTING BRACKET NOTE: J.L. INDUSTRIES IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE LARSON, THOMAS, MODERN METAL PRODUCTS. E, malm, ■L��I®���u� " ®■ICI■■■■ICI■■■1 ILE1■■■I®■■ 'NONE■■ ■■■■■■■11 immommoll + V-0' GW5 CLG. + a'-0' GW5 CLG. Co: EM + a' + V-01' ACT THESE PLANS AND ALL PROPOSED WOW ' ARE SUBJECT TO ANY CORRECTIONS "R OUIRED BY FIELD INSPECTORS THAT •. MAYBE NECESSARY IN ORDER TO CO IPLY WITH ALL APPLICAESLE CODES, 0!® �7 Llff SflffTY / PffLt(TfD OLIN PLfin CONSTRUCTION CORPORATION SCfllf: 1/8" = 1'-0" 772-461-8335 POST OFFICE BOX 186 q LIC. CGCO13084 FT. PIERCE q FLORIDA bPflsstuP d DPobOT flIKI11TfQS, PA 444 DflTUPt STREET - SUITE 311 NEST )VA DfflCH, fLODIDfl 33401 (0)561-820-8088 (0 561-820-8089 WWW.bPflSStUQOUDDQODOT.COM flR 0017698 flR 94843 UCflDb 601 64 UCflkb 67673 flfl 26001461 J `Y Lon O 4— ■ J_ L� H O „1� Loon wl SHLfD bY: 01fffPEY D. 51ASSfUP - flR 0017698 ❑ ASOU P. DRObOT - flR 94843 0 ]Ob #: 17-008 Dfil 9-18-17 DES1611ED bY: )Db DRflfTED bT: 1Db CflfCKfD bT: 1Db AyISIOflS: SflfT: 7 O 24 GA. AL-2N STANDING BE ROOF PANEL (TYP.) CONT. PREFINISHED STEEL GUTTER OIL 18'-0' T.O. EAVE PREFINISHED STL WALL PANELS KYNAR PAINT i� 12'-0' T.O. BEAM PREFINISHED - STEEL DOWNSPOUTS PAINTED CMU — W/ STUCCO FINISH 0'-0' T.O. SLAB HOLLOW METAL DOOR 24 GA. AL-2N STANDING BE (TYP.) CONT. PREFINISHED STEEL GUTTER Alk18'-0' T.O. EAVE PREFINISHED STL WALL PANELS KYNAR PAINT ,N 12'-0' T.O. BEAM PREFINISHED STEEL DOWNSPOUTS PAINTED CMU W/ STUCCO FINISH IMPACT RESISTANT FIXED GLASS WINDOWS CONT. RAKE TRIM - 12 h18'-0' T.U. EAVE Y PREFINISHED STL WALL PANELS KYNAR PAINT 4 12'-0' T.O. BEAM PREFINISHED STEEL DOWNSPOUTS PAINTED CMU W/ STUCCO FINISH V X V EXHAUST LOUVER TYP. OF 4 THIS ELEVATION PREFAB. METAL AWNING SEE DETAIL SOUTH fLfVflTIOn SCALE: 1/8' = 1'-0' IMPACT RESISTANT FIXED GLASS WINDOWS ILL PREFAB. METAL AWNINGS SEE DETAIL COVERED ENTRY CONT. RAKE TRIM 12 1/2 1 18'-O' T.O. EAVE T PREFINISHED STL WALL PANELS KYNAR PAINT OL 12'-0' T.O. BEAM 10'-0' T.O. BEAM PREFINISHED STEEL DOWNSPOUTS PAINTED CMU — W/ STUCCO FINISH IMPACT RESISTANT 4' RAISED STUCCO SILL STOREFRONT DOOR 4 SIDELITE TYP. AT ALL WINDOWS ROLL -UP DOORS 3' X 5' INTAKE LOUVER TYP. OF 5 THIS ELEVATION THESE PLANS AND ALL PROPOSED WON( ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN GRDLM TO COOMPLY WITH ALL APPLICABLE CODES. WfST flfVflTlOn SCALE: 1/8' = 1'-0' nOPM flfVflTlOn SCALE- 1/8' = 1'-0' L gm i i i HST fLfVflTIOn SCALE- 1/8' p_0O fLfVflTIOnS CONSTCORPORATION 772-461-8335 LIC. CGC013084 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA bRflsstuP r,I DRObOT N(fliTt0s, PA 224 DflTUQfl STREET - SUITE 311 WfST 001M 6ffl(fl, fEORIDfl 33401 (0)561 840 8088 (f)561-820-8089 WWW.6RflSSEURflIIDD2060T.COM I 001 7698 flR 94843 UCflR6 60164 UCflQ6 67673 01126001461 v J J 0 0 0 d J SHIM 15Y: ® lfffRfT D. 6RUSSfUR - flR 0017698 ❑ JflSOU P. DRObOT - flR 94843 `IYJILI JO6 #: 17-008 ME 9-18-17 DBIGIIfD 6T: JD6 DRflfTfD 6T: 1D6 CflfCKfD 6Y: JD6 RfVISIOUS: i 20 / SflffT:8 Of: 3' VINYL FACED — FIBERGLASS INSUL. R-10 +12-0' APP, 0 STUCCO STOP AND FLASHING Y -1 X-0. X h VM. IMBED SS. EXPAN. - i J ANCHORS, EA. BRACKET PAINTED VANIZED i 22 STAND �NCs EAM MTL. ROOF SCRELLD O PRE-FAE FRAMIMG W/ STANDING SEAM MTL. ROOF SCREWS \ AT 8' O.C. ALONG ALUM. RIBS PRE-FAE POWDER COATED ALUMINUM BRACKET AND FRAMING SEE SHOP D114S. l IMPACT RESISTANT FIXED GLASS WINDOW II 3 5/8' STEEL STUDS AT 16' O.G. II W/ R-II FOIL FACED BATT INSUL. ON 5/8' G.W.B. Ell II 1 1/2' RECESS +0-0' FF FI - REINFORCED CONCRETE - FOUNDATION W/ (-I) %'S T 4 B, 1 ROW S'S MID AND 03 STIRRUPS 0 46' O.C. d . 4. a tr d. 6 dA • y� e e r , 11 .- e d W e, 9d 41- AA re d •. .rd e r r, d 4'-9' gffpl(fll W& SfCTIOn SCALE 3/4' = 1'-0' 6' VINYL FACED FIBERGLASS INSUL R-19 6' STEEL STUDS A W/ R-19 FOIL FACEI ON 5/8' G.W.B. ON £ +19-0' A.F.F. R-19 BATT INSUL. - ACOUSTICAL CEILII, ON 2' X 2' METAL G 6' STEEL STUDS AT W/ R-19 FOIL FAGEC ON 5/8' G-W.B. ROTE A30O TTPICflL WflLL SfQIOn SCALE 3/4' = I'-0' GALVALUME STEEL STANDING SEAM ROOF PANELS MIN. 24 GA. EAVE STRUT +18-0' AFF. PREFINISHED STEEL GUTTER 6' VINYL FACED - FIBERGLASS INSUL. R- IS PREFINISHED 5'X5' STEEL DOWNSPOUTS PREFINISHED 26 GA. STEEL WALL SHEETS STEEL GIRTS 3' VINYL FACED P15ERGLASS INSUL. R-10 +12-0' AFF. R-19 BATT INSUL. ACOUSTICAL CEILING TILE ON 2' X 2' METAL GRID PAINTED CMU -- W/ STUCCO FINISH 3 5/6' STEEL STUDS AT 16' D.C. W/ R-II FOIL FACED BATT INSUL. ON 5/8' G.W.E. 1 1/2, RECESS FI - REINFORCED CONCRETE - FOUNDATION W/ (1) %'S T 4 5,1 ROW #5'S MID AND 03 STIRRUPS 0 48' O.G. GALVALUME STEEL STANDING SEAM ROOF PANELS MIN. 24 GA. EAVE STRUT AFF. PREFINISHED STEEL GUTTER 6' VINYL FACED - FIBERGLASS INSUL. R-19 PREFINISHED 5'X5' STEEL DOWNSPOUTS FREFINISHED 26 GA. STEEL WALL SHEETS STEEL GIRTS 3' VINYL FACED — FIBERSLASS INSUL. R-10 +12-0' AFF. /4' J BOLT ® 48' O.C. - SEE METAL BLDG. SHOP DRAWINGS FOR CONNECTION DEL. COURSE BOND BEAM W/ (1) 45 EACH COURSE. (TYP.) 77 I� II - II mT" II Is loom PAINTED GMU Is ME W/ STUCCO FINISH II I I 05 VERT. HOOK INTO � FOUNDATION AND BOND BEAM ABOVE (TYP.) ON g THESE PLANS AND ALL PROPOSED WCA II ARE SUBJECT TO ANY CORRECTIONS Is m REQUIRED BY FIELD INSPECTORS THAT II 1 1/2' RECESS --- J 4- NIAY BE NECESSARY IN ORDL"R TO COMPLY WITH ALL APPLICABLE CMES, k' 4 a e r d e•. d, S e d e r • ' r ] a • d I n rI•d ] i .e • s •1a d >' e .• � d r r as •d L-4� rr4 • v •9 •a JA . 4'-9' gTTPI(fil WE SK110M SCALE 3/4' • 1'-0' • d _j-� ,. a. L I e d .: r. d • i < i ° e • e • , F1 - REINFORCED CONCRETE , I• d rd f• r , •. + A. "°•1 FOUNDATION W/ (1) M6'S T 4 B, 1 w ° • r, a j ROW OVS MID AND 03 STIRRUPS ,a°j e • + 481 O.C. ' e' + .'. a d • '•_ 9 • d�..�. 4'-9, TTPICflL WflLL StICHOn A3� SCALE 3/4' - P-0' CONSTRUCTION NTLICR st(flOns CGCO13 84 772-461-8335 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA bRflSStuP M DRObOT NUITEGS, PA 224 DOTUD0 STRffI - SUITE 311 WfST Dfl[M 6fflCM, fLODIDfl 33401 (0)561-820-8088 (0 561-820-8089 WWW.6RflSSIUDflUDDDODOT.COM 1D 0017698 flR 94843 UCflDb60164 UCflD667673 flfl 26001461 4— w _o � CY O c�c u.� cu d CD 04 SHIM 6T: ® ]EEPRET D. blASSEUR - flR 0017698 ❑ MOM D. DDODOT - flR 94843 JO6 #: 17-008 MR: 9-18-17 DESIGIIfD 6T: 1Db DRflffED DT: JDb Cflf(KfD 5T: ]DD I VISIOZ: 0 @9a a` 4'-2' ELEVATION VIEW PRE-FAB POWDER COATED — ALUMINUM BRACKET AND FRAMING SEE SHOP DW'aS. PLAN VIEW TYPICflL OVf MIJ MR SCALE 3/4' = 1'-0' 5�I GALVALUME STEEL STANDING SEAM ROOF PANELS MIN. 24 GA. E.W. RAFTER 6' VINYL FACED - FIBERGLASS INSUL. R-IS PREFINISHED 26 GA. STEEL WALL SHEETS STEEL GIRTS 3' VINYL FACED - FIBERGLASS INSUL. R-10 4 PAINTED CMU W/ STUCCO FINISH THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN Of4D&R TO C0,10PLY WITH ALL APPUC,` ME CODES. a. n F2 - REINFORCED CONCRETE — FOUNDATION W/ (5) S'S BOTT. " AND (3) S'S TOP I gTYPI(fll WE SfCTIOn SCALE 3/4' = 1'-O' CONSTRUCTION � CORPORATION Sfl.l IOnS CGCO1 084 772-461-8335 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA bRflSSfUP m DPObOT W llffCTS, PA 214 DflTURfl STRffT - SUITE 311 WEST PflIM 6fflCfl, ffORIDU 33401 (0)561-820-8088 (0 561-820-8089 WWW.6RflSSfURUUDDRODOT.COM flR 0017698 flR 94843 UCBRD 601 64 UCUR6 67673 Ufl 26001461 do ✓1 /�v 14 �JE 0 I SHLfD 6Y: 0 JfffPtT D. bRUSSfUR - flR 0017698 ❑ JflS011 P. DR060T - flR 94843 �1 JOD #: 17-008 Dflff: 9-18-17 DPSIQflfD 6Y: JD6 DRflfTED 6T: JD6 CflfCKfD DY: JD6 MISIOUS: , fl 4 @,u 15 0 -4' 4'-0' 1 L fL F- 20' X 16' REINFORCED 0 CO BETE FOUNDATION W/ C3) *5'S _ d) O t-------------- -- ------------ --- r FI (CONY.) r t i �� �r ,� FI (CONY.) , i i 4 , i----------- ----------------- �� / �• -�-------------- / \ I- � �----------- - �----------` ' `-------------- ' , ------------- � �� FI (CONT.) T FIN I bRflsstuP { CJ (TYP.) I L 4' THK CONC. SLA5 REINFORCED W/6X6W2.1XW2.1WMP.ON6 MIL. VISQUEEN ON WELL COMPTEI I SOIL. SEE STRUCTURAL DWGS. FOR REINF. ; D R O b O T I flp(fliTfQS, PA e I I I I I I @ 0 ' I CJ (TYP.) i I I I I � I @ I '' _ —5' THK LONG. SLAB f�INFORCED - _ — - ''77i W/ 6X6 W 2J X W 2.1 W1LF. ON 10 { MIL. VISQUEEN ON WELL COMPACTED TERMITE TREATED SOIL, SEE STRUCTURAL DUr3S. _ FOR REINF. . I IL I Q Q I I � � CJ (TYP.) (3 u 3 'ME CONC. SLA5 REINFORCED j W/ 6X6 W 2.1 X W 2.1 W.WF. ON 6 I MIL. vISQUEEN ON WELL COMPACTED SOIL. SEE STRUCTURAL DMS. FOR REINF. 10 CJ (TYP.) I 10 I I I I I I I I � 00 -r °° iX �4- THK GONG. SLA5 REINFORCED �TEP W/ 6X6 W 2.1 X W 2.1 W.WF. ON 6 MIL. vISQUEEN ON WELL 4' THK GONG. SLAB REINFORCED 'COMPACTED SOIL. SEE TRUCTURAL DWL'sS. FOR REfNF. W/ 6X6 W 2.1 X W 2.1 W.W.F. ON 6 COMPACTED SOIL. SEE CJ (TYP.) STRUCTURAL DLLGS. FOR REINF. to i0--------y---rr--------------- --�+---+----- r ~ --------------------------- O TYP. � r � r TYP. � r �---t-------------- -----DOO---- Q F1 (CONT.) rjL A , r 1r A 'IT" W �r W `O.H. POOR f ram/ NDO DO p0 D Np DOOR DO p0 NDO of -0' 5'-0' -0' 6'-10' -0 10'-4' -0' S'-T' -0 5'-0' -0 8' S' 6'-6' 9'- -0, 4'.10' 3' I' -4' m —CONCRETE PAv=R DECK ON r-- _ WELL COMPACTED CRUSHED 0 O O CONCRETE ON WELL COMPACTED - - -i--- 7 SOIL m F5 F5i i fTz - 54' X I6' REINFORCED I I 14'-4' I i CONRETE FOUNDATION W/ (6«5 ) 'S EA. WAY F3 , F4 o I -6' 10--6- LL I 6' TI-K GONG. SLA5 INFORCF /W/6X6W2.1XW2.1W F.ON6 MIL. VISQUEEN ON WE L COMPACTED TER ITE9 TREATED SOIL, SEE STRUCTURAL DWCaB. FOR RE INF. 'I i � r F4 5 1 i F3 ` O.H. Dc I o 0 7' THK CONC. SLA5 REINFORCED W/ (vX6 W 2.1 X W 2.1 WWF. ON 6 MIL. VISQUEEN ON WELL COMPACTED SOIL. SEE STRUCTURAL DWGS. FOR REINF. LL Ei ?4 DOTUDO STREET -SUITE 311 PflLA 6fflCh, fLODIDO 33401 (0)561-840-8088 (f)561-820-8089 5Ph55EUPU11DDDODOT.COA flD 0017698 flD 94 84 3 CflDb 601 64 hCflDb 67673 hfl 26001461 J J 0 V � LL F— V !n v r o _ n J d a o � a0 0 9 OJ C= Lon @ O 12 cr— Lon A O 4' TI-K CONC. SLA5 REINFORCED W/6X6W2.1XW2.I1111JF.ON6 MIL. VISQUEEN ON WELL STRUCTURAL DWCsS. FOR REINF. FI (CONT.) I I ,-, TYP. -2' 15'-0' THESE %ANS AND ALL PROPOSr-D WCri!( ARE SUBJECT TO ANY COf1FRECT'!cNS REQUIRED BY FIELD INSPECTORS THAT fr1AY BE NECESSARY IN ORDM TO COMPLY SMITH ALL ArrjPLJC aaLE COf)E3, fOUNNTIOn PIE CONSTRUCTION X if CORPORATION SCfl�f: 1/8" = 1'-0" 772-461-8335 LIC. CCC013084 POST OFFICE BOX 186 • FT. PIERCE • FLORIDA SMIfD bT: ® JfffPfT D. bIASSM - P 0017698 ❑ 11IS0I1 P. DDO6OT - flP 94843 Job #: 17-008 DBTf: 9-18-17 MIMI) bT: JDb DRflf(ED bT: JDb CfIECKfD bY: JDD PiNISIOnS: a I 1 • 0 1/ 7,� SfiffL 11 —Of fOUnDflTIOn nOTfS I. FLOOR SLAB TO BE 5' THICK POURED CONCRETE SLAB WITH 6'x6'xl.4xlA W. W1N, ON 10 MIL. VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED TERMITE TREATED SOIL (2900 PSF (MIN.)). W.W.M. SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SUPPORTED AT V-0' O.C. EACH WAY WITH APPROVED MATERIALS. 2. ALL CONCRETE FOR SLABS AND FOOTINGS SHALL NOT HAVE LESS THAN (3,000 10.51 STRUCTURAL VALUE) ® 28 DAYS. MAXIMUM WATERICEMENT RATIO MUST NOT EXCEED OB5 (.40 FOR COASTAL CONDITIONS AND IN THE TOWN OF PALM BEACH) MAX. SLUMP = 5' 3. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL NOT HAVE LESS THAN (3,000 PS.I.) + 28 DAYS. WATERICEMENT RATIO MUST NOT EXCEED 0.55 (AO FOR COASTAL CONDITIONS AND IN THE TOWN OF PALM BEACH) 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 PSF. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY REPORT BY A FLORIDA REGISTERED ENGINEER PRIOR TO ANY WORK 5. TERMITE TREAT SOIL AS PER CODE. 6. FIBER MESH MAY BE USED IN LIEU OF 6XrvA4XIA WUM. 1. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO CONTINUING ANY WORK S. PLUMBING CONTRACTOR TO VERIFY LOCATIONS or ALL FIXTURES PRIOR TO POURING SLAB 9. 10. USE TOPICAL CONCRETE CURING COMPOUND FOR ALL FLAT SLABS. 11. PROVIDE AN ADDITIONAL 60' WIDE 6XroAAXI.4 W.W.M. s FOOTING PERIMETER 12. ALL CELLS UNDER GIRDER TRUSSES TO BE FILLED. 13. SEE SECTION AND/OR DETAILS FOR CONNECTION REQUIREMENTS FOR LOAD BEARING WALLS AND PARTITIONS. 14. ALL REINFORCING STEEL TO BE ASTM 615, GRADE 60. 15. FILL PLACED 5'-0' OUTSIDE OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN, WELL GRADED SAND IN 12' LIFTS (MAX.). VIBRATORY COMPACTION SHALL BE USED IN ORDER TO ACHIEVE A MINIMUM OF 95% PROCTOR ASTM D PER FLORIDA BUILDING CODE, SEC. 18042.1- 16. VERIFICATION OF TEST FOR MODIFIED PROCTOR ASTM D15551 SHALL BE FILED WITH THE BUILDING OFFICIAL. M. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 10. SPLICES SHALL BE 48 BAR DIAMETERS AND CONT. AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS IN EACH DIRECTION. IS. CONTRACTOR TO VERIFY ALL ROUGH OPENING LOCATIONS PRIOR TO FILLED CELL PLACEMENT. 20. ALL EXTERIOR SLABS ON GRADE SHALL BE SLOPED FOR DRAINAGE CALCULATED AT 1/8' PER FOOT (MIN.) FOR COVERED SLABS AND 1/4' PER FOOT (MIN,) FOR UNCOVERED SLABS COLUMn SOME (A) 6'x8' FILLED CELL 11111 5 VERT. • 40' O.C. MAX e 1 (2) 8'x8' FILLED CELLS W/ 15 VERT. IN EA. CELL (=161) (C) (2) 8'xS' FILLED CELLS W/ 101 VERT. IN EA. CELL (=16'J D ; 8'x8' FILLED CELL W/ 1 01 VERT. E FORMED AND POURED CONC. COLUMN W/ 5. VERT. (AB SHOWN) W/ 03 TIES 012' O.C. i F T990 COL. BLOCK W/ 25 VERT. W/ FILLED CELL G TS54 COL. BLOCK W/ 25 VERT. W/ FILLED CELL (H) B'xl2' COLUMN BLOCK W/ 25 VERT. W/ FILLED CELLS I 12'xI2' COL. BLOCK W/ 45 VERT W/ FILLED CELLS J 1 16'xl6' COL. BLOCK W/ 4% VERT W/ FILLED CELLS i K i SONO TUBE W/ 45 VERT. W/ +3 TIES •12' O.G. FILLED L 1 8'xl6' COLUMN 'O' 4 'A' BLOCK ALTERNATED W/ 2 5, VERT. W/ FILLED CELLS (M) 3 1/2' X 3 1/2' X 1/4' T. T.S. COLUMN. N) FORMED AND POURED 8'xl2' GONG. COLUMN W/(4) 5 VERT. W/ *3 TIES 012' O.C. (0) FORMED AND POURED 8'xib' GONG. COLUMN W/(4) 05 VERT. W/ 03 TIES •12' O.C. fOUnDflTIOn SCHEDULE � RER�ORCING (o) STIRRUPS [ SPECIAL CONDITIONS iCr I M]Q MM W,, SPACMG FI 51, X 36, 1 46'S 2 5'S lob's 03 48' - F2 36' X 18' 3 5'S - 5 515 - - - F3 60, X 36, 5 "6'S 6 5'S 5 %,S 03 F4 48' X 42' 6 %'S 4 5'6 6 %'S 03 48' F5 54'X16' _ - 656 EA. WY. - - _ F6 20' X 16' - - 30515 - - - Fl 32, X 12, - - 3 5'S - - NOTE: 03 STIRRUPS AT 8' O.C. AT TIE BEAMS OVER LINTELS AND 15EAMS ADD C0F BARS TO MATCH FOOTING LINE OFF FOOTING J_�r� -SEE PLAN PLfln flT fOOTIM6 COMP Flll l MFSH ADD CORNER - BARS TO MATCH FOOTING REINFORCEMENT -GROSS WIRE WUND WIN fflbPl( LOP MR LINE OF FOOTING SAW CUT- -SEE PLAN GONG. SLAB -SEE PLAN d PLfln flT fOOTInO InTfNGIOn — (2) ONS'(MIN) MASONRY BOND BEAM WITH 25 CONT-EXTEND S' (MIN) INTO WALLS AT ENDS NOTE: TYPICAL AT TOP OF 0111 WALL WALL REINF. TYPI(flL RfWflAOM bHM SfCTIOn VAPOR J BARRIER WWF - PLACE M -SEE NOTES MIDDLE i OF SLAB TYPUL COnTPOL )OF NOTE: CONTROL JOINT SHALL BE SAWCUT BETWEEN 4 AND 8 HOURS AFTER CONCRETE IS PLACED, cnrsc e= a d TYPIUL HIPPln MR SLOPED DOOR —THICKENED EDGE FOUNDATION OVfDflfflD DOOR PfCfSS °�-ENGINEERED BTEEL :OLUMN ANCHOR BOLTS 7 010 AT H.P. 01 +5 AT H.P. °2 OPTION: (2) OTIS AT H.P. 9 / THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY COFIAECT!ONS 'REQUIRED BY FIELD INSPECTORS THAT . MAY BE VECESSARY IN ORDBR TO C016PLY WITH ALL APPL)CABLE CODES. fODUTIOn nORS RD DUMB CONSTRUCTION SOU: 1l8" = 1'-0° 772-461-8335 POST OFFICE BOX 186 CORPORATION LIC. CGCO13084 PIERCE • FLORIDA bPflSSfUP LI DPObOT WINGS, PA 224 DITURI STRffT-SUI1t ill VEST PER DfBCB, fIORIDfl 35401 (0)561-820-8088 (0561-820-8089 WWW.DRflSSfURflRDDRODOT.COM flR 0017698 flR 94843 11CBR6 601 64 R(flRb 67675 flfl 2600 146 1 U n U J oc Qe! C= t/1 cr=4-1 O ✓1 w o O o a b ON SHLfD bY: ® WPtT D. bIASSM - flR 0017698 ❑ 35011 P. DRODOT - flR 94843 17-008 9-18-17 DfSIOntD bT: )Db DHfffD bT: ]Db CflfCKfD bT: ]Db RfNSIOE: 0 SflffT: I Of: -