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RC-12-2215BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: Electrical MAR 2 7,2014 FBC 20 Permit No.•+ Z_--- le - Master Permit 22.05 ADDRESS: U\LKO '---->^T Miami Shores County: Miami Dade Zip: 4� /Parcel#: U--3 to I --01(y --00:Z1) the Building Historically Designated: Yes NO -4 Flood Zone: OWNER: Name (Fee Simple Titleholder): �.�AW (j0,Sd-1 ©1A GL�.('Vpt�Yhone#: a 5 -`1� - `�4 Address: 1 a if5W City: �\'AA:k'h L i State: --P-LQ G 'L -fes. Zip: 1 2-*�5 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: S `�=t� J'� _ll > Phone#: TOG -76C 41 -02-L Address: (QG 4Q— <`�Ci) l PL City: Oh. NA.1 State: -r1-01 h Zip: Qualifier Name: U ) t LLA b KA �- Q t--t_.L 'tA-C=7V(--- <---- Phone#:-- E3c, - 1 --©a: L State Certification or Registration #: JLC. - LG Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 71'rodo. 0 Square/Lineay Footage of Work: . Type of Work: DAddress ❑Alteration ❑New ❑Repair/Replace ODet6lition Description of Work: t 1%�C��•�D&ZA19a A2 (lazy — Submittal Fee $ Permit Fee $$ CO/CC $ Scanning Fee $ Notary $ Double Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ORIGINAL Gl Y U S U rc SCOPE SCALE AS SHOWN O DESIGNED OF U NEW OFFICE. NORK: ® NEW BATHROOM AND WIC TO BE REMODELED. ® WINDOWS REPLACEMENT ®KITCHEN NEW LIGTHS AND NEW CABINETL AINFIELD REVISION 05-06-2014 INFIELD REVISION -PLUMBING: COLD, HOT AND SEWER FOR THE REMODELED RATu -ELECTRICAL; NEW PANEL AND METER F3ELOCATED. -MECHANICAL: NEW RETURNS, NEW AHU AND NEW CU. -BUILDING NEW GABINETS NEW DIMENTION WONDOWS k EXIST. CMU WALL W/ FILLED CELL 2"x6" 0 MID. HEIGHT— ATTACHED W/2 -16d NAILS EACH SIDE 2"x6" P.T. WOOD) BOLTED TO CMU WALL W/ 1/2" DIAM. X 6" LONG. EXPANSION BOLTS. 0 16" O.C. W/ OVERSIZED WASHERS. MIN. EMBED. 5" 0 EXISTING CONC. SLAB x V/ Gl Y U S U rc SCALE AS SHOWN O DESIGNED U N O Y c O ON z wC22 Q Q M~ 0 O LL Utz Co cfl W r. Q 00 O ��1CIST. 2X80 16" O.C. CEILING JOIST 3-2"X6" GRADE 2 SO PINE CONT. TOP PLATE (USP) TP4X TOP PLATE ANCHOR W/10d NAILS 2"x6' VERTICAL WOOD STUD 0 12 O.C. 2-2"x6" P.T. WOOD & WOOD CONT. SILL PLATE W/O 1/2" X 8" LONG. ANCHOR BOLT 0 16" O.C. STAGGERED TO BE PROVIED ATRAP FROM THE T.E. TO STUDS USP SPT 6 W/6 -10d X 1 1/2" NAILS 0 EACH -----STUD N.O.A. I SECTION FOR NEW LOAD BEARING WOOD WALL N.T.S. ORIGINAL FLOOR PLAN SCALE: 1/4"=l'—O" t � �s `n�`�? a F Sn > y y;RE C�JVE *. r MAY 14 2014 a1,y. Y ;~ Ii _,3w.,C {e 4.1Pi'ROVED BY DATE ZONING i 3:RJ TjURAL i 7 -4� r�T r< RICAL / / PLU;�1;lN6 �� s P: ECHAN:CAI 5 1 + I 1 B:. DG. C)( 10 CCPr i.••V";."'"`�•,• H �;LL i Ll• RAL,`UCC t JTATt AND' CfjUN (i R,,Ke) AND F;EGJ,AflOtiS., N0. REVISIONS INFIELD REVISION 05-06-2014 2 W Gl Y U S U rc SCALE AS SHOWN O DESIGNED U N O c O ON z wC22 Q Q M~ 0 O LL Utz Co cfl W r. Q 00 O 0 7 u)(y) O N1 O L- v� G z�wiZQ zockf rn� QW m� �W wv zQ p a- zW Q0� :5;u O� Y 00 ry0 W Z °- �—Z W 0 00 ixW ~ � Z LL U WLLJ 0 W z QO / i1 o V SEAL DATE 05-06-2014 Gl Y U S U SCALE AS SHOWN DESIGNED DRAWN FM ORIGINAL .. 2.- WIND SPEED = 175 mph WITH SCOPE "X14"TO B 4.- EXPOSURE = C EW S OF WORK: WINDOW ESCAPE NOTES: 2'-0"X6'-8" NEW OFFICE. ® NEW BATHROOM AND WIC TO BE REMODELED. ® WINDOWS REPLACEMENT ®KITCHEN NEW LIGTHS AND NEW CABINETS. �-� INFIELD REVISION A05-06-2014 INFIELD REVISION -PLUMBING: COLD, HOT AND SEWER FOR THE REMODELED BATH. -ELECTRICAL: NEW PANEL AND METER RELOCATED. -MECHANICAL: NEW RETURNS, NEW AHU AND NEW CU. -BUILDING NEW GABINE-rS NEW DIMENTION WINDOWS NEW SHU GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO NEW WINDOW COMMENCING ANY WORK. S -H CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. ACCEPTANCE OF THESE PLANS CONSTITUTES 74"X38" APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. ZONE 4 2. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS AND P=+50.63 PSF P=-56.31 PSF RELATED JOB'S CIRCUNSTANCES TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. EGRESS WINDOW 3. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 4. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE. PLEASE NOTE - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. WIND LOAD NOTES: H11# ST. FILLED CELL 1.- a = 4.4' .. 2.- WIND SPEED = 175 mph WITH 3.- IMPORTANCE/USE FACTOR= 1.0 "X14"TO B 4.- EXPOSURE = C EW S 5.- Kd = 1.0 ASCE7-10 REMARKS WINDOW ESCAPE NOTES: 2'-0"X6'-8" 1.- All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet.(R310.1.1). SUPPORTING Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet. NEW 2.- The minimum net clear opening height shall be 24 inches.(R310.1.2). 3.- The minimum net clear opening width shall be 20 inches. (R310.1.3). 4.- Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches.(R310.1). NEW WINDOW 72"X63" 5.- Sill height minirnum 36" or provide permanent guard rail at 42" AFF, -,chile maintaining required escape opening. ZONE 4 P=+50.63 PSF P=-56.31 PSF AS PER FBC 2010 R310 REINFORCED GROUTED 1"X4" P.T. WOOD BUCK W/ CELL CTYP. AT EA.JAMB. 1/4"X1 3/4" TAPCON SCREWS 4" FROM THE END AND AT TYP. BS WALL INTER OR rA 5" OC. MAX. ELS WHERE EMBEDDEDCALLKLNG. - - ST ucc EXTERIOR CALK THE SHUTTERS ARE EXISTING WINDOW CONNECTION DETAIL N.T.S. 38 7/8" BUCK -- GRADE LEVEL WITH N,F.P.A. 2, EXISTING APPROVED MEANS OF ESCAPE 57 3/4" BUCK 24" CLEAR OPENING 35" W X H 35 5/16" X Q 24"=5.885 SQ FT. FINISH FLOOR36" MIN. W: 0= 39"X58 7/8" 1 M:O= 39 3/4"X58" EGRESS WINDOW DETAILS NEW 0 EXISTING BEDROOM #2 j (STING 'LOAD RING WALL SD TO BE LEGALIZED. 4'-8" 3'- SHUTTER IN EXISTING NEW DOOR 102, i „ OPENING Tei dL � PARTITION T -2 BE LEG. f i -r XIIC`". BATHROOM ALEDELL EXISTING 6'-10" REMODELED 5-01_12 BEDROOM #1 TOILET 12 EXISTING NEW WINDOW RELOCATED S -H AND LAV. BATH 74"X38" WITH/ //// ZONE 4 EXHAUT F P=+50.63 PSF P=-56.31 PSF 0 NEW D00 1 0 EGRESS WINDOW ANEW MULLION FOR ALL WINDOWS U CO -EFFICIENT SHG C EXISTING R-30 CEILING R-5 CBS WALLS NEW WINDOW S -H 3-36"X38 3/8 IZONE 4 P=+50.23 PSF P=-52.31PSF SHUTTERS NEW WINDOW _S -H ZONE 4 P=+49.46 PSF P=-55.67 PSF O"M 0 NEW SHUTTERS 11-0922.01 EW LLIONS ACCORDfDN RS NEW WINDOWS +65 PSF M05PSF A 12-030 .44 11-1013.13 -70 PSF 05 PSF +80 PSF -120 PSF OX EXISTING WINDOWS TO BE REMAIN N.W NEW WINDOWS TO BE INSTALLED ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE 2010. CONSTRUCTION REQUIREMENT: ALL PUBLIC AND PRIVATE WORK INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICES, SANITARY SEWERS, SANITARY SEWER SERVICES, STORM SEWERS, DRAINAGE SYSTEMS, ROADS, SIDEWALKS, PARKING LOTS, SITE GRADING AND LANDSCAPING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OR COUNTY WHERE THE JOB IS PERFORMED ORDINANCES, STANDARDS, SPECIFICATIONS, AND DETAILS THAT APPLICABLE. NO DEVIATIONS FROM THE OWNER/DEVELOPER OR CONTRACTOR'S SUBMITTED PLANS WILL BE ALLOWED UNLESS WRITTEN APPROVAL FROM THE CITY OR COUNTY WHERE THE JOB IS PERFORMED IS RECEIVED, ALONG WITH PERMISSION FROM THE CITY OR COUNTY WHERE THE JOB IS PERFORMED FOR WATER AND SANITARY SEWER DEVIATIONS. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE BY THE CITY OR COUNTY WHERE THE JOB IS PERFORMED. TERMITES PROTECTION NOTE: 105.10 CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER- RESISTANT JOB- SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES.THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,IDENTITY OF THE APPLICATOR,TIME AND DATE OF THE TREATMENT,SITE LOCATION,AREA TREATED,CHEMICAL USED,IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED,FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. EXISTI�JG LIGI ARTITI, EXISTING ;DINING NG I C-8 >UT3'-0" 06" 1. O 10'-0" NEW 6"X10" 100 CFM CEILING TYPE C EW ARC FAULT ULT OFFICE -19 A 72" J NO POINT ALONG COUNTER TC RE MORE THAN 2 FEET PROF G.F.I PROTEC-E REGEPTICLE. PUT D RECEPTACLE'JP )ER SINK. ALL FIXED APPLIANCES ON DE )IGATED CKTS. 0 C- COLUMN Z_8 .. SIZE WITH TYPE "X14"TO B FRAME EW S u REMARKS 10 2'-0"X6'-8" 1-3/4" FLUSH WOOD SUPPORTING PRIVACY 2 NEW WINDOWS LLI T-- Ln Q Mr-- n,n 6 NLL� LL r- NEW WINDOW ATTHACMENT. S -H SEE DETAILS 0"X63" AT A-2 NEW WINDOW 72"X63" 00 11 U) ZONE 4 P=+50.63 PSF P=-56.31 PSF ZON P=+50.63 PSF P=-56.31 PSF 00 i 0� �Q W (1 Ozz W ARC FAULT b THADOM HMPTAOLg ON 20 AMP CKT MND G 1 PRMMD W � 0_ o LL P. N.E.C. 210.12(8) PROPOSED FLOOR PLAN SCALE: 1/4"=1'-0" ADD SMOKE/CAF ON M( tj'-A]�- ;; tcyI'Ua1`b ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. TYPE OF OCCUPANCY R3. DOOR SCHEDULE MARK SIZE WITH TYPE MATERIAL FRAME HARDWARE QTY REMARKS 10 2'-0"X6'-8" 1-3/4" FLUSH WOOD WOOD PRIVACY 2 NEW z LLI T-- Ln Q Mr-- n,n 6 NLL� LL r- �j _ Uj QO W *k 00 11 EXIST. R �I 2"X4" GRADE 2 SO PIN WOOD BRACING AT MID HEIGHT © 16" O.C.____7 8'-2" CABINETS INSTALLED CABINETS INSTALLED �I `` cfe-1 C__ 2"X4" GRADE 2 SO PINE _ CONT. TOP PLATE. NAILED TO WOOD ROOF W/16D NAILS ® 4" O.C. 2"X4" GRADE 2 SO PINE WOOD VERT. STUD 16" 0. C. 1/2"GYPSUM DRYWALL SCREW TO VERT. WOOD STUD. 2"X4" P.T. WOOD CONT. BASE PLATE W/O 16D NG 4" CONCRETE NAILS ® 8" SLAB TYP. PARTITION DETAIL N.T.S. A, INFIELD REVISION 05-06. 2014 EW CU 5 TON TO BE INSTALLED DUE STEAL IT I O , X 1 TO BE REMOVED ALL PLUMBING FIXTURES AND CAPPED PIPES LEFT LIKE CLOSET NEW ELECTR. METER RELOCATED AINFIELD REVISION 05-06-2014 ZINDERGROU N�. REVISIONSINFIELD REVISI W LO 0 0 NJ 0)ALL U >5 N z � 0 <W 0 0 LID N zT_ z LLI T-- Ln Q Mr-- n,n 6 NLL� LL r- �j _ Uj QO W *k 00 11 SEAL DATE 05-06-2014 SCALE AS SHOWN 0 (DE IGN-JN' Y U W [ RA U M INAl LO 0 0 NJ 0)ALL ry >5 _r v) W z � �ZQ6i� <W m2 LOU W z n,n zW 00-00 U) 0� z_ 00 i 0� �Q W (1 Ozz W W3:Q W � 0_ o LL U LO Wz 0 W CL z<0 (� SEAL DATE 05-06-2014 SCALE AS SHOWN 0 (DE IGN-JN' Y U W [ RA U M INAl n A/C EQUIPMENT SCHEDULE ORE UAL NO UNIT NUMBER AHU-1 Fz_ AREA SERVER SEE FLOOR PLAN O TOTAL SU PP L Y AI R CFM 1000 NEWRE O U T S I D E A I R - COORDINATION EXTERN AL STATIC PRESS. H2O 0.35 a FAN MOTOR HP/FLA 1/2 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND ELEC. CHAR. V/0/ 208/230/1/60 O COOL. COIL CAP. BTU/HR 36,000 UU TOTAL SENS. HEAT BTU HR 32,600 INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE INSTALL IN ACCORDANCE WITH THE FLORIDA z J ENT. AIR TEMP. OB/WB 80/67 BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL SUCTION PIPING WITH 1/2 PAYING SPECIAL ATTENTION O MODEL NUMBER - U LL CLOSED CELL POLYETHYLENE PREMOLDED PIPE M W�QO UNIT MANUFACTURER CARRIER OR EQUAL INSULATION, WITH AN APPROVED PIPE AND SMOKE MODEL NUMBER FX4DN(B,F)036 OR EQUAL = WEIGHT LBS 200 Q PROVIDE THE FOLLOWING COMPLETE SYSTEMS COATS OF WHITE LATEX PAINT. REMARKS, REF. PIPING RS/RL 3/8" - 7/8" PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW UNIT NUMBER CU -1 z VOLTAGE HEAT -COOL THERMOSTATS WITH ON-OFF AUTO LOCATION SEE FLR. PLAN C. N/A z AMBIENT TEMP. F 95 V) REFRIGERANT R R-410 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE o COMP./ COND. FAN FLA 19.2/ 2.2 OF ACCEPTANCE OF THE PROJECT. 0 EXEC. CHAR. 208/230//1/60 MANUFACTURER CARRIER OR EQUAL o INSTALLATION. COORDINATE REQUIREMENTS TO AVOID J O MODEL NUMBER CA16NA036****A OR EQU OU WEIGHT LBS 270 < REMARKS SEER/NOTES 16 Q AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM U UNIT MTD. ELEC. HEAT CAP. 5 KW/25 KBTU/HR Z 1= STEPS OF ELEC. HEAT No 1 Q =230//1/60 CHAR. 230//1/60 250 CFM ago CEILING 11 a TYPE DUCTWORK MODEL NUMBER - NOTE: INSTALL AHU-1 WITH PROGRAMMABLE THERMOSTAT. ORIGINAL GENERAL' NOTES NO DUCT SMOKE DETECTOR GENERAL SCOPE PROVIDE FINISHES AND TYPES CEILI O OF WORK: NEW OFFICE. ® NEW BATHROOM AND WIC TO BE REMODELED. ® WINDOWS REPLACEMENT ® KITCHEN NEW LIGTHS AND NEW CABINETS. INFIELD REVISION -PLUMBING: COLD, HOT AND SEWER FOR THE REMODELED BATH. -ELECTRICAL: NEW PANEL AND METER RELOCATED. -MECHANICAL: NEW 7 RETURNS, NEW AHU AND NEW CU. -BUILDING NEW CABINETS EW DIMENTION WINDOWS i GLASSFIBER SUPPLY DUCT ATT STRIP HEATER DISC SW AINFIELD REVISION 05-06-2014 AIR CONDITIONING GENERAL' NOTES NO DUCT SMOKE DETECTOR GENERAL PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL PROVIDE FINISHES AND TYPES CEILI O SMOKE DAMPERS WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL NEWRE SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR DRAWINGS. OF MOUNT IN COORDINATION PROVIDE ( FURNISH AND INSTALL ) ALL NECESSARY INSTALL SINGLE THICKNESS INSTEAD. a FIRE STOPPING MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND INSTALLATION WALL 10"X12 " AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS HARD OR SOFT DRAWN ON ACR COPPER TUBING WITH TYPE SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE INSTALL IN ACCORDANCE WITH THE FLORIDA SHALL BE 95/5 APPLIED WITH SUITABLE FLUX. MANUFACTURER'S MANUAL AND RECOMMENDATIONS BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL SUCTION PIPING WITH 1/2 PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES ORDINANCES. INSULATE ALL REFRIGERANT FOR INSTALLATION, OPERATION AND SERVICE. LL CLOSED CELL POLYETHYLENE PREMOLDED PIPE M W�QO (n�Z SCOPE OF WORK INSULATION, WITH AN APPROVED PIPE AND SMOKE It 0 JACKET. PAINT ALL EXPOSED INSULATION WITH TWO PROVIDE THE FOLLOWING COMPLETE SYSTEMS COATS OF WHITE LATEX PAINT. A. CLEAN A.H.U. COIL. PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW B. REPLACE ALL SUPPLY DUCT SYSTEM. VOLTAGE HEAT -COOL THERMOSTATS WITH ON-OFF AUTO SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT C. N/A MANUFACTURER. ALL AIR CONDITIONING COMPRESSORS SHALL BE PAY FOR ALL FEES, INSPECTIONS AND CONNECTION WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE CHARGES REQUIRED OF ACCEPTANCE OF THE PROJECT. VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS AIR DISTRIBUTION PRODUCTS - AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR PROVIDE SUPPLY AND DIFFUSERS INSTALLATION. COORDINATE REQUIREMENTS TO AVOID AS INDICATED ON THE DRAWINGS. INTERFERENCE WITH OTHER TRADES. GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. Q NEW 12"X12" MATERIALS 250 CFM ago CEILING 11 a TYPE DUCTWORK EXISTING EXISTING GENERAL. ALL DUCT SIZES SHOWN ARE CLEAR I SIDE FLORIDA DINING DIMENSIONS. L AINFIELD REVISION 105-06-2014 NOTE PROVIDE SAFETY FLOAT SWITCH DEVICE AT CONDENS. PAN FACTORY FABRICATED FILTER SECTION 1" THP,OW AWAY �U 2"X4 STEEL CHANNEL SUPPORT PLENUM ' REFRIG. LINES CONCRETE SLAB COND DRAIN TO C.U. ON TO OUT SIDE AHU MOUNTING DETAIL NTS FOR ALL WINDOWS U CO-EFFItj CIENT SHGC EXISTING R-30 CEILING R-5 CBS WALLS EXISTING BEDROOM #1 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR BEDROOM #2 FIRE DAMPERS CEILI O SMOKE DAMPERS _ �-- V) NEWRE FIRE RATED ENCLOSURE I D"x 2 GRIL EXIST. 6"X10" FIRE RATED ROOF FLOOR CEILING ASSEMBLY 100 CFM 4 WALL a FIRE STOPPING a NEW RETURN A/C SMOKE CONTROL WALL 10"X12 " SD 0 IST. X10" / O \ 00 CFM a WALL TYPE nn EXISTING OPENING E0XII, T EXI�6§,T 5" 010" an-- EXISTING NEW 12"X12" BEDROOM #2 CEILI O SD _ �-- V) NEWRE U I D"x 2 GRIL EXIST. 6"X10" PE 100 CFM 4 WALL a TVDC a NEW RETURN A/C WALL 10"X12 " SD ry TYPE IST. X10" / O \ 00 CFM a WALL TYPE nn EXISTING OPENING E0XII, T EXI�6§,T 5" 010" 010" PROGRAMMABLE NEW 20"X20" RETURN AIR GRILL 14"X16" 06" NEW OFFICE NEW 6"X10" 100 CFM CEILING TYPE MECHANICAL PLAN SCALE: 1/4"=l' -O" GFM CLOSURE (OVER POCKET LOCK AND DUCT BOARD) FLANGE # 10 X 1 1/4" SHEET METAL EWS 12" ( MAX.) O.C. MIN. 2 PE SIDE FIBROUS GLASS DUCT 22 GAUGE SHEET METAL POCKET LOCK 1" X 1" X 1" SHEET METAL CO_N N . NOT TO SCALE GWS MTL STRAP 1/2"0 EXP BOLT 08" CONDENSING\ UNIT 2"x2"x1 /4" STL ANGLE (1/4" CONTIN FILLET-GWELD EXIST. CL NEW 18"X18" RIGID DUCT RETURN All NEW AHU SEAL JOINT WITH DUCT SEALER AND TAPE DRAW BAND -� LOW XELOCITY SUPPLY AIR DUCT (SEE LAN VIEW) SPIN COLLAR FITTING WITH DAMPER DIFFUSER OR REGISTER JG EX. DUCT WITH ER 4"N (25 GA.) SMOOTH MTL. DUCT / THRU ROOF (SEE DETAIL ABOVE) / FLEXIBLE DUCT CONNECTION DETAIL EXIST. ref EXISTING KITCHEN NEW 0"X10" 2 CEI NG TYP EXISTING GARAGE 1 /8"X1" GWS MTL STRAP OVER CU #14 SCREWS AIR FLOW IN PANEL 200 AMP �IR FLOW CONDENSATE RETURN do FREON LINES IN ROOF-4"PVC SLEEVE 7/8" GAS 3/8"LIQUID W/ 3/4"INSULATION 2"COND DRAIN -NEW CU 3.5 TON NEW ELECTR. METER RELOCATED CONDENSING UNIT CU -1 FILTER AND DRYER SIGHT GLASS PIPE INSULATION REFRIGERANT LINES TO AIR HANDLER 2-- 4" CONCRETE BASE 4" CON C SLAB A/C CONDENS NSG UNIT DETAILS NOTES: A/C CONDENSING UNIT TO BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILIDING CODE "MECHANICAL CODE 2010" . THE STRAP TIE -DOWNS AS INDICATED HEREIN IS IN COMPLIANCE WITH THE FEQUIREMENTS OF THE CODE AND MEETS THE WIND LOAD REQUIREMENTS IN ACCORDANCE WITH ASCE 7-10. 4FIELD REVISION 5-06-2014 N0. REVISIONS INFIELD RrEVISION W an-- EXISTING NEW 12"X12" LIVING 2 G CEILI O TYPE 010" PROGRAMMABLE NEW 20"X20" RETURN AIR GRILL 14"X16" 06" NEW OFFICE NEW 6"X10" 100 CFM CEILING TYPE MECHANICAL PLAN SCALE: 1/4"=l' -O" GFM CLOSURE (OVER POCKET LOCK AND DUCT BOARD) FLANGE # 10 X 1 1/4" SHEET METAL EWS 12" ( MAX.) O.C. MIN. 2 PE SIDE FIBROUS GLASS DUCT 22 GAUGE SHEET METAL POCKET LOCK 1" X 1" X 1" SHEET METAL CO_N N . NOT TO SCALE GWS MTL STRAP 1/2"0 EXP BOLT 08" CONDENSING\ UNIT 2"x2"x1 /4" STL ANGLE (1/4" CONTIN FILLET-GWELD EXIST. CL NEW 18"X18" RIGID DUCT RETURN All NEW AHU SEAL JOINT WITH DUCT SEALER AND TAPE DRAW BAND -� LOW XELOCITY SUPPLY AIR DUCT (SEE LAN VIEW) SPIN COLLAR FITTING WITH DAMPER DIFFUSER OR REGISTER JG EX. DUCT WITH ER 4"N (25 GA.) SMOOTH MTL. DUCT / THRU ROOF (SEE DETAIL ABOVE) / FLEXIBLE DUCT CONNECTION DETAIL EXIST. ref EXISTING KITCHEN NEW 0"X10" 2 CEI NG TYP EXISTING GARAGE 1 /8"X1" GWS MTL STRAP OVER CU #14 SCREWS AIR FLOW IN PANEL 200 AMP �IR FLOW CONDENSATE RETURN do FREON LINES IN ROOF-4"PVC SLEEVE 7/8" GAS 3/8"LIQUID W/ 3/4"INSULATION 2"COND DRAIN -NEW CU 3.5 TON NEW ELECTR. METER RELOCATED CONDENSING UNIT CU -1 FILTER AND DRYER SIGHT GLASS PIPE INSULATION REFRIGERANT LINES TO AIR HANDLER 2-- 4" CONCRETE BASE 4" CON C SLAB A/C CONDENS NSG UNIT DETAILS NOTES: A/C CONDENSING UNIT TO BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILIDING CODE "MECHANICAL CODE 2010" . THE STRAP TIE -DOWNS AS INDICATED HEREIN IS IN COMPLIANCE WITH THE FEQUIREMENTS OF THE CODE AND MEETS THE WIND LOAD REQUIREMENTS IN ACCORDANCE WITH ASCE 7-10. 4FIELD REVISION 5-06-2014 N0. REVISIONS INFIELD RrEVISION W O 75 co n . I..I.. N -I 0)UL O _ �-- V) z< U ; � W N 3: W O z< ry z O 2 V) z OLO _ 00 N z LLi00 T- ~ L6 T- JT N --'CO LL L6 _ M W�QO (n�Z Q� z< 0 o_ L rn V It 0 n SEAL DATE 05-06-2014 / SCALE AS SHOWN Q DESIGNED Y U W I RREVI"mail, ,A N v O 75 co O N -I 0)UL OC N _ �-- V) z< � Z 0� ; � W 00 W 3: W w z< 0� z 2 V) z O 3:z _ 00 � 0 w n. C] Z w o W-0 G_ w�zo: WW LL Q� z< 0 o_ L rn V SEAL DATE 05-06-2014 / SCALE AS SHOWN Q DESIGNED Y U W I RREVI"mail, ,A N v GENERAL NOTES 1. ALL MATERIAL AND WORKMAN-6HIP SHALL BE DONE IN STRICT ACCORDANCE TO THE LATEST EDITION OF THE FLORIDA BUILDING CODE. 2. ALL SANITARY AND AC CONL)ENSATE DRAIN LINES SHALL BE PVC AND SLOPED A MINIMUM OF 1/8 INCH PER FOOT FOR 3". OR LARGER AND 1/4"/FT FOR SMALLER THAN 3". 3. ALL WATER LINES SHALL BE COPPER OR CPVC. 4. ALL PLUMBING FIXTURES SHALL BE WHITE AND SHALL BE FURNISHED WITH ALL NECESSARY ACCESSORIES SUCH AS SEATS, SUPPORTS, BOLT CAPS, ETC, FIXTURES SHALL BE AS SPECIFIED BY ARCHITECT. 5. PROVIDE SHUT—OFF VALVES AT EACH FIXTURE UNIT AND EACH FIXTURE GROUP. 6. ALL SYSTEMS SHOWN ON THE DRAWINGS ARE DIAGRAMATICAL, CONTRACTOR SHALL PROVIDE ALL VALVES, FITTINGS AND MATERIAL FOR A COMPLETE INSTALLATION OF ALL SYSTEMS. 7. CONTRACTOR TO SECURE EXACT LOCATION OF UTILITIES CONNECTIONS AND MAKE ANY NECESSARY DEVIATION FROM THESE PLANS TO OBTAIN A FINAL CONNECTION AT NO EXTRA COST TO OWNER. 8. CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS SUBMITTALS OF MATERIAL AND EQUIPMENT TO SUBSTITUTE BASIS OF DESIGN EQUIPMENT AND MATERIALS NOTED ON THESE DRAWINGS TEN DAYS PRIOR TO BID DATE. AFTER THIS DATE NO SUBSTITUTIONS SHALL BE ADMITTED. 9. CONTRACTOR SHALL VERIFY ALL EQUIPMENT, AND PIPING TO WORK AND FIT PROPERLY WITH ALL OTHER TRADES AND ASSURE THAT THESE ITEMS DO NOT CONFLICT WITH ELECTRICAL FIXTURE AND AC DUCTWORK LOCATIONS. 10. LOCATION AND SIZE OF ALL SLEEVES THROUGH STRUCTURAL ELEMENTS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO EXECUTION. 11. CONTRACTOR SHALL FURNISI-1 THE OWNER WITH ALL OPERATING MANUALS AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT INSTALLED . MANUALS SHALL BE BOUNDED IN THREE RING LOOSE LEAVE BINDERS AND INDEX UY PRODUCT TYPE. ALSO A SECTION WITHIN THE MANUAL SHALL (3E INDEX WITH NAME, TELEPHONE NUMBER AND ADDRESS OF ALL LOCAL SUPPLIERS OF ALL MATERIAL AND EQUIPMENT ItISTALLED TOGETHER WITH NAME, TELEPHONE AND ADDRESS OF ALL CONTRACTORS OF THE PROJECT. PROVIDE 3 SET TO BE APPROVED BY ENGINEER. 12. CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM THE DEFECTIVE WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE BUILDING BY THE OWNER , THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND ALL DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE WHATSOEVER TO THE OWNER. PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY SEWER LINE VENT LINE CD CONDENSATE DRAINAGE LINE SAFE WASTE LINE COLD WATER LINE (C.W.) — — HOT WATER LINE (H.W.) HOSE BIBB W/VACUUM BREAKER GATE VALVE "P" TRAP F 7_ AIR CHAMBER V VTR GD COOG I CO VENT. VENT THRU ROOF GARBAGE DISPOSER CLEANOUT TO GRADE CLEAN OUT 13. CONTRACTOR SHALL PROVIDE 6 SETS OF SHOP DRAWINGS SUBMITTALS FOR ALL MATERIAL AND EQUIPMENT IO BE USED IN THESE PROJECT FOR APPROVAL BY ARCHITECT/EI;IGINEER. 14. CONTRACTOR SHALL MAINTAIN A SET OF REPRODUCIBLE DRAWINGS SHOWING AS BUILT CONDITIONS AS THEY OCCUR. A COMPLETE SET OF AS—BUILT REPRODUCIBLE DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT/ENGINEER PRIOR TO FINAL ACCEPTANCE OF INSTALLATION. THESE DRAWINGS SHALL HAVE ALL INSTALLATIONS REFERENCED BY DIMMENSIONS TO A SET REFERENCED POINT OR POINTS. 15. CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 16. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 17. COORDINATE WORK WITH OTHER TRADES. 18. WHER DI—E TYPE 19. THE 20. CONT THESI EXIST MADE BECO F MARK WC LAV DF ORIGINAL SCOPE OF WORK* NEW OFFICE. ® NEW BATHROOM AND WIC TO BE REMODELED. � WINDOWS REPLACEMENT � KITCHEN NEW LIGTHS AND NEW CABINETS. �IFIFLD REVISION -PLUMBING: COLD, HOT AND S_E_WER FOR THE REMODELED BA1-H. --ELECTRICAL: NEW PANEL AND METER RELOCATED. MECHANICAL: NEW RETURNS, NEW AHU AND NEW CU. BUILDING NEW CABINETS W DIMENTION WINDOWS INFIELD REVISION 05-06-2014 A05 106-2014 REVISION PLUMBING PLAN 2) ANTI -SCALD VALVE. ALL SHOWERS & BATH/SHOWER COMBINATIONS SHALL BE PROTECTED WITH A CONTROL VALVE OF THE PRESSURE BALANCE, THERMOSTATIC MIXING OR COM- BINATION TYPE SET. HANDLE POSITION STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 120/" F. PLUMBING FIXTURE SCHEDULE O LID TRAP FIXTURE HOT COLD MARK SIZE UNITS WATER WATER WC 3" 4 - \" LAV 11 /2" 1 z Q SH 2" 2 O SK 1 \" 2 00 LO r r c ti — J �. WM 2" 4 \" \" DW 1" SW N/A \" - U�7 owz W z 1 U \" W/VALVE & HB - _ _ VAC. BREAKER TUB 2" 11 /2' 2 V \, U. G. A, G. BD 2'" 11 /2, 2 \„ VU.G. A.G.G. 1) FIXTURES f0 COMPLY W/SFBC TABLE 46—R-2 --- ------ —-------•- -_--n-,.,_.,�..,..--•_- ___ �,.,...__..,.....__ ___-__�.,��__.- .,..�.,,.�...,.._--,��,--.--.--^•,- ,�----rte-,,. _:;- �^�- - CAP FOR FUTURE CONNECTION SOLAR OR HEAT RECOVERY GATE VALVE HEAT TRAP H.W. TO FIXTURES HOT WATER, 3/4" UNION DRAIN VALVE SCALE: 1/4"=l 0 n AIR CHAMBER HEAT TRAP GATE VALVE COLD WATER, 3/4" UNION _ PRESSURE & TEMPERATURE T T I RELIEF VALVE (ASME APPRVD.) ELECTRIC HEATER 40 GAL. 2-4.5 KW EF—.97 3/4" Cu RELIEF DISCHARGE LINE, TO OUTSIDE GREEN AREA, TERMINATE 6" A.F.G. EXISTING WATER HEATER W. MIN 34 �� n 11 n and habat 2 CU 13.5 /4" Gu RELIEF DISCHARGE NE, TO OUTSIDE GREEN SEA, ;'TERMINATE 6" A.F.G. ?" FROM WALL j 'I NEW ELECTR. METER RE OCATED NATER I SOM ETI INFIELD REVISION 05-06-2014 N0. REVISIONS � r% �k R� VAS10N W O LID 0N U) co —J0 04 O cii '17V) � U ZQ�G N W O �w w0 z Q O J OCL O LO_ N z W Q 00 LO r r c ti — J �. N _ M � W � U) r. Z Q O D z oma_ W-0 co w 0 C) z Q Z Z SEAL A1INFIELD REVISION DATE 05-06-2014 05-06-2014 SEWER ISOMETRIC to exist. SPOWN IGNED DRAWN FM O LID 0N U) co —J0 04 ry cii '17V) � zQ_ ZQ�G MQ W W �w w0 z Q J OCL z Nw Q clL 73 UJ z O O0 ry0 w 0. D z W-0 o Z0 U�7 owz W z 1 U V co w 0 C) z Q Z Z SEAL A1INFIELD REVISION DATE 05-06-2014 05-06-2014 SEWER ISOMETRIC to exist. SPOWN IGNED DRAWN FM CEILING JOIST 3-2"X6" GRADE 2 SO PINE CONT. TOP PLATE (USP) TP4X TOP PLATE ANCHOR W/10d NAILS 2"x6' VERTICAL WOOD STUD @ 12 O.C. 2-2"x6" P.T. WOOD & WOOD CONT, SILL PLATE W/O 1/2" X 8" LONG. ANCHOR BOLT @ 16" O.C. STAGGERED TO BE PROVIED ATRAP FROM THE T.E. TO STUDS USP SPT 6 W/6 -10d X 1 1/2" NAILS ® EACH ------STUD N.O.A. I Y LOAD BEARING WOOD WALL N0. REVISIONS 1 I r, mos •_ri :: aoc_� REVISION 02-25-201 U N O ry O CEILING JOIST 3-2"X6" GRADE 2 SO PINE CONT. TOP PLATE (USP) TP4X TOP PLATE ANCHOR W/10d NAILS 2"x6' VERTICAL WOOD STUD @ 12 O.C. 2-2"x6" P.T. WOOD & WOOD CONT, SILL PLATE W/O 1/2" X 8" LONG. ANCHOR BOLT @ 16" O.C. STAGGERED TO BE PROVIED ATRAP FROM THE T.E. TO STUDS USP SPT 6 W/6 -10d X 1 1/2" NAILS ® EACH ------STUD N.O.A. I Y LOAD BEARING WOOD WALL N0. REVISIONS 1 REVISION 1 1-28-201 2 i O REVISION 02-25-201 U N O ry O O N ZW o�0 >� Co _Lr) r t-- J Q N J CD coLL L cY) Wcfl r� Q 0 Z O CLCL i i 11 • �i A .• q CEILING JOIST 3-2"X6" GRADE 2 SO PINE CONT. TOP PLATE (USP) TP4X TOP PLATE ANCHOR W/10d NAILS 2"x6' VERTICAL WOOD STUD @ 12 O.C. 2-2"x6" P.T. WOOD & WOOD CONT, SILL PLATE W/O 1/2" X 8" LONG. ANCHOR BOLT @ 16" O.C. STAGGERED TO BE PROVIED ATRAP FROM THE T.E. TO STUDS USP SPT 6 W/6 -10d X 1 1/2" NAILS ® EACH ------STUD N.O.A. I Y LOAD BEARING WOOD WALL N0. REVISIONS 1 REVISION 1 1-28-201 2 REVISION 01-03-201 O REVISION 02-25-201 U W lr� O U N O ry O O N ZW o�0 >� Co _Lr) r t-- J Q N J CD coLL L cY) Wcfl r� Q 0 Z O CLCL n SCOPE OF WORK: (D NEW OFFICE. � NEW BATHROOM AND WIC TO BE REMODELED. ® WINDOWS REPLACEMENT ®KITCHEN NEW LIGTHS AND NEW CABINETS. GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. ACCEPTANCE OF THESE PLANS CONSTITUTE APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY.ND OF ALL 2. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS SPECTIVETHE TRADESFINAL AHEROSHADLLSBE RESPONSIg�IONFOR LOCATION OPENINGS AND RELATED JOB'S CIRCUNSTANCES TO BE PROVIDED FOR RE DETAILS. 3. OWNER AND CONTRACTOR SHALL NOTIFY LI RIN RITIN ,B CREFEREDCEAIL WHETHER COMMa STRUC-ICETIURE CENT OAN PROJECT. EOJBUILT ON SITE. 4. THE OWNER SHALL BE SOLELY RESPONSIBLE FORINVESONN RACTOR TO FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. PL E N E - IS THE RESPONSIBILITY OF THE CONT WIND LOAD NOTES: 0 J.- a = 4.4' NEW SHUTTER 175 m h 2 NEW 0� \NEW WINDOW S -H 53 1/8"X63" ZONE 4 P=+50.63 PSF P=-56.31 PSF EGRESS WINDOW 2.- WIND SPEED - P EW 5 FILLED CELL 3.- IMPORTANCE/USE FACTOR= 1.0 PARTITION T 4.- EXPOSURE = C IN EXISTING BE LEG.,--,-._ 5.- Kd = 1.0 ASCE7-10 A 0 ENING BATHROOM 1.- All emergency escape and rescue openings shall have a minimum ne SEH WINDOW clear opening of 5.7 square feet.(R310.1.1). 53 1/8"x63" Exception: Grade floor openings shall have a minimum net clear opening Of ZONE 4 P=+50.63 PSF square feet. P=-56.31 PSF 2.- The minimum net clear opening height shall be 24 inches.(R310.1.2 . 3.- The minimum net clear opening width shall be 20 inches.(R310.1.3). EGRESS WINDOW 4.-- Where emergency escape and rescue op 1 Ings are provided they shall have a sill height of not more than 44 inches. (R3 ) 5.- Sill height minimum 36" or provide permanent guard rail at 42" AFF, while maintaining required escape opening. FOR AL. WINDOWS U CO-EFFIOENT SHGC w AS PER FBC 2010 R310 REINFORCED GROUTED 1"X4" P.T. WOOD BUCK W/ CELL CTYP. AT EA.JAMB. A 4"FROM X4"TAPCON SCREWS THE END AND AT TYP. BS WALL INTER OR 15 OC. MAX. ELS WHERE LKING. sTucc EXTERIOR CALK THE SHUTTERS ARE EXISTING WINDOW CONNECTION DETAIL N.T.S. A /- 38 7/8 „ BUCK GRADE LEVEL V J � WITH N.F.P.A. 2, EXISTING APPROVED MEANS OF ESCAPE 57 3/4" BUCK 24" CLEAR OPENING 35" W X H 35 5/16" X 24"=5.885 SQ FT. FINISH FLOOR 36" MIN. W: O= 39"X58 „7/8;; M:O= 39 3/4)'X58)) EGRESS WINDOW DETAILS EXISTING REMODELED 5 - BEDROOM #1 TOILET RELOCATED AND LAV. WITH GFCI FILLED CELL EXHAUT F 5 NEW DOOR \i E�-N W MULLION NEW s \ 40 CFM - CEILING TYPE NEW WINDO S -H 3-36"X38 3/8" ZONE 4 3 .23 PSFP=+5 -52.31PSFP=0 EXISTING R-30 CEILING R-5 CBS WALLS �JX ■ EXISTING BEDROOM #2 SHUTTER REVISIONS A2 NEW WINDOW S -H 2 3 4 A� U REVISION 02-25-201 ZONE 0 P=+49.46 PSF ry P=-55.67 PSF O EXISTING FLORIDA i NEW SHUTTERS 2 A A3 NEW MULLIONS A OR N NEW WINDOWS 11-0922.01 ( NOA 11-1013.13 +65 PSF 12-030 .44 -7U PSF +205 PSF +80 PSF -205 PSF y -120 PSF OX EXISTING WINDOWS TO BE REMAIN N,W NEW WINDOWS TO BE INSTALLED ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE 2010. CONSTRUCTION REQUIREMENT: ALL PUBLIC AID PRIVATE WORK INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICES, SKITARY SEWERS, SANITARY SEWER SERVICES, STORM SEWERS, DRAINAGE SYSTEMS, RO/DS, SIDEWALKS, PARKING LOTS, SITE GRADING AND LANDSCAPING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OR COUNTY WHERE THE JOB IS PERFORMED CRDINANCES, STANDARDS, SPECIFICATIONS, AND DETAILS THAT APPLICABLE. NO DEVIATIOIS FROM THE OWNER/DEVELOPER OR CONTRACTOR'S SUBMITTED PLANS WILL BE ALLOYED UNLESS WRITTEN APPROVAL FROM THE CITY OR COUNTY WHERE THE JOB IS PERFCRMED IS RECEIVED, ALONG WITH PERMISSION FROM THE CITY OR COUNTY WHERE THE Ji)B IS PERFORMED FOR WATER AND SANITARY SEWER DEVIATIONS. ALL PUBLIC AND FRIVATE EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE BY THE CITY OR COUNTY WHERE THE JOB IS PERFORMED. TERMITES PROTECTION NOTE: 105.10 CEfZTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER-- RESISTANT JOB- SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED,PROVI DING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES.THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,IDEN TITY OF THE APPLICATOR,TIME AND DATE OF THE TREATMENT,SITE LOCATION,AREA TREATED, CHEMICAL USED,IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED,FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDIIJG APPROVAL. EXI STIG LIVING ATF!l IL ARTITIO NO POINT ALONG COUNTER To BE uORE THAN CLE. X ' EEE t I=RON r PUT DAN RECEPTACLE: UP1O�R SIN MS O�M 0 :,cr, AfoRI IAN Ort Il 31pl leo OVEN ref ARC FAULT C F ULT I 2 CO? C-7 O N j •c EXISTING EXISTIN G J Is KITCHEN DINING r�FAW O N _7 T ARC FAULT H. H>; C FAULT17 NA UT3' 0" 06" TO BE 0 E IST, SYSTEM REPLACED PLENUM r 10'-0" NE AHU 14"X14", AS 00 PER CODE FBC NEW 6"X10" -19 100 CFM AU 2010. CEILING TYPE 2 EW 14'-0'> AA - 9T NEW 2 ULT OFFICE -19 C-19 W FILLED E 4- 4'-5„ N.W. N.W NEW C L "X14"TO B 2 SUPPORTING WINDOWS NEW S -H SEE DETAILS S -H WI DO ATTHACMENT. NEW WINDOW 53 1/8 11 X6 - 53 1/8"X63" ZONE 4 ZONE 4 P=INE 4 3 PSF P-+50.63 PSF P=-56.31 PSF 3 P--56.31 PSF J _ _ T nnnnnc`I-I1 F -I D DI n fel SCALE: 1/4"=11-10" ADD SMOKUCARBON MONOXIDE DETEi`"71,ric:: ANY AND ALL CLOTH AND RUSBEk INSULATED CONDUCTORS TO DE REPLACED, 2 TYPE OF OCCUPANCY R3. 2 DOOR SCH ED ULE MARK SIZE WITH TYPE MATERIAL FRAME HARDWARE QTY REMARKS O 2'-0"X6'-8" 1-1-3/4" FLUSH WOOD WOOD PRIVACY 2 NEW XISTING ARAGE 7- _ ARC FAULT P. N.E.C. 210.12(B) EXIST. ROOF--\ 2"X4" GRADE 2 SO PI WOOD BRACING AT MII HEIGHT @ 16" O.C.- 8'-2" -NEW CABINETS TO BE INSTALLED 0 NEW CABINETS TO BE INSTALLED (F/ 2"X4" GRADE 2 SO PINE CONT. TOP PLATE. NAILED TO WOOD ROOF W/16D NAILS ® 4" O.C. 2"X4" GRADE 2 SO PINE WOOD VERT. STUD 16" O.C. 1/2"GYPSUM DRYWALL SCREW TO VERT. WOOD STUD. . s 'I I 3 2"X4" P.T. WOOD CONT. BASE PLATE W/o 16D ING 4" CONCRETE ---I NAILS O 8" SLAB i�--� 777 _ 4„ TYP. PARTITION DETAIL I Al NEW CU 5 TON, TO BE INSTALLED DUE'' STEAL IT O N0. REVISIONS REVISION 11-28-201 2 REVISION 01-03-201 U REVISION 02-25-201 N W 11-20-2012 0 U N 0 ry 0 0L0 N Z Q W CO� ~ ..J c) N --!C:) -LL _5 L coz Q 0 W co = CD 10- 0 co 0 NJ 0 rnU- ry V) =~V)z QW W �W WU Z� on ZW �vJ Z 0� V. 00 cr- W I � �ZzW J W8:o< 0 n co:) a af afw o F 0 ~LLI �Qz W o o w J � u- zQ DATE 11-20-2012 SCALE AS SHOWN o Y DESIGNED U L1.I v DRAWN FM A-1 A 0 L� i TILE ROOF N0. REVISIONS :5 O REVISION. 11-28-201 2 REVISION 01-03-201 I.J. 6i REVISION 02-25-201 _ �-- Lm" zd TILE ROOF TILE ROOF 01LEL. +9'-4" TOP OF EXISTING T.B. ^^ L.L O U 9'-4" N O 0 5f -5'p 5'-5't 5-5" LL 3'-0" 3'-0" O { O ti d' In NEW WINDOW NEW WINDOW ^1 NEW WINDOW 3 j °r-° L6 _ L1/8"X63" OW m 3-36"X38 3/8" 36"X38 3/8" 3 3 NEW COLUMN 53 /8"X63" N J co ZONE 4 � "X14"TO BE ZONE 4ZONE 4P=+50.23 Ps: PROVIDED FOR P=+49.56 PSF P=+49.46 PSF P=-53.47 PSF t — z P=-52.31PSF SF SUPPORTING P=-55.67 PSF F 2 WINDOWS cMfl co ti Q =O ATTHACMENT. � — a W 00 SEE DETAILS GFM CLOSURE (OVER ^ AT A-2 POCKET LOCK AND DUCT BOARD) 1'-0" ' 1/2' DRYWALL ON EXISTING CBS WALL 3 5/6' MTL STUDS 00 CEILING ®1'O.C. bl 2'X4' HORIZONTAL FASTENED a 0 TO TWO SCREWS W/ 1 1/4' a a 3/4" A/C PLYWOOD SHELVES I a a TO RECEIVE LINER GRADE "LAS. LAM. ALL SIDES 2 1/2"ITM DRYWALL a aSHELVES TO BE ADJUSTABLE SCREWS 16 016'O/C BY a a TYPE KITCHEN CABINETS a a o 11M R MALL STUD NDER COUNTER LIGHT a a a a FULL BACKSPLASH LASTIC LAMINATE ON 3/4' A/C PLYWOOD. 3/4* A/C PLYWOOD LAMINATED COUNTERTOP W/ 1 1/2' DIA. N 2"X4" HORIZONTAL FASTENED 1'- BULLNOSE EDGE TO TWO SCREWS W/ 1 1/4' ;D 00 2 EACH END OF ALL CABINET INTERIORS, 21-0• NCLUDING DRAWERS SHALL N RECEIVE LINER GRADE PLAS. 2 1/2-ITM DRYWALL SCREWS LAM. ALL SHELVES SHALL BE 16 016"0/C BY KITCHEN ADJUSTABLE TYPE. CABINETS CONTRACTOR CABINET DOOR do DRAWER -::-\70'PULLS, SEE SPECS. 0 0 1 x 4 COUNTERTOP FRAME 0 0 3/4' EXT. GRADE PLYWOOD. 1/4' A/C PLYWOOD.— 0 0--1/4" PLYWOOD BOTTOM. o 0 0 11 4 1 x 1 HARDWOOD TRIM 2 x 4 WOOD BLOCKING. 0 0 WITH LINER GRADE o N. T. S o PLASTIC LAMINATE 0 0 0 0 3/4" x 1 1/2' HARDWOOD DIVIDER TRIM. PLASTIC LAMINATE ON I (y) 3/4' A/C PLYWOOD. < TOP OF CONCRETE—/3/4" x 1 1/4' HARDWOOD TRIM. KITCHEN CABINETS INSTALLATION DFAIL N.T.S. A A A2 FRONT ELEVATION SCALE: 1/4"=V-0" A NEW MULLIONS 11-0922.01 +65 PSF -70 PSF EXISTING R-30 CEILING R-5 CBS WALLS GWS MTL STRAP 1 /2"4 EXP BOLT (4� 0 0 ACOORI3 N NEW WINDOWS NOA 12-030 .44 11-1013.13 +205 PSF +80 PSF -205 PSF -120 PSF CONDENSING\ UNIT 2"x2"x1 /4" ,STL ANGLE 1/4" CONTIN FILLETWELD 1 /8"X1 " GWS !ITL STRAP OVER C) #14 SCREWS AIR FLOW AIR FLOW SHEET METAL CC.."ti;NN. NOT TO SCALE CONDENSING UNIT CU -1 FILTER AND DRYER SIGHT GLASS PIPE INSULATION REFRIGERANT LINES TO AIR HANDLER m 4" CONCRETE BASE 4" CON C SLAB A/C (_�'ONDENSING UNIT DETAILS NOTES: A/C CONDENSING UNIT TO BE INSTALLED IN ACCORDANCE WTH THE FLORIDA BUILDING CODE "MECHANICAL CODE 2010" . THE STRAP TIE -DOWNS AS INDICATED HEREIN IS IN C)MPLIANCE WITH THE REQUIREMENTS OF THE CODE AND MEETS THE WIND LOAD REQUIREMENTS IN ACCORDANCE V TH ASCE 7-10. DRILL BARS 6" INTO EXISTING FOOTING =TAL 1" X 1" An DETAIL 2. TIE COLUMN # TIES ®12" O.C. 8"X1 4") Z J Z 0 F_ W Q W W J W W V) __4 b� SEAL D=11-20-2012 0 Lo :5 O 0 J rn� I.J. 6i � C _ �-- Lm" zd Qw DRAWN FM m� �w WU z <C Q J z 000-0 Z> Z> >C/) 0, _z Y 00 L.t_ r, w w 0 zz W wIL 00 0 Lu Jx N r U W 0W < z 0c� Z J Z 0 F_ W Q W W J W W V) __4 b� SEAL D=11-20-2012 0 Y U w = U SCALE AS SHOWN DESIGNED DRAWN FM u EXISTING MAIN PANEL A 120//.21-OV-10-3W—MCB �DAT 200 A MCB CKT DESCRIPTION C.B. POLE WIRE LOAD WIRE POLE C.B. DESCRIPTION CKT Y DISC 200/1 3#(2/0) TWHN(CU) 2" C. W O Z ti W v— Lb _J1 0 0 LL (o) Z W CD g a 1 A/C COMPRESOR 50 2 8ROMEX-1 #10R01�1 1 (•.6 6.1 #10ROM � 2 50 AHU W/STRIP HEAT 10 KW 4 3 3/4"C 3/4"CEX-1 5 GENERAL LIGHTING 20 1 #12ROMEX-1/2"C _ _ I.5 _._. 2#6ROMEX-1 #10ROM —3/4"C 2 40 W.H. 6 8 7 GENERAL LIGHTING ARC FAULT 20 1 #12ROMEX-1/2"C #12ROMEX-1/2"C 1 20 SMALL APPLIANCE (KITCHEN) 10 9— DRYER 30 2 #10ROMEX-1#12ROhA 3/4"C ,,,g 1.5 #12ROMEX-1 /2"C 1 20 BATH 12 11 13 GENERAL LIGHTING 20 1 #12ROMEX-1/2"C • — #1 2ROMEX-1 /2"C 1 20 SMALL APPLIANCE (KITCHEN) 14 BATHROOM 20 1 _ "C #12ROMEX 1/2 .. i � I.� _ " #12ROMEX-1/2 C 1 20GFI GENERAL LIGHTING 16 F15GFI KITCHEN 24, 1 .#12ROMEX-1/2"C Ili 1.5 #12ROMEX-1/2"C 1 20 GFI WP OULET EXTERIOR 18 19 GENERAL LIGHTING ARC FAULT 20 1 #12ROMEX-1/2" --r- 1.5 #12ROMEX-1/2"C 1 20 GFI WP OULET EXTERIOR 20 21 GENERAL LIGHTING 20 1 #12ROMEX-1/2"C 1.5 #12ROMEX-1/2"C 1 20 WASHER 22 23 #6ROMEX-1#10R0 r!,p 1.5 #12ROMEX-1 /2"C 1 20 REFRIGERATOR 24 — — #12ROMEX-1/2"C 1 20 GENERAL LIGHTING 26 25 RANGE 50 2 27 SPACE SPACE 28 29 SPACE SPACE 30 SUB -TOTALS _ TOTAL 57.87 (57,170 WATTS) ELECTRICAL LOAD CALCULATIONS 1,585.23 S.F. AT 3 WATTS/SF 4,755.69 WATTS (2) APPLIANCES 3,000.00 WATTS EQUIPMENT0,00 AC NON -COINCIDENTAL - A-T TS TOTAL 65, 625.69 WATT S FIRST 10 KW 10,000.00 WATTS REMAINDER AT 40% 17,890.27 WATTS A/C AT 100% 10,900.00 WATTS TOTAL 38,790.27 WATTS 38,790.27 WATTS/240 VOLTS = 161.62 AMPS REQ'D USE A 200 AMPS EXISTING PANEL N0. REVISIONS Al 2 REVISION 0i,--03-201 w �DAT Q 0 N 0 a Y U O W O Z ti W v— Lb _J1 0 0 LL (o) Z W CD g a 0 O NJ O ())LL _`)Z F.W �ZQ�� Q, 52 coW 3: w w0 Z 013. Zw Q O � OQ wo LuI OZw W-0 �a oLL oh U � W w (IfZ�w Z CL 0 SEAL Lu C/) w 0 Z Q L1J I a Lij C) o- w U Ltd Ld —, w W V) LL, E1-20-2012 �DAT SCALE AS SHOWN 0 DESIGNED Y U W DRAWN FM DRAWING NO. E-1 a i