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HomeMy WebLinkAboutCONSTRUCTION PLANABBREVIATIONS AB. ANCHOR DOLT M. DJSIDE DIAIMIE 17M ACT ACOUSTICAL CNILINNG TILE v0A.. INSULATION AFP. ABOVE FDU64 D FLOOR pit. IN7MOR AGGR AGORCGATE AL. AL.IM` NUM JAN. JANITOR ALT. ALTERNATE JNT. JOINT APPROX. APPRODit UTE JST. JOIST at. KITCHEN W. BOARD MI'OG• ISUI'DING LAB: LABORATORY I" DLOCK LAM. LA119"TE KG• IS' LAV. LAVATORY o' ISE'M LT. LIGHT DOT. BOTTOM BTWN. BETWEEN MAX. MA)(IMM OUR BUILT OF ROOFING MIECH MSC IANQCAL BILL BOTH WAYS MffiMM MMET'ER" GJ. CONTROL JT. M M JISER MANUFACTURER CLG . CEILING P% MANHOLE CUT*& GAULQ�15 "M MWIMMM CLR. CLEAR MIS` Cllu CONCRETE MASONRY UNIT M10. MASONRY OPENING COL COLUMN MTL.. METAL CONC. CONCRETE M UL. MULLION CONN. CONSTR COW. CONNECTION CONSTRUCTION CONTINUOUS N N= NORTH NOT IN CONi'RACT GT. CERAMIC TILE 11O NON. NUMBER NOMINAL N.TA NOT TO SCALE DEG DEGREE DWJDTL DETAIL Op. DRINKING FOUNTAIN OC ON CENTER DA1. DIAGONAL OD. OUTBIDS DIAMETER DIA 0 DIAMETER OK OVERHEAD ON. DOWN OF& OPENING DS. DOWNSPOUT Opp. OPPOSITE DWG. DRAWING PCT. PRE -CAST E EAST PL PROPERIILINE (E) DQSTDJG PLAP4 PLASTIC LAMINATE EA. EACH PLAS. FN.ASIM E.J. EXPANSION JOINT PLYWD. PLYWOOD FIRS. EXTEROR INSULATION ARID PR FAIR FINISH SYSTEM EL ELEV. ELEVATION QT. QJARRY TILE ELEC, MAY. ELECTRICAL ELEVATION R RISER EMER EMERSENCY P.D. ROOF DRAIN IENCL. ENCLOSURE RES Ron TO EQ EQUAL. RN3iR REFRIGERATOR EQU[P. EQU IP ENT RNEAP. REIItxww ELL EACH WAY REdD. REG UIRED EDJG. ELECTRIC WATER COOLER OM DOOM EXP. EXPANSION MO. ROUGH OPENING TEXT. EXTERIOR S SOUTH FA. FIRE ALARM SJC. SOLID C:NORE FD. FLOOR DRAIN SCHED. SCHEDULE FOG. FIRE DEPARTMENT CONNECTION SECT. SECTION FEK FOUNDATION SF. SQUARE FOOT FE. FIRE EMAIGUISHIER aHi: SWEET FE+C. FIRE EXtINGU[SHERCABINET SIM• SIMILAR FP. FIN814 FLOOR area SPECIFICAT&ON FAa FIRE HOSE CAD1ET SQ ORO SQUARE FIN. Foam S.S. STAINLESS STEEL P.L. FLOW LINE STAGG. STAGGERED FLR FLOOR alp. STANDARD FLUOR FLUORESCENT STIFF 6794104ER FND. FOUNDATION STL. STEEL FO& FACE OF BR[CIC STRUG. STRUCTURAL. FANG. FACE OF CONCRETE SUSP. SUSPENDED F.S. PULL SIZE FT. FOOT OR FEET TR TREAD FTC. FOOTING T O B TOP AND BOTTOM PURR FURRING TMIL TERRAZZO TOG TONGUE M CIROOVE GA, GAIJQrE 71-K THICK GA-V. GALVI IM T/ TOP OF G JC. GENERAL CONTRACTOR TYF. TYPICAL GL GLASS GR GRADE LLOAL UNLESS OTHERWISE NOTED GYP. GYPSUM GYP BD. GYPSUM BOARD VCT VDM =MEP OSTION TILE HUB. HOSE BIBS VER v l"wr HG. HOLLOW CORE VERT. ` MIMCAL WIC HANDICAPPED "DUO. HARDWOOD W WEST HDUE HARDWARE IW WATHF HM HOLLOW METAL W= WATER CLOSET HOUR WD. WOODMR, HT. WEIGHT W/O WITHOUT HVAG HEATING, VENTILATION AND AIR OCNDITIONNING (E CENTERLINE It PLATE PROJECT NUMBER: 17-0807 PROJECT LOCATION MAP SCANNED St Lucie County CONCFALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE GONTR.Ad'TOR OF RECORD Si. Li'CTE COLT-Pti A V:V1F (VED FOR C( RO`IER"D AY' DATE 10301( PLANS A:ND PERN[l' Olt NO LNSPECTIOP SiO.N 'BE KEPT ON JOB BE NLkor., THi SE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODRI, SHEET INDEX 1 C-1 COVER SHEET 2 1.1 EXISTING FLOOR PLAN - DEMOLITION 3 2.1 FOUNDATION PLAN 4 3.1 FLOOR PLAN - REMODEL 5 4.1 ROOF FRAMING PLAN 6 5.1 ELEVATIONS 7 6.1 SECTIONS AND DETAILS 8 7.1 AIR CONDITIONING PLAN 9 8.1 ELECTRIC PLAN AND SCHEDULES JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2831A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561) 346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED, THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 JAMES C. PAINF, ALA. w U w Q Q� � � Q •° � w � n ct �, U cr4-4 UQ� •ct M w z 0 SHEET Contract CAD drafting bU DesignDrafting7acom - 561b93.7731 Under the direct supervision of James C. Pa II OF 9 SHEETS REMOVE CMU WALL THIS AREA REMOVE WINDOWS REMOVE WINDOWS REMOVE WINDOWS __{----------- — --4 —_-----�--- II II I � I I EXIST II EXISTING BEDRM 2 i I FAMIL`1' RM I'I'I 1 II w I / REMOVE 1 DOOR _ _� _ =1, 11 \ I L = = = REMO ENTIRE CMU WALL THIS AREA OVE CONC. WALL �`III I I II I H _ _ _ _ _ I AND GONG. BEAM 1 OVE WINDOWS REM ov WINDOWS REMOVE WINDOWS OI��I TU 1 L------�------- -- — —J L—----_-- 000 o o I WH EXIST r- J---------I uuu IL_ IL O I I r __ u EXIST F REMOVE T 1 1 T -f KITHCEN DOOR a REMOVE low COUNTERS, APPLAIN� :12" iS I I r� I j I I I 11J I I f�=I°3__-------- i I EXIST r II III II 1 LL =_� __ =___— REMO FIXTIIRES AND II J I MOVE FINs 1 117—1 EXISTING REMOVE WALLS As INDICATED — — — J LLI r II I I �r — — I PRIOR TO REMOVAL OF BEARING I GARAGE WALL PROVIDE SHORING FOR EXISTING 1 % EXISTING NNEEW BEAMS E FRAMING PLAN FOR 1 --� i LIVING RM 4 ===J XISTING I r---------- 1 1 1 i DINING R"( EXIST I 11 I I I 1 M. BEDRM 1 L 11 1 i I ii DOOR� II 0 1 II I �-ji -- —_ — � - —�— —� I I OOR 1 REMOVE WINDOWS — -- f — ----- —1 - oa _ 11 i ii ii 1r__ REMOVE PORTION OF 11 I I I I 1 WALL FOR NEW WINDOW 11 I I I 1 L _ _ _ _ _ _ TT J 1 OPENING LI' _LJ I L—===�__=---1—J __- — — — ------------J REMOVE WINDOWS REMOVE WINDOWS ell 1,,11,0"� REMOVE ENTIRE FRONT CMU WALL EXISTING Ist FLOOR PLAN - DEMOLITION /4 mr-O' - REMOVE CAST IRON PLUMBING AND REPLACE WITH PVC - REMOVE ELECTRIC AND REPLACE PER PLAN - REMOVE EXISTING FLAT ROOF EXISTING SQUARE FOOTAGE: EXISTING LIVING AREA 2,366 SQ. FT. EXISTING GARAGE 319 SQ. FT. EXISTING COVERED PATIO 261 SQ. FT. EXISTING TOTAL UNDER ROOF 2,966 SQ. FT. NORTH-, DEMOLITION NOTES; I. IF THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE FOR THE SAFETY OF THE OCCUPANTS AND THE WEATHER- PROOFING OF THE BUILDING. 2. PRIOR TO DEMOLITION THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING. 3. SALVAGED ITEMS AND MATERIALS SHALL REMAIN THE PROPERTY OF THE OWNER AS PART OF THIS CONTRACT. CONTRACTOR SHALL DELIVER THESE ITEMS TO A LOCATION AS DIRECTED BY OWNER 4. WHERE EXISTING: PLUMBING AND PIPING IS TO BE REMOVED OR REPLACED CARE SHALL BE TAKEN WHEREVER CUTTING OR DRILLING IS INDICATED OR REQUESTED. WORK SHALL BE NEATLY SAW -CUT OR DONE IN A MANNER NOT TO DAMAGE ANY WORK THAT IS TO REMAIN. PATCH ADJACENT WALLS. FLOORS AND CEILINGS AS REQUIREp TO MATCH EXISTING CONDITIONS. NOTIFY ENGINEER PRIOR TO CONC GUTTING 5. ELECTRICAL CONTRACTOR IS TO DISCONNECT, CAP, AND REMOVE ALL ELECTRICAL CONDUIT AND WIRING AFFECTED BY THOSE AREAS DESIGNATED TO BE DEMOLISHED. 6.CONTRACTOR TO PROVIDE TEMPORARY WEATHERPROOF CLOSURES AT ALL EXTERIOR OPENINGS RESULTING FROM DEMOLITION WORK OF INTERIOR AND EXTERIROR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT OR COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN 7. CONTRACTOR IS TO CONSTRUCT TEMPORARY DUST- PROOF PARTITIONS AT INTERSECTION OF THOSE AREAS TO REMAIN AND THOSE THAT ARE TO BE DEMOLISHED. 8. CONTRACTOR TO PROPERLY DISCONNECT AND CAP -OFF EXISTING GAS LINE WHERE GAS DRYER AND HEATER ARE TO REMOVE. 9. DEMOLITION AND NEW BUILDING MATERIAL STOCK SHALL NOT INTERFERE OR HINDER EMERGENCY ACCESS OR RESPONSE TO STRUCTURE OR VICINITY, INCLUDING FIRE LANES Im. REMOVE AND CAP OFF ELECTRICAL INSTALLATION ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) GENERAL DEMOLITION WALL LEGEND EXISTING: W CMU WALL To REMAIN AS IS (NO WORK) EXISTING INTERIOR NON -BEARING WALL TO REMAIN AS I8 (NO WORK) - — — — - - — — — - EXISTING: INTERIOR OR EXTERIOR WALL TO BE REMOVED AS NOTED r= ---------------------- r-/_�_---�F----------_--� I I WH O r— II I • i r I II I I II L 1 K— Exist 1011 EXIST I I BATH 3 I 1Jt!' I I I i t �-j�lTU I I I lI I i \ AANN9 FINISyEa IL-s I I I I�--I—�1 II II II 11 11 II 11 II 11 11 I EXIST 1 BEDRM 3 l Ir ___ REMOVE ENTIRE EXISTING SECOND FLOOR STRUCTURE I 11 11�� 11 Ij I II 1LL— Ij 1 II r-f___� I1 LL----ll EXISTING 2nd FLOOR PLAN - DEMOLITION am JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2831A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561)346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 JAMES C. PAINE, MA. W U .. W O U � o O z O W a SHEET AS W OO 101 fting by Design0raft1ng7S.com - 561b93.7731 Under the direct supervision of James C. OF 9 SHEETS INFILL WINDOW n 3'-0" INFILL WINDOW OPTIONAL: *4'CONC. OVERPOUR OF EXISTING SLAB W/ COLD BONDING AGENT INFILL WINDOW lb r ATION PLAN 0 4" POUR CONC. SLAB (3000 P.SIa W/b.6-10/10 W.WM! FIBER MESH OPT.) ON MIN. 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN WELL COMPACTED POISON TREATED SANDFILL C 2500 P.SF. ) F2 17'-2" IT i0 22'-If' F2 4" POUR CONC. SLAB (3000 P SSa W/66-10/I0 WUJM.0 FIBER MESH OPT.) ON MIN. 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN WELL COMPACTED POISON TREATED SANDFILL ( 2500 P.SF. ) 6'-T. F.D. 6'.4. GARAGE PROVIDE +4" GONG. OVER POUR OVER HIGH DENSITY STYRDFOA..M (13 PCF MIN.) #4 DOWELS AT 24" O.G. 6" EMBED MIN. EPDXY SOLID WITH SIMPSON ET EPDXY Y/ li I I 12'-4' or/jog, , PLUMBING NOTE: - ALL PLUMBING FIXTURES TO SE LOCATED IN EXISTING LOCATIONS INFILL WINDOW INFILL WINDOW e GENERAL r-OUNDATION LEGEND (NOT ALL DESIGNA ONS AND NOTES APPLY TO THIS JOB) FOUNDATION FOOTINGS IF 8"xl2" THICKENED EDGE W/ I-#5 CONT. 2 18" x 16" MONO FOOTING W/ 2-#5 CONT. CONCRETE COLUMNS C-1 8" x V CMU W/ 1-#5 VERT. GROUTED SOLID AT48" O.C. (24" O.C, FOR 2 OR MORE STORIES. C-2 ■ ■ 8" x 16" CMU W/ 1-#5 VERT. EACH CELL GROUTED SOLID C-3 S"x 12" POUND CONC. COL. W/ 4-#5 VERT $ #3 TIES AT 12" O.C. STEEL COLUMNS 6-1 3I42" x 3t,2"x 1/4" COLUMN - SEE DETAILS - SUBMIT SHOP DRAWINGS CONCRETE BEAMS 5-1 PERIMETER BOND BEAM PRECAST LINTELS - SEE CAST CRETE SCHEDULE 5-2 8" x 12" POURED CONC. BEAM W/ 4-#5's CONT. 5-3 S"x I6" POURED CONC. BEAM W/ 4-#5s CONT. ® INDICATES NEW 8" CMU WALL W/ FILLED CELLS AT 48" O.C. INDICATES NEW 5/8" 0 x 19, LONG DOWEL AT 24" O.C., EPDXIED SOLID INTO EXISTING SLAB ® 8F8 INDICATES NEW CONCRETE LINTEL - SEE CAST CRETE SCHEDULE GENERAL FOUNDATION NOTES: (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) I. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF TRUSS MANUFACTURER 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HER ARE BASED ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON -EXPANSIVE SOILS. SOILS SHALL BE COMPACTED TO 95X MIN. OF MODIFIED PROCT TEST. A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS AT LOCATIONS SPECIFIED BY THE STRUCTURAL ENGINEER THE SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION WC 31MENDATI S. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HER ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER AND ENGINEER SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. 3. CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL ENGINEERING SOC. PRIOR t0 CONCRETE PLACEMENT. 4. ALL REBAR TO HAVE A MIN LAP (4&x BAR DIA) AT ALL JOINTS AND CORNERS 5. INDICATES LOAD BEARING 2x (P OR 2x8 STUD WALL AT 16" O.C. TYP. U.N.O. REFER TO TYP DETAIL, �7TTi7Tl'/. 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE 7. CONCRETE STRENGTH, MINIMUM CONCRETE STRENGTH FOR ALL SLABS PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 28 DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S RECORD AND ACCESSIBLE TO THE ENGINEER S. EXPANSION JOINT. PROVIDE 1/2" THICK x 4" WIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL SURFACES WHERE EXIS7'G SLABS ABUT TO NEW SLABS. S. PATIO SLABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH 6X6 10/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL COMPACTED SOIL AND b-MIL VISQUEEN VAPOR BARRIER SLOPE PATIO SLABS AWAY FROM BUILDING. 10. SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREA INCLUDING GARAGES. CRATE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLABS. II. ALL CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EQUAL. 12. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURER'S SPECIFICATIONS. 13. PROVIDE RECE88ES IN SLAB AS REQUIRED FOR ALL EXTERIOR DOORS VERIFY RECESS WITH MANUFACTURER) NEW 8x8 BOND BEAM W/ I-#5 NEW 1:10'-0" '^" .! wmE '4SSH {:. 3" MIN. CLR f ... ~ .7 6-o" I/ 2.1 FOOTING DETAIL n 1 n 3/4 = I -m AMF #5 DOWEL AT 48" O.C. W/ 10" HOOK b" EMBED W/ ET EPDXY INTO EXIST TIE BEAM EXISTING Sx12 FORMED AND POURED CONC BEAM NEW 3fd00 PSI X 4' #5 DOWELS AT EXIB CMU WALL FIBERMESH CONCRETE 32" O.C. TYP. EXISTING SLAB (TYPJ NEW 6 MIL VAPOR BARRIER EXISTG VAPOR BARRIER PROVIDE TERMITE POSION 2/ 2.1 5L,48 REPAIR DETAIL NO SCALE 13/ 2.1 NEW TIE BEAM 3/411=11-0" JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2831A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561)346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL, REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF TFIE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL. NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 JAMES C. PAINE, AIA. W rT� Fil 4-4 Vl Y^-11�-i 4-4 M w Z Qy z FW WZ O a 0 Fes-+ ow MW co 1�1 4 V DD O o W � w Q � SHEET 2.1 - 561b93.7731 Under the direct supervision Of C. 3 OF 9 SHEETS INRLL WINDOW REPLACES FINISHES AND FIXTURES T-4" PR3080 10'-0" CLG BYPASS 2' ' " EXIST EXISTING BEDRM 2 FAMILY RM !t) 10'-0" CLG BYPASS II'-0" CLG I .ice 4 I I • • fll��l V� EXIST I M. BEDRM 10'-0" CLG INFILL WINDOW PR3080 BYPASS INFILL WINDOW 0-61 T v : .M I I NEW LIVING RM Ir-0" CLG 0 I I l _T 10'-0" CLG N COVERED ENTRY II'-4" CLG I I ®6'- -4' Ist FLOOR PLAN - REMODELQA im!'-r-0" 22'-2" I'-4 61 7 io L I NEW COVERED PATIO II'-4" CLG 01 I 61 3'-0" 6'-S" 12'-4" 0 NFILL INFILL © NDOW WINDOW 611 REF e US! DW n / LAUNDRY NEW 2880 KI C N o 3" F.D. VAULT CLG 2880 U.I:, 1 2660 I MICRCi � � O RANGE N W/ HOOD W/ POT NEW SLAND FILLER U.C. 8" 3,4„ WINE J NOS 17'-2" PLUMBING NOTE: - ALL PLUMBING FIXTURES TO BE LOCATED IN EXISTING LOCATIONS -4" NEW OFFICE 10-0" CLG rM v INFILL WINDOW INFILL WINDOW GENERAL NOTES: NOTE: DO NOT SCALE DRAWINGS_ USE FIGURED DIMENSIONS ONLY. I. ALL WORK SHALL COMPLY WITH 2O17 FLORIDA RESIDENTIAL BUILDING CODE AS ADO BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING& IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBIL FOR CONTRACTORS OR SUB -CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR CONSTRUCTION. (SEE DEMOLITION PLAN FOR ALL GENERAL DEMOLITION NOTES) (SEE FOUNDATION PLAN FOR ALL CWNERAL FOUNDATION NOTES) (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) (SEE PLUM EWS PLAN FOR ALL GENERAL PLUMBING NOTES) (SEE AIR CONDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) (SEE ELECTRICALPLAN FOR ALL GENERAL EFECIRICAL NOTES) 3. EXTERIOR WALLS TO BE NOMINAL V'MASONRY CONSTRUCTION w/ I"x2" P.T. FURRING STF AT MAX Ibo c. FOR CMU CONSTRUCTION 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT 16" O.C. 5. INTERIOR (NON -LOAD BEARING WALLS TO BE 3%" x 25 GA METAL STUDS AT 16" O.G. UNLESS NOTED OTHERWISE. 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. FELT OR BE PRESSURE TREATED WOOD (P.T-) 7. ALL CBS WALLS TO RECEIVE APPROVED R-4Z (MIN-) INSULATION (PROVIDE R-5 IF UNI 600 SF. ADDITION). WOOD WALLS TO RECEIVE R-II (MIN.) MATT INSULATION AND ALL ATTIC SPACES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPA CONTRACTOR TO VERIFY WITH ENERGY CODE CALCS. S . WINDOWS TO BE ALUMINUM FRAME PaT. (UNLESS NOTED OTHERWISE) WITH TINTED GLA: INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL LOCAL CODES. 9 CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS AS REQUIRED. 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR. DRYWALL OR EQUAL 11. 112" 4 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' POST CAPS E MA 12. CONTRACTOR SHALL fAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY GORE AND I APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ENGINEER'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIAE FOR ANY AND ALL LITIGATION ARISING FROM INJURY. VERII' ALL EXISTING 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIR WINDOW AND DOOR OPENINGS OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LAMOR, ENCOUNTERED WHICH COL PRIOR TO ORDERING WINDOWS HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWE . 15. ALL WOW, TO ME IN COMPLETE WORKING ORDER, IN PLACE, AND READY FOR USE. AND DOOR 16. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS THAT REQUIRE FABRICATION. IT THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUC IS. ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. 1% CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATER CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. City of Port Saint Lucie Building Department Product Approval Submittal Affidavit Permit # Building Address: Contractor. Opening Schad, Is! Swing Doors, Overhead poor&, Sliding Doors, Fixed Glass, Windows II Skylights FL # or Mlaml-Dade Product Model # Manufacturer Glass Description Attache=ment Method type, Size Spacing 8 Embedment Building Design Pressure Product Design Pressure FL-6180.4 EXT. DOOR Series N Pla&t Pro IMPACT i{'0 )< 2tq" tapcon 4" or. min. 114" embed. +36J/ -473 450JVI - 50g 16-0714.6 WINDOW SH-700 PGT IMPACT /4'0 X 21,V tapcon 12" oz. min. 13/4" embed. +378/ -50b Product Model # Manufacturer Attache-ment Method Type, Size Spacing, Embedment I Stiffener etc. Building Design Pressure Product Design Pressure Mullions Roof Siding Soffit Hurricane Panels less than 6' &pan Gauge of steel Hurricane Panels 6' span or more Gauge of steel I have reviewed the above components or use in this structure. These products prove loads and forces specified by current cod Name: Signature: Certification Number: Date: d cladding and I have approved thelr e adequate resistance to the wind e provisions. 0 GENERAL WALL LEGEND EXISTING 8" CMU WALL TO REMAIN AS IS (NO WORK) 3 V x 25 GAGE METAL STUDS INTERIOR WALL AT 16" O.C. W/ 1/2" DRYWALL AT EACH SIDE, FINISHED A PAINTED, COLOR BY OWNER PRO C SQUARE FOOTAGE: NEW TOTAL LIVING AREA 2,103 SQ FT. NEW COVERED ENTRY 230 SQ, Fr. NEW COVERED PATIO 353 SQ. FT. EXISTING TOTAL UNDER ROOF 2,686 SQ, Fr. S 0 BUILDING CHAPTER #402 DESIGN PARAMETERS: FS.C, 2017 RESIDENTIAL ASCE 7-10 BASIC WIND SPEED BASIC WIND VELOCITY F 12ESSURE: 32J r F WIND EXPOSURE CLASSIFICATION V RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 DESIGN AS: L ENCLOSED X MEAN ROOF HEIGHT - t30 MAX TOTAL ROOF LIVE LOAD - 30PSF TOTAL ROOF DEAD LOAD - 17 PSF BOTTOM CHORD DEAD LOAD - 10 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOR REFERENCE 2017 FLORIDA BUILDING CODE RESIDENTIAL 2017 FLORIDA MECHANICAL $ PLUMBING CODE 2014 NFPA (NEC) 2017 WPA-72 (ALL LOCAL AND STATE AMENDMENTS) LARI---"v -' le . nty, Permitting JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2831A EXCHANGE CT WEST PALM BEACH FLORIDA 33409 (561)346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 JAMES C. PAINE, AIA. W U W W o 7� Z ha W'Q will CI�/1 W ZZ O Wq > OW : Ow aoJ h ✓ Z mm �N <Omod¢ o Q � N 0 U W r Q U SHEET 3*1 4 OF 9 SHEETS Contract GAD drafting by DeslgnDrafting7S.com - 561b93.7731 Under the direct supervision ROOF/ FRAMING PLAN UPLIFTS NOT SHOWN ARE < 500# 10°<43 G #0 H < 60' PLAN y A=3FT 1/4" x T-0" 8FI6 - IBAT PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) NAIL SIZE NAIL SPADING ZONE Bd 4" AT EDGES, 4" AT INTERMEDIATE SUPPORTS ROOF 8d 6" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF 0I (") ALL NAILS TO 5E RIWG SHANK 8FI6 - IBAT SFI6 - MAT �i (4) 1i4'0 X P4" LONG TAPCONS OR TITEN SOWS A RETROFIT STRAP (FOR MISSED LOCATIONS) SIMPSON MTSMI6 - CAP 860# UPLIFT 235# PI w# F2 0 O II 12 13 17 21 8FI6 - 15AT QW2 8FI6 ;Y.4�a; .Y Y- 8P32 mem OF24 A52C TYPE DESIGNATION F • FILLED W/ 3000 psi GROUT U .UNFILLED rQUANTITY OF # 5 RE5AR AT BTM. OF LINTEL CAVITY OFI6-I5AT NOMINAL WIDTH) I L— QUANTITY OF # 5 REBAR NOMINAL HEIGHT) AT TOP # 5 MBAR AT TOP MIN. (U REQUIRED. m <: d GROUT 5 RESAR AT Ism OF LINTEL CAVITY SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS *MV44"m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8FI2-1T SFI6-IT SF20-1T SF24-1T BF28-IT BF32-tt BF8-7r SF12-2T 8F16-2T 8F20-2T SF24-2T BF28-2T 8F32-zr 2'-10'(34� PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6° (42 PRECAST 150 2524 3547 4569 5591 6013 763E 1569 2524 3547 4569 5%1 6613 7636 4'-0" (48) PRECAST 1363 2192 3079 3965 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6' (54 PRECAST 1207 1940 2724 350E 4292 5077 5861 1207 1940 2724 350E 1 4292 1 5077 5861 5'-4° (64"} PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10' (70 PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 408 6'-6' (78) PRECAST 83504 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 34M 4038 7'-6- (901 PRECAST 727 1021 16341 2102 1 2571 30391 3506 727 1166 1634 2102 2571 3039 3508 9'-4" (1121 PRECAST 591 680 11331 14710 1811 21520 2494tg 591 851 1326 1705 2054 2463 2842 10'-6' (126� PRECAST 530 552 914 118E 1459 1732 2007 530 608 1183 1526 1865 1 2204 2544 11'-4'(136) PRECAST 474 485 798 1034 1272 1510041749 494 599 102E 1422 173E 2053 1 2369 12'-0" (1441 PRECAST 470 441 723 p 936 p 1151ti 135604 1582 470 543 928 1349 is" 194E 1 2247 13'-4" (160) PRECAST 413 0 373 608 783 952 1141 1321ft 428 455 770 1145 1444 1718 1993 14'-0'(168) PRECAST 384 30 559 723 1 887 1052 1218 410 420 709 1050 1434 W 169411J 1954 14'-8' (1761 PRESTRESSED 239 323 519 671 (lal 823 tW 97604 1129 tj 246 390 655 968 1324 ed 162E 1 1874 15'-4' (184' PRESTRESSED 224 302 485 626 767 9009o4 1052 230 364 609 897 1224 1562 1801 17'-4" (20n PRESTRESSED 187 255 404 520 637 754 872 192 303 500 732 993 126E 1470 19'-4"(2321 PRESTRESSED 162 222 347 1 44601 546 646 746 166 261 424 616 831 1057 1225 21'-4" (256' PRESTRESSED 142 198 308 1 393 1 480 56701 654 142 230M316 531 713 903 1046 22'-0- (264") PRESTRESSED 137 192 378 11 461 545 1 629 137 22150B 681 861 997 24'-0' (288' PRESTRESSED 124 175 3 416 491 566 124 200450 0 600 758 8 55 NO SCALE (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. TYP. M ComecTION TYPICAL TR168 TO MASONRY(SEE TRUSS LAYOUT FOR UPLIFT) PL • FLOOR ff . ROOF GENERAL ROOF NOTES: I. TRUSS MAUFACTURER TO SPECIFY ALL TEMPORARY I PERMENANT TRUSS 5RACING 2. OR LTA I W/(12) 10d X 116" UPLIFT CAP 14200 LATERAL FI-485# F2 1425# PA #1423 3. ATR • ALL THREAD ROD EPDXIED SOLID INTO CONCRETE 12" MIN. FOR " MIN. FOR 34' B 746" W/ SIMPSON "SET' EPDXY 4. FI PARALLEL TO TRUSS 5. F2 PERPENDICULAR TO TRUSS 6. TRUSS STRAPS NOT SPECIFIED ARE TO 5E TYPE ID MASONRY @ WOOC 7. UPLIFT NOT SHOWN ARE <500# 8. ALLOWABLE UPLIFT FOR DOU5LE HETAIfPA4ETALI6/LTAI STRAPS IS 250V FOR 2 PLY (USE I(pd NAILS) TRUSSES 2035# FOR (I PLY) W/ 10d X ILI" (OR ADI > 2x4 SPACER 12" LONG TO TRUSS - (8) I6d) 9. ACTUAL LATERAL WIND LOADS FOR TRUSS CONNECTIONS ARE LESS THAN 200# PERPENDICULAR/ PARALLEL T OWALL THE RATIO OF ACTUAL VS ALLOW E COMBINED UPLIFT AND PARALLEL/ PERPENDICULAR LATERAL < 10 10. ALLOWABLE UPLIFT OF EMEIEDED STRAPS IS NOT BASED IS NOT EASED ON ALLOWABLE STEEL STRESS 33% INCREASE II. ALLOWABLE LOADS ARE PER 2018 SIMPSON CATALOG SAFE LOAD TABLE FOR CA8T—CRE7 HIGH -STRENGTH PRECAST � PRESTRESSED U LINTEL WITH BOND REAM -- ii - -- - ��fra=�tilk����•xs:�il-�T� �1f1=7��..r�t'-S��Y1=1•�E-J'77 -- �cz ��rer���r-�r �i•�y:� MIN ® - - _ �_.�-�E=�Z��Y3-•LI�L'-Irk QI .. _ _ - - ��f 3�t�sE1�1•�IFL�=� am # CO1469cTOR)DEVICE CONNRCTOR NAILS - QTY 4 BIZ£ MR LOAD VALUER COMECRON (IOW NAILS -W 93d x h" NAILS Fl Pt ARE 14- LONG FOR U IN SEAT UPLIFT LATEWAL LATOWL SINGLE MEMBER TS6. 18J pSMAWA q FBDA r # OF caNNrcTORS) P pER�END CCN..T'O - arr 4 6= ��AL TO EEAH To SEAM PER CONNECTION A SU'IPSON META 2 1520# 3400 725E 7 - IOd x 14" NAILS #114732 2 WI-8044 META 16 IAW" 340E 725E 9 - Wd x Iss' NAILS #114732 3 83-IPSCN HI -ETA 20 2a3b# 940E & 10 - 10d x 012" NAILS WV TOW PLATE (EACM STRAP) #114732 4 SB-IPSm MT 3%65# --- ----_ NAILS y x MD A #114732 M64 B` 5 Off-PSLN DETAL 20 2ANDO 2000E L3700 9s - 10d x IW' NAIIUSSIES LS FOR 71 WO 2 STRASTRA PSK 011473JO 18 - Kd NA" TO S GWPSON NTT 4 4266E --• --_ #11496 %,WALL-TNIRSAD EP07C1• W cONCWTIS SA00# 1B-SDB 14w 4 1 PLY 811'A'8CN PGTR --• 2-4'W 71III4 0114732 9�10p# 36-SM 14W 4 2 PLY 4Aj-W TITEN B S1MMION NIT 2 10,9E 60 16 - 10d EACH GIRDER 8U 2-%k7' AIR TO OCNCREtE CAP. E. IpOpts ACH #IiNSi)F I 484ds 16 we 14" x 3" 2 PLY MIN. 5 BIMPSON VOT 2 7165E 32 806 14" x 3" 2 PLY MIX FL #11470 3 66'SO# 32 806 14' x 3' 3 PLY MTV. 62"P6014 LGT 2 2160E Is- I601 SINIM" GIRDER (2 PLY) 7-14' x 214" TI ENS WALL #A470 II SO'1P8CN LGT 3-mm3 Ma M-14w. we CEPOER (3 PLY) 4-%" x 5" TITENS 14D WALL K #11470 Q SPgPGON VrcR 4 SD 09 x 24" 6CFE28 611 < TO 4.2 PITCM 335E 3 80 #9 x 21y' SCREWS VALLEY TRUSS Ft #r1 4.12 TO 2.12 PITCM 430E DOONLOAD 666E 5 SB'4P80N MIOA 1140# 565E 265# 9 - IOd x 14' NAILS RAFTER 010446.7 9 - IOd x 114' NAILS PLATE 14 81I4FBos1 TB NAILS TTW2 17 Is - 106d x IsKy N B Bi SPVSON META 24 1610# 9Y IO W4. #10667 Ir, bVIrla N LUS 20 axe Us" PL 065E RF 1070E 6-10d NAILS CAKED FL #10660 ix1 1166E PL IIOP.# I* I266# 4-10d NAILS CARRYING R 86TPeoN HUS 20 2x ' 1166E FL 2WO PIP 1165# 8-116d NAILS CAPMED #m eb 2x0 1550E FL 37 PP 407 22-I6d NAILS CARRYING B SIT IP60N LUS 21O 1166E PL M46# RF IT%# 6.10d NAU-6 CARRYING #1066D 4-I0d NAILS CARRIED B BOMPBGN HUS AS 3000# FL 4106# RP 30-16d NAILS CARIIIIYM #10655 10-16d NAIL& CARRIED 'PO 86IP80NPC P700E 96E Imo# s060 PC 6-16dNAIIA of-AM8?1P60N 21 AL 40 0E 2-I6d NAILS FOOT #10049 tV# x 4' EMBED JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2831A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561)346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 201E JAMES C. PAINE, MA, W U w W Q H � w M L� N f� CrT� g M O i+ 7 I 0 SHEET 4*1 Ic:6 supervision 5 OF 9 SHEETS A:A FILLED CELLS AT JAMB (TYP-) lx4 P.T. WOOD CEMENTIOJS . A EILOCICNGG ALL FINISH (3) SIDES A WOOD TRIM COWER BEAD (TYP) BRICK MOULD US P.T. WOOD MUCK ANCHORED TO MASONRY W1 1/4!'DIA. TAPCAONS AT DOOR 3" FROM END AND 6" O.G. (PER SCHED) STAC-02EWD PROVIDE A t'M CONC. EMBEDMENT OF 1 3/4, ANCHOR DOOR JAMB TO sucK wl#io FLATHEAD NON CORR. WD. SCREWS 2" LG, AT EACH HINGE. SEE PRODUCT APPROVAL. 009 TIESET CS r IN '�VP4 F A TO SILL WY STNEP ;* I 1/2'SCRFWS AT 18"01C PERIMETER CAULKING FLOOR COVERING ti % 0. -0 CONC. FLOOR SLAB PERIMETER CAULKING STUCCO FINISH 1/ 5.1 JEXT. DOOR HEAD JAMB SILL S SCALE NO F o- :44 . . . . . . . CEMENTIO16 FINISH FILLED CELLS AT JAMB (TYP-) -I X 4 P.T. WD. MOCK3'ra CORNER BEAD (TYP) ALL (4) SIDES comt. CONT. SEALANT R MEAD IMPACT RESISTANT I X 3 P.T. ALUMINUM FRAME WOOD BLOCKI IMPACT RESISTANT CONT. 8NG EALANT GLAZING4 SHIM SPACE ANCHOR WINDOW TO BUCK W/ 114'DIA. TAPCON x 2 3/4' AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED [IV, O.C. KIVMD I 1/.W' INTO CONC. OR MASONRY. SEE PRODUCT APPROVALS FOR REQUIREMENTS. 2/ 5.1 T`rf=. WINDOW JAMB DETAIL NO SCALE/ :4 a. A FILLED CELLS AT JAMB (TYP.) REDHEAD PER CEMENTIOUS DATA FINISH 4 SEALANT WOOD DOOR TRIM (PT.) --: 2x6 P.T. WOOD JAMB PLATE ANCHORED TO MASONRY W1 1/2" RD REDHEAD WEDGE ANCHORS 6" LG. MIN. EMBED. 3 1/2" AT 24" INTO CONC. FIRST ANCHOR & ABOVE FIN. FLR - GARAGE DOOR TO BE ATTACHED PER PRODUCT APPROVAL 3/5.1 1 GARAGE DOOR BUCK DETAIL NO SCALE] 12 9 12 t0-&'AFF. TOP or BEAM VA .............................. ................ ............................... ......... --- ------------------ ...... �D'-0" FINISHED FLOOR EAST ELEVATION on Em 12 NEW STUCCO PANT Uri 12 75 ........ ICIILJII ...... II imilml JAMES C. PAINE, JR. ARCHITECT FIRM LIC. #0009524 '1831AEXCHANCTECT. WEST PALM BEACH FLORIDA 33409 (561) 346-4685 FAX (561) 686-5862 THIS DRAWING iS .4N INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZLI) USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED THIS DRAWING IS FOR USE IN CONNECTION ATTH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 JAMES C PAINE, AfA. �4 Uw 0 W > 0 c) V SHEET 5*1 6 OF 9 SHEETS ftln!a by Des fgnDra ftfne7Scom - 561.b93.7731 Under the direct supervision ROOF MATERIAL - METAL ROOF \ QOVER 90# NOT MOPPED ON LAPPED 30# PE 1 TIN TAGGED TO MIN, 19/32" C.D.X. SHEATHING ANCHORED w/Od RING SHANK AT 4'oc. At EDGES AND 6" OC. IN FIELD ON PRE-ENGR'D WOOD TRUSSES AT 24"o c. 12 5 2x4 BOTTM CHORD BRAGINGf7P) — R-30 BA` INSUL. ELEv. t0. TI15EAM 10'-0" AFF. %"DRYWALL S'k8" BOND B&IM W- 1#5 CAST CRETE LNTEL OVER OPENEINGS SEE SCHEDULE 050 VERT. At AL COLM. GROUTED SOLID \ IN CELL At 48" v.C. AND At ALL CORNERS `1\ AND EACH SIDE 7F ALL OPENINGS - 1 SEE FOUND. PLAT ) W' DRYWALL ON P.T Ix2 FURRING STRIPS AT 24"o.c w/1-4.2 INSUL.— ON EXISTING CMU WA -L EXISTING 4" CONC. SLAB ELEV. FINISH FLOOR IS" I/ ro.1 I TYPICAL WALL SECTION 2"x 4" R-IS INSULATION ALTERNATIVE: 3%" x 25 GAGE METAL STUDS IN LIEU OF 2x4 WOOD STUDS 2/ 6.1 1 NON -BEARING INTERIOR WALL GALV. MTL. ANCHOR STRAP AT EACH TRUSS. SEE CONNECTOR SCHEDULE FOR MORE STRAP IWO. GALV. MTL. DRIP EDGE ON P.T. Ix2 ON P.T. NO FASCIA TK22V ALUM. SCREEN VENT AT 6-0"o.D. �— PROVIDE 2 LAYERS OF %" STUCCO ON PAPER BACKED METAL LATH OVER ADDITIONAL WATER PROOFING (I LAYER OF 15# FELT OR TYVEK WRAPPING) (TYPICAL AT ALL SOFFITS, OVER HANGS, CANTILEVERS, AND EXPOSED WOOD BEAMS) 1 1/ 1, RECESS WATER STOP POURED O 5ILL 9IF" 2-COAT STUCCO ON 8"x5"xlb" C.M.U. SLOPE GRADE GRADUALL TO 10 FEET FROM BLDG. EXISTING FOOTING 3/4 1'-0 PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 1/8" GAP AT PANEL EDGES CDX PLYWOOD 4'x8' PANELS (MAX. 24" SPAN) ­(, PROVIDE 211x4l' BLOCKING AT ALL PLYWOOD SEAMS. DISTANCE 4' FROM END NAIL SEAMS W/ 10d RING SHANK AT 4" O.G. EA. SIDE OF SEAM. SIDE WE). FASCIA W/ (2) 16d EA. TRUSS Sd RING SHANK NAILS AT ro O.0 AT PANEL EDGE AND INTERMEDIATE SUPPORT 4" O.C. DIAP�4RAGM BOUNDARIES AND ENDS (DISTANCE 'S' FROM END) 3/ &.1 I TYPICAL GABLE END WALL SECTION 416.1 CONFIRM TO EXIST, EXIST. BEAM WINDOW NEW MASONRY WALL 1l #5 REBAR ON WINDOW SILL EXIST. FOOTING 3/4" =1'-0" 1 5/ &.1 INEW WINDOW OPENING 1/4" SPACE AT PANEL EDGES 13ULLNOSE TILE- 2X4 P.T. BLOOQNG_ (VERIFY WIDTH W/ TILE INSTALLATION) 1/2" DUROCK_ WATERPROOF MEMBRANE - CERAMIC TILE — GROUT MORTAR BED I 'XI6GA. R-NF. SLOPE TO DRAIN F UD _ _ _ _ 7CK _ TILE W I I 1 I CERAMIC 9 I — 16 I I L uZu�I S � I — —I I _ J AS RrmQ'D VERIFY W/ TILE INSTALLATION SHOWER EDGE AT CURB WATERPROOF MEMIBRANE— CERAMIC TILE GROUT MORTAR BED 2'k2'x16GA. REINR, SLOPE TO DRAIN MINIMUM T OF M�EM5f 2'k2"XI&GA. �INF I AT CENTER OF SHOWER Qj WALL SECTION AT SHOWER SHOWER EDGE AT FLOOR TYPICAL SHOWER DETAILS � 3/4 = 1 -o WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-fi WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 3/411=1'-0" 7/ &.1 SECTION AT CMU IN-FIN—L 3/411=1'-0H REMOVED W INDCWS :MU WALL - PROVIDE BLS GROUT SOLID )NRY OPENING SIZES eARY IN -FILL SIMILAR) 3/411 K/ = 11-11 STEPS x OHEDO r S PA84M 43 AT TM BAN CP LL . WORCNG Tollwme P, MSTALL TM w® MCC Or TM IMO. SILL FLABHNO (4"9 JAM A.AWNO LEAYM (2) 2' GAP& 4111-T MaTALL wNDM eeeD GF WALANT S T+E FACE CF o PLAMW AT HM HEAD R ASHMO a s U CLAD 0010 @1 FLAms AND AFE AT !TD 1R LY ! N FLAG! LL M ASH010 5 la APPLIED. SHRT AND ADA OT WHXV TO AGHlYL SOLAW_ PLLM, AND UF.SL 000IT m. WE COMW61014 m4 /r II I OWEATHER RESISTANT II BARRIER (WRB) AT A 40 DEWEE A AS. cAMMUy art -Me MApREIi ON A DI46GNAL, deny RAISE THC TOP MX& OF THE eAwIER LP AHD TAM TFE TOP C01WAM AID COnmit To THE mamoR / uRe WMAGL ACOYL INTERIOR VIEW / TOP LEFT CORNER OF WRNDOW JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2 31 A EXCHANGE CT. ST PALM BEACH LORIDA 33409 (561)346-4685 AX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SHUG SHALL REM A7N THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT'.� RITTEN PERMISSION OF THE METRO ESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2013 JAMBS C. PAINE• AIA. W U .. Lu P lu P4 w C CALE p i, -1 a1 M o w8) 11 F+�1 NOTM, 1. IlnhkV b be I mMe U$ed raft type (min C wlda) 2 amw vN b at lent depdr dwMdaw, pbe 7 i xft fm dwrb 8. the pan ehdl dhntwder b the erderbr mw flMnp plate 4. keld baNnig wwW is wh rig wYabw un & wedw mid a beft to form wdw bp nerKma2 ty1 waatw raeklhro dlANN' Prepared by 150AF First Coast Chapter NTS (ol2tiona U C W 00 I N O 'S U Cn W w SHEET 6*1 7 OF 9 SHEETS Contract CAD drafting by Das1gnDrafting7Scom - 561.693.7131 Under the direct supervialon &AIR CONDITI04ING PLAN 1/4"-I'-0" NOTE: THERE CAN BE W OVERHANG OR OBSTRUCTIONS) b AIR FLOW DIRECTLY SUPPLY AIR DUCT. SEE ABOVE CONDENSR- FLOORFOR SIZE. UNIT. 1 MLA CEILINGaT{yJGru NICALLY ATTACHED TO AHU FBCR-M 16011416 AIR HANDLING UNIT 4" X 2" X 3/16" STEEL CLIP WITH juC }$*12 SELF TAPPING TEK SCREWS INTO THE UNIT AND I4"0 x 2Ui" RETURN AIR DUCT. A44U BUILT-IN DISCONNECT 1w MIN TAP CON INTO CONC PAD, 2 CLIPf SEE FLOOR PLAN FOR SIZE. REFRIGERANT LINES PER EACH BIDE SATE CU 1 OVERFLOW PROTSCTION FLOAT SWITCH PER FSCR-M 14113.1 6" MIN SLAB TO EXTEND A MINIMUM SEE A/C PLAN FOR LINE TERMINATION OF 6" BEYOND UNIT ON ALLH ON y TE � y r OLow RAN OVOKOW SIDES. NEOPRENE VIBRATION PAD ANGLE IRON FRAME SUPPORT GRADE �'� MINIMUM 6- ABOVE GRADE FLOGZ_RETURN AIR PLENUM BOX 6", 3000 Psi, CONCRETE PAD 6X6 UUF CONTRACTOR TO LEAVE A 4" PERIMETER AROUND THE AHU AND ABOVE THE UNIT PER CODE CONDENSING UNIT MOUNTING DETAIL NO SCALE AHU DETAIL NO SCALE BATHROOM EXHAUST VENTS TO HAVE CORROSION RESISTANT SCREEN. INSTALL BACK DRAFT DAMPER AT ALL VENTS EXHAUST FAN SCHEDULE TIP SPEED CFM T.S.P. IN WG MAX. SONES MOTOR DATA CONTROLLED BY REMARKS I NOTES Hp I RPM v/0/HZ IS - 50 50" 1/12 1,140 120/1/60 SWITCH AT tOILET W NOTES IZ - •_-- _ _-...,_ _._,; t0 FIELD VERIFY ALL NOtE9 BELOW AND REQUIREMENTS ARE PER CODE I. RPM'S INDICATED ARE APPROXIMATE. ADJUST FAN DRIVES TO ACHIEVE AIRFLOWS SPECIFIED. 2. MAINTAIN A MINIMUM CLEARANCE OF 10'-0" FROM ALL INTAKE AIR FANS AND ALL ROOF TOP UNITS OUTSIDE AIR INTAKE OPENINGS. A 2„ YTR i�J� II I I dAVi EX DRAIN R �I 2" 211 WC 3" LAVLAV WC 3" 3" CO AT GRADE 3" CONT TO SEPTIC SYSTEM IV2" S.V. EXIST WCO SWIG 2" 3" A PLUMBING 2" VTR EXIST WASHER W/ CO AT 46' AFF. 3" 3" LEGEND NOTE: THIS IS A SCHEMATIC DRAWING, A/C CONTRACTOR TO PROVIDE SHOP DRAWINGS. m CEILING DIFFUSER SEE DRAWING FOR DIMENSIONS, NECK SITE, LOCATION AND D CTION(S) OF AIR FLOW. ® KITCHEN EXHAUST FAN. SEE DRAWING FOR LOCATION AND EXHAUST LOCATION TYPICAL UNLESS INDICATED DIFFERENTLY ON PLAN. tnn ® CEILING RETURN AIR GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND L ATION A CEILING AIR TRANSFER GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. OTHERMOSTAT. SEE DRAWING FOR LOCATION. ABBREVIATIONS VTR VENT TO ROOF AHU AIR HANDLING UNIT VTW VENT TO WALL EXF EXHAUST FAN VTRJ VENT TO ROOF JACK CFM CUBIC FEET PER MINUT S.W. SIDE WALL GRILLE AT 6" BELOW CLG. KW KILOWATTS CU CONDENSING UNIT FLA FULL LOAD AMPS TA. TRANSFER AIR GRILLE RA RETURN AIR GRILLE GENERAL HVAC NOTES: L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA MECHANI BUILDING CODE AND ALL LOCAL CODES AND ORDINANCES IN A FIRST CLA86 MANNER AND ACCEPTED BY THE ENGINEER UPON COMPLETION OF THE JOB. 2. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCE WITH OTHER WORK. 3. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIREI PERMITS, TESTS, INSURANCE (LIABILITY AND PROPERTY), AND INSPECTIONS. 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. ITEMS REASONABLY IIFERRED AS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY SHOWN OR NOT. ANY DISCREPANCIES OR OMISSIONS IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE THE BID OR THEY WILL BE CONSIDERED PART OF THE BID. 5. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED R THE COMPLETION OF HIS WORW, 6. ALL MATERIALS 844ALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE AP 7. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW WORK INDICATED ON DRAWINGS. IF A PROBLEM OR OMISSION IS ENCOUNTERED IN FOLLOWING THE DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS FOSS; AND CEASE WORK ON THAT PORTION OF THE WORK UNTIL THE ENGINEER HAS GIVEN NEW DIRECTIONS. S. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIM/HER SELF WITH ALL CONDITIONS INVOLVING H.VA.C. SYSTEMS AND MAKE PROVISIONS TO THE COST OF THE BID. ALL EXISTING MECHANICAL EQUIPMENT (WHETHER SHOWN ON DRAWING& OR NOT) TO BE VERIFIED AS EXISTING AND USABLE BY THE CONTRACTOR 9. LOCATION OF ANY MECHANICAL EQUIPMENT NOT DIMENSIONED ON THE ORA CANNOT BE SCALED FROM THE MECHANICAL DRAWINGS BUT MUST BE CONFI BY THE OWNER (OR OWNERS R=PIMSENTATIVE) OR THE ENGINEER DRAWINGS. 10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DI OF CONSTRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER II. COORDINATE INSTALLATION OF CONDENSATE SYSTEM WITH PLUMBING CONT CONDENSATE SYSTEM SHALL INCLUDE A FLOAT SWITCH AND A 2" DEEP EMS UNDER AIR HANDLERS. CONDENSATE TO TERMINATE AT DRY WELLS (12" DIA OR I'-0' MINIMUM FROM EXTERIOR WALL AND SLOPE AWAY FROM EXTERIOR W 7. ALL BENDS GREATER THAN 48 DEGREES SHALL HAVE TURNING VANES. ALL DUCTWORK TO BE SHEETMETAL. 13. CONTRACTOR SHALL PROVIDE TEST AND BALANCE REPORT 14. ALL GRILLES SHALL BE FULLY ADJUSTABLE ALUMINUM GRILLES WHITE ESP FINISH, METALAIRE OR APPROVED EQUAL. 15. PROVIDE A PROGRAMMABLE THERMOSTAT FOR EACH AIR HANDLING UNIT. T NOT HAVE ANY VISIBLE NAMEPLATES. I&. ALL NEW EQUIPMENT TRANE OR EQUAL 17. VERIFY ALL DUCT SIZE, INSULATION, WITH ENERGY CODES AND ENERGY CAL IS. HOLD ALL WALL MOUNTED DIFFUSERS 10" BELOW INTERSECTION OF WALL/ CEI I IS. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/SF OF VENTILATED FLOOR AREA 20. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR ALTERNATE DUCT LOCATION I" INSULATED PLENUM — -IN CEIL'G i 1 8 NEW 3" FLOOR ORAN TRANSFER AIR DUCT DETAIL (CEILING) A/C SYSTEM - MANUFACTURER - TRANE COND - 4TWX6048GI SEER 12.0 EER, 16.0 SEER SENSIBLE - 30800 Btuh LATENT 13200 Btuh TOTAL 44000 Btuh KW - X COPPER SIZE - 34" + 4b" DRAIN SIZE - 3/4' PVC CONDENSATE t0 TERMINATE AT 12" MIN. OFF EXTERIOR WALL 6" ABOVE GRADE I- BATH VENTS VENTILATION BY 402.1 1 - DRYER VENT I - RANGE VENT IN WRITING ENCY PAN 24" DEEP MIN.). SHALL SUPPLIED. FLEX DUCT (SEE PLAN FORSIZE) CRATE SCALE JAMES C. PAINE, JR. ARCHITECT FIRM LIC.40009524 2831 A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561)346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OFTHE METRO DESIGN GROUP_ UNAUTHORIZED USE OR REPRODUCTION WITHOIPr WRITTEN PERMISSI ON OF THE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING 1S FOR USE IN CONNECTION WITH 'THIS PROJECT AND SHALL NOT BE G.SED FOR AN) OTHER LOCATIONS COPYRIGHT 2015 IAMBS C PAINE. ATA. W z O F--1 ri1 W Q O U z W U cn SHEET g 9 7*1 Supervision 8 OF 9 SHEETS A/C EXIST BEDRM 2 WIRE F FAN W/ WIRE FOR FAN W/ LT EXIST 1`I. BEDRM 0-0'CLG WP/GFI low L—SOFFIT LIGHTIG TYPICAL Ist FLOOR ELECTRIC PLAN NORT TAMPER RESISTANT RECEFACLES PER NEC: 406-12 FSC RE4002.14 ARE REQLRED IN DWELLING UNITS IN ALL AREAS A5 5PECIFIE) IN 2014 NEC 210.52, ALL 125VI 15 20 AMP RECEPTALES EXISTING ELECTRICAL RIER DIAGRAM ELECTRIC METER M� UNDERCsROUND SERVICE BY FP $L 2" PVC CON¢ W/ 3-#2/0 THHN 4 1-#b GRD. '—NOTE: 200A hl DISC. TO BE SUPPLIED W/ too AS.C. RATING 2" PVC CONDUIT W/ 3-#2/0 THHN CU #4 THWN CU. G.E.C. CONNECTED THE BLDG, STEEL AND EXTENDED TO 5/8" t COPPER GIRD ROD. •5/8" X I& GRD ROD CONNECT Tf LM STEEL W/ FOOTER CLIP 4 METALLIC COLD rER PIPE I&-0" GLG EXISTING FAMILY RM NEW LIVING RM II'-4' CLG T I MS LTS CLG CLG ROLL UP SHADE 133" WP/GFI i, N E W COl( ROLL UP SHADE TYPICAL 10'-4" CLG U.C, DISH/ DISP WP/GFI see F GFI O 0 1DW�I I " KIT GFI T CLG �� ` MICRO " GFI GFI NEW BLAB W HOOD J 200A PANEL C1 z 72° 72" WIRE FOR W FAN NEW OFFICE II'-0" CLG R WH PANEL POARD SC�4EDULE Due Amp Load Description Pole T•1p # # Trip Pole Load Description Bus Amp A/C #10, 3/4" 2 30 1 2 60 2 AHU (IOKW HS) ^W e/4' 10,000 - 3 4 - 4500 WATER HEATER #1 #10, A/4" 2 30 5 6 30 2 DRYER #10, a4" 5000 - - 7 s - S000 RANGER W/ HOOD #8, e/4" 2 50 9 10 20 1 WASHER #12, I/2" 1500 12 120 1 I 1 LAUNDRY RM (GFI) #12, Vj" 1500 SMALL APPLIANCE (CFI) #12, V2" 1 20 13 14 20 1 OFFICE (AFCU #12, 44" 1500 SMALL APPLIANCE (GFV #12, 4.2" 1 20 I6 I6 20 I BEDROOM #2 (AFCI) #12, I/2" 1200 DISHWASHER (GFI) #I2, It" 1 20 17 IS 20 I MASTER BDRM (AFCI) #12, It" 700 DISPOSAL (CFI) #12,16" I 20 19 20 20 1 MASTER BATH (GFI) #12, IAI" 1200 REFRIGERATOR 012, 1611 1 20 1 21 22 20 1 BATH #2 (CFI) #12, 'h" 2500 IRRIGATION PUMP #10, 3/4' I 30 23 24 20 1 SPARE #12, 45" EXT. LIGHTING #12, V2" 1 20 1 25 1 26 20 1 SPARE #12, Lj" LIVING RM (AFCI) #12 I 2" I 20 27 28 20 1 EXT, RECEP. (WP/ GFI) #12, 45" DINING RM (APCI) #12, V2" 1 20 1 29 130 20 1 GENERAL RECP. (AFGI) #12, I/2" SPARE #12,16" 1 20 31 32 20 I GENERAL LIGHTING #12, Ih" SPACE 33 34 20 1 BATH #3 (GFV #12, Ih" SPACE 35 36 20 1 SPARE #12,16" SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE I 1 41 1 142 SPACE RATED VOLTAGE: ❑ 120/208 ■ 120/2 ❑ 277/480 I PHASE 3 WIRE t'OLES: ❑ 12 ❑ 20 ❑ 30 0 42 RATED AMPS❑ 100 ❑ 150 0 200 ❑ 225 ❑ 400 MOUNT: ❑ SURFACE 0 FLUSH FULL NEUTRAL BUS ■ GROUND BUS ❑ ❑ BOLT -IN TYPE PLUG-IN TYPE FEED IS TO BE: ❑ BOTTOM 0 TOP ■ MAIN LUG ONLY ❑ MAIN CIRCUIT BREAKER AMPS All breakers must be rated to Interrupt a short circuit ISC of 10,000 amps symmetrical (Series rated with main) LOAD CA4Q11W1T,1ONS AREA UNDER AiC 2103'sgft General Load General lighting VA ea 6,309 va 1 Range 6600 8,000 1 Microlkave 1500 t 500 1 Disposal 700 700' 1'Refrigerator 1200 1,2000: 1, Irrigation pump 2500 2.500' 1 Masher 1500 1.500 1 Dishwasher 1200 1 200 1.�ef................ 5000 5,000 2 small appliance clrcui 1500 3,000 1'Water Heater 4500 4.500 1'U.0 Wine 1000 1,000 Sub total General Load 36 409 First 10,000 @ 100% 10,0010 Balance Co, 40% 10,564 Total General Load 20,564 VA A/C load @ 100°b Gaoling Heating n1 10.000 Total A/Cload %" 100% 10,000 Tatalloadl 20,5644 + 10,000: 30,5fu AMPS 127 ELECTRICAL SYMBOLS }� 8 DUPLEX RECEPTACLE AT IS" AFF. 8UATCN BpgLE POLE ♦ TELEPHONE OUTLET AT IS" AFF. \ / N14"T CL'r% ,I.I,'� Du FEAULT�anE $3 n WAY a OPTACLE TELEF440MM LET\iy�, : VAPOR: (6 B DUPLEX RECEPTACLE AT BABE $4 8LLIITC4 FOUR WAY DSL ♦ INTERNET, CABLERECESUDWALL MODEM AT W ARP. \ / UTASNER C DUPLEX RECEPTACLE AT W ABV. COINIER QQ� $R SUATC.1 RHEOSTAT S SPEAKER IN W OL4 SENT WAGNER 68M (�� v{l�� DUPLEX RECEPTACLE GROUND FAULT D SUATCH DV41FR G NAM WRED SMOKE ALAIaN ill— w4LLMOUNTED LIGHT DUPLEVl TOP REC, sarromp E $ SUKTCH KEYED 0DETECTOR/ WARD WIRED ALAI D UIALL sCoNm l We ® DUPLEX RECEPTACLE WATERPROOF �. SUrTCH DTeCONNECT O WVAC THERMOBTAi� TRAGIC [GNT 8UC DUPLEX RECEPTACLE UNDER COUNTER � SECURITY KEY PAD T H TbERMOSTATI M HLDISTAT ® FLUORESCENT LIGHT ,Ll ® OUADOARAGE FI EX RECEPT. AT IS" AFF. P1 DOOR CONTROL PAD (I FOR EA DOOR) ® EXHAUST PAN -9iq PIERMOMTED LIGI-IT W CIRCUIT 120V OAWMDEDICATED QPI,Ipip SUATCH aARAOE DOOR SENSOR DEM�l^ } EXHAUST FAN IW LIGHT LIGHTS O FOR n^�^�-t OOR OPENER DM -0 D9, DOOR BELL RAN W/0 LIGHT 4 (,JQ SEC IRI, LX*4TO FLOODPADDLE ®M DIRECT WIRED MOTOR Q INTERCOMWOR AT 6C' AFF. T�1�^1 r'MON I.rAWTB SENSOR ® 220 V, RECEPTACLE AT 24" AFh ® RTTEI�.CM BABE STATION INCANDESCENT LIGHT CL'G, MOUNTED CNAND R O DUPLEX RECEPTACLE FLUSH IN FLOOR �EYYSIODIt SATELLITE J m I e wa- 040E L/6NT BREAD PANEL ® OBox f CNU'E BOXY D TUB LrGi4TJUNC g !PPAL DISC. TER JAMES C. PAINE, JR. ARCHITECT FIRM LIC. #000952 '1831A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561) 346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP. UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 LAMES C. PAINE, ALA. GENERAL ELECTRICAL NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER U DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R 4. MINIMUM WIRE SIZE SHALL BE # 12 COPPER 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THIN, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8" 0 x N GROUND ROD NEAREST COPPER AND n WATER LINE (COLD). 7. ALL 120V. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR 0 T/� IrTTLI �1�I RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (GFI-) • r-I �/ 1 i-1-1 1•�•I/ PROTECTION WITH EXTERIOR RECEPTACLES CF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY f T•L� O INSTALL INDIVIDUAL (GFS-) IN LIEU OF (CFI.) BREAKER (• WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" AFF. 5, RECEPTACLES SHALL BE 15A AND 120V. OF THE GROUND TYPE 16" F+�I OFF. UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRGUITSt A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. I1. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE ` SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHEF=SE SPECIFIED. IrTlLl 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED E01AL 13. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- 0 r ICI a FACTURERS RECOMMENDATIONS AND LISTING. r 14. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE • 4-4DEVICES SPECIFICATIONS. �T 15_ THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADE TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE 1N THE BID. —0 16. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN rlr�y; THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. IT PROVIDE PRE -WIRED T.V. OUTLETS WDMI ANp CATS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. IS. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS FIER CONTRACT. IS. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 20. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ R) 21, STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) 22. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). UI XZ ACEw 23. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 3. 24. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER U) CLU) 25. ALL RECEPTACLE, 4lUiTCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR TO z ) WZ (n FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DESIGNED DRAWINGS. AS BUILT$ CAN BE SUPPLIED IF REQUIRED. DRAWINGS EST O >> WE >g LU LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING CO 000 MUNICIPALITY DURING THE PERMITTING PROCESS. I--1 �V °r°U 26. ALL RECEPTACLES TO BE 6'-0" O.C, FROM ALL OPENINGS, AND 12'-0" O , , C4, FROM 27. ELEC7RI CONTRACTOR SHARECPT. TO RECEPT, ALL LL VERIFY ENGINEERS CEPT. 2'O.C. AT KITELECTRICALRLAY T ANp W Cl) o U CALCS. PRIOR TO CONSTRUCTION REPORT ANY DISCREPANCIES IN WRI rjW F� 00 O u � � N I O � Q W SHEET O 00 O 8*1 "OrVIS Pa Ina 9 OF 9 SHEETS