Loading...
HomeMy WebLinkAboutRevisions - misc 2n e SITE LOCATION MAP OFF LJ'I SITE a NAVION RD. Z J � WALDO PEPPER ST. :5 MARTIN HWY - SR 714 SI E PROPOSED PROJECT ADDRESS LOT 98, NAVION ROAD TREASURE COAST AI RPARK SAINT LUCIE COUNTY, FLORIDA 34987 BUILDING DEPARTMENT ST. LUCIE COUNTY BLDG. DEPT 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 772-462-1573 APPLICABLBUILDING LCRITERIA SAINT LUCIE 2014 FLORID BUILDING AREAS.F. BREAKDOWN HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. TOTAL GROSS AREA: 3,600 S.F. DESIGN CRITERIA 2014 FBC CHAPTER 16 ST. LUCIE COUNTY, FL V ult. WIND SPEED: 165 MPH EQU IV. BASIC WIND SPEED: 128 MPH RISK CATEGORY: 2 EXPOSURE: C MEAN HEIGHT: 19'-9" SLOPE: 3:12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 IMPORTANCE FACTOR: 1.00 ;$T. LUC:F COL.7-I0-L of C r n`mx ItEVIE vOR 'E gEVIEii Bi` ;DATE r ;,Ii? . J ST BE;iEPT DV JOB ORN INF ION WILL BE KADF' PROJECT CONSULTANTS PROPERTY MR. LARRY AITKENS OWNER: 19501 WEST COUNTRY CLUB DRIVE APT. 204 AVENTURA, FL 33180 305-798-3949 SURVEYOR: STEPHEN J. BROWN, INC. STEPHEN J. BROWN 619 EAST 5TH STREET STUART, FLORIDA 34994 772-288-7176 REGISTRATION NO.4049 ARCHITECT: TEAM ARCHITECTURE FERNANDO PRIETO, ARCHITECT 1217 S. FLAGLER DRIVE WEST PALM BEACH, FL 33401 561-855-2688 LICENSE # AR 8840 e ERAL CELENTANO DEVELOPMENT GROUP, LLC. TRACTOR: GREGORY L. CELENTANO 824 SW SQUIRE JOHNS LANE PALM CITY, FL 34990 561-718-9961 CGC1509988 DRAWING INDEX T-1 TITLE SHEET 1of1 SURVEY C-1 SITE PLAN 'wpir'9 "' A-1 FIRST FLOOR PLAN, NOTES L �A-1.1 SECOND FLOOR PLAN, STAIR SECTIONS & DETAILS A-2 NORTH & SOUTH ELEVATIONS WIND PRESSURE & PRODUCT APPROVAL CHARTS A-3 EAST & WEST ELEVATIONS WIND PRESSURE & PRODUCT APPROVAL CHARTS A-4 ROOF PLAN / ROOF FRAMING PLAN A-5 FINISH, DOOR, & WINDOW SCHEDULES & DETAILS CEILING FRAMIN PLAN, INTERIOR WALL SECTIONS A-6 BUILDING SECTIONS A-7 WALL SECTIONS A-8 EXTERIOR WALL SECTIONS A-9 EXTERIOR WALL SECTIONS 0 1 S-1 FOUNDATION PLAN, NOTES, SCHEDULES S-2 FOUNDATION DETAILS M-1 AIR CONDITIONING PLAN, NOTES, DETAILS E-1 ELECTRICAL PLAN, LEGEND, NOTES E-2 PANEL SCHEDULES, LOAD CALCULATIONS & P-1 PLUMBING PLAN, RISERS, & NOTES REVISIONS: No: DATE COMMENTS ° Q7 05-17-17 PERMIT REV. IL Q3 03-06-18 MISC. REV. ° U 2 w F U w H I U Q I- Q LL LL 0 O �C 00 N ' V0 Q�IQM� = j � Cc Qv) Lz �C �w z�c �o �+ Qc OVLL oc % cc L44o O O v ,'0 O Cc 0 ^Q� ,� ` u0j C6 00 l w 1� m OJ J I to Li O 00 � v mw 0 � 0I 7� 0 N Q L Q •!;n..a.swl �� w L 0 0 Q Li M m 0 �a. O >.2� `00 "LLU U 2-Z •cmV aw a, � m 1 v� m U w �U Q 0 \w w O LL 0 QoF z; � w � a w 0 a w 2 F- v) 0 Z T-1 0 EXIST. BARBWIRE FENCE 112 U.E. Imo\ n W N �co 00 Z I CpENERAL NOTES: 1. SEE SHEET A-1 FOR ALL INTERIOR & EXTERIOR DIMENSIONS. 2. SEE SHEET S-1 FOR FOUNDATION DETAILS. 3. BEFORE SOD IS LAID, THE FINISH SITE GRADING SHALL BE INSPECTED BY THE GOVERNING WATER CONTROL DISTRICT &/OR SAINT LUCIE COUNTY AS APPLICABLE. 4. SITE GRADING SHALL DRAIN TO MATCH EXISTING. 5. SIDE PROPERTY SLOPES SHALL NOT EXCEED A 4:1 SLOPE PER SAINT LUCIE COUNTY AS APPLICABLE. 6. DRIVEWAY TURNOUTS SHALL BE PER SAINT LUCIE COUNTY SPECIFICATIONS AS APPLICABLE. LAND CLEARING & FILL NOTES: 1. THERE ARE NO PLATTED PRESERVE AREAS ON SITE. 2. THE VACANT PARCEL HAS BEEN SURVEYED AND THERE ARE NO ENVIRONMENTALLY SENSITIVE OR ENDANGERED FLORA OR FAUNA ON SITE, INCLUDING GOPHER TORTOISES. 3. ENTIRE SITE PREVIOUSLY CLEARED AS NECESSARY. 4. PROOF ROLL BUILDING PAD AREA. 5, PROVIDE COMPACT CLEAN FILL IN 12" LIFTS. 6. ALL LIFTS SHALL BE TESTED FOR COMPACTION, INCLUDING PROOF ROLLING, W/ (4) DENSITY TEST PER LIFT. 7. ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. S. PROVIDE PROCTOR FOR FILL MATERIAL. 9. ALL DENSITIES REQUIRE MIN. 98%AASHTO-T180. SITE SPECIFICATIONS: 1. COORDINATE W/ OWNER & SOILS REPORT (IF APPLICABLE) FOR PROPER SITE PREPARATION & BUILDING PAD COMPACTION. 2. PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE. 3. PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES AS REQUIRED. 4. PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS. 5. IRRIGATION SYSTEM W/ 2" WELL REQUIRED. 6. FPL, ATT, & CABLE SERVICE AND CONNECTION FEES BY OWNER. HEALTH DEPARTMENT NOTES: 1. CONFIRM ALL SEPTIC SYSTEMS REQUIREMENTS W/ ST. LUCIE COUNTY HEALTH DEPT, 2. HEALTH DEPT. SHALL DICTATE SIZES/CAPACITY OF SEPTIC TANK & DRAIN FIELD & SETBACK REQUIREMENTS. 3. COORDINATE PERMIT REQUIREMENTS & APPLICATION W/ SURVEYOR AND/OR HEALTH DEPT. CONSULTANT. FIND. I.B.& C. UNREADABLE SETBACK a 10 + o a rya. 270' BLDG. SETBACK ELEVATION 28.75' i ryery � Ba o � EXISTING DRIVEWAY TO BE ABANDONED. I 00 M m o \S� o O a rti ryee� Pao. G ' ,6 t*/ e9 a ee 0yry rye�p p ^try Rso + rory' DRIVEWAY CULVERT & I ry i MITERED END SECTIONS PER ST. LUCIE COUNTY 0- REQUIREMENTS II ^ cc i _--jlb- - \\ PO wll U I / / \ o \ Iryeb \ k + 2 4'x4'CONC,� I \ a�+ 00 DOOR STOOP, PROPOSED I \ ae I N' eyh RESI DE N ee� eea ry �v a Frye. IV• II ry ry . 00 3,60 HANGAR FOOTPRINT +ry^0 I ARROWS DESIGNATE \� Z& F.F ELEV. = 32.00� �� GRADING/DRAINAGE ARROWS DESIGNATE PROPOSED SEPTIC TANK I ^+ GRADING/DRAINAGE 900 GALLONS. rya^ FLOW, TYP. ry ------ Y p V dam w a w SITE DATA: PROPERTY ADDRESS: LOT 98, NAVION ROAD ST. LUCIE COUNTY, FLORIDA 34987 P.C.N.:4224-501-0098-000-1 LEGAL DESCRIPTION: LOT 98, OF TREASURE COAST AIRPARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 26, PAGE 18,18A THROUGH 18F, OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY, FLORIDA ZONING: AG-5 LOT SIZE: 216,199 S.F. (4.96 ACRES) STRUCTURE LOT COVERAGE: ALLOWED - 10.0% MAX. Q PROVIDED - 1.9% = OK SETBACKS: PROVIDED REQUIRED FRONT (SOUTH) 350.0' to PL 50.0' 320.0' to RW L REAR (NORTH) 270.0' 30.0' SIDE (EAST) 1933 20.0' SIDE (WEST) 60.0' 20.0' DESIGN CRITERIA 2014 FBC CHAPTER 16 ST. LUCIE COUNTY, FL V ult. WIND SPEED: 165 MPH EQUIV. BASIC WIND SPEED: 128 MPH RISK CATEGORY: 2 EXPOSURE: C MEAN HEIGHT: 19'-9" SLOPE: 3:12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 IMPORTANCE FACTOR: 1.00 BUILDING AREA S.F. BREAKDOWN HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. COVERED PORCH 410 S.F. TOTAL GROSS AREA: 4,010 S.F. I I � I LOT 99 ,e I I rn I I VACANT Lc) NO EXISTING WELLS OR rye�a ryeee SEPTIC SYSTEMS PRESENT. ryery0+ I rye�a t�e6 ryeh r� � Y EXISTING CULVERT wl I 1 I N 00°32'21 "W C 690.0' P0M TO REMAIN. ea°j ^� rye' rye. ry6tiry ^^ �- r BENCHMARK + i 0 FIND N&D LB 6018 in o'Ar rye. EXISTING PILE OF FILL � TO BE SPREAD ON SITE 1a 0e •„ Q 50' X 50' PERMEABLE OPEN CELL PAVERS PERMEABLE OPEN CELL PAVER WALKWAY. V FLOW, TYP. w �EDGE OFPOND POND 320' t3t5' rye' BLDG. SETBACK TO K.U.W. \ PROPOSED DRAIN FIELD ---�I I u 1 1/4"(d PVC WATER LINE TO \\ w 750 S.F. W/ 1.5 TIMES ELEC. \ NEW WELL. --------1 \ AVAILABLE AREA = 1,125 S.F. METER \ ryee^ u ae NEW 2" POTABLE WELL LOCATION. k12 4" PVC SANITARY ¢ \ ^S ery J LINE TO SEPTIC TANK. EXISTING ELEC. SERVICE/METER TO BE +rye J ry� e RELOCATED, SEE ELECTRICAL PLAN. I ti10'30, R..\ OA I� - rn 5FND LB.& C. 12' UTILITYEADABLE EASEMENT 0 + pa+ rye O ^ REQ'D. SETBACK SITE PLAN Y m ry°j 1 EXISTING ELEC. TRANSFORMER I ,yet u TO REMAIN, CONFIRM W/ FPL. / F � � N 00*32'21 "WC�ho� 6 0.00' `r / ` / 12' UTILITY EASEMENT I+yes 200 AMP 120/24OV ry I U.G. ELEC. SERVICE TO ^ EXIST. PAD MOUNTED rya, W. VERIFY W/ FPL REW + 75' MIN. SEPARA WELL TO SEPT LOT 97 VACANT NO EXISTING WELLS OR SEPTIC SYSTEMS PRESENT. FAI UNDERGROUND UTILITY SERVICES: 1. PROVIDE PHONE U.G. SERVICE VERIFY W/ AT&T REP. I f\ I 2. PROVIDE CABLE U.G. SERVICE VERIFY W/ CABLE REP. I c} 0) SCALE., 1" = 30'-0" I 30' O.W. FND.N&D LB 6018 n 1 REVISIONS: 2 No: DATE COMMENTS 0 Q 05-17-17 PERMIT REV. a Q2 06-28-17 SEPTIC / F.F. REV. 0 Q3 03-06-18 MISC. REV. U Z w K 7 U W F I U Q ►i I i F at 0 LL a Z at � (on cc 0 QcoN Z 0)0 Q LAJ %X O Q F ftftam0 Lu at 2�at0� 06 R� LZ Lw ` �� W � �U ° Qc C) Ln W�QuILL O �0 0 Q ?0 Lu 0\ 0 I� m O J J I W 114- 00 W 00 l0I N N 7 xxmwoz Q 00 O 711) F N vLn c I u } r 0 0 Z e, Q OL S J rn V ,- rnn 0 c0 0 O > K 00 LLU O) - Z cm u- @ N W L L m CL ' 7 c: E� L°n M U w I� u F �U K Q QO`., W W I- (" Q c',s 0 N p to > zl< cc o w 0 LL a n - F Job Number: i k r rss F a 01-27-17 � tit 1 Sh t' ber Z t H y1 CALL 48 HOURS IN FLORIDA 1-800-432-4770 1 THE LAW SUNSHINE STATE ONE CALL OF FLORIDA, INC. " - F GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW 2014 EDITION OF THE 20. ENERGY CODE CALCULATIONS WITH MANUAL "J" FORM "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY SHALL BE REQUIRED PRIOR TO PERMITTING. AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS 21 ALL WINDOWS AND DOORS SHALL BE CAULKED AND APPLIES TO ATYPE IIB CONSTRUCTION. WEATHER-STRIPPED, WINDOW UNITS SHALL DISPLAY 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH LABELS SHOWING COMPLIANCE WITH THE FLORIDA THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF STATE ENERGY CODE. THE FLORIDA MODEL ENERGY CODE. CONTRACTOR 22 TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING COPIES OF SHOP DRAWINGS AND ENGINEERING CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE CALCULATIONS SIGNED AND SEALED BY A FLORIDA WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE REGISTERED ENGINEER, OF THEIR ROOF TRUSS SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. BELIEVE TO BE EQUAL OR BETTER THAN ITEMS 23. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING SEALED BY A FLORIDA REGISTERED ENGINEER. OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 4. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING 24. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH OF STRUCTURAL OR NON-STRUCTURAL MEMBERS STUD, AS PER CODE. DURING CONSTRUCTION. 25. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP SLABS ON VAPOR BARRIER - 3/4" DRAWINGS TO THE BUILDER AND OWNER FOR BEAMS AND COLUMNS - 1-1/2" APPROVAL. WINDOW AND GLASS SUPPLIER/MFR. FORMED CONCRETE BELOW GRADE - 2" SHALL PROVIDE WIND LOAD CERTIFICATIONS ON UNFORMED CONCRETE BELOW GRADE - 3" ALL EXTERIOR WINDOWS AND DOORS. 26. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-92b. 6. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, 27 DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN OR STEEL SHALL BE PRESSURE TREATED. PROVIDE ACCORDANCE WITH "THE MANUAL OF STANDARD AN APPROVED MOISTURE VAPOR BARRIER BETWEEN PRACTICE FOR REINFORCED CONCRETE THE CONCRETE OR OTHER CEMENTITOUS MATERIALS CONSTRUCTION" AS PUBLISHED BY THE CONCRETE AND THE WOOD AS REQUIRED PER APPLICABLE CODE. REINFORCING STEEL INSTITUTE U.N.O. 7. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO 28. DOWEL COLUMN AND WALL REINFORCING TO FOOTING THE BUILDER AND OWNER FOR APPROVAL. WITH SAME SIZE AND NUMBER OF DOWELS AS B. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION VERTICAL BARS ABOVE. OF ANY CABINETRY OR MILLWORK. 29. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO 9. ALL WORK BY ALL TRADES TO BE COMPLETED IN MAINTAIN A CLEAR, UNCONSTRUCTED CONT. CELL. ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED 30. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE ON THE DRAWINGS OR NOT. ALL CONTRACTORS, BOTTOM OF GROUTED CELLS AT EACH LIFT OVER SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER LICENSED AND INSURED AS REQUIRED BY LAW BEFORE CLEANING AND INSPECTION, AND BEFORE GROUTING. PERFORMING ANY WORK ON THE PROJECT. 31. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. 10. ALL AIR CONDITIONING REGISTERS AND GRILLS TO BE MIN. WHERE SPLICED AND SHALL BE WIRED MFR. PAINTED STANDARD WHITE. TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH 11. USE'J' BEAD OR METAL CORNER BEAD AT ALL LOCATIONS FACE LAB 30 BAR DIA. MIN. it WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 32. STRUCTURAL WOOD AND TIMBER FRAMING SHALL 12. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC. SO AS PUBLISHED BY THE AMERICAN INSTITUTE OF BUILDING IS CLEAN AND READY FOR OCCUPANCY. TIMBER CONSTRUCTION. 13. WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY 33. HEADERS FOR FRAMED OPENINGS GREATER THAN ACTUAL AND ROUGH OPENING DIMENSIONS IN FIELD 6-0" MUST BE ENGINEERED AND STAMPED BY THE BEFORE FRAMING OR FORMING OPENINGS. TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 14. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, 34. DIMENSION LUMBER FOR HEADERS AND COLUMNS INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A SHALL BE SOUTHERN PINE. NO. 2 OR BETTER. SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE 35. EGRESS WINDOWS SHALL BE OPERABLE FROM THE OWNER UPON COMPLETION OF THE CONSTRUCTION. INSIDE WITHOUT THE USE OF TOOLS. EGRESS 15. CONTRACTOR SHALL COORDINATE ALL THE WORK WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT OF ALL TRADES INVOLVED. LESS THAN 20" IN WIDTH AND 24" IN HEIGHT AND 5.0 SQ. FT. IN AREA MIN, THE BOTTOM OF THE 16. BUILDER SHALL VERIFY ALL DIMENSIONS AND OPENING SHALL NOT BE MORE THAN 44" ABOVE THE CONDITIONS AT JOBSITE PRIOR TO STARTING ANY C FLOOR. LATCH AT 54" A.F.F. MAX. WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL 36. ALL GYPSUM BOARD MATERIALS SHALL BE IN ACCORDANCE Al RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. WITH 2O14 FBC RESIDENTIAL R702.3. GYPSUM BOARD USED DO NOT SCALE DRAWINGS. ACTUAL DIMENSIONS AT HANGAR 1 HR. FIRE BARRIER WALL SHALL BE 5/8" TYPE'X' SUPERSEDE ANY GRAPHIC REPRESENTATION. BOTH SIDES OF WALL W/ STUDS AT 16" O.C., SEE PLANS AND WALL SECTIONS FOR DETAILS. 17. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, 37. AL BATH OM F ORS D BASES SHALL CONSIST CONDITIONS AT JOBSITES, & EXISITNG CONDITIONS ETC. OF APPROVED IMPERVIOUS MATERIALS. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF ANY WORK. 18. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 19. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. A. STEEL REINFORCEMENT PLACEMENT. B. PRE-ENGINEERED METAL BUILDING. C. DOORS. D. WINDOWS. E. HARDWARE. F. APPLIANCES. G. PLUMBING FIXTURES. H. ELECTRICAL FIXTURES & EQUIPMENT. I. HVAC EQUIPMENT. J. CABINETRY. K. FLOORING. GENERAL FINISH NOTES 1. HANGAR & CLOSET STORAGE SHELVING BY OWNER. 2. WOOD BASE SHALL BE 6" H., FINGER JOINT, PAINT GRADE PROFILE SELECTED BY OWNER. 3. WOOD DOOR CASINGS SHALL BE 3 1/2" WIDE, FINGER JOINT, PAINT GRADE, PROFILE SELECTED BY OWNER. 4. PAINTING BUDGET FIGURED WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX FINISH ON INTERIOR WALLS. S. EXTERIOR PAINTING FIGURED WITH ONE (1) MAIN COAT & ONE (1) ACCENT COLOR FOR FACIA AND BANDS. 6. INTERIOR TRIM FIGURED WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX SEMI -GLOSS PAINT. 7. NO WINDOW TREATMENTS INCLUDED. 8. NO WALLPAPER INCLUDED. 9. ROUNDED CORNER BEADS REAR ALL WALL OUTSIDE CORNERS. 10. CRACK SUPPRESSION MEMBRANE INCLUDED FOR ALL FLOOR TILE AREAS. 11. ALL CEILINGS SHALL RECEIVE'KNOCK-DOWN' TEXTURED FINISH. 12. ALL WALLS SHALL RECEIVE LIGHT'ORANGE PEEL' TEXTURED FINISH. PRE-ENGINEERED BUILDING NOTES: 1. PRE-ENGINEERED METAL BUILDING SHALL BE MANUFACTURED BY UNITED STRUCTURES OF AMERICA, INC. (USA), 1912 BUSCHONG DRIVE, HOUSTON, TEXAS 77039,1-281-442-8247. 2. METAL ROOF AND WALL PANELS SHALL BE SUPPLIED BY USA AND SHALL BE 26 GAUGE. ALL PANELS SHALL HAVE FLORIDA PRODUCT APPROVAL. REFER TO ELEVATION SHEET FOR PRODUCT APPROVAL NUMBERS. 3. THE METAL BUILDING SECONDARY STRUCTURAL SYSTEM SHALL BE DESIGNED TO SUPPORT THE MAXIMUM PANEL SPACING REQUIREMENTS AS SHOWN IN THE FLORIDA PRODUCT APPROVAL DOCUMENTS. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM WEATHERING: NEGLIGBLE TERMITE: VERY HEAVY FLAME -SPREAD & SMOKE -DEVELOPED INDEX ALLOWABLE INDEXES PER 2014 FBC R302.9 & R302.10, TESTED PER ASTM E84 & UL 723: INTERIOR WALL & CEILING FINISHES: FLAME -SPREAD INDEX: 5 200 SMOKE -DEVELOPED INDEX: 5 450 INSULATION: FLAME -SPREAD INDEX: s 25 SMOKE -DEVELOPED INDEX: 5 450 DESIGN CRITERIA 2014 FBC CHAPTER 16 ST. LUCIE COUNTY, FL V ult. WIND SPEED: 165 MPH EQUIV. BASIC WIND SPEED: 128 MPH RISK CATEGORY: 2 EXPOSURE: C MEAN HEIGHT: 19'-9" SLOPE: 3:12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 IMPORTANCE FACTOR: 1.00 BUILDING AREA S.F. BREAKDOWN HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. COVERED PORCH: 410 S.F. TOTAL GROSS AREA: 4,010 S.F. I 0 DS 0 5'-0" OVERHEAD DOORJAMBS: 8"X4"X10GA. 'C' CHANNELS, TYPICAL. 3 50'-0" (VERIFY EXACT OPENING REQ. W/ DOOR M 50' W. X 14' H. HYDRAULIC SINGLE -SWING HANGAR DOOR BY POWERLIFT HYDRAULIC DOORS REFER TO SHOP DRAWINGS & SUBMITTALS FOR DETAILS. HANGAR DOOR JAMBS/HEADER: PRE-ENGINEERED METAL BLDG. MFR. SHALL PROVIDE STRUCTURAL FRAMED OPENING TO ACCOMMODATE THE HANGAR DOOR. DOOR MFR. SHALL PROVIDE MIN. REQUIREMENTS, SHOP DRAWINGS, SUBMITTALS, & ENGINEERING FOR REVIEW/COORDINATION. METAL BLDG. MFR. SHALL INCLUDE WALL PANELS & TRIM FOR HANGAR DOOR. 5'-0" r." 0 N DS Zi 2 A-8 0 Nv oIE FUTURE 10' W. X 14. H. OVERHEAD DOOR, PROVIDE STD. GIRTS WITH BOLT -ON CLIPS & FULL HEIGHT WALL PANELS. 1 Q FIRE RATED BARRIER/WALL DS LINE OF 8" SKIRT SHALL EXTEND TO EXTERIOR 1 WALL ABOVE. OVERHEAD DOOR JAMBS: BUILDING LINE. B/ = 9'-6" 8" X 4" X 10 GA. PROVIDE SIGN OR LETTERING 4-9 'C' CHANNELS, TYPICAL. FOR FIRE RATED BARRIER PER q DS 2014 FBC 703.7. m N - 18'-6" ------ -� I 4" 18'-0" 2„ 8„ I 1-HR RATED 'v I Al HB OR LETTERING PROVIDE:RATED 0 PANTRY101 HANGAR FOR FIRE BARRIER PERDW 2014 FBC. RANGE MICRO. 1-HR RATED FIRE BARRIER I PER UL NO. U419. CONC. SLAB�I 9 3 1/2" (R-11) BATT. INSUL I o o o FULL HT., TYP. ALL STUD WALLS, i k THROUGHOUT LIVING AREA. PROVIDE 5/8" GYP. BD. CEILINGS THROUGHOUT LIVING AREA. o GREAT ROOM O 3 PROVIDE 4" H. SOLID Q = 108 I ` CONC. THRESHOLD PER 2014 FBC 412.5.1. v N I 2 8" 24'- 10" 15'-4" 4" 18'-0" 2" 8" I A-9 ' 4" T-6" 4" T-0" 4" 3' 10" 4" 6" T-0" ' 4„ 13'-8" i q N _ 0 E'-II I V N Q 60 MIN. t8o DS HS RATED DOOR. SO HEADER DS o COVERED 1-HR RATED PORCH 2X4 P.T. WD STUD _ Q3 I BEARING WALL. O HALL ELEC. 2X4 P.T. WD STUD I (SHOWN HATCHED). 0 m 8 HEADER 106 PANEL'B' o BEARING WALL. 1-HR RATED FIRE BARRIER n W C N (SHOWN HATCHED). A18 I PER UL NO. U419. 3Q " 411 2,-6„ 4"-90 PROVIDE SIGN OR LETTERING tBATHROOM FOR FIRE RATED BARRIER PER o I Q A 82014 FBC 703.7. io STEEL STAIRS SEE SHEET 90 A_6 A-1.1 FOR DETAILS W/D ' LAUNDRY "' T-8 1/2" 13'-1 1/2" 4' 0" - 109 4 T-0" 4' o BEDROOM - A 5 107 o Ir - 01� O 2X4 P.T. WD STUD 0 rTTT - SET F116'01 BEARING WALL. CONC.SLAB�I o 05 (SHOWNHATCHED). 6 I I I I 4"T-2" -0" 4" 18'-0" 2" 8" I 1 SH 104 L- - DS L L 1== Ds o m o Hi 00 WH (TANKLESS) HB zo ELEC. ELEC. PANEL 'A' METER k 1 1 LINE OF 8" SKIRT 9L v A 7 A-9 WALL ABOVE. B/ 9'-6" Qt 1 = FIRE RATED BARRIER/WALL WELL PUMP SHALL EXTEND TO EXTERIOR A-6 BUILDING LINE. WATER TREATMENT SYSTEM, CONFIRM 10'-0" 18'-0" W/ OWNER. 20'-0" 20'-0" 20'-0" B C 60'-C" 10'-0" OPEN LEAN-TO 0 FLOOR PLAN SCALE.- 1/4" = 1'-0" C E REVISIONS No: DATE COMMENTS 1Q 05-17-17 PERMIT REV. I f 3Q 03-06-18 MISC. REV. ac � LL a 0 O�ac Qo0N L&IZ � -0 0 Q W %x z�u _ Q W cc 0 cc Lai �w q:XV ci Lij � Z�Zo 0 c 0 LAJ � cc u cc =0 p Q uz Ora �0 O Q 0 c R �I �\ 0 W m O J J I W 11, 00 W 0000 N I ado LF 111 c N LI (j } 0 N » i O Z 0 Q W H � Q i m0 m ro a > .2 � 0 00 wU Z o� • U Co Cocu W w Of ' L v � m � uJ N �I U Q - .... O Q \w Lu O LL 0 N p :oo Z/Q Lu a � 0 w -: w a W d',pr ri' Y' -,6a '.1 rss - :° T ,-27-17 h e u r Z 0 L, 10,-01, T/ 2nd FLOOR T/ STAIR LANDIP 1-1/2" O.D.STE CONTINUOUSI ALONG ENTIRE 1-1/2" O.D. VEI SUPPORTS @ f PROVIDE EQU/ MIN 3/8" O.D. INTERMEDIATE (MAX. 4" CLEAT CLOSED RISER: C8X11.5 CHAN STEEL STRINGE STEEL TREAD P TREADS/RISER' 4" X 4" X 5/16" STEEL COLUMf 8"X8"X3/4"1 OFFSET BASE F 0' 00„ �' CONG SLAB FOR APPROVAL. v 10'-0" _ T/ 2nd FLOOR T/ STAIR LANDING 0. 01. CONC. SLAB x I x STAIR SECTION 2 STAIR SECTION SCALE. 314" = Y-P A-1.1 4" X 4" X 5/16" TH. STEEL COLUMN. 8" X 8" X 3/4" TH. OFFSET BASE PLATE. (3) 3/4"0 CHEM. ANCHORS DRILL & EPDXY SET, MIN. 3" EMBEDMENT. TREADS @ 10 1/2" EA. = 13'-1 1/2" STAIR DIMENSIONS: 1 (15) TREADS @ 10.5" EA. = 13'-1 1/2" 11 (16) RISERS @ 7.5" EA. = 10,-0" STAIR LOAD REQUIREMENTS: STAIRS & LANDING: LIVE LOAD = 100 PSF HANDRAILS &GUARDS: LINEAR LOAD OF 50 PLF CONCETRATED LOAD OF 200 LBS. MIN 3/8" O.D. STEEL ROD INTERMEDIATE RAILS. (MAX. 4" CLEAR SPACING). 1-1/2" O.D. VERTICAL SUPPORTS @ 6'-0" O.C. MAX. PROVIDE EQUAL SPACING. 1-1/2" O.D. STEEL HANDRAIL CONTINUOUSLY GRASPABLE ALONG ENTIRE LENGTH. C8X11.5 CHANNEL — STEEL STRINGERS STEEL TREAD PLATE TREADS/RISERS, CLOSED RISERS TYP. 4" X 4" X 5/16" TH. STEEL COLUMN. 8" X 8" X 3/4" TH. OFFSET BASE PLATE. a x�— x—� � a x 4 x a x x x x x xx ax —+— x x x xxx xx xx 4 %—x 4 � (3) 3/4"0 CHEM. ANCHORS STAIR & RAILING PACKGE DRILL &EPDXY SET FOR PROVIDE SHOP DRAWIANGS (1) 5/8"0 EXPAN. ANCHORS MIN. 3" EMBEDMENT AT MIN. 3" EMBEDMEN FOR APPROVAL. BOTTOMTOM EACH STRINGER. 1-HR RATED 1-HR RATED FIRE BARRIER —N PER UL NO. U419. PROVIDE SIGN OR LETTERING 4" ^ FUTURE 2" CHASE WALL FOR FIRE RATED BARRIER PER 2014 FBC 703.7. N — � FUTURE 4" CHASE WALL / — SECOND FLOOR BUILD -OUT = m UNDER FUTURE SEPARATE n PERMIT. PROVIDE ROUGH IN o _ OF SANITARY & VENTING/ 7'-8 1/2" (15) TREADS @ 10 1/2" EA. = 13'-1 1/2" 4'-0" ROOF PENETRATIONS AS— (16) RISERS @ 7 1/2" EA. = 10'-0" ` REQUIRED IN THIS PHASE. CAP ALL PIPES AS REQ'D. 60 MIN. f RATED DOOR. STORAGE/MECHANICAL AREA = N _ Q 10 - 1D 2 O m m A-1.1— m m IT N V - N 1 A-1.1 I I 20'-0" 20--0" 20'-0" B 60'-o° C A 2nd FLOOR STORAGE AREA & STAIR PLAN SCALE. 1/4" = V-0" W Lu REVISIONS: < No: DATE COMMENTS O 33 03-06-18 MISC. REV. 0 U Z_ LLl IY D F U w F I U Q Q W F x Qw a 0 cc O C 00 N ~ �0 Q W aC M V OQQ Z V QD oc o u w X LL �03 N Z @)LI Q �`w w u W ~ Z0 Qc p0� ccQ V� a ti OLL \ z p VZ = Ora Q. O `i• �C ? 0 Li a x 00 0 Z W fD O J J I w O oo Ir Iq00W SCALE. 314" = Y-0" 00 N I Ln 00 p N # w F c Ln au U u a CS 0 p1l U ` 0 0 Z � Q 0 Q w Q m0 m �a O >�� O O w_ U U � _ Z • _m M W L.L m ' 7 via U w N j I U Q W �O w 0 O 9100} M <J F � w a w 0 , M LL rpJj � A a m I, r By rss ' 03-06-18 Se � °m"er' Z ° A-1.1 I THIS ENTIRE SHEET ISSUED 0 AS A PART OF REVISION #3. " — F ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLG. HT. REMARKS w w w w U Z Q � w m ZO O Z Z p - Z o Z 0 z o gLu Q O Ll _ ❑ DO w p DO w = = m 0 CL - O � = ul } 0 a:w Z n Z Z ul w 101 HANGAR • • 1 q - 1 N/A 102 WATER CLOSET 1 2 2 1 2 2 • 1 9'-0" 103 MASTER BATHROOM 1 2 2 1 2 2 • 9'-0" 104 SHOWER • • 1 3 3 1 3 3 • 9'-0" CEMENT BOARD @ SHOWER 105 CLOSET • • 1 1 1 1 1 • 9'-0" 106 HALL • • 1 1 1 1 • 9'-0" 107 BEDROOM • • 1 1 1 1 • 9'-0" 108 GREAT ROOM • • 1 1 1 1 • 12'-0" 3 109 LAUNDRY • • 1 1 1 • 9'-0" _4 Li -T-Ft- DOOR SCHEDULE ROOM NAME SIZE HARDWARE REMARKS W oc x a a Lu to O 00 m Y 0 Ln O ua p � Q W H W i ~ _ O W \ V) J cZ L c g 2 Y Y Q Q W Lu O 0 = w ZQ O O u H O N -V)WZO v 2w w> m O 00 2 a a0O U a m 2 Y v w g J FO Fl_ LL 1 HANGAR 101 B HIM 3° 70 1-3/4' • • • • • 1 HMI 2 WATER CLOSET 102 E MA 24 80 1-3/8" • • WD POCKET DOOR 3 SHOWER 104 GL SHOWER DOOR (SAFETY GLASS) 4 BATHROOM 103 D MA 28 8° 1-3/8" • 5 HALL 106 C MDF 3° 8° 1-3/4" • • • • • • 60 WD 60 MIN. RATED DOOR 1 6 BEDROOM 107 D MA 2° 8° 1-3/8"1 1 • 7 BEDROOM 107 A VI 6° 8° 1-3/4" • • • • • • VI 8 GREAT ROOM108 A VI 6° 80 1-3/4" • • • • • • VI 9 LAUNDRY 109 F MA 3° 8° 1-3/8" • BI-FOLD DOOR 10 2nd FLOOR STORAGE C MDF 3° 80 1-3/4" • • • • • • 60 WD 60 MIN. RATED DOOR 3 DOOR MATERIAL LEGEND HIM = HOLLOW METAL STL = STEEL AL = ALUMINUM FI = FIBERGLASS VI = VINYL/PVC WD = WOOD MA = MASONITE GL = GLASS WOOD OR METAL CEILING JOIST. SEE FRAMING PLAN. SEE SC_HER IV CEILING HT. FORJOISTS RUNNING PARALLELTO WALLS, PROVIDE MTL. STUDS LATERAL WOOD CEILING JOISTS BRACES @ 24" O.C. BETWEEN SEE FRAMING PLAN. JOISTS FOR TOP WALL SUPPORT. 6" (R-19) BATT INSUL. TYP THROUGHOUT CEILING S/8" DRYWALL, PAINTED 'KNOCK -DOWN' FINISH, TYP. 25 GA. TOP TRACK 3-5/8" MTL. STUDS 16" O.C., 25 GA. 5/8" GYP. BD. BOTH SIDES, LIGHT ORANGE PEEL TEXT. PAINTED, TYP. SEE FINISH SCHEDULE SEE SCHEDULE Y CEILING HEIGHT SIMPSON "HE" STUD TIE OR EQUAL. 10'-01, T/JOISTS 9'-" 0 T/ WALL 6" (R-19) BATT INSUL TYP. �SSE_E PLAN THROUGHOUT CEILING HEADER 5/8" DRYWALL, PAINTED KNOCK -DOWN' FINISH, TYP. DOUBLE 2X4 TOP PLATE 2X4 WOOD STUDS @ 16" O.C. 5/8' GYP. BD. BOTH SIDES, LIGHT ORANGE PEEL TEXT. PAINTED, TYP. 202 WD RAFTERS/JOIST @ 16" O.C. �10'-01, T/JOISTS SEE CEILING FRAMING PLAN FOR TYP. ANCHORS 9._0.. /WALL DBL. 2X4 WD. TOP PLATE SIMPSON "HE" STUD TIE OR EQUAL AT EACH STUD. (2) 2X8 WD HEADER W/ 1/2" PLYWOOD SANDWICH. GLUED & NAILED. SIMPSON LSTA15 STRAP, TYP. AT EA. STUD TO HEADER. w F — SEE CEILING FRAMING PLAN FOR TYP. ANCHORS REVISIONS: — 2x12 WD RAFTERS/JOIST N0: DATE COMMENTS @ 16" O.C. 1� 05-17-17 PERMIT REV. Il — SIMPSON LSTA15 STRAP, TYP. 03-06-18 MISC. REV. 0 AT EA. SIDE OF BEAM TO STUD. U - (2) 2X12 WD BEAM W/ z 1/2" PLYWOOD SANDWICH, W GLUED & NAILED. tY - DBL. 2X4 WD. TOP PLATE F U — SIMPSON LSTA15 STRAP, TYP. W )- AT EA. STUD TO BEAM. I — SIMPSON "HE" STUD TIE U OR EQUAL AT EACH STUD. Q Q w F —NOTE THIS WALL RUNS K 2X4 P,T. BOT. PLATE FASTEN SEE FINISH SCHEDULE �:'� PROVIDE R-11 3-1/2" W/ 5/8"O EXP. ANCHORS Y PROVIDE R-11 3-1/2" 4 112" SEE PLAN 41/2" 2 X 4 WOOD STUDS PERPENDICULART0OPPOSITE W BATT INS. ALL WALLS W/ 3" X 1/4" WASHERS @ 16" O.C. 41/2" SEE PLAN 3 1/2" BEARING WALL AND BEAM. Z BATT INS ALL WALLS (FV WIDTH REQ'D) �- F.V. WIDTH REQ D.) _0 FULL HEIGHT. @ 24" O.C. (6" MAX. END). FULL HEIGHT. (2) 2 X 4 STUDS (3) 2 X 4 STUDS A MIN. 6" EMBED. INTO CONC.EACH JAMB/SIDE. EACH JAMB/SIDE. 25 GA. BOTTOM TRACK 1 \ H - O � � N SIMPSON "H8"STUD TIE SIMPSON H8 STUD TIE BASE PER FINISH SCHEDULE. OR EQUAL, AT EA, STUD. BASE PER FINISH SCHEDULE. OR EQUAL AT EACH STUD. OR EQUAPSONL "HB" STUD TIE y -� ,� FLOOR PER FINISH SCHEDULE. , n,-n„ FLOOR PER FINISH SCHEDULE. OR EQUAL AT EACH STUD. (1 FIN. LOOR FIN. LOOR 4A4r.i.oui.rLHit 2X4P.T.BOT.PLATE V FFM F TYP. INTERIOR NON -BEARING TYP. INTERIOR BEARING" 4iFIFL00R °N:F`°oR 0 `Ql Q 1 METAL STUD WALL SECTION r7WOOD STUD WALL SECTION 3 INT. BEARING WALL OPENING ELEVATION/DETAIL 4 CEILING FRAMING BEAM ELEVATION/DETAIL Z IN V waft � A-5 SCALE. I = 1'-0" A_5 SCALE.- 1" = 1'-0" A-5 SCALE: 3/4" = 7'-0" A-5 SCALE.- 3/4" Y-0" LQ 0 = I NON BEARING WALL ABOVE 1U-0" Q 1 cc C)CONT. DRYWALL 3-5/8" X 20 GA. MTL. STUDS @ v 16" O.C. W/ 5/8" TYPE'X DRYWALL ,w v / L F 2X12 WOOD RAFTERS BOTH SIDES. qI ` \W @ 16" O.C., SEE PLAN LAJ 10'-01, 3� r , 1 U T FOR LAYOUT. y �YY T/ DBL. TOP PLATE CONT. DRYWALL U BEARING WALL BELOW 10'-0" 1 LQ 0 , O `� 91 _0 2X4 WOOD STUDS @ 16" O.C., 2X8 20 GA. MTL. 2X8 20 GA. MTL. CHANNEL DOUBLE TOP PLATE W/ FRAMING @ 16" O.C. CONT. AROUND PERIMETER B/JOIST Q O 5/8" TYPE'X DRYWALL, BOTH SIDES. FASTEN THRU DRYWALL W/ WI 5/8" DRYWALL CEILING, TYP. (2) SCREWS AT EA. VERT. STUD, t w RI U NON -BEARING WALL FULL HEIGHT v / RAFTERSIMPSONT RIMJ I HANGER AT EACH FASTEN RIM JOIST TO BEARING WALL THRU �� 1 Z'-0" 3-5/8" X 20 GA. MTL STUDS @ W O W RAFTER TO RIM JOIST CONNECTION W/ TYPE'X' DRYWALL TO TOP PLATE/STUDS W/ B/JOIST O (8) 10d NAILS TO RIM JOIST & 16" O.C. W/ 5/8" TYPE'X' DRYWALL (4) 10d NAILS TO CEILING RAFTER @SDS SCREW 1 DS X SCREWS 1 4` DBL TOP PLATE BOTH SIDES. PROVIDE SIGNOR LETTERING O @ 8" O.C. & (2) SDS SCREWS 1/4"0 X 4-1/2" AT FOR FIRE RATED BARRIER PER V TYP. AT 2X12 FRAMED AREAS. EACH STUD. 5/8" DRYWALL CEILING, TYP. 2014 FBC 703.7. , w EI MIN D wommi 3-5/8" MTL. STUD v, O J a B CEILING FRAMING DETAIL 9 C LING FRA G ETAIL WALL W/ 5/8" TYPE'X' — —� O • � � O A-5 SCALE: 3/4" = V-0" A_5 TYPICAL NORTH AND SOUTH ENDS. SCALE: 3/4" = 1'-0" DRYWALL, FULL HEIGHT. Q. � 0 15'-4" 18'-6" 8„ SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE Z w 1-HR RATED tt�ww V) vlD J W u I I w I w ❑ ❑ W W _ _ w w w w I L---- Cop o Z III I WALL TO EXTEND TO Li r 6 METAL WALL PANEL. O w PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER = W 2014 FBC 703.7. _ v 3-5/8" MTL. STUD 3 V' 00 00 00 W (10 c� WALL W/ 5/8" TYPE'X' I H v DRYWALL, FULL HEIGHT. 3-5/8 25 GA. MTL. HORIZ. Q Ln ❑ BRIDIGING @ 1/3 POINTS. W/ 3-5/8 25 GA. MTL. VERT. a7 co Lu I - (}� SUPPORT BRACING TO L 2 SIMPSON "LUS210" HANGER AT EACH Q3 x ;, STRUCT. ABOVE @ 1/3 POINTS. c U RAFTER TO RIM JOIST CONNECTION W/ y .I- a (8) 10d NAILS TO RIM JOIST & I — I o J (4) 10d NAILS TO CEILING RAFTER A=5 I N d TYP. AT 2X12 FRAMED AREAS. r 0 71 �s EXTERIOR DOUBLE FRENCH DOOR EXTERIOR HOLLOW METAL, FLUSH INTERIOR MDF HOLLOW CORE MASONITE HOLLOW CORE MASONITE HOLLOW CORE MASONITE FASTEN RIM JOIST TO BEARING WALL THRU CEILING HEIGHT = 12'-0" A.F.F. ' U VINYL, IMPACT -RATED IMPACT -RATED PRE-HUNG/SWING, FLUSH, PRE-HUNG/SWING, FLUSH, POCKET DOOR/FRAME, FLUSH, BI-FOLD DOOR TYPE'X' DRYWALL TO TOP PLATE/STUDS W/_ / \\t y A B C D E p @ 8" O.C. & (2) SIDE SCREWS 1/4"0 X 4=1/2" AT ArS �%i sy I — - — - — — - (2) 2x8 LAM. WD ®3 N.O.A. # 16-0126.04 N.O.A. # 14-0513.03 SELF -CLOSING, 60-MIN FIRE-RATEDQWOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE i) SDS SCREW 1/4"0 X 4-1/2" TO DBL. TOP PLATE 3 3 HEADER/OPENING _ 0 1 � � � IN BEARING WALL Lu EACH STUD, SEE DETAIL3/A-5 _ I - O Q TYP. OF (4)BRI3-5/8 25 GA. MTL. HORIZ. DOOR TYPES 1-HR RATED I W/D3I5/8 2 GA. MTLLI VERT. Q N.T.S. r' - SUPPORT BRACING TO DOOR MFR. TO SUBMIT SHOP- DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. EXTERIRR 6 STD. METAL BLDG. TRIM 1" MASTIC 1" MASTIC METAL WALL PANEI-. INTERIOR � 0 1 1 MIN. THRESHOLD SETTT_ ED ANCCHH OR IN SEALANT, TYP. EMBED. TYP. CAULK JOINT 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. 2X6 P.T. WD. BACKER INSIDE MTL. BLDG. 'CCHANNEL. THRU-BOLT TO CHANNEL W/ 3/8"0 CARRIAGE BOLTS @ 8" O.C., STAGGERED. _= (R 7.0) FI FOIL VR PLUS SHIELD WOOD RETURNS &CASINGS, REFLECTIVE INSULATION. TYP. AROUND PERIMETER. CONFIRM MATERIAL & PROFILES W/ OWNER. 5/8" DRYWALL ON 1-5/8 MTL. STUDS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE. TYP. IMPACT -RATED FRENCH DOOR, CONFIRM NOT SHOWN, PROVIDE WOOD ALL DETAILS & REQUIREMENTS W/ DOOR MFR, NAILERS AROUND PEFOMETER, 5 EXTERIOR DOOR JAMB VERIFY REQ'S. W/ OWNER. A_5 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = Y-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. DOOR MFR. TO SUBMIT SHOP - DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP.-\ I EXTERIOR INTERIOR STD. METAL BLDG. TRIM 1" MASTIC 1" MASTIC METAL WALL PANEL. THRESHOLD SET— — IN SEALANT, TYP. CAULK JOINT GIRTS PER MTL. BLDG. MFR. 1/4" MAX. SHIMS, VERIFY g" CEE CHANNEL, TYP. @ W/ PRODUCT APPROVAL. PERIMETER, MIN. 12 GA. TYP. IMPACT -RATED HOLLOW MTL. DOOR, CONFIRM ALL DETAILS & REQUIREMENTS W/ DOOR MFR. 6 EXTERIOR HOLLOW METAL DOORJAMB A_5 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = 1'-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. WOOD CASINGS, TYP. CONFIRM MATERIAL & CAULK PROFILES W/ OWNER. SHIMS 5/8" GYP. BD. BOTH SIDES, PAINTED. PRE -HUNG - WOOD JAM ` LLAM6161934I CAULK-` 3-5/8' X 25 GA. METAL OR DOOR R.O. 2X4 WD STUDS @ 16" O.C. VERIFY W/ MFR. 2 X 4 WOOD BLOCKING PROVIDE 5" DOOR RETURNS WHERE POSSIBLE TYP., 4" MIN. REQUIRED. `� INTERIOR DOOR JAMB A-5 SCALE: 3" = i 2X4 WD STUD BEARING WALL TO 10 -0 3-5/8" MTL. STUD WALL FULL HEIGHT, ABOVE DECK. (2) 2x12 LAM. WD BEAM FLUSH W/JOIST, TO SPAN BEARING WALLS p SEE DETAIL 4/A-5, TYP. (1). 2X12 BRIDGING, STAGGERED. 2X12 WOOD RAFTERS @ 16" O.C. PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER 2014 FBC 703.7. WALL TO EXTEND TO METAL WALL PANEL. SIMPSON "HGA10" TIE AT CONNECTION - RIM JOIST TO TOP PLATE AT 32" O.C. W/ (4) SIDS SCREWS 1/4"0 X 1-112" TO JOIST & (4) SDS SCREWS 1/4"0 X 3" TO DBL. TOP PLATE TYP. AT PERIMETER OF 2X12 FRAMED AREA. II x_ . — I7 ^ — �D STUD — 2X4 BEARING I I WAL S TO 9' O II I I I I 4 LL - -I .LI xx1, jx M. L. I J r I. I I II I II II I i.l �..L. I I. 1 7-7 ixi, .i.-i..il 2X4 WD STUD BEARING J WALL BELOW. FRAMING SHALL AVOID STEEL COLUMNS, TYP. (3) LOCATIONS. CEILING FRAMING PLAN 1 14'-2" 3/4" PLYWOOD DECK (HATCHED AREA). I n SCALE., 1/4" = Y-0" oQ STRUCT. ABOVE @ 1/3 POINTS. m L m �a 2X8 20 GA. MTL. j a FRAMING @ 16" O.C. O p o t Z u ��- r6 W I m a78 ' N m U W CEILING HEIGHT = 9'-0" A.F.F. r V F �u Q O Q 2X12 WOOD RAFTERS / w @ 16" O.C. l R w F Q n ow 0 N O 20 w co 0 LL a ,•' Lj_ N 'r, IN _ a wn rss m IV)te: 01-27-17 • A In v x S N r Z A-5 0 23'-6" _ DGE 16'-0" TO 23'-6" RAKE VARIES 10' T/ CEILING JO CIE ILING 4 FINISH FLOOF 1 01 III — — — — — — — --— ———--— -------------------------------- =___=_____________________-- -_________________________________ 4 I 23'-6" ----- - - - - -- RIDGE _________________________________________ ------ - - Ti - -. -- - - - - - -- - - -- - — I I I I I ST I I I LL 15 12'-0" -Ymv IN I I I I I I I CEILINI I I I I I — — MT I I I � \ 71 \7I xT-x=xsx—.x max,—x—x—x—x—x�—z^z—x�z>—x—x—x—x �z�-x-� —x=x— •x.—rx=x—x-.= xz =x'�--��x•:-x�-�- z x x ----Wiz,-',r—x—k�x x;= x"-,-9t�=x—z '>t—�x=�x�x— L A-7 BUILDING SECTION - LOOKING NORTH 16'-0" TO 23_'-6" RAKE VARIES Y 14'-1 1/_2_"�� L. BLDG. DOOR HEADER _ -0'4' DW POINT OF HANGA� Wei SCALE. 318" = 1'-0" 2 A-8 LOW E0E 1_- T/ 2nd FLOOR DECK 1 - - 9_'-_4�" � CEILING 3/8„ = 1,_0„ 0 Lu REVISIONS: No: DATE COMMENTS 0 Al 05-17-17 PERMIT REV. L Q3 03-06-18 MISC. REV. 0 u w F u W I c� G W F LL Wftft O aC DO N Lift 0 Q W QMD 0 ce; v) CAL z W Q Qyw ZLij �, �~u �u o p� o LnpcQ°LQ � p Q0;o U0 � � 0 Ja a, �0 o4CQ?0 � W aC6 vQi 0 0) z W m O J J .I I W O 00 "t CO W 00 N I 0 n `k W W � Ln lD I v } a i „: 0 4u /... L U1 L O Q Li Q -r,".rean L r M O �o a 00 L L L.L.0 Z_ • U _� �w LL m ' D v m U W I� Lnyn I- 7 u Q f� O a,.,...0 LL N 0 > ZZaw 0 Y LL W Nur} her F p " wn By: rss 01-27-17 � -Sheet Numk ¢r Z A-6 ul J1 � 23'-6" — - RIDGE � ------------------ - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ` �— �r------------------------------------— --------- — — —Ir-------- SHEETING ANGLE 26 GA. MTL. 'PBR' ROOF STANDARD RAKE TRIM PANEL ON ROOF PURLINS. JL II r � 16'_0" TO 23'-F;" II r II DRYWALL MUST BE PUSHED TIGHT AGAINST INSULATION/METAL ROO _V—RAKRIE EVAS-- -- -- fi — — VK Ilo v CLOSURE, TYP. Q NOTCH DRYWALL TIGHT 8" STEEL ROOF PURLINS AROUND PURLINS & FIRE CAULK RAFTER G• AS REQ'D. TYP. BOTH SIDES. PER MILL PER MTL. BLDG. MFR. SHOP DWGS. FOR SPACING) PROVIDE UL LISTED 1-HR. FIRE 4" (R-13) WHITE VINYL -FACED SEALANT TYP. ALL PENETRATIONS VRR PLUS INSULATION. TYP. AT SEALANT SPEC: 3M FIRE BARRIER ROOF & EXTERIOR WALLS. SEALANT CP 25 WB+. 20 GA. TOP TRACK MAINFRAME RAFTER FASTN\ PURLINS HIL IEX-SOANCHO SW/ PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER 2014 FBC 7037, \ 4" (R-13) WHITE VINYL -FACED VRR PLUS INSULATION. TYP. AT 1-HOUR RATING MIN. ROOF &EXTERIOR WALLS. CEILING AREA PER UL NO. U419.OPEN 3-5/8" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE 'X' DRYWALL, \ 3-5/8 25 GA. MTL. VERT. BOTH SIDES, PAINTED. SUPPORT BRACING TO CONFIRM FINISH/TEXTURE STRUCT. ABOVE @ 1/3 POINTS. W/ OWNER, TYP. ENDWALL COLUMN, 3-5/8 25 GA. MTL. HORIZ. BYPASS CONDITION. BRIDIGING @ 1/3 POINTS. 3 12' 0" ILI" 22L 2LLI �' CEILING HT. 25 GA. TOP TRACK 2X8 20 GA. MTL. FRAMING @ 16" O.C. A SEE CEILING FRAMINGPLAN \ N 3-5/8" X 25 GA. MTL. STUDS FOR AND DET @ 16" O.C. 3/4" T&G PLYWOOD DECK, 5/8" GYP. ED. THIS SIDE ONLY, 6" (R-19) BATT. INSUL. TYP. AT ALL CEILINGS. SEE CEILING FRAMING PLAN LIGHT ORANGE PEEL TEXT, FOR LOCATIONS. PAINTED; TYP. 5/8" DRYWALL CEILING, TYP. CONFIRM FINISH/TEXTURE 25 GA. BOTTOM TRACK W/ OWNER, TYP. 9'-0-" _ `I B/JOIST CEILING 2X12 WOOD RAFTERS @ 16" O.C. DOUBLE 2X4 TOP PLATE DOUBLE 2X4 TOP PLATE SEE CEILING FRAMING PLAN DOUBLE 2X4 TOP PLATE FOR LAYOUT AND DETAILS. 8 0 Q 6" (R-19) BATT. INSUL. — TYP. AT ALL CEILINGS. HEADER \ DOUBLE 2X8 WD HEADER, 5/8" DRYWALL CEILING, TYP. SEE DETAIL 3/A-5. 1>1 CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 0 N RATING MIN. WOOD BEARING WALL: WOOD BEARING WALL: FRAMED OPENING. PER UL PER UL NO. U419. 5/8" DRYWALL, PAINTED ON 5/8" DRYWALL BOTH SIDES, PAINTED 2X4 WOOD STUDS @ 16" O.C. W/ (R-11) 3-1/2" BATT INSUL. ° MASTER BEDROOM ON 2X4 WOOD STUDS @ 16" O.C. W/ (R-11) 3-1/2" BATT INSUL. HALL GREAT ROOM 26 GA. MTL.'PBR' WALL \ HANGAR PANEL ON WALL GIRTS. CONFIRM FINISH/TEXTURE CONFIRM FINISH/TEXTURE 3 1/2" R-11 BATT. INSUL. W/ OWNER, TYP. W/ OWNER, TYP. FULL HEIGHT, PER PLANS. 8" STEEL WALL GIRTS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 5/8" TYPE 'X' DRYWALL, 4" (R-13) WHITE VINYL -FACED BOTH SIDES, PAINTED. VRR PLUS INSULATION. TYP, AT CONFIRM FINISH/TEXTURE ALL EXT. METAL BLDG. WALLS. W/ OWNER, TYP. 2X4 P.T. BOT. PLATE FASTEN SEE FINISH SCHEDULES 2X4 P.T. BOT. PLATE FASTEN W/ 54;0 EXP. ANCHORS FOR FLOORING TYP. W/ 5/8" 0 EXP. ANCHORS W/ 3" X 1/4" WASHERS W/ 3' X 1/4" WASHERS 20 GA, BOTTOM TRACK @ 24' O.C. (6" MAX. END). 4" CONCRETE SLAB W/ @ 24" O.C. (6' MAX. END). FASTEN TO CONCRETE W/ MIN. 6" EMBED. INTO CONC, 6X6 W2.1 X W2.1 WMM MIN. 6" EMBED. INTO CONC. HILT] 'X-U'ANCHORS. STANDARD BASE ANGLE & BASE TRIM. i SEE FINISH SCHEDULES L FLAT SHEET REINF,R SEE FINISH SCHEDULES SEE FINISH SCHEDULES TE SLAB 6FLAT" COCOSHEET FOR BASE TYP. FOR BASE TYP. _ FOR BASE TYP. "v 6X6O 1 WE , 7�=x—°x FINISH FLOOR a >6—z.—z=z°°—z�x z°—z—x—:—z—x—z� a �Pz—�z—x—z—x— ° x—a`—Rix—rx—x—x—x—x�x—r a. m x—x—k—+x—�x—x—x ic—x--x—x—x=x°�x—�,�x—x x�x—x'—x=x—x--`=x.�x° X'—x °x a <j�------- -----------------------\\ a a—\\ — — — — -----------�, �_�'"" � GRADE 7 \�' " 000/ %---------------------------------------------- zFz zx -e= / SEE FOOTING SCHEDULE FOR / SIZE & REINFORCEMENT. SECTION - LOOKING NORTH SEE FOOTING SCHEDULE FOR \ — -e— — SIZE & REINFORCEMENT. H 0 W REVISIONS: No: DATE COMMENTS 0 1Q 05-17-17 PERMIT REV. A3 03-06-18 MISC. REV. 0 U Z W F U W F I U F-W 0 15 LL a Z 0 cr O�QaoN 4� z �.0 Q W aC M O 47 �0 OC O � 4, Lai T` W W 0 o Qc o W �uac cc =0 V� 0�0 Q ?o W a CIS L 0 L W 1� 0] O J J ftmi Q N W O 00 � tt a0 W co NI " 7C3 Q� Ln F Q Ln 0 co Lu N cuL_ a 0 'J110 U 0 Z � I Q rn ma O >72� `00 �LLV N Z • U _� W LL m CL 1 C N il.m U W r. V F �:U V/ ti, a - bT 0 1Mi N Opp !p\ N 7Q w M a ' w LL 0 r W )Nu 2 wn rss F e: 01-27-17 jShlWN&tffr Z A-7 0 SCALE. 314" = V-0" A 11 20 GA, TOP TRACK TYP. PURLINS � i A gppt,o �Rl/Av MT< qq BCOG s/V c10 7i0)o STEEL ROOF PURLINS (SEE METAL BUILDING SHOP DWGS. FOR SPACING) 3 26 GA. MTL.'PBR' ROOF PANEL ON ROOF PURLINS 20 GA. TOP TRACK FIRE CAULK ALL JOINTS & \F�M101VOIDS, LESS THAN 1/2". - am SEALANT SPEC: 3M FIRE BARRIER SEALANT CP 25 WB+. �« PUSH GYP. BD. TIGHT < �\ AGAINST INSULATION. BUILDING INSULATION. IMPORTANT NOTE: ENLARGED VIEW OF DRYWALL NOTCHING AND ASSEMBLY DRYWALL MUST BE FITTED NOTCH DRYWALL AROUND : _/ 11 NOTE: TIGHTLY UP AGAINST METAL GYPSUM BOARD NOTCHED PURLINS AS REQUIRED. ROOF. PROVIDE MIN. 1 HR. FIRE \ IN THE EVENT THERE ARE TWO BRACES CLOSE TO FIT AROUND BRACING. 3-5/8" X 20 GA. MTL. STUDS SEALANT/CAULKING AROUND ALL TOGETHER, CUT DRYWALL AS CLOSELY AS POSSIBLE I. 20 D GALV. MTL. THEN USE FIRE RATED SEALANT (INDICATED ABOVE) B CI O.C. PROVIDE POINTS. _ MTL. BLDG. PURLINS PENETRATIONS STUDS @ 16" O.C. FOR OPENINGS LESS THAN 1/2" OR, FOR LARGER BRACING @MID POINTS SEAL DRYWALL @ FIRE WALL. JOINTS/OPENINGS USE FIRE RESISTIVE JOINT SYSTEM (1) LAYER 5/8" GYP. SEALANT SPEC: 3M FIRE BARRIER CONFORMING TO UL-2079. BOARD, TYPE'FRX OR SHX', SEALANT CP 25 WB+. 3-5/8" X 20 GA. NOTE: BOTH SIDES, PAINTED, FIRE TAPED MTL STUD BRACING UNRATED WALLS SIMILAR, EXCEPT FIRE SAFING AS REQUIRED @ 1-HOUR FIRE WALL 1-HOUR FIREWALL @ 4'-0" O.C. OR AS IS NOT REQUIRED, ALL JOINTS & VOIDS TO BE LOCATIONS PER UL NO. U419. UL U419 NEEDED. CAULKED W/ STD. MATERIALS. 1 TYP. PURLINS 1-HOUR INTERIOR WALL SECTION ISOMETRIC @ WALL INTERSECTION W/ BRACING - 1 HR RATING 5 TOP OF WALL PERPENDICULAR TO PURLINS N.T.S. A_9 N.T.S. A SEE FOUL SIZES & L_.... ...,....,. LEAN-TO CANOPY END SECTION ETING ANGLE NDARD RAKE TRIM -6" TO 14'-0-0" RAKE VARIES r IA. MTL.'PBR' WALL EL ON WALL GIRTS. 9'-6" NNE_ /E_ SK R WALL PANEL J-TO COLUMN, NSS CONDITION. -0'-55"" BASE PLATE r GRADE _. PER MTL. BLDG. SHOP DWGS. SCALE.314" V-0" EAVESTRUT 1 V-6: - — L/ EAVE STANDARD GUTTER DOWNSPOUT 26 GA. MTL. 'PBR'WALL- PANEL ON WALL GIRTS. B�ANNEL / SKIRT B/ WALL PANEL LEAN-TO COLUMN, - BYPASS CONDITION. 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR EXACT CONSTRUCTION. 1, WALL SYSTEM SEE PLANS & U.L. LISTING FOR EXACT CONSTRUCTION. 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR EXACT CONSTRUCTION. 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR EXACT CONSTRUCTION. 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING FOR ALLOWABLE MATERIALS & MAX. SIZES. 3, CAULKING/SEALANT: 3M COMPANY CP 25WB+ OR FB-3000 WT, INSTALL PER MANUFACTURER'S INSTRUCTIONS AND PER U.L. LISTING. 2, FLEXIBLE METAL (STEEL OR ALUMINUM) CONDUIT UP TO 4`0 PER U.L. LISTING. 3. CAULKING: 3M COMPANY CP 25WB+ INSTALL PER MANUFACTURER'S INSTRUCTIONS AND PER U.L. LISTING. 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING FOR ALLOWABLE MATERIALS & MAX. SIZES. 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, IC 15WB, FB-3000 WT, OR MP+ STIX. INSTALL PER MFR'S. INSTRUCTIONS AND PER U.L. LISTING. 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING FOR ALLOWABLE MATERIALS & MAX. SIZES. 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, IC 15WB, FB-3000 WT, OR MP+ STIX. INSTALL PER MFR'S. INSTRUCTIONS AND PER U.L. LISTING. 4. FIRESTOP DEVICE/COLLAR: 3M COMPANY PPD 150, PPD 200, PPD 300, OR PPD 400, INSTALL PER MFR'S. INSTRUCTIONS AND PER U.L. LISTING. W-L-1001 W-L-1017 W-L-2088 W-L-2002 FOR USE WITH METALLIC CONDUIT OR TUBING, UP TO 6" (0 OR LARGER PER MAT'L. AS PER LISTING. FOR USE WITH FLEXIBLE STEEL OR ALUMINUM CONDUIT UP TO 4110. FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR TUBING, OF VARYING MAT'L. & SIZES PER U.L. LISTING. FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR TUBING, OF VARYING MATT. & SIZES PER U.L. LISTING. MATERIALS INCLUDE: PVC, CPVC, ENT, OR ABS. MATERIALS INCLUDE: PVC, CPVC, ENT, OR ABS. NOTES: 1. THROUGH -BARRIER PENETRATIONS SHALL COMPLY 2014 FBC 714.3.1, FBC-R 302.4.1, UL 1479, & UL 263. 2. THESE ARE GENERAL DETAILS REFER TO U.L. LISTING SYSTEM FOR ALL OPTIONS AND EXACT DETAILS & REQUIREMENTS. 3. ALTERNATE METHODS/SYSTEMS SHALL BE ACCEPTABLE, ALTERNATE METHODS/U.L. LISTINGS SHALL BE SUBMITTED & MADE AVAILABLE AT TIME OF INSPECTION. 26 GA. MTL.'PBR' ROOF — PANEL ON ROOF PURLINS. 8" STEEL ROOF PURLINS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) TYPICAL 1-HOUR FIRE BARRIER PENETRATION DETAILS EAVE STRUT Q�16'-0" L/ EAVE - — STANDARD GUTTER DOWNSPOUT PROV MIN. 8" L. BOT. LEG. ROOF -TO -WALL TRIM PER METAL BLDG. MFR. PROVIDE MASTIC BOTH LEGS. 26 GA. MTL. 'PBR' CLOSURE 'HW-4041' PER MTL. BLDG. MFR. 12 3 � 26 GA. MTL.'PBR' WALL PANEL ON WALL GIRTS. B" STEEL WALL GIRTS (REFER TO MTL. BLDG, SHOP DWGS, FOR SPACING) 26 GA. MTL. 'PBR' ROOF - PANEL ON ROOF PURLINS 8" STEEL ROOF PURLINS — (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 12 3F::� 4" (R-13) WHITE VINYL -FACED VRR PLUS INSULATION. TYP, AT ROOF & EXTERIOR WALLS. 4" (R-13) WHITE VINYL -FACED VRR PLUS INSULATION. TYP. AT ROOF & EXTERIOR WALLS. MAINFRAME COLUMN, BYPASS CONDITION. CONCRETE CURB AT HANGAR. TAPERS FROM 0" H. TO 4" H. 4" CONCRETE SLAB W/ STANDARD BASE ANGLE 6" CONCRETE SLAB W/— 6X6 W2.1 X W2.1 WMM & BASE TRIM. 6X6 W2.1 X W2.1 WMM FLAT SHEET REINF.A 0'-01, FLAT SHEET REINF. T/CURB-- a xa 9 BASE PLATE ='—x—x—%—%=z�x-�-z a x�x—x—x—x=x=x_x--�X—max ° ° d GRADE 3_ �� 3_ ° —2° 1 ° � erg_ �— °� 10 ° / N.T.S. _0'-0" TO -0'-4" HANGAR FLOOR Y VARI 6 MIL IIR TERMITE BARRIER TREATED OVE SEE FOUNDATION PLAN FOR COL. ANCHOR BOLTS PER COMPACTED SOIL. COL. ANCHOR BOLTS PER SIZES & REINFORCEMENT. MTL. BLDG. SHHOP DWGS. NEW SHEET ISSUED MTL. BLDG. SHOP DWG'S. INCLUDED AS PART LEAN-TO CANOPY WALL SECTION OF PERMIT DRAWING: SCALE. 3/4" = V-0" w REVISIONS: No: DATE COMMENTS 0 1Q 05-17-17 PERMIT REV. Q3 03-06-18 MISC. REV. 0 U z w tY 7 F U w H I U Q W 0 LL cc cc 0 O��CaoN Qc Z �•0 X W QM� O O7 =�L&joo W Q %w V c :) 41 ~ �0 oQCao� W CC0 VJ. QC cr. o V� O Oho Q. Q ?0 Lu to a CIS 0 Z Li 1'� m O J J -.i I Li o Qo K IT00 Li00 l0 I 00 (NJ 7C) Ln� Q Ln Q �w N °i t F I a O 0 U O Z Lu .j 0- 0 m� 0 > tY O 00 LLU U vtZ • Ol V — W w L L m (Y ' L N mU w U Q \O Lu w !' I i 0 CL LL �e�p0 �1 N p no M faLi \ w w 0 a w IN r I wn rss V) te: 05-17-17 0 S z Ln 0 F A/C GENERAL NOTES 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, & EQUIPMENT TO INSTALL COMPLETE AND OPERATING HVAC SYSTEWS. 2. THE MECHANICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS. 3. THE MECHANICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AS SHOWN ON THE SCHEDULES OR ON THE DRAWINGS, OR APPROVED SUBSTITUTE. 4. THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF WORK ACCEPTANCE, EXCEPT THE COMPRESSORS WHICH SHALL HAVE A MINIMUM FIVE (5) YEAR GUARANTEE. EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES (UL) APPROVED. 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, AND CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ALL SWITCHES AND POWER/CONTROL WIRING. 6. INSTALLATION SHALL BE IN COMPLIANCE WITH THE LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES, INCLUDING FBC-MECHANICAL/RESIDENTIAL, 2010 EDITION. 7. INDICATED DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 8. EACH BRANCH TAKE -OFF AND EACH SUPPLY AIR REGISTER (SR) SHALL HAVE AN EXTRACTOR WITH LOCKING OPERATOR. RECTANGULAR ELBOW OF 45 DEGREES & LARGER SHALL HAVE DOUBLE THICKNESS TURNING VANES. 9. ALL RECTANGULAR DUCTWORK SHALL BE FABRICATED FROM 1-1/2 INCH (R-6) JOHNS-MANVILLE 1-M MICRO AIRE SD/MF FIBERGLASS DUCT BOARD & INSTALLED PER RECOMMENDATIONS OF THE MANUFACTURER & SMACNA. 10. ALL RETURN FLEXIBLE DUCTS SHALL BE THE SAME TYPE AS THE SUPPLY FLEXIBLE DUCTS WITHOUT DAMPER EXTRACTORS. 11. PLACE CONDENSING UNITS (CU) ON FOUR (4) INCH CONCRETE SLABS AS SHOWN ON DRAWINGS. PROVIDE ONE-HALF (1/2) INCH NEOPRENE VIBRATION ISOLATORS UNDER CONDENSING UNITS. 12. PROGRAMMABLE THERMOSTATS FOR HVAC UNITS SHALL HAVE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHES AND SHALL BE APPROVED BY EQUIPMENT MFR. 13. REFRIGERANT PIPES SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER OR WROUGHT BRASS FITTINGS AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 14. WRAP EACH SET OF LIQUID & SUCTION PIPES IN ONE-HALF (1/2) INCH ARMAFLEX. 15. CONDENSATE DRAIN PIPES SHALL BE 3/4" PVC (SCHEDULE 40) WITH TRAPS, TERMINATED W/ P-TRAPS OUTSIDE BUILDING EXTERIOR. VERIFY IN FIELD. 16. PROVIDE EMERGENCY DRAIN PAN UNDER AIR HANDLING UNIT, 17. EACH EMERGENCY CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) AND HAVE A FLOAT SWITCH. 18. THE MECHANICAL CONTRACTOR SHALL TEST AND BALANCE THE SYSTEM TO THE AIR FLOWS AS SHOWN ON THE PLAN. BALANCE AIR FLOWS WITHIN FIVE (5) PERCENT OF THE DESIGN VALUES. 19. AIR HANDLERS TO HAVE ELECTRIC HEAT, PER SCHEDULE. 20. CONDENSATE LINES SHALL BE INSTALLED BY THE HVAC CONTRACTOR. 21. PROVIDE ALL NECESSARY LABOR AND MATERIALS REQUIRED TO INSTALL HVAC EQUIPMENT, DUCTWORK, DAMPERS, THERMOSTATS, CONTROL WIRING AND CONDUIT, AND RELATED APPURTENANCES. 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE AND LOCAL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY ALL FEES ASSOCIATED WITH SAME. 23. ALL MATERIALS SHALL BE NEW, UNUSED AND FREE FROM DEFECTS. 24. ALL DUCT SIZES GIVEN ARE FREE AREA DIMENSIONS. WHERE DUCTS ARE CONSTRUCTED OF FIBERGLASS MATERIAL, ALLOWANCE MUST BE ADDED TO SIZE GIVEN TO DETERMINE OVERALL DIMENSIONS OF DUCT. 25. SPIN IN COLLARS FOR FLEXIBLE DUCT SHALL BE OF THE DAMPER/EXTRACTOR TYPE MODEL FDESC AS MANUFACTURED BY CLEVAFLEX. FLEXIBLE DUCT SHALL BE CONNECTED TO THE SPIN COLLAR AND DIFFUSER NECK WITH PLASTIC BANDS. ALL CONNECTIONS SHALL BE TAPED WITH A TAPE APPROVED BY THE FLEXIBLE DUCT MANUFACTURER AND VAPOR SEALED WITH MASTIC. 26. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING, INCLUDING CONDUIT, FOR MECHANICAL DEVICES, THERMOSTAT, ETC. 27. SEE AHU MOUNTING DETAIL THIS SHEET. 28. HVAC DUCT ROUTING IS DIAGRAMMATIC ONLY. FIELD VERIFY MOST EFFICIENT ROUTING WHILE COORDINATING AROUND STRUCTURAL ELEMENTS AND MAXIMIZING CEILING HEIGHTS. EQUIPMENT SCHEDULE UNIT NUMBER AHU-1 / CU-1 AIR HANDLING UNIT TRANE MODEL TAM9AOB3OV31DA DIMENSIONS ELEC. HEAT STRIP 21" X 21" X 55" 5.0 KW Q3 HEATING - BTUH 16,400 VOLT/PHASE/AMP 230/1/60 CONDENSING UNIT TRANE MODEL 4TTR7024A DIMENSIONS 37" X 34" X 41" COOLING - BTUH 24,000 SENSIBLE 16,800 VOLT/PHASE/AMP 230/1/30 SEER 18.0 TOTAL SUPPLY CFM 800 1. PROVIDE PROGRAMMABLE THERMOSTAT. 2. R/S LINES: INSULATE SUCTION LINES W/ CLOSED CELL ELASTOMERTIC INSULATION. EXHAUST FAN SCHEDULE MARK MAKE/MODEL CFM V / O / A EF-1 BATH CEILING EXHAUST FAN 110 120/1/1.3 BROAN DELUX NO. 676 OR APPROVED SUBSTITUTE. IMPORTANT NOTES: 1. ALL EXHAUST FANS, SUPPLY & RETURN GRILLES SHALL BE ALIGNED, CENTERED AND/OR SYMMETRICAL. 2. PROVIDE OFFSETS FROM WALLS AS REQ'D. TO ALLOW TO ALLOW FOR CROWN MOULDING, ETC. 3. COORDINATE W/ OWNER, ELECTRICIAN, & CONTRACTOR FOR ALL LOCATIONS. 4. ALL EXHAUST DUCTWORK SHALL BE ROUND METAL SNAP-LOK OR APPROVED SUBSTITUTE. 5. ALL HOLES / PENETRATIONS IN CONCRETE SHALL BE FORMED & POURED W/ SLEEVES OR DRILLING USING A DIAMOND CORING BIT. THREADED PROVIDE RISERS/VIBRATION RODS (TYP.)� ISOLATION MOUNTS AIR R/A HANDLER S/A UNIT F AIR HANDLER UNIT DETAIL DESIGN CRITERIA 2014 FBC CHAPTER 16 V ult. WIND SPEED: 165 MPH EQUIV. BASIC WIND SPEED: 128 MPH EXPOSURE: C CONDENSER UNIT HURRICANE ANCHOR CLIPS @ EA. CORNER W/ 1/4" x 2" TAPCONS, CONCRETE PAD SEE PLAN. EMERGENCY CONDENSATE DRAIN PAN. RFRG. SUCTION & EXTERIOR LIQUID PIPES DOWN WALL FROM UPPER AHU. RFRG. PIPES IN WALLS W/ 1/2" ARMAFLEX. SEAL ALL PENETRATIONS WATER TIGHT AND INSULATE BUILDING SLAB NEOPRENE PADS CONDENSER UNIT DETAIL N.T.S. R-6 FLEX DUCT R-6 FIBERGLASS DUCT-1 BAND EXTRACTOR QUADRANT BAND SPIN -COLLAR LOCK TYPE W/ DAMPER OPERATOR FLEX DUCT INSTALLATION DETAIL OLEGEN]GRILLE THERMOS Z RETURN A ® SUPPLY AI ij 6- AIR CONDITIONING PLAN THIS MECHANICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE MECHANICAL SYSTEM SHALL BE DETERMINED F Q BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS o AND BY THE LOCAL BUILDING DEPARTMENT. THIS 05-17-17 PERMIT REV. DESIGN IS ALLOWED BY CHAPTER 471 FOR Z& MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS Q3 03-06-18 MISC. REV. 0 OR ACCOMMODATES 100 OR FEWER PERSONS, U D SCALE: 7/?4,, = 1'-0,, _s Z W F U W f- I U Q Q W 0 Ict LL a Z 0 000 N Z 117� d.0 Q W Q"n� t� Op] Q Woc0 O ` 0 vl LZFF L\ �W V PC T^:) 0 (� pzu ro LAj pr Q ° c1c 2' � o p Uz vj � Ova cL O c1c Q?0 W . vQi 00 0 0) z W m O J J 2 In LLI o mc� 00 C W I all. u 00 LJ c Lr)LU } J a O o y• O Q ' M L M 0 �a >�� 00 LLU U v zz • 0) u- � � W LL N m t 7 v� M U W K Q O W No.' o LL tV '00 � N 0 65 o!or 1M <a lY tip` jj � a All; w _..�; LL E Li b `' I f- y. r rss O .t-27-17 Sheet Number Z M-1 0 akfsAll SCALE: 7/?4,, = 1'-0,, _s Z W F U W f- I U Q Q W 0 Ict LL a Z 0 000 N Z 117� d.0 Q W Q"n� t� Op] Q Woc0 O ` 0 vl LZFF L\ �W V PC T^:) 0 (� pzu ro LAj pr Q ° c1c 2' � o p Uz vj � Ova cL O c1c Q?0 W . vQi 00 0 0) z W m O J J 2 In LLI o mc� 00 C W I all. u 00 LJ c Lr)LU } J a O o y• O Q ' M L M 0 �a >�� 00 LLU U v zz • 0) u- � � W LL N m t 7 v� M U W K Q O W No.' o LL tV '00 � N 0 65 o!or 1M <a lY tip` jj � a All; w _..�; LL E Li b `' I f- y. r rss O .t-27-17 Sheet Number Z M-1 0 akfsAll ELECTRICAL GENERAL NOTES 1. THE SCOPE OF WORK SHALL CONSIST PRIMARILY OF THE FOLLOWING: A. PROVIDE AND INSTALL LIGHTING FIXTURES, RECEPTALCES AND ALL CONNECTIONS FOR EQUIPMENT FOR RESIDENCE. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BEINCLUDED. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY OF LAKE WORTH BUILDING CODES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OWNER. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES. INCLUDING THE POWER, TELEPHONE AND CABLE TV COMPANIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL -BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. 7. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 250. THE GROUNDING SYSTEM SHALL NOT EXCEED A 48 HOUR DRY RESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 8. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 9. ALL EQUIPMENT SHALL BE NEW AND UNUSED AND UL LISTED. 10. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: PANELBOARDS, LIGHTING ASSEMBLIES, PULL BOXES, DISCONNECT SWITCHES, CONDUIT AND WIRE, CIRCUIT BREAKERS AND EQUIPMENT ENCLOSURES. 11. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER. 12. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 13. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 14. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 15. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE BLUE "SMURF" FLEXIBLE TUBING (U.O.N.). 16. COLORED TAPE SHALL BE PLACED ON TOP OF AND ALONG THE ENTIRE LENGTH OF ALL UNDERGROUND CONDUITS ACCORDING TO THE FOLLOWING SCHEDULE: POWER: RED ALL OTHER CONDUITS: GREEN 17. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND YIN LENGTH. 18. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD AND TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET. 19. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS. 20. ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. 21. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OF PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL -BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 22. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 23. ALL DISTRIBUTION EQUIPMENT SHALL HAVE AIC RATINGS TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE PROJECT. COMPLY NEC 110-9 & 110-10. 24. IT IS NOT THE INTENT OF THESE PLANS TO SHOW MINOR DETAIL AT CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE IN PRIOR WORKING ORDER. 25. ALL HOME RUNS OF 100 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10. 26. ALL HOME RUNS OF 200 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #8. 27. PROVIDE RECEPTACLES THAT MATCH THE EQUIPMENT PLUGS. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 28. LOAD DATA IS BASED ON INFORMATION GIVEN AT THE TIME OF DESIGN. VERIFY SIZE, CONDUCTOR, PROTECTION DEVICES, ETC. REQUIREMENTS OF ALL EQUIPMENT PRIOR TO ORDERING OR INSTALLATION. 29. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/ CONTROL/COMMUNICATIONS WIRES, DISCONNECT SWITCHES AND OVER -CURRENT PROTECTIVE DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUITS, WIRES, SWITCHES AND 1-BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC. ALL FUSES AND BREAKERS SHALL BE SIZED AS REQUIRED BY THE EQUIPMENT MANUFACTURER. IF EQUIPMENT IS DIFFERENT FROM THAT SPECIFIED. CONTRACTOR SHALL MAKE THESE CHANGES AT NO ADDITIONAL COST TO THE OWNER. 30. PROVIDE ARC -FAULT INTERRUPTER PROTECTION & TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE. 31. PROVIDE ARC -FAULT INTERRUPTER PROTECTION TO ALL BEDROOM CEILING FANS & SMOKE DETECTORS. 32. PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS. 33. VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY INSTALLATION OWNER SHALL DIRECT LOCATION ON ALL SPECIAL RECEPTACLES & WIRING. 34. PROVIDE WHOLE HOUSE SECURITY SYSTEM - VERIFY W/ OWNER. BID NOTES: THE ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK SHOWN ON THE ELECTRICAL PLANS MEETS OR EXCEEDS ALL CODES. BRING ANY CONFLICTS TO THE GENERAL CONTRACTOR'S ATTENTION PRIOR TO BIDDING. ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL PLANS TO ENSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. NOTIFY THE GENERAL CONTRACTOR OF INTENT TO EXCLUDE ANY ITEMS PRIOR TO BIDDING. ELECTRICAL CONTRACTOR IS ADVISED TO FIELD VERIFY EXISITING CONDITIONS PRIOR TO BIDDING. EVERYTHING REQUIRED TO MEET FIELD & PROJECT REQUIREMENTS SHALL BE INCLUDED IN BID. COMMENCEMENT OF WORK, IS EVIDENCE SUCH VERIFICATION HAS BEEN MADE. ANY FUTURE CLAIMS FOR ADDITONAL MATERIAL/LABOR DUE TO EXISTING CONDITIONS WILL NOT BE APPROVED. COMMUNICATION NOTES: 1. CABLE-COMCAST SERVICE AND CONNECTION BY OWNER. 2. PHONE BOXES & WIRING SHALL BE INCLUDED IN ELECTRICAL CONTRACTOR'S PRICE. PHONE SYSTEM CONNECTION OF SERVICE & PHONE LINE TO HOUSE BY OWNER. 3. NO SPEAKER, INTERCOM, OR (CCTV) SECURITY CAMERA SYSTEMS INCLUDED. 4. PROVIDE STRUCTURAL WIRING SYSTEM FOR CABLE & PHONE HOME RUN FOR EACH SEPARATE ROOM. INCLUDE RECEPTACLE FOR AMPLIFIER INSIDE BOX. LOCATE IN HANGAR AS SHOWN. FIELD VERIFY LOCATION W/ OWNER. w d' I s o- FLOOD LIGHTS (REAR) WPGFI FLOOD LIGHTS (REAR) 0� �4- P HANGAR DOOR MOTOR HABITABLE ROOM LIGHTING REQUIREMENT: i PER 2014 FBC R303.1 & R303.1.2. 1. EACH HABITABLE ROOM SHALL HAVE A AGGREGATE GLAZING AREA AT A MIN. OF 8% OF THE FLOOR AREA OF THE ROOM. 2. GLAZING NOT REQ'D, IF ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE OF 6 FOOTCANDLES (65 LUX) AT 30" ABOVE THE FLOOR. 3 C S C IMPORTANT NOTES: 1. MIN. #12 WIRE OR LARGER, NO EXCEPTION. 2. ALL BREAKERS SHALL BE MIN. 20 AMP. 3. ALL RECEPTACLES SHALL BE AFC], TYP. SEE NOTE. (EXCEPT FOR GFI RECEPT.) 4. SWITCHES SHALL BE DECORA TYPE. 5. KITCHEN RECEPT. TO BE DECORA TYPE. 6. SWITCHES & RECEP. TO BE WHITE U.N.O. 7. MOUNT RECEPTACLES @ 18" A.F.F. U.N.O. S. ALL RECEPTACLES TO BE TAMPER -PROOF. AFCI NOTE: ALL 120 V, SINGLE PHASE, 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC. ROOMS, OR SIMILAR ROOMS/AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE OF THE BRANCH CIRCUIT (NEC 210-12(B)). IMPORTANT INSTALLATION/LAYOUT NOTES: 1. ALL ELECTRICAL FIXTURES, RECEPTACLES, & SWITHCES SHALL BE ALIGNED, CENTERED AND/OR SYMMETRICAL WHERE POSSIBLE. 2. PROVIDE OFFSETS FROM WALLS AS REQ'D. TO ALLOW FOR CROWN MOULDING, ETC. 3. COORDINATE W/ OWNER, A/C CONTRACTOR, & CONTRACTOR FOR ALL LOCATIONS. 4. CONFIRM ALL DIMMER SWITCH LOCATIONS W/ OWNER. ELL TRICIAN HALL ONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE ALL ELECTRICAL WORK TO COMPLY WITH MIN, REQ'S. ARE MET OR EXCEEDED. THE LATEST NATIONAL ELECTRIC CODE. \ o 0 20'-0" I 20'-0" I 48"GFI CL MAINFRAME IRAFTER I o 1 O / o I' o I L_ CL MAINFRAMES 48"GFI I RAFTER I o - CENTER LED VANITY MIRRORS/LIGHTS OVER SINKS. VERIFY ELEC. LOCATION W/ MFR. 48"GFI WATER HEATER REFER TO PLUMBING PLAN. VERIFY LOCATION W/ OWNER & ELEC. REQ. W/ MFR. ��r I I I I 46"GFI I I I I I 48GFI rxrLr SECURITY PANEL W/ OUTLET (GFI) VERIFY REQ'S. W/ OWNER. STRUCTURED MEDIA BOX 100 AMP ELEC. W/ OUTLET (GFI) VERIFY PANEL'A' REQ'S. W/ OWNER. ELECTRIC METER 200 AMP 120/240V U.G. ELEC, SERVICE TO FPL PAD MOUNTED'Tx'. SEE SHEET'C1' FOR CONT. VERFIY W/ FPL REP. A B 1Q PROVIDE SMOKE v vv DETECTOR ALARM AT \ CEILING OF HANGAR TO BE INTERCONNECTED WITH ALARMS INSIDE LIVING AREA PER 907.2.21. Q COMBINATION - SMOKE & CARBON MONOXIDE DETECTOR. 48" GFIA 48"GFI klemilY KITCHEN COUNTER/ DISPOSAL SMALL APPLIANCE RECEPTACLE RECEPTACLES 48 GFI UNDER SINK. LL TOTAL OF (3) DISHWASHER f (48 O.C. MAX) RECEPTACLE 33 UNDER SINK. U.C. LIGHTS 48"GFI @ 54" A.F.F. 48"GFI TYP. OF (3) REF ii =YD MICRO. Q 66" A.F.F. I I I r T / Q AFCIOUTLETSTYP. I 3 \ I 200 AMP ELEC. \ PANEL'B' SDCM ® A 7 Ll Q3 42" 42" N SD I I - \ AFCIOUTLETSTYP. _ W/D ' I - FL -1 I I I 48"GFI rrELL PUMP WPGFI WATER PURIFICATION SYSTEM, CONFIRM CU-1 REQUIREMENTS. CABLE U.G. SERVICE C VERIFY W/ CABLE REP. PHONE U.G. SERVICE VERIFY W/ AT&T REP. ELECTRICAL PLAN SCALE. 1/4" = Y-0" WPGFI THIS ELECTRICAL PLAN IS INTENDED TO INDICATE 0 THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED F BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER489 OF FLORIDA STATUTES No: DATE COMMENTS 0 AND BY THE LOCAL BUILDING DEPARTMENT. THIS Q 05-17-17 PERMIT REV. a DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP cl� OR LESS RESIDENTIAL SERVICES OR 800 AMP 03-06-18 MISC. REV. 0 OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U 12 LL F U W F 2 U �1 Q V L LW F Q 0 LL 0 Cc O lit c N �.0 Q W QMD O O D = � Cc eel v) L3 Lu Q �w VLAj ------------ rn Q Z:) 0 CC Q O� j I U. Q Q w0 0 VZ FLOOD LIGHTS (FRONT) LQ ofti - V) p �, a WPGFI I I FUTURE FAN/LIGHT • O PROVIDE PRE -WIRED O 0 _ I I J-BOXW/COVER. _W FIL __ -- 06 0 FLOOD LIGHTS I I Z (FRONT) \ I I ` Lu Lu Q Qc I 2 Lu o II V) II I IqwW I I z mN= I I I70 < Ln 00Lu 0 II I c Ln 2 WPGFI ;"oo o 0 i ul / I I FUTURE FAN/LIGHT/u Z PROVIDE PRE -WIRED O Q J-BOX W/ COVER. 1 � 0 �Q Q 0 L rn FLOOD LIGHTS d _ I (FRONT) >- •" O o 00 1 =Z • U m co W I mD II ' mU Lu __-_---__H U Q o LL LL N �c0 �1 �1 pc°} Z/Q Lu W 'w 0 u uj I H n B� d 1 rss F'J'7 01-27-17 � N u.ffi1! 4 E-1 0 ELECTRICAL LEGEND SURFACE MOUNTED LIGHT ALLOWANCE BY OWNER. RECESSED HI -HAT CEILING MOUNTED V X 4' FLUORESCENT LIGHT FIXTURE H� WALL SCONE UNDER CABINET LIGHT v F = FAN ONLY FL = FAN W/ LIGHT KIT 120/240, 20 AMP, QUIET TYPE + 48" A.F.F. $3 120/24OV, 20 AMP, QUIET TYPE + 48" A.F.F., 3-WAY SWITCH $p DIMMER SWITCH, PUSH BUTTON WITH LEVER. $j DOOR JAMB SWITCH 20 AMP, 120V, DUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. U.O.N. 20 AMP, 120V, QUADRUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. U.O.N. 120V, SINGLE DEDICATED RECEPTACLE, GROUNDING TYPE, AMPS PER PLAN. ® 220V, 1 PHASE RECEPTACLE, AMPS PER PLAN 0 PANELBOARD, SEE SCHEDULES # y DISCONNECT (# = NO. OF POLES / X = FRAME SIZE / Y = FUSE SIZE) 4 MOTOR/PUMP EXHAUST FAN 01 JUNCTION BOX SD SMOKE DETECTOR CM CARBON -MONOXIDE DETECTOR SDCM COMBINATION SMOKE & CARBON -MONOXIDE DETECTOR TELEPHONE OUTLET AT 18" A.F.F. PB GARAGE DOOR PUSH BUTTON TV CABLE OUTLET DC DOOR CHIME PAD SECURITY KEY PAD Q MOTION SENSOR © CONTACT FOR DOORS/WINDOWS AHU AIR HANDLING UNIT CU CONDENSING UNIT WH WATER HEATER GFI GROUND FAULT CURRENT INTERRUPTER WPGFI WATER -PROOF GROUND FAULT INTERRUPTER VP VAPORPROOF D DIMMABLE DED DEDICATED AFCI ARC FAULT CURRENT INTERRUPTER RECEPTACLE - - - i v .v v .v v "/' v v v v v v v v v iea:ui_r�a.J I B 2nd FLOOR ELECTRICAL PLAN A PROVIDE (2) LIGHTS FIELD VERIFY LOCATION. STORAGE/MECHANICAL AREA AHU-1 DISC. PROVIDE MAINT.— OUTLET NEAR AHU-1 .. .- LOAD wnM=�=MwE_ LOAD DESCRIPTION -DESCRIPTION MEN HANGAR GFI RECEF. HANGAR GFI RECEP. NONE RATED VOLTAGE: ■ 240/120V 1 PHASE, 3 WIRE RATED AMPS: ■ 100 CIRCUITS: ■ 42 SERVICE FEED: ■ TOP CABINET: ■ SURFACE ■ HINGED DOOR ❑ KEYED DOOR LATCH ■ CIRCUIT BREAKER (PLUG-IN) BRANCH DEVICES ■ FULL NEUTRAL BUS ■ GROUND BUS ❑ MAIN AMP BREAKER ■ MAIN LUGS ONLY MAIN LUGS: 1 SET SIZE: #3 ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL * NON -COINCIDENT LOAD VERIFY EXACT ELECTRICAL REVS W/ MFR. PANEL SCHEDULE "B" - RESIDENCE LOAD DESCRIPTION C W POLES AMPS BUS AMPS POLES W I C I LOAD DESCRIPTION AHU-1 * 1" 6 2 50 1 3 5 7 g 11 13 15 17 19 1 3 5 7 9 1 3 5 7 9 1 2 4 6 8 10 12 14 16 18 0 22 4 6 8 0 2 3 36 38 40 42Nv 50 2 8 3/4" RANGE L CU-1 * 3/4" 10 2 30 50 2 6 1" TANKLESS WATER HEATER _L _L _L _L _L DRYER 3/4" 10 2 30 50 2 6 1" L WASHER 1/2" 12 1 20 20 1 12 1/2" GREAT ROOM LIGHTS & RECEPTACLES REFRIGERATOR 1/2" 12 1 20 20 1 12 1/2" BEDROOM GEN. LIGHTS & RECEP. GENERAL EXTERIOR LIGHTS 1/2" 12 1 20 20 1 12 1/2" BATH GEN. LIGHTS & RECEP. EXTERIOR GFI RECEPTACLES 1/2" 12 1 20 20 1 12 1/2" KITCHEN GFI RECEP. SPARE 1 20 20 1 12 1/2" MICROWAVE BLANK 20 1 12 1/2" DISHWASHER 20 1 12 1/2" DISPOSAL BLANK RATED VOLTAGE: ■ 240/120V 1 PHASE, 3 WIRE RATED AMPS: ■ 200 CIRCUITS: ■ 42 SERVICE FEED: ■ TOP CABINET: ■ SURFACE ■ HINGED DOOR ❑ KEYED DOOR LATCH ■ CIRCUIT BREAKER (PLUG-IN) BRANCH DEVICES ■ FULL NEUTRAL BUS ■ GROUND BUS ❑ MAIN AMP BREAKER ■ MAIN LUGS ONLY MAIN LUGS: 1 SET SIZE: #3/0 ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL * NON -COINCIDENT LOAD VERIFY EXACT ELECTRICAL REQ'S W/ MFR. I � D I SCALE. 714" = Y-0" EXISTING PAD MOUNTED TRANSFORMER CONFIRM W/ FPL. UNDERGROUND ELECTRIC SERVICE. CONFIRM W/ FPL. EXTERIOR WALL ELECTRIC METER COMBO BY FPL. O 100 A 200 AMP M.C.B. PNL'A' 100 AMP BREAKER THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER, THE DETAILS w OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED H BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS 0 AND BY THE LOCAL BUILDING DEPARTMENT. THIS 1 05-17-17 PERMIT REV. O. DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP K OR LESS RESIDENTIAL SERVICES OR 800 AMP A 03-06-18 MISC. REV. 0 OR LESS COMMERCIAL OR INDUSTRIAL SERVICES, U Z w K LOAD CALCULATION LOAD EQUIPMENT CKTS. BREAKER WIRE (WATT) GENERALLOADS: GENERALLIGHTING/POWER 12 20A/1P 12 10,800 (3,600 s.f. X 3 watts/s.f.) HANGAR DOOR OPENER 2 30A/2P 10 3,600 RANGE 2 5OA/2P 8 8,000 MICROWAVE 1 20A/1P 12 1,400 DISHWASHER 1 20A/1P 12 1,420 DISPOSAL (1 X 700 W) 1 20A/1 P 12 700 REFRIGERATOR 1 20A/1P 12 1,500 DRYER 2 30A/2P 10 5,600 WASHER 1 20A/1P 12 1,500 SM. APPLIANCES 1 20A/1 P 12 2,000 (2 X 1000 WATTS) PADDLE FANS 1 20A/1P 12 160 (2 X 80 WATTS) WELL PUMP 1 20A/1P 10 1,500 WATER HEATER 4 50A/2P 6 24,000 SPARE 2 20A/1P 12 2,000 SUB -TOTAL 64,180 AIR CONDITIONING LOADS: A/C COMPRESSOR 1 2 30A/2P 10 N/A A/C HEAT 2 SOA/2P 6 5,000 SUB -TOTAL 5,000 LOAD CALCULATION SUMMARY: FIRST 10,000 WATTS AT 100% = 10,000 REMAINDER AT 40% (54,180 X .4) = 21,672 5,000 WATTS OF HEAT AT 40% = 2,000 TOTAL ESTIMATED CONNECTED LOAD = 33,672 TOTAL AMPS (33,672 / 240 VOLTS) = 141 AMPS SERVICE SIZE: 200 AMPS F, mLVRe71N 343 THHN, #8 GROUND 1 1/2" CONDUIT. PANEL'A' M.L.0.42 CKT. 100 AMP, 120/24OV, 10, 3W SURFACE MOUNTED, NEMA 1 �6 #2 SOLID OR STRAND CU GROUND TO 5/8" DRIVEN ROD, COLD WATER PIPE, FOUND. STEEL I = U.F.E.R. GROUND REQ'D. A H u w F I U K W F LL a Z Cc Cc 0 O�e00N �.0 Q W QMD Z uO� =��oo Lu � Q �w 4 � p0� �C�CoV� u. cc � aC =0 2 �a O 0 Q?o Lu Qft co o Z Lu O J J `J I w o Co A% 00 �o a cp �w � H `° I v a ' 0 Ouj Z 0 A M cn RESIDENCE � `� 1 >_ fL I 00 LLU I • U 2 MZ LL LL Qw I C° 3-#3/0 THHN, #6 GROUND I / c E H 2" CONDUIT. I a W PANEL'B' M.L.O. 42 CKT. 200 AMP, 120/24OV, 10, 3W SURFACE MOUNTED, NEMA 1. I - U I 0� I Q 2 AB' I — O 2 PNL'I j :' w Q � W H w I � 0 I N O co} N ZQI- M Lu W Fjje cod' Lu 0 7 Ida a Y'5- ? rss ' a j,Q1-27-17 ELECTRICAL RISER DIAGRAM - E. ,' eg, r Z N.T.S. E 2 C( 0 PLUMBING NOTES _ 1. PROVIDE COMPLETE PLUMBING SYSTEM AS CALLED FOR ON PLANS. TIE INTO EXISTING WELL SYSTEM AND PROVIDE NEW SEPTIC SYSTEM. SEE SITE PLAN. 2. PLUMBING SHOWN IS DIAGRAMMATIC AND SHALL FOLLOW THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES AND STATE CODE REQUIREMENTS. 3. COORDINATE WORK WITH ALL TRADES. THE CONTRACTOR IS RESPONSIBLE FOR SAWCUTTING OF SLAB OPENINGS, AND PATCHING AS REQUIRED TO ACCOMMODATE PLUMBING WORK. 4. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 5. PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. 6. DOMESTIC WATER PIPING WITHIN THE BUILDING SHALL BE HARD TEMPER COPPER TUBING, TYPE L, WHERE RUN IN WALL OR CEILING SPACES. SOFT DRAWN JOINT'S COPPER, TYPE L, SHALL BE USED BELOW GRADE OR IN A CONCRETE SLABS. ❑ 7. WASTE, SOIL AND DRAINAGE PIPING WITHIN THE BUILDING SHALL BE SCHEDULE 40 PVC. BELOW GRADE OR IN CONCRETE SLABS WORK SHALL BE SCHEDULE 40 PVC. 8. VENT PIPING SHALL BE SCHEDULE 40 PVC. 9. MINIMUM SLOPE FOR ALL WASTE PIPING BELOW BUILDING SLABS SHALL BE 1/8" PER FOOT. IF REQUIRED DRAINAGE SLOPE CAN NOT BE MET WHERE CONNECTING TO EXISTING UTILITIES, SURVEY ELEVATION AND LOCATION AND SUBMIT ALTERNATE SCHEME FOR ENGINEERS REVIEW. 10. PROVIDE CLEAN -OUTS WHERE SHOWN AND AT EACH CHANGE OF DIRECTION TOTALING 900 AND AT 75 FOOT INTERVALS AS REQUIRED. 11. PLUMBING CONTRACTOR SHALL ROUGH -IN FOR AND INSTALL ALL FIXTURES AND MAKE FINAL CONNECTIONS INCLUDING P TRAPS AND SIMILAR ITEMS. 12. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER COMPLETION AND ACCEPTANCE BY THE ARCHITECT. HE MUST CORRECT ANY DEFECT THAT OCCURS DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO THE OWNER. 13. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE 3/4" PVC AND SHALL BE PROVIDED BY THE A/C CONTRACTOR. FINAL CONNECTION TO AHU BY AIR CONDITIONING CONTRACTOR. TERMINATE CONDENSATE LINES WITH GOOSENECK PER CODE. 14, CONTRACTOR TO VERIFY ALL REQUIREMENTS OF EQUIPMENT WITH MANUFACTURER PRIOR TO FINAL INSTALLATION. 15. SEE PLUMBING RISER FOR MORE DETAILS. M _ 16. INTERIOR CLEAN -OUTS SHOWN SHALL BE LOCATED NEAR OR IN WALL PARTITIONS, NOT IN THE MIDDLE OF THE FLOOR AS DIAGRAM MIGHT DEPICT. 17. THE FOLLOWING FIXTURES REQUIRE HOT WATER: a. SINK d. DW b. LAV e. WB/WASHER c. SH f. HS 18. THE FOLLOWING FIXTURES ARE FOR BASIS OF DESIGN. REFER TO CONTRACT FOR FIXTURE ALLOWANCE. OWNER TO SELECT ACTUAL FIXTURE PACKAGE. SINK: KITCHEN SINK: KOHLER UNDERTONE K-3174 W/ 0 MOEN 87794SRSS PULL-OUT FAUCET. HS: HAND SINK: ELKAY 12" STAINLESS STEEL W/ LEGS & FAUCET. DISP: DISPOSAL, BADGER #5 DW: DISHWASHER BY OWNER: PROVIDE HOOK-UP. WH: HOT WATER HEATER: STIEBEL ELTRON TEMPRA PLUS 24, TANKLESS WATER HEATER. WB: WASHER BOX ASSEMBLY. LAV: VANITIES: KOHLER UNDERMOUNT CAXTON OVAL K-2210 W/ MOEN VOSS 6903 SINGLE -HANDLE FAUCET. WC: WATER CLOSETS: KOHLER HIGHLINE CLASSIC K-11499. SH: MOEN POST -TEMP SHOWER MIXING VALVE W/ VOSS T2692 CONTROL W/ SHOWER HEAD & WALL MOUNTED HAND-HELD UNIT FD: 3" FLOOR DRAIN W/ CHROME COVER. REF: REFRIGERATOR, PROVIDE 1/4" ICE LINE FROM KITCHEN SINK, HB: HOSE BIBB, VERIFY LOCATIONS W/ OWNER. A 2nd FLOOR— — 3" PVC SANITARY DOWN TO 1 st FLOOR. 4" C.O. 2-WAY a J I Lz°vrR I I /— SECOND FLOOR BUILD -OUT UNDER FUTURE SEPARATE / V PERMIT. PROVIDE ROUGH -IN OR STUB -UPS OF SANITARY & /2 VENTING/ROOF PENETRATIONS LAV ONLY AS REQ'D. IN THIS PHASE. TUB I CAP ALL PIPES AS REQ'D. I I I 2" / 3°/ I � I 2nd FLOOR I � I i X, 2"V � A 2"VTR HS I 2"V --T 1112 3„ WC LAV 4" 2" A J L2"VTR I I 2"VTR 4 i I SINK 2" 2" 0 SANITARY STUB -UP TO BE CAPPED IN WALL, HB RATED ffFUTURE FUTURE 2" CHASE WALL m FUTURE 4" CHASE WALL = I WC SECOND FLOOR BUILD -OUT UNDER FUTURE SEPARATE 3 FUTURE m PERMIT. PROVIDE ROUGH -IN nl LAV — OR STUB -UPS OF SANITARY & 2 V VENTING/ROOF PENETRATIONS ONLY AS REQ'D. IN THIS PHASE, CAP ALL PIPES AS REQ'D. 2' VTR UP FROM 1 st FLOOR LAV. STORAGE/MECHANICAL AREA i 3" 3" SAN. DOWN TO 1st FLOOR SHOWE CHASE WALL. T fl O- ---all I I B C 1 FUTURE 2nd FLOOR BATHROOM PLUMBING PLAN P-1 SCALE. 114" = V-0" 1A 3 Q PROVIDE HOT &COLD o WATER LINE STUB -UPS FOR FUTURE 2nd FLOOR 4" BATHROOM ALONG THE 00 RESIDENCE SIDE OF THIS 3Q WALL, SEE SHEET A-1A FOR LAYOUT, VERIFY IN FIELD. I _ LAV — 2"VTR 2I W/D 3311 O SHOWER LAV - r CONTROLS 4" 1r 2'V 2 3 SANITARY LINE I RUN THRU STUD WALL TO NEW 3" SAN. VERT. SH FD - SH LAT SHOWER CHASE. 0 o Lc7j \-3" SANITARY ,- __qHB N 3 DOWN CHASE 4" PVC SCH40 SANITARY LINE TO 4' C.O. 2-WAY 3" SANITARY FOR FUTURE TO RUN HORIZ. 2nd FLOOR BATH. SEPTIC SYSTEM. SEE SITE PLAN THRU EXTER. WALL CU & SURVEY FOR CONTINUATION. ABOVE FIN. FLOOR PROVIDE ST. LUCIE COUNTY I TURN DOWN OUTSIDE 3 HEALTH DEPARTMENT PERMIT. Q & RUN UNDERGROUND. 3 SHUT-OFF VALVE @ BUILDING LINE. WATER PURIFICATION SYSTEM CO REF 2"0 SANITARY STUB -UP TO BE CAPPED IN WALL. r2"VTR irMN ffl�_M 2" DW 1." THIS PLUMBING PLAN IS INTENDED TO INDICATE Q THE REQUIREMENTS OF THE OWNER. THE DETAILS, OF THE PLUMBING SYSTEM SHALL BE DETERMINED F BY A PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: TO CHAPTER 489 OF FLORIDA STATUTES AND BY NO: DATE COMMENTS 0 THE LOCAL BUILDING DEPARTMENT. THIS DESIGN Q IS ALLOWED BY CHAPTER 471 FOR PLUMBING 05-17-17 PERMIT REV. SYSTEMS HAVING FEWER THAN 250 FIXTURES Q3 03-06-18 MISC. REV. o OR ACCOMMODATES 100 OR FEWER PERSONS. U D F U w F I U Q - — B NFIRM LAV 2"V� WB 2" 2 " REQUIREMENTS. C �l N. 3 1 1/4" PVC WATER SERVICE 4" PVC SANITARY 3 TO NEW WATER WELL. TO SEPTIC SYSTEM. 2 Q3 SEE SITE PLAN FOR CONTINUATION. SEE SITE PLAN FOR N. 2,. 3" VERIFY CONDITIONS AND QUALITY. CONTINUATION. FD 3" BUILDING LINE WASTE RISER DIAGRAM 3„ PLUMBING PLAN N.T.S. SCALE., 1/4" = V-0" :1.1 Q w F LL Z Cc 0 O 00 N "It0 QWQM� Z) W Q Q �w W ac ~moo o�Coo� W �C ou LL LL OC � o VZ O Z } a a , �o O Q ?Qc 0 QLu Q. 0 C6 o C3) Z w m O J J ►I I V) w o eo K 00 � w 00 Nco ^W ILn H } J a} il Q. 0. 3 U ul 0 o Z 4u Q Lu 9 roz Q a � r o� L m0 ro a >.2 00 LLU N Z u 0) - L. w LL m K ' D aU H El— N� N �:I U Q -- o Q \w w N °`• o W N O N p co C) !b Z'QLu � W E a 'a -pileLL EL'o W Job Number: I ,v rss w1 al � yQ1-27-17 � k ,. hW u Z 1