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HomeMy WebLinkAboutApproved Plans (2)REVISIONS: No: DATE COMMENTS Q05-17-17 PERMIT REV PROPOSED SINGL,&,FAMIL Y RESIDENCE/HANGAR TREASURE COAST AIRPARIN PROJECT ADDRESS LOT 98, NAVION ROAD TREASURE COAST AIRPARK SAINT LUCIE COUNTY, FLORIDA 34987 BUILDING DEPARTMENT ST. LUCIE COUNTY BLDG, DEPT 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 772-462-1573 APPLICABLE CODES / CRITERIA SAINT LUCIE COUNTY CODES 2014 FLORIDA BUILDING CODEL j BUILDING AREA S.F. BREAKDOWN I HANGAR: 2,641 S.P. 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 EQUIV. BASIC WIND SPEED: 128 MPH RISK CATEGORY: 2 EXPOSURE: C MEAN HEIGHT: 19'-91, SLOPE: 3:12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 IMPORTANCE FACTOR: 1.00 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 AGENT: CELENTANO DEVELOPMENT GROUP, LLC. GREGORY L. CELENTANO 824 SW SQUIRE JOHNS LANE PALM CITY, FL 34990 561-718-9961 THESE 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 CODES. CONCEALED FASTENERS OR ATTACHMEr, ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 174 nol ST. LCCIE COL iTY DL7LDP,*C DIVISION REVIEWED FOR C Lj CE REVIEW BY DATE PLANS AP \II MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. DRAWING INDEX T-1 TITLE SHEET 1of1 SURVEY C-1 SITE PLAN A-1 FIRST FLOOR PLAN, NOTES 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 Q 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 & RISER P-1 PLUMBING PLAN, RISERS, & NOTES 0 LL a o c1c ton Cc O Q 00 � (3)� cc d.o Q W �MQ V OQ U �o .� o1c p L Z W U::�Fftc1c W 0 Q O O� W OC o �., OC � 0 o V �' 0 m �a O • O �0 W cic 0*) 0 v l Z LU LO O v) L1 0 00 V 00 w 00 '.0 I Q Ln w Q)CU Ln I U 0 �w,:,e- w a Q Lj oQ vrn rn o M >�� -L `0 0 " LLU L Z • U M u— � � W LL 4Dc� m C: E F NaU w �U Q ° 4 `.. o LL �o 006 z,a VJ w w 0 LL w Job Number: 2 Drawn By. rss V) Date: 01-27-17 I� Sheet Number Z 0 EXIST. BARBWIRE FENCE GENERAL 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. 8. 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. S. 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 Y p V �aF U.E. I I I� I� r W IQD N o0 NN W z LOT 99 VACANT NO EXISTING WELLS OR SEPTIC SYSTEMS PRESENT. N 00032'21 "WC)_690.00' P LMI ry rye!L R 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 - 1.91 = OK SETBACKS: PROVIDED REQUIRED FRONT (SOUTH) 350.0' to PL 50.0' 320.0'to RWL REAR (NORTH) 270.0' 30.0' SIDE (EAST) 193.3' 20.0' SIDE (WEST) 60.0' 20.0' a ryes e+ EXISTING CULVERT TO REMAIN. b ry0. / / / o / / EXISTING DRIVEWAY TO BE ABANDONED. / ^�b ?091 000'� A/ \ ryeryry � o /10, I \ \ I \\ e I &HANGAR 30' ry^ I ARROWS DESIGNATE 3,600 S.F. FOOTPRINT + REQ'D. SETBACK Q F.F ELEV. = 33.63 GRADING/DRAINAGE , Q FLOW, TYP. + PROPOSED SEPTIC TANK EDGE OF POND ryal 900 GALLONS. 350' ^Ary ry9t, I POND BLDG. SETBACK TO PROPERTX LINE ^i------ l 320' C.O. -31.5' rye. BLDG. SETBACK TO R.O.W. C.O. 1 1/4"O PVC WATER LINE TO \\ ELEC. L - - - - - J 4" PVC SANITARY METER EXISTING WELL. \ ARROWS DESIGNATE LINE TO SEPTIC TANK. Y u be EXISTING WELL PUMP TO BE 12' GRADING/DRAINAGE PROPOSED DRAIN FIELD% a RELOCATED, SEE PLUMBING PLAN. \ U.E. FLOW, TYP. 750 S.F. W/ 1.5 TIMES ry +rye + AVAILABLE AREA = 1,125 S.F. e0 w \ � EXISTING ELEC. SERVICE/METER TO BE +ry o rye eb�-RELOCATED, SEE ELECTRICAL PLAN_ EXISTING ELEC. TRANSFORMER / VI� d Q TO REMAIN, CONFIRM W/ FPL. / o,- -� - N 00°32'21 "W(C) 0 69.00'(P)(M) "Q - - rh H EXISTING PILE OF FILL� TO BE SPREAD ON SITE. h ry9^b ry / +�ryA 9 ry^0 + o rp, ryb + ryo + 4' x 4' CONC.---� 270' DOOR STOOP. PROPOSED RESIDENCE 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, DRIVEWAY CULVERT &N MITERED END SECTIONS PER ST. LUCIE COUNTY REQUIREMENTS. I I 3I N "I WI I b�+ rye' I h ryeh I 50' REQ'D.SETBACK rye• rye12' UTILITY EASEMENT TFND.I.B.& C. 12' UTILITY ry200 AMP 120/240V READABLE EASEMENT ERVICE TO EX ST. PADSMOUNTED ryA^ eo 'Tx'. VERIFY W/ FPL REP. od° + +9 +e e° SITE PLAN LOT 97 VACANT NO EXISTING WELLS OR SEPTIC SYSTEMS PRESENT. UNDERGROUND UTILITY SERVICES: 1. PROVIDE PHONE U.G. SERVICE VERIFY W/ AT&T REP. 2. PROVIDE CABLE U.G. SERVICE VERIFY W/ CABLE REP. SCALE., 1" = 30'-0" a`' I I BENCHMARK FND.N&D LB 6018 ELEVATION 28.75' 30' .N&D 6018 0. w REVISIONS: No: DATE COMMENTS 0 0 05-17-17 PERMIT REV. 0 U Z W F U W F- I U Q LU W F Cc LL W a Z 0 O Q co N Z �0 Q W QM� 0 ©7 �0 �•. Qcp� 6 V) Lz LLJ �� W �Oft PC �U U Q Qc 0 W o G LL oC cc, o O 'J �> a , �U oOC>Q?0 Li a 00` 0 F� m OJ J W O W 1% ;, .. W 00 Li I g i 00 N F Q 000 0 �w io W C L�Lr) -0 xy 4- J 0 �o L Q % SL LU D FWmv CD Q L m 0ro ,3 a >.2 O L `0 0 LL U • U vLZ Ol V - @ � W LL m 1 s O U W �U Q / _... 0 W i �r LL O W 0 O F}- ,� w ` ! LU o a w Job Number: Drawn By: rss v) Date: 01-27-17 Sheet Nuumb''err Z 'Y CALL 48 HOURS BEFORE YOU DIG ( • ��� 1 IN FLORIDA 1-800-432-4770 IT'S THE LAW SUNSHINE STATE ONE CALL OF FLORIDA, INC. �' - 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 APPLIES TO A TYPE IIB CONSTRUCTION. 21 ALL WINDOWS AND DOORS SHALL BE CAULKED AND 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 OF STRUCTURAL OR NON-STRUCTURAL MEMBERS CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH DURING CONSTRUCTION. STUD, AS PER CODE. 25. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP SLABS ON VAPOR BARRIER - 3/ 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. S. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED. PROVIDE 27 DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN AN APPROVED MOISTURE VAPOR BARRIER BE ACCORDANCE WITH "THE MANUAL OF STANDARD THE CONCRETE OR OTHER CEMENTITOUS MATERIALS PRACTICE FOR REINFORCED CONCRETE AND THE WOOD AS REQUIRED PER APPLICABLE CODE. CONSTRUCTION" AS PUBLISHED BY THE CONCRETE 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 3. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION VERTICAL BARS ABOVE. OF ANY CABINETRY OR MILLWORK. 29. VERTICAL CELLS FOR MASONRY TO BE GROUTED 3. ALL WORK BY ALL TRADES TO BE COMPLETED IN SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO 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. J. 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 1. USE'!' BEAD OR METAL CORNER BEAD AT ALL LOCATIONS FACE LAB 30 BAR DIA. MIN. WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL, 32. STRUCTURAL WOOD AND TIMBER FRAMING SHALL 2. 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. 3. 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) 1. 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 i. 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 i. BUILDER SHALL VERIFY ALL DIMENSIONS AND 5.0 SQ. FT. IN AREA MIN. THE BOTTOM OF THE CONDITIONS AT JOBSITE PRIOR TO STARTING ANY OPENING SHALL NOT BE MORE THAN 44" ABOVE THE 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 Q 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. 7. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, 37. AL BATH OM F ORS D BASES SHALL CONTCT 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. 3. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 3. 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. 5. 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 REQ'D. 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. F-ENGINEERED BUILDING NOTES: 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: < 450 INSULATION: FLAME -SPREAD INDEX: 5 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: 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. CA N in 0 in N N 2 O DS o DS r M m OVERHEAD DOOR JAMBS: 8"X4"X10GA. 'C' CHANNELS, TYPICAL. FUTURE 10' W. X 14. H. OVERHEAD DOOR, PROVIDE STD. GIRTS WITH BOLT -ON CLIPS & FULL HEIGHT WALL PANELS. OVERHEAD DOOR JAMBS: 8"X4"X10GA. 'C' CHANNELS, TYPICAL. 24'-10" 3 2X4 P.T. WD STUD BEARING WALL. (SHOWN HATCHED). (VERIFY EXACT OPENING REQ. W/ DOOR MFR.) 1-HR RATED FIRE BARRIER PER UL NO. U419. 0 w io in VIDE SIGN OR LETTERING QCFOR FIRE RATED BARRIERPER4 FBC 703.7. 0 W H r 4„ ELEC. PANEL T ZL FIRE RATED BARRIER/WALL- SHALL EXTEND TO EXTERIOR BUILDING LINE. I49Q9J ELEC.- METER 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. C24 DE SIGN OR LETTERING - HANGAR IRE RATED BARRIER PER 101 FBC 703.7. 1-HR RATED FIRE BARRIER ]_ PER UL NO. U419. 3 1/2" (R-11) BATT. INSUL.- FULL HT., TYP. ALL STUD WALLS, THROUGHOUT LIVING AREA. PROVIDE 5/8" GYP. BD. CEILINGS THROUGHOUT LIVING AREA. HS 4" T-0" 4" Q 60 MIN. RATED DOOR. 1-HR RATED 80 HEADER T-10" 4" 2'-6" 4"- cl BATHROOM v 103 i METAL BLDG. MFR. SHALL INCLUDE WALL PANELS & TRIM FOR HANGAR DOOR. FIRE RATED BARRIER/WALL- SHALL EXTEND TO EXTERIOR BUILDING LINE. PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER 2014 FBC 703.7. 14'-10" 5'-0" HB L Ii�li • � ■ImIls 0 GREAT ROOM 108 2 4" 18'-0" T-0" 6" �4" 13' o HALL in 106 av I 1'-4" QF_ 4" 7,-0„ SH L - - -- 104 -v WATER TREATMENT-3i.O� HB SYSTEM, CONFIRM O W/OWNER. � 00 WELL PUMP 20'-0" 2X4 P.T. WD STUD o BEARING WALL. (SHOWN HATCHED). in 1 A-5 2X4 P.T. WD STUD rBEARING WALL. (SHOWN HATCHED). CU-1 I v A1.�1 1 C 2 A-5 0 N FLOOR PLAN SCALE: 1/4" = Y-0" DS 2 A-8 DS LINE OF 8" SKIRT 1 WALL ABOVE. A 9 B/ = 9'-6" 0 m - - - - - - - - - - - 1 HI - $" I -�-He I o LAUNDRY 109 I CONC. SLAB-�I o o F _.% o I � � I I I I 2 8" I A-9 I o - I"M N DS COVERED I PORCH I N I I I 1 I A-8 I I z I I q I I I CONC. SLAB-, 3 I DS o I q 113, LINE OFSKIRT A A-9 WALL ABOVE VE. B/ = 9'-6" 10'-0" OPEN LEAN-TO D E d W REVISIONS: No: DATE COMMENTS 0 1Q 05-17-17 PERMIT REV. 0 U Z W 7 F U W 1- 2 O Q W Cc 0 15 LL LL a 0 O�00/�0 ft rlqlif 0 Q W 15 Q z�C°o� �•., � cc � LA�3 LJ Q %W W ~ �� O pO� WO�oULL OC qc:t Quo 1 0 , U o4Ca?0 LU cc Z LU I• m OJ J W �00 00 W e0e0 1.0 N - F u5 Q 00 0 *k ,.., W N Ln � a a 0 Q Q LW � F 0 m 0 > OC `00 U_U U vsZ • is u - LL N W = m� ' 7 F 0 U W 2 U C� w O L F Q ` I- a1 o LL Z/Q 4 W DE I w 0 LL a W Job Number: 2 F Drawn By: rss N Date: 01-27-17 Sheet Number Z A15COPY 1 -F MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR E] WALL PANELS METAL T.B.D. © ROOF PANELS METAL T.B.D. © EAVE/RAKE TRIM METAL T.B.D. GUTTER METAL T.B.D. ❑E DOWNSPOUT METAL T.B.D. HOLLOW METAL DOOR/FRAME HOLLOW METAL T.B.D. FRENCH DOOR FRAME/GLASS VINYL 1 GLASS T.B.D. T.B.D. IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. OPENING DESIGN PRESSURE CHARTQ OPENING #O OPENING TYPE EXP. ZONE OPENING SIZE(IN CHES) IMPACT RATED SHUTTER RECID. APPROVED PRESSURE AREQUIREDMARK WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF 1 FRENCH DOOR B 5 76 98 Y N +70.0 -70.0 2 FRENCH DOOR B 4 76 98 Y N +70.0 -70.0 3 H.M. DOOR B 5 40 82 Y N +75.0 75.0 1 +35.6 1 -46.3 PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES METAL ROOF PANELS UNITED STRUCTURES OF AMERICA FL. APPROVAL 2774.5 12-31-19 METAL WALL PANELS UNITED STRUCTURES OF AMERICA FL. APPROVAL 10690.2 01-28-17 HOLLOW METAL DOOR VISION HOLLOW METAL, LTD. N.O.A. 14-0513.03 07-14-20 FRENCH DOOR PGT INDUSTRIES 1 N.O.A. 16-0126.04 01-23-19 _23.-6" RIDGE Y DESIGN CRITERIA I 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 E D A 12 12 C 31 � �� Q3 C / ----- 16'-0" `f LOW EAVE 12 3 r 14'-1 1/�2" HANGAR DOOR HEADER +' w M I I i I FA] 50' W. X 14' H. HYDRAULIC HANGAR DOOR SY POWERLIFT HYDRAULIC DOORS. REFER TO SHOP DRAWINGS & SUBMITTALS FOR ENGINEERING. EAST ELEVATION WEST ELEVATION SCALE: 1/4" = Y-0" SCALE: 1/4" = Y-O" wvv rvIuN I Ur HANbAK T 0 0. w REVISIONS: No: DATE COMMENTS 0 1Q OS-17-17 PERMIT REV. a. 0 U Z w F U w F _ U Q Q W cic 0 45 W cic O Q 00 N Q d.0 �LI Q "'' Z�U I- Q Wc1c0 CIC mil 4;: v��ZU U o�Coo° U. �C cc �o V 4 Z ; �U LU ��Q?o ccc a 0) ILI m OJ J i V) w o 00 c� �w 00 W N = � OF Q w p A W F �Lr)_ } L a J } 0 Ul H� 0 O Z firQ Q �IU o�v L rn 0 m a, a > O 00 LLU �-':�Z v a W m ' L N aU w U Q O w aoLL 0 O )" Z!Q a w 0 LL w Job Number: F Drawn By: rss � Date: 01-27-17 Sheet Number Z FILUOV! I r) ■ MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR E WALL PANELS METAL T.B.D. © ROOF PANELS METAL T.B.D. © EAVE/RAKE TRIM METAL T.B.D. GUTTER METAL T.B.D. DOWNSPOUT METAL T.B.D. ❑E HOLLOW METAL DOOR/FRAME METALOW T.B.D. G❑ FRENCH DOOR FRAME/GLASS VINYL 1 GLASS T.B.D. T.B.D. IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. Ili OPENING DESIGN PRESSURE CHARTQ OPENING MARK® OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER RE 'D. APPROVED PRESSURE REQUIRED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF (-)PSF 1 FRENCH DOOR B 5 76 98 Y N +70.0 -70.0 +33.7 -42.5 2 FRENCH DOOR B 4 76 98 Y N +70.0 70.0 +33.7 -36.9 3 H.M. DOOR B 5 40 82 Y N +75.0 -75.0 +35.6 -46.3 PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. ROOF PANELS UNITED STRUCTURES OFAMERICA FL. APPROVAL 2774.5 METAL WALL PANELS UNITED STRUCTURES OF AMERICA FL. APPROVAL 10690.2HOLLOW JEXPIRESMETAL METAL DOOR VISION HOLLOW METAL, LTD. N.O.A. 14-0513.03 FRENCH DOOR PGTINDUSTRIES 1 N.OA.16-0126.04 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 23'-6" RIDGE 16�'-0" � LOW EAVE 0' -0" LIVING AREA FINISH FLOOR 'r HIGH POINT OF HANGAR NORTH ELEVATION SCALE: 114" = V-0" 1 2 T 4 I I - 2�3'-6" `�' RIDGE � 11_�'-6" _ q CANOPY L/ EAVE 9,_0 �' B/SKIRT WALL —L _ �8'1 0" HEADER 0' -0" _ _ LIVING AREA FINISH FLOOR HIGH POINT OF HANGAR SOUTH ?3'-6" 2DGE Y 16'-00"" EAVE 4 -0'-4" GAR w REVISIONS: Qa, No: DATE COMMENTS 0 1Q 05-17-17 PERMIT REV. a 0 U Z w f- U w F I U Q `i F LL a o dc O aC 00 N d.0 QWQM� z ,C ° o =cc 0 _CJC °e L z W w U c1czU W 0 o pr � ° N WO�QU. °� °c�oOc=0 �U o Qc 0o a�?L#l� 00 0 0) Z I_ m O J J J I W 0 00 C� v 00 w 00 00 "Dj N 70 C'� � l/l Q 00 #�w cu k.0� vL= O 0 ° Z O Q QLU L "' 0 re) >�� O 00 �LZ • U o, ro - cw cu ' E F O co to 2 W �U - 0: Q �W W 7 O L. �'�0 �; 0 ? (1 m z' Q w ' w 0 a w Job Number: _ Drawn By: rss Date: 01-27-17 Sheet N mlyTo Z 0 SCALE. - - - - - - - - - - - - - - — - - - SCALE. 114" = 1._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: ±0.18 IMPORTANCE FACTOR: 1.00 THE PRE-ENGINEERED STEEL BUILDING SHALL BE ENGINEERED & SUPPLIED BY A METAL BUILDING COMPANY. PROVIDE BLDG. MFRS. SIGNED & SEALED SHOP DRAWINGS FOR PERMIT, REVIEW & APPROVAL. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REVIEW & VERIFY SHOP DRAWINGS FOR ACCURACY, FOR CONFLICTS, LAYOUTS, DETAILS, & AGAINST EXISTING CONDITIONS. ONCE FINAL ENGINEERING & REACTIONS ARE PROVIDED, IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY PROPER FOOTING SIZES. ANY CONFLICTS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. I ROOF PLAN KEY NOTES ROOF FINISH NOTES: 10 METAL ROOF PANEL PER METAL BLDG. MFR., 26 GAUGE'PBR' PANEL. 02 RIDGE FLASHING PER METAL BLDG. MFR. 31 RAKE TRIM PER METAL BLDG. MFR. ® GUTTER PER METAL BLDG. MFR. 05 DOWNSPOUT PER METAL BLDG. MFR. ROOF FRAMING: © STEEL MAINFRAME RAFTER PER MTL. BLDG. MFR. 7� STEEL MAINFRAME COLUMN PER MTL. BLDG. MFR. ® STEEL ENDWALL COLUMN PER MTL. BLDG. MFR. 9� EAVE STRUT PER METAL BLDG. MFR. 10 ROOF PURLINS, SPACING PER METAL BLDG. MFR. 11 STEEL LEAN-TO FRAME PER METAL BLDG. MFR. (H V a / — 1 16'-0-0" _ L/ EAVE A16'-0" _ L/ EAVE 16'-0" Q� TO�23'-6" RAKE VAI ROOF PLAN/ ROOF FRAMING PLAN 16'-0" O REVISIONS: No: DATE COMMENTS 1Q 05-17-17 PERMIT REV. Q Ln a':svaev _ C Ln V G e Q C) d L M M N > -a O L L O L LL U +s • LL ' --3 7 co EE O In d N �W n`l.t0� 000 < w LL Job Number: Drawn By: rss Date: 01 27 17 Sh,�etr SCALE: 1/4" = 1'-0" ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLG. HT. REMARKS W W K w w � w U Z Q J O z Z ~ t] Z U Q a Z Q O Z _ Q O Ll O W O Uz W = = m se O O z O O O O " N a > z cc M � Z 3 O Z Z O w > > l7 ]e 101 HANGAR • • - 1 4 - 1 4 N/A 102 WATER CLOSET • • 2 2 2 2 • 9'-0" 103 MASTER BATHROOM • • 2 2 2 2 • 9'-0" 104 SHOWER • • 3 3 3 3 • 9'-0" CEMENT BOARD @ SHOWER 105 CLOSET • • 1 1 1 1 • 9'-0" 106 1 HALL • • 1 1 1 1 1 1 • 9'-0" 107 BEDROOM • • 1 1 1 1 1 1 • 9'-0" 108 GREAT ROOM • • 1 1 1 1 • 9'-0" 109 LAUNDRY • • 1 1 1 • 9'-0.. WALL FINISH NOTES: 1. TYPICAL DRYWALL, LIGHT 'ORANGE PEEL' TEXTURE, PAINTED. 2. MOISTURE RESISTANT DRYWALL, LT. 'ORANGE PEEL' TEXTURE, PAINTED. 3. TUB/SHOWER: FULL HEIGHT TILE OVER 1/2" CEMENT BACKER BOARD. 4. EXPOSED METAL BUILDING. DOOR SCHEDULE ROOM NAME J SIZE HARDWARE J REMARKS LU Of J Ld ~ [C a to tJ OLf)0 m _j !be_j G' ~ O a LLLI z Q W F— W F— 0 Z) ~ O Of EL O LU c c� Y Q W \ Q J O L L K 2 Se YQ Q W W wa rQ JJ LA O a FO Z w O O O = O a O J O O 2 W 3. V 0 [) 3: V F m H = Y VZQ W 1 HANGAR101 B HM 3 7° 1-3/4" • • • • • • HwLLM 2 WATER CLOSET 102 E MA 24 8° 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 2e 8° 1-3/8" • 7 BEDROOM 107 A VI 6° 8° 1-3/4" • • • • • • VI 8 GREAT ROOM 108 A VI 6° 8° 1-3/4" • • • • • • VI 9 LAUNDRY 109 D MA 2^ 80 1-3/8" 10 NOT USED 1 DOOR MATERIAL LEGEND HM = HOLLOW METAL STL = STEEL AL = ALUMINUM FI = FIBERGLASS VI = VINYL/PVC WD = WOOD MA = MASONITE GL = GLASS SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE D 0 w SEE SCHEDULE WOOD OR METAL CEILING JOIST. SEE FRAMING PLAN. OL SEE SCHED. 'F CEILING HT. 0 W FOR JOISTS RUNNING PARALLEL TO SEE CEILING FRAMING PLAN F WALLS, PROVIDE MTL. STUDS LATERAL WOOD CEILING JOISTS FOR TYP. ANCHORS REVISIONS: BRACES @ 24" O.C. BETWEEN 2x12 WD RAFTERS/JOIST No: DATE COMMENTS 2x12 WD RAFTERS/JOIST O SEE FRAMING PLAN. @ 16" O.C. 10'-01, 11 05-17-17 PERMIT REV (L JOISTS FOR TOP WALL SUPPORT. 10'-0" 6" (R-19) BATT INSUL. TYP. THROUGHOUT CEILING 5/8" 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 PROVIDE R-11 3-1/2" BATT INS. ALL WALLS, FULL HEIGHT. 25 GA. BOTTOM TRACK BASE PER FINISH SCHEDULE. T/JOISTS �/JOISTS � X SEE CEILING FRAMING PLAN SIMPSON LSTA15 STRAP, TYP. O FOR TYP. ANCHORS 0" AT EA. SIDE OF BEAM TO STUD. U Z �g1_01 �' T/WALL �9' � T/WALL (2) 2X12 WD BEAM W/ _ 1/2" PLYWOOD SANDWICH. LU SEE SCHEDULE GLUED & NAILED. E( r CEILING HEIGHT DBL. 2X4 WD. TOP PLATE DBL. 2X4 WD. TOP PLATE SIMPSON "HIS" STUD TIE 6" (R-19) BATT INSUL. TYP. THROUGHOUT CEILING SEE PLAN SIMPSON "H6" STUD TIE I- U OR EQUAL, ADER OR EQUAL AT EACH STUD. SIMPSON 15 ST AM fYP W 5/8" DRYWALL, PAINTED AT EA. STUD B 'KNOCK -DOWN' FINISH, TYP. (2) 2X8 WD HEADER W/ I 1/2" PLYWOOD SANDWICH. SIMPSON "H6" STUD TIE U GLUED & NAILED. OR EQUAL Ai EACH STUD. DOUBLE 2X4 TOP PLATE Q 2X4 WOOD STUDS SIMPSON LSTA15 STRAP, TYP. @ 16" O.C. AT EA. STUD TO HEADER. Q W 5/8" GYP. BD. BOTH SIDES, LIGHT ORANGE PEEL TEXT. F PAINTED TYP 2X4 P.T. BOT. PLATE FASTEN SEE FINISH SCHEDULE W/ 5/8"0 EXP. ANCHORS PROVIDE R-11 3-1/2" 41/2" SEE PLAN 41/2" 2 X 4 WOOD STUDS E.V. WIDTH REQ'D,) W/ 3" X 1/4" WASHERS BATT INS. ALL WALLS, @ 16" O.C. @ 24" O.C. (6" MAX. END). FULL HEIGHT. (2) 2 X 4 STUDS MIN, 6" EMBED. INTO CONC. EACH JAMB/SIDE. SIMPSON "H8" STUD TIE OR EQUAL, AT EA. STUD. BASE PER FINISH SCHEDULE. SIMPSON "H8" STUD TIE OR EQUAL AT EACH STUD. �� 0'-0-0, FLOOR PER FINISH SCHEDULE. 0,_0� FLOOR PER FINISH SCHEDULE, 2 X 4 P.T. BOT. PLATE *' FlN. FLOOR `r FIN. FLOOR 41/2" SEE PLAN 3 1/2" (F.V. WIDTH REQ'D.) NOTE: THIS WALL RUNS Q � PERPENDICULAR TO OPPOSITE BEARING WALL AND BEAM. a Z (3) 2 X 4 STUDS � A O EACH JAMB/SIDE, SIMPSON "H8" STUD TIE O M1 K/ N OR EQUAL AT EACH STUD. �Z 0P) � 2 X 4 P.T. BOT. PLATE V O Q QM� TYP. INTERIOR NON -BEARING TYP. INTERIOR BEARING FIN. FLOOR FIN. FLOOR METAL STUD WALL SECTION 2 WOOD STUD WALL SECTION 3 INT. BEARING WALL OPENING ELEVATION / DETAIL 4 CEILING FRAMING BEAM ELEVATION / DETAIL Z V A-5 SCALE: 1" = Y-0" A_5 SCALE: 1" = Y-0" A-5 SCALE: 3/4" = 1'-0" A_5 SCALE: 3/4" = 1'-0"�IIIIIIIIIIIZ Wj cc OI NON BEARING WALL ABOVE 10'4' Q 1 O 3-5/8" X 20 GA. MTL. STUDS @ 1 ►J > CONT. DRYWALL 16" O.C. W/ 5/8" TYPE'X' DRYWALL rr ww 2X12 WOOD RAFTERS BOTH SIDES. v l Z @ 16" O.C., SEE PLAN ` �t ' FOR LAYOUT. 0'_ _ $` ( W T T/ DBL. TOP PLATE ► �./ C PROVIDE SIGN OR LETTERING Z � z U IE BEARING WALL BELOW 10'-0" FOR FIRE RATED BARRIER PER ` O 91_011 2X4 WOOD STUDS @ 16" O.C., 2014 FBC 703.7. 1 � �' B/ JOIST DOUBLE TOP PLATE W/ 5/8" TYPE X- DRYWALL, BOTH SIDES, UD 0 WALL W/ S/8'TTYPE 'X' 5/8" DRYWALL CEILING, TYP. SIMPSON "LUS210" HANGER AT EACH FASTEN RIM JOIST TO BEARING WALL THRU DRYWALL, FULL HEIGHT. O W RAFTER TO RIM JOIST CONNECTION W/ 1 S'-4" TYPE'X' DRYWALL TO TOP PLATE/STUDS W/ 18'-6" 8^ (8) 10d NAILS TO RIM JOIST & � � Cc O (1) SDS SCREW 1/4"0 X 4-1/2" TO DBL. TOP PLATE (4) 10d NAILS TO CEILING RAFTER Q V Z > TYP. AT 2X12 FRAMED AREAS. @ 8" O.C. & (2) SDS SCREWS 1/4"0 X 4-1/2" AT 1-HR RATED 8 EACH STUD. 1 � . 1 Y CEILING FRAMING DETAIL - - - - - __ - -i - WALL TOEXTENDTO O • , I,-0 A-5 SCALE: 3/4" = 1'-0" SEE SCHEDULE I w I w 0 N I I I I EXTERIOR DOUBLE FRENCH DOOR EXTERIOR HOLLOW METAL, FLUSH INTERIOR MDF HOLLOW CORE MASONITE HOLLOW CORE MASONITE VINYL, IMPACT -RATED IMPACT -RATED PRE-HUNG/SWING, FLUSH, PRE-HUNG/SWING, FLUSH, POCKET DOOR/FRAME, FLUSH, N.O.A. # 16-0126.04 N.O.A. # 14-0513.03 SELF -CLOSING, 60-MIN FIRE -RATED WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE A O C O O DOOR TYPES DOOR MFR. TO SUBMIT SHOP — DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. EXTERIOR STD. METAL BLDG. TRIM 1" MASTIC 1" MASTIC METAL WALL PANEL. INTERIORJA � tUitl o 1/2" MIN. THRESHOLD S1 ANCHOR IN SEALANT, EMBED. TYP. CAULK JOINT 1/4" MAX. SHOVIDE P.T. WOOD BS NECESSARY, VW/ PRODUCT APLS. 2X6 P.T. WD. BINSIDE MTL. BLDG.'C' CHANHRU-BOLT TO CHANNEL 0 CARRIAGEBOLTS @ 8" O.GGERED. 'WOOD (R-7.0) FI-FOIL VR PLUS SHIELD RETURNASINGS, 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 PERIMETER, 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 1/4" MAX. SHIMS, VERIFY 8" GIRTS PER MTL. BLDG. MFR. W/ PRODUCT APPROVAL. 8" CEE CHANNEL, TYP. @ 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" = 17 GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. N.T.S — METAL WALL PANEL. %Rift �ftftft O PROVIDE SIGN OR LETTERING — . — . — . FOR FIRE RATED BARRIER PER [� ` j 2014 FBC 703.7. \ w , 3-5/8" MTL. STUDLU m WALL W/ 5/8" TYPE 'X' O N DRYWALL, FULL HEIGHT. J 0 of _ J SIMPSON "LUS210" HANGER AT EACH = o V) RAFTER TO RIM JOIST CONNECTION W/ N W (8) 10d NAILS TO RIM JOIST & O 0c) i� (4) 10d NAILS TO CEILING RAFTER TYP. AT 2X12 FRAMED AREAS. — 00 r\j H FASTEN RIM JOIST TO BEARING WALL THRU # 0 TYPE'X' DRYWALL TO TOP PLATE/STUDS W/\\\JA(2) 2x8 LAM. WDLi (1) SDS SCREW 1/4"0 X 4-1/2" TO DBL, TOP PLATE HEADER/OPENING 3 ^ N8" O.C. & (2) SDS SCREWS 1/4"0 X 4-1/2" ATIN BEARING WALL A-5 A s — — t�' r c L I EACH STUD, SEE DETAIL3/A-5 „__ J a � TYP. OF (4) 4, 4=4„ (L 1-HR RATED ,,,o d 2X8 20 GA. MTL. O 2X4 WD STUD BEARING r FRAMING @ 16" O.C. "'" U WALL TO IU-°° I o — ..... ,,; L V1 cd 9 rnvi aiu. 3-5/8" MTL STUD WALL— FULLIJ I I I —� HEIGHT, ABOVE DECK. _ 2X4 WD STUD BEARING » Z WALLS TO 9'4% O Q (2) 2x12 LAM, WD BEAM —t 0 FLUSH W/ JOIST, TO — . — W -",, — —� Q H SPAN BEARING WALLS p p Q SEE DETAIL 4/A-5, TYP. (1). � � u a, 2X12 BRIDGING, I 4 -_ -1" ' ° x uA18 L m O STAGGERED. D zh—— — A 5 — —I 1 � -a O o oO 2X12 WOOD RAFTERS x �„ ; ��:I J I I I I I I I LL U @ 16" O.C. L C? a t Z .. . . . .. ... N x ¢ • LL a)� t 1 2X12 WOOD RAFTERS 0 M U x . '� ( @ 16" O.C. to a w PROVIDE SIGN OR LETTERING N 2 WOOD CASINGS, TYP. FOR FIRE RATED BARRIER PER CONFIRM MATERIAL & 2014 FBC 703.7. U ro K PROFILES W/ OWNER. Q 5/8" GYP. BD. BOTH SIDES, PAINTED. Li 2X4 WD STUD BEARING 3/4" PLYWOOD DECK ,o IL WALL BELOW. FRAMING SHALL AVOID 30" L. X 24" W. ACCESS `oho O WALL TO EXTEND TO SCUTTLE, VERFIY PLACEMENT O e0 ) STEEL COLUMNS, I n 0,'� METAL WALL PANEL. TYP. (3) LOCATIONS. W/OWNER, IN FIELD. Z:`Q � SIMPSON HGA10"TIE ATCONNECTION N a RIM JOIST TO TOP PLATE AT 32" O.C. W/ Nl,�> 1 w O CAULK � � � � (4) SDS SCREWS 1/4"0 X 1-1/2" TO JOIST & _... 3-5/8" X 25 GA. METAL OR (4) SDS SCREWS 1/4"0 X 3" TO DBL. TOP PLATE A-7 W DOOR R.O. 2X4 WD STUDS @ 16" O.C. TYP. AT PERIMETER OF 2X12 FRAMED AREA. 1 ob Number: I VERIFY W/ MFR. 2 X 4 WOOD BLOCKING Drawn B ss F Y V1 Date: 01-27-17 � PROVIDE 5" DOOR RETURNS WHERE FCE1LiNGq=FRAM1NG PLAN Z POSSIBLE TYP., 4" MIN. REQUIRED. Sheet Number INTERIOR DOOR JAMB SCALE: 1/4" = 1'-0" A-5 SCALE: 3" = Y-0" ^•:' Q CAULK — SHIMS PRE -HUNG — WOOD JAMB CAULK WOOD STOP 1 -1'0�23'-6" � RIDGE — -- — -- n 4 I 23' S! RIDGE - — - - - � — — — — — — — — — — — — — — — — — — — — — — — - it 2 A LOW EAVE I— — 1 l4 l"T/ ZDECK I--- 9'_4„ CEILING _ 0, 0, FINISH FLOOR r 0 F REVISIONS: � No: DATE COMMENTS 0 1Q 05-17-17 PERMIT REV. 0 Z w F U w f- I U Q Q w F 0 LL a o cr CC O Q co < L 0 QWQM� z�C°WAN o� cc p � W Q`Ln L z Q�.w U���U W 0 Qoo W O U LL oc cc LW Ul va O O �0 O � Q?o w � �. L 0 C1 z � w m O J J I In W O 00 :� 00 � W 00 N I a, m; Q 0000 0 k W wry Lnn I mr�pm iivn. — z; O �rxxasxare O Q Q LU LU O Q m0 m > cc O L o0 L- U �ZZ • U a, u - U w LL / L j E F o U t/1 W F- N jI �>U Q t \�W W ' O LL (� 'ni 0 0 to 0 i� e z?a w 0 LL a w Job Number: _ F Drawn By: rss � Date: 01-27-17 Sheet Number Z FlI.L�CO� II � SCALE., 318" = 1'-0 � 23'-6" �' RIDGE SHEETING ANGLE STANDARD RAKE TRIM 1 c, n„ Tn no, c.- �, - - - - - - -- 26 GA. MTL.'PBR' ROOF � � PANEL ON ROOF PURLINS. \ --------------------------- ll ------------------ ----- DRYWALL MUST BE PUSHED TIGHT AGAINST INSULATION/METAL ROOF. _�-_-- RAKEVARIES �`_.' ---- - -- - ---- ----- ----------,--- -- - Y - - - I° °I CLOSURE, TYP. NOTCH DRYWALL AROUND 8" STEEL ROOF PURLINS TIGHT PURLINS & FIRE CAULK ENDWALL RAFTER, (REFER TO MTL. BLDG. AS REQ'D. TYP. BOTH SIDES. PER MTL. BLDG. MFR. SHOP DWGS. FOR SPACING) PROVIDE UL LISTED 1-HR. FIRE 4" (R-13) WHITE VINYLFACED S AFING INSULATION AS REQ'D. VRR PLUS INSULATION..TYP. AT FIELD VERIFY CONDITIONS. ROOF & EXTERIOR WALLS. 20 GA. TOP TRACK FASTEN TO PURLINS W/ HILTI'X-S' ANCHORS. MAINFRAME RAFTER 4" (R-13) WHITE VINYL -FACED VRR PLUS INSULATION. TYP. AT ROOF & EXTERIOR WALLS. OPEN CEILING AREA PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER 2014 FBC 703.7. 1-HOUR RATING MIN. PER UL NO. U419. ENDWALL COLUMN, BYPASS CONDITION, 3-5/8" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE'X' DRYWALL, - BOTH SIDES, PAINTED. CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 5/8" DRYWALL LID, SEE CEILING FRAMING PLAN FOR LOCATIONS. Oil 91 _' I = B/JOITT CEILING 2X12 WOOD RAFTERS @ 16" O.C. DOUBLE 2X4 TOP PLATE DOUBLE 2X4 TOP PLATE 2X8 20 GA. MTL. FRAMING @ 16" O.C. SEE CEILING FRAMING PLAN SEE CEILING FRAMING PLAN DOUBLE 2X4 TOP PLATE FOR LAYOUT AND DETAILS. 8 FOR LAYOUT AND DETAILS. 1 6.. (R-19) BATT. INSUL. - - HEADER 6" (R-19) BATT. INSUL. TYP. AT ALL CEILINGS. DOUBLE 2X8 WD HEADER, TYP. AT ALL CEILINGS. 5/8" DRYWALL CEILING, TYP. SEE DETAIL 3/A-5. 5/8" DRYWALL CEILING, TYP. CONFIRM FINISH/TEXTURE CONFIRM FINISH/TEXTURE W/OWNER, TYP. W/ OWNER, TYP. 1-HOUR RATING MIN. WOOD BEARING WALL: WOOD BEARING WALL: FRAMED OPENING. 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 O HANGAR 26 GA. MT ' WALL CONFIRM FINISH/TEXTURE CONFIRM FINISH/TEXTURE 3 1/2" R-11 BATT. INSUL. PANEL ON WALL GIRTS. WALL 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/ 5/8' PO 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/AA @ 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. HILTI'X-U' ANCHORS. STANDARD BASE ANGLE FLAT SHEET REINF. 6" CONCRETE SLAB V & BASE TRIM. SEE FINISH SCHEDULES SEE FINISH SCHEDULES SEE FINISH SCHEDULES 6X6 W2.1 X W2.1 WIN FOR BASE TYP. d FOR BASE TYP. FOR BASE TYP. FLAT SHEET REINF. �0'-0" — — � n. P d a a%�% FINISH FLOOR < d ° >6 —%—x -z—x =pax x= a n ° x—x—x—x—ofr--gar—sx—%�—x— - n. m % %_%— %--ac—i : �—° x--r % d —x—x—x z--x—e—' z—k—a—x=x— x x—x—x—� % % %�"a'.d— d x—a--x—x x z—x—x�%— �— L %° "1i—%e��%—X �x.�%°--X— % a��x �x ° ° d ° A e — �� 4 ° a — ° ad GRADE a 4 ° da-2— - / a / SECTION - LOOKING NORTH SEE FOOTING SCHEDULE FOR SIZE & REINFORCEMENT. r SEE FOOTING SCHEDULE FOR SIZE & REINFORCEMENT. — — — — 6 w F REVISIONS: No: DATE COMMENTS 0 1Q 05-17-17 PERMIT REV. 0 U z W 71 I- U LU W F- 0 LL cc o Qc O Q00N (3)0 44rt 0 Q W QM� ® O 2 \ 0 �p� 06 Ln LL z W, Q Q�.w Z U ®pc®®o Lij LL cc LW 0 L Z �a ® •uj ®moo Qft QZo cc 0�y0 "O ` l Z Ld 1�° m ® J J W O W 0� V c0 W ON 70 00 N 2 = � N 00 " c LU � 2 u Of � 0 kID hri.»zssri L in 0 O Z Q 0 LU Q M L M0 >� "00 LLU a� Z • U _� � W L.L m C � EF NaU w rq 3� V Q ~ Q J W 1�( F LL IMI �� 0too F � ZQ� W � , a /LU " 0 a W Job Number: F Drawn By: rss V) Date: 01-27-17 0 Sheet Number Z FIl�O!� 0 SCALE: 3/4" = Y-0" El 0 L�16' -0" —/ SAVE — — STANDARD GUTT EAVESTRUT PRE -FABRICATED DOWNSPOUT A 8" STEEL WALL GIRTS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 26 GA. MTL.'PBR' WALL — PANEL ON WALL GIRTS. Q� 9'_0il B/ JOIST CEILING 26 GA. MTL.'PBR' WALL — PANEL ON WALL GIRTS. 8" STEEL WALL GIRTS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 26 GA. MTL. 'PBR' ROOF 12 PANEL ON ROOF PURLINS. 3 E:� B" STEEL ROOF PURLINS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 4" (R-13) WHITE VINYL -FACED VRR PLUS INSULATION. TYP. AT ROOF & EXTERIOR WALLS. WD. OR'L' MTL. NAILER. 6" (R-19) BATT. INSUL.- TYP. AT ALL CEILINGS. 5/8" DRYWALL, PAINTED ON 1-5/8" METAL FURRING @ 16" O.0 W/ FI-FOIL VR PLUS SHIELD (R-7.0) REFLECTIVE INSULATION. CONFIRM FINISH/TEXTURE W/ OWNER, TYP. BOXED -IN COLUMN BEYOND. 4" (R-13) WHITE VINYL -FACED VRR PLUS INSULATION. TYP. AT I � I ALL EXT. METAL BLDG. WALLS. -2X12 WOOD RAFTERS @ 16" O.C. SEE CEILING FRAMING PLAN FOR LAYOUT AND DETAILS. -5/8" DRYWALL CEILING, TYP. CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 1 X 3 P.T. WD NAILER, TYP. SEE FINISH SCHEDULES FOR FLOORING TYP. SEE FINISH SCHEDULES STANDARD BASE ANGLE FOR BASE TYP, 4" CONCRETE SLAB W/ \\, & BASE TRIM. 0'-0' FINISH T COO R 4,x x d d 4� � d y d 9 ° a / 6X6 W2.1 X W2.1 WMM / i FLAT SHEET REINF. ��a max.-a-x=z.—z.-A—.z=x�%—z._ SEE FOOTING SCHEDULE FOR SIZE & REINFORCEMENT. 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED SOIL, 1 LOW EAVE WALL SECTION AT LIVING AREA A-8 SCALE: 3/4" _ A D 16' 0" L- STANDARD GUTTER— EAVE STRUT PRE -FABRICATED DOWNSPOUT 26 GA. MTL, 'PBR'WALL— PANEL ON WALL GIRTS. 8" STEEL WALL GIRTS— (REFER TO MTL. BLDG, SHOP DWP,R, FOR SPACING) CONCRETE CURB AT HANGAR. TAPERS FROM 0" H. TO 4" H. STANDARD BASE ANGLE 26 GA. MTL.'PBR' ROOF 12 PANEL ON ROOF PURLINS. 3 8" STEEL ROOF PURLINS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 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. & BASE TRIM, 6" CONCRETE SLAB W/ 6X6 W2.1 X W2.1 WMM �0�'-0" FLAT SHEET REINF. T/CURB 0 -x x, d° — GRADE ° / d� °, d o ° d / 0'=0" TO -0'-4" HANGAR FLOOR Y VARIES 6 MIL VAPOR BARRIER ° ° ° ° ° / OVER TERMITE TREATED SEE FOUNDATION PLAN FOR COL. ANCHOR BOLTS PER COMPACTED SOIL. SIZES & REINFORCEMENT. MTL. BLDG. SHOP DWGS. 2 LOW EAVE WALL SECTION AT HANGAR AREA A-8 3/4" = Y-0" 0 W REVISIONS: No: DATE COMMENTS 0 4 1Q 05-17-17 PERMIT REV. a 1'-2" I 0 U I Z W --- ---- 23'_6" U -- - - - - - - - - - - -----RIDGES F U 26 GA. MTL. 'PBR' ROOF SHEETING ANGLE Q PANEL ON ROOF PURLINI STANDARD RAKE TRIM 16'-0" TO 23'-6" W - BAKE VARIf- J. iS / 8" STEEL ROOF PURLINS J CLOSURE, TYP. J. (REFER TO MTL. BLDG. qll� Z SHOP DWGS. FOR SPACING) C Q A 0 4" (R-13) WHITE VINYL -FACED ftft., VRR PLUS INSULATION. TYP. AT O N ROOF & EXTERIOR WALLS. LAI`+ l MAINFRAME RAFTER � ` cc M 0 O�CQ 4" (R-13) WHITE VINYL -FACED V O ] VRR PLUS INSULATION. TYP. AT 1 , , 0 ROOF &EXTERIOR WALLS. �1 Qc LWj F Z V LU 1 �`� 26 GA. MTL. PBR WALL, U 1, PANEL ON WALL GIRTS. �V z 0 0 8" STEEL WALL GIRTS (REFER TO MTL. BLDG. ,4w O SHOP DWGS. FOR SPACING) w 1 ( ' F cc � `V Lai 0 _ 1 12Q � VZ 14'-/" � r , O } �. B/ MTL. BLDG. DOOR HE ADE `_�rll a O , �0 o OCQ?' z W cc \yC6 0 ,\ Z h m OJ VI W O 00 0Y it00 W 00 to:: ot)70 ce Lh 000 LU 0) ^ F u ? b� a 03 0 U M O LU m0 \ HANGAR DOOR PER > o_ POWERLIFT HYDRAULIC DOORS 0 L REFER TO SHOP DRAWINGS LL O FOR DETAILS. Z • I d U 2 W LL CU t 26 GA. MTL. 'PBR' WALL PANELS , E �- ON HANGAR DOOR FRAME O M U fill. VERIFY DOOR FRAMING/SPACING _ N W MEETS PANEL PRODUCT APPROVALS. " F N � 2 4" (R-13) WHITE VINYL -FACED — U VRR PLUS INSULATION. Q LL 6" CONCRETE SLAB W/ 0 6X6 W2.1 X W2.1 WMM to �p FLAT SHEET REINF. t1 0 ,W -0' _AO" TO -0'-4" fa 0 HANGAR FLOOR d — _ 0' -4" \ ' W VARIES �x x' �— �9� z-- kd—.xzz.� 0 LOWPOIN)T \ 1� ' w 10 — — — — — — � ° d < --_..._-- � � a � OFHANGAR GRADELLa W 6 MIL VAPOR BARRIER \ ° Job Number: _ OVER TERMITE TREATED \ 4r. _eta °2` Drawn By: ss ♦- COMPACTED SOIL. VI - - - - - Date: 01-27-17' SEE FOOTING SCHEDULE FOR SIZE & REINFORCEMENT. Sheet Number Z 3 FlVkI WALL SECTION AT HANGAR DOOR o A-8 - SCALE: 3/4" = 1'-0" ' ® F IJ (1) LAYER GYPSUM BD.- SCREWED TO TOP TRACK & PRESSED TIGHT TO UNDERSIDE OF ROOF INSULATION 20 GA, TOP TRACK TYP. PURLINS A '91010�O MTl, qc� P e!� syopo CGS ITS & /2". CE ENLARGED VIEW OF DRYWALL NOTCHING AND ASSEMBLY GYPSUM BOARD NOTCHED N THE EVENT THERE ARE TWO BRACES CLOSE IT AROUND BRACING. TO F TOGETHER, CUT DRYWALL AS CLOSELY AS POSSIBLE 20 GA. GALV. MTL. THEN USE FIRE RATED SAFING (INDICATED ABOVE) STUDS @ 16" O.C. FOR OPENINGS LESS THAN 1/2" OR, FOR LARGER PROVIDE BATT TYPE MINERAL FIBER FIRE SAFING, AT JOINTS/OPENINGS USE FIRE RESISTIVE JOINT SYSTEM JUNCTION OF WALL/CLG./RF., MIN (4PCF) MEETING CONFORMING TO UL-2079. 3-5/8" X 20 GA. ASTM E2307, ANSI/UL - 2079, FULL WIDTH OF PARTITION. NOTE: METAL STUDS WALL 'FIRESPAN' OR XSAFFING INSULATION 'SAFING INSUL' UNRATED WALLS SIMILAR, EXCEPT FIRE SAFING BRACING @ 4'-0" O.C. BY THERMAFIBER (MINERAL WOOL); CERTAINTEED IS NOT REQUIRED, ALL JOINTS & VOIDS TO BE CORP; INSUL-FAB OF TX, OR APPROVED PRODUCT. CAULKED W/ STD. MATERIALS. TYP. PURLINS 4 ISOMETRIC @ WALL INTERSECTION W/ BRACING - 1 HR RATING A-9 N.T.S. 1 A-9 SEE FOUI SIZES & I....., _..__..._.... LEAN-TO CANOPY END SECTION :TING ANGLE JDARD RAKE TRIM -6" TO 14'-0" RAKE VARES A. MTL.'PBR'WALL EL ON WALL GIRTS. —�6. � TINE// SKI WALL PANEL J-TO COLUMN, \SS CONDITION. 0'-5-5" BASE PLATE `r GRADE PER MTL. BLDG. SHOP DWGS. STEEL ROOF PURLINS (SEE METAL BUILDING SHOP DWGS. FOR SPACING) 26 GA. MTL.'PBR' ROOF — PANEL ON ROOF PURLINS. (1) LAYER GYPSUM BD. SCREWED TO TOP TRACK & PRESSED TIGHT TO UNDERSIDE OF ROOF INSULATION. 20 GA. TOP TRACK PUSH GYP. BD.TIGHT AGAINST INSULATION. LATION. BUILDING INSULATION. V-0" FILLER PIECE IMPORTANT NOTE: DRYWALL MUST BE FITTED NOTCH DRYWALL AROUND TIGHTLY UP AGAINST METAL PURLINS AS REQUIRED. ROOF. PROVIDE 1 HR. FIRE 3- 5/8" X 20 GA. MTL. STUDS SAFING CAULKING IN ALL / @ 16" O.C. PROVIDE HORIZ. MTL. CORRUGATIONS, TYP. BRACING @ MID POINTS. @ PERIM.OF 1-HR WALL. (1) LAYER 5/8" GYP. BOARD, TYPE'FRX OR SHX', 1-HOUR FIREWALL BOTH SIDES, PAINTED, FIRE TAPED UL U419 AS REQUIRED @ 1-HOUR FIRE WALL LOCATIONS PER UL NO. U419. 7-HOUR INTERIOR WALL SECTION TOP OF WALL PERPENDICULAR TO PURLINS A 9 EAVE STRUT 11'.6: - — STANDARD GUTTER DOWNSPOUT 26 GA. MTL.'PBR' WALL - PANEL ON WALL GIRTS. 02 B7 C' CH /SKIRT B/ WALL PANEL LEAN-TO COLUMN, - BYPASS CONDITION. B� ASE" PLATE GRADE N. T. S. 26 GA. MTL.'PBR' ROOF - PANEL ON ROOF PURLINS 1, WALL SYSTEM SEE PLANS & U.L. LISTING FOR 1. WALL SYSTEM SEE PLANS & U.L. LISTING 1. WALL SYSTEM SEE PLANS & U.L LISTING FOR 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR EXACT CONSTRUCTION. FOR EXACT CONSTRUCTION. EXACT CONSTRUCTION. EXACT CONSTRUCTION. 2. PIPE, CONDUIT, OR TUBING REFER TO U.L LISTING 2. FLEXIBLE METAL (STEEL OR ALUMINUM) 2. PIPE, CONDUIT, ORTUBING REFER TO U.L. LISTING 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING FOR ALLOWABLE MATERIALS & MAX. SIZES. CONDUIT UP TO 4"0 PER U.L. LISTING. FOR ALLOWABLE MATERIALS & MAX. SIZES. FOR ALLOWABLE MATERIALS & MAX. SIZES. 3. CAULKING/SEALANT: 3M COMPANY CP 25WB+ 3. CAULKING: 3M COMPANY CP 25WB+ 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, OR FB-3000 WT, INSTALL PER MANUFACTURER'S INSTALL PER MANUFACTURER'S IC 15WB, FB-3000 WT, OR MP+ STIR. INSTALL PER IC 15WB, FB-3000 WT, OR MP+ STIR. INSTALL PER INSTRUCTIONS AND PER U.L. LISTING. INSTRUCTIONS AND PER U.L. LISTING. MFR'S. INSTRUCTIONS AND PER U.L. LISTING. 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 0 WITH METALLIC CONDUIT OR TUBING FOR USE WI FOR USE WITH FLEXIBLE STEEL OR FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR UP TO 6"0 OR LARGER PER MATT. AS PER LISTING. ALUMINUM CONDUIT UP TO 4"0. TUBING, OF VARYING MAT'L. & SIZES PER U.L. LISTING. TUBING, OF VARYING MAT'L & 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. 8" STEEL ROOF PURLINS — (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) TYPICAL i-HOUR FIRE BARRIER PENETRATION DETAILS D EAVE STRUT 16' -0" L E - STANDARD GUTTER DOWNSPOUT MIN. 8"L. BOT.LEG.PROVIDE � 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. 8" STEEL WALL GIRTS (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) CONCRETE CURB AT HANGAR. TAPERS FROM 0" H. TO 4" H. 4" CONCRETE SLAB W/ STANDARD BASE ANGLE &BASE TRIM. 6X6 W2.1 X W2.1 WMM x X FLAT SHEET REINF. 0'- 0" =k �-■—z—z—>f • de. d d ° d < d e.l` -2 d. T/CURB---- e 4-z--zzz-x ---+-x 't d• a d ° d ° L— COL. ANCHOR BOLTS PIR MTL. BLDG. SHOP DWG'S LEAN-TO CANOPY WALL SECTION SEE FOUNDATION PLAN FOR SIZES & REINFORCEMENT. 26 GA. MTL.'PBR' ROOF - PANEL ON ROOF PURLINS. 8" STEEL ROOF PURLINS — (REFER TO MTL. BLDG. SHOP DWGS. FOR SPACING) 12 3 � 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. N.T.S. 6" CONCRETE SLAB W/ 6X6 W2.1 X W2.1 WM__ai M FLAT SHEET REINF. d T JL:� >S�— �— x JL.— 0'-0" TO -0' 44 d, HANGAR FLOOR r VARIES � d • r S- tom° —AT a4 3 �6 MIL VAPOR BARRIER COL. ANCHOR BOUTS PER MTL. BLDG. SHOP ®WG'S. OVER TERMITE TREATED COMPACTED SOIL. = 1 _0• A-9 SCALE: 3/4" = 1'4 0. w REVISIONS: < No: DATE COMMENTS O 1Q 05-17-17 PERMIT REV. 1 0 Z w 7 U w F I U Q i H Cc 1 LL z CC O QaoN LjC7) c� �' 0 Q V.I QMY tj O 7 W 1% ct O W Q ��w Z��Zd U P w O O T Q V U. cc � ac =10 V O Ja O O �U Q?o J ut a co. 0 `a1 z I� m OJ J Q I V) W 0 00 00 � W � tV F Ln 0000 0 Q) v Q H c Lnn I v Q } J } O 0 0 O Z Q 0 m �- M 0 Ma >M0: O ` 00 ti U a, - Z_ • U m M w s LLm0� t C EH NaU w nF U Q �1. O Q aLi 'i0 LL 0 f OPO 1� C] � W W 0 a W Job Number: I Drawn By: rss Vt Date: 05-17-17 Sh:NTZ 7SHEET UED ART Q INGS. 0 - f- 23 4'-0" X 4'-0" X 4" TH.- CONC. DOOR STOOP, LIGHT BROOM FINISH. 1/2" FIBER EXP. JOINT AT WALL. SLOPE 112" AWAY FROM WALL. FOUNDATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (FLORIDA BUILDING CODE 2014 & ST. LUCIE COUNTY AMENDMENTS.) 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 165 M.P.H. VELOCITY ULTIMATE, IMPORTANCE FACTOR 1.0, EXPOSURE C, RISK CATEGORY II. 3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL AND FINISHED FLOOR ELEVATIONS, MEMBER SIZES, ETC., WITH THE ARCHITECTURAL DRAWINGS, BEFORE STARTING ANY WORK. IF ANY DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALL NOT COMMENCE UNTILTHE DISCREPANCIES ARE RESOLVED. 5. THE CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF DRAWINGS SHALL NOT USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. Q FOUNDATION DESIGN IS BASED ON PRESUMPTIVE LOAD BEARING VALUE OF 2,000 PSF DUE TO PRESENCE OF EXISTING SANDY SOILS, PER 2014 FBC-RESIDENTIAL TABLE R401.1.1 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-72. 8. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS IN BUILDING SLAB AND FOOTINGS, EQUIPMENT PADS. 9. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP. 10. STRUCTURAL STEEL SHALL BE A-36. 11. ANCHOR BOLTS AND STUDS SHALL BE A-307. 12. PROVIDE 6 X 6 W2.1 X W2.1 WELDED WIRE MESH REINFORCEMENT THROUGHOUT (FLAT SHEETS). 13. PROVIDE HARD TROWEL FINISH ON SLAB AND LIGHT BROOM FINISH ON ALL EXTERIOR PADS. 14. PROVIDE 6 MIL VAPOR BARRIER UNDER BUILDING SLAB. 15. SUB -GRADE SHALL BE STABILIZED TO 98% PROCTOR (MINIMUM). PROVIDE MIN. (3) DENSITY REPORTS PER LIFT. 16. SOIL POISONING UNDER BUILDING SLAB REQUIRED WITH A MINIMUM ONE (1) YEAR WARRANTY. 17. FINISH FLOOR ELEVATION = U-0", CONFIRM W/ ST. LUCIE COUNTY HEALTH DEPT. 18. SEE SITE PLAN FOR SIDEWALK AND OTHER SITE CONCRETE DETAILS. 19. PROVIDE 1/2" X 4" FIBER EXPANSION JOINTS BETWEEN CONCRETE POURS. 20. PROVIDE MIN. 30" X 30" CORNER BARS FOR ALL BARS AT ALL GRADE BEAMS. 21. PROVIDE RADON BARRIER BY TAPING ALL VISQUEEN SEAMS AND SLAB PENETRATIONS. 22. PROVIDE MIN. 3" COVER FOR ALL REINFORCEMENT. FOOTING SCHEDULE MARK SIZE REINFORCEMENT W D F-1 8'-0" 4'-0" 2'-0" #5 @ 6" O.C.E.W. AT BOTTOM W/ (1) #5 HAIRPINS X 31'-0" L. F-2 5'-0" 3'-6" 2'-0" #5 @ 6" O.C.E.W. AT BOTTOM W/ (1) #5 HAIRPINS X 31.-0" L. F-3 4'-0" 4'-0" 2'-0" #5 @ 6" O.C.E,W. AT BOTTOM W/ (1) #5 HAIRPINS X 21'4" L. F-4 2'-0" CONT. V-8" 1 (3) #5 CONT. W/ #5 TRANSVERSE BARS @ 18" O.C. F-5 1 2'-0" CONT. 1'4" (3) #5 CONT. W/ #5 TRANSVERSE BARS @ 18" O.C. F-6 V-4" CONT. V-4" (3) #5 CONT. W/ #5 TRANSVERSE BARS @ 18" O.C. F-7 V-4" CONT. V-4" (3) #5 CONT. W/ DBL. CHAIRS @ 48" O.C. F-8 0'-B" CONT. 0'-10" (1)#5CONT, F-9 V-4' CONT. V-4" (3) #5 CONT. W/ DBL. CHAIRS @ 48" O.C. F-10 T-6" T-6" 2 0" 1 #5 @ 6" O.C.E.W. AT BOTTOM F-11 2 -0" 1 CONT. V-8" 1 (3) #5 CONT. W/ #5 TRANSVERSE BARS @ 18" O.C. DESIGN CRITERIA 2014 FBC CHAPTER 16 ST. LUCIE COUNTY, FL V ult. WIND SPEED: 165JMPHEQUIV. BASIC WIND SPEED: 128RISK CATEGORY: 2 EXPOSUREMEAN HEIGHT: 19'-9" SLOPE: ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 IMPORTANCE FACTOR: 1.00 PRE-ENGINEERED BUILDING SHOP DRAWIf iG_ REVIEW NOTE: THIS FOUNDATION DESIGN, INCLUDING A L COLUMN FOOTINGS, IS BASED ON THE WI AD LOADING AND COLUMN REACTIONS FOR THE PRE-ENGINEERED STEEL BUILDING DRAWINGS FROM UNITED STRUCTURES OF AMERICA (USA), PROJECT NO.49172, WHICH ARE ENCLOSED AS PART OF THIS PERMIT PACKAGE. THESE USA DRAWINGS HAVE BEEN REVIEWED AND APPROVED FOR DESIGN CONFORMANCE. TYP. TOP OF FOOTING STEP OUTSIDE OF BLDG. LINE = EL. -V-0". N (V FLUSH ,gym + w >r 0 0 N I m C4 g 10 3 S-2 o O.H. DOOR 3 THRESHOLD LL DETAIL >> ff 3 HOLD CURB BACK AT BI-FOLD DOOR JAMBS A-8 HOLD CURB BACK AT BI-FOLD DOOR JAMBS A VERIFY METAL BLDG, COLUMN/JAMB SIZE & VERIFY METAL BLDG, COLUMN/JAMB SIZE & LOCATION, & ADJUST CURB OPENING AS REQ'D. 60'-0" LOCATION, & ADJUST CURB OPENING AS REQ'D. D 5'-0" 50'-0" 5'-0" (VERIFY EXACT OPENING REQ. W/ DOOR MFR.) 1'-0" LL.__f_rV__A_9 Imo_ I-nZ 0_-3 3 4" --- F 4 T - -F 4 _0A 3 4" I8" W. CONC. CURB, 8" W. CONC. CURB, INTEGRAL POUR. INTEGRAL POUR. T/ = 0'-0 T/ = 0'-0". I NO CURB AT DOOR LOCATIONS VERIFY METAL BLDG. JAMB SIZES & ADJUST CURB OPENINGS AS REQ'D. I RECESS FOR FUTURE / OVERHEAD DOOR, SEE IDETAILS SHEET S-2. I/ PROVIDE RAISED PIERS � PROVIDE RAISED PIERS ( 1'-0" AT COLUMN BASE PLATES AT COLUMN BASE PLATES INTEGRAL POUR. SAWCUTS, TYP. INTEGRAL POUR. / T/ = 0'-011. T/ = 0--0'.. 4-2 3 4" / 94-2 3 4" F-2 I\ � t2 1/2" STEP - T HANGAR AREA SLAB: 0 -0 0'-0" \ 6" TH, CONC, SLAB W/ 6x6 W2.1xW2.1 WWM. 3,000 PSI, SLOPED.-) I OLq I O \ 45" TAPER REQUIRED FOR ALL 4 0 / EDGES OF MONOLITHIC FOOTINGS. I I p q 0 0 P a z ? III u 7 _') I / STEP VARIES- t11/2 TO±21/2 / FIN. FLOOR = 0'-0" = T.B.D I I I I � LIVING AREA SLAB: 4" TH. CONC. SLAB W/ I 6x6 W2.1xW2.1 WWM. \ I / 3,000 PSI, FLAT. 15'-4" I I 19'-2" I / PROVIDE 44" X 36" FLAT AREA AT DOOR / -0'-13 8" 0'-13 8" FEATHER/TAPER TO q I I 4'-6" I HANGAR SLAB. - n-...-.-.. / 2X4 WD STUD 2'_03'_8° 0, 0" --� _ F-2 BEARING WALL t1 1/4" STEP / TO 10'-0" A.F.F. F-6 L - I 0'-0" o I #5 X 31 -0 HAIRPINS, FLUSH I / TYP. (6) LOCATIONS J/ n r I \ SEE DETAIL 13/S-2. I I 2X4 WD STUD / I '-1" I- BEARING WALL 2 TO 9'-0, rT A.F.F. ISTEP VARIES Jr F-7 N - - - FLL \ 0 \\\ 2X4 WD STUD - 2 \ OI BEARING WALL o I 2 / F-7 A-8 \ v LL I TO 9'-0" A.F.F. O / I 19'-10" n A-5 I � I Y p'-p" � � / \ - ram_ • 0 2X4 WD STUD #5 X 21'-0" HAIRPINS, -7 BEARING WALL TYP. (4) LOCATIONS LL TO T-" A.F.F. 1'-0' I / SEE DETAIL 13/S-2. I 4 7 :8 L O 26'-6 0I F-3 F-3 F-4 r LF-5 o •�_ - - i_ a r I co co 1 TYP. TOP OF FOOTING 6" SHOWER RECESS A-7 STEP OUTSIDE OF BLDG. (FIELD ADJ. AS REQ'D.) LINE = EL. -V-0". 4" TH. CONCRETE PAD, 1 LIGHT BROOM FINISH. A-6 1/2" FIBER EXP. JOINT AT WALL. SLOPE 1/2" AWAY FROM WALL. 10'-01, 20'-O" 20'-0" 20'-0" B 60'-0" C A p FOUNDATION PLAN SCALE: 1/4" = F-0" N 2 A-8 a -I H - - F-9 F-10 I I I4" STEP I 1" O.A. SLOPE W I PORCH SLAB: 4" TH. CONC. SLAB W/ 6x6 W2.1xW2.1 WWM. I 3,000 PSI, SLOPED. 91. -10 Nk 0 I 1 I A-8 I 2 I A-6 I 1" O.A. SLOPE > O 4" STEP 9" - JF10 F-9 m 2 N TYP. TOP OF FOOTING TYP. TOP OF FOOTING STEP OUTSIDE OF BLDG. STEP DOWN AT PORCH LINE = EL. -V-0". FOOTINGS = EL.-1'-5". E el 0 W REVISIONS: No: DATE COMMENTS 0 Q 05-17-17 PERMIT REV. 0 U z W 0 F U Li F 2 U tY LU W I F 00L 15 LL 0 cc O Q co lv LI. Z N. 0 Ln R 4•I Q M O 4 LIJCC. 0 0 �W V � �2 z��zU c �0 WC VZ �aUl O �ho aOCQ?0 W �v/n z Ji 1� m O Q W q00 op W Of N F a wp W W Lr) u -1-- J } 0 0 O z Q Q �LU LU O d' L "' m 0 cal ® .> " o ` 00 L.LU U z • M N W u co:) 7 ' Ln W U LU O Q j� O LL 0 1 (� C) z Q. Z Q r`4 a U Q LL ti a RI Job Number: _ F Drawn By: rss Date: 01-27-17 Sheet Number z 0 I ' . I •� VERIFY OFFSET DIMENSION W/— MTL. BLDG. SHOP DWG'S. (1) #5 CONT. AROUND PERIMETER — VARIES 0" TO 4" 0'-" 0 BASEPLATE/T/PIER T/ CURB (BEYOND) PRE-ENGINEERED METAL BLDG. COLUMN, REFER TO SHOP DWG'S. A BASE PLATE PIERAT COLUMNS '2', '3', &'4' Dd_#5 HEIGHT VARIES FROM 1 3/8" TO 4". CONFIRM SIZE W/ MTL. BLDG. SHOP DWG'S. 4" TH. CONC. SLAB @ LIVING AREA OR 6" TH. .1xW2 SLAB @HANGAR W/ 6x6 W2.1xW2.1 WWM. X 31'-0" HAIRPIN CENTERED IN SLAB. -x—x—xs�� ° d d d a a n ° ° d ° d °. —M- ° a ° ° d �d�. d MIN. 3" COVER, TYP. — — — — SEE SCHEDULE ANCHOR BOLTS SEE SHOP DWG'S SEE FOOTING SCHEDULE FOR SIZE, PLACEMENT, & QUANTITY. FOR REINFORCEMENT. MIN. 18" EMBEDMENT REQ'D. MAINFRAME COLUMN FOOTINGS 'F-1' & 'F-2' DETAIL 1 A D PRE-ENGINEERED METAL BLDG. COLUMN, VERIFY OFFSET DIMENSION W/ REFER TO SHOP DWG'S. MTL. BLDG. SHOP DWG'S. 4" TH. CONC. SLAB @ LIVING AREA OR 6" TH. CONC. SLAB @ HANGAR (1) #5 CONT. AROUND PERIMETER W/ 6x6 W2.1 xW2.1 WWM. #5 X 21'-0" HAIRPIN 0'-0" CENTERED IN SLAB. BASE PLATE = 8 `v i ° — d o N 4 o d ° ° ° d ° d `6 MIL VAPOR BARRIERa ON TERMITE TREATED MIN. 3"COVER TYP.y SEE SCHEDULE ANCHOR BOLTS SEE SHOP DWG'S SEE FOOTING SCHEDULE FOR SIZE, PLACEMENT, & QUANTITY. FOR REINFORCEMENT. MIN. 18" EMBEDMENT REQ'D. 2 ENDWALL COLUMN FOOTING 'F-3' DETAIL S-2 SCALE.3/4" _ A D 4 VERIFY CURB WIDTH DIMENSION 81, W/ MTL. BLDG. SHOP DWG'S. (1) #5 CONT. AROUND PERIMETER CURB AT HANGAR AREA VARIES FROM 0" TO 4" HIGH. 0' 0.. 6" TH. CONC. SLAB W/ TT /CURB 6x6 W2.1xW2.1 WWM. 0�-4" _VARIES to HANGARSaA z a40 ° d. 'x—max—xa � dd x—x—x—x— �'� �x d ° ro o, 6 MIL VAPOR BARRIER ° o_ ON TERMITE TREATED ° d COMPACTED SOIL, MIN. 3"COVER, TYP. SEE SCHEDULE I SEE FOOTING SCHEDULE * FOR REINFORCEMENT. 3 FOOTING 'F-4' DETAIL S-2 SCALE.• 314" = 1'-0" 1 1 D 4" TH, CONC. SLAB W/ 6x6 W2.1xW2.1 WWM. (1) #5 CONT. AROUND PERIMETER �0'-0" FIB N, FLOOR �? ° d X--x—x—x—x—x—x -- — x:1�— dd d ° — d� aD °d d ° d a d ° `6 MIL VAPOR BARRIER �*' d 0/��r, ON TERMITE TREATED — — _ ° — / ° COMPACTED SOIL. MIN. 3" COVER, TYP. SEE SCHEDULE SEE FOOTING SCHEDULE FOR REINFORCEMENT. FOOTING 'F-5' DETAIL S-2 CPA/ C- = 1'-0,. VARIES FROM �.�..� 0'-0" TO -0AR '-4" d dL, HANGSLAB r 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL. SCALE: 314" = INTERIOR WOOD STUD BEARING WALL. (3) #5 CONT. 4" TH. CONC. SLAB W/ 6x6 W2.1xW2.1 WWM. BUILDING LINE —J METAL BUILDING COLUMN BASEPLATE f a , o� ANGLE ADJUSTMENTS MAY BE REQ'D. SEE \ SHEET S-1 FOR LAYOUTS. �a REBAR CHAIRS, #5 HAIRPINS PER d DOUBLED -UP @ FOOTING SCHEDULE. 1'-4" 48" O.C. MAX. 5 FOOTING 'F-6' DETAIL 9 TYPICAL HAIRPIN DETAIL S-2 j SCALE, 3/4" = T-0" S-2 INT. MTL. OR WOOD STUD WALL. STEP VARIES FROM 4" TH. CONC. SLAB W/ 0" TO 2 1/2", SEE PLAN 6x6 W21xW2.1 WWM. "� 6" TH. CONC. SLAB W/ 6x6 W2.1xW2.1 WWM. x it0 d a ° REBAR CHAIRS, DOUBLED -UP @ (3) #5 CONT. V-4" 48" O.C. MAX. 6 FOOTING 'F-7' DETAIL S-2 SCALE: 3/4" = 1 SEE PLAN FOR RECESS SIZE 6" STEP —* @ SHOWER o + (1)#5CONT, -/ � " n FOOTING 'F-8' DETAIL S-2 SCALE.3/4" = 1'-0" A D 5 4" TH. CONC. SLAB W/ 6x6 W2.1xW2.1 WWM. -0'-S" "v PORCH 4z �x -zr e a>4 x. SLAB EDGE "s —��x ° 6 MIL VAPOR BARRIER d s ON TERMITE TREATED - _ - - - COMPACTED SOIL. SEE FOOTING SCHEDULE FOR REINFORCEMENT. FOOTING 'F-9' DETAIL S-2 SCALE: 3/4" = 1'-0" N.T.S. V-4" 1/2" O.A. SLOPE w e a SEE FOOTING SCHEDULE FOR SIZES & REINFORCEMENT. �_SEE SCHEDULE VAPOR BARRIER, TYP. 10 OVERHEAD DOOR RECESS - SECTION S-2 j SCALE.-3/4" = 1'-6 4,, DOORWIDTH r r r,� SHADED AREA DESIGNATE: DOOR RECESS - 1" STEP & 1 1 /2' TOTAL 8" METAL WALL ELEVATIONS SHOWN BASED ON THE BUILDING LINE ADJACENT FINISH FLOOR ELEV. = 0'4' SEE PLAN FOR ACTUAL ELEVATIONS. „ OVERHEAD DOOR RECESS - PLAN S-2 J SCALE. 3/4" = Y-0" SEE SHEET S-1 FOR JOINT LOCATIONS SEE PLAN FOR SLAB m 1/8" W. X 1/3 SLAB DEPTH THICKNESS & REINF.L ° d, d Po. 12 SAWCUT DETAIL S-2 N.T.S. s VERIFY OFFSET DIMENSION W, MTL. BLDG. SHOP DWG'S. (1) #5 CONT. AROUND PERIMETER E PRE-ENGINEERED METAL BLDG. COLUMN, REFER TO SHOP DWG'S. 4" TH. CONC. SLAB W/ 6x6 W2.1xW2.1 WWM. 1" O.A. SLOP d C ° ■—z—z—x—x--�x—x—x dd ° 7--X — p d d d / ° a ° d d a d 6 MIL VAPOR BARRIER �- _L O.&L. —2 / �s ON TERMITE TREATED 'T COMPACTED SOIL. MIN. 3"COVER, TYP.-11" EESCHEDULE ANCHOR BOLTS SEE SHOP DWG'S SEE FOOTING SCHEDULE FOR SIZE, PLACEMENT, & QUANTITY. FOR REINFORCEMENT. MIN. 18" EMBEDMENT REQ'D. 13 . PORCH COLUMN FOOTING 'F-10' DETAIL l 314" = Y-0" T 4" STEP @ PORCH (1) #5 CONT. AROUND PERIMETER 4" TH. CONC. SLAB W/ 4" TH. CONC. SLAB W/ 6x6 W2.1xZ 1 WWM. 6x6 W2.1xW2.1 WWM. 0'-01, 1" O.A. SLOPE FIY N, FLOOR — . d /40/F W °ddMILVAPOR BARRIER �-0,N TERMITE TREATED d dMPACTED SOIL. E SCHEDULE SEE FOOTING SCHEDULE xE MIN. 3"COVER, TYP, I FOR REINFORCEMENT. 14 FOOTING 'F-11' DETAIL S-2_/ SCALE.'3/4" = V-0" LLU o REVISIONS: No: DATE COMMENTS 0 0 05-17-17 PERMIT REV. IY 0 U _Z W I- U W F W cic 0 LL Z 0 Cc O Q00N Wift� � Zcc Lel 0 Z U - 7 0 _ \ �0� 0� Rn LLZ LAJ ` W CJC v, cjc VO 2 h �C 0 LAJo O , �U O � �?° cc LU C6 v' Z LU Cl OJ J W 7� _CD t N W V = N F LA a 00 �W T c Ln 2 v� a a 0 0 Q W CD CDQ I i rn 0 m M LL O > OO u U U cn `n Z M W L m 1 E�_ Ln aU W �U -- Q LU t 1, aoLL O aLU W ,w 0 LL a W Job Number: _ Drawn By: rss V) Date: 01-27-17 Sheet Number Z FiRapy 0 H A/C GENERAL NOTES 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, & EQUIPMENT TO INSTALL COMPLETE AND OPERATING HVAC SYSTEMS. 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 J-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. 2S. 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. THREADED - RODS (TYP.) AIR R/1�1 HANDLER UNIT 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 HURRICANEANCHOR CLIPS @ EA. CORNER W/ 1/4" x 2" TAPCONS. CONCRETE PADS SEE PLAN. NEOPRENE PADS S/� EQUIPMENT SCHEDULE UNIT NUMBER AHU-1 / CU-1 AIR HANDLING UNIT LENNOX MODEL CBX27UH-024 DIMENSIONS 21" X 21" X 50" ELEC. HEAT STRIP 17.4 KW HEATING - BTUH 59,481 VOLT/PHASE/AMP 230/1/60 CONDENSING UNIT LENNOX MODEL XP20-02¢ DIMENSIONS 31" X 35" X 35" 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. PROVIDE RISERSNIBRATION ISOLATION MOUNTS EMERGENCY CONDENSATE DRAIN PAN. RFRG. 4UCTION & EXTERIOR b LIQUID PIPES DOWN WALL FROM UPPER AHU. RFRG. PIPES IN WALLS W/ 1/2" ARMAFLEX. SEAL ALL PENETRATIONS WATER TIGHT AND INSULATE BUILDING SLAB CONDENSER UNIT DETAIL N. T. S. R-6 FLEX DUCT R-6 FIBERGLASS DUCT BAND 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. LEGEND Q THERMOSTAT z RETURNAlRGRILLE ® SUPPLY AIR GRILLE I, BUILDING AREA S.F. BREAKDOWN HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. A TOTAL GROSS AREA: 3,600 S.F. B C D L BA EXTRACTOR NO - - AIR CONDITIONING PLAN QUADRANT SPIN -COLLAR LOCK TYPE W/ DAMPER OPERATOR SCALE., 7/4" = 7 p FLEX DUCT INSTALLATION DETAIL N.T.S. THIS MECHANICAL PLAN IS INTENDED TO INDICATE Q THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE MECHANICAL SYSTEM SHALL BE DETERMINED F BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS Q 05-17-17 PERMIT REV. a DESIGN IS ALLOWED BY CHAPTER 471 FOR MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS O OR ACCOMMODATES 100 OR FEWER PERSONS. U s s _Z W F- U W F I U Q W F qcT LL a Z cic Q CC Q` 00TN Z ^ v l Q cc W %I Z O 4 U Cc 1� On LCz L1 W T� �zU W 0 o pr, o WCQ�LL ciC cc�o QZ 5a O O ftr �U Q?o LU cc Ln C6 o 0) z I� m OJ J I In W o 00 c� 00 0 00N00 � � F y IW c eo I v Ln _U a. z ' Q LU o O V M0 M v Ma > .2 d O 00 LLU a, s Z • U M _ a)W LL m t E F O M U to W �U __...._......... O Q w W O LL Q LU 1 �PUy `Q LU `' l r'w 0 a W Job Number: I F Drawn By: rss V) Date: 01-27-17 Sheet Number Z FMCORY 0 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 BE INCLUDED. 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 3' IN 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 J-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. FLOOD LIGHTS (REAR) ,L� HABITABLE ROOM LIGHTING REQUIREMENT: 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. ELECTRICIAN SHALL CONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE MIN. REQ'S. ARE MET OR EXCEEDED. IMPORTANT NOTES' 1. MIN. #12 WIRE OR LARGER, NO EXCEPTION. 2. ALL BREAKERS SHALL BE MIN. 20 AMP. 3. ALL RECEPTACLES SHALL BE AFCI, TYP. SEE NOTE. (EXCEPT FOR GFI RECEPT.) 4. SWITCHES SHALL BE DECORA TYPE. S. 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. 8. ALL RECEPTACLES TO BE TAMPER -PROOF. HANGAR i DOOR MOTOR \ o 0 20'-0„ / I I 0 0 I I WPGFI 48"GFI CL MAINFRAMES RAFTER 0 o PROV:ALARMS MOKE a CEILA AT DETEF HANGAR I TO BRCONNECTED WITH INSIDE LIVINEA PER 907.2.21. I 1Q COMBINATION SMOKE & CARBON MONOXIDE DETECTOR. _ ........... CL MAINFRAME 48"GFI I RAFTER 48"GFI I o _ o \ HANGAR LIGHT ABOVE CEILING LID FLOOD LIGHTS (REAR) CENTER VANITY LIGHTS 48"GFI i' \ - - OVER SINKS, 84" A.F.F WATER HEATER REFER TO --\ PLUMBING PLAN. VERIFY LOCATION W/ OWNER & ELEC. REQ. W/ MFR. 200 AMP ELEC. PANEL'A' STRUCTURED MEDIA BOX W/ OUTLET (GFI) VERIFY REQ'S. W/ OWNER. 48"GFI SECURITY PANEL W/ OUTLET (GFI) VERIFY REQ'S. W/OWNER. 48"GFI ,H ELECTRIC METER J 1 200 AMP 120/240V U.G. ELEC. SERVICE TO FPL PAD MOUNTED'Tx'. SEE SHEET'C1' FOR CONT. VERFIY W/ FPL REP. I WELL PUMP---� WATER PURIFICATION SYSTEM, CONFIRM REQUIREMENTS. PHONE U.G. SERVICE \ \ VERIFY W/ AT&T REP. \ CABLE U.G. SERVICE \\ VERIFY W/ CABLE REP. ELECTRICAL PLAN 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 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. ALL ELECTRICAL WORK TO COMPLY WITH THE LATEST NATIONAL ELECTRIC CODE. \ 20'-0" I 48"GFI `� 48"GFI 10'-O" D 1 WPGFI x" FLOOD LIGHTS (FRONT) 48"GFI KITCHEN COUNTER/ SMALL APPLIANCE RECEPTACLES 48"GFI TOTAL OF (3) (48" O.C. MAX) DISPOSAL RECEPTACLE UNDER SINK DISHWASHER RECEPTACLE UNDER SINK. 48"GFI - - - - - - - - - - - - - - - - - - - - - Dl o . I JREF DW 11 W/D RANGE 1 MICRO. 11 66" A.F.F. �} /T\ WPGFI I IIJlqJ FLOODLIGHTS ' �(FRONT) \ IAFCIITYP. I I y L \ _i- \ I I I \ WPGFI I / II / SD \ AFCI OUTLETS TYP. I FL J 1AHU-1 ABOVE CEILING /' O� + WPGFI I PROVIDE MAINT. OUTLET AND LIGHT ABOVE CEILING 00 O NEAR AHU-1. CU-1 ri AHU-1 DISC. ABOVE CEILING 1, C- THIS ELECTRICAL PLAN IS INTENDED TO INDICATE 0 THE REQUIREMENTS OF THE OWNER. THE DETAILS w OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED Q BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: <z ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS AND BY THE LOCAL BUILDING DEPARTMENT. THIS 0 05-17-17 PERMIT REV. D_ DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP IY OR LESS RESIDENTIAL SERVICES OR 800 AMP 0 OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U Z w tY F• U w H I U Q W U. a z o�ftwfta [o� Z�'` 4* 0 Q LL.I QMD O 47 0 OC OF ob (A LL. z �W Z � � D ZU Q V) Q OI- L0 I I O IN,:: Low z FUTURE FAN/LIGHT O • S ^ 0 PROVIDE PRE -WIRED O 0 I J-BOX W/ COVER. � LU CL I 0` Z LU I I O J II 2 I� V) LU 't 000 W 00 00 N = 00 70 Ln %A .= F I I `Ln 2 } a� II n 0 FUTURE FAN/LIGHT Jc:Z PROVIDE PRE -WIRED O Q 1-BOX W/ COVER. Q II Q F II o rn FLOOD LIGHTS a) > M IL M D: \ I i (FRONT) Q ZZ U I , C _ t = m F . J J k°n 0- w SCALE: 7/4" = V-0" n n I- E nl �: U tY Q 0LU 6 F a` CD w 0 ZQ� w E 1 'wLL 0 a u, Job Number. F Drawn By: rss O Date: 01-27-17 Sheet Number Z p8.E90PY; I Gl v I ELECTRICAL LEGEND SURFACE MOUNTED LIGHT ALLOWANCE BY OWNER. RECESSED HI -HAT CEILING MOUNTED 1' X 4' FLUORESCENT LIGHT FIXTURE WALL SCONE UNDER CABINET LIGHT O F = FAN ONLY FL = FAN W/ LIGHT KIT 1201240, 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. $i 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 # v E:J DISCONNECT (# = NO. OF POLES / X = FRAME SIZE / Y = FUSE SIZE) 4 MOTOR/PUMP EXHAUSTFAN 1D JUNCTION BOX SD SMOKE DETECTOR CM CARBON -MONOXIDE DETECTOR SDCM COMBINATION SMOKE & CARBON -MONOXIDE DETECTOR TELEPHONE OUTLET AT 18" A.F.F. Hl GARAGE DOOR PUSH BUTTON TV CABLE OUTLET DC DOOR CHIME PAD SECURITY KEY PAD ❑M 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 VAPOR PROOF D DIMMABLE DED DEDICATED AFCI ARC FAULT CURRENT INTERRUPTER RECEPTACLE THIS ELECTRICAL PLAN IS INTENDED TO INDICATE O THE REQUIREMENTS OF THE OWNER. THE DETAILS Li OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS Al OS-17-17 PERMIT REV. d DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP C., OR LESS RESIDENTIAL SERVICES OR 800 AMP Q OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U PANEL SCHEDULE "A" LOAD DESCRIPTION C W POLES AMPS BUS AMPS POLES W I C I LOAD DESCRIPTION AHU-1 * 1" 6 2 1 60 1 3 5 7 g 11 13 15 17 19 21 23 25 27 g 31 3 5 7 9 1 2 4 6 8 10 12 14 16 18 20 22 24 6 8 0 2 50 2 8 3/4"1 RANGE -L. _L L L I L CU-1 * 3/4" 10 2 30 30 2 10 3/4" WATER HEATER L _L _L L L L DRYER 3/4" 10 2 30 30 2 10 3/4" HANGAR DOOR OPENER _L L L L L L WELL PUMP 3/4" 10 2 20 20 1 12 1/2" GREAT ROOM LIGHTS & RECEPTACLES J L L 20 1 12 1/2" BEDROOM GEN. LIGHTS & RECEP. HANGAR LIGHTS 1/2" 12 1 20 20 1 12 1/2" BATH GEN. LIGHTS & RECEP. HANGAR GFI RECEP. 1/2" 12 1 20 20 1 12 1/2" KITCHEN GFI RECEP. HANGAR GFI RECEP. 1/2" 12 1 20 20 1 12 1/2" WASHER GENERAL EXTERIOR LIGHTS 1/2" 12 1 20 20 1 12 1/2" REFRIGERATOR EXTERIOR GFI RECEPTACLES 1/2" 12 1 20 20 1 12 1 2" MICROWAVE SPARE 1 20 20 1 12 1/2" DISHWASHER SPARE 1 20 20 1 1 12 1/2" DISPOSAL BLANK BLANK 3 36 38 0 42 RATED VOLTAGE: ■ 240/120V 1 PHASE, 3 WIRE RATED AMPS: ■ 150 CIRCUITS: ■ 42 SERVICE FEED: ■ BOTTOM CABINET: ■ SURFACE ■ HINGED DOOR ❑ KEYED DOOR LATCH ■ CIRCUIT BREAKER (PLLL VICES■ FULL NEUTRAL BUS ■ GROUND BUS ■ MAIN AMP BREAKER ❑ MAIN LUGS ONLY MSIZE: #2/0 ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL * NUN-UUINUIULNI LUAU LOAD CALCULATION LOAD EQUIPMENT CKTS. BREAKER WIRE (WATT) GENERAL LOADS: GENERAL LIGHTING/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 50A/2P 8 8,000 MICROWAVE 1 20A/1P 12 1,400 DISHWASHER 1 20A/lP 12 1,420 DISPOSAL (1 X 700 W) 1 20A/1 P 12 700 REFRIGERATOR 1 20A/lP 12 1,500 DRYER 2 30A/2P 10 5,600 WASHER 1 20A/1P 12 1,500 SM. APPLIANCES 1 20A/1P 12 2,000 (2 X 1000 WATTS) PADDLE FANS 1 20A/lP 12 160 (2 X 80 WATTS) WELL PUMP 1 20A/lP 10 1,500 WATER HEATER 2 30A/2P 10 4,500 SPARE 2 20A/1P 12 2,000 SUB -TOTAL 44,680 AIR CONDITIONING LOADS: A/C COMPRESSOR 1 2 30A/2P 10 N/A A/C HEAT 1 2 50A/2P 6 10,000 SUB -TOTAL 10,000 LOAD CALCULATION SUMMARY: FIRST 10,000 WATTS AT 100% = 10,000 REMAINDER AT 40% (34,680 X A) = 13,872 10,000 WATTS OF HEAT AT 40% = 4,000 TOTAL ESTIMATED CONNECTED LOAD = 27,872 TOTAL AMPS (27,872 / 240 VOLTS) = 116 AMPS SERVICE SIZE: 200 AMPS 'TX' EXTERIOR WALL ELECTRIC METER BY FPL. EXISTING PAD MOUNTED TRANSFORMER CONFIRM W/ FPL. UNDERGROUND ELECTRIC SERVICE. CONFIRM W/ FPL. PANEL'A' M.C.B.42 CKT. 200 AMP, 120/24OV, 10, 3W SURFACE MOUNTED, NEMA 1. 200 A PNL'A' 342/0 THHN, 1 1/2" CONDUIT. n I GROUND TO 5,/8 "DRIVEN ROD, COLD WATER (PIPE, FOUND. STEEL U.F.E.R. GROUND REQ'D. ELECTRICAL RISER DIAGRAM N.T.S. Job Number: Drawn By Date: Sheet Number 0 L O Q i O U rss V) 01-27-17 Z 5 FIB o r 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 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. 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: DAYTON 50/50 S.S. UNDERMOUNT, 10" DEEP W/ MOEN 7590 SL PULL-OUT FAUCET. HS: HAND SINK: MUSTEE #19CFT FIBERGLASS W/ LEGS & FAUCET. DISP: DISPOSAL, BADGER #5 DW: DISHWASHER BY OWNER: PROVIDE HOOK-UP. WH: HOT WATER HEATER: ELECTRIC 80 GALLON. WASHER BOX ASSEMBLY. VANITIES: UNDERMOUNT VITREOUS CHINA, KOHLER 2210 OR APPROVED SUBSTITUTE, W/ FAUCET & DRAIN. WATER CLOSETS: AMERICAN STANDARD COLONY EB W/ ENTOCO 600 SEAT, ELONGATED. OEN SHOWER MIXING VALVE W/ ACCURATE TEMPERATURE CONTROL W/ SHOWER HEADS & WALL MOUNTED HAND-HELD UNIT %B:,' FLOOR DRAIN W/ CHROME COVER. REFRIGERATOR, PROVIDE 1/4" ICE LINE FROM KITCHEN SINK. HOSE BIBB, VERIFY LOCATIONS W/ OWNER. k c a 8- _-2 r0 PLUMBING PLAN SYSTEM, CONFIRMv REQUIREMENTS. 1 114" PVC WATER SERVICE TO EXISTING WATER WELL. SEE SITE PLAN FOR CONTINUATION. VERIFY CONDITIONS AND QUALITY. u SCALE: 1/4" = 1'-O' T D O THIS PLUMBING PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE PLUMBING SYSTEM SHALL BE DETERMINED BY A PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: TO CHAPTER 489 OF FLORIDA STATUTES AND BY No: DATE COMMENTS THE LOCAL BUILDING DEPARTMENT. THIS DESIGN 1 05-17-17 PERMIT REV. IS ALLOWED BY CHAPTER 471 FOR PLUMBING SYSTEMS HAVING FEWER THAN 250 FIXTURES OR ACCOMMODATES 100 OR FEWER PERSONS. _(J s s 0 a a o Cc O aC col LAftF-Ift r� � ac d.0 MQ Q W CC 0 Ln 4.z w V � �U O O o0 W�o�LL Q � � =0 WJZZ) O J a a cr O Q ?0 w Q. 00 cQi� 0 Z m OJ J I w o m0� v cm L,CO (Ili LF V Y � Q ur)� CO w O 0 O Z i Lw C r r Q i ` m 0 v �a > 72c� O `0 0 LLU �ZZ � 0 a U /) w U Q r w t Y• � O LL j:c (1 r� O00> 0 /(Y z. a LU LU \` w 0 w Job Number: I Drawn By: rss In Date: 01-27-17 Sheet Number Z I F- 2. WOOD BASE SHALL BE 6" H., FINGER JOINT, PAINT GRADE PROFILE SELECTED BY OWNER. 3. WOOD DOORAND WINDOW CASINGS SHALL BE 3 1/2" WIDE, FINGER JOINT, PAINT GRADE, PROFILE SELECTED BY OWNER. 4. ALL WINDOWS AND SLIDING GLASS DOORS SHALL RECEIVE CASING, 5. ALL WINDOW SILLS SHALL BE MARBLE, SELECTED BY OWNER. 6. PAINTING BUDGET FIGURED WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX FINISH ON INTERIOR WALLS. 7. EXTERIOR PAINTING FIGURED WITH ONE (1) MAIN COAT & ONE (1) ACCENT COLOR FOR FACIA AND BANDS. B. INTERIOR TRIM FIGURED WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX SEMI -GLOSS PAINT. 9. NO WINDOW TREATMENTS INCLUDED. 10. NO WALLPAPER INCLUDED. 11. ROUNDED CORNER BEADS REQ'D. ALL WALL OUTSIDE CORNERS. 12. CRACK SUPPRESSION MEMBRANE INCLUDED FOR ALL FLOOR TILE AREAS. 13. ALL CEILINGS SHALL RECEIVE'KNOCK-DOWN' TEXTURED FINISH. 14. ALL WALLS SHALL RECEIVE UGHT'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 MIAMI-DADE PRODUCT APPROVAL (NOA). 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 MIAMI-DADE PRODUCT APPROVAL DOCUMENTS. DESIGN CRITERIA I 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 I BUILDING AREA S.F. BREAKDOWN I HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. TOTAL GROSS AREA: 3,600 S.F. 5'-01, 20'-C" FLOOR PLAN 60'-01, FAWN . M Ir9f9 10'-01, 5'-0" SCALE: 1/4" = Y-0" 10'-01, 11 en IN N 0 0 N G I FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5G-SG.17S3732& Well # 0 w h REVISIONS: < No: DATE COMMENTS ° a 0 u z w U w F I U Q Q w F Cc 0 qc�LL a z Ct O �C 00 N cc d.0 Q L MQ z ,C ° o_ LLA ,W W ~ �0 o_ ac Ln W DULL oc I� oc = ° Vz Sz O Jo • ; �U O � Q�0 a C6 0 0) z J I N W O 00 K V 00 W I 00 N Ln nl W , W F C cu Ln I } U a O 0 n w 0 Z O Q 0 i m0 >-20� Ma O o `0 0 LLU Z U M _c u- �w LL coD 1 r L E F lO ca U W �U K Q / \w W I- It 4", O LL j 0 O 100 z/ < , o a u-.......�� w 0 LL a W Job Number: Drawn By: rss Date: 01-04-17 Sheet Number Z A-1 0 (VAK- EXIST. BARBWIRE FENCE GENERAL 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 COU'JTY 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, IV/ (4) DENSITY TEST PER LIFT. 7. ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND AS PER GEOTECHP ICAL ENGINEER'S RECOMMENDATIONS. 8. PROVIDE PROCTOR FOR FILL MATERIAL. 9. ALL DENSITIES REQUIRE MIN. 98%AASHTO-T180. SITE SPECIFICATIDNS: 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 BC4 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 SEF'FIC SYSTEMS REQUIREMENTS W/ ST. LUCIE COUNTYHEALTH DEPT. 2. HEALTH DEPT. SHill- DICTATE SIZES/CAPACITY OF SEPTIC TANK & DRAIN FIELD & SETBACK REQUIREMENTS. 3. COORDINATE PER AIT REQUIREMENTS & APPLICATION W/ SURVEYOR AND/OR HEALTH DEPT. CONSULTANT, FND. I.B.& C. UNREADABLE Y p V N �N U.E. i 0- 6 W SITE 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 18,13A 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. PROVIDED - 1.6% = OK SETBACKS: PROVIDED REQUIRED FRONT (SOUTH) 360.0' to PL 50.0' 330.0' 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: ±0.18 IMPORTANCE FACTOR: 1.00 BUILDING AREA S.F. BREAKDOWN HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. TOTAL GROSS AREA: 3,600 S.F. I I yp I LOT 99 +ry6 VACANT �9 y60 NO EXISTING WELLS OR +`Y6 W ry SEPTIC SYSTEMS PRESENT. ry6ry g N 00032'21"W(C)_690.00' P LMl AN______ I00 + o \ N ry9a ry" • + 10. 00 4' x 4' CONC. Z DOOR STOOP. BLDG. ETBACK PROPOS 30' RESIDENCE REQ'D.SETBACK &HANGAR 3,600 S F. FOOTPRINT + PROPOSED SEPTIC TANK 1- ryy 900 GALLONS. ry 10 as / / DRIVEWAY CULVERT & � MITERED END SECTIONS a PER ST. LUCIE COUNTY u; REQUIREMENTS.fn �I E \S/ 0� in p / / / 1G ,� 'C / ry09 05 ry�b 7• / / I y rylb I o 1 \ I \ I \ ry6 \ h 09 �ry0�0 \ \ ryh`•' I +� I ARROWS DESIGNATE GRADING/DRAINAGE FLOW, TYP. 50' I � REQ'D.SETBACK �- EDGE OF POND 360' BLDG. SETBACK TO PROPERTY L1,NE 330' \ ' � I C.O. _ - =41 BLDG. SETBACK TO R.O.W. \ \ C.O. 1 1/4"0 PVC WATER LINE TO \ ELEC. L _ _ _ _ _ J 4" PVC SANITARY METER EXISTING WELL. \\ ARROWS DESIGNATE LINE TO SEPTIC TANK. x \ V a� EXISTING WELL PUMP TO BE GRADING/DRAINAGE PROPOSED DRAIN FIELD ¢ \ �S 1 12' 1 m ry0 ���III + I RELOCATED, SEE PLUMBING PLAN. FLOW, TYP. 750 S.F. W/ 1.5 TIMES ly U.E. AVAILABLE AREA = 1,125 S.F. e0ry �+ o EXISTING ELEC. SERVICE/METER TO BE +ry Q =0 �6- RELOCATED, SEE ELECTRICAL PLAN. EXISTING ELEC. TRANSFORMER / - d TO REMAIN, CONFIRM W/ FPL. ^L/ ROM N N 00'32'21"W(C) $ 690.00'(P)(M) �y ry$ �' rye. 12' UTILITY FND. I.B.& C. 12' UTILITY ryo. 200 AMP 120/240V EASEMENT U.G. ELEC. SERVICE TO UNREADABLE EXIST. PAD MOUNTED rye' 00 'Tx'. VERIFY W/ FPL REP. oo + +9 + 0 a6+ fP 06, I63 ryQ. + y SITE PLAN LOT 97 VACANT NO EXISTING WELLS OR SEPTIC SYSTEMS PRESENT. MIN. SF.?uF,CK REQ. FRONT,_ SIDES CtIR SIDER POND UNDERGROUND UTILITY SERVICES: 1. PROVIDE PHONE U.G. SERVICE VERIFY W/ AT&T REP. 2. PROVIDE CABLE U.G. SERVICE VERIFY W/ CABLE REP. ry�k rye ry0y I I BENCHMARK N ;) FND.N&D LB 6018 ELEVATION 28.75' I I rya�� I 00 e� N rye. a M' I n I I I NI I OD .ti I 11b^lo"ptbj� OD hn 30 1 - - - - - - - SCALE: 7" = 30'-0" I.N&D 6018 0 REVISIONS: No: DATE COMMENTS 0 a 7C ll U Z W 1 D h U W H I U Q LU W F QLL a o cr 0 O Q co N �L �010 0 Q W QM� z�°o� �0 �0E- 016 �Z �V �\Lu Z �ZU opCooS WO�oU OC Q ��o -•�z>> a • j �U O Q�o Z D clk 00 O Cl O J J LU W 0000 w 00 N 00 I a 00 ^` �W W C up) O) t J O > O 0 a. kA � � L O Z Q 0 F oQ r� L m0 m �a >�� O o `0 0 1 LLU 0, Z m (O U W LL Q1 m / L c EF Ln a U W E- N j 1 U O \W W oLL 00 x Z; Q � \ @ W r � 0 ✓` LL a W NJob Number: O .4 > Drawn By: rss Date: 01-16-17 � O�� Sheet Number Z CALL 48 HOURS BEFORE YOU DIG C 1 IN FLORIDA 1-800-432-4770 ITS THE LAW SUNSHINE STATE ONE ILE CALL OF FLORIDA, INC. My ya Ua�0i0� U A? (n E: O d C2 L _ > Q M O c c O W R 0 ILL 6 no .G1 C cn