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HomeMy WebLinkAboutBuilding Plans2X4NOM.WOOD 15' BLOCKING + 4' SELF TAPPING METAL ANGLE- ATTACH TO + * SCREWS SCREWS AT W 2k4"TOP PLATE + € METAL STUDS OR FIXTURE &CABINET DECOR TRIM O.C. MOULDING LOCATION CMU WALL TRUSS BOTTOM CHORD PLYWOOD 2'k4" KNEEWALL I ELEVATION 7k4" BTM. P X PLATE NOTE: FXTURES AND CABINETS 4 ELF PING SCREWS BASE. NSTALLIEDPER MANUFACTURERS PLAN 8"DRYWALL SPECIFICATIONS, FOR BLOCKING AT CMU WALL USE REMOVE RETURN _.___ __..... IX4 P.T. SHOT TO WALL WITH HILTI AT WD. BLOCKING XDNI'S AT 8" O/C NOTE: ALL WOOD IN CONTACT W! MAS. TO BE PRESSURE TREATED CABINET SECTION 2 BLOCKING DETAIL ATTIC ACCESS SECTION 291-0 FOR HANGING FIXTURES AND CABINETS T GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 7TH ED, FBC 2020 FBC RESIDENTIAL CODE AND LOCAL AMENDMENTS, NFPA 101. NOTHING CONTAINED IN THIS SPECIFICATION OR SHOWN ON PLANS SHILL BE CONSTRUCTED AS TO CONFLICTWITH ANY LOCAL MUNICIPAL OR STATE LAW OR REGULATION. ALL SUCH LAWS OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIRED TO MEET BUILDING AND FIRE DEPT. REQUIREMENTS AND AS APPROVED BY THE OWNER 2. ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. 3. ALL WOOD IN CONTACT WITH CONCRETE, MASgNRY, OR STEEL BE SHALL BE PRESSURE TREATED, 4. GENERAL CONTRACTOR SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. 5. CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE ()YEAR AFTER DATE OF ACCEPTANCE BY OWNER 8. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND DOORS SUPPLIES. 7. ANY BLOCKING, NAILERS, FLASHING OR OTHER REQUIRED FRAMING MATERIAL SHALL BE INSTALLED AS REQUIRED AS IF THEYWERE ORIGINALLY DETAILED. 8. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. AN ARCHITECT'S VISIT TO THE SITE, SHALL NOT RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY. HE S(iALL IIf ANY WENTeLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY OR MEANS OR METHODS EMPLOYED WHICH ARE A HEALTH SAFETY & WELFARE ISSUE 9. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS AS OUTLINED IN THE U..S. GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION JOINTS. CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION. 10. WOOD SPECIFIC& 42 HEM -FIR SOUTHERN PINE OR SPRUCE PINE -FIR WII9%OR LESS MOISTURE CONTENT. 11. ALL WOOD FRAMINGfSHEATHING SHALL MEET PROVISIONS ON CHAPTER23, FBC 2020. 12. ALL PRODUCT ENCLOSING THE BUILDING ENVELOPE TO MEET FLORIDA PRODUCT APPROVAL REQUIREMENTS. 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITTiTHE 0OVEFININGFNERGIICODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. 14. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICALAND SHALL APPLYTO SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. EGRESS WINDOWS NOTE ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE MINIMUM TOTAL GLASS AREA OF 50 sq. ft. GROUND FLOOR WINDOWAND 5.7 sq. 8 SECOND STORY WINDOW THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE TWENTY-FOUR (4)INCHES, AND WIDTH TO BE TWENTY (20) INCHES. SILL TO BE 44' MAXIMUM ABV. FIN FLOOR BUILT-INS & FINISH 1. SEE SHOP DRAWINGS FORACTUAL KITCHEN LAY -OUT. SUBMITALL SHOP DRAWINGS FOR REVIEW. 2. ALL PANTRY AND LINEN CLOSETS TO HAVE ()NITRE SHELVES UNLESS OTHERWISE I NOTED. 3. OWNER TO SELECT ALL COLORS AND FINISHES UNLESS OTHERWISE NOTED ON THESE DRAWINGS, 4, ALL CLOTHES CLOSETS TO HAVE WIRE ROD & SHELVES AS SHOWN I SHEET INDEX A-1 FLOOR PLAN A-2 ELEVATIONS & SCHEDULES A-3 ELEVATIONS, BLDG SECTIONS, WALL SECTIONS & DETAILS S-1 PLUMB, S-2 FRAMING PLAN E-1 ELECTRICAL PLAN CODES AND EDITIONS USED: FLORIDA BUILDING CODE RESIDENTIAL 202D 7th ed. NATIONAL ELECTRICAL CODE 2018 OCCUPANCY CLASSIFICATION: GROUP R3- RESIDENTIAL (310.5 FBC) CONSTRUCTION TYPE: TYPE VB, UNSPRINKLED, UNPROTECTED DOOR SCHEDULE ALL EXT. COMPONENTS & CLADDING REQUIRE PRODUCT APP. o SIZE MAT. TYPE HDWE NOTES 1 T-0" x 8-0' COMP, OR MTL. CLAD SWING EXT. 5 2 1B'.0 x8'-0' MTL. CLAD OVERHEAD AS PER MANUR RAISED PANEL 3 3'-0' x 8',B' SOLID CORE OR MTL. SWING 4 SPRING HINGE 4 2'-0'xF-0 COMP. SWING 3 24'xF-T COMP SWING 2 C5 V 2'-mxee COMP. BIFOLD ASgERMANUF. 7 2'-o%o,-r COMP. BIFOLD AS PERMANUF. 8 TZx6'-W COMP- POCKET AS PER MANUF. 9 2'-9'xFr COMP. BIFOLD ASPERMANUF. 10 124'X8'-17' ALUM. SLIDING ASPERMANUF, 11 2'-'x6-B' COMP. BIFOLD AS PER MANUF SEE A-2 FOR WOW AND DR DETAILS WINDOW SCHEDULE ALL WDW TO HAVE SHUTTERS ID SIZE TYPE PRESSURES DETAILS NOTES HEAD JAMB SILL A 38, X 83" SH 25 -39.3 PSF A A B 27' X 39" SA H33 -34.0 PSF A A B OBS. TEMP'D C 74' X 83" SH D25 -30.8 PSF A A B MULLIONS 48' X 56" GLASS BLOCK 32.7 PSF r-tE IE DOOR HARDWARE 1. LOCK ENTRY SET OR APPROVED EQUAL 2. PRIVACY LOCK 3. LOCKSET 4. EXTERIOR DOORS SHALL BE WEATHER STRIPPED 5. AND PROVIDED N A THRESHOLD I DOOR NOTES I 1. PROVIDE WALL OR FLOOR MTD. DOOR STOPS FOR ALL DOORS 2, ALL HARDWARE TO BE BRUSHED ALUMINUM OR SATIN CHROMIUM SCHLAGE OR EQ. 3. 112 PR. BUTTS. FINISH & STYLE TO BE SELECTED BY OWNER WALL LEGEND ALL INTERIOR WALLS ARE FIGURED 4'IUNLESS OTHERWISE NOTED 8" CMU WALL BEARING AT 9'A' A.F.F. STUD WALL OR OPTIONAL METAL FRAMING TO CEILING. STUD WALL OR OPT, METAL FRAMING Rat BATI INSUL. AREA CALCULATIONS LIVING 1985 S.F. 3 CAR GARAGE 418 S.F. COVERED ENTRY 77 S.F. COVERED PATIO 200 S.F. TOTAL AREA UNDER ROOF; 2680 S.F. PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT PA # MODEL # MANUFACTOR ATTACHMENT METHOD BLDG DES. PRESS. MANFU. DES. PRESS. ENTRY D R FL 20468-R5 MULTIP INT THERMATRU 316" X 1-1/4" @ 14" MAX. 1.25" EMBED +29.8 / -39.D +50.0 / -50.0 SCREW ENBD.1- " MAX. 21" O.C. +29.8 / -39.D +50.0 / -50.0 NA - +31.2 -33.8 +75.O -75.0 41.2 +29.8 / -38.9 +49.2 !-49.2SPUTTERS FL - ., - +31.2/-41.8 +31.2/-41.8ARA E D R 824 811 DAB D R LTRACON 12" O.C. 2-1 4" EMBED +26.5/-32.5 +48.0/-52.0ROOF SHINGLES �L - RING HANK RF NAIL NAIL PER SHINGLE NA I NA I HAVE REVIEWED THE ABOVE COMPONENTS AND HAVE APPROVED THEIR USE IN THE HOME. THEY PROVIDE ADEQUATE RESISTANCE TO THE PREDICTED MAXIMUM PRESSURES DUE TO WIND LOAD AND FORCES SPECIFIED BY THE CURRENT BUILDING CODE PROVISIONS. B 114'_ 1'-O" zz z 0 w z �ENGINEER1NG LL_l �- 1014G 5W CAN055A WAY, PORT 5T LUCIE, Z FL 3498G-2839 -J OPC: (5G 1) G25-G455 Lij terry@telunnpe.com 1-- FL Reg. # 2G 1 19 IL#8t18 011 f STATEz �� 1 Dec 12021 V Z z _4 00 Cr Q) zr;00 O q�ll. rV V rq V Z ® Lu vLo � M I..V w LL ~z rLLI U/n a: V Z 0 W ® J 0- 0 0 Cf.)� O Lo 7W L Ak COMM. NO. DRAWN BY WHO DATE CHECKED BY 00/00/00 WHOCH SHEET NUMBER Aml OF4 SILL DETAILS NOTES ALUM. FINISH AND GLAZING COLOR TO BE APPIR. BY OWNER EXTERIOR WOW & DRS TO HAVE SHUTTERS ALL FENESTRATION AND EXT. DOORS SHALL BE INSTALLED AS PER PRODUCT APPROVAL; ADJUST AS REQ'D rMIN. APPLIED CONC. LWM2DO LIQUID WATERPROOFING MEMBRANE OR EQ APPROVED ON EXTERIOR OF OPENING AND ENTIRE RETURN. WDW. BUCKS TO BE CAULKED TO BLOCK OPNG. + WDW. INSTALLED AND SEALED PER MANUFACTURERS SPECS. SEALANT AAMA 8DO & 714 OR ASTIM C920 CLASS 25 GRADE NIS OR GREATER CONC.MASONRY --V 2 r FOIL BACKED V 2'r FOIL BACKED UNrr GYP BOARD R=4. I CONC. - k - GYP BOARD R=4, 1 k ON 17 P.T. OR UNIT ON 1 "A P.T. OR METAL FURRING METAL FURRING STUCCO FINISH @ 24- MAX. STUCCO FINISH @ 24' MAX. 2P.T. BUCK x6 PRE -CAST LINTEL PR�.-CASTLINTEL FASTEN TO LINTEL Vx P.T. WD BUCK CORNERBEAD WATERPRO TAPCONS 12'o.c. RAISED RAND SURROUNDOF SEE ELEV x I SELECTED CONT.SEALANT I CCflT.SEALANT CASING -! AND —'74�77 CONT.SEALANT AND DRIP EDGE WATERPROOF FASTENTHRU WOOD FRAME SURROUND TAPCONS BRICK MOLD FASTEN TO BUCK VSHIM SPACE AS PER PRODUCT 4' SHIM SPACE SCREWS AS PER I APPROVAL PROD. APP. A � SINGLE HUNG WDW. HEAD SWING DOOR HEAD JAMB SIMILIAR JAMB SIMILIAR ALUMINUMSH FRAME FASTEN DOOR �—',-.—ENTRY WINDOW THRUlxBUCK TAPGONSAS PER PRODUCT APPROVAL VSHIM SPACE RECESSED OR FLUSH CONT.SEALANT . ALUMN, THRES, SET IN CONT. CONCORMAS, FILLED SILL CAP MARBLE STOOL BED OFSEALANT SET IN GROUT BED zl RAISED RAND I SEE ELEV I I 4 Id CONT.SEALANT AND WATERPROOF SURROUND SINGLE HUNG WDW. SILL CONC.MASO UNIT stucco FIN PRE -CAST Ll' EXPANSION JOINT 71DRYWALL ON I A, 4- FURRING 2'r o.r. EXT. THRESHOLD DETAIL 2" FOIL BACKED GYP BOARD R=4.1 ON 17 P.T. OR METAL FURRING @ 24' MAX. 1x6 RT. BUCK DOORFRAME FASTEN TO SILL AS PER PRODUCT APPROVAL CORNERBEAD CONT. SEALANT AND WATERPROOF FASTEN THRU FIN FLR SURROUND TAPCONS GROUT BED AS PER PRODUCT CONCRETE APPROVAL S14B 7-7777-l",-Q v S.G.D. HEAD JAMB SIMILAR S.G'.D, SILL EXPANSION S' 24"HORIZ, BLC 2" EMBED. TAP AS PER MANUF DURAWIALL TIE GTHERCOURS MORTAR SPACER GLASS BLOCK SEALANT GLASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED GALV. STL. REINF. IN HORZ. EXTENDING FROM END TO END. CVERT. REING SHALL CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES ()GA OR WIRES AT 8' O.C. MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S.F.82C. 2704.10 offa RI novil X4141,11,31 rall m I LT11 Oki W A 112 A-3 1 1 irl FIBERGLASS SHINGLE ROOF 111'FASCIA METAL DRIP EDGE ,-tEAR ELEVATION T.0,BEAM ATIV-V FROM FIN. FLR. SLAB FIN FLR. SLAB WIND DESIGN BASIS 7TH ED. FIBC 2020, ASCE 7-10 ULTIMATE WIND SPEED: 170 MPH NOMINAL WIND SPEED: 132 MPH RISK CATEGORY 11 EXPOSURE B ENCLOSED INT. PRESSURE CIDER 10.18 MEAN ROOF HEIGHT 1 5' WALL ELEVATION A A A;4 HEIGHT ZONE ZONE T� r I @ a ZONE —50 BLDG WIDTH FIBERGLASS SHINGLE ROOF 2'x6" FASCIA METAL DRIP EDGE 1 12 51 WALL PRESSURES T.O. BEAM AT 10'-17 FROM FIN. FLR.SLAB INDW.HEADAT I-Ir A.F.F. TEXTURED GEMENTSTUGCO FINISH 014. FIN. FLR. SLAB VMS mum ................. ........................... .................. . . ... . . ............ ................ .......... EE .......... ... . .......... - FRONT ELEVATIQ"" N TEXTURED GEM ENT STUCCO FINISH k I I LEVATION COMPONENT& CLADDING 1 114"=1'-O" NOM. WIND SPEED: 132 MPH LILT. WIND SPEED: 170 MPH ZONE4 ZONE 5 SQ.FT. ZONE 4 ZONE 5 POSITIVE POSITIVE NEGATIVE NEGATIVE 10 312 PSF 31.2 PSF 10 -33.8 PSF 41.8 PSF 20 29.8 PSF 29.8 PSF 20 -325 PSF -38.9 PSF 50 28.0 PSF 28.0 PSF 60 -30,6 PSF -35.2 PSF 1DO 26.5 PSF 26.5 PSF 100 -29.5 PSF -32.5 PSF 01-01 t1h FIBERGLASS 2)C FASCIA METAL DRIP WINDOW HEADER AT 9-7A.F.F. TEXTURED CEMENT m STUCCO FINISH : 1� RIGHT SIDE ELEVATION ROOF /A—\ 01-01 FIN. FLR. SLAB T.O. BEAM AT 01-0" FIN. FLR. SLAB COMM. NO, '91"DRAVIN BY WHO DATE CHECKED BY 00/00/00 1 WHOCH SHEET NUMBER AI2 OF4 ENTRY SECTION 3O 1 1_011 NOTE; REFER TO TYPICAL WALL SECTION FOR TYPICAL NOTES. 12 5fi— 0 N A-2 O J TYRICAL SECT1ON THRU 1-#5 REBAR CONT. FILL SOLID OVER LINTELS TO FORM COMPOSITE BM. SEE LINTEL SCHEDULE PRECAST LINTEL ABOVE ALL OPENINGS ALUM, WINDOW MARBLE SILL 4" POURED OR PRECAST SILL AS DIRECTED BY BUILDER. TYPICAL WOOD BASE, ENGINEERED ROOF TRUSSES @ 24" O.C. 5/8" DRYWALL TAPED & FINISHED 2"X4" TOP PLATE 2"'X4" WOOD STUD WALL @ 24" O.C. MAX. 1/2" DRYWALL TAPED & FINISHED. EACH SIDE 2"X4" FIRE BLOCKING 211X4" PT PLATE SHOT RAMSET PINS OR APPROV. EQUAL _FINISH FLOOR TYPICAL WALL SECTiON 2j#10 S.M.S. TOP & BOTTOM @ EACH STUD CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM C HORIZONTAL BRIDGING AS REQ'D MIN.25 GAUGE CHANNEL "GYPBD. APPLIED EACH SIDE CONC. FLOOR SLAB e METAL HILTI PINS .145" DIA x 1" LG. 1' WASHERS TYP. NTEMR WALE SECTIONN TO CONCRETE n4 .1 /411=1 1-011 11110191�� RnOFING; 240#MIN. FIBERGLASS RIP SHINGLES OVER PEEL AND 'ICK UNDERLAYMENT I TAGGED 12" O.C. PERIMETER. OR GREATER CDX PLYWOOD ILED AS NOTED ON S-2 GINEERED WOOD ROOF USSES Q 24" O.C. MAX. iM. 2x4 STRINGERS @ 8'-0" O.C. M INSULATION FFLE TO PROVIDE A CLEAR NTING SPACE " DRYWALL CEILING. CK SEAT TRUSS ANCHOR EA. TRUSS. (8" PERIMETER BEAM #5a RE R 00# COURSE ZOUT. UCCO SOFFIT ON HIGH RIB WIRE LATH. 'L.x 6"W. ALUMINUM SCREEN VENTS 84" O.C. MAX. )NT. 2x6 FASCIA. INT. 26 GA. GALVANIZED DRIP. IER NOM, P.T.1x2 DRIP EDGE. "drywall over FOIL BACKED R-4.1 3ULATION DRYWALL ON 1X2 P.T. ring @ 24' O.C. (8" BLOCK COLUMN WITH 1 EACH REBARS FROM FOOTING TO AM 4'-0" O.C. MAX. FILL CELLS . AURSE GROUT 1CCO FINISH ON CONCRETE BLOCK IATERPROOF MEMBRANE APPLIED AT BASE 'PICAL WOOD BASE. MONOLITHIC CONCRETE SLAB I W.W.M. Z OPT. FIBERMESH IN CONC. MIX OVER :LENE VAPOR BARRIER. "x 16" MONOLITHIC CONCRETE FOOTING ITH 246 REBARS CONTINUOUS. )MPACTED SAND FILL TREATED FOR :RMITES. 3/411=1 1_011 m 0 Z Z 0 M W Z UENGINEEKING w 1014G 5W CAN055A z WAY, PORT 5T LUCIE, Z FL 3495G-2,539 —�+ OFC; (5G 1) G25-G455 LL] terry@telunnpe.com �2 FL Reg. # 2G 1 19 �c 50 �; Dec 12021 Z Z _O �tDD0000 OC � O c~ � M Z 00 � V N = V r%% Z a_ w F- U Lo dam' 0 ch L J u— �— Z_ LLI U) 0— U Z ® W J a- r u I — me N LL W U-) z COMM, NO. DRAWN BY TWHO DATE CHECKED BY 00/00/00 1 WHOCH SHEET NUMBER Am 3 TOP OF BM AT 10'-Ow ABV. F. F. I COVERED ENTRY mmommmmmx � � � ®ems 12 5 KITCHEN . A - T. OF BEAM AT 109-011 ABV. F. F. PRE -CAST LINTEL I STUCCO EXPANDED 3/8 - C-: SEE S-2 RIB LATH SHALL BE ATTACHED TO - STUCCO WASH HORIZONTAL WD FRAMING MEMBERS (IN SOFFIT) W/ NAILS OR STAPLES TO PROVIDE NOT LESS THAN 3/4" PENETRATION INTO HORIZONTAL WD FRAMING 12" COLUMN BLOCK MEMBERS O.C. SEE S-1 FOR DETAILS CEMENT STUCCO FINISH. SEE S-1 FOR FTG DETAILS FIN. FLR. SLAB JH WEIII=111 f M I I H,, EPJ__�r= FAMILY ROOM COVERED PATIO COMM, NO. DRAWN BY TWHO DATE CHECKED BY 00/00/00 � WHOCH SHEET NUMBER Am4 OF4 GENERAL & STRUCTURAL NOTES 1, ALL WORK BY ALL TRADES SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED ON PLANS OR NOT. 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIORTO CONSTRUCTION, USE FIGURED DIMENSIONS ONLY, DO NOT SCALE DRAWINGS ALL DIMENSIONS, WINDOW AND DOOR OPENINGS ARE NOMINAL, 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. 4, ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS OTHERWISE NOTED, 5. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR STEEL BE PRESSURE PRESERVATIVE TREATED. 6. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 304R FOR ALL MEASURING, MIXING, AND TRANSPORTING, 7. CONCRETE SHALL MEET DESIGNED COMPRESSIVE STRENGTH AS NOTED ON DRAWINGS WITHIN 28 DAYS. 8. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, FY = 60,000 PSI, DEFORMATION BARS IN ACCORDANCE WITH THE LATEST ASTM SPECIFICATIONS. 9. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETER MIN. WHERE SPLICED AND SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR WIRED TOGETHER. 10. LAP ALL REINFORCING STEEL AT CORNER SPLICES 48 BAR DIAMETER MIN. AND STAGGER SPLICES. 11. WELDED WIRE MESH TO BE LAPPED 6" AT SPLICE MIN. 12. CMU CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CONC. FILLED BLOCK CELLS AT EACH LIFT. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION PRIOR TO CONCRETE PLACING, 13. ALL WALL SYSTEMS SHALL BE BRACED AS REQUIRED DURING ERECTION BY CONTRACTOR. 14. ELECTRICAL SERVICE GROUNDING IS ALSO REQUIRED TO FOUNDATION REBAR AND METAL WATER SERVICE FOUNDATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION AND LOCAL AMENDMENTS &ASCE 7-16. 2. FOUNDATIONS WERE DESIGNED USING A MINIMUM SOIL BEARING VALUE OF 20001bs. PER SO. FT. FIELD VERIFY PRIOR TO CONSTRUCTION. 3, CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK,. 4. CONCRETE SHALL BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 TO ACHIEVE A28 DAY STRENGTH AS FOLLOWS: BEAMS AND COLUMNS ....... -...... 3000 P.SJ, SLAB ON GRADE AND MONOLITHIC FOOTINGS - ------- - 2500 P.S.I. ALL WORK SHALL CONFORM TO ACI 301 AND ACI 318 5, THE FIBER -REINFORCED CONCRETE MIX SHALL BE DESIGNED IN ACCORDANCE WITH ACI GUIDE LINES. ADD FIBERS AS NECESSARY TO CONTROL SHRINKAGE STRESSES, CRACKS AND TO PROVIDE EQUIVALENT SLAB PERFORMANCE WHEN REINFORCED WITH 6X6-W1,4X W1,4 W.W.M, 6, NO ADMIXTURES SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER. GENERAL PLUMBING NOTES 1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE FBC 7th EDITION PLUMBING CODE AND LOCAL AND STATE CODE REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 3. PLUMBING CONTRACTOR TO PROVIDED ALL REQUIRED PLUMBING PERMITS, 4. FURNISH AND INSTALL WATER AND SANITARY TO THE FIXTURES IN ACCORD WITH LOCAL GOVERNING CODES. ALL DOMESTIC WATER PIPING SHALL BE PVC, PEX, CPVC, OR COPPER, AS ALLOWED BY CODE, ALL SANITARY PIPING SHALL BE ABS OR PVC AS CODE PERMITS, 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE YEAR AFTER THE DATE OF WORK ACCEPTANCE. 6. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED 7• PROVIDE AND INSTALL PLUMBING FIXTURES AS APPROVED BY OWNER AND PERMITTED BY CODE 8• ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT, 9. DO NOT SCALE FOR EXACT FIXTURES, PIPING, EQUIPMENT. ETC. 10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS CONSTRUCTION, 11. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP, INSTALL PER PDI IN EFFECTIVE RANGE, 12, THESE PLANS ARE BASED ON AVAILABLE INFORMATION, VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 13. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES, 14. INSTALL PRESSURE REDUCING VALVES AT WATER METER IF REQUIRED PER FLORIDA BUILDING PLUMBING CODE, 15. IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION. SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. 16. SHOWERS SHALL BE ANTI SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120° F. (48.8' C) COMBINATION PRESSURE BALANCEDITHERMOSTATIC MIXING, IN ACCORD W1 ASSE Al 12.106/ CSA B125.16 17. PLUMBER TO FIELD VERIFY PLUMBING VENTS, AND TO USE STUDER VENTS WHERE REQUIRED, 18. 2" VENTS WILL BE USED ACCORDING TO FIELD CONDITIONS. 19. PLUMBER TO VERIFY HOSE BIBB LOCATIONS AND ADJUST ACCORDING TO FIELD CONDITIONS, 4" MONOLITHIC CONCRETE SLAB REINFORCED WITH 6X6 1.4 W.W.M. OR OPT. VARIES FIBERMESH IN CONC. MIX GARAGE OVER 6 MIL. POLY - SLOPE H HELENE VAPOR BARRIER, ZFINISH FLOOR 6" MAX E `) € < TI € I • = E=1 ! 1- 16'X16' MONOLITHIC . ,.- _=_ _:- :_,.E ., • .=III=I i I.I I j€ E CONCRETE FOOTING WITH -• �E E I I I�I i I�I I I I_.. 2)#5 REBARS W _ i III €, 11 I I i i CONTINUOUS. " COMPACTED SAND FILL TREATED FOR TERMITES. SECTION THRU GARAGE FTG. (D 2"=1'-0" 'x16' MONOLITHIC ACRETE FOOTING ITH 245 REBARS ATINUOUS )MPACTED SAND -L TREATED FOR :RMITES. D TYP. MONO. FTG. 2"=1'-0" WITH (1j#5 REBAR CONTINUOUS. o Oo ,-I I_; -1 11;�=-< i �__; :: 8"X12" STEP DWN. EDGE WITH ()#5 REBAR CONTINUOUS, 4 8"x8" FTG 2" j. PLUMBING RISER DIAGRAM -1F DURAROCK CERAMIC TILE CERAMIC TILE FLOOR. 2"X10"THICKENED 1) #5•- REBAR SEE FOUND. PLAN r�h �SUNKEN SHOWER DETAIL 2" TAPCON CONCRETE DOOR TRACK SCREWS @ 8" O.C. STAGGERED 8" EXP. GARAGE DOOR (1TACHMENT TO BOLT, @ 12" BUCK BY MFR.)SEE PROD, APPROVAL 2" RECESSED 2x6 P.T. BUCK WATERSTQP 6" BEYOND GARAGE TOP AND SIDES DOORJAMBS p❑ o 0 COLUMN BLOCK TO BE 8'x16" FILLED CONC, BLOCK STANDARD 2 CELL OR'O' BLOCK 2 #6 REBAR FROM @ CONTRACTORS OPTION FOOTING TO BEAM TYP. AT GARAGE DOOR OPENING O.H.DOOR JAMB DETAIL 2'=I%V MIN. 3" COVER TYPICAL. :BARS ORNER BARS Z CORNER STEEL DETAIL TO SEWER SYSTEM N,T.S. 2E$"21.011 31.2" I--_ t - - M 20'4' 11 '-0" ,- 18'-0" 1'-011 42" x 42" x 16' CONC. FTG. REINFORCED W1(5) #5 REBAR EACH I 4 WAY W/ 3' COVER. S-1 16X16 BLK. L-000MN 3 #5 VERTICAL I oz rn1 I s � I 3'-7E' 12'-2" 3'-7" I 31.611 41 441 HB 15'-0" .8,E -8E, ti I :r 4 0 I FIBERMESH ON 6 MIL. VAPOR BARRIER I OVER COMPACTED TERMITE TREATED j M SOIL a �, N E o; I / I I I NOTE: SLAB TO BE A MIN. OF 18" LARC cI I I I I I I I N i o f311 2" d I 211 3 L_�I I [V /6' VERIFY ALL PLUMBING LOCATIONS I /N I I 3" 301 I BEFORE INSTALLATION I 47 E6 N j€ �I "I ! I I 2 _ 5 O� 3, I I N mll II - S-' 9C0 I - - - - - - - - - - o 3. r I W 20 lo HB 13" , PROVIDE (2) #4 X 3'0" - 6" APART @ REENTRANT C�RNERJ j � I \EWI�� I - 3 X I¢ `),o I C STAND I 16X16 BLK. L COUMN 3#5�VERTICAL ' ELECT DAMP PANELA' M I 200 AM P I I € METER BY VERIFY LOC.. i UTILITY CO VERITY LOC. uvv I 2.9 2-10 3-2 2-11 3-4 6-4 -6 .411 I a HB INIA I I �W13 COLUMN 2 # 5 VERT. _ i z I 27"x27"x16"DP WI " (4) #5 REBAR EACH WAY AT 16" B.F.F. -4 6-4 2-2 16 1.0112-21 221-0" 7'-B" 20'-4" ® C.0 TO WITHIN 5-0' OF BUILDING ... .__ _ ......_____._...... _..._ .._ _.._.. _. _.. _ .._-.......... 3" TO SANITARY SEWER `"k FOUNDATION PLAN 0 z Z 0 N ENGINEERING W a- 1014+. 5W CANO55A Z WAY, PORT 5T LUCIE, FL 3498G-2839 --I OFC: (5G I) G25-G455 uj terry@telunrpe.com FL Reg. # 2G 119 ft " ` % STATE OF u �® Dec 12021 V7 Z 0 V b-ono � � z 00 0 0 U U N 2C� U Z oW J Lo CM W LL z r� L1J VJ C) Z ow o J W N O W Lo Z COMM. NO. DRAWN BY TWHID DATE CHECKED BY 00/00/00 WHOCH SHEET NUMBER smi OF2 ROOF FRAMING NOTES 1, LAYOUT IS TO SHOW THE DESIGN INTENT. 2. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT,IAICH SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 3. DESIGN LIVE LOAD: FLOOR 40 PSF L.L. ROOF 20 PSF L.L. 25 PSF DEAD LOAD ULT WIND LOAD 170 MPH NOM, WIND LOAD 132 MPH 4. ALL MEMBERS SHALL BE SO FRAMED,ANCHORED,TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH AND RIGIDITY, 5. GENERALLY WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES, CARE SHOULD BE TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE OF WALLS. 6, ALL CONNECTIONS SHALL BE AS SPECIFIED IN THE 2020 FLORIDA BUILDING CODE AND LOCAL AMENDMENTS 7. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/ TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 8, ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE, 9. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. 10. TRUSS LAYOUT & ENG. TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION MASONRY NOTES 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR. DESIGN COMPRESSIVE STRENGTH F'M=1,500 PSI 3, M ASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO THE LATES EDITION OF THE ACI BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530, ASCE 7-16,TMS 402) SPECIFICATIONS FOR MASONRY STRUCTURES, ((ACI 530.1, ASCE 7-16,TMS 602) ASTM C476, ASTM C1019 AND NCMA 107. 4, THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL VERT. BAR LOCATIONS AND ASSURE PROPERLY POSITIONED AND CENTERED REBAR AND THAT ALL CELLS ARE RODDED AND MADE CLEAR OF ALL MORTAR AND OTHER DEBRIS. 5, THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL MASONRY CONSTRUCTION. ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE 6. CARE MUST BETAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERICAL WALL REINFORCING SHALL BE LAP SPLICED AT NO GREATER THAN T-O" O.C. AND SHALL BE LAPPED A MINIMUM OF Z 4". CLEANOUTS MUST BE PROVIDED AT ALL LOCATIONS WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. 7. GROUTING OF CELLS: LOW -LIFT OR HIGH -LIFT GROUTING MAY BE USED IN GROUTING WALL CELLS, AT CONTRACTOR'S OPTION. THE FOLLOWING SPECIFICATIONS SHALL APPLY: A. REINFORCING STEEL SHALL BE SECURED IN PLACE AND INSPECTED PRIOR TO GROUTING. B. ALL GROUT SHALL BE PUDDLED ORVIBRATED IN PLACE. C. GROUTING OF BEAM OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. D. THE TOP OF UNFILLED CELL COLUMNS UNDER A HORIZONTAL MASONRY BEAM SHALL BE COVERED WITH METAL LATH OR SPECIAL UNITS TO CONFINE THE GROUT FILL TO THE BEAM SECTION. E. ALL BOLTS, ANCHORS AND OTHER EMBEDDED STEEL SHALL BE SOLIDLY GROUTED IN PLACE. 8. GROUT SHALL BE 3000PSI COURSE MASONRY GROUT ASTM C-476. PEA GRAVEL CONCRETE IS PROHIBITED 9, CMU CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CONC. FILLED BLOCK CELLS AT EACH LIFT. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION PRIOR TO CONCRETE PLACING. BEAM REINFORCI SEE PLAN a � ° w 1-9 BAR 00 -Ls CD )- AT BOTTOM OF LINTEL CAVITY. — — f 4 #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL95 BAR OPENING BELOW AS SHOWN. 16'Sd6"CONC. BLOCK € 4 COLUMN CORNER REINF. DETAIL 2 - 2 t7 r L N ROOF SHEATHING: 3 T r i a 3 ZONE 1& 2: OO 6" O.C. EDGE AND 6" O.C. FIELD 2 OO © ZONE 3: 4" O.C. EDGE AND 6" O.G. FIELD Z=4' 3 r <> 3 32" OR GREATER 2 Z ' N d RING SHANKS ROOF SHEATHING NAILING N.T.S. WIND DESIGN BASIS ROOF DESIGN BASIS N.T.S. 7th ED. FBC 2020 ASCE 7-16, ULTIMATE WIND SPEED:170 MPH 7th ED. FBC 2020 NOMINAL WIND SPEED:132 MPH MEAN ROOF HEIGHT =15' RISK CATEGORY II 20 PSF LIVE LOAD EXPOSURE B ENCLOSED 25 PSF DEAD LOAD INT. PRESSURE COEF: +/- 0.18 10 PSF L.L. TRUSS BOTT CHORD PRECAST LINTEL TABLE (CASTE-CRETE) LOADS SHOWN ARE IN P.L.F. LENGTH LINTEL ALLOWED GRAVITY OA APPLIED GRAVITY LOAD ALL TOF LOAD APPLIED UPLIFT REMARKS 4'-8" 1999 1150 2276 970 8 F16.0BIIT 17'4" 750 250 348 250 8 F16.OBIIT 3 4.6" 2931 250 2707 250 8 1`16.0131IT 4 T-7" 3820 250 3060 250 8 F16.0131IT 5 4'-6" 2931 250 2707 250 8 F16.OBIlT 13"-4" 1075 1150 607 970 8 F16-OBIIT 7 4'.6" 2931 2100 2707 2100 8 FIB-OBIIT 5'-4" 19N 250 2276 250 8 F16.OBIIT 9 4--f 2931 2100 2707 2100 8 F16-OBIIT 10 T-8" 1625 1150 1136 970 8 F16.OB/IT 11 1V.0" 1247 250 916 250 8 F16-1WIT 2 7-8" 1625 250 1136 250 8 F16-1131IT 13 v-8" 1625 500 1136 430 8 F16.1B/IT 14 20'-0" 598 250' 307 250 8 F16-1WIT 15 10'-8" 1625 500 1136 430 8 F16-1WIT TYPE U=UNFILLED QUANTITY OF#5- :H, a • "= { REBAR AT BO70M 8U$ 81`8 +• 8F1 _1 BI1 OF LINTEL CAVITY 81-12 • ~ NOMINAL_/ I. ---{QUANTITY OF#5� 8WIDTH F16 REBARAT TOP J& NOMINAL .s. 81`32 BF28 BF24 81`20 LINTEL SECTIONS :MENTS SEE PLAN__. CONT. BEAM BLOCK FILLED CELL REINF, _. _ ........ CONC. COLUMN, SEE PLAN. 8716" MIN. COMPOSITE PRE i CAST LINTEL SEE SCH. FOR I REINF. SEE PLAN 4- --- MIN. i )ROPPED COMPOSITE BEAM DET. 4" =1"-0" CONNECTOR SCHEDULE 860 UPLIFT 3B CONNECTOR TYPE MARK SIMPSON or USP EQUAL Product Code Description FASTENERS UPLIFT # F1 F2 girder masonry wall 1 wood frame A HETALI2 TRUSS ANCHOR 2 EMBED 1040 415 1100 B HETAL16 TRUSS ANCHOR 2 EMBED 1810 415 1100 /a, FRAMING PLAN 1 0 z z 0 W a rn m n m v� •r r� o Z ENGINEERING LL1 a-- 1014G 5W CAN055A z WAY, PORT 5T LUCIE, z FL 3498G-2839 OFC: (5G 1) G25-G455 uj terry@telunnpe.com 1--FLReg.#2GI10 vt m STATE or Z. Dec 12021 z z 0 00 d. 0 ��m Z 00 � 0 V ZM V cV z V W J r U � Ch LU ILL Z W U) 0-0 Z 0 W O J W U `t 0- N ILL W IO Z COMM. NO. 1FDRAWN BY WHO DATE CHECKED BY 00/00/00 WHOCH SHEET NUMBER Sm2 OF2 GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3, ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE# 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND NEAREST COPPER WATER LINE (OLD 7. ALL 120V.1 PHASE 15A. AND 20A. BATHROOM, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (.F.I. PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (.F.I.)IN LIEU OF (G.F.I. BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 9. RECEPTACLES SHALL BE 15A. AND 120V. OF THE GROUND TYPE. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 11. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 75% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. Ul. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY Wl UL#2034-96, 15. ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED. 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOM (IF USED) SHALL BE RATED AT CFMISF OF VENTILATED FLOOR AREA. 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 21. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AND IN ACCORD W! NEC21012(A AND ARC FAULT PROTECTED IN ACCORD W1NEC210.12(A) 22. CEILING FANS TO BE MOUNTED PER NEC 422.19, 422.20, 422.21 23. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE 12" TO CENTER TELEPHONE JACKS 46" TO CENTER LIGHT SWITCHES 16" TO CENTER RECEPTACLES 46" TO CENTER KITCHEN RECEPTACLES OVER VANITIES 42"TO CENTER BATH RECEPTACLES 32" TO BATH RECEPTACLE (ORIZONTAL 12" TO CENTER TELEVISION JACKS 91"TO BATH WALL SCONCES WIP 24. ALL LIGHTS IN CLOSET SHALL BE ENCLOSED AS PER NEC 410.16 & FBC RE E4003.12 25. ALL EXTERIOR FIXTURES SHALL BE Ul. RATED FOR EXTERIOR. 26. PROVIDE BUBBLE COVER OVER EXT. RECEPTACLES PER 406.9()"&*>I 27. ALL LAUNDRY, BATH & KITCHEN COUNTERTOP RECEPTACLES SHALL BE GFI PROTECTED & AFCI PROTECTED PER 210.12( 28. AFCI PROTECTION SHALL COMPLY WITH NEC 210.12 210.8 AND FBC RE E3902 29. ALL LIGHTING IN TUB OR SHOWERS SHALL BE PER NEC410.10( FBC RE E4003.11 AND SUITABLE FOR DAMP LOCATIONS. ELECTRICAL LEGEND DUPLEX CONVENIENCE OUTLET DUPLEX - SPLIT WIRED `I F' GROUND FAULT INTERUPTER GFI. WEATHER PROOF GROUND FAULT OF INTERUPTER ( SINGLE CONVENIENCE OUTLET 230 VOLT OUTLET SPECIAL PURPOSE OUTLET 120V. OR 240V. so SMOKE ALARM - DIRECT WIRED cso COP SMOKE ALARM -DIRECT WIRED TELEPHONE OUTLET TRANSFORMER BY UTILITY CO. E--- FLUORESCENT FIXTURE 0 DOORBELL CHIMES LO C, DISCONNECT ❑ CABLE T,V. OUTLET: SWITCH 3 3 WAY SWITCH 4 4 WAY SWITCH CEILING LIGHT OUTLET WALL MOUNT LIGHT OUTLET c ATTIC LIGHT WITH PULL CHAIN RECESSED IN CEILING HIGH -HAT }} VAPOR PROOF -0� PUSH BUTTON SWITCH ® EXHAUST FAN EXHAUST FAN COMBO 0 PUSH BUTTON SWITCH P.B. CEILING FAN (UTLET ONLY ❑ JUNCTION BOX FLOOD LIGHTS ELECTRIC METER M BY UTILITY CO. PANEL 240V.FLUSH 200 AMP MAIN CIRCUIT BREAKER INTER SYSTEM BONDING TERMINATION 0 THHN-CU POINT. IN T CONDUIT #4 SOLID CU. GROUND TO COLD WATER PIPE FW DRIVEN CU. ROD & FOUNDATION STEEL RAM N.T.S. TRICAL LOADCALCULATIONS CIRCUIT DESCRIPTION CIRCUIT POLE BKR. TRIP WIRE WATTS REMARKS 1 20 12 700 AT NAME PLATE RATING FREFRIGERATOR RANGE 2 50 6 8000 AT NAME PLATE RATING REFRIGERATOR 1 20 12 3000 GFI/AFCI 6,8 WATER HEATER 2 30 10 4500 AT NAME PLATE RATING 7 9 DRYER 2 30 10 5000 AT NAME PLATE RATING 1012 COND. UNIT 1 2 40 10 __M 4500W (NON -COINCIDENTAL) 11,12 AHU #1 2 50 8 10000 10 KW STRIP 1416 LIGHTS/RECP. 1 15 14 5955 AT 3W / SF 17 BATH GFI 1 20 12 ---- 18 DISHWASHER GFI 1 20 12 1500 19 GARBAGE DISPOSAL GFI 1 20 12 800 20 MICRO/HOOD 1 20 12 700 AT NAME PLATE RATING 21 WASHER 1 20 12 1500 22124 LIGHT/ RECP. 2 15 14 ---- 25 GARAGE/DOOR OPENER 1 20 12 1000 26 DINING 1 20 12 1500 27 SMOKE DETECTOR 1 20 12 200 28330 SPARE 29-3113 SPACES DEMAND FACTOR: TOTAL LOAD CONNECTED 44,355 A/C AT 65% 61500 1ST 10000 AT 100 % 10,000 REMAINDER AT 40 % 91742 N.E.C. 220-82 OPTIONAL CALC. DWELLING UNITS 26,202/240 109.3 AMPS Kill� ' W.P. 4X40% "AAI N "AAlk 1 /4EE=1 E_0EE Z Z 0 a UENGINEERING LL1 CL 1014G 5W CAN055A Z WAY, PORT 5T LUCIF, FL 3498G-2839 OFC: (5G 1) G25-G455 LLI terry@telunnpe.com 1-FLReg.#2G119 zvol awrar or N Dec T 202'1 d z Z u d- E i~ m z Lr) 00 u N C (D r-.. = V Po.% Z Q w J U co w EL zL C/) FL (-) Z 0 W J 0 o N LL W 'o Z Ak COMM. NO. 1 F'DRAWN BY WHO DATE CHECKED BY 00/00/00 WHOCH SHEET NUMBER E�l OR AIR SCOOP INSULATED ROUND INSULATED (MIN. R-6yy COLLAR SUPPLY -AIR DUCT �OF RIDGID OR FLEXIBL MANUAL VOLUME FABRICATION) DAMPER rr—." / DRAWBAND CONNECTOR BENEATH INSULATION INSULATED (MIN, R-6} FLEXIBLE DUCT - NO LONGER THAN 20 FT. W/ ONE ELBOW ONLY (U.O.N.) INSULATED ROUND COLLAR DIFFUSER OR CEILING GRILLE (SEE PLAN FOR SIZES) INSULATED (MIN. R-6) SQUARE BOX FOR SQUARE NECK DIFFUSER OR DIFFUSERS - USE ROUND NECK W/ REDUCER IF REQUIRED TYPICAL CONNECTION TO AIR DIFFUSER NOT TO SCALE HN.A.C. GENERAL NOTES 1. ALL H.V.A.C. WORK SHALL BE IN FULL COMPLIANCE WITH ALL APPLICABLE SECTIONS OF THE "FLORIDA BUILDING CODE 2020 7th addition -MECHANICAL" AND BE PERFORMED BYASTATE LICENSED CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND FUNCTIONING WITH ACCEPTANCE BY THE OWNER AND/OR ARCHITECT AS A CONDITION OF THE CONTRACT. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT FOR REVIEW PRIOR TO PURCHASING EQUIPMENT. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHARGES WILL BE ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER/ARCHITECT. 3. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. PRIOR TO INSTALLING EQUIPMENT AND/OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 4. DRAWINGS ARE DIAGRAMMATIC ILLUSTRATIONS. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT. PIPING, DUCTWORK, ETC. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING SYSTEM. 5. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 6. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST ASHRAE GUIDE. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 7. AIR FILTERS SHALL BE INSTALLED ON ALL RETURN AIR EQUIPMENT INLETS. PROVIDE AN EXTRA FILTER, INSTALL AT END OF CONSTRUCTION. 8. ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OD THE WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, STATE, AND LOCAL CODES, RULES, AND ORDINANCES. 9. PROVIDE MAIN AND AUXILIARY CONDENSATE DRAINS FOR ALL AIR CONDITIONING UNITS AND DRAIN TO EXTERIOR PERMEABLE GROUND OR AS SHOWN ON THE PLANS. 10. AIR CONDITIONING CONDENSATE PIPING AND FITTINGS SHALL BE PVC OR DWV (ASTM-D2662). ALL INTERIOR CONDENSATE PIPING IN UNAIRCONDITIONED SPACES SHALL BE WRAPPED WITH A MINIMUM 1/2' SELF SEALING INSULATING FOAM JACKET. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROLS FOR THE OPERATION OF THE HVAC SYSTEM. 11. MAINTAIN 4" MINIMUM CLEARANCE AROUND ALL AIR HANDLING UNITS. 12. THERMOSTATS SHALL BE ONE STEP HEATING WITH SYSTEM "HEAT -AUTO -COOL-OFF" AND FAN "ON -AUTO " SELECTOR SWITCHES. USE "HONEYWELL" OR AN APPROVED EQUAL. 13. ALL DUCT TRUNK LINES SHALL BE FIBERGLASS BOARD UNLESS NOTED OTHERWISE ON PLANS AND MUST COMFORM WITH SMACNA STANDARDS AND ALL LOCAL CODES. DUCT DROPS TO CEILINGS MAY BE INSULATED FLEXIBLE DUCT AS INDICATED ON THE HVAC PLAN. "FLEX" DUCTS SHALL BE FULLY EXTENDED AND OPEN. FIBERGLASS DUCT INSULATION VALUE SHALL BE R-6. 14. ALL VENTILATION DUCTWORK SHALL BE GALVANIZED SHEETMETAL. 15. DUCT SIZES SHOWN OR INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 16. HANGERS SHALL BE PROVIDED IN ACCORDANCE WITH S.M.A.C.N.A. RECOMMENDATIONS. 17. AIR DISTRIBUTION ACCESSORIES SHALL BE AIR GUIDE, ANEMOSTAT, TITUS, OR APPROVED EQUAL. ALL SUPPLY A.C. DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. BRANCH TAKEOFFS MUST BE PROPORTIONAL SPLITS. 18. THE OWNER SHALL APPROVE THE FINISH COLOR OF ALL EXPOSED AIR DISTRIBUTION DEVICES. 19. SMOKE DETECTORS ARE REQUIRED ON ALL PRIMARY AIR CONDITIONING SYSTEMS WHERE TOTAL AIR VOLUME EXCEEDS 2,000 C.F.M. SYSTEM SHALL BE WIRED TO SHUT OFF AIR HANDLER WHEN SMOKE IS DETECTED ALSO WIRE TO ALARM AND TROUBLE SIGNAL AS SHOWN ON PLANS. 20. PROVIDE FIRE DAMPERS IN ALL DUCTS PAS BUT THE CROSSING THROUGH FIRE DIVISION WALLS, ROOF AND/ OR FLOOR PENETRATIONS. FIRE DAMPER INSTALLATIONS SHALL COMPLY WITH ALL LOCAL CODES. 21. ELECTRIC STRIP HEATERS SHALL BE BLAST COIL TYPE WITH NICKEL CHROMIUM WIRE AND INSULATING BUSHINGS FACTORY MOUNTED AND WIRED INCLUDING ALL HEAT LIMITERS, HOGH LIMIT SWITCHES, AND CONTRACTORS IN ACCORDANCE WITH THE "NATIONAL ELECTRIC CODE". 22. EXHAUST FANS SHALL HAVE THE CAPACITIES AS STATED ON THE DRAWINGS AND BE PROVIDED WITH BACK DRAFT DAMPER, BIRD SCREEN, AND WHEN REQUIRED A SAFETY SWITCH. 23. HVAC CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS FOR ANY ROOF MOUNTED HVAC EQUIPMENT,CURBS OR STANDS INCLUDING MOUNTING DETAILS AND CALCULATIONS FOR PERMIT. 24. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR EQUIPMENT/LAYOUT SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 25. THE HVAC CONTRACTOR WILL BE RESPONSIBLE FOR BALANCING THE H.V.A.C. SYSTEM, ADJUSTING DAMPERS AND FANS TO OBTAIN AIR QUANTITIES WITHIN 5% OF THOSE INDICATED ON THE DRAWINGS. 26. IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WITHOUT THE ENGINEER'S CONSENT, THE A/C CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. 27. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR IS NOT OPERATING PROPERLY. E `HB H V A P. PI AN Mf)T1:C- x = SUPPLY AIR DIFFUSER z = RETURN AIR GRILUAIR DIFFUSER Ceiling Diffusers, Titus FS, Adjustable Vanes, OBD White Enamel Finish 0 0 dW.\ NOTE: INTERIOR A/C DUCT WORK TO BE FLEX DUCT INSULATED R-6 WITH 26 GAUGE METAL STRAPS. L�_ MECHANICAL PLAN 1 J411= 1 1-011 0 z z 0 Lu � O� Cfp t\ �O if3 •t M O Z �ENGINFEIZING W �- 1014G 5W CAN055A r Z WAY, PORT 5T LUCIE, FL 3498G-2839 —r OFC: (5G I) G25-G455 U j terry@telunnpc.com }- fL Reg. # 2G 1 19 # 1 ff % �� i1 o 0 0 N. Dec 12021 U Z Z 0 00 � 0.1 Q z Ln 00 Q V V N _ U z p w J a) U CY) {!) J W ILL Z W U) I U Z Q W r� J C v H CD cNo W Lo Z Nomw COMM. NO. 1FDRAWN BY WHO DATE CHECKED BY 00/00/00 WHOCH SHEET NUMBER mmi OR