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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES 41 Gtnrb �1 2/t5`2` 2h TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, 'REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES:" DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME : OWEAL RESIDENCE OCCUPANCY TYPE : R STREETADDRESS : 38 SOVEREIGN WAY, FORT PIERCE FL 34949 - CONSTRUCTION TYPE: V PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGEAND BELIEF THESE PLANSAND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THEAPPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BYTHE ST LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADSAND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: . FLORIDA BUILDING CODE: �02�= EDITION WITH: SUPPLEMENTS AND ASCE 7 X 2, STRUCTURE DESIGNED AS :ENCLOSED: PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY: II X III Iv- EXPOSURE CATEGORY: B - C - D X 128 WA 5' 4. DESIGN WIND VELOCITY: 165 MPH ASD LRFD END ZONE WIDTH 5. MEAN ROOF HEIGHT: +A 16'-8" ROOF PITCH: 6112 PARAPET: WA FT.' 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) + 25.0 + 25.0' + 25"0 2+ 43.3 + 43.3 + 40.7 ZONE 1: ZONE 2: ZONE 3: ZONE4- ZONE 5: GARAGE -39.7 -67.0 -98.4 -47.0 -58.0 -528 4 • 5 2 A W 7. DESIGN LOADS: ; FLOOR: � "ROOF /DEAD . PSF ROOF /LIVE : -� P PSF N L DPSF 5F BALCONY DOCK: WA PSF DECK: NA PSF STAIRS: WA PSF FENCE: WA PSF RAILING • WA PLF / CONCENTRATED 8. WERE SHEAR WALLS OR CONSIDERED STRUCTURE R F YES X NO NOT APPLICABLEEXP IN ( LA WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES NOTAPPLICABLE EXPLAIN WHY NOT 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: BOWDOIN G. HUTCHINSON CERT # & CO. CERT. AUTH.p a f�l Is DESIGN FIRM: BOWDOIN G. HUTCHINSON, P-E. DATE: ADDRESS, 806 DELAWAREAVENUE, FORTRERCE, FL 34950 V H .1 1TY MAP Al06 -PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE RECEIVED FFR , ,.. ?421 Pe $Xih� ent A107 -PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVEDADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED fi ST LUCIE COUNTY, FLORIDA OWNERS NAME O`NEAkjlE OPENING PRODUCT RATED MANUFACTURER RIRM DRFRRI IRFSS IIFQInM DRPCQI I2P4 t WINDOWS SEE ELEVATIONS +l r- 61.8 WINDOWS SEE ELEVATIONS +80.01-110 MULLIONS NlA NIA BLOCK GLASS N/A NIA SKYLIGHTS N/A NIA SLIDING GLASS DOORS N/A N/A SWIING TYPE DOORS SEE ELEVATIONS +/-67.0 FRENCH DOORS SEE ELEVATIONS +/ - 70 GARAGE DOORS SEE ELEVATIONS IP! ' HIJRR/CAiv#_PROTECTION .I ,".-'N A_ . '.I N/A ROOF VEIV77LATM I N/A I N/A NUMBER A100 - COVER SHEET A101 - PROPOSED FLOOR P N, TYPICAL WALL SECTION, & SOFFIT DETAIL A102 -PROPOSED ELEVATIOINS A103-PROPOSED ELEVATIONS A104 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A105 - PROPOSED FOUNDATION PLAN A106 - FOOTING DETAILS A107 - BLOCK PLAN A108 - LINTEL SCHEDULE, TkUSSICONNECTOR SCHEDULE, OPEN INFORMATION A109 - PROPOSED TRUSS PLAN. A109 - PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL GARAGE DOORATTACHMENT DETAIL. ROOF SHEATHING NAILING ZONE DETAIL INTERIOR STEP DOWN BEARING WALL DETAIL All - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DI IONS S ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIME DNS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 20ZQ FBC --'I\ RESIDENTIAL, FBC 20?0PLUMBING CODE, FBC Z020 MECHANICAL CODE, FBC 2026ENERGY CONSERVATION, AND THE NEC (NFPA 70).200f EDITION. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. s ADDITIONAL NOTES t 1) INTERIOR TO BE''W DRYWALL FINISH. ® 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. W THICK WITH (13 GAGE, 1 318' LONG,1SB4" HEAD; 0,098" DIAMETER,1 Y<" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086' DIAMETER, 1 5/8" LONG, W" HEAD: OR GYPSUM BOARD NAIL, 0.086' DIAMETER, 1 SW LONG, 9/32' HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702A.2). 4) WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450.. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC31S. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE AFLAME m s SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. e STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITHASCE:':"' r3) SOIL EARING CAPACITY; 2000 PSF (MIN.). ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: YBEAMS: 1'h'SUSPENDEDSLABS: 1 W 6) LAPALL REINFORCING STEELAMINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS. W130' MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6' O.C. OVER (2) LAYERS OF (159 FELT OR TYVAK BUILDING WRAP) OVER 1952' COX PLYWOOD WITH 10D NAILSTO STUDS @ 8" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ENERGY CONSERVATION NOTES PLANNING 81 DEVELOPMENT SERVICES DEPARTMENT 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020ENERGY BUILDING & REGULATIONS DIVISIONONSERYATION RESIDENTIALr ' " ' PRODUCT REWEWAFF7DAWT 9 2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES AppuCANT : '' SHALL BE WEATHERSTRIPPED AND INSULATED TDA LEVEL EQUIVALENTTD THE INSULATION ON K t l THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE PRODUCT QUIR GLASS TYPE'. METHOD OF ATTACHMENT FILL FROM SPILLING INTO THE LIVING SPACE. :POT/VINYL/CASEMENT CA-5540 NOA020-0402.03 IMPACT POT I VINYL I PICTURE WINDOW PW5540 NOA#20-0401.07 IMPACT N/A NIA N/A NIA NIA WA NIA N/A WA N/A _N/fi N/A '[ ., ..':) r NIA NIA N/A NIA THERMA-TRU SMOOTH STAR FL # 20468.4 NIA PGT FD45W5 NOA # 20-0427.05 IMPACT TYPE 2 & 7 DAB 824-811 1WO416 20-0929• It N!A h N/A N/A N/A NO NO N/A I l/ ROOFINGMATERIALS ,4 - 13GuL.F 4*"-r1 6u�rL,(, � ci1FLs 5 V -• btl,j I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE AP HEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: BOWDOIN G. HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BOWDOIN G. HUTCHINSON. RE. CERTIFICATION No. 70878 4, f 10 -, R I SO I L �� POR.ST 11 p, 0 RDA FL# 3381�>"Z I Im PROJECT NAME : v O'NEAL RESIDENCE W PROJECT ADDRESS 7 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA 34949 LL SHEET TITLE a. COVER SHEET 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN `. 1y �. ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. IW X 1-lW MIN. EMBED. TAPCONS Q 47 8- O.C. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER TESTED LISTED AND LABELED IN ACCORDANCSVAJ H. R402.4.3. 1/4" X 1-V4' MIN. EMBED. TAPCONS � 8"! 9' D.C.✓ SQUARE FTAND MUST BE 4✓--••-'""`"'�`""'". ,✓" .,,,. NIA 5) CONT OCTRA R SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 202 0ENERGY CONSERVATION R401.3. ELECTRICAL NOTES N/A 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. NIA 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTINGFIXTURES SHALL BE q HIGH-EFFACY LAMPS ORA MINIMUM OF 76% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGH�TI,�`�,G$HALLNOT BE REQUIRED TO BE HIGH-EFFACYLAMPS) +� 1 • LMAE COUNIT�- IW X I-lW MIN EMBED TAPCONS M 6"/ 14 5"D.C. 1l4"X1-1/4 MIN EMBED TAPCON8 Q4"/B5 O.C. 9) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWO&OMONEDAND 17 UNCONDITIONED SPACES.t�j 5/18"X 1'JB MIN EMBED LAO SCREWS. (oNe PER BRAcI�q 4/�' / XP 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED 30 THAT ONE SMOKE DETECTORACTIVATESALL �� SMOKE DETECTORS IN THE RESIDENCE NIA NIA 5) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS,. LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCAND NEC REQUIREMENTS. 'T) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, PER ROOF ATTACHMENT SHEET # A112 OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. {: DATE a 09-28-2020 M SCALE AS NOTED GARAG BIDE LEFT EXPO S RE 165 / D M O o E L C STOM PLAN JOB N U B 'R : 2020-02 1,3 F g., 2 4 =u BEAM WITH S" 8 ;DETAIL, SHEET, 11-314PX 14'MICF 3/4" X 14" STEEL BEAM WITH S" 8 ;DETAIL, SHEET, 11-314PX 14'MICF 3/4" X 14" STEEL GAS STUB OUT TO GRILL SUMMER COVERED PORCH IONS 12'00 FLAT CEILING STUCCO CEILING PER NOTES z ucpEF. 9 1 T-10. 1T-4W ■ 0 SINK CONCRETE 0 3-11X2'STEP Irsn LANDING a �9��, 91 1 m m I IMF■ ■ 6080/TEMP / 1-LITE 60801 TEMP I 1-LITE 7 -31X 96-31V') -314- X 95-3/4") 1 (71 STORAGE ILI (NO AC) UP WATER K SS (TEMP) GAS TAN HEATER WALLS TO CLO. 6 CA-H35 (2_112_X62.) 3-V2'SIEP 3: TILED 6M I TEMP I I -LITE Cr SHOWER ROD & SHEI F z (EGRESS) (71 -W' X 95-3/4') 0 0 VALVE b FD HOSE BIBBI= a I-9/;E K go co KET Z 308 [3 S\TEP ACE) MASTER BEDROOM 0/P o I 28" HIGH WALL w/ Ng : w mx a. 10'-0" FLAT CEILING C.M.SIL Lu �It L 0 HALL w L9 2 < GREAT ROOM i x , � W= ww :Ls "FLAT CEILING o 3080 1 POCKET Ln co z z NC CONDENSER i i m>i 'n > z 0 i z 0 a A (D I Hwc) 'D t; o ICA ROD &SHEIF z z: x ----7 r — — -- — — — — — — 0 F I FIG JS2 INSULATE WALL VW MIN. R-I tIz 10 F= STORAGE - Z =I (2) CAR GARAGE 1 2 N. FIR GENERATOR 10L0"FLAT CEILING RATED 0 nm T T IAHIUI I' HALL 10'-0ff FLAT CEILING 22-1/TX 17,51W CONTRACTOR TO ATTICACC VERFYLOCATION 2880 1 POCKET DOOR (PLU DAL T1 2 2SMSC 8N5C' 4 SS ENS ARM &D FOYER O BOTTOM CHORD BEARING 13'-63/." 12'0"RAT CEILING cl AHU IN ATTIC WITH DRIP PAN I pq AND DRAIN LINE c m TRANSOM at OFFICE (2�,3080/TEMR IN : S i all LIGHT ATTIC STORAGE TRANSOM 10'00 FLAT CEILING (71-31,V'X 9&3/4 TRANSOM t - — — — — — — — — — — — — — 0 FW-12 PW-12 UTILITY SLAB ---------- z -------------------------------------- Iwar VIE�x, Mi JIM f GA-17H I (D) A, 3-1/2'STEP CA47H ELECT. METER i 250 AMP I ELECTRICAL SERVICE 2(y-8%4" CA-D24 id I FIX 2 (PT) FURRING ENTRY wf 121 DRYWALL CHOSE BIBB VAULTED CEILING / RAFTER FRAMED - 6(12 PITCH (TYPICAL) PICAL) T & 0 CEILING F, 8:) CA C3 n owill 1911 16M 1 OHGD I Is I FRISER I IF IV'TREAD FLOOR,-, PLkN] SCALE: 1/4" = V-0" 0 CA-26 I EGRESS (36w X 621 0 CA-25 I EGRESS HOSE BIBB PW-8054 (95" X 63") jBjjjjEDROOM - 3 10, 0"CEILING ai DINING w T-Tw 1 Y-519 841 b 10`00 FLAT CEILING w 26801POCKE DOOR 25801POCKETOO1 3 i'v-10ye KITCHEN 10'OOFLATCEIUNG 4'-0%' rxr 212 CD 9b 9 9 1 Fq cm a 2r x 61 2'.0" TALL CABINETS REFRIDGERATOR SHELF WITH CABINETS ABOVE PANTRY ell HALL let. o III V-3%" FCLOSET w CLOSET w 28801 POCKET DOOR BEDROOM -2 V-3W 10, o"COUNG : I— III wsuzArE wxi. wmim. R-it Fvs BATr 0Y 0 hi 0 0 z 9 1 Iruo INC V-41/2" O 3080 J28,08C co HALL uj all o 1010'FLAT CEILING PROVIDE BLOCKING FOR 'IRON -AWAY' w 28801POCKETDOOR SYSTEM 2880 1 POCKET Ism 'CKET ROOM ` _jR ILAI IT CEILING STU —7 9og X� UTILITY ROOM 9 �! 100* FLAT CEILING no HALF BATH BASE CABINET FOR GAS AND COUNTER FOIS GAS DRYER A ------------ L45`jTY WC W-7MV :rj (26-1/2' X 37sW) (2&1J2-X37,3/S') PW-H33 PW-H33 z (TEMPERED) (TEMPERED) FiX 2 (PT) FURRING] _YpDrWALL CAL) LI U-1 PROJECT NAME O'NEAL RESIDENCE PROJECT ,1M,7NDRESS 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA 34949 SHEET TITLE FLOOR PLAN DATE 09-28-2020 SCALE4AS NOTED GARAC31i siDF- LEFT EXPOSURE$.' 166 / D MODEL ! .0 CUSTOM PLAN JOB NUMBER . 2020-02 BIBB 5 1 OR ONITCHIN ',"40H PL#10116 t,.Vlvlw- spummATION coul: S-6SINGLIELFAMMMASWkE WODEL CUSTOM � - GARAGE LEFT ELECTRICAL SERVICE UNDERGROUND EXPOSURE 165-D PLAN DIMENSIONS 8V-8"X57'-0ff AREA TABULATIONS LIVING AREA 2659 SQUARE FEET 2 CAR GARAGE 461 SQUARE FEET 1 CAR GARAGE R Q ET COVERED ENTi L X�WE EET BACKPORCH 351 SQUARE FEET STORAGE 30 SQUARE FEET TOTAL FOOTPRINT 3910 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREAVOLUME: 27,742.50SQ. FT. ri— i197 m RIDGEHT+/-23'-0"AFF -------------------- --------- T' X 6-ACCENT TRUSS +I-161-81'M.R.H.AFF - - - - - - - - - - - - - - - - - - - - - 12 - - - 4" WIDE RAISED 6 VV 12 STUCCO BANDING 8' X 16' STUCCO COLLAR 6 (TYPICAL). BEARING HEIGHT ENTRY 12'-0'AFF '' •' ' i BEARING HEIGHT 10'-0' AFF k /� 9f , x [31\.� ,: XiAa^ .$KTIsYAf �• ..C��ir,. Sit .: _,.e .". ,j% 4'WIDE RAISED STUCCO i ` + ..o• VERT. EDGE BANDING. M '' ., �:. 3: //o ... g , 6"X30"STUCCOCAP IS,.,,..�.�,. PER NOTES(TYPICAL) 1 SQUARE TAPERED COLN,WITH 8' X 8" CMU COLUMN STUCCOFINISH, PER DUMETAIL r�- wl (2) # 5 VERTICAL BARS 24"XW' CMU COLUMN BASE 40" A.F.F. wl 6 STUCCO CAP (TYPICAL (2) LOCATIONS) ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENINGAREA IN SQUARE FEET WALL ZONE POSITIVE NEGATIVE PRODUCT DESIGN PRESSURE A 18080 OHGD 128.0 END ZONE + 40.7 PSF - 52.8 PSF B CA-D24 12.5 INTERIOR ZONE + 43.3 PSF - 47.0 PSF +/- 5&O PSF C CA-17H 11.5 INTERIOR ZONE + 43.3 PSF - 47.0 PSF +/- 55O PSF C-1 PW-12 3.1 INTERIOR ZONE + 43.3 PSF - 47.0 PSF +/- 55.0 PSF D (2)ENTRY3080 ODOORSNG 24.0 INTERIOR ZONE +43.1PSF -46.8PSF +/-47.0PSF D-1 25"X 71-3/4"FIXED 13.0 INTERIOR ZONE +43-3 PSF -47.0PSF +1-55.0PSF E CA-17H 11.5 INTERIOR ZONE + 43.3 PSF - 470 PSF +/- 55.O PSF E-1 PW-12 3.1 INTERIOR ZONE +4,rlPSF -47.0PSF +/-55.OPSF F PW-H33 6.6 INTERIOR ZONE + 43.3 PSF - 47.0 PSF +/- 55.0 PSF G PW-H33 & 6 INTERIOR ZONE + 43.3 PSF - 4Z0 PSF +/- M.0 PSF H 9080 OHGO 72.0 END ZONE + 42.0 PSF + W.3 PSF EXPOSURE 165 - D DESIGN PRESSURES PER ASCE 7-10 w 0 w U U Z Z W O BD K do Ir ui K a 3. 3 3 FINISHED FLOOR_0 0 "K EL VAT I N SC"A&_E : f4" - l'-0;" mimimimin r r HORIZONTAL "STUCCO' LAP (TYPICAL) i N 1 SAND FLOAT FINISH ONALL STUCCO BANDS & RETURNS SUCH AS WINDOWS, DOORS, GARAGE DOORS, AND ENTRY _Ilul�= STONE VENEER: 1 STONE VENEERSTONE VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS SHALL BEANCHORED DIRECTLY TO MASONRYBY THE FOLLOWING METHOD WITH CONCRETE OR MASONRY BACKING, ANCHOR TIES SHALL BE NOT LESS THAN 0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE, ORAPPROVED EQUAL, FORMED BEYOND THE BASE OF THE BACKING. THE LEGS OF THE LOOPS SHALL BE NOT LESS THAN 6 INCHES (152 MM) IN LENGTH BENTAT RIGHTANGLES AND LAID IN THE MORTAR JOINT, AND SPACED SO THAT THE EYES OR LOOPS ARE 12 INCHES (305 MM) MAXIMUM ON CENTER (D.C.) IN BOTH DIRECTIONS. THERE SHALL BE PROVIDED NOT LESS THAN A0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE TIE, OR APPROVED EQUAL, THREADED THROUGH THE EXPOSED LOOPS FOR EVERY 2 SQUARE FEET (0.2 M2) OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15 INCHES (381 MM) IN LENGTH BENT SO THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2 INCHES (51 MM) OF EACH WIRE LEG SHALL HAVE ARIGHT -ANGLE BEND. ONE -INCH (25 MM) MINIMUM THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER. BEARING HEIGHT 10'-OWA 4" WIDE RAISED STUCCO VERT. EDGE BANDING. i (TYPICAL) • 6' WIDE RAISED HORIZONTAL • _ __ a:. STUCCO BANDING Y ro - - _ FINISHED FLOOR 0'-0„ o ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS DOORS GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENING AREA IN SQUARE FEET WALL ZONE POSITIVE NEGATIVE PRODUCT DESIGN PRESSURE K CA-25 1&5 END ZONE + 43.2 PSF - 57.8 PSF +/- 55.0 PSF L CA-25 15.5 INTERIOR ZONE + 43.2 PSF - 46.9 PSF +/- 55.0 PSF M 98"X 83-FOXED 42.0 INTERIOR ZONE + 42.7 PSF - 58.7 PSF +/- 55.0 PSF N (2) 3060 OUTSWING PATIO g=S 24.0 INTERIOR ZONE +43-1PSF -46.8PSF +/-47.0PSF N-1 FIXED GLASS TRANSOM 12.4 INTERIOR ZONE + 43.3 PSF - 47.0 PSF +/- 55.0 PSF 0 (2)308000TSWING PATIO DOORS 24.0 INTERIOR ZONE +411PSF -46.8PSF +/-47.OPSF 0-1 FIXED GLASS TRANSOM 1 Z4 INTERIOR ZONE + 43.3 PSF - 4ZO PSF +/- 55.0 PSF P (2) 3080 OUTSWING PATIO DOORS 24.0 INTERIOR ZONE + 43.1 PSF - 46.8 PSF +/- 47.0 PSF R CA-H35 12.7 INTERIOR ZONE + 43.3 PSF - 47.0 PSF +/- 55.0 PSF EXPOSURE 165 - D DESIGN PRESSURES PER ASCE 7-10 Z Lu Lu � OW 3 R O z HB -- I' -- --- --------- -- - - -- - q, DATE : 09-28-2020 C " SCALE : AS NOTED GARAGi SPODE LEFT EXPOSURE 165/D NA o D E L :l CUSTOM PLAN I o EI nI u E1 IIE R: 2020-02 NOR FILE CO mm LILLLU ljiLLu FINISHED FLOOR 0'-0" cy C� / I= AV * �,A OF 57 F F� ,r' ��,, SSI0 N A) BEARING HEIGHT ENTRY 12'-0"AFF BEARING HEIGHT W-0-AFF _ _ BEARING HEIGHT_ 10'-0'AFF i VA f FINISHED FLOOR 0'-0" _ _ _ _ _ - - — - — - _ _ _;._ - _„ - FINISHED FLOOR 0'_0"—j/�j��J�— —A.flYSBTCI.Te?Tii�S:iS—� 171-1•s . "-' RETURN RIGHTDE ELEVATION SCALE: 1/4' = l'-0" PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCHEDULE 5V-CRIMP METAL ROOF OVER PEEL & STICK ICYNENNE FOAM INSULATION CONT. GALV. MTL DRIP (R-20) OVER (PT) 1 X 2 1/2" DRYWALL @ CEILING 2" X 8" PRE -PRIMED (TYPICAL) SPRUCE FASCIA 12" 2 ROWS 8" X 8 BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI OH NON -VENTED CONCRETE FILLED CELL. STUCCO SOFFIT (2 ROWS) (SEE DETAIL) 8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL STUCCO FINISH - DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE N 1"X2" P.T. FURRING STRIPS r C @ 16" O.C. ON TOP OF 3/4" VERTICAL REBAR TIED TO DOWEL RIGID FOIL FACE INSULATION o & RUNNING INTO BEAM BLOCK o �4Lcio.�• IN3000PSI CONC• 1/2"DRYWALL R (TYPICAL) VERTICAL DOWELS W/ 30" LAP SPLICE 8" CONCRETE BLOCKS FROM FOOTER WOOD BASE BOARDS rSEE FOUNDATION PLAN1 l FOR SIZE & SPACING J CONCRETE SLAB (SEE FOUNDATION PLAN) 0"_0' TOP OF SLAB GRADE 4' ,�- - m -- — - - -- - 9 PROVIDE (2) ROWS OF 8" X 8" BEAM BLOCK (( w/ (1) # 5 BAR EACH IN 3000 PSI) CONCRETE FILLED CELLS FOR WALL HEIGHTS OVER 8 0- TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE BEARING HEIGHT 12'-0"AFF BEARING HEIGHT 10'-0"AFF FINISHED FLOOR 0'-V Pu" I S 1 L U" I i B,"' ""F9�� s �I 1 LUCE ,� .t�4 LEFT SIDE ELEVATION SCALE: 1/4" = V-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENINGAREA RE FEET IN SQUA WALL ZONE POSITIVE NEGATIVE I CA-25 15.5 INTERIOR ZONE + 43.2 PSF - 46.9 PSF J 60'X 16" FIXED GLASS 6.6 END ZONE +43.3 PSF - 58.0 PSF EXPOSURE 165 - D DESIGN PRESSURES PER ASCE 740 ACTUAL DESIGN PRESSURES OR ALL EXTERIOR WINDOWS DOORS GARAGED R AND tildil AR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION EA INQUARE FEET SQUARE WALL ZONE POSITIVE NEGATIVE O 3080/OS/EXTERIOR DOOR 24.0 INTERIOR ZONE +43.1 PSF -46.8 PSF S CA-34 18.6 INTERIOR ZONE +43.1 PSF -46.8PSF T 30801OS /EXTERIOR DOOR 24.0 INTERIOR ZONE + 43.1 PSF - 46.8 PSF EXPOSURE DESIGN PRESSURE 165. D PER A E 7-1 PROJECT NAME: El O'NEAL RESIDENCE 'w PROJECT ADDRESS 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA 34949 SHEET TITLE k -t RIGHT & LEFT ELEVATIONS, TYP. WALL & SOFFIT DATE : 09-28-2020 SCALE : AS NOTED .ALRAGE SIDE LEFT E PCISUFZE 165/D MODEL CUSTOM PLAN JOB NUMBER : 2020-02 ® ' FI OI' T. 2 X 4 NAILER CONTINUOUS 'ITH 3/16" X 3" TAPCONS 'X 8" PRIMED & PAINTED IS SPRUCE TUCCO OVER WIRE LATH 111ga. 2" NAILS WITH 3/8' EAD DIA. AT 6" O.C. OVER 8" RIB LATH @ 6.O.C. WITH LAYERSOF 15 # FELT OVER NCH FRAMING MEMBER) BEARING HEIGHT ENTRY 12'-0"AF. F.. BEARING HEIGHT 10'-0-AFF �J `;4----------- FINISHED FLOOR f'-!) . — - — - —��j- REVIEWED FOR. T CODE OOPL.IA1 ET. L.0 �OCC � �r SF • v2� :�"" _ 0. 087 O ••• , �A90 FL R�� ���� S 1 ON A , ' f FILM: VUr 4s � bus i � r7M I { i1 to M F FLOOD LIGHT PREWIRE STUB OUT ELECTRICAL TO DOCK mm STUB OUT ELECTRICAL FOR BOAT LIFT / i U. ,,µµ, FLOOD LIGHT PREWIRE � lUJ (TYP) FAN PREWIRE ONLY FAN PREWIRE O LY FAN PREWIRE ONLY �_ GFI / ' = R 4 'v I R BELOW CABINET LIGHTING C='- -' WP/GFI ._III-.... � .� GFI t4^d ' _ \,,.� • I UC REF I GFI 1� �" - -- '� ,CONFJRMPREWIRE on% FI , /' LOCATION ' \-�_— — - DET TOR / /1 POOLPRE-WIRE l BELOW CABINET LIGHTING - - , GFI WP/GFI w Op I I LL R y�9 1 'i/fu.. I A �; 11 PENDANT 'LIGHT PREWIRES � 1 I 0 I I GFI' DIM LLI GFI ,.G:I• f I.I �y w I ' GF,-- z lmio. F F- or rn ZZ w ,N N FAN PREWIRE ONLY I I O Z 110V �xm PREWIFARE \ FAN PREWIRE ONLY / I I Z 3RdT �..,. ; ONLY W 1 _N _ —_ _ R FAN PREWIRE ONLY 1 I NWo WP/GFI GFI II � , GFI \ FI, FAN PREWIRE ONL 11 LL gW 1 — I AIC CONDENSER ' GFIi -ty ' 'I I - 1 F .`' ��: �.� + ,�EFRIDGERATOR 1 1 ' I _______ 17-1 IN FACE • I ) I ) OF CABINET 220V! DISC SD/CO OUTLETS @ 48" APE R ERATOR DETECTOR GEN 16 CIRCUITS BOTTOM CHORD BEARING- 100 AMPS AHU IN ATTIC WITH DRIP PAN AND DRAIN LINE SD/CO $� GENERATOR rr' HU IEN / I I I I DETECTOR -' ' _ _ ---' p�•' ' I /1.1 OUTLETFOR ' WP/GFI /'----��.^/r ��� II IY" SYSTEM ~ 3 Fm w LIGHT INAT_rj5�,-- "" 7„ .,, .: / ./ k -, ' /. w J , / GFI ' EF� GFI -{R} E -- -- - - -- - ------------------------ ONLY FAN PREWIRE 250AMP;-"'K' SERVICE , � #; ' ® FI ' W D o ELECT. METER i OHGD (�)z WP/GFI-- OPENER PREWIRE DISC I• :� ,[' �, I' : ®.S . , { , )• r TRANSFER SWITCH '` I WP/GFI @ SOFFIT I / 1 I I WP/GFI @ SOFF.R STUB FOR LANDSCAPE LIGHTING -3Q WP/GFI @ SOFFIT ELECTRICAL PLAN SCALE: 19' = V-0" TV & PHONE OUTLET LOCATIONS BY BUILDER CO = CARBON MONOXIDE DETECTOR SD = SMOKE DETECTOR DEDICATED 6 DEDICATED J LIGHT IN ATTIC WP/GFI Q SOFFIT ELECTRICAL NOTES 1 LL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)2011 FDITION. r (, I 2) A MINIMUM OF 75% OF THE LAMP IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE 1 HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE LED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V JJ / BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTEt{CONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIpCENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 126-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. B) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. �, ^� .�- t"'_)RT U I BLVD, Suff 0 1"103 PHT SUCR IT L Q'' O, fl pole;� a Y PROJECT NAME O'NEAL RESIDENCE PROJECT ADDRESS 38 SOVEREIGN WAY , FORT PIERCE, FLORIDA 34949 SHEET TITLE ELECTRICAL PLAN - DISC. O 20012 M DISC. o 100/2 (3) 250 MCM IN 2-1/2" C 4—c >_ # 3, # 8, 1-1/2" C (3) 310, # 4, 2" C MAIN TRANS SWITCH "EP" "EP ZOOA MTS4 100A / 240 V 120 / 240 1'a 19 MLO MLO -(3) # 3, # 8.1-1/2" C # 2 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND ELECTRICAL RISER NOTE: USE ALL COPPER WIRE NO SCALE 100/2 DISC. ELECTRICAL LOAD CALCULATIONS PER NEC 11 1 2659 SO. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 7977 T - 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRYCIRCUIT 1500 4 DISHWASHER 1200 5 REFRIGERATOR 1200 6 IRRIGATION PUMP (OPTION) 1800 7 MISC. 3000C TOTAL: 46677 FIRST 10 KW @7 100% 10000 REMAINDER 0 40% 14670,8 TOTAL: 24670.8 1 A/C HEAT 0 100% 12000 I TOTAL: 36670.8 36670,8 = 155.29 AMPS USE 250 AMP SERVICE. 240 % PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE UNDERGROUND EXPOSURE 165-D PLAN DIMENSIONS 81=80X 57L0" AREA TABULATIONS LIVING AREA 2659 SQUARE FEET 2 CAR GARAGE 461 SQUARE FEET 1 CAR GARAGE 254 SQUARE FEET COVERED ENTRY 155 SQUARE FEET BACK PORCH 351 SQUARE FEET STORAGE 30SQUARE FEET TOTAL FOOTPRINT 3910 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREAVOLUME: 27,742.50 SQ. FT. DATE : 09-28-2020 SAL E AS NOTED GARAGE SIDE: LEFT EXPOSLIE I: 165 / D MODEL. C STOM PLAN: JOB NUIAB R : 2020-02 XFMR # 2 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: KITCHEN RANGE EXHAUST TO BE 100CFM, THEREFORE AS PER FBCR M1503.4 EXCEPT (a) DOES NOT REQUIRE MAKEUP AIR. ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT (JT GFI OUTLET (4) 3-WAY SWITCH $3 SD/CO DETECTOR © GFI FLUORESCENTtIGHT 4-WAY SWITCH $4 EXHAUST FAN DIMMER SWITCH $D DOOR CHIMES °P�° GARAGE DOOR OPENER PUSH BUTTON ® ALARM PAD WP-GFIOUTLET �I SERVICE PANEL oIE 110V OUTLET SERVICE METER �1 O%I Ll 220V OUTLET LIGHT FIXTURE 4-PLEX OUTLET WALL MOUNTED SWITCHED OUTLET LIGHT FIXTURE II LIGHT FIXTURE /P\ CEILING FAN w/LIGHT ,I SPECIAL PURPOSE ® wIPULL SWITCH L J Il JUNCTION BOX ® RECESSED LIGHT I A/C DISCONNECT VAPOR PROOF V PHONE OUTLET Q RECESSED LIGHT ' TV OUTLET ❑0 FLOOD LIGHT PENDANT PREWIRE 0 FLOOR OUTLET � E. FAN LIGHT SCONCEC%dnF NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210.12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ^1 a B@WNIil .,.. �e 14.y . We REFRIDGERATOR -4" 11 11-8 W/ H2O LINE FTG GARAGES FLOOR SURFACE 1)GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. WHERE SHOWN 0 ON PLAN THERE IS A VERTICAL # F, (f'c = 3000 psi MINIMUM) < IC tsu TG FrG REBAR TO BE GRADE 6 4i' ?7 c9 FTG Y 2V z v v " z W�+ ro § w W RE E LA83-1/2 O , M ' : .�; w ro ■ BELOW FINISH FLOOR ■ ■ ■: O - 18'4r ; I OPE ■ x n ■' ,- SL4�iPE 1�= '., ■ (2)B" RISERS w RECESS O.H.G.D. RECESS O.H.G.D. 5-0..wl ( I � —bl STEP I STEM WALL 13'-0" DATE : 09-28-2020 SCALE AS NOTED { GARAG SIIDE LE'¢ a Expose RE IN 1651 D MODEL USTOM PLAN J B N M O E R 2020-02 IN; m DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY TIE. NSE 878 Will 0.7 OF .FSSI as "a F 4 Yt1 �} �F tit1 � *ifrii jyv w o F, III #5 REBAR FINISH FLOOR CONCRETE SLAB O 411 F. FLOOR CONCRETE SLAB o �.o°—°—� -FINISH GRADE — — — — { --- /° .1 z (2) # 5 REBAR 12° 16" " (2) # 3" COVER MIMIMUM. INIMUM CONTINUOUS, CONTINUOUS BEARING FOOTING F INTERIOR NON-BRG. FTG. F 1 SCALE: 1/2" = 1'-0" SCALE: 1/2" #5REBAR Z II 7-5/8" CURB Z II #5 REBAR M M N CONCRETE SLAB M CONCRETE SLAB 4" CONCRETES F.FLOOR Lls_'ISH GRADE r — —7 7 — - W4" N M CONTINUOUS, "16- (2) # 3MCOVER MIMIMUINIMUM M CONTINUOUS, R MIMIMUM. F 5EXTERIOR STEP CURB SECTION SCALE: 1/2" =1'-0" F 3 SCALE: 1/2" = 1'-0" # 5 REBAR 0$71 co " (2) # 5 REBAR 16" CONTINUOUS (3" COVER) FOOTING F 4 SCALE: 1/2" = 1'-0" n #5 REBAR II CURB ECESS @ SHOWER VARI S r FINISH FLOOR GRADE °N 4" 'ram)iMEJ u' "16' (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1/2" = 1'-0" 0 6" X 16" STUCCO CAP # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) 8"X8"FHA BLOCK WITH (1)#5BAR CONTINUOUS ENTRY COLUMN FOOTING DETAIL SCALE:1/2" 1'-0" STUCCO FINISH # 5 REBAR WITH 30" MIN. LAP SPLICE 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE n— (Z)e/1„ CMU COLUMN WITH (�# 5 VERTICAL FILLED WITH (3000psi) CONCRETE , ALL CELLS (2500 PSI) CONCRETE SPREAD FOOTING ) (3) # 5 BARS CONTINUOUS 6" X 30" DECO STUCCO CAP ► STONE VENEER PER NOTES 24" X 24" X 40" HIGH CMU COLUMN BASE ALL CELLS FILLED WITH (3000psi) CONCRETE F 5 TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) ■ ■ ■ ■ ■ 0'-0" TOP OF SLAB ■ RECESS SLAB 3-1/2" o w RECESS SLAB 3-1/2' BELOW FINISH FLOOR a BELOW FINISH FLOOR ■ FOOTER REFERENCE ■ 18'-10" FOOTER REFERENCE ■ ■ m tR LL uj C7 3llT STEP RECESS'SLAB 3-1/2" _ _ _ N ■"I 4A FINISH FLOOR * ■ Ay �.G BELOW �� ",:' 1,-6" 13, Y }4�1 r{ N F V mv c r oLLzaUJ LLI LLI 77 s-t tae T-W EDGE�OF FOOTING EDGE OF FOOTING 22'-0" 10-1' 1!? 1" 17"41 13'-0" ENTRY O RALL --- - - ----- ----- -- 811.81 STEM WALL FOOTING PLAN SCALE: 1/4" = V-0" WHERE SHOWN ❑■ ON PLAN THERE IS A VERTICAL # 5 (f'c = 3000 psi MINIMUM) (2500 PSI) CONCRETE BEARING FOOTING 40" X 40" BEARING FOOTING w/ (4) # 5 BARS EACH WAY, TOP AND BOTTOM II II IRI II II IRI I II II II II II 11 I II II II II II II .I II II II II II II I II II II II II II I II II II II II II I II II II II II I II II II II II ENTRY WALL BEND # 5 BAR INTO SLAB +/- 4' " . !a " """ INN - _N UNNc I IBM 11010 N I milm ll 40" I I _ 12'-0"ENTRY BEAR IN I - J STUCCO FINISH 8" X 8" BEAM BLOCK w/ (1) # 5 BAR CONTINUOUS IN (3000 pal) CONCRETE FILLED CELL. 'f— FRONT WALL I I BEND # 5 BAR INTO SLAB +/- 4' — I I 8 ',.'0 0 J ;I s-� ENTRY FOOTING CROSS SECTION A106 SCALE: 1/2" = 1'-0" fV 9'-0"BOTTOM OF BEAM " 6" X 16" STUCCO CAP 8" PRECAST LINTEL w/ (1) # 5 BAR CONTINUOUS IN (3000 psi) CONCRETE FILLED CELL. ILAtZ'CMU COLUMN WITH (4)# 5 VERTICAL BARS, ALL CELLS FILLED WITH (3000psi) CONCRETE 6" X 30" STUCCO CAP STONE VENEER PER NOTES 24" X 24" X 40" HIGH CMUCOLUM PIEWEU FUH BASE ALL CELLS FILLED WITH (3000psCOMP"ANCIE CONCRETE WCIE COUNTY 0. IT- 4 FILE COPY DATE s 09-28-2020ELIrw SCALE AS NOTED 14 x. rjARAGE SIDE : LEFT-�" EXPOSURE 165/D a �7,=��1 MODEL k CUSTOM PLAN JOB N BIER : 2020-02 y� 10, 8 i ENs N .708 8 O �z w OF ry f T n,uiuuu,noo '� ',11P, r -1 t' �6"Rk . ': T 271/7 91-0%" 28'-0" T-2- 96 Y-91/2' 1--4---l. 37%" Ir-OW, 3r/." J'A". — — — — — — — — — — — PORCH BEAM W/ 8- BEA G I q -'l 1-3(4-X14MICROl,11JV lili:17H] —J(2) I 314"X 14" STEEL SPACER — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — "Ie— N0112 N ♦ S J♦SRECWE S SLAB 3-1/2"R BEAM ELEVATION —T— ELO FINISH FLQn HEIGHT CHANGES ♦ --2-- 73%" 10". 2-5w 73%m l'4!. 7316" V4-0 low C 3-W"STEP 3-1)2"STEP 17 - - - - - - - - - - - - T - - -1- - - - - - - Ir 3-1/rs7EP NOTE: ♦ BEAM ELEVATION ♦ HEIGHTCHANGES > - — — — — — — — — — — — — — — — — — — — — — — — — - r ♦ 10'-0"NON—BEARING WALL > — — — — — — — — RECESS SLAB 3-1/2" BELOW FINISH FLOOR IF-T-o" AN b�rLUGKAND SCALE: 1/4" = 1'-13" 1-1 10'-0" BEARING HT 12'-0" BEARING HT. ♦ 0-0 ITOP OF SLAB I CONTRACTOR TO VERIFY WO 10'-0"NON-BEARING WALL ♦ ♦ ♦ ♦ JBRECES S SLAB 3-11L BELOW FINISH FLOOR F1 2'-0- o PLIL , OR 1"' A ORT ST LUCIf, ' D Iff ORT ST ILU" 1� SU,, U G Y 4'-10" 8' X 8" BLOCK COLUMN 24" X 24"BLOCK BASE wl (2) # 6 BARS PROJECT NAME O'NEAL RESIDENCE w PROJECT ADDRESS ,3 38 SOVEREIGN WAY, FORT PIERCE , FLORI DA 34949 SHEET TITLE BLOCK PLAN DATE 09-28-2020 5CALE AS NOTED GARAGE SIDE :LEFT EXPOSURE: 165 / D INIODEL :CUSTOM PLAN JOB NUi`IIo18ER : 2020-02 REVIEWED POR CODE COMPLIANCE ST. LUCIE COUNTY IBOCC der o. -7 0 S Al. 4� s• "t ... %% TRUSS CONNECTOR SCHEDULE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIERS SPECIFIED. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE BENCHMARK ENGINEERING, AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PORT ST LUCIE PROPERTIES OWNER: ONEAL RESIDENCE TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: CUT -SHEET DATE: TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES B11 1ST AND 2ND 4869 (1) FGTR 5000 (18) SDS 1/4" X 3" & (2) 1/2" X 5" TITEN HD D1 1ST 2263 (2) HETA 20 2500 (12) 16d D1 2ND 3681 (1) MGT 3965 (22) 1Od & (1) 518"A.B. G1 1ST 3449 (1) MGT 3965 (22)1Od & (1) 518"A.B. G1 2ND 5044 (1) HDUS 5645 (14) SDS 1/4" X 2-1/2 " & (1) 5/8" A.B. 2 VALLEYS CONT. 100 # PLF O MTS 16 1000 (14) 10d X 1-1/2" T 1 STRAPAT EACH END AND 24" O.C. NOTES: OVALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) ® (1) FGTR WITH (18) SDS 114"X 3" & (2) 112" X 5" TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. TO VALLEY TRUSS IN LIEU OF ALLOTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9)10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING VALLE 2"X10"F NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM 16 WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. ID JOIST ENTER ENTRY ROOF FRAMING DETAIL SCALE: 1/4" =V-0" FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR 31TIONAL TRUSS CONNECTOR OPTIC GAS RISER NO SCALE REM 11m, 2 1-- R1 I ME im 201 SW PORT ST LUCIi BLVD,,, SUITE 103,, PORT Si LUCI , f LORIDA 34983 FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR F x U' J C.M.U. J U GROUT 2 eo O FIELD ADDED #5 REBAR @ BOTTOM • Z r (MIN. (1) REQUIRED) w s BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) _-8 F = FILLED W/ GROUT, U = UNFILLED 8F24 8F16 ■ ■ i■i MEN ■ ■ mi i CROSS SECTIONS QUANTITY OF #5 @ BOTTOM OF LINTEL CAVITY U 16-1 BM T QUANTITY OF #5 REBAR @ TOP NOMINAL WIDTH NOMINAL HEIGHT TYPE DESIGNATION NOTE WINDOW AND EXTERIOR DOOR INFORMATION CHART CONTRACTOR TO VERIFY M/O OPENING MARK MANUFACTURE SERIES GLASS SIZE CODE ACTUAL WINDOW SIZE MASONRY OPENING COMMENTS WIDTH HEIGHT WIDTH HEIGHT i A CLOPAY/OHGD 34W8-22 WA 16080 16-0" 8'-0" 16,o" 81 o" 2 B PGT/CASEMENT/VINYL CA-5540 IMPACT CA-D24 73' 49-5/8' 74-3/4" 50-518" 3 C PGT/CASEMENT/VINYL CA-5540 IMPACT C4-17H 18-118" 91-314" 19-718" 92-3/4" TEMPERED 3-A C-1 PGTICASEMENT/VINYL PW-5540 IMPACT PW-12 1 18-118" 25" 19-718" 26" 4 D PGTIFRENCHDOORS /VINYL FD-5555 IMPACT 6080 71-314" 95-W4" 73-1/2' 96-3/4' WITH1"XBUCK 4-A D-1 PGTIFIXED GLASS I VINYL PW-5540 IMPACT CUSTOM 71-314" 25" 73-112" 26' 5 E PGTI CASEMENTI VINYL CA-5540 IMPACT CA-17H 18-118" 91-314" 19-7/8" 92-3/4" TEMPERED 5 A E•1 PGT I FIXED GLASS I VINYL PW-5540 IMPACT PW-12 18-118" 25" 19-718" 26" 6 F PGT I FIXED GLASS I VINYL PW-5540 IMPACT PW-H33 25-112" 37-318' 27-114" 38-3/8" TEMPERED 7 G PGTIFIXED GLASS /VINYL PW-5540 IMPACT PW-H33 25-112" 37-318" 27-114" 38-3/8" TEMPERED 8 j H I CLOPAY/OHGD 34W6-22 WA 9060 9'-0" 8'-0" 9'-0" 8'-0" 9 1 PGTI CASEMENTI VINYL CA-5540 IMPACT CA-25 36" 62" 37,V4" 63" EGRESS 10 J PGTIFIXED GLASS/ VINYL, PW-5540 IMPACT PW-15 18-118" 62" 19-718" 63" YI K PGTI CASEMENTI VINYL CA-5540 IMPACT CA-25 36" 62" 37,V4" 63" EGRESS 12 L PGT/CASEMENT/ VINYL CA-5540 IMPACT CA-25 36" 62" 37-W4" 63" EGRESS 13 M PGTIFIXED GLASS IVINYL PW-5540 IMPACT PW-8054 95. 63" 96-W 64" 14 N PGTIFRENCH DOORS/ VINYL FD-5555 IMPACT 6080 71-314" 95-3/4 73-112" 96-0/4" WITH1'XBUCK 14A N-1 PGTIFIXED GLASS /VINYL PW-5540 IMPACT CUSTOM 71-314' 25" 73.1/2" 26" 15 O PGT/FRENCH DOORS/VINYL FD-5555 IMPACT 6080 71-314' 9&Y4' 73-1/2' 96-314" WITH 1"XBUCK 15A 0-1 PGT/FIXED GLASS/VINYL PW-5540 IMPACT CUSTOM 71-314' 25" 73-1/2" 26' 16 P PGTIFRENCHDOORS /VINYL FD-5555 IMPACT 6080 71-314" 9&Y4' 73-112" 96-3/4" WITH1"XBUCK 17 0 THERMA-TRUIFIBERGLASS SMOOTH STAR WA 3080 36" 96. 41-112' 99" 18 R PGT/CASEMENT/VINYL CA-5540 IMPACT CA-H35 25-12" 62" 27-114" 63" TEMPERED 19 S PGTICASEMENT/VINYL CA-5540 IMPACT CA-34 52-1/8" 49-5/8" 53-7/8" 50-w TEMPERED 20 T THERMA-TRU/FIBERGLASS I SSOTARH WA 3090 36" 96" 41-12" 99" CONTRACTOR TO VERIFY WITH SUPPLIER LINTELS SHALL BE " CASTCRETE "PRECAST LINTELS AS NOTED ON PLANS. 1) ALL GAS INSTALLATIONS TO COMPLY WITH FLORIDA BUILDING CODE FUEL/GAS . 202®, 2) PROVIDE GAS CONNECTIONS FOR RANGE, WATER HEATER, FIREPLACE, DRYER, AND GRILL. (VERIFYALL EQUIPMENT REQUIREMENTS PRIOR TO INSTALLATIONS). 3) PROVIDE SEPARATE PERMIT FOR UNDER GROUND TANK INSTALLATIONS. 4) ALL GAS PIPING TO BE POLYETHLENE PLASTIC PIPING. 5) GAS RISER BASED ON FBC FUEL/GAS TABLE 402.4(36), SPECIFIC GRAVITY 1.50, INLET PRESSURE 2.0 PSI AND PRESSURE DROP 1.0 PSI. 6) VENT WATER HEATER THROUGH ROOF PER MANUFACTURERS INSTRUCTIONS AND FBC FUE/GAS , 2 O2 © , I• PROJECT NAME Ll O°NEAL RESIDENCE 7 PROJECT ADDRESS ICONNECTOR ® 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA 34949 I S H E ET TITLE : LINTEL SCHEDULE, DETAILS IL SCHEDULE, GAS RISER 1/2" POLYETHYLENE PLASTIC PIPE (TYPICAL) DATE : 09-28-2020 SCALE : AS NOTED GARAGE SIDE. LEFT EXPOSURE; 165I D MODEL: CUSTOM PLAN JOB NUMBER : 2020-OZ CASTCRETE LINTEL ABOVE OPENINGS OPENING BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 1D 96' 101-0" 9741 8F28-1B/1T 1849 250 754 150 2) 96" 10'-0" 7'-6" 8F24-1B/1T 5681 800 2571 500 3Q 96" 174' T-10" BF9-1 BIOT 3069 100 3039 100 3A 132" 12'-0" 2'-10" 8F12-1B/1T 4605 750 3173 400 ® 96-3/4" 12'-0" T-6" 8F9-1 B/OT 1011 100 727 100 4A 132" 12'-0" T-6" 8F12-1B/1T 1729 750 1021 400 0 96" 17-0" 2'40" 8F9-1 B/OT 3069 200 1972 100 sA 132" 12'-0" 2'-10" 8F12-1B/1T 4605 750 3173 400 © W. 10'-0" 3'-6" 8F24-1B/1T 8974 1250 5591 650 O 96" 10'-0" T-6° 8F24-1B/1T 8974 1250 5591 650 ® 96" 10'-0" 10'-6" 8F28-1B/1T 3643 250 1732 150 9� 96' 10'-0" 4'-6" 8F24-1BI1T 8672 250 4292 150 10 96" 10'-0" V-6" 8F24-1B/1T 8360 2900 2959 1750 11 96" 10'-0" 4'4" 8F24-1B/1T 8974 260 4292 150 12 96" 10'-0" 4'-6" 8F24-1B/1T 8974 250 4292 150 13 96" 12'4" 11-44" 8F48-1B/1T 4006 1250 1749 650 14 96-3/4" 12'4" T-6" 8F9-1 B/OT 1011 100 727 100 14A 132" 12'-0" T-6" 8F12-1B/1T 1729 1350 1021 750 15 96-3/4" 12'4" T-6" 8F9-1 B/OT 1011.. 100 727 150 16A 132" 12'-0" T-6" 8F12-1B/1T 1729 1350 1021 750 1s 96-3/4" 101-0" 7'-6" 8F23-1B/1T 3898 1150 2102 550 tT 99" 12'4" 4'-6" 8F49-1B/1T 11809 250 5861 150 18 96" 10'4" T-6" 8F24-1 B/1 T 8974 250 5591 150 19 96" 10'-0" V-10" 8F24-1B/1T 6036 1200 3295 750 20 99" 10'4" 4'-6" 8F24-1 B/1 T 8974 8 0 I 5 0 L-t 1081, OPOFOEAM 5'-10" 8F36-1 B/1T 8328 450 4498 350 V-10" 8F36-1B/1T 8328 450 4498 350 Lj] L20 M T-6" 8F24-1 B/1 T 5681 250 2571 150 BOWOOIN 0. NUTCHINSON PL # IOVB o``N G. S� •'yea. , 7 N 0.708 _p:� .p -'k STATE OF ' 't \�SSIQNAL E..... W W I m OF rAA1kwk1A I r38SOVEREIGN ECT NAME RESIDENCE ECT ADDRESS WAY, FORT PIERCE, FLORIDA 34949 T TITLE PLAN DATE : 09-28-2020 SCALE : AS NOTED GARAGE SIDE .LEFT EXPOSURE: 165/D MODEL :CUSTOM PLAN JOB NUMBER: 2020-OZ � M P . HATCH LEGEND 12'-0" A. F. F 10'-0" A.F. F TRUSS END DETAIL PLUMB CUT OVERHANG =Q' N .70 8 ..0= TOF A W M" AL I� t* C r> e N, STUCCO CEILING PER STRUCTURAL NOTE #13 "SIMPSON" HD7B EACH END WITH (3) 3/4" STUD BOLTS AND (1) 7/8" X 12" ANCHOR BOLT # 5 BARS WITH 30" MIN. LAP SF PRE-ENGINEERED WOOD TRUSSES PER SCHEDULE DOUBLE BLSPACERBETWEENT}�f _WI.IWrO KIL& STLL &otr3@ IZtr O.C. STAGGERED —(2 ROWS) 8" X 8" BEAM BLOCK WITH (1)# 5 BAR CONTINUOUS IN (3000 psi) CONCRETE FILLED CELLS. VALL WITH # 5 BARS VERTICAL IN (3000psi) TE FILLED CELLS PER PLAN. FINISH FROM FOOTING FTr"T3 I CONCRETE FOOTINGS, PER SCHEDULE TYPICAL COVERED PORCH COLUMN DETAIL NOTE: SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION. AC PLAN SCALE: 1/4"= T-0" U1 PRR t. a., IUcl�RO�2, 1� i . S1' L R��.. 83 t:ArlAUa I I-AIVJ Z)HALL IVltt I I h1t 1'VLLUVVIIVIj UKI I tKIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHA ST (RATES FOR ONE -AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens Kitchens100 cfm intermittent or 25 cfm continuous Mechanical exhaust capacity of Bathrooms—Tollet Rooms 50 cfm intermittent or 20 cfm continuous For SI: 1 cubic foot per minute = 0.4719 Us. NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. PROJECT NAME — ----- - M O'NEAL RESIDENCE m PROJECT ADDRESS 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA 34949 S H E ETTITLE HVAC PLAN, AND PORCH BEAM & COLUMN DETAILe DATE : 09-28-2020 SCALE : AS NOTED GARAGE S'IIDE LEFT E_ EXPOSURE: 165/D nA O D E Li : CUSTOM PLAN JOB N M B E R: 2020_02 NOTES: 1. MUST HAVE 4" CLEARANCE AROUND AHU. r iL r. %L* 2. ALL SUPPLY AIR DUCTWORK MUST BE ROUTED AT A MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 IMOFF. I. RIFF TOW r.L ft I ON r L O o o a o N HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 0 z N Z 1/2" X 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER Z w (TYPICAL) a O w o O iV p 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) r` 0 N GARAGE FINISH FLOOR iO GARAGE DOORJAMB ATTACHMENT TO CBS WALL NO SCALE (16-0' X 8'4- & 9'4" X 8'4" GARAGE DOORS) 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) "SIMPSON" LSTA 12 WITH (4) 10d X 1-1/2" EACH MEMBER 0 ih 2" X 4" 12 6 2" X 6" e EAVE q, kE 2 w �\ G \.\ CORNER BAR — BLOCK TRANSITION NO SCALE 2" X 4" EAVE # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN C/) FILLED CELL CONTINUOUS w TO FOOTINGS. of CORNER BAR # 5 HORIZ REINF, TYP 2" X 10" RIDGEBOARD to/ L"I Z4 o'Le�c_ 2-e DCar� "SIMPSON" LSTA 12 WITH (4) 10d X 1-1/2" EACH MEMBER ENTRY ROOF ACCENT TRUSS DETAIL SCALE: 1/2" = 1'-0" NOTE: PROVIDE 1 X PT FRAMING OVER 2 X FRAMING TO COVER STRAPPING AND CONNECTIONS FOR FINISHED PRODUCT. NOTE: SEE ENTRY COLUMN DETAIL FORADDITIONAL INFORMATION 2" X 8" ROOF JOIST (TYPICAL) MEIN I a 9 Lf 121311mi if 201 SW PORT ST LUCI BLVD., SUITI 103, PORT ST LUCI f LORIDA 34983 ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1� NAILS AT 6" O.C. PERIMETER AND T O.C. FIELD ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE (3 NAILS AT 4" O.C. PERIMETER AND T O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3,1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. "SIMPSON" LSTA24 FROM JOIST TO JOIST OVER RIDGE WITH (5) 10d EACH JOIST. "SIMPSON" RR EACH JOIST WITH (8) 10d X 1-1/2" METAL ROOFING OVER PEEL & STICK OVER 19/32" CDX PLYWOOD 2" X 8" WOOD JOIST @ 16" O.C. "SIMPSON" HETA20 WITH (9) 10d X 1-1/2" NAILS 2" X (PT) FASCIA # 5 BAR WITH 90 DEGREE HOOK 8" PRECAST LINTEL WITH (1) # 5 BAR CONTINUOUS IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL SCHEDULE FOR MORE INFORMATION) STUCCO PER STRUCTURAL NOTE # 13 OVER PT 2" X 4" FRAMING AT 16" O.C. DECO COLUMN CAP 24" X 24" CONCRETE BLOCK BASE ALL CELLS FILLED WITH (3000 PSI) CONCRETE STONE VENEER PER NOTES # 5 BARS WITH 30" MIN. LAP SPLICE CONCRETE FOOTING PER PLAN ENTRY COLUMN / ROOF RAFTER DETAIL # 1 NO SCALE PROJECT NAME v O'NEAL RESIDENCE w 7 PROJECT ADDRESS Q 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA 34949 SHEET TITLE 0- DETAILS DATE : 09-28-2020 SCALE : AS NOTED GARAGE SIDE : LEFT EXPOSURE: 165/D MODEL : CUSTOM PLAN JOB NUMBER : 2020-02 —BATT INSULATION TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 16" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'4" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE 2" X 10" WOOD RIDGE JOIST. NN 8. NUTCHIN$8N PE # 70878 12'-0" ENTRY BEAR BOTTOM OF BEAM 0 _0"FINISH FLOOR G- �FFSSIONA��e° W I W FILE COPY Alll OF Al 12 ROOFING ATTACHMENT NOTES CMU W4 (SEE W1 CORRO: PER APPLY PE BETWEE (SEE N n FILLED CELLAT JAMB BLOCK (TYPICAL) " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRYw/MIN. 1-114"EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3/4" 1811 1-3/8" STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 } CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR DOOR BUCK DE NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 NOTE: MARBLE SILL PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE OR EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAMB BLOCK (TYPICAL) 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1 " X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. ;K DETAIL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-118" A T. w13116" TAPCONS 1-114" MIN. EMB. 4112" O.C. w1 # 10 SCREWS, PER PRODUCTAPPROVAL. FASTENERSAS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # I) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3/4" FURRING TO MASONRY WALL NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITYTO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD)AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL, PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. LIM 201 SW PORE ST LUCI BLVD., SUITE 103, PORT Si LUCIf, f LORIDA 34983 1 x 1-1/2" HWH w/Seating Washer At Panel Lap ---j PANEL FASTENER: 49 - 15 X 1 W' WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, '/." MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED AT 12" PARALLEL TO ROOF SLOPE AND 12" O.C. PERPENDICULAR TO ROOF SLOPE. ROOFING ATTACEWNT nts... PERFL# METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS, METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE'Tiv 0 LAYE10APPLIED IN THE FOLLOWING MANNER UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2INCHES (51 NM, FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORAANCE WITH FBC .2 a Z G , 2„ �v� � 2" r 2„ i r 211 SHOWER I 2 2„ IV - 2" 2„ VTR - TUB 1 � r'' 2" LAV Lr 4" TO SS PROJECT NAME O'NEAL RESIDENCE PROJECT ADDRESS 38 SOVEREIGN WAY, FORT PIERCE, FLORIDA34949 SHEET TITLE DETAILS, ROOF ATTACH. NOTES, PLUMB. RISER LAV LI- 2" 1-1/2" STUDDO VENT 1-1/2" AUTO VENT SINK 3" VTR 2„ J r r 2„ r W 3„ r 2" ' r V ' 2„ r r � US 3" 12" LAV 91 PLUMBING RISER NO SCALE DATE : 09-28-2020 SCALE : AS NOTED GARAGE SIDE : LEFT EXPOSURE: 165/D M D D E L: CUSTOM PLAN JOB NUMBER : 2020-02 IINI 2" 3" GAP DW 3" 3" J 2" r V ' 2" WC 2" VTR � 1 F, / r LAV INC 2" LAV 2„ T SHOWER REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PLUMBING NOTES:- _._.��,FILE COPY 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020LPLUMBING -_, 2) OWV PIPING SHALL BE SCHEDULE 40 PVC. -__- 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2aW ENERGY CONSERVATION. BOMOIN 6. NUTCNINSON P.E. # M78 W W N Al 12 OF