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HomeMy WebLinkAboutBuilding Plans' ARCHITECT W 1s• o4 , M03110IN, Vi{4LL E WN, CLOMANCE 21-TN 24 IN CLEARANCE N4�. 44 �H JrE FRONTOFOPENING s SH2WtA WAT O SIGLCLOSET{7PD : BkET WALL �� Ai.t. s I N 1 ' TUB t 21 ;N: 23 IN, kLEARANCE OLFAFRANCE. WALL. 't,ri _ s_._.. WA'IEn CLOCErS WALL For Sk: 1 fic! - 25A mim? Ln FIGURE R307.1 MINIMUM FIXTU RE CLEARANCES c V AREA CALCULATIONS AIR CONDITIONED AREAS 1,200 SF 1ST FLOOR 1,200 SF NON CONDITIONED AREAS 492 SF GARAGE PORCH 360 SF 132 SF GROSS AREA 1,692 SF IL-u 2 I I 1 I I i I I 4 I I I I I I I PORCH 8'_0„ CLG I i DEL 2"x12" WOOD BEAM W/ 6'4" 9'-3" V-5" 9'-3" 1/2" PLYWD SPACER GLUED & NAILED W/ 16d NAILS @ 8" O.C. STAGGERED E.W. BOTH SIDES. (TYP) - I � I 6°68 SL. GL. R. (TEMP'D) SH 23 HB SH /2 32 SH 25 GRESS L- r -=�n m DW BA 1 - = EM 8'-0 CL KITCHEN KITCHEN v 8'-0" CLG O O MIRROR N ao RANGE W/ o ro EXHAUST HOOD O �O 10 -6 8-4' _ N DINING BEDROOM 1 6'-0" CLG J I Refrigerator - - -- MIRRO BA 2 WH Dryer Washer o a 66 (V BIFOLD 2868 2868 DR V68 m HC DR HC DR 0 = _BOLD - -- DR EP R&S - 4 CARPORT R/A 2661 FULL R&S 8'-0"CLG ------- LOUVER N - IF LD 2868 2868 HC DR HC DR 6068 BIFOLD AHU Y DR ih LIVING ROOM 8'-0" CLG 10'-6" 4" 10'-6" I 0 I iv N Ca i BEDROOM 3 BEDROOM 2 Co F-0" CLG 8'-0" CLG m P.T. 6'W" WOOD POST (TYP) I 1 p -6„ 10' 6" I 3068 FIBRGLS. 2) SH 25 THRSHLD SH 25 E RESS SH 25 EGRESS HB 1 A&00 5,4„ 64„ Itz 1ST FL 1/4" = 1'-0" OOR PLAN 3 A3.00 CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EXPOSURE CATEGORY: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 22FT ROOF PITCH: 4:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -25.0 ZONE 2: -30.0 ZONE 3: -57.0 ZONE 4: -28.0 ZONE 5: -34.0 GARAGE: N/A 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE. 30 PSF 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL BORING TEST REQUIRED: YES STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION T DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. PRODUCT REVIEW'' PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MIODEL# APPROVAL GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN # TYPE`` CASE) PRESSURES $ ZONE 4.28 •55 MASONITE STORMGUARO FL# IMPACT #10 WOOD SCREWS, 6" FROM COMERS & 4OR MORE ZONE 5.34 INTERNATIONAL FIBERGLASS 22378.5' EQUALLY SPAaD VERTICALLY, V FROM CORNERS & SIDE -HINGED CENTER HORIZONTAL DOOR UNIT SUDING ZONE 4 -28 .50" SILVER LIME V3 SERIES/70 FL# IMPACT #10 WOOD MWS, FiwFROM Ai,T RNMS, W O.C. GLASS ZONE S -24 BUILDING SERIES (SOW) 14996.4 vERnCALL (2), HORIZONTAL @ CENTER OF DOOR & S" DOOR PRODUCTS CORP. EACH SIDE TOP & BOTTOM WAU$ ZONE 4 48 N/A HAMESMARDIE HARDIE PLAW FLIP N/A "511ANKIt0"371rHOx ZONES 34 eUiIDING P G �UGA,RROOONNI�N"G(0,. 5' U ROOF ZONE2.24 86 EXTREME METAL 5 V CRIMP 26GA `FL# N/A, (METHOD 1 ATTMNT) #9 X 1-1/2" HEX -WASHER HEAD ZONE 2 70 FABRICATORS14'- STEEL ROOF 17022.1 R-7 WOOD SCREW* TO PENETRATE 3/16" MIN. THRU ZONE 3 -W 1Q PANEL DECK OR 5/8" EMBEDMENT INTO WOOD PLANK (*OR SUFFICIENT LENGTH TO MEET REQM'TS ) WINDOW ZONE 438 •55 S ti34 17494i1 IMPACT f EEN"DOD OfZONE 5#LU RS 4 -28 N METAL ...ALUM Nl IMPA[T /4 x 3 G *SCREWS 2" O.C. WIT -HA MINI F ZONE FABRICATIONS, INC, N Ls 18 0S16.07 1 E CE UNDERLMNT ZONE 1: 24 622 5 P0LYGLASS USA P0LYSICK FL# NA SELI ADHERED DIRECT TO NEW WOOD SHEATHING ZONE. 2: -40 TU PLUS 5259-R28 SURFACE SHOULD BE CLEAN AND FREE OF DEBRIS ZONE 3: -60 SIDING ZONE 4: -28 NA JAMES HARDIE HARDIE PLANK FL# NA 11 GA. ROOFING NAILS (0.121" SHANK x 0.371" HD ZONE 5: -34 SIDING 13192.2 x 1.25' LONG) @ 24" O.C. THIS SEAL H EON VIDEO ONLY TO DILATE OU REVI D A ROV R OF PR UCTS HIS STRU E. HE NC HESE P UCTS AND METHODS ATTACHEMENT ARE BASED ENTIRELY UPON TEST DATA P OVIDED BY THE MANU RER, WHICH CARRIES IT WON ENGI EER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE, FOR THESE PRODUCTS. +CONN'ECTOR SCHEDULE TRUSS 10 BEARING POINT(S) TRUSS ACTUAL UPUFT(GROUPEQ, WORST CASE)' SIMPSON CONNECTOR(S) CONNECTOR(S) ' UPLIFT DfStGN FASTENER'S Al 4rO.C. 100# (1) MTS 16 10DD# 144.1I dkiw1jr A2 EACH 1+456# (2) MTS 16 2000# 2#-100' 1.1/2" A3-A4 EAC14 9' 1) HATS 16 1DOO# 14-10dk -1/'2" AS EAR 14S6# (2) MTS 16 2DDd# 294 Wx -1%i"' 81 48" OX, 1 (1) MTS 16 100U# 14-10dx1 1fx" 1S2-81 E (1) MIS 16 lom 14-10tllt �l ' VALLEY TRUSSES 48" O.C. 100## (1)MTS 16 1000# 141 kIdL1-1/2" •E, R ¢• r . -q , URER'S SHOP DRAWINGS_ KOST TRUSS INC,, JOB # KENNEDY GABRIEt CI2032. TI�1J55 EPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES, SEE MANUFACI RER"S TR1t"SS TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC 3UBJECTTO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SpeeEt° Topographic DESIGN Westheringa Frost line Termitec DESIGN UNDERLAYMENT HAZARDS9 FREEZING ANNUAL LOAD (mph) effectsk CATEGORY' depth° TEMPa REQUIRED^ IINDEXI TEMPI NA 8 a Fig. r301.2(4) NA Negligible NA I Very Heavy NA NA NA Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NEW RESIDENCE FT. PIERCE, FLORIDA CLIENT KENNEDY GABRIEL I CONSULTANTS I REGISTRATION MICHAELJ. SEAL, AIA AR96898 REVISIONS NO. DATE I KEY PLAN I q© f po50 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 0. i� `� I SHEET TITLE / SHEET NUMBER FLOOR PLAN File Copy RECEIVED i Al NOV 07'19 Am00 ST. Lucie County, Permitting IPROJECT NUMBER 12107/2018 DATE 11/05/2019 a \qo-,, -00 50 ----- - - - - - - I 1 18"xl8' THICKENED EDGE FOOTING W/ (3) #5 BARS m w I CONTINUOUS a- O 4 4" (2500 PSI) POURED CONCRETE SLAB W/ 6x6x10/10 WWM OR FIBERMESH REINFORCING ON 6mil VAPOR BARRIER F I OVER CLEAN, COMPACTED, TREATED I C0 I SAND FILL -a(D L - - - - ---------, HB ---------------- — r------------- - - - - -- 1----- - - - -- - ----------------- - - -� -- - - - - -i / I I I I 18"x18" MONOLITHIC iv FOOTING W/ (3) #5 BARS ro U CONTINUOUS r' m 4 �. v 0 0 M P-3 0ll 16'-101, I I I Refrigerator ° I I SLOPE WH I I I Washer SLAB I I I I I 18"x18" THICKENED EDGE I I 4" (2500 PSI) POURED CONCRETE SLAB W/ —FOOTING W/ (3) #5 BARS I I 6x6x10/10 WWM OR FIBERMESH CONTINUOUS i r REINFORCING ON 6mil VAPOR BARRIER HVAC CHASE & COND. LINE I OVER CLEAN, COMPACTED, TREATED , SAND FILL / 1 I I I I I I I I I I I I I I I I I I I 6112 Sl'EP I I I i I I I I 18"x18" THICKENED EDGE I - FOOTING W/ (3) #5 BARS I CONTINUOUS I I I I a Hgr---------ui--------------- N O �� 1 8"x8" THICKENED EDGE FOOTING W/ (1) #5 BAR CONTINUOUS 13'-8" 12'_0" 40'-0" P-2 P-1 P-3 'u� P-2 RIDGE P2 G'FP -1 P-2 a m P-2 (D RIDGE P P-3 N P-1 P-2 P-�P xP -3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES y 19/32" CDX PLYWOOD SHEATHING 25'- " R GR R ME OF HEIGHT SHALL HAV INGSH K NAILS 2 GABLE E 3/411 = 1' 0" O� 2„ VTR GO I l2„ I —2" 2° c �s 0 SANITARY RISER DIAGRAM 2"x4" LATERAL BRACING FIRST (4) TRUSSES @ RIDGE & 6-0" O.C. EACH SIDE OF RIDGE 2"x4"'X" BRACING FIRST 4 TRUSSES @ RIDGE & 6'-0" EACH SIDE OF RIDGE HARDIE PANEL SIDING ON HOUSEWRAP OVER 1/2" CDX PLYWOOD W/ 8d NAILS @ 4" O.C. PERIMETER & 8" O.C. FIELD (2) 10d NAILS @ EACH BRACE -SIMPSON MTS 16 W/ 14-10d NAILS @ 32" O.C. SIMPS OVERI 16d COMMON NAILS @ 16" O.C. EACH 2"x4" CONTINUOUS NAILER CONTINOUS DBL TOP PLATE ND DETAIL (FRAME) OVERFRAMED TRUSS DETAIL I I I �I I ARCHITECT xChitlectonic Inc 16 DELAWARE AVENUE )RT PIERCE, FLORIDA 34950 772 460 7751 772 460 4244 WW.ARCHITECTON ICINC.COM rATE REG # AA26003348 tvv IK1:%DIUCIVLC f. PIERCE, FLORIDA CENNE:DY 3ABRI'EL CONSULTANTS _ I KEY PLAN SHEET TITLE / SHEET NUMBER NUMBER. 12/07/2018 IPROJECT DATE 11/0512019 . ... �-.. -. L .n •t I t,k� �fr t �.' .aka j r s r REAR ELEVATION 2 1/4" = 1'-0" ARCHITECT Architectonic it t nic Inc METAL ROOFING ON PEEL -N-STICK UNDERLAYMENT OVER 19/32" CDX I O PLYWOOD SHEATHING NAILED PER ROOF SHEATHING NAILING ZONE 1 1 REFER TO TYPICAL WALL SECTION FOR DETAIL ROOFING INFORMATION ' PRE- EERED SSES FORT PIERCE, FLORIDA 34960 @ 24" O.C. T: 772 460 7751 R-20 SPRAY INSULATION PRE-ENGINEERED TRUSSES F: 772 460 4244 SIMPSON MTS 16 W/ (14) @ 24" O.C. W W W.ARCHITECTONiC INC.COM 10d NAILS PER STRAPPING SIMPSON MTS 16 W/ (14) SCHEDULE 10d NAILS PER STRAPPING STATE REG # AA26003348 DBL 2"X6" TOP PLATE SCHEDULE 2"x4" SUB -FASCIA Q COPYRIGHT 2017 DRIP EDGE 5/8 GYP. BOARD PROJECT CEILING 1"x6"FASCIA NEW RESIDENCE DBL 2"x12" WOOD BEAM W/ 1/2" PLYWOOD GLUED & NAILED W/ HARDIE SOFFIT 10d NAILS @ 8" O.C. STAGGERED E.W. BOTH SIDES HARDI PLANK LAP SIDI ON HOUSEWRAP OVE 5/8" CDX PLYWOOD W/ 8d f I 1 (2) SIMPSON LSTA 18 W/ 14-10d @ 4" O.C. PERIMETER & 8" NAILS O.C. FIELD 2"X6" STUDS @ 16" O.C. F 1/2" GYP. SIMPSON AC66 MAX W/ 14-16d NOTE: PROVIDE SI�M1PSON SP6 BOARD NAILS @ BEAM & 14-16d NAILS FT. PIERCE, FLORIDA o @ TOP AND BOTTOPI4 PLATES 9 TO POST EVERY OTHER STUpp W/ (6) 10d NAILS CLIENT R-19 SPRAY INSULATION 1 5/8" EXTERIOR SOFFIT BOARD W/ 1 1/2 KE N N E®DY DRYWALL SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD GABRIEL. 2"X6" BOTTOM PLATE W/ 1/2" P.T. 6"x6" POST DIA. A.B. @ 24" D.C. W/ 2"x2"xl/8" WASHERS WOOD SIMPSON ABU66 POST BASE BASE W/ 5/8" DIA ANCHOR BOLT & REFER TO FOUNDATION 12-16d NAILS PLAN FOR SIZES AND REINFORCING REFER TO FOUNDATION d PLAN FOR SIZES AND m ' ' REINFORCING 1 CONSULTANTS 1 • d oil (0 I Ed l I_ I = SECTION (FRAME_) (5� T4YPIOCAL PORCH DETA PEEL-N-STICK STUCCO ON PAPER BACKED I ATH HOUSEWRAP OR 15# FELT WINDOW 9 1 1/2" = 1'-0" F BUCK HING DETAIL MAXIMUM HEADER SPAN WALL HEIGHT STUD SPACING 1 1 1 1 1 2 1 2 1 2 1 2 # OF HEADER STUDS SUPPORTING END OF HEADER 10'-0" OR LESS 1 16" O.C. 1 21 2 3 1 31 3 1 3 # OF FULL HEI STU EA E H DER 10"-0" OR MORE 16" O.C. 1 2 1 2 3 1 3 1 4 1 4 DBL 2"X4" TOP ' REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS VO. I DATE REVISION 1 11/05/19 1 BLDG DEPT COMMENTS ROOF TRUSSES- -REFER TO CONNECTOR SCHEDULE FOR TRUSS TO TOP PLATE CONNECTION Q DOUBLE TOP PLATE 1/2" GYP. BOARD CLGS &WALLS - CRIPPLE STUDS (NOT REQUIRED FOR 8'-0" HIGH WALL) 2"X4" STUDS @ 16" O.C. KEY PLAN HEADER (DOUBLE 2"X12" W/ 1/2" PLYWOOD SPACER, GLUED AND NAILED W/ 16d NAILS '- @ 8" O.C. STAGGERED BOTH SIDES) STRAP EACH STUD AS REQUIRED W/ SIMPSON LSTA 18 OR MTS 18 W/ (14) 10d NAILS HEADER STUDS P.T. 2"X4" BOTTOM PLATE FULL HEIGHT STUDS ; SHEET TITLE / SHEET NUMBER NOTE: SIMPSON 18" FLAT STRAP MAY REPLACE MTS 16 OR EQUAL AT HEADER ONLY EjXTE R' ® ^ R STRAP EACH STUD AS REQUIRED W/ SIMPSON SP4 OR SP6 W/ (6) 10d NAILS IIIIIV �, P.T. BOTTOM PLATE = d 1 (NON BEARING) d+ L P 4.' �a S I I�11,W I ®m NA'S IL. AIN POINT BEARING 7 1/2 1 -0 HEADER CONNECTION DETAIL 8 T OR 3/4" PARTITION PROJECT NUMBER 12/07/2018 I DATE 11/05/2019 • r EM ELECTRICAL SYMBOL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH Q DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET G MOTOR OUTLET 4- WALL MOUNT LIGHT FIXTURE Al CEILING MOUNT LIGHT FIXTURE RECESSED LIGHT FIXTURE ❑ JUNCTION BOX FOR FAN/ LIGHT COMBO �L PHONE OULET I CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE -O DOORBELL CH CHIMES KEYNOTES FOR ELECTRICAL PLAN ELECTRICAL SERVICE: 3# 3/0 THWN CU. IN 2" CONDUIT ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NEW RESIDENCE FT. PIERCE, FLORIDA _TENT KENNEDY GABTIEL 1 I CONSULTANTS "EP" ', t�j O 1 1 PH V 200A MAIN BR. Y MICHAEL J. SEAL, AIA E 94 CU.AR96898 GROUND TIED TO BLDG. REVISIONS STEEL, CWB & DRIVEN GROUND ROD NO. DATE REVISION ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 1,200 SQUARE FEET @3VA/SF 3,600 VA 2 APLIANCE CIRCUITS 3,000 VA KEY PLAN 1 DRYER 5,000 VA 1 RANGE/ OVEN 12,000 VA 1 LAUNDRY 1,500 VA 1 DISHWASHER 1,200 VA 1 REFIGERATOR 2,400 VA 1 POOL PUMP 4,500 VA 1 DISPOSAL 800 VA 1 MINI SEWER 4,500 VA 1 MISC 4,500 VA 1 IRRIG PUMP4,500 VA 1 WATER HEATER 4,500 VA SUBTOTAL 52,000 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 16,800 VA 1 A/C & HEAT SYSTEM 12,000 VA SHEET TITLE SHEET NUMBER TOTAL 38,800 VA E L E C I L P LAN 38,800 240 162 AMPS USE NEW 200 AMP SERVICE - PROVIDE ARC FAULT ANO TAMPER PROOF RECEPTACLES THROUGHOUT PROJECT NUMBER 12/07/2018 DATE 12/07/2018