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Home My WebLink AboutBUILDING PLANSARCHITECT Architectonic Inc A NEW RESIDENCE FOR BABU & ROSE THOMAS DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE W/ AMENDMENTS. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' 3UBJECTTO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDS9 AIR FREEZING INDEX, MEAN ANNUAL TEMPI Speedo (mph) Topographic effectsk Westheringa Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA VeryHeavy NA NA NA PGA VILLAGE - PORT ST LUCIE, FL STRUCTURALNOTES 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 7. 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. STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN. 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: 8:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -22.0 ZONE 2: -27.0 ZONE 3: -30.0 ZONE 4: -28.0 ZONE 5: -34.0 GARAGE: -27.5 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 PST - SOIL BORING TEST REQUIRED: YES AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 3,023 SF NON CONDITIONED AREAS GARAGE COVERED PORCH ENTRY PORCH 803 SF 439 SF 85 SF GROSS AREA GROSS AREA 4,350 SF FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # k2E-1q 1A\0 & Well # 59-29�t41 Date: S-3-1g Reviewer: GENERALNOTES -SC40E 1. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2017 EDITION. BY 2. CONTRACTOR TO VERIFY ALL CABINTRY AND FURNITURE SIZES WITH OWNER PRIOR TO ROUGH IN OF S�. LUCID �:OUI��a- PLUMBING & ELECTRIC. 3. PROVIDE FIREBLOCKING AT OPENIGNS AROUND VENTS, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CEILINGS. REFER TO FLORIDA BUILDING CODE, SECTION R302.1 FOR ADDITIONAL REQUIREMENTS, RECEIVED MAY 0 8 2019 ST. Lucie Count Permirelflg 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 THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS I CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 IREVISIONS INO.1 DATE I REVISION KEY PLAN FILE COPY R IEWED FOR COD COMPLIANCE ST. LUCIE COUNTY BOCC SHEET TITLE / SHEET NUMBER COVER SHEET & GENERAL INFORMATION A0.00 PROJECT NUMBER R17018 DATE 04/26/2019 \1 i67C! 2'-0" SH 25 EGRESS I L-1 MSTR BEDROOM COFFER CLG oil J 10' TO 11' LO Cl) 127 m W ti 16-11" I I L J L-8 — — O \ 4'_0" I \ IL \ 36 125 y1. 109 I I �P I (PORCH IVAULTED CLG I I I 1 12'-4" momIn � e I��►1�1�1 E iKT�1 N 10' CLG J L-1 w At Co N = —OveR -- — O O 123 132 112 O I' `4 wLU?I I 137 ' v < Ld 011 X1. W X 0 2 co uj0f= m O�:H LLg0 M w x °6 FL dO xm 2<0 U)0co a3: LLm GO N"C �o `a fCH N o M 10' C L ^ " L GREAT ROOM 14' CLG 17 �o U M _ (2) 0 HC iFQ N L 000v BEDROOM 1 J am0 10'CLG 102 ❑ 102 9) LL zo 1 p m a0 4" p m 4" 2 0" 89'-8" 1 T-11" 4'-2 1/2" 2 A3.10 133 130 L-5 p (2 SH EMP'D) ------- CLO. I 114 4) 2 �' All 119 z O � 1 N C9 Q (DINING ROOM COFFER CLG 121 12' TO 12'-8" ap I I 124 117 m \ ALIGN-;t N CONTRACTOR TO FRAME DOWN COFFER I I FOYER U) 06 CEILING FROM ICOFFER CLG 2 mo TRUSSES @ 14'�j 12'-13' uj �zx 124 1 116 v ~ 4'_0„ L — —7.0' — J 2'-8, G rj V / ALIGN gw � i I i I I LIVING ROOM COFFER CLG 121 117 12' TO 13' i I I 1 . I I 6080 L T__ CASED OPENIN - - m W00zl WZ Z0d z (J o U O (2) 3080 h ? I HC DR 1/2" ROC 10' CLG iMAII u U - SH 26 EGRESS \ EO EO 2'-0" 4'-8" 2'-0" imp. s- , yj Ill......_® of 00 N a 1 104 14' L-5 ro 104 Y � 122 u) J Cl) T m / m0 N = BEDROOM 2 HC DFRI 10'CIG SH 1/2 36 129 L-2 1 A3.10 22'4' Is1n c CO m UU �51•I• SH 1/2 36 x N L-1 3080 FBRGLS DR W/THRSHLD 107 131 I 34'-4" 118 GARAGE 10' CLG I II l 1 L—JI I I ` I cV L-9 WE& LINTEL SCHEDULE MANUFACTURER: CAST-CRETE L-7 OVERHEAD GARAGE DOOR 2'_71p lILlY LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOST BEAM L-1 T-6" 8974# 400# 5591# 635# 8F24/1T-lB L-2 T-6" 8974# 400# 5591# 635# 8F24/1T-1B L-3 4'-6" 8672# 400# 4292# 635# 8F24/1T-1B L4 5'4" 7342# 3220# 3607# 1747# 8F24/1T-1B L-5 7'-6" 5681# 25890 2571# 1534# 8F24/1T-1B L-6 9'-4" 3684# 250# 1811# 461# 8F24/1T-1B L-7 10'-6" 2781# 1655# 1458# 722# 8F24/lT-1B L-8 14'-0" 1697# 450# 887# 722# 8F24/1T-1B L-9 19'-4" 2040# 1392# 1274# 918# 8F24/ 1 #7T- 1 #7M- 1 #7B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOST GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 8060# 16550 4409# 722# 8F22/1T-lB RL-2 7'4' 7915# 2952411 2758# 1652# 8F22/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 1 1 ST FLOOR 1/4" = 1'-0" N x KEYNOTES FOR FLOOR PLAN 101 MIRROR 102 ROD & SHELF 103 (5) SHELVES 104 12"xl2" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY ON 16"xl6" CONC BLOCK BASE. 105 8"xl6" CONCRETE BLOCK COLUMN W/ (2) #5 VERTICAL BARS IN GROUT FILLED CAVITY. 106 ELECTRIC METER 107 ELECTRIC PANEL 108 UPPER CABINETS 109 BEAM ABOVE 110 BUILT IN PANTRY ill TRIPLE SINK & DISPOSAL 112 COOKTOP W/ EXHAUST ABOVE 113 TUB/SHOWER 114 SPA 115 LAUNDRY TUB 116 NICHE 117 1/2 WALL W/ARCHED OPENINGABOVE 118 24"x48" PULLDOWN ATTIC ACCESS 119 LINE OF COFFER BUILT INTO TRUSS 120 PLANT SHELF 121 HATCH INDICATES 12' HIGH BLOCK WALL 122 HATCH INDICATES 14' HIGH BLOCK WALL 123 KNEE SPACE UNDER COUNTER 124 LINE OF STEP IN CEILING HEIGHTS 125 LINE OF INVERTED VAULT IN CEILING 126 R-11 INSULATION IN WALL 127 BUILT IN SEAT W/ DROPPED SOFFIT CEILING @ 9' 129 HOSE BIB 130 GAS TANKLESS WATER HEATER 131 7' CLEAR HEIGHT STORAGE IN ATTIC (12'x8') 132 POT FILLER ABOVE RANGE 133 IRRIGATION PUMP 137 OVEN W/ MICROWAVE ABOVE 138 GAS GRILL ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS CONSULTANTS REGISTRATION or FLO 430 Z'Do 9'c MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN R IEWED OR COD COMPLIANCE ST. LUCIE COUNTY BOCC SHEET TITLE / SHEET NUMBER FLOOR PLAN Al ■00 PROJECT NUMBER R17018 DATE 04/30/2019 ARCHITECT JI,2" VTR a SANITARY RISER DIAGRAM FOUNDATION SCHEDULE F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS CONTINUOUS. F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING W/(3) #5 BARS CONTINUOUS. S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. KEYNOTES FOR FOUNDATION PLAN 201 CONCRETE PAD 202 A/C CHASE AND CONDENSATE LINE 203 DROP IN LAUNDRY TUB 204 SPA 205 TUB/SHOWER 207 HOSE BIB 208 GAS TANKLESS WATER HEATER 209 POT FILLER ABOVE RANGE 210 IRRIGATION PUMP 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 THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS ki KEY PLAN RE I&ED FOR COD COMPLIANCE ST. LUCIE COUNTY BOCCI I SHEET TITLE / SHEET NUMBER FOUNDATION PLAN I AIN PROJECT NUMBER R17018 DATE 04/30/2019 ARCHITECT Architectonic Inc TOP OF BEAM� 10'-0" v TOP OF SLAB 0" REAR ELEVATION 1/4" = 1'-0" TOP OF ENTRY BE AM 14'-0" � TOP OF RAISED BE 12'-0" TOP OF BEAM 10'-01, KEYNOTES FOR EXTERIOR ELEVATIONS 301 STUCCO FINISH 302 RAISED STUCCO DETAIL 303 TILE ROOFING 304 5'W x 27 FIXED GLASS WINDOW TOP OF SLAB 305 TRANSOM 0" FRONT ELEVATION 1/41' = 1'-0" 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 I PROJECT THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS ICONSULTANTS I REGISTRATION I' MICHAEL J. SEAL, AIA AR96898 REVISIONS KEY PLAN IEVIEWED FORT aO E COMPLIANCE ST. LUCIE COUNTY BOCC I SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS AIN PROJECT NUMBER IR17018 DATE 04/26/2019 ARCHITECT Architectonic nc TOP OF ENTRY BEAM 14'-0" TOP OF RAISED BEAM 12'-0' BEAM 10'-0" TOP OF SLAB OIL 0' CROSS SECTION 1/4" = 1'-0" �2 RIGHT SIDE ELEVATION 114" = 1'-0" EFT SIDE ELEVATION TOP OF BEAM 10'-0' TOP OF SLAB 0" TOP OF ENTRY BEAM 14'-0" TOP OF RAISED BEAM 12'-0" TOP OF BEAM 10'-01, TOP OF SLAB 0" 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 THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THIOMAS ' CONSULTANTS I REGISTRATION F- AR 698 FRED MICH J. SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION KEY PLAN ST kEW9D FOR COMPLIANCE 1CIE COUNTY BOCC I SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS AM O 1 /4" = 1'-01 1 PROJECT NUMBER R17018 DATE 04/26/2019 ARCHITECT 517 CL LL a 10` \O` , — 502 \o\ELECTRICAL SYMBOL LEGEND ,I i 1 -3 LL LL SINGLE POLE SWITCH - I V THREE WAY SWITCH / 4P DUPLEX CONVENIENCE OUTLET LL q\ 1 4P DUPLEX OUTLET W/GROUND FAULT PROTECTION CO DUPLEX OUTLET WEATHER PROOF & GFI 220VOUTLET ' - - �� MOTOR OUTLET / - LL a - --' WALL MOUNT LIGHT FIXTURE � Y v 612 1 �� CEILING MOUNT LIGHT FIXTURE / 79 514 - V� c t C RECESSED LIGHT FIXTURE IL JUNCTION BOX FOR FAN/ LIGHT COMBO Dryer Washer LL lL 9 9 U �N7�, PHONE OULET LL IO\ LJ CABLE TELEVISION OUTLET � I \ - - - SD SMOKE DETECTOR/ CARBON MONOXIDE IA Eau \\\-------- —0 DOORBELL CHIMES EO 11�\ EQ r r,'---- ---\ i 7.� 508 511 i /U _ _._._�-------_ LL DAl LL \ -__------- / I l , rn It I I I O\' i 1 I 507 515 ET 1 II v v •, y ..:. --- O 514 _ 519 519 r, L c \ E 3 3D _ I / s 505 .,. �1 W,.,.... , O / / I I I I I 1 I 1 , I I/ a LL IH � ELECTRICAL PLAN n 1 "EP" 120/240V 1PH 200A MAIN BR. ELECTRICAL SERVICE: #3 3/0 THWN CU. IN 2" CONDUIT #4 CU, GROUND TIED TO BUILDING STEEL, CWP, & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 3,023 SQUARE FEET @ 3VA/SF 9,079 VA 2 APLIANCE CIRCUITS 3,000 VA 1 DRYER 5,000 VA 1 LAUNDRY 1,500 VA 1 DISHWASHER 1,200 VA 1 REFIGERATOR 1,200 VA 1 RANGE/ OVEN 12,000 VA 1 DISPOSAL 800 VA 1 WATER HEATER 4,500 VA 1 MINI SEWER 2,500 VA 1 SPRINKLER PUMP 2,500 VA 1 MISC 2,000 VA SUBTOTAL 45,279 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 14,112 VA 2 A/C & HEAT SYSTEM 18,000 VA TOTAL 42,112 VA 42,112 240 175 AMPS USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 503 J.B. FOR FAN/ LIGHT COMBO (TYP) 504 COOKTOP W/ EXHAUST ABOVE 505 W/CARBON MONOXIDE DETECTION 506 LIGHT IN ATTIC ON PULL CHAIN 507 TO FLOOD LIGHTS 508 TO DISPOSAL 509 TO DISH WASHER 510 UNDER CABINET LIGHTS 511 TO UNDER CABINET LIGHTS 512 FOR GARAGE DOOR OPENER 513 FOR UNDER COUNTER REFRIGERATOR 514 RECESSED LIGHTS IN SOFFIT 515 TO LIGHTS IN SOFFIT 516 TO POST LAMP 517 GAS TANKLESS WATER HEATER 518 IRRIGATION PUMP 519 60" A. F. F. 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 I PROJECT THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS I CONSULTANTS I REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE KEY PLAN SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN A4.00 PROJECT NUMBER R17018 DATE 04/30/2019 ARCHITECT FLAT TILE ROOFING ON PEEL-N- STICK ROOFING DRYIN ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS — SPRAY FOAM INSULATION SIMPSON HETA 20 PER SCHEDULE 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 #5 BAR METAL DRIP EDGE 2"x6" FASCIA 2"X4" BLOCKING @ 6-0" O.C. STUCCO SOFFIT ON RIBLATH PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 16" O.C. CORE -FILL INSULATION #5 VERTICAL DOWELS IN CONC. FILLED BLOCK CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 6-0" O.C. MAX. REFER TO FLOOR PLAN FOR EXACT LOCATIONS STUCCO FINISH REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING — TYPICAL WA 3/4" = 1'-0" BEAM 1�_5/8" GYP. BOARD CEILING y WOOD BASE .J•a° .a ° I° .a.e "III .III III III —III III I—III- SECTION SECTION P.T. 2"X W/ 3/16"X3" TAPCONS @ 12" C C. L CONC BLOCK 7 2"X4" BLOCKING W/ (2) 10d NAIL`: EA. END 5/8" CDX PLYWOOD W/ 8d NAILS @ 6" O.C. ALONG CONT. 2"X ARCH FRAMING DETAIL 1/2" m m oa m io $ GARAGE Tn D Oink] Gi nlPV%A/l 4/111 V G 1M-1 DOOR BUCK DETAIL SIMPSON HETA 20 PER SCHEDULI 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 #5 BAR STUCCO ON RIB LATH OR 5/8" SIMPSON HETA 20 PER SCHEDULE STUCCO EXTERIOR SOFFIT BOARD OVER I 8" PRECAST LINTEL W/ 1 #5 HOUSEWRAP W/ 1 1/2" DRYWALL BAR & 8" BOND BEAM W/ 1 # SCREWS @ 4" O.C. PERIMETER & 5 BAR 8" O.C. FIELD 777 8"X16" CONCRETE BLOCK COLUMN W/ (1) #5 BAR IN EACH CELL STUCCO ON RIB LATH STUCCO FINISH STUCCO FINISH 12"x12" CONCRETE BLOCK COLUMN W/ (4) #5 BAR IN GROUT FILLED CELLS NOTE: REFER TO TYPICAL NOTE: REFER TO TYPICAL WALL SECTION I �` WALL SECTION FOR FOR ADDITIONAL INFOMRATION ADDITIONAL INFOMRATION 16"x16" CONCRETE BLOCK BASE W/ (4) #5 BAR IN GROUT FILLED CELLS REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING I, III. I, III L4a, rl I 1 I a9 17 z O a w � W w J 0 (D Lu Z CUUKJt BUND BEAM W/ (1) #5 CONT. IN EACH CONC. FILLED COURSE #5 CORNER BARS '—#5 VERTICAL BARS NOTE: ALL #5 BARS TO LAP 26" MIN. 4 BOND STEP DETAIL 3/4 - 1-0 BEAM P-2 P-3 P-1 G� RIDGE P-2 P-1 P-2 P-2 RIDGE P-3 P-1 /P-3 o a P-1 P-2 P 3 P-2 �si P-3 d P-3 I I (3AII 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 1- NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS I " UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ASTM D226 o , ASPHALT SHINGLES SHALL COMPLY WITH ASTM 03161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND • SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING III1 II I1111111111111i I I 1=— ° � I—IIIIIII I I I I I III —III I I I1 I II I I_I I IIIII 2 COLUMN DETAIL @ REAR PORCH 3 COLUMN DETAIL @ ENTRY 3/4" = 1'-0" - 2" GALVANIZED PIPE W/ 1/4" THICK WALL 4" COLLAR W/ (4) 1/4"X3" TAPCONS G y° `d PIPE BOLLARD DETAIL 3/4" = 1'-0" GABLE END DETAIL BLOCK 3/4 - 1 0 3/4" = 1'4' WIN CAU STU TERAL BRACING FIRST (4) :S @ RIDGE & 6-0" O.C. IDE OF RIDGE 'BRACING FIRST 4 °S @ RIDGE & 6-0" EACH RIDGE PANEL SIDING ON NRAP OVER 1/2" CDX DID W/ 8d NAILS @ 4" O.C. TER & 8" O.C. FIELD SIMPS N HETA 20 W/ 9-10d NAILS OVER[ C. EACH AMON NAILS @ 16" O.C. I" W/ 1/2" x 6" J BOLTS OR 1/2" WEDGIT @ 48" O.C. TERPROOFING INCRETE SEALER :ORE & AFTER BUCK TALLATION) TYP. OF ALL DES FLASHING @ WIN liv r Y lY Lv I VF\ U I I INV QV V VIVI rnll I DOW ror r0000 API n n 10 OVERFRAMED TRUSS DETAIL 1 =1 0 ?"X4" TOP PLATE 3YP. BOARD STUDS @ 24" O.C. '"X4" BOTTOM PLATE INTERIOR WAL ' 1 / 3/4" = 1'-0" L 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 THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS CONSULTANTS ' REGISTRATION AR96898 REVISIONS NO. DATE REVISION KEY PLAN 01101063 FOR IAN COMPLIANCE LUCIE COUNTY BOCC SHEET TITLE / SHEET NUMBER DETAILS A5mOO PROJECT NUMBER R17018 DATE 04/12/2019 TRUSS 10 BEARING POINTS( TRUSS ACTUAL U'PLWT(GRO PED, WORST CASE( SIMPSON CONNECTORS) CONNEcTOR(S) UPLIFT DESIGN FASTENERS ATA,.B EACH 722# (1) META 20 1810# 9-10dxl-1/2" "3 EACH HANGS R BY TRUSS COMPANY 84-86 lip BRG 1145# (1) META 20 1Bai#x 9 i0d1x2.1/2" 2N'e'RAG HANGERBY TRUSS COMPANY #S 117 BR45552## 1)META 20 1810#. 9Y7.#1dxT'-1f2" 2"f RRG 1734# 1 META 20 d810#R 9-19dxiag/2"' 3, d BRG HANGER BY TRUSS COMPANY 11 EACH 13890 (1(HETA20 $ad3k �3-a6ldx2-3f2 02-05 1 BRk: 7112 (1} META 20 1810# 9-TOx1x1-1/2" 2 BRG 1641/# (1( META 20- 1810#i 9 atYt3st1-1 f 2" 3x" BRG HANGER BY TRUSS COMPANY' 0,15- D7, E, El EACH 1168## (1) META 20 G V BRG 1230# (1) HETA 20 1810# 9 10dx1-3/2 '' 2"r 8RG HANGER SY TRUSS C{11UIPANY G1-63 EACH RANGER BY TRUSS COMPANY G4-G9 EACH 16809 (1(HETA 20 is,10#' 3,106xa-1/2" GSA, GEE, CEK 48"" 0,C 416# 1 HETA 20 1810# 9-10dX1-1/2" ORA EACH 5774# (1) META 20 (1) FGTR 1810# 4725# 8-16d x 3 112" 18-1/4' X 3- SD5 2-1/9' M 5" TJTEN! HO G:RB #', BRG 17564 (1( META 20 1810# 9-I&d x 3-1/2`" tuts ERG HANGER . BY TRUSS COMPANY G'RC EACH 2294## 2 HETA 24 2365# 12.16d 3-1/2" EACH GRO l' BRG 799# W HETA 20 2ND BRG 1928# (2( META 10'- 2365# 12 16d x 3-1/2" EACH 3qo BRG HANGER BY TRUSS COMPANY GRE 1V BRG 18741# (2( META 24 2365# 12-Ifid x 34/2" EACH 2"D $RG 2411# (1} META 20 (1( LGT2 1810# 2030# 8--26,d x 3-1/r 16-10d X 3.1/e 7-1,+'4„ X 2-114'„ TITEN r GRG 117 BR45 2999# (1)1 META 20 (!I H44ETA 20 1810#' 211a3P' %-104xa-1/20 10-10d X 1-1/2" 2VO RRG MANGER BY TRUSS COMPANY GR1#„ GRL, GRM EACH 17679 (1} META 20 1810# 8-16d x 3s1/2" G'RK V BRG 35 9a# (2' META 24- 2i65P 12-16d X 3•l 2" EACH 2` 8RG 4942## (1:( META 20 (l1 FGTf 1810# 4725# 8-16d x 3-1/2' 18-1/4" X 3" SDS 2-1/2"X r` TITENHD SGEA 1S•T BRG $70# (1) META 20 1810 5-10dx14/2' 48" O.C. 6074 1) META 20 1810# 510&1-1/2" SEEK EACH 618# META 20 18104 9-10dx1-'1/r MNG .TACK 1" 8RG S94# jlHETA 20 1810# 9-IQdxlal 2„ 25° BRG 268# 1' MIS 16 99 # 14-10d x 1.1/20 WPJACKS 1'F'BRG 468# (1)HETA 20 181Tt# 9-10dxl.-1/2" 2"'7 BRG NAILED PER TRUSS COMPANY mtPj,ACK 17A EACH 25a# (1) MTS 16 990# 1440d X 1-1/2"' VALLEY TRUSSES 48" 0 C. 454P 1 MTS 1 ' .,.. 950# 14-Lod X 1-1/2- PIGGY BACHS 48'" OX: 454# (1$ MTS 990# 14.10d X 1.1/2" dri; ,-;>, is•wrLlf3 IV; KiIt,m I/ xNMV tKkdIV[iWANW—A!_I UNUt€ ,;,!'KJV lxKAVVPN,.^, t;EtAMC� Eg.^ TRaI.IS.c, 1Cf n. r5a�}F Th{ttPvfAS. ; iJ.`1, wNLa€`dEER:NG {iTCD 4+ ,`?G17 0.LL LOADS RLe £ SE NCI t +t;tP57 CASE aOADING F OR GROUPEU 9 5.5EE NIANOFAC TUREP? 5 TRIU411 Y SPT FOR Si.. 'd'rtiaif A.' -A •• I kUSS 11) AND STP,A�'tkNG PLACEMENT, TRUSS LAYOUT NOT BY ARCHITECTONIC INC. REFER TO APPROVED SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 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 THOMAS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT BABU & ROSE THOMAS CONSULTANTS REGISTRATION �� OF• FOR' \ Eq� AR96898 MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER TRUSS LAYOUT AND CONNECTOR SCHEDULE A6.00 NUMBER R17018 IPROJECT DATE 04/26/2019 =LIFE SAFETY WARNING let This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK, CONSULT BCSI 30' Spin or less 60 degrees orless Tag line 1/2 span r .0 Tag line �prox M to approx. V2 of Span. REFER TO BCSI Truss must be set this way If crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Bar REFER TO BCSI Truss must be set this way R crane is used. Truss is an example, your truss may not match. Insist crane operator sets Voss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS ey REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HANGER IO TRUSS TRUSS FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GRB GRA iTHD26-2 (12)-10D (1-8) 16D GRD_ GRA _'THDzs-z (12)-10_D (_18)-16D_- GRG GRK THDH28 (121_ 16D f36)-16D *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend CEILING AT 11'-0" CEILING AT 12'-0" F7 CEILING AT 12' 8" CEILING AT 13'-0" CEILING AT 14'-0" %INDICATES /jf VOLUME CEILING AT 10'-0" LOAD BEARING AT 12'-0" LOAD BEARING AT 14'-0" Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! zt PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAILS!! &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 39' - 44' IN LENGTH!! HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. NOTES: * DINING ROOM CEILING ADJUSTED FOR ENGINEERING PURPOSES. * BUILDER TO UNDER FRAME CEILINGS AS NEEDED. .a- Pn ��yy I CORNER DETAIL PIGGYBACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY, AND LOSS OF LIFE. FAILURE DAN OCCUR DURING 'I INSTALLATION OR LATER PIGOYMCK a1,C IT CCx'I.. GU$3E1 _ CmYmuL,Nn.IBroTY '- BASE 2,r Ax Go LATEML "ACING 'i, Tn115a j ' -.'- N, IMK OC aU.... InhIW Io.IYNI p'LQykWl4y.p Lay OwxigBX.1R PMvoW euYNQ mrtlmum ]8'on ' wr,leram is as wnmon ,wale eamm cnmd of Ph.r E.tlt TN1.M bG MwE cI aM TM1N. Cumab.m nn mm nyww oiu,r.. ewam.Aora a RNw e.ex T,u..M roP IYm1E nI Pev T,u. w e,yM. mnlmum I � ol2r I.a,.I eaN,N. Apply lateral bradng ea Mae arri an an Scissors Hip Jack' Installations TOP H.N.0 or ACK •._.. Conwlrahndard E INNIN Ne for naillrg ' .11 QflRIER deal, Oft., .;Hip oP°uolNi caoRo .Carnet or sa.aa Ea.• L li#1 Hip BOTTOMI CHORD OFJACK I Man mging aclnon .j.ok to hip carrier oea --- Ia straight edge to align Straight boHom d jack with g IN bosom of the Mck Edge of tM hip carder. -- SHOP DRAWING / SUBMITTAL RE [WAPPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑REJECTED ONLY. CONN FOR TI Architectonic Inc. Fort Pierce, FL 34950 SQUARE CUT END 12 2X4 TOP CHORD 8 f— 2 WALL HEIGHT 10'-0" END DETAIL: PORCH 3 4-07 _.4 � -0 12 4.12 2-00-00 SQUARE CUT END 12 2X4 TOP CHORD $1— / WALL HEIGHT 10'-0" FNn nFTAII • MARTFR 1-0 4-07 -00 2-08-00 1 2-00-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-07 2-00-00 RECEIVED MAY ® 8 1I19 ST. Lucie County, Permitting 12 8r FIL= ili.ulr Y FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ax he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss Tall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. f er 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has le sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has I redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is ;sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour IS for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price, voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of -livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss Iasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be Jded for all sums not paid within terms. 8, Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the idersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the oipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to'. ,rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For'. Dnstruetion Using Metal Plate Connected Wood Trusses ANSVTPI/WTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached, TED A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be sett plumb and square Do not set bunks or stack of plyu` ood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Olean er venue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772.465.2012 Fax 772-465.8711 Vero Beach 772.569-2012 Stuart 772-2863302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM EK VERSION 741.431 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material TILE Loading in PSF Roof R.D.L. Floor Top Chord Live 30 0 Top Chord Dead 15 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 65 7.2 0 Duration Factor 1.33 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 22' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing ✓erify DESIGN CRITERIA shown above with the 3uilding department and your engineer. Design Criteria is the responsibility of the 3uilding Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75548 SCALE: 3/16" = 1'-011 201 total trusses, 90 unique designs Designer: RLC Reviewed by: RLC Date: 10/05/18 REVISED 04/16/19 SCAN FOR St.LuceCo nt MICHAEL DIFRANCESCO DESCRIPTION: THOMAS q(0,5 J /� age 1 of 1 CUSTOMER INITIALS EACH PAGE 75548