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HomeMy WebLinkAbout1st Floor Plans26'-0" 16'-4" ARCHITECT °Q N y ----------------- 13'-0" I T-0" 2 A3.00 t L-5 ... - - - - - 124 123 - - - - - - - - - - - 124 - - - 124 126 PORCH 126 64' CLG 5'-10" Y-8" � 7'-5" I 116 L-1 8 2668 L-1 F GL DR / L-3 L-1 SH 25 GRESS HRSHLD 6068 SL. GL. DR. TEMP'D TxT HORIZ..&LIDER I Ll --- JEW I EI1==m====41U OIL O o --- DWJ I - I 6' BATH 2 i 110 109 I 102 i BEDROOM 3s'-o" cLGs-o"cLG I I 1 1 ::7HC [DINING ROOM KITCHEN r00 2468 246 VAULTED CLG VAULTED CLG OW HC DR DR zmm ❑ N L4" 6' 8" T-8" 4"fic 5'-10" 4" i 11,_2" ------� 101 109 '----------` 0° I 119 i I � ��l � ❑ i (�• © 2868 � i t------ IL----------------� � - - - Room " o e HC DR = _ - COFFER CLG I BI5 DR - I I I ---------------- _ 102 - - - - - Bpi ] 1668 rl-------------------------�i N U -114 I =r B.F.DRI I 121 m J I i 106 I I I I N 11] � vLLa m 286e 125 l (7 a HC DR------------- 103 I l 103 .' I j ` ' 120 N U BEDROOM I 2 1 102 2868 2868 0 8'-0" CLG I HC DR HC DR ❑ LIVING ROOM o p K VAULTED CLG 0 ° (0�_o I DR 14'-2" m 4" 2' " ! Z 8ZI '-0" CL 101 5'_a" STR. TH I i ¢ 122 0 8'-0" C G 6" 11-10" I 1i.1 0 ❑ oA 0101 I I I I I 1011 In L-1 ID EI 0 SH 25E4GRESS 1011111 L-1 .__ (2) H 25 6 L_31 BRGL D 286 SC RLOSER AHU WH O THRSH 20 MI TTIED105 116 NTR 0'-0"CLG J r---------- I I 53 123 ---- - - --- 108 104 GARAGE I 8'-0" CLG I 1 I I I I I 1 1 I 1 I l I I 1 112 I 1 I 1 112 1 1 I El ElIlAF 1 1011110 16070 OVERHEAD GARAGE DR L-6 1 A&00 2'-0" 16'-0" 2'-0" 29'-6" _ 5'-6" 20'-0" 55'-0" r 1 1ST FLOOR PLAN A1.00 1 /4" = V-0" KEYNOTES FOR FLOOR PLAN 101 MIRROR 118 PLANT SHELF DETFLA 102 ROD & SHELF 119 PLANT SHELF DETfL B 103 (5) SHELVES 120 PLANT SHELF DETf- C 104 16"xl6" CONCRETE BLOCK COLUMN. PROVIDE 121 WALL TO 8'-O" AFF (4) # 5 VERTICAL BARS IN CONC. FILLED 122 SHELF ABOVE WANHER & DRYER CAVITY. 123 BEAM ABOVE 106 R-13 MIN, INSULATION IN WALL 124 12"xl2" CONCRETE3LOCK COLUMN. PROVIDE 106 EDGE OF COFFER CEILING (4) #5 VERTICAL BAtS IN CONIC. FILLED 107 ELECTRIC METER CAVITY. 108 ELECTRIC PANEL 125 RIDGE OF VAULTEOCLG. 109 UPPER CABINETS 126 HATCH DENOTES POURED CONC. TIE BEAM 110 DOUBLE SINK &DISPOSAL W/ (2) 7 BARS BOTTOM & (2) #5 BARS TOP. 111 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 112 REFER TO GARAGE DOOR BUCK DETAIL 113 BOLLARD - REFER TO DETAIL 114 22"x34" ATTIC ACCESS 115 22"x54" PULLDOWN ATTIC ACCESS 116 HOSE BIB n n Y x In QU 107 q PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL It APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CHASE) PRESSURES SHINGLES ZONE 1 , -32.8 -55 IKO INDUSTRIES LTD. CAMBRIDGE NOA# N/A 3/8" DIA HEAD ROOFING NAIL PER SHINGLE ZONE 2e,2r,3 -45.6 AR 16-0329.13 WI (6) NAILS PER SHINGLE X PEEL-N- ZONE 1 8 N/A POLYGLASS USA UNDERLAYMENT NOA# N/A SELF -ADHERED STICK ZONE 2e,2r,3 17 614.22 // UNDRLMNT _ K 4 C16C! WINDOWS ZONE 4 28. - I WI(v DOORS 185 SERIES FL# IMPACT 3/16" TAPCONS @ 16" O.C. W/ 1 1/4" MIN. (FIXED) ZONE 5 III 15349.3 EMBEDMENT AND 2 1/2" DISTANCE TO EDGE WINDOWS (SNGL HUNG) ZONE 4 -28.7 ZONE 5 -345 55. �' / 1 - M N O S DOORS �; /� 185 SH FL# 17499.1 IMPACT 3/16" TAPCONS @ Is- O.C. W/ 1 1/4- MIN. EMBEDMENT AND 2 1/2" DISTANCE TO EDGE 7 DOORS ZONE 4 -28.7 -55 PLASTPRO SMOOTH FL# IMPACT Y." TAPCON @ 14" MAX O.C., 6" TYP FROM FIBERGLASS 15210.1 EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2-1/2" EDGE DISTANCE DOORS ZONE 4 -28.7 -48.5 MI WINDOWS"OORS SERIES IMPACT 3/16" TAPCONS @ 17" MAX O.C. W/ 1-1/4" MIN (SL. GL. DR) \\ 120/130/140 28297.3 EMBEDMENT W/ 2-1/2" MIN EDGE DISTANCE GARAGE -27.4 -64.0 DAB DOOR COMPANY;,` HURRICANE I# NONE 5116 X 1-5/8" LAG SCREWS 3 PER BRACKET DOOR INC MASTER 824/811 20 �1190125 @ 12" O.C. WITH 1-1/4"MINIMUM EMBED. MULLION ZO E 4 -28.7 -130 MI WINDOWS &DOORS CM-1831 FL IMPACT '/," TAPCONS @WITH 1-1/4" MIN. NE 5 -34.5 153 3.9 EMBEDMENT AND 2-1/2" DISTANCE TO EDGE THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AN APPROVAL FOR,,USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR G!.:ARANTEE^ sY 1[HIS OFFICE FOR THESE PRODUCTS. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' 3UBJECTTO DAMAGE FROM IWINTER Westhering8 Frost line Termite° I DESIGN depthb TEMP- ICE ARRIER UNDE LAYMENT RE UIREDb FLOOD HAZARDS9 AIR FREEZING INDEXI MEAN ANNUAL TEMPI Speed" (mph) Topographic effeotsk NA See Fig. r3012(4) NA Negligible NA Very Heav; A NA NA LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSIT BEAM L-1 4'-6" 6113 1988 2724 1749 8F16/1T-1B L-2 6'-6" 3480 60 1880 265 8F161IT-1B L-3 7'-6" 2661 619 1634 638 81716/1TAB L4 11'4- 1366 577 798 590 .8F16/1T-lB L-5 IT-4" 1075 268 606 331 8F16/1T-18 L-6 17'-4" 950 339 404 253 8F16/lT-lB RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 5602 1988 2635 1749- 114/1T-16 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. GENERALNOTES ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2020 EDITION - PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CELINGS. REFER TO FLORIDA BUILDING CODE (R302.11) FOR ADDITIONAL REQUIREMENTS. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2020 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EPOSURE: B 4, DESIGN WIND VELOCITY: 160 MPH 5, MEAN ROOF HEIGHT: 19%8" ROOF PITCH: 5:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -32.8 ZONE 2e, 2r, 3: -45.6 ZONE 4: -28.7 ZONE 5: -34.5 GARAGE: -26.0 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 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 2020 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2020 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 FIREBLOCKING NOTES FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2• AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. ACWJ F. i/�, 4J 4 vtJ✓l lrvt/�a�l s FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes AII'Previous Site Plans for OSTDS 0 . & Well # Oat": Revie r. t\REA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 1,515 SF VON CONDITIONED AREAS GARAGE 400 SF =NTRY 50 SF COVERED PORCH 260 SF GROSS AREA GROSS AREA 2,225 SF 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 (:TREATER 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. 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 2020 FLORIDA BUILDING CODE W/ AMENDMENTS. ATTIC VENTILATION CALCULATION 2,225 S.F. X ROOF PITCH MULTIPLIER 1.18 = 2,625.5 CUBIC FEET ('WALKERS ESTIMATORS MANUAL) 2,625.5/ 150 = 17.5 S.F OF REQUIRED VENTILATION (SECTION 806 FLORIDA BUILDING CODE- RESIDENTIAL) USE 7" x 22" VENTS @ 8'-0" O.C., = 1.06 S.F. PER VENT POOF PERIMETER OF 251 LINEAR FEET/ 8' = 31 VENTS 31 x 1.06 = 32.86 S.F. OF VENT AkEA PROVIDED Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2021 PROJECT REVELS RESIDENCE ST. LUCIE COUNTY, FL CLIENT ' CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA REVISIONS KEY PLAN SHEET FITLE/0,W NUMB FIRST FLOOR A1.00 PROJECT NUMBER R18102 DATE 08/11/2021 1 Z8" 16'-4" ARCHITECT c c 9- x c L-5 is --- - ' 124 123 124 124 127 PORCH 127 F-0" CLG 4 0 T-5" 116 L 1 2668 L-1 F GL DR / L-3 L-1 SH 25 GRESS HRSHLD 6068 SL. GL. DR. TEMP'D TxT HORIZ..&LIDER ©IE Elbw O O 0 I = 6'-10" BATH 2 110 109 1oz i 1oz BEDROOM 3 8'-0" CLG 14 8'-0" CLG DINING ROOM KITCHEN 111� o0 2°68 2466 o VAULTED CLG VAULTED CLG HC DR HC DR m y v I w � 6,_8„ 3,_8„ 4„ 5'-10„ 4„ „ 11,-2„ 109 - - � "' a " ii 12- 119 �IiL 1 I L__ ____________ _- Room C56HDR COFFER CLGBIFOL DR Ir --- ------------ ------ 8,_0„f8,_8„/9,_4„ _ q -N-- 102 -_-- m NUi 114 1868 Iri------------- 2L _� B.F.DRI 121Oo - a 106 118 2868 125 m I o HC DR I 103 `� `\` � 103 ,,i �� uu)) w ` `------------J i K �o 0O 120 N O ----- (� N q r BEDROOM 2 El 0 8 '-0" CLG 1oz 2868 6 6 2 6 LIVING ROOM HC DR HC DR rn ❑ p o VAULTED CLG T BAT III mm I I DR 101 8'- "CLG 00b- y J 8'-0" CL 5'-4" v 14'-2" 4„ 2' " A C07 = H I i ¢ 122 ❑ U) ` 0 126 7-0„ El 116 0 Ell SH 25 GRESS L-1 I I I I I I i I I ME f] � Ell =AE110 (z) H 25 L-3 L-1 T7 3 6 FBRGL D O 216 C SC R 117 AHU WH THRSH 2OMI TED 116 NTR LOSER 1os OO cu 7'-9" 15'-9" � 0'-0„CLG 2'-2" ----------i 113 I I 1 55 0 123 j, 108 107 � 104 Llo L-2 o N GARAGE I P 8'-0" CLG 1 Y 4 A3.00 P ! P P P I I Y Y Y I I O I I I Y 112 P I Y Y 112 I 1 I Y 10101191 29'-6" 1 1 ST FLOOR PLAN A1.00 114" = V-0" KEYNOTES FOR FLOOR PLAN A3.00 55'-0" 101 MIRROR 117 INTERIOR BEARING WALL 102 ROD & SHELF 118 PLANT SHELF DETAIL A 103 (5) SHELVES 119 PLANT SHELF DETAIL B 104 16"xl6" CONCRETE BLOCK COLUMN. PROVIDE 120 PLANT SHELF DETAIL C (4) # 5 VERTICAL BARS IN CONC. FILLED 121 WALL TO 8'-0" AFF CAVITY. 122 SHELF ABOVE WAASHER & DRYER 105 R-13 MIN. INSULATION IN WALL 123 BEAM ABOVE 106 EDGE OF COFFER CEILING 124 12"xl2" CONCRETE BLOCK COLUMN. PROVIDE 107 ELECTRIC METER (4) #5 VERTICAL BARS IN CONC. FILLED 108 ELECTRIC PANEL CAVITY. 109 UPPER CABINETS 125 RIDGE OF VAULTED CLG. 110 DOUBLE SINK & DISPOSAL 126 PROVIDE TRIPLE STUD @ GIRDER LOCATION 111 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 112 REFER TO GARAGE DOOR BUCK DETAIL 113 BOLLARD - REFER TO DETAIL 114 22"x34" ATTIC ACCESS 115 22"x54" PULLDOWN ATTIC ACCESS 116 HOSE BIB 16°7°OVERHEGARAGE DR L-s 16 4' 20'-0" IkzIld TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY BJECT TO DAMAGE FROM WINTER DESIGN TEMP• ICE BARRIER UNDERLAYMENT REQUIREDh Speed^ (mph) Topographic effectsk estheringa Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA FLOOD HAZARDS9 AIR FREEZING INDEX NA MEAN ANNUAL TEMPI NA PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORST CASE) PRESSURES SHINGLES ZONE 1 -39.3 -41.0 IKO INDUSTRIES LTD. CAMBRIDGE FL# N/A 3/8" DIA HEAD ROOFING NAIL PER SHINGLE ZONE 2 -45.6 -59.7 AR 30310.1 W/ (6) NAILS PER SHINGLE ZONE 3 -55.7 -101.4 2= WEATHERLOCK FL# N/A ROOFING ZONE 1 -39.3 -60 OWENS CORNING SELF ADHERED UNDRLMNT. ZONE 2 -45.6 UNDERLAYMENTS 9777.1 ZONE 3 -55.7 WINDOWS ZONE 4 -28.7 -55.0 MI WINDOWS & DOORS 185 SH FL# IMPACT 3/16" TAPCONS W/ 1 1/4" MIN. EMBEDMENT (SNGL HUNG) ZONE 5 -34.0 17499.1 AND 2 1/2" MIN. EDGE DISTANCE @ 16" O.C. MAX, 2" MAX FROM CORNERS @ JAMBS & ' HEAD DOORS ZONE 4 -28.7 -55 PLASTPRO SERIES 0 FL# IMPACT 1/4" TAPCONS W/ 1 1/4" MIN. EMBEDMENT (SINGLE SMOOTH 15210.1 AND 2" MIN EDGE DISTANCE @ 14" O.C. MAX OPAQUE) FIBERGLASS ON JAMBS, 6" FROM CORNERS @ JAMBS & HEAD DOORS ZONE 4 -28.7 -55 PLASTPRO SERIES 0 FL# IMPACT 1/4" TAPCONS W/ 1 1/4" MIN. EMBEDMENT (DOUBLE SMOOTH 15210.3 AND 2" MIN EDGE DISTANCE @ 14" O.C. MAX OPAQUE) FIBERGLASS ON JAMBS, 6" FROM CORNERS ON JAMBS, 3" & 7" FROM CORNERS @ HEAD, CLUSTER OF (4) SPACED 3" & 7" FROM CENTER ON HEAD DOORS ZONE 4 -28.7 -55 PLASTPRO SERIES 0 FL# IMPACT 1/4" TAPCONS W/ 1 1/4" MIN. EMBEDMENT (DOUBLE SMOOTH 15210.6 AND 2" MIN EDGE DISTANCE @ 14" O.C. MAX GLAZED) FIBERGLASS ON JAMBS, 6" FROM CORNERS ON JAMBS, 3" & 7" FROM CORNERS @ HEAD, CLUSTER OF (4) SPACED 3" & 7" FROM CENTER ON HEAD GARAGE -26.0 -44.0 DAB DOOR COMPANY, 824 STEEL NOA# NONE 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET DOOR INC SECTIONAL 20-0901.25 @ 12" O.C. WITH 1-1/4" MINIMUM EMBED. MULLION ZONE 4 -28.7 -130 MI WINDOWS & DOORS CM-1831 FL# IMPACT Y," TAPCONS @ WITH 1-1/4" MIN. ZONE 5 -34.5 15353.9 1 EMBEDMENT AND 2-1/2" DISTANCE TO EDGE THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AN APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSIT BEAM L-1 4'-6" 6113 1988 2724 1749 8F16/lT-lB L-2 6'-6" 3480 60 1880 265 8F16/lT-lB L-3 T-6" 2661 619 1634 638 8F16/lT-lB L-4 ll'-4" 1366 577 798 590 8F16/lT-lB L-5 13'-4" 1075 268 606 331 8F16/lT-lB L-6 17'-4" 950 339 404 253 8F16/lT-1B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 5602 1988 2635 1749 8F14/1T-lB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. GENERAL NOTES ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2020 EDITION.. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CELINGS. REFER TO FLORIDA BUILDING CODE (R302.11) FOR ADDITIONAL REQUIREMENTS. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2020 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EPOSURE: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 5:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -32.8 ZONE 2e, 2r, 3: -45.6 ZONE 4: -28.7 ZONE 5: -34.5 GARAGE: -26.0 7. DESIGN LOADS: FLOOR: 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF S. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF 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 2020 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2020 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 FIREBLOCKING NOTES FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 1,515 SF NON CONDITIONED AREAS GARAGE 400 SF ENTRY 50 SF COVERED PORCH 260 SF GROSS AREA GROSS AREA 2,225 SF 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. 1 314" 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. 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 2020 FLORIDA BUILDING CODE W/ AMENDMENTS. ATTIC VENTILATION CALCULATION 2,225 S.F. X ROOF PITCH MULTIPLIER 1.18 = 2,625.5 CUBIC FEET (WALKERS ESTIMATORS MANUAL) 2,625.5/ 150 = 17.5 S.F OF REQUIRED VENTILATION (SECTION 806 FLORIDA BUDDING CODE - RESIDENTIAL) USE 7" x 22" VENTS @ 8'-0" f).C. = 1.06 S.F. PER VENT ROOF PERIMETER OF 251 LINEAR FEET/ 8' = 31 VENTS 31 x 1.06 = 32.86 S.F. OF VENT AREA PROVIDED 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 2021 PROJECT REVELS RESIDENCE ST. LUCIE COUNTY, FL CLIENT ` it 't CONSTRUCTION OP FLORIDA, INC. CONSULTANTS REGISTRATION C�-oIF Ft EL`t,Sdq A (�Cp�f MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN 1 / 42 t ■ 0 Oa PROJECT NUMBER R18102 DATE - 11/09/2021 ro r, N 5r-MIN IMMU F-1 F-1 r--------------------------------------------- I co g I c I � w I 0- 0 I U I 201 LL I I I LL L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J F11 F-1 F-2 - F-2 F-1 -------------------------------s---� -�--- 1 L F-1 -°- ------------------ ---- ---- - - - - -- 1 I I I I L-J I , I , I I I I I I E I I , I I 1 I I I � I I I I I L I , I w I I I I I I I I S11 I I I I I I I , , , I q I I I I I LO I I I I I I 1 3 v � , I I I I I I Y I I I v I I 8 ° 1 I ti F-2 F-2 F-1 F 2 � r r_______ ------------- -- 203 I I I AHU W HI I in I g I I I c:: w I a I I 204 I 0 I 1 I I 1 202� I I I I I I LL I I _J L, I LL I I Q 1 I I I N � I I 1 1 m g 201 � I w a. I O J I I I I I � I I I I I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I _ _ _ _ _ _ - _ _ J 1 FOUNDATION PLAN A2.00 1 /4" = V-0" KEYNOTES FOR FOUNDATION PLAN 201 8" WIDE CONCRETE CURB 202 CONCRETE PAD 203 HOSE BIB 204 A/C CHASE & CONDENSATE LINE 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 BAR CONTINUOUS. S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. z" VTRJIL I I 2" I -- - - � 4" 4" TO Ss. j4 2" VTR ANITARY RISER DIAGRAM ARCHITECT Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2021 PROJECT REVELS RESIDENCE ST. LUCIE COUNTY, FL CLIENT -4a ONSTRtJCTION OF FLORIDA, / CONSULTANTS REGISTRATION OF Fto y: P, 9 9689 F' REp •pR MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER FOIJ® I PLAN s OO PROJECT NUMBER R181 DATE 11/09/20 ARCHITECT Architectonic Inc 4 RIGHT SIDE ELEVATION A3.00 1/4" = 1'-0" 3 LEFT SIDE ELEVATION A3.00 1/4" = 1'-0" 2 REAR ELEVATION A3.00 1/4" = V-0" • ` 1 .................... �. ...� i...o........o........o...o...v...o...v...v...o..�.o..�.o..�ao�� .�. 1 1 • ..v. .o.. .o.. .o..wu. .o.. ..... ..... .o.. .o.. .o.. .o.......�.r................... ........... .�.o..��...� .... iio..wu.w...�.�.o..�s�.�.o..�.o.v.v..�.o..�.ua�.o..�.o..�.o..�.o..�os.�..•..M.....Mom o.M`__ - .�.o..�.....o�wu.�.s.�u..�.o..�.o..�.o..ws.�.o..�.o..�.o..ws.�.o..�oo.�.o..�ou.�.o..�oi.n iso...o...o.-..o..�.o..�.r-•�.o..wv.�.o..�.s.�...v...o...u..�.ru.�om...l.o..�.....�.o..�o. .?..�.o..env.�•�.rs.�.ru.w...�sao..�.s.�.rv.�.r...'fi:o..�n...�.o..�.o..�.rs.�.o..�.v..�.o..�.o..�n .�.o..�.o..�.o--..�.r...�.o..�.s.�.s�.o..�.v..�..v.w. osmv.o..�.o..�.o..� ri...o..�ooa��o...om...�.u..�.v..�.r.�- p...o...v.......s.wovv...�os.�om...�os.�.o..�ou.�.o.. rt..o..:o�.�:iii.�:ii..�..� �� i.�:oi.�.� �i.� .. .ru. .o...o..�.s.�.o..�.o..�.o..�.o..�MOO '. 302 t t 302 1 FRC)NT ELEVATION A3.00 1/4,. TOP OF BEAM S� 8,-0„ TOP OF SLAB 0" V TOP OF ENTRY BEAM 10'-0" OF BEAM 8'-0° TOP OF SLAB 0" KEYNOTES FOR ELEVATIONS 301 STUCCO FINISH 302 RAISED STUCCO DETAIL 304 SHINGLE ROOFING 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICINC.COM STATE REG # AA26003348 I COPYRIGHT 2021 PROJECT ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION O F F, �Z-j 'tit rZTO �D R MICHAEL J SEAL, AIA REVISIONS NO. I DATE KEY PLAN SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS Alm) IPROJECT NUMBER R18102 DATE 11/09/2021 I ELECTRICAL PLAN A4.00 1/4" = V-0" ELECTRICAL LEGEND SINGLE POLE SWITCH ,�3 THREE WAY SWITCH 9 DUPLEX CONVENIENCE OUTLET 0 DUPLEX OUTLET W/ GROUND FAULT PROTECTION 'K DUPLEX OUTLET WEATHER PROOF & GFI Ow 220V OUTLET f MOTOR OUTLET lw WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE \iOl RECESSED LIGHT FIXTURE 1 x4 SURFACE MOUNT FLOURESCENT LIGHT FIXTURE ❑ JUNCTION BOX FOR FAN/ LIGHT COMBO 0 PHONE OULET 6 CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE ---0 DOORBELL CH CHIMES ELECT. SERVICE: 3# 3/0 THWN CU. IN 2" CONDUIT I I O120/240V 1 PH. 225A MAIN BR. -#6 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 1,515 SQUARE FEET @ 3VA/SF 4,545 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 12,000VA 1 DISPOSAL 800 VA 1 WATER HEATER 4,500 VA 2 MISC 4,000 VA SUBTOTAL 37.745 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 11,098 VA 1 A/C & HEAT SYSTEM 18,000 VA TOTAL 39,098 VA 39,098 240 163 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 FAN/ LIGHT COMBO (TYP) 504 RANGE/ OVEN W/ EXHAUST HOOD & MICROWAVE ABOVE 505 GARAGE DOOR OPENER 507 TO DISPOSAL 508 BELOW COUNTER FOR D.W. 509 BELOW COUNTER FOR DISPOSAL 510 ABOVE RANGE FOR MICROWAVE 511 W/ CARBON MONOXIDE DETECTION 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 2021 PROJECT REVEU3 RESIDENCE ST. LUCIE COUNTY, FL CLIENT CONSTRUCTION OP PLORIDA,. INC. CONSULTANTS REGISTRATION �f OF FCO Ai A'. �296 �5��'Ci RFD ARO MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER ELECTlC L LAN AUL ■ I PROJECT NUMBER R18102 DATE 11/09/2021 ARCHITECT w J a O 3e 2e 2e 3 2n 1O O \QO� � 2r 2r RIDGE 2r 1O 2e 3r 3r 2r 2r 2n RIDGE 2r S'ipC 1O ( F AO 2r 2r O 3e 2e 2n 3r 3r 2n 2e 3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION a_ x ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE 2: 4' LENGTH 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 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING 'v 2" 2" v 4" 4" PLANT SHELF "A" PLANT SHELF "B" 13 PLANT SHELF DETAILS A5.00 3/4" = V-0" SIMPSON MTS16 @ EACH END OF OVERFRAMED TRUSSES W/ (14) 10d NAILS @ EACH STRAP :TO TRUSS PLANT SHELF "C" TRUSSES @ 24" O.C. CONNECTOR BY TRUSS COMPANY- 12 OVERFRAMED TRUSS DETAIL A5.00 3/4" = V-0" IRDER 2 COURSE BOND BEAM W/ (1) #5 CONT. IN EACH CONC. FILLED COURSE #5 CORNER BARS El °e , a 'l—#5 VERTICAL BARS NOTE: ALL #5 BARS TO LAP 28" MIN. 11 BOND BEAM STEP DETAIL A5.00 3/4" = V-0" (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) ji TYP. OF ALL 4 SIDES L/ MASONRY WINDOW FLASHING DETAIL SHALL COMPLY WITH FBC SECTION R703.4 10 FLASHING @ WINDOW1 A5.00 1 1/2" = V-0" V N FINISHED FLOOR ELEVATIONS d, p� :dn J0 V-6" 9 TYPICAL CURB DETAIL A5.00 3/4" = V-0" � 3-d8 < G e ?° q °Ie , 9„ 9„ 1'-6" (a CMU WALL 7 TYPICAL FTG. DETAIL Cc� STEP A5.00 3/4" = V-0" /—BEAM-- —P.T. 2"X W/ 3/16"X3" TAPCONS @ 12" O,C. CONC BLOCKS 2"X4" BLOCKING W/ lG/ (2) 10d NAILS EA. END 5/8" CDX PLYWOOD W/ 8d NAILS @ 6" O.C. ALONG CONT. 2"X 14 ARCH FRAMING DETAIL A5.00 1/2" = V-0" 2" GALVANIZED PIPE W/ 1/4" THICK WALL 4" COLLAR W/ (4) 1 /4"X3" TAPCONS 8 PIPE BOLLARD DETAIL A5.00 3/4" = V-0" lL I 1" SA b_- m m oY oY m 6 GARAGE DOOR BUCK DETAIL_ A5.00 1/2" = T-0" SIMPSON MT816 W/ (14) 10d NAILS PER CONNECTOR SCHEDULE DBL 2"X4" TOP PLATE o DBL 2"X12" HEADER W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS PROVIDE 1/2"X51/2" REDHEADS @ ° 24" O.C. VERT!'-,AL TO BLOCK WALLS P.T. 2"X4" BOTTOM PLATE W/ 1/2"DIA. X 8" A.B. @ 24" O.C. OR 5/8"DIA X 6" RED HEADS @ 24" O.C. :::: MONOLITHIC FOOTING W/ (3) #5 0 BARS CONT. 5 INTERIOR BEARING WALL A5.00 3/4" = V-0" 2"X4" TOP 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 24" O.C. MAXIMUM HEADER SPAN T-0" 6-0" 9'-0" 12'-0" 16-0" 118'-0" ATTACH INT. FRAME WALL TO EXTERIOR MASONRY WALL W/ CASEHARD NAILS @ 12" O.C. VERT. P.T. 2"X4" BOTTOM PLATE CASEHARD NAILS @ 12" O.C. 4 INTERIOR WALL A5.00 3/4" = V-0" WALL HEIGHT STUD SPACING 1 1 2 2 2 2 # OF HEADER STUDS SUPPORTING END OF HEADER 10'_0" OR LESS 16" O.C. 1 2 2 3 1 3 1 3 1 3 # OF FULL HEIGHT STUD @ EACH END OF HEADER 10"-0" OR MORE 16" O.C. 1 2 2 3 1 3 1 4 4 � � B ROOF TRUSSES DOUBLE TOP PLATE CRIPPLE STUDS (NOT REQUIRED FOR 8'-0" HIGH WALL) HEADER (DOUBLE 2"X12" W/ 112" 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 FULL HEIGHT STUDS NOTE: SIMPSON 18" FLAT STRAP MAY REPLACE MTS 16 OR EQUAL AT HEADER ONLY STRAP EACH STUD AS REQUIRED W/ SIMPSON SP4 OR SP6 W/ (6) 10d NAILS P.T. BOTTOM PLATE POINT RFARIN(; HFAIIFR r..nNNFr..TlnN DETAIL A5.00 1/2" = T-0" SIMPSON HETA 20 PER ItlIIllmRi]Iljkri91 8" PRECAST LINTEL W/ 1 # 5 BAR & 8" BOND BEAM W/ 1 #5 BAR STUCCO ON RIB LATH OR 5/8" EXTERIOR SOFFIT BOARD W/ 1 1/2" DRYWALL SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD OVER HOUSEWRAP 12"X12" OR 16"X16" CONCRETE BLOCK COLUMN W/ (4) #5 BARS IN EACH CELL (REFER TO FLOOR PLAN FOR COLUMN SIZE LOCATION) STUCCO REFER TO FOUNDATION PLAN FOR SIZES AND ,:: N, NOTE: REFER TO TYPICAL WALL SECTION FOR IIII ADDITIONAL INFOMRATION IIII „ —IIIIII—IIIIII__:.°�• -- ' i —IIIIIIIIIIIIIIIIIIIII 2 COLUMN DETAIL A5.00 3/4" = V. 0" ASPHALT SHING ROOFING ON 30# UNDERLAYMENT OVER 19132" CDX PLYWOOD SHEATHING ATTACHED PER NAILING ZONE INFO. PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS 12 FIBERGLASS BATT INSULATION 5 (R-30 MIN)— SIMPSON HETA 20 PER f); � METAL DRIP EDGE DE DENSITY ITY yi DRYWALL 1"x2" PT NAILER 2'_0" I 2"x6" RSC FASCIA II STUCCO SOFFIT ON RIBBED METAL LATH W/ SCREEN VENTS (2) COURSES OF CONC. BLK. 11 BOND BEAM W/ (1) #5 BAR 1 EACH i PRE -CAST LINTEL @DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION II 1/2" GYP BOARD ON Vx 2" P.T. I FURRING @ 24" O.G. & FI-FOIL INSULATION (4.1 MIN) I I STUCCO FINISH nu 8" CMU WALL W/ #5 VERTICAL DOWELS IN 11II CONC. FILLED BLOCK CELLS I I 11 WOOD @ CORNERS, EACH SIDE OF BASE OPENINGS AND @ 6'-0" O.C. 1111 MAX. REFER TO FLOOR PLAN FOR EXACT 1111 IIII LOCATIONS REFER TO FOUNDATION -77 777 PLAN FOR SIZES AND —III -° IIII REINFORCING �.4 a. -'° ; 6MIL VAPOR BARRIER 1 TYPICAL WALL SECTION A5.00 3/4" = V-0" Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON ICIN C, COM STATE REG # AA26003348 COPYRIGHT 2021 PROJECT REVELS RESIDENCE ST. LUCIE COUNTY, FL CLIENT IIII( II�� � ,I. CONSTRUCTION OF FLORIDA, INC..00 CONSULTANTS REGISTRATION �rG OF FOR ,gyp.••' • •. �Q A1; 96 8 rF: Ca c`Sz3�. RED AR MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER ETI L. Y �- )I A5.00 PR0jE^oT NUMBER R18102 DATE 11/09/2021 m SUPPLY DUCT WALL A H U RETURN DUCT FLOAT SWITCH PRIMARY DRAIN STAND DRYWALL AIR f-]ANDLER DEI AIL f _ - COOLING CAP. - D 0 COVERL,D I'A`TI( r I HEAT CAP. m .3.30800 STUCCO CL(, 26G8 f�c�a 7 5 a. f DINING RK tak` VAULT CLG f*Tw i� !,Z' 5 ,(ue i 7J.x34A Q v, _`�`' .�;,�,-��- - •��....� � ' '' a I, /7s �xi4 IZ- to BED 2- ;. ------------ C , . c. _-- CAC 1 _ 6 6 _ 1643 DONNA ROAD WPO, FL. 33409 5 6 1— 6 8 9 1 0 9 3 831 S. yKINGS HWY I'T, PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 7 7 REVIEWED FOR CODE COMPLIANCE °I LUCIE C3U TY78OCC No. Rc, ision/Issue�, Date, ALI_ IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED By AND PROPERIY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL. BE USED BY, OR DISCLOSED TO ANY PERSON,F'IRM,OR CORPORATION FOR ANY PURPOSE W11HOUT WRITTEN PERMISSION OF PREFERRED AIR CONDIIIONING & MECHANICAL, INC. NEW Rl"SIDI NC( FOR: 4'/�iA1.D C Evr A sa 89L /, �� i 1 -LIFE SAFETY VARNING This symbol identifies Life Safety Wanings that should be read and given special atteltion to all persons installing trusses. SPACING NOTE I All trusses are to be set 2'-0" or i center except as noted. I MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A I, DON'T LIFTTRUSSES r WITH SPANS L'rNGER THAN 30' BY THI PEAK. CONSULBCSI 30' Span or less ' S' to 60' Span 3Dto reader Bar ' 60 degrees orless - - 112 span - Tag line - Approx 213 to - Tag line Approx. 112 of Span. - REFER TO BCSI REFER TO BCSI _ Truss must be set this way If crane Is used. uss must be set this way if crane is used. Truss is an example, your truss may not match. Trg is an example, your truss may not match. Insist crane operator sets truss this way. sist crane operator sets truss this way. All load bearing wall;, headers, beams, & lintels mushe in place at indicated height bef(re trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, thee trusses are not designed for air handlers in the roof or fo,any other A/C requirements. This may be in conflict with builling code and A/C Design requirements. Consult with Building Detlartment and A/C Contractor. WAHPJING The size of these trusses makes it necessary that they e set 4 a profeesional builder I familiar with and experienced in the problems and dangers of siting large span trusses. The builder and erector should consult with an engineer licensd in Florida specializing in wood roof trusses about the safe erection of these trusses. lie engineer should be at the job site when trusses are erected to provide supervsion and advice. SEAT PLATES BY CHAMBERS TRUSS ,REPRESENTS A HANGFR HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS3H0WN CARRIED 'CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS !. CARRIED TRUSS CARRYING TRUSS ; I I I I *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1 /2" O CEILING AT 8'-811 INDICATES VOLUME CEILiNGS LOAD BEARING AT 8'-0" LOAD BEARING AT 10'-0" HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION °` o not stand on trusses until they are braced per BCSI & properly nailed to straps and (hangers !! NOTES: • ALL BEAMS ARE BY BUILDER• INTERNAL BEARING WALLS REQUIRED AS SHOWN. • SQUARE CUT END 2X4 TOP CHORD WALL I(EIGHT 8'-0" END DETAIL: VAULT 2..5 L 12 Z4-01 8 00 4 1-04-0 SQUARE CUT END 12 2X4 TOP CHORD WALL HEIGHT 8'-0" 5 T- END DETAIL: COr"FER 4-01:t 2-08-00 1-00-00 1-' 04-00 11 "_. a;�: '-'"y"?,.,;`E�°C S;itiEii4fs€NtldALtitl~VitilV {'fli*fp i'. 13PROVEU nS NOTED ,;araecTEn_. Filr•AT;I P i- : - 1 ir'Jr.4 ICI GON1-( AIITY 'r'D C a CONFOR4Aa IL CONIRACT DOCUMFNTS UNIY. t CONIRi.CTMIS Rr DNS nl r F R COW`I'� r1ND C`52 t 1 I: �G DhJ' (l J . F 11(3 11'E FOR r( Ay: Cr 3 V (I O ki I r-; F x fll N pRnC;l: AND T t I i G Cn;:S J I'IrJid, f c I ,Pr OF �I 11 1 iNiiN �P' IJ1r S -CAI 'i rl0 @YV ur r RA I_MS SQUARE CUT END 12 2X4 TOP CHORD 5 r WALL HEIGHT VARIES END DETAIL: TYPICAL 1-04-0 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining 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 undersigned agrees that no backcharges will be allowed, In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. After 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 the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses, Buyer is responsible 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 fee for revisions may be charged by Chambers Truss, 1 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorneys fee for Collections in event of payment not timely made. 1-112 % per month service charge will be. added 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 payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the 'undersigned agrees to pay such indebtedness including attorney's fees, If default In payment for material be made by the recipient, 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per DINational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIITPI/WTCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED 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 are required and can save life and property and is the responsibility of the truss erector. 19ak. Study the contents of the information packet included on delivery before setting trusses. I 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 plywood, 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 Ban 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 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM FILE CC�PY RENEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC �"jl4D`�7Zr TiLQ/� Ups-/ MITEK VERSION 7 4 1 431.. LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SEC 1604,6.1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 '. Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category Il: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2020 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 77700 SCALE: 1 /411 = 1 1 -011 135 total trusses, 47 unique designs Designer: RLC Reviewed by: RLC Date: 07/30/21 FOR GRANDE CONSTRUCTION DESCRIPTION: PALM DRIVE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77700