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Home My WebLink AboutRevision 3-10-22-c 1 1ST FLOOR PLAN A1.00 114" = V-0" KEYNOTES FOR FLOOR PLAN 101 MIRROR 117 INTERIOR BEARING WALL 102 ROD & SHELF 118 PLANT SHELF DETAIL A 103 (5) SHELVES 119 PLANT SHELF DETAIL B 104 16"x16" 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"x12" 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 TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC UBJECTTO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR T Speed^Topographic DESIGN Westhennga Frost line Termite° DESIGN UNDERLAYMENT HAZARDS9 FREEZING (mph) effecW CATEGORYI depth° TEMP- REQUIREDh INDEX! See Fig. r301.2(4) NA Negligible NA Very Heavy NA 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 ZONE 2 -41.0 IKO INDUSTRIES LTD. CAMBRIDGE FL# NIA 3/8" DIA HEAD ROOFING NAIL PER SHINGLE -45.6 ZONE 3 -55.7 -59.7 -101.4 AR 30310.1 W/ (6) NAILS PER SHINGLE ROOFING ZONE 1 -39.3 -60 OWENS CORNING WEATHERLOCK FL# N/A SELF ADHERED UNDRLMNT. ZONE2 -45.6 UNDERLAYMENTS 9777.1 ZONE 3 -55.7 WINDOWS (SNGL HUNG) ZONE 4 -28.7 ZONE 5 -34.0 -55.0 MI WINDOWS & DOORS 185 SH FL# IMPACT 3/16" TAPCONS W/ 1 114" MIN. EMBEDMENT 17499.1 AND 2 1/2" MIN. EDGE DISTANCE @ 16" O.C. MAX, 2" MAX FROM CORNERS @ JAMBS & - HEAD DOORS (SINGLE ZONE 4 -28.7 -55 PLASTPRO SERIES O FL# IMPACT 1/4" TAPCONS W/ 1 1/4" MIN. EMBEDMENT OPAQUE) SMOOTH 15210A AND 2" MIN EDGE DISTANCE @ 14" O.C. MAX 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 OPAQUE SMOOTH 15210.3 AND 2" MIN EDGE DISTANCE @ 14" O.C. MAX FIBERGLASS ON JAMBS, 6" FROM CORNERS ON JAMBS, 3" & 7" FROM CORNERS @ HEAD, CLUSTER OF (4) SPACED 3" & 7" FROM CENTER ON HEAD DOORS (DOUBLE ZONE 4 -28.7 -55 PLASTPRO SERIES 0 FL# MPACT 1/4" TAPCONS W/ 1 1/4" MIN. EMBEDMENT GLAZED) SMOOTH 15210.E AND 2" MIN EDGE DISTANCE @ 14" O.C. MAX FIBERGLASS ON JAMBS, 6" FROM CORNERS ON JAMBS, 3" & 7" FROM CORNERS @ HEAD, CLUSTER OF NONE (4) SPACED 3" & 7" FROM CENTER ON HEAD GARAGE DOOR -26.0 44.0 DAB DOOR COMPANY, 824 STEEL NOA# 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET INC SECTIONAL 20-0901.25 MPAC I @ 12" O.C. WITH 1-1/4" MINIMUM EMBED. MULLION ZONE 4 -28.7 -130 MI WINDOWS & DOORS 34,1-1831 FL# /a" TAPCONS @ WITH 1-1/4" MIN. ZONE 5 34.5 15353.9 EMBEDMENT AND 2-1/2" DISTANCE TO EDGE �UTA ro rmvvvcv UivL�r I U INUIUAI t JUK 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 8F16/1T-1B L-2 6'-6" 3480 60 1880 265 8F16/1T-1B L-3 7'-6" 2661 619 1634 638 8F16/1T-1B L-4 11'-4" 1366 577 798 590 8F16/1T-1B L-5 13'-4" 1075 268 606 331 8F16/1T-1B L-6 1T-4" 950 339 404 253 8F16/1T-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-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. GENERALNOTES ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BULDING 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: 6:12 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 El36 REQUIREMENTS. AREA CALCULATIONS RECEIVED M ; 0 6; 20Z2 St. Lucie County Permitting AIR CONDITIONED AREAS A/C LIVING 1,515 SF NON CONDITIONED AREAS GARAGE 400SF 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. I 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 1 PROJECT REVELS RESIDENCE ST. LUCIE COUNTY, FL CLIENT ' CONSULTANTS I REGISTRATION 'rrA �lSTERE�� MICHAEL-J"SEAL, AIA _ AR96898 REVISIONS NO. I REVISION 1 02/10/22 1 BLDG DEPT COMMENTS STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE KEY PLAN 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 606 FLORIDA BUILDDING CODE - RESIDENTIAL) USE 7" x 22" VENTS @ 8'-0" O,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 ZLOt-00 RECEIYEt) �' �: iwr�s daupty I SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN PROJECT NUMBER R18102 DATE 02/10/2022 ARCHITECT _4 RIGHT H_T SIDE ELEVATION A3.00 1/4' 1'-0" 2 REAR ELEVATION A3.00 1/4"= 1'-0" TOP OF ENTRY BEAM 10'-0" .: �nC::� S �ti .SS. iSSi �ii•`� •ii �• :` � � '�•i ��i�iT' �fii�. �:.�� .� �iii ~�� o� �irii �i'fi � • � • . ii'� l' rL': � �:.:� irS'�`��i -�.:7 .r.•��• � :. �' � . •� . ,�i•. �:. '. ':f�:r:� .iir i:�•:.:r'�a ' • �•si` :. - .. 5 r.� .ti ��?r:.+s7 r..Y4• r . rr,.�sa.�' . ems::fir :ti-� :�: ��: '= ='�:. � � L-� s-::r:: 302 OTOP OFSLAB ---- F --- -- — - 1 FRONT ELEVATION A3.00 114" = 1'-0" TOP OF BEAM "E 83 TOP OF SLAB _� 0.1V KEYNOTES FOR ELEVATIONS 301 STUCCO FINISH 302 RAISED STUCCO DETAIL 304 SHINGLE ROOFING 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 YI, ' CONSTRUCTION OF FLORIDA, INC. CONSULTANTS REGISTRATION y F L. 0,�� ; kd t o L J c CQf 4 ® 1 Z_ . kl MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 02/10/22 BLDG DEPT COMMENTS LZ KEY PLAN FILE COPY SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS a uu PROJECT NUMBER R18102 DATE 02/10/2022 ARCHITECT 3 b' "0 GFI 504 � 508 IqT 510 i d \7,i \ GFI O/ �Oi uj Ir � ` E ItJ Q f' A LIGHT COMBO CU WP/GFI ELECTRICAL PLAN A4.00 1/4" = 1'-0" ELECTRICAL LEGEND G SINGLE POLE SWITCH 3 THREE WAY SWITCH 4P DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET f MOTOR OUTLET WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE RECESSED LIGHT FIXTURE Tx4'SURFACE MOUNT FLOURESCENT LIGHT FIXTURE JUNCTION BOX FOR FAN/ LIGHT COMBO PHONE OULET CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE DOORBELL CH CHIMES Lo EQUIPMENT DISCONNECT E ELECT. SERVICE: 3# 3/0 THWN CU. IN 2" CONDUIT "E P" O 120/240V 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 12,000 VA 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 506 LIGHT IN ATTIC ON PULL CHAIN 507 TO DISPOSAL 508 BELOW COUNTER FOR D.W. 509 BELOW COUNTED FOR DISPOSAL 510 ABOVE RANGE FOR MICROWAVE 511 W/ CARBON MONOXIDE DETECTION 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 ROJECT REVELS RESIDENCE ST. LUCIE COUNTY, FL LIENT ' CONSULTANTS ' REGISTRATION MICHAEL J SEAL, AIA REVISIONS NO. I DATE REVISION 11 102/10/22 1BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN A4mOO PROJECT NUMBER R18102 DATE 02/10/2022 ARCHITECT w m O 3e 2e 2e 3 2r 2r RIDGE 2r 1O 2e 3r 3r 2r 2r RIDGE 2r �P��O 2r 2r 3e 2e 2n 3r 3r 2n 2e 3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION _d 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 309 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 r_6y[iI��l[lIBi1Si➢ SIMPSON MTS16 @ EACH END OF OVERFRAMED TRUSSES W/ (14) 10d NAILS @ EACH STRAP WIND BOX BACK TO NEARESTTRUSS CAULK PLANT SHELF "C" TRUSSES @ 24" O.C. CONNECTOR BY TRUSS COMPANY- 12 OVERFRAMED TRUSS DETAIL A5.00 3/4" = 1'-0" l 71t1�7 2 COURSE BOND BEAM W/ (1) #5 CONT. `- °---`- '- IN EACH CONC. FILLED COURSE - ----- ---a--------- ---------- #5 CORNER BARS i.' •� h 9 -F-------------- i— 9 II ° ° A °I #5 VERTICAL BARS NOTE: ALL #5 BARS TO LAP 28" MIN. 11 BOND BEAM STEP DETAIL _ A5.00 3/4" = 1'-0" WATERPROOFING (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) TYP. OF ALL 4 - SIDES zCONC - MASONRY WINDOW BLOCK _ FLASHING DETAIL !�/ SHALL COMPLY WITH FBC SECTION R703.4 10 FLASHING @ WINDOW1 A5.00 1 1/2" = V-0" V _ FINISHED FLOOR ELEVATION ° ° a "v 9 TYPICAL CURB DETAIL_ A5.00 3/4" = 1'-0" m 3 778' 9„ 9 1'-6, (0) CMU WALL --__TYPICAL FTG. DETAIL d� STEP A5.00 3/4" = 1'-0" P.T. 2"X W/ 3/16"X3" TAPCONS @ 12" O.C. 2"X4" BLOCKING W/ (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" = 1'-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" = 1'-0" f�u „ 1'-I 9 6" .@�A- AI E� WALL F m m m Zo 6 GARAGE DOOR BUCK DETAIL A5.00 1/2" = 1'-0" SIMPSON MTS16 W/ (14) 10d NAILS PER CONNECTOR I SCHEDULE i DBL 2"X4" TOP PLATE o DBL 2"X12" HEADER W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGE ED BOTH SIDES @ DOOR OPENINGS 1/2" GYP. BOARD CLGS & WALLS 2"X " STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS PROVIDE 1/2"X 1/2" REDHEADS @ ° 24" O.C. V RTICAL 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 PLA 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 24" O.C. MAXIMUM HEADER SPAN T-0" 6'4" 9'4- 12'-0" 15'-0" 1 18--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" = 1'-01. , WALL HEIGHT 6 GARAGE DOOR BUCK DETAIL A5.00 1/2" = 1'-0" SIMPSON MTS16 W/ (14) 10d NAILS PER CONNECTOR I SCHEDULE i DBL 2"X4" TOP PLATE o DBL 2"X12" HEADER W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGE ED BOTH SIDES @ DOOR OPENINGS 1/2" GYP. BOARD CLGS & WALLS 2"X " STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS PROVIDE 1/2"X 1/2" REDHEADS @ ° 24" O.C. V RTICAL 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 PLA 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 24" O.C. MAXIMUM HEADER SPAN T-0" 6'4" 9'4- 12'-0" 15'-0" 1 18--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" = 1'-01. , WALL HEIGHT STUD SPACING 1 1 2 2 2 2 # OF HEADER STUDS SUPPORTING END OF HEADER 10'-0" OR LESS 16" O.C. 2 2 3 3 3 3 # OF FULL HEIGHT STUD @EACH END OF HEADER 10"-0" OR MORE 16" O.C. 2 2 3 3 4 4 3 POINT BEARING HEADER CONNECTION DETAIL A5.00 1/2" = V-0" 2USSES TOP PLATE STUDS (NOT REQUIRED HIGH WALL) (DOUBLE 2"X12" W/ 1/2" )D SPACER, GLUED AND N/ 16d NAILS @ 8" O.C. RED BOTH SIDES) ACH STUD AS REQUIRED SON LSTA 18 OR MTS 18 W/ NAILS STUDS IGHT STUDS IMPSON 13" FLAT STRAP 'LACE MTS 16 OR EQUAL )ER ONLY :ACH STUD AS REQUIRED W/ V SP4 OR SP6 W/ (6) 10d NAILS TOM PLATE SIMPSON HETA 20 PER SCHEDULE FILL VOID W/ CONCRETE , �Ir 8" PRECAST LINTEL W/ 1 # 5 BAR & 8" BOND BEAM W/ 1 #5 BAR II „ I STUCCO ON RIB LATH OR II „ I 5/8" EXTERIOR SOFFIT BOARD W/ 1 1/2" DRYWALL II II SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD OVER HOUSEWRAP „ 1, L 12"X12" OR 16"X16" C CONCRETE BLOCK COLUMN W/ (4) #5 BARS IN EACH CELL (REFER TO FLOOR PLAN FOR COLUMN SIZE LOCATION) I II L I STUCCO FINISH REFER TO FOUNDATION „ I „ PLAN FOR SIZES AND ; REINFORCING - NOTE: REFER TO TYPICAL WALL SECTION FOR ;.. .II ADDITIONAL INFOMRATION ... ... - ,., 1•- _II 1-III-III = I I I I_I 1I_ 1I JI-III__ III 1 1 2 COLUMN DETAIL 1 A5.00 3/4" = 1'-0" ASPHALT SHING ROOFING ON ELF-ADHRE 1 UNDERLAYMENT OVER 19/32" CDX PLYWO 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 SCHEDULE 1/2" CEILIN METAL DRIP EDGE DENSITY DRYWALL 1"x2" PT NAILER 2'-01, 2"x6" RSC FASCIA T STUCCO SOFFIT ON RIBBED METAL LATH W/ SCREEN VENTS I (2) COURSES OF CONC. BILK. BOND BEAM W/ (1) #5 BAR II EACH II _ PRE -CAST LINTEL @ DOOR & II WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR _ ADDITIONAL INFORMATION 1/2" GYP BOARD ON Vx 2" P.T. II FURRING @ 24" O.C. & FI-FOIL INSULATION (4.1 MIN) II { STUCCO FINISH �n 8" CMU WALL W/ #5 1 VERTICAL DOWELS IN III CONC. FILLED BLOCK CELLS WOOD @ CORNERS, EACH SIDE OF 44 BASE OPENINGS AND @ 6-0" O.C. MAX. REFER TO FLOOR -IIII PLAN FOR EXACT LOCATIONS REFER TO FOUNDATION II PLAN FOR SIZES AND —III III REINFORCING -III 6MIL VAPOR BARRIER—� IIIIIIIIIIII—III _ I II I�—IIIIIIIIII 1 TYPICAL WALL SECTION1 A5.00 3/4" = 1'-0" Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2021 PROJECT ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION ......... ..q� EA( { t 10 t 'u RED MICHA L< A AR96898 REVISIONS INO.1 DATE REVISION 1 02/10/22 1 BLDG DEPT COMMENTS KEY PLAN • SHEET TITLE / SHEET NUMBER E1'IL ®i PROJECT NUMBER R18102 DATE 02/10/2022