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HomeMy WebLinkAbout202-11-05 Beland - Issue For Permit - Final - Signed and Sealed��\\ \ \. �� BIRD'S EYE VIEW aU VIEW FROM FRONT BELAND RESIDENCE RESERVE PLANTATION, PGA VILLAGE HARDSCAPE NOTES 1. GENERAL CONTRACTOR TO COORDINATE THE SUPPLYAND INSTALL HARDSCAPE /LANDSCAPING PREPARED 8Y OWNER SUPPLIED LANDSCAPE ARCHITECT DRAWINGS. IRRIGATION WELL, PLANTINGS, LANDSCAPE LIGHTING, CONCRETE SERVICE PADS, DRIVEWAYNVALKWAYS. 2. GENERAL CONTRACTOR TO COORDINATE WITH POOL CONTRACTOR FOR THE INSTALLATION OF POOUDECK/SCREEN ENCLOSURE AND REQUIRED FINISHES AROUND POOL. 3. GENERAL CONTRACTOR TO COORDINATE THE SUPPLYAND INSTALL FOR SEPTIC SYSTEM. PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CASE) PRESSURES CONC. ZONE 1 -22.0 EAGLE ROOFING FLAT CONC. FL# N/A FOAM ADHESIVE: DAP, INC. (SEE BELOW) ROOF TILES ZONE 2 -32.0 PRODUCTS FLORIDA TILES 7473-R8 1 1/4"W x 8"L HEADLAP BEAD, 1 1/4"W x 10"L ZONE 3 -6D.0 UNDERLOCK SIDE BEAD ROOF TILE ZONE 1 -22.0 -148 DAP, INC TOUCH'N FL# N/A ADHESIVE ZONE 2 -32.0 SEAL 14506.1 ZONE 3 -60.0 STORMBON ROOF ZONE 1 -22.0 -135 EAGLE ROOFING @AGLE FL# N/A SELF-ADHESIVE UNDERLAY ZONE 2 -32.0 PRODUCTS FLORIDA ARMOUR 28645-R2 ZONE 3 -60.0 WINDOWS ZONE 4 -28.0 -130 PGT INDUSTRIES PW7720A NOA# IMPACT 5/16" STEEL ULTRACON W! 2 1/2"MIN. EDGE (FIXED) ZONE 5 -34.D ALUM. FIXED 20-0401.10 DIST. 8 1 3/4" MIN EMBED., MAX 12" O.C. WINDOW WINDOWS ZONE 4 -28.D -59.3 PGT INDUSTRIES CA-740 NOA# IMPACT 5/16" STEEL ULTRACON W/ 2 1/2"MIN. EDGE (CASEMENT) ZONE 5 -34.0 17-0614.14 DIST. 8 1 3/4"MIN EMBED., MAX 5" O.C. DOORS ZONE 4 -28.0 -55 THERMA-TRU SMOOTH STAR FL# N/A %." TAPCON @ 14.5" MAX O.C., 6" TYP FROM (OPAQUE) "IMPACT" 20468.4 EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2" EDGE DISTANCE DOORS ZONE 4 -28.0 -50 THERMA-TRU SMOOTH STAR FL# IMPACT %," TAPCON @ 14.5" MAX O.C., 6" TYP FROM (GLAZED) "IMPACT" 20468.10 EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2" EDGE DISTANCE DOORS ZONE 4 -28.0 -80 PGT INDUSTRIES SGD-770 NOA# IMPACT 1/4" ELCO ULTRACON W/ 2 1/2" MIN. EDGE (SL. GL. DR) 17-0420.17 DIST. & 1 3/8"MIN EMBED., MAX4" O.C. GARAGE -2fi.0 -42.0 CLOPAY BUILDING 2" GALLERY NOA# IMPACT 1/4" ULTRACON W/ 1 3/4" MIN. EMBED @ 9" DOOR (9') PRODUCTS INSULATED 19-1029.11 O.C. MAX. GARAGE -26.0 -42.0 CLOPAY BUILDING 2" GALLERY NOA# IMPACT 5/i6 X 1-5/8" LAG SCREWS 3 PER BRACKET DOOR (10') PRODUCTS INSULATED 18-510.02 @ 12" O.C. WITH 1-1/4"MINIMUM EMBED. MULLION ZONE 4 -28.D -51 PGT 1" x NOA# N/A 5/16" TAPCONS @WITH 2"MIN. EMBEDMENT ZONE 5 -34.0 20-0406.03 AND 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 BYTHE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. DIMENSIONING NOTES 1. WALLS ARE DIMENSIONED TO FACE OF MASONRY SURFACES, AND TO FINISHED DRYWALL FACE OF STUD WALLS, UNLESS NOTED OTHERWISE. 2. WINDOWS AND DOORS ARE DIMENSIONED TO CENTERLINE OF OPENING, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING ROUGH OPENING SIZES BY REFERENCING OTHER DOCUMENTS, SUCH AS SPECIFIC PRODUCT SPECIFICATIONS. 3. DOORS LOCATED TIGHT TO A PERPENDICULAR INTERSECTION OF WALLS SHALL 8E LOCATED A DISTANCE OF 1/2 THE SCHEDULED DOOR SIZE ,PLUS 4" FROM THE PERPENDICULAR WALL PLANE, UNLESS NOTED OTHERWISE. 4. HOLD CRITICAL OR "CLEAR" DIMENSIONS NOTED AS SUCH. 5. CALCULATE WORK IN FIELD WHERE INDICATED BY NOTES CALLING FOR ALIGNMENTS AND OTHER GEOMETRIC RELATIONS. 6. REFER TO TYPICAL INTERIOR PARTITION DRAWING FOR DETAILS AND DIMENSIONS OF INTERIOR PARTITIONS. 7. REFER TO WALL SECTIONS FOR DIMENSIONS OF EXTERIOR WALLS. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF ANY DIMENSIONS ARE IN QUESTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. EFFORTS HAVE BEEN MADE TO ACCOUNT FOR STANDARD CONSTRUCTION TOLERANCES WITHIN THE DIMENSIONS INDICATED. CONTRACTORS) SHALL REVIEW DOCUMENTS AND CONFIRM ADEQUATE ALLOWANCES HAVE BEEN PROVIDED PRIOR TO COMMENCING WITH WORK. CONTRACTOR SHALL NOTIFY ARCHITECT IN ADVANCE OF COMMENCING WORKTO IDENTIFYANY ADJUSTMENTS THAT MAYBE REQUIRED. DRYWALL &FINISH NOTES 1. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). 2. CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). 3. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 4. 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. 5. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 6. ALL DRYWALL INTERIOR HOUSEIGARAGE TO BE FINISHED AND READY FOR PAINT. NO TEXTURED CEILINGS AND NO TEXTURED WALLS. PAINTING; ALL CEILINGS ARE TO BE FLAT WHITE. OWNER WILL PROVIDE A COLOR SCHEDULE FOR THE VARIOUS ROOMS. ALLOW FOR 5 INTERIOR COLORS ON THE WALLS, SATIN FINISH. THE GARAGE WALLS WILL BE ONE COLOR AND GARAGE FLOORS ONE COLOR EPDXY PAINT, GARAGE CEILINGS FLAT WHITE. COLORS TO BE SELECTED AT A LATER DATE. 7. OWNER TO PROVIDE GENERAL CONTRACTOR WITH TILE RENDERING DRAWINGS AND SPECIFIED TILES. 8. OWNER TO PROVIDE GENERAL CONTRACTOR WITH RENDERING DRAWINGS AND SPECIFICATIONS FOR GLASS AND MIRRORS 9. OWNER TO PROVIDE TO GENERAL CONTRACTOR WITH RENDERING DRAWINGS FOR ALL CABINETS AND COUNTERS. 10. OWNER TO SUPPLY ALL APPLIANCES AND SHOP DRAWINGS FOR BUILT INS. GENERAL CONTRACTOR TO INSTALL AND HOOK-UP. 11. GENERAL CONTRACTOR TO ALLOW FOR THE SUPPLY &INSTALL MISCELLANEOUS ACCESSORIES. SUCH AS; BATHROOM TOWEL BARS, TOILET PAPER HOLDERS, TOWEL HOOKS (OWNER TO SUPPLY SPEC SHEETS). 12. GENERAL CONTRACTOR TO MAKE ALLOWANCE TO SUPPLY AND INSTALL CLOSET HANGING AND SHELVING TO CODE. BASE ON WHITE WIRE HANGING IN CLOTHES CLOSETS AND SOLID SHELVING. CONTRACTOR TO MAKE PROPOSAL TO OWNERS FOR FINAL REVIEW. 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 3000 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WI 38" 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°/a 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 COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2D17 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 STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE AMINIMUM Z-MAX COATING OR BETTER 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 2D17 FLORIDA BUILDING CODE WI AMENDMENTS. 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 RESISTTHE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 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. GENERAL NOTES 1. ALL WORK TO BE PERFORMED PER 2017 FLORIDA BUILDING CODE. 2. BUILDER TO COORDINATE THE WORK OF ALL TRADES. 3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITHIN THE DRAWINGS. 4. DO NOT SCALE THE DRAWINGS. 5. WALLS ARE DIMENSIONED ARE TO FACE OF MASONRY SURFACES AND FINISHED FACE OF STUD WALLS, UNLESS NOTED OTHERWISE. CONTRACTOR TO TAKE INTO ACCOUNT THICKNESS OF FINISHES WHEN LAYING OUT WALLS TO ENSURE MINIMUM CLEARANCES ARE MET. 6. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON STRUCTURAL MEMBERS DURING CONSTRUCTION. TRUSSES ARE TO BE INSTALLED USING SAFE ERECTION PROCEDURES AS RECOMMENDED IN THE GUIDELINES PROVIDED BYTHE TRUSS COMPANY. 7. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. EXTERIOR DOOR JAMBS SHALL BE SET IN A BED OF SILICONE CAULKING OR OTHER WATER PROOFING PRODUCT DESIGNED TO STOP WATER PENETRATION INTO THE WOOD. 8. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES, BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS &CEILINGS. REFER TO FBC R3D2.11 FOR ADDITIONAL INFORMATION. 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: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 7:12 6. COMPONENTS &CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ROOF: ZONE 1: -22.0 ZONE 2: -32.0 ZONE 3: -60.0 WALLS: ZONE 4: -28.0 ZONE 5: -34.0 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: 2D00 PSF AREA CALCULATIONS AIR CONDITIONED AREAS AIC LIVING 3,268 SF NON CONDITIONED AREAS GARAGE PORCH ENTRY 1042 580 55 SF SF SF GROSS AREA GROSS ARFJ\ 4,945 SF TABLE R301.2�1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY UBJECT TO DAMAGE FROM WINTER DESIGN TEMPa ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDSa AIR FREEZING INDEX MEAN ANNUAL TEMPI Speedo (mph) Topographic effectsk Weathering° Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA ARCHITECT Archit�Ct®1�6� 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 2020 PROJECT BELAND RESIDENCE 7964 Plantation Lakes Drive Part St. Lucie, FL CLIENT EDDY & CONNIE BELAND CONSULTANTS REGISTRATION ,�� OF FLO,Q �;'� '-.� . A �. ��'•, R9i898 �� sT•.,._ .. ;�� ,. FRED.A�G MICHAEL J SEAL, AIA AR96698 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER GENERAL & CODE INFO AO�oO PROJECT NUMBER R20033 DATE 11/05/2020 0 Er�J 9 R LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE \ DEG OR ' DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION \ FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD \ IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR \ M MEASURED DATA MON MONUMENT \ N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM \ NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR (/ NUMBER NTS NOT TO SCALE \ OHP OVERHEAD UTILITIES \ ORB OFFICIAL RECORDS BOOK FNDS/8"IRC P PLAT DATA UNREADABLE PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT FIRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY / WR WATER METER & AND ® AT A DELTA I UTILITY POLE TREES, SIZE AT CHEST HIGH POINT # TYPE SIZE DRIP LINE HEIGHT 200 OAK 31" 40' 25' 20 „ 28 244 PINE 20 '1. 205 OAK 20' 207 - 208 OAK OAK 16 32" 3 40' 25' 209 PINE 22" 25' 37' 210 OAK 13" 20' 19' 211 -PINE 212--PINE 0' 243 PINE" 244 PINE 20" - 215 PINE 16" 20' 25' 217 218 PINE 20 " 219 PINE -25" --26' 220 OAK 22" 27' 23' 221 OAK 22" 28' 26' 222 223 PINE PINE 18" 18" 2� 19, 27' FNDNAIL &DISK UNREADABLE BUIPII ARK ELEV= 2I 6' UTILITYEASEA1TA7 / I LOT 6 SET5/8"IRc I VACANT LB # 7903 /'/ / / ���' Md SAINT LUCIE COUNTY, FLORIDA 23,41 23.31 23.46 23,53 1 23,63 FND NAIL & DISK UNREADABLE BEMMMARK ELEV= 24.15' 23,51 Ems. 2 ,63 23.55 \ F A 09to 23,96 2 24,02 I/I/ 3.90 3,66 18p oo \ 23.79 SET 5/8 # 3,85?4,12 r76 °� S 5/8"IRC 22•6 23,67 �e 5/8"IRC \ asp 0 3 IF frj 121 #7903 S 80° 15 2 9�9u.V N 3,79 \ 0001 - 6.26., 23.88 2 31 , d , n LOT 7 22.66 a ENYWY 23 60 PROPOSED 1 STORY CBS \ RESIDENCE MINIMIIMFFE=25.8' ??s• VQ6o So, ��9 `0 1 LOT9 OCCUPIED FND 5/8"JRC FFE= 26.85' UNREADABLE / WELL & SEF77C / OUTOFRANGE / / / / . \ ,Pz� x x 24.52 136. 1$ 23,90 x 09 PAVER DRIVE ) XPII 2430 23,28 AEA' 122 ^ .5 h a¢� �4T co 2p. 5 23,69 23.48 O O s �1 0(N Op• (p ry 1• �V 23,58x rya, 23.32 x .30 FUTURE POOL&DECK v x23.70 o PROPOSED x N WELL LOTS OCCUPIED FFE= 27.157 WELL & SEPTIC OUT OFRANGE NOTE.• NO SIGN OF GOPHER TORTOISES FOUND AT TIME OFSURVEY,- PUBLIC WATER ISAVAILABLE, WELLS ARENON-POTABLE / 26.34 / r �C 26.3y 26.03 )L 26.22 24.04x 24,02j" 23,93 SET5/8"IR1 LB # 7903 24,18 N Ills 23.97 23,8 24,18 N23.9 24,03 Z 441 4 04 ' 23,55'9t 23J3 / FND NAIL & DISK UNREADABLE BENC.IIMARK ELEV= 23.73' I / 24.36 w 23.65 FIRE73YDRAIVT 24,24 v�A \5 AIA AMp1UE 0 WPI Z s �Z p{EEE TY N11IR: Ott ROAD SITE fi PIA �y PNMA MS A BILM op' 1 LOCATION MAP NOT TO SCALE STREET ADDRESS 7964 PLANTATION LAKES DRIVE, PORT ST. LUCIE, FLORIDA 34986 LEGAL DESCRIPTION LOT 7, RESERVE PLANTATION, PHASE IIA, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN PLAT BOOK 26, PAGES 13A AND 13B OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. UU) w ILI ` E a L �L Z 06 ` VJ L Z O J U O � Z wL a GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF PLANTATION LAKES DRIVE HAVING A BEARING OF N17'50'51"E, ACCORDING TO THE PLAT OF RESERVE PLANTATION, 0 Z PHASE IIA, AS RECORDED IN PLAT BOOK 26, PAGE 13, PUBLIC Z Z RECORDS, SAINT LUCIE COUNTY, FLORIDA. g O WO~ 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY O S IN ZONE "X ACCORDING TO THE FLOOD INSURANCE RATE MAP, p Z x COMMUNITY PANEL NO. 12111 C 0254 J, EFFECTIVE DATE F Z � FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE OO z DETERMINED BY AN ELEVATION CERTIFICATE. 0 0 O0 6. ELEVATIONS, SHOWN HEREON, ARE IN NORTH AMERICAN g VERTICAL DATUM (NAVD) OF 1988, BASE BENCHMARK BEING ST, U W W LUCIE COUNTY "DODGE" WITH AN ELEVATION OF 25.26'. } Z 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED 0 9 STATES STANDARDS, IN FEET AND DECIMALS THEREOF. LL LL- 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON, 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, 1D. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF } w N o I" r z > IA m N w it a w q a N 0 N w N Q N q OTHERS. DRAWN BY: CA 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS CHECKED BYI CA OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY DATE' AUGUST 20, 2020 ACT DEEDS, HORIZONTAL SCALE' 12. THE LAST DATE OF FIELD WORK WAS AUGUST 12, 2020, 1'=20' GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER, 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018, 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. NOT VALID WRHOUTTHE SIGNATURE AND ORIGINALSEALOF A A LICENSED SURVEYORS MAPPER. _ SEAL CHARLES ARNOLD PROFESSIONAL SURVEYOR B MAPPER FLORIDA LICjmNSE NO A971 SHEET I OF S PROJECT NO. 20-526 I 1 I I I I( � I h / su z 11 \ DRIVEWAY 3-PIECE CATALINA STONE PAVER FIELD IN 'SLATE' COLOR (2,305 SF.), WITH B'x8' CATALINA STONE PAVER OUTER BORDER IN 'SLATE' COLOR (292 LA),, AND 4'xe' CATALINA STONE PAVER INNER BORDER IN 'TITANIUM' COLOR (264 LFJ, ALL BY BELGAII SEE DETAIL V', SHEET H4 TRENCH pRAIN TI LF. 4'x4' LANDING SEE DETAIL P', SHEET 14-2 15' HT. RAISED 510A 'SUFFSIDE' FINISH BY NPT POOL FINISHES, WITH 3'x24' DALTILE DIGNITARY 18-43F9' BULLN05E ACCENT TILE ALONG EDGES OF BENCH AND STEPS, WITH SPILLOVER BENCH PATIO POURED CONCRETE COVERED WITH FLO-CRETE PAINT/STAIN (OR SIMILAR) IN DESIRED PATTEW I,nl SF., SEE DETAIL We SHEET H-2 17_17.T.T-7_�¶M.� 18' HT. TILE FEATURE WALL WITH 12'Wx3 ra'H CONCRETE CAP (COLOR TO MATCH HOUSE CONCRETE CAP COLOR) AND ONE (U 24' WIDE SPOUT PER SIDE, TILE AND SPOUT TIED, 24'44'x3ro' HT. PIER \ WITH 28'48' CONCRETE CAP (COLOR TO ^, MATCH 140115E CONCRETE CAP COLOR), AND bb v'S30 U)11�T, \ COASTAL STONE VENEER ELDORADO STONE IN 1PEARL WHI ETYP. \ 30' WT. TILE FEATURE WALL \ WITH 120Wx3 2'14 CONCRETE CAP (COLOR TO MATCH HOUSE \ CONCRETE CAP COLOR) AND THREE (3) SCUPFERS, \ TILE AND SCUPPERS TBD, TYP. PICTURE SCREEN WIDTH OF POOL TO BE INSTALLED BEHIND WALL, TJSD, YARD DRAIN PLANTER FLUSH WITH POOL DECK, TYP, I I I I I I I I I I I I I I I 1 r Ip p I Z I p I PARKER'YANNETTE design group, inc. LANDSCAPE ARCHITECTURE PLANNING a GRAPHICS 825 South U.S. Highway One Su to 330 Jupiter, Florida 33477 Telephcne:(561) 747-5069 Fax:(561)747-2041 Email: mail@pydg.com License #LC-0000297 DAZE: 1242020 DRAWN BY: CCY/I5M5/WAY JOB NO.: 20-0'13 SCALE: I'•10'-0' FILENAME: Beland II REVISIONS: 0b20 0.1220 2' SUN SHELF 'BARBADOS BLUEFINISH BY NPT POOL FINISHES 3' DEPTH 2' 24'44'x3ro' HT. PIER WITH 28148' CONCRETE CAP AND COASTAL REEF CORAL STONE VENEER BY ELDORADO STONE IN 'FEARL WHITE', TYP. POOL FEATURE WALL ELEVATION LOOKING SOUTH 30' HT. TILE FEATURE WALL WITH 120Wx311•14 CONCRETE CAP AND THREE (3) SOUPPERS, LED UPLIGHT TO BE LOCATED UNDER EACH SCUPPER TIP, 12'x24' DALTILE DIGNITARY 'GOVERNOR BLACK DRII' TILE IN HORIZONTAL STACK BOND PATTERN NOTE. TILE FRONT WALL FACE ONLY 2 TWO (2) GRAND EFFECTS 'HELIX BURNER' GAS TORCHES MOUNTED TO COLUMN CAP, POOL CONTRACTOR TO PROVIDE PROPANE LINE, MANUAL START W WATERLINE/INSET TILE DALTILE VIVIFY 'MIDNIGHT DREAM VF06' IN MOSAIC PATTERN �'SURPSIDE' FINISH BY NPT POOL FINISHES IS' HT. TILE FEATURE WALL 3' 9' IS' WIDE BENCH IS' NT. RAISED SPA SPILLOVER SILL WITH 12'W 2'H CONCRETE OAP AND MATERIAL TBD /� COASTAL REEF CORAL STONE VENEER BY / I ELDORADO STONE IN 'PEARL WWITE', TYP, 6' SPA WATERLINE AND SPILLOVER TILE DALTILE VIVIFY'MIDNIGHT DREAM VF06' IN MOSAIC PATTERN �'SURFSIDE' FINISH BY NPT POOL FINISHES 1' DEPTH+ III SPA ELEVATIONLOOKIlVG WEST COMINJd1R CONCRETE HEADER AROUND OUTRIDE EDGE 1" I PAYERS. TOP CF HEADER S BE BELW TOP 6 PAVERS AND EXIBJD UNDER PAVERS B" HMIMUH 215' THICK. PAVER DRIVEWAT, FSEE SHEET H-I FOR PAVER SFECIFICATICNR SCALE: I/2"=1'-0" 2' l' DEPTH IS' HT. TILE FEATURE WALL WITH 12'Wx3'y'14 CONCRETE CAP AND ONE (V 24' WIDE SPOUT, LED LIGHT FIXTURE TO BE INTEGRATED WITH SPOUT, TYP. 12'x24' DALTILE DIGNITARY 'GOVEF;NOR BLACK DRII' TILE IN HORIZONTAL STACK BOND PATTERN NOTE' TILE FRONT WALL FACE AND SIDE RETURNS ONLY SPILLOVER SILL MATERIAL TIED IS' WIDE BENCH `9 in S' WIDE BENCH " CONCRETE CAP, PAINT To MATCH RESIDENCE 4 BI I ---- TWO 5 REBAR EACH WAY A IN FORMED CAP ONE ISRE IN EACH 1111 '� CORNER FILL CELLS FACE-MOI NTED LIGHT FIMMS, TBD. B' CONCRETE BLOCK I I COASTAL REEF CORAL STONE VENEER BY ELDORADO STONE IN I I 'PEARL III B B II II II LAP BARS 30' nt II II _ __ _ FINISH GRADE �I' DIAMETER ELECTRCAL CONDUIT II I IL _ tr II II FOR LIGHT FIXNRE THREE IS REBAR _ - ♦ _J B L — — - CONCRETE FOOTING, 30M PSI 2B DAYS :KEEN ENCLOSt1RE BY OTHERS NE 5 REBAR CONTINUOUS 4" CONCRETE SLAB, SEE SHEET H-I FOR FINISH SPECFICATIONS r 64kb" WIA x WIA WJF GRADE—Y I" DEEP BEDDING COURSE COMPACT SOIL TO W% DBNSITY� SHARP NORMAL WEIGHT 12 COMPACT SUBGRADE SCREENING SAND TO 981c DENSITY 6" COMPACTED BHELLROCK BASE NOTES BAND JOINTS WITH POLTMERIc JOIN BAND AJD FINISH WITH AWATER-BARED REALER nuT1rFtAreV c>;rTTnXr SCALE: 1/2"=1'-0" IB' HT, RAISED SPA WITH 12'Wx3'M'H CONCRETE CAP AND COASTAL REEF CORAL STONE VENEER BY ELDORADO STONE IN 'PEAR- WWITE', TYP. SPA 6' WATERLINE TILE DALTILE VIVIFY MIDNIGHT DREAM YPO6' IN MOSAIC PATTERN STEPS SPA FINISH 'SURFSIDE' FINISH BY NPT POOL FINISHES ONE 5 REBAR M EACH COFdNER� 11110 5 R IN FO EACH WAY M FORTED CAP—� CONCRETE FOOTING, 3p00 PSI • 26 DAYS SCALE: l/2"=1'-0" rr 1F T� �¢ ONE 9 REAER M EACH CORER FILL CELLO� B' X B' 16' OMU TYP. HOLLOW CENTER CONCRETE FOOTING, 3p00 "1 • 26 DAYS SECTION A -A 9' 2 DO D O 00 9EOTION B-B FRONT PIER DETAILS COMPACTED &1BGP.ADE 4" CONCRETE SLAB, TO 9BS DENSITY 3m0® PBI Ai 2B DOTS 6'kb" WAxW1A W1F PARKER•YANNETTE design group, mc. LANDSCAPE ARCHITECTURE PLANNING GRAPHICS 825 South U.S. Highway One Su to 330 Jupiter, Florida 33477 Telephone:(561) 747-5069 Fax:(561)747-2041 Email: mail@pydg.com License #LC-0000297 U _ c O �y ,_`� a111 LU O U ul D p-- (s' DATE: 1242020 DRALLN BY: CCY/BMS/WAY JOB NO.: 20-013 SCALE: As Noted FILENAME: Boland II VISIONS: 0b20 0.1220 E POOL PATIO SECTION F EQUIPMENT PAD, WALK, AND LANDING SECTION SHEET: H-2 SCALE:I/2°=1'-0" H-2 SCALE:1/2"=I'-0"11 H m 2 F-4 I �Ir LL I I I I I I I I I I I I I I I I I I I 1 M I I F-0__L_. i I i I I I I I I I I t I I 3 1/2" STEF F S-1 I ; ; I I I I I I � I I I I I I I I F-2 F-4 I I Yu I I I L I I I I I I 13'-2 3/e" I I I I m I I 106 I I I I I I flo --- LLI L JI 105 j I I a 1 - I [3 1 106 L yr } m - v o N � n J F-2 2-10 71I8" 109 104 I 1 S-1 1 I 23'-8 1/2" I I Ell F I I I I � I I a I N I 1 I I v H F-1 • I - I 106 1 1 I LL 1 I LL I I I I I I I I 1 I I 1 I I I z 1 1 1/2" STEP 1 I � I LO S-1 I I I SLOPE SLAB I I 1 I I I 5'-6 1/4" r Ny LL I LL I I I 1 i I I I 13'-0" CRUT 1 1 I LL I ®I F-1 L0 ( WASHERIII ® I 13 L I I WC T I 630" 0 9 106 F I / I — I I 107J I I I I I I I I I I I I I 1 I 1 3 1/2" STEP I I I I I I I� I I I I I I I I I I I I I I 1 14'-11" I I 1 I — — A5.00 I N , 4" TO SEPTIC FOUNDATION SCHEDULE KEYNOTES FOR FOUNDATION PLAN F-1 18" WIDE X 164 DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS 100 8" CURB (TYP) CONTINUOUS. 101 A/C CONDENSATE & REFRIGERANT CHASE F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING W/ (3) #5 BARS 102 SEPARATE SHOWER CONTROLS W/ WAND - REFER TO OWNER CONTINUOUS. SPECIFICATIONS F-3 8" WIDE X e" DEEP THICKENED EDGE FOOTING W/ (1) #5 BAR 103 WALL HUNG SINK- REFER TO OWNER SPECIFICATIONS CONTINUOUS, 104 POT FILLER Fri 36" SQUARE FOOTING W/ (4)#5 BARS EACH WAY, 105 EXTERIOR HOT & COLD SHOWER S-1 4" (3000 PSI) POURED CONCRETE SLAB W/ FIBERMESH 106 RECESS SLAB 3112" FOR SHOWER FLOOR RECESS REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. 107 HOSE BIB S-2 6" 1 SLAB, -REFER TO S-FOR SPECIFICATIONS 108 SAWCUT, CLEAN CUT AND PROVIDE CAULKING(TYP) 109 PROPANE CONNECTION 110 PROPANE BAFFLE LOCATION 21/2" VTR III " JIL I 2 2"'IV FR 21VTR --r i ARCHITECT Architectonic Inc BOfi DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 4607751 F: 772 4604244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BELAND RESIDENCE 79fi4 Plantation Lakes Drive Port St. Lucie, FL CLIENT CONSULTANTS REGISTRATION I MICHAEL J SEAL, AIA AR96898 IREVISIONS NO. I DATE I REVISION 17a�J._1. SHEET TITLE /SHEET NUMBER FOUNDATION PLAN 1 FOUNDATION PLAN A1.00 1/4" = V-0" A1.00 PROJECT NUMBER R20033 DATE 11/05/2020 222 B 1°»LGd IO PORCH 12'-0" CLG. 11 t0' CLG. O H O L 1 A4.10 10�LG 'Y '---J=l----- r--------------T _ 4 --------`- ,-O INNS" �1 211 I I I I I I I I I CZ7 I I � MASTER BEDROOM COFFER CLG. " 10'-0 CLG w 200 0 I I L------- J ® 216 L-_ - -IND r-- ., 12 ..., �.�.. 2— --- — DEN CLG �I O10 � NI 009 — 211---- :uunmu�ou �dlll� m a•3� 19 CLG M = cL EG S ET230 8-e 1 2"[.AAI I I �___-I FFFFF 211 I r � 1 Z CLI L---J [zz C-1_J Oil 208 GREAT ROOM FOYER GRESS 12'-T CLG. I COFFER CLG. (DOOR z'-o" '-0 LG '-0 2'-0" _ _14 4,_6" I I 9 �- QLG N I n 4 10'CLG _— cO. I I -- - o 1 I 212 W 11�" CLG 24o C3 I— Q 0❑ zI I ,3'a cuGl o w r - I z1t OD \ 12'CLG 1 I I NING ROO / o L , of 1, 6" 1 "1 COFFER CLG.gol / — — — �. DINETTE " ° m zoa 1Z-0"CLG.---4------- ❑o I r Ir o\ €111 u Dzz FWkS 244 A H 203 1 " C 214 1 on NON L 205 `\ KITCHEN \ 12'-0" CLG. 225 10' CLG ,"1 \ 220 12, CLG, `✓`k'\ 10'-01/2" 247 71.,010 ."V entl got 111CLGI N 10'CLGi //�IL Wgl,l, I 1 17 CLG, b 233 I 018 a IIIIIIIIINNON I I I I m I 15'-4" 2'-4 1/2" 16'-3" m 238 I I I I OFFICE '-0'I 2'-0" BEDROOM 3 COFFER CLG. 10' TO I V TO 12' 10'-0" CLG ON NO: PIN No 2'-0" '-0'1 19 ----------J _ - OLoi NN--_-------4J ^ i� o 0 o II o of I to of .IN % 218 219, .• . �",O L3 20 2" - 1. BATH 2 10'-0" CLG R 2 LAUNDRY 10'-0" CLG E BEDROOM2 10'-0" CLG BE LESS 1 112" MAX. t FINISHES !STALLED I� KEYNOTES FOR FLOOR PLAN FLOOR PLAN NOTES 200 MIRROR, SUPPLIED AND INSTALLED BY CONTRACTOR - REFER TO 1, REFER TO SHEET A0.00 FOR DIMENSIONING NOTES, OWNER SPECIFICATIONS 2. DIMENSIONS WITH AN "ARE TO FINISHED FACE OF MATERIAL. 201 ROD & SHELF 3, REFER TO OWNER PROVIDED SPECIFICATIONS FOR THE FOLLOWING: 202 (5) SHELVES A. ALL INTERIOR FLOOR FINISHES, UNLESS NOTED OTHERWISE 203 MEDICINE CABINET, SUPPLIED AND INSTALLED BY CONTRACTOR - B. BATHROOM ACCESSORIES C. APPLIANCES REFER TO OWNER SPECIFICATIONS D. DOOR HARDWARE&HINGES 204 UPPER CABINETS 4, GARAGE FLOOR TO RECEIVE EPDXY PAINT PER OWNER 205 18" W IDE x 12" TALL NICHE SPECIFICATIONS 206 NOT USED 5, ALL DOOR TRIM, BASE, CROWN MOULDING TO BE PAINTED WOOD, 207 48" HIGH WALL W/ PRECAST CAP REFER TO OWNER SPECIFICATIONS. 208 18" DEEP SHELF ABOVE DOOR 6, ALL INTERIOR DOORS TO BE PRE -HUNG, SOLID CORE, WALNUT FACTORY FINISH 209 48" HIGH WALL W/ TEMP'D GLASS ABOVE 7, ALL INTERIOR CONCRETE BLOCK WALLS IN GARAGE TO HAVE A 210 BUILT-IN BENCH, TOP @ 18" HIGH - REFER TO OWNER'S RENDERING PLASTER/ STUCCO FINISH, READY TO RECEIVE FINISH PAINT, REFER DRAWINGS FOR DIMENSIONS & FINISHES TO OWNER'S SPECIFICATIONS, 211 LINE OF COFFER CEILING 212 LINE OF BULKHEAD 213 LINE OF CEILING HEIGHT CHANGE 214 SEPARATE SHOWER CONTROLS W/WAND -REFER TO OWNER LINTEL SCHEDULE SPECIFICATIONS MANUFACTURER: CAST-CRETE 215 WALL HUNG SINK, TOP TO BE @ 36" A.F.F., NO EXPOSED PIPER - REFER TO OWNER SPECIFICATIONS 216 PEDESTAL SINK- REFER TO OWNER SPECIFICATIONS 217 TEMPO GLASS SHOWER ENCLOSURE W/ 1/2" TEMP'D GLASS SWING DOOR (180 PIVOT) FRAMELESS GLASS - REFER TO OWNER RENDERINGS 218 POOL PUMP 219 IRRIGATION PUMP 220 POT FILLER- REFER TO OWNER SPECIFICATIONS 221 SCREEN ENCLOSURE- DESIGNED AND DETAILED BY LANDSCAPE ARCHITECT, ENGINEERING BY OTHERS 222 POOL & PATIO DECK - DESIGNED AND DETAILED BY LANDSCAPE ARCHITECT, ENGINEERING BY OTHERS 223 ELECTRIC PANELS RECESSED LINTEL SCHEDULE 224 ELECTRIC METER MANUFACTURER: CAST-CRETE 225 HOOD ABOVE RANGE 226 16" x 12" CONC. BLOCK COLUMN W/ (4) #5 BARS IN FILLED CELLS 227 CONIC, FILLED CELL W/ (1) #5 BAR (fYP) 228 BEAM ABOVE 229 22" x 52" PULLDOW N ATTIC ACCESS LINTEL NO, LENGTH LIED VITY D SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-14'-6" 4292 1503 8F24/1TAS L-264" IGRAVITYGRAVITY 3607 383 8F24/1T-1B L-3T-6" 2571 919 8F24/1T-1B L-410'-8" 2007 1784 8F32/1T-iB L-5 11'-4' 2423 1440 1272 651 8F24/1T-iB L-6 11,4" 4006 379 1749 394 8F32/1T-113 LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-6" 8080 1662 4224 1503 8F22/1TAB 230 22 x24 ATTIC ACCESS 231 HOME MONITORING/ SECURITY SYSTEM NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT, 232 FACE OF STONE VENEER TON IE INTO' FACE OF SIDELITE JAMBH APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. 233 CONTINUOUS DECO DRAIN BETWEEN POOL DECK AND HOUSEIPORCH - REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. REFER TO LANDSCAPE ARCHITECTS HARDSCAPE DRAWINGS FOR ADDITIONAL DETAILS & SPECIFICATIONS 234 FLOOR MOUNTED TUB SPECIFICATIONS - REFER TO OWNER SPECIFICATIONS 235 OVERHEAD SHOWER HEAD - REFER TO OWNER SPECIFICATIONS 236 2-TIER ROD & SHELF 237 EXTERIOR HOT & COLD SHOWER - REFER TO OWNER SPECIFICATIONS 238 HOSE BIB 239 HATCH INDICATES 8"x24" POURED CONCRETE TIE -BEAM W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM 240 HATCH INDICATES 8"x48" POURED CONCRETE TIE -BEAM W/ (8) #5 BARS & #3 TIES @ 24" O.C. 241 HATCH INDICATES 8'k16" POURED CONCRETE TIE -BEAM W/ (2) #5 BARS TOP & BOTTOM 242 NOT USED 243 SURFACE MOUNT BOLLARD - REFER TO DETAIL 244 FLOATING VANITY CABINET, 12" FLOOR CLEARANCE, REFER TO OWNER'S RENDERING DRAWINGS FOR HEIGHT 245 BUILT IN BENCH, TOP @18"HIGH - REFER TO OWNER'S RENDERING DRAWINGS FOR DIMENSIONS & FINISHES 246 VENT DRYER THROUGH WALL AT THIS LOCATION 247 PROPANE CONNECTION 248 PROPANE BAFFLE LOCATION 249 GENERATOR TRANSFER SWITCH 2'-0" 10' 0" Ap 2' 007 rm L6 oI IrlI I I / / 1/ NO` Ile I 11 L2 .1 / / / el O6 !45 j !14 O223 AS.00 / 3 0 0 00 ON IN rua' P 3 J y 238 w - coMe N ON - _ ua�T 4'-21/2" 12'-0" -- .. NIP NO rchitectonic Inc 6 DELAA EAVENUE IRT PIERCE, FLORIDA 34950 772 607751 772 604244 N W.ARCHITECTON ICINC.COM ATE REG # AA26003348 AND ESIDENCE 64 Plantation Lakes Drive i , WINNIEft MICHAEL J SEAL, AIA AR96H98 REVISIONS KEY PLAN � VV V�\ � VAS■ E PROJECT NUMBER DA E R20033 71/05/2020 _WPHOFl I I " o'f"P off if I ° ±MVP EQ w EO _c Ltooff I, EOfB No, LA, PVI/`.�.I I ID. N off SH RM, =- 332525 1JohL off EDI NF No, CLOSE 1 \I I - YY T 1 - NO ofI .. off --'` 1 p' E 1 3: 1 0 VV r I� \ I as wP,G 1 - 1 Ep W so I off / 1 - 1 'fm of of 321' wvroFl - WP,GFI "$s ` qp off I \ �\ UUI SS�S� �i' 328 �,__'No /V r;No I of L {- __'I-_ff `\ off __ off i 4r �� IIIoff z-0. 315 326 Not me I \ - I'r 337 of 'I' ` � I No,% 1 329 ' 313 —I - - n / I '% 1� , 1 ,- 319 11 I / Ar off ow On of /; '' — Oi oV>'D^ ',@'• 1�ki; .O'•�a14 > `� �I pl\ I� O DpyFn !Qi `\�q� w \ >r - .`\�\\ 1\ >j''� 01 323��1��_� NO off Now 4P® WIN6 I / \ \ I I/ II 1 � II —� II IN I _offof I, II I'. I �\ I / I% 4 1 ELECTRICAL PLAN A3.00 1/4" = T-0" C: ',PEAT ROOM ;/ ioff J altvii �±r F�I�t�n.� 11 off D i 7%_ / "_off �99` 322 / \_-'•= le,� o ole �W 1, off•-' �' ) S ,.-.r�312of� 324 Y- — NO If of or c:kNow r / ` ` \ GFI ' GFl lSF '. ..... ..__.. ..._ 0. —' R o- -— _ {fin°off No ,m follow o NO of, a elf off ,0N for {V,�I �./Y'of 1 I 323.E 1-, y y off NO No of off of L No IYNO I per 11 of off I rQ ` l'NO of OFFICE I`, or :�..of O �; I of or �Fof of 303 i " L' I_ � � BEDROOM � � B _ off .li_ 20' Net 2-0T off off a I L-- -- {P - h_ I_�-` (o; ELECTRICAL LEGEND ELECTRICAL PLAN NOTES SINGLE POLE SWITCH 1, ROUGH -IN LOCATIONS FOR ALL ELECTRICAL TO BE APPROVED BY OWNERS PRIOR TO PROCEEDING. $� THREE WAY SWITCH 2, ALL RECEPTACLES TO BE TAMPER PROOF (TP) AND HAVE ARC- QQ FAULT CIRCUIT INTERRUPTER PROTECTION (AFCI) tt DUPLEX RECEPTACLE, MOUNTED @18"A.F.F. KEYNOTES, FOR ELECTRICAL PLAN t�on DUPLEX RECEPTACLE, MOUNTED @ 18" A.F.F., HALF 300 ELECTRIC PANEL TT SWITCHED 301 ELECTRIC METER pp DUPLEX RECEPTACLE, COUNTER HEIGHT (OR HEIGHT 302 IRRIGATION PUMP if PER OWNER) 303 POOLPUMP tGFI DUPLEX RECEPTACLE W/GROUND FAULT 304 DISCONNECT FOR AHU 7f PROTECTION, MOUNTED @ 1O A.F.F. 305 DISCONNECT FOR WATER HEATER 306 DISCONNECTS FOR PUMPS I DUPLEX RECEPTACLE W/ GROUND FAULT 307 DISCONNECT FOR FUTURE LIFT PROTECTION, COUNTER HEIGHT (OR HEIGHT PER 308 JUNCTION BOX FOR FAN/ LIGHT COMBO (TYP) OWNER) 309 PROVIDE OUTLET ABOVE COOKTOP FOR RANGE HOOD R QUAD RECEPTACLE, MOUNTED @ 18" A.F.F. 310 DEDICATSTATIONED OUTLET/CIRUIT FOR GOLF CART CHARGING QUAD RECEPTACLE, COUNTER HEIGHT (OR HEIGHT 311 PROVIDE OUTLET FOR MICROWAVE IN CABINET- LOCATE W/ PER OWNER) OWNER PRIOR TO ROUGH -IN 312 OUTLET FOR HOME MONITORING/ SECURITY SYSTEM- 60" Fl QUAD RECEPTACLE W/ GROUND FAULT PROTECTION, HIGH (WIRELESS SECURITY SYSTEM, MOTION DETECTORS COUNTER HEIGHT (OR HEIGHT PER OWNER) AND WINDOWS/DOORS THROUGHOUT HOME, SYSTEM TO OPERATE VIA INTERNET AND PERSONAL PHONES) ® QUAD RECEPTACLE, FLOOR MOUNTED, 1/2 SWITCHED 313 OUTLET BELOW COUNTER ON WALL 314 OUTLET BELOW COUNTER FOR D.W. I DUPLEX RECEPTACLE W/ GROUND FAULT 315 OUTLET BELOW COUNTER FOR DISPOSAL ® PROTECTION, CEILING MOUNTED m 316 OUTLET DIRECTLY BELOW COUNTER (TYP AROUND ISLAND is 220V RANGE RECEPTACLE TOP) 0 317 FLOOR OUTLET- LOCATE W/ OWNER PRIOR TO ROUGH -IN 220V DRYER RECEPTACLE 318 SWITCH W/ TIMER TO ALL SOFFITS LIGHTS, EXCEPT LIGHTS WITH DEDICATED SWITCHES AS SHOWN LIZJ EQUIPMENT DISCONNECT 319 SWITCH TO DISPOSAL gEXHAUST FAN 320 TO DRIVEWAY POST LAMPS 7777 321 SWITCH TO DRIVEWAY POST LAMPS, TIED TO GARAGE O JUNCTION BOX FOR FAN -LIGHT COMBO SCONCES 322 SWITCH TO UNDER -CABINET LIGHTS & ABOVE COUNTER Fd PHONE/ DATA OUTLET LIGHTS, COORDINATE W/ OWNER FOR LOCATIONS T 323 SWITCH TO UNDERCABINET ROPE LIGHTING (NOT SHOWN) - CABLE TELEVISION OUTLET, WALL MOUNTED (COORD. LIGHTS NOT SHOWN, COORDINATE W/OWNER FOR HEIGHT W/ OWNER) LOCATION 324 SWITCH TO SECURITY LIGHTS W/ CAMERA (BOTH REAR ® CABLE TELEVISION OUTLET, CEILING MOUNTED PORCH LOCATIONS & GARAGE LOCATION) WALL MOUNTED LIGHT FIXTURE 326 PULL -CHAIN FIXTURE IN ATTIC IT 326 UNDER CABINET LIGHTS (TYP) 327 RECESSED FIXTURE IN SOFFIT (TYP) 41, CEILING MOUNTED LIGHT FIXTURE 328 SCONCE MOUNTED @ 8' A.F.F. 329 VERIFY LOCATION OF LIGHT W/ OWNER PRIOR TO ROUGH -IN 0 PENDANT LIGHT FIXTURE 330 FOR GARAGE DOOR OPENER ;O; RECESSED LIGHT FIXTURE 331 LED STRIP LIGHTS ABOVE SHELF 332 GARAGE DOOR BUTTONS TO OPENERS, LOCATION TO BE k===d STRIP LIGHT- ABOVE UPPER CABINETS ABOVE SWITCHES ON WALL 333 ROUGH IN POWER FOR IRRIGATION CONTROLS �-y STRIP LIGHT- BELOW UPPER CABINETS 334 LOCATION FOR LANDSCAPE LIGHTING CONTROLS 335 SWITCHES & OUTLET TO BE IN SAME J-BOX � SURFACE MOUNT STRIP LIGHT FIXTURE 336 SOFFIT/CEILING MOUNTED SECURITY LIGHTS W/ CAMERAS, O SMOKE DETECTOR TWO CAMERAS & TWO LIGHTS, ONE FACING THE SCREEN DOOR AND ONE FACING THE SIDE OF THE HOUSE, SWITCHED PER KEYNOTE #324 - REFER TO OWNER co SMOKE DETECTOR & CARBON MONOXIDE DETECTOR SPECIFICATIONS, COORDINATE W/ OWNER FOR ROUGH -IN LOCATIONS -O GARAGE DOOR OPENER BUTTON 337 ABOVE CABINET LIGHTS (TYP) cwME DOOR BELL CHIMES @ 10' - COORD. W/ OWNER 338 CEILING MOUNTED MOTION LIGHT AND CAMERA 339 GENERATOR TRANSFER SWITCH —0o DOOR BELL PUSH BUTTON wP WEATHERPROOF w VAPOR PROOF G DIMMER 320 F / Q EQ Eo 'CYT ' _ Z Ep so _. EQ EQ _ / T Y 05 '' " G 327 w I --�T oF1' off of. c18 "_ dor N. off 332 / AEQ N 4ME' off of 'GFI No, Nt off GFI ```\I. GFI 6 F3 330 cFl 330 I I I I I I I I N off or a II I I I --- GARAGE GFI I I I I No off 338 —. 333 300 307 _ `` 310off on _ GF GFl Q pp 334 �I' (n oof w'� —°i� °_' 5 I — , wP/ w, 1 r_ �I m I HI j I_ IN EQ Ep io: (0) ARCHITECT Architectonic Inc 806 DELAWAREAVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA2600334B COPYRIGHT 2020 PROJECT BELAND RESIDENCE 7964 Plantation Lakes Drlve Port St. Lucie, FL CLIENT EDDY & CONNIE BELAND CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA AR96898 REVISIONS KEY PLAN SHEET TITLE/SHEET NUMBER ELECTRICAL PLAN A100 PROJECT NUMBER R20033 DATE 11/05/2020 RAISED PORC t MIS rI TOP OF BEAN 1�0'-0" FINISHED FLC eqC0" 3 A4.00 CCT C11"1C CI C\/ATI/lNl 2 REAR ELE A4.00 1/4" = 1'4' 1 FRONT EI A4.00 1/4" = 1'-0" tOP OFB114,'-4" � V ELEVATION NOTES 1. CONTRACTOR TO PRICE AND INCLUDE FULL GUTTERS 8 DOWNSPOUTS, LOCATION OF DOWNSPOUTS TO BE REVIEWED AND APPROVED WITH OWNER PRIOR TO INSTALLATION, A. 7" GUTTERS W/ 4"x3" DOWNSPOUTS TO BE DRAINED UNDERTRGROUND WHERE REQUIRED KEYNOTES FOR ELEVATIONS 400 CONCRETE ROOF TILES 401 SMOOTH STUCCO FINISH 402 CULTURED STONE VENEER 403 EIFS FREIZE BANDD (TYP) 404 RAISED STUCCO LINTEL (TYP) 405 RAISED STUCCO BAND (TYP) 406 EIFS DENTILS (TYP) 409 PRECAST SILL 410 TOP OF LIGHT FIXTURE Q 6'-0" - REFER TO/ COORDINATE W/ OWNER'S SPECIFICATIONS FOR ROUGH IN (TYP ALL EXT, WALL MOUNT LIGHTS) 411 LINTEL RADIUS TO MATCH CUSTOM FRONT DOOR RADIUS - REFER TO OWNER PROVIDED SHOP DRAWINGS 412 ALL FASCIA TO BE WRAPPED IN ALUMINUM, COLOR TO MATCH POOL SCREEN ENCLOSURE EXTERIOR FINISHES CULTURED STONE VENEER: MANUF: BORAL STYLE: COASTAL REEF COLOR: PEARLWHITE FLASHING: BRONZE DRYSTACK CONCRETE ROOF TILES: MANUF.: EAGLE ROOFING STYLE: BEL AIR COLOR: CONCORD BLEND 4602 PAINT COLORS: PA (FIELD COLOR, FRIEZE BANDS, SOFFITS) BENJAMIN MOORE CCA20 STONE HOUSE P-2 (ACCENT COLOR: STUCCO BANDS, SILLS, LINTELS, GARAGE DOORS, EXTERIOR DOORS, FRIEZE BAND (a� STONE VENEER) BENJAMIN MOORE CCA 00 FLURRY P-3 (ACCENT COLOR: DENTILS, FASCIA, DOOR TRIM (GARAGE DOORS & EXTERIOR DOORS) BENJAMIN MOORE HC-70 VAN BUREN BROWN GUTTERS, DOWNSPOUTS, FASCIA WRAP 8 DRIP EDGE: BRONZE (TO MATCH POOL ENCLOSURE FRAMING COLOR) LOCATION OF ALL DOWNSPOUTS TO BE VERIFIED W/ OWNER PRIOR TO INSTALLATION ARCHITECT Architectonic Inc 606 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHRECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BELAND RESIDENCE 7964 Plantation Lakes Drive Port St. Lucie, FL CLIENT [�Pb9R5P_1Jt� REGISTRATION REVISIONS MICHAEL J SEAL, AIA REVISION SHEET TITLE /SHEET NUMBER EXTERIOR ELEVATIONS I A4.00 PROJECTNUMBER R20033 I9:l11: 11/05/2020 117�771`fxfyl Archit¢ct®nic Inc ��G�ARAGE TOP OF v 11'-4" 1 RIGHT SIDE ELEVATION A4.10 1/4" = 1'-0" tl I L i Tom_- T I 1 _I 7 l� 7 . � WAN -1_ I!If__I_i I ILI.�-I�. Lr_1 1rl.1 I l -I'1 - I l--1//_ I.I .1 ... I'II1z ELEVATION NOTES 1. REFER TO SHEET A4.00 FOR ADDITIONAL INFORMATION 400 CONCRETE ROOF TILES 401 SMOOTH STUCCO FINISH 402 CULTURED STONE VENEER 403 EIFS FREIZE BANDD (TYP) 404 RAISED STUCCO LINTEL (TYP) 405 RAISED STUCCO BAND (TYP) 406 SCREENED OPENING, MATCH POOL ENCLOSURE SCREEN 407 FINISHED CAP ON TOP OF WALL WI INTEGRATED DRIP, PAINTED P-2 408 EIFS DENTILS (TYP) 410 TOP OF LIGHT FIXTURE @ B14" - REFER TO/ COORDINATE W/ OWNER'S SPECIFICATIONS FOR ROUGH IN (TYP ALL EXT. WALL MOUNT LIGHTS) 412 ALL FASCIA TO BE WRAPPED IN ALUMINUM, COLOR TO MATCH POOL SCREEN ENCLOSURE TOP OF BEAM n 10'-0" 1 BO6 DELAWAREAVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM F9fi\ice 1;CClZ1_47:LUkkr 0 COPYRIGHT 2020 PROJECT 7964 Plantation Lakes Drive Port St. Lucie, FL CLIENT EDDY 8L CONNIE BELAND CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA 1:1�9F9LdPF`: i377■i1J SHEET TITLE/SHEET NUMBER EXTERIOR ELEVATIONS IPROJECTNUMBER R20033 DgTE 11 /05/2020 ARCHITECT Architectonic Inc 2 Sim A5.00 OF BEAM n 11' 4^ ll FINISHED FLOOR D" 5 SECTION THROUGH GARAGE A5.00 1/4" = 1'-0" IAM INSULATION Y BEAM 13'-4" iE5 OF BEAM (1) #5 BAR IN BE & LINTEL :DULE ZE BAND STONE VENEER R1CCO BAND \RCH BEYOND 1 TYPICAL WALL FORADDITIONAL ON F 3 SECTION aC�. ENTRY A5.00 3/4" = 1'-0" PRE-ENGINEERED TRUSSES DESIGNED BY OTHERS P.bUREDTIE-BEAM; BULKHEAD BEYOND -- TYP. PORCH CEILING: STUCCO ON RIBLATH OV HOUSEWRAP0 ` 3 T i6 A6.00 RCH GREAT ROOM III -III l i I I.I-III-III-III-III-III III .� II I IIIII I II 1111111 F 4 11 1111111111111 1 I I I111 111I 1111 k-II 4 BUILDING CROSS SECTION A5.00 1/4" = 1'-0" SIMPSON HETA 20 PER SCHEDULE FRONT WALL RAISED _ BEAM A"t -1r (2) COURSES OF CONC. BLK, BOND BEAM W/ (1) #5 BAR �NEACH 2 WALL SECTION � DEN A5.00 3/4" = 1'-0" TAPCONS @ 24" O.C. PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION RAISED STUCCO BAND ABOVE WINDOWS TOOLED DRIP SMOOTH STUCCO WINDOW JAMBS REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION iT WINDOW SILL STUCCO BAND _ FINISHED FLOOR 0 806 DELAWAREAVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 4604244 W W W.ARCHITECTONICINC.COM S7ATE REG # AA26003348 _ It _ _ _ _ A5.00 I COPYRIGHT 2020 I I PROJECT I I I I TOP OF ENTRY BEAM 13,=„ 1 At III -III -II 1 TYPICAL WALL SECTION A5.00 3/4" =1'-0" TOP OF BEAM 10'-0^ CONCRETE TILE ROOFING ON SELF -ADHERED UNDERLAYMENT OVER 5/8" CDX PLYWOOD SHEATHING ATTACHED PER NAILING ZONE INFO. PRE-ENGINEERED WOOD TRUSSES @ 24" MAX It REFER TO MANUF. SHOP DRAWINGS SPRAY FOAM INSULATION (R-22 MIN) SIMPSON TRUSS STRAP PER CONNECTORSCHEDULE METAL EAVE RISER STRIP/ CLOSURE W/ WEEP HOLES FOR DRAINAGE TOP OF BEAM METAL DRIP EDGE (COLOR TO MATCH FASCIA) 2"x8" FASCIA WRAPPED IN ALUM. (COLOR TO POOL SCREEN ENCLOSURE AND GUTTERS) STUCCO SOFFIT ON RIBBED METAL LATH (2) COURSES OF CONC. ELK. BOND BEAM W/ (1) #5 BAR EACH E.I.FIS. FRIEZE BAND PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS- REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION SMOOTH STUCCO FINISH 500INSULATION 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 24" O.C. BELAND RESIDENCE 7964 Plantation Lakes Dnve Port St. Lucie, FL CLIENT �.l CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA AR96898 REVISIONS KEY PLAN RAISED STUCCO BAND 8" CMU WALL W/#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 SHEET TITLE I SHEET NUMBER FINISHED FLOOR }{� on SECTIONS REFER TO FOUNDATION PLAN FOR SIZES AND —III— REINFORCING --6MIL VAPOR BARRIER A & 0 0 PROJECT NUMBER R20033 DATE 1110512020 STUCCO BAND TO ALIGN WI CONTINUOUS BAND - REFER TO ELEVATIONS 1/4" STUCCO FINISH 18 SILL (ED STUCCO WALL 1 1/4" STUCCO BAND (TYP) OF STUCCO FINISH 14 STUCCO BAND DETAIL (TYP) A6.00 1 1/2" = 1'-0" XTENSION 17 SILL i STONE VENEER WALL A6.00 1 1/2" = 1'-0" DRIP EDGE DENTIL FFASCIA O F u 0 Ole O 16" 5" Ld - � FRONT SIDE it PROFILE PROFILE 1 FRIEZE BOARD 13 DENTIL DETAIL A6.00 1 1/2" = 1'-0" SIMPSON HETA 20 PER SCHEDULE I 1 4 we PIP IF 8" PRECAST LINTEL W/ (1) #5 BAR & 8" BOND BEAM I W/ (1) #5 BAR -1 FILL VOID W/ CONCRETE Il' Pw STUCCO ON RIB LATH OR 518" EXTERIOR SOFFIT BOARD W/ 1 1/2" DRYWALL SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD OVER HOUSEWRAP 16"xl2" CONCRETE II - BLOCK COLUMN W/ (4) #5 BARS IN FILLED CELLS ADHEREDSTONE NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION WEEP SCREED - MATCH COLOR TO FASCIAAND I.. GUTTERS REFER TO IIII FOUNDATION PLAN FOR SIZES AND .'I •„ - REINFORCING -wwwwwwww, 1. - II 1 =1I1=1I1=III-T-III II1=I -1 I_ 1=1 I IJI IJ I- • :�:-1 I: IF L 15 LINTEL DETAIL (TYP) A6.00 1 1/2" = 1'-0" FINISHED FLOG ELEVATION �. BOTTOM OF FRIEZE BAND - RAISED LINTEL TO FILL SPACE BETWEEN TOP OF WINDOW AND BOTTOM OF FRIEZE BAND 1 1/4" RAISED - _ STUCCO LINTEL 4 STUCCO FINISH ON WALL a 4 III we ,.. Y .t ,a.i:: ter, x 1'_6" 1- 6" AFRAME WALL nQ CMU WALL 12 TYPICAL CURB DETAIL 11 TYPICAL FTG. DETAIL 0. STEP A6.00 3/4" = 1'-0" A6.00 3/4" =1'-0" 'PPPw,,------BEAM—�� me P.T. 2"X W/ 3/16"X3" 2" GALVANIZED PIPE W/ 1/4" TAPCONS @ 12" O.O. THICK WALL CONC 2"X4" BLOCKING W/ (2) BLOCK 10d NAILS EA. EN -4" COLLAR W/ (4) 1/4"X3" TAPCONS 5/8" CDX PLYWOOD W/ 8d NAILS @ 6" O.C. ALONG CONT. 2"X 10 PIPE BOLLARD DETAIL A6.00 314" = l'-0" (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) TYP. OF ALL 4 SIDES • MASONRY WINDOW FLASHING DETAIL SHALL COMPLY WITH FBC SECTION R703.4 7 FLASHING WINDOW A6.00 1 1/2" = 2"X4" TOP 1/2" GYP. BOARI & 2"X4" ST ATTACHINT, WALL TO EX MASONRYN CASEHARDN 12" O.0 P.T. 2"X4" B PLATE CAS NAILS @' 4 COLUMN DETAIL 3 TYP. INT, WALL A6.00 3/4" = Vww)" A6.00 39' = i'-0" 9 ARCH FRAMING DETAIL A6.00 3/4" = l'-0" TRUSSES @ 24" O.C. SIMPSON MTS1 6 @ GIRDER EACH END OF TRUSS OVERFRAMED TRUS: W/ (14)10d NAILS @ EACH STRAP CONNECTOR BY TRUSS COMPANY 6 OVERFRAMED TRUSS DETAIL A6.00 3/4" =1'-0" SIMPSON MT516 W/(14) d / NAILS PER CONNECTOECTOR 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. STAGGERED BOTH SIDES @ DOOR OPENINGS 1/2" GYP, BOARD CLGS & 0 WALLS 2"X4" STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS PROVIDE 3/8"x4" LAGBOLTS o @ 24" O.C. VERTICAL TO EXTERIOR WALL STUDS P.T. 2"X4" BOTTOM PLATE W/ 1/2"DIA, X 8" A.B. @ 24" O.C. OR 5/8"DIAX 6" RED HEADS @ 24" O.C. MONOLITHIC FOOTING W/o (3) #5 BARS CONT.—� _.:w s+ 2 INTO BEARING WALL A6.00 3/4" = 1'-0" ES ARCHITECT wwwwwwww P-3 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 a = WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT P-3 ROOF SHEATHING NAILING ZONE INFORMATION ZONE 1: REMAINING AREA W/ Bd 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: VXV @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 5/8"CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS TORSION BLOCK W/ 112" X 5 1/2" REDHEAD P.T. 2"X6" BUCK W/ 3/16" X21/2" TAPCONS @ 12" O.C. STAGGERED 0 P.T. 2"X6" BUCK W/ 1/2" X 5 1/2" REDHEADS & 2" X 1/8" WASHERS 0 IN 11 8 GARAGE DOOR BUCK DETAIL A5.00 3/8"=1'-0" 2 COURSE BOND BEAM W/ (1) #5 CONT. _ IN EACH GONG, FILLED COURSE led #5 CORNER BARS �. PI :---- -ilia `#5 VERTICAL BARS NOTE: ALL #5 BARS TO LAP 28" MIN. 5 BOND BEAM STEP DETAIL A6.00 3/4" = 1'-0" MAXIMUM HEADER SPAN 3'-0" 1 6'-0" 91-0" WALLHEIGHT STUD SPACING 1 1 1 2 1 2 1 2 1 2 1 # OF HEADER STUDS SUPPORTING END OF HEADE 19-0" OR LESS 1 16" O.C. 1 2 1 2 3 1 3 1 3 3 # OF FULL HEIGHT STUDS @ EA. END OF HEADER 1V-0" OR MORE 16" O.C. 2 2 3 3 4 4 � —ROOF TRUSSES P LE TOP PLATE LE STUDS (NOT 0 RED FOR 8'-" HIGH WALL) ER (DOUBLE 2"X12" W/ 1/2" OOD SPACER, GLUED AND D W/ 16d NAILS @ 8" O.C. GERED BOTH SIDES) EACH STUD AS REQUIRED MPSON LSTA 18 OR MTS 18 10d NAILS 61[1*1111`: HEIGHT STUDS SIMPSON 18" FLAT STRAP EPLACE MTS 16 OR L AT HEADER ONLY P EACH STUD AS RED W/ SIMPSON SP4 6 W/ (6) 10d NAILS P.T. BOTTOM PLATE 1 POINT BEARING HEADER CONNECTION DETAIL A6.00 NOT TO SCALE DOUR CRIPP REQUI HEAD PLYW NAILE STAG STRA BELAND RESIDENCE 7964 Plantation Lakes Drive Port St. Lucie, FL CLIENT CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA AR96898 REVISIONS IC4319il SHEETTITLEI SHEET NUMBER DETAILS A6.00 PROJECTNUMBER R20033 DATE 11/05/2020 DOOR SCHEDULE PLUMBING FIXTURE SCHEDULE LIGHT FIXTURE SCHEDULE ARCHITECT MARK PAIR WIDTH HEIGHT I CONF, MAIL STYLE GLASS COMMENTS 001 Y 3'-0" 10'-0" SWINGING WD, GL FRENCH IMPACT CUSTOM DOOR W/ THRESHOLD & 22" SIDELITES 002 8'-0" 8'-0" SLIDING GL IMPACT, TEMP'D ALUM. FRAME, BRONZE INT. & EXT. 003 10'-0" SLIDING GL IMPACT, TEMP'D ALUM, FRAME, BRONZE INT. & EXT. 004 8'-0" SWINGING FBGLS FRENCH IMPACT W/THRESHOLD, FROSTED GLASS 005 8'-0" FBGLS W/THRESHOLD 006 8'-101/2"D STEEL SECTIONAL IMPACT W/GARAGE DOOR OPENER 007 SAO 112"D STEEL SECTIONAL IMPACT W/ GARAGE DOOR OPENER 008 8'-101/2°D STEEL SECTIONAL IMPACT W/GARAGE DOOR OPENER 009 Y8'-0"T U"81=011 UNGINGIG WD SC 010 8'-0" G WD SC 011 8'-0" G WD SC8'-0"G WD SC 013 8'-0" WD SC 014 8'-0" SWINGING WD SC 015 2'-8" 8'-0" POCKET WD SC 016 2'-8" 8'-0" SWINGING MD SC 017 Y T-0" 8'-0" SWINGING WD, GL FRENCH TEMP'D 018 Y Z-0" Simon SWINGING WD SC 019 Y Z-0" 8'-On SWINGING WD SC 020 2_111 8'-0" SWINGING WD SC 021 Y Z-0" B'-0" SWINGING WD SC 222 Y 2'-0" 8'-0" SWINGING WD SC 023 2'-8" 8'-0' O SC 024 Y 2'-0" 8'-0° D SC 025 2'-8" e'-0° D SC 026 2'-8" 81-0° WSWINGINGWO WO SC 027 Y 214" 8'-0" WO SC 028 3'-0" 8'-0" WD SC 029 3'-0" 8'-0" GLS I SC 1 120 MIN, RATED W/ THRESHOLD & CLOSER NOTE: ALL INTERIOR SOLID CORE DOORS ARE WALNUT VENEER FLAT SLAB DOOR WITH VERTICAL GRAIN. WINDOW SCHEDULE MARK NOMINAL WIDTH NOMINAL HEIGHT GLASS CONFIGURATION REMARKS A 3'-0" 61-0" IMPACT CASEMENT B 31-0" 6'-0" IMPACT CASEMENT C 4'-0" 6'0 IMPACT CASEMENT REFER TO EXT. ELEV. FOR WINDOWS WITH MUNTINS, REFER TO FLOOR PLAN FOR OPERABLE CONFIGURATION D V.0" 6'-0" IMPACT CASEMENT REFER TO EXT. ELEV. FOR WINDOWS WITH MUNTINS, REFER TO FLOOR PLAN FOR OPERABLE CONFIGURATION E 4'-0" 2'-0" IMPACT FIXED F 1'-11 1/2" 6'-0" IMPACT FIXED ROUGH OPENING WIDTH IS 24" G 3'-0° 6'-0" IMPACT FIXED H 4'-0' 6'-0" IMPACT I FIXED IROUGH OPENING WIDTH IS 48" I 6'-0" 6'-0" I IMPACT I FIXED I REFER TO EXT. ELEV, FOR WINDOWS WITH MUNTINS ALL WINDOWS TO BE ALUMINUM FRAMES, COLOR: BRONZE (INT. & EXT.) SINKS SHOWER FAUCETS/ HEADS/ VALVE BODIES LAUNDRYROOM BATH 2. OUTDOOR, MSTR, BATH MANUF.: RUVATI MANUR: AMERICAN STANDARD STYLE: SINGLE BOWL UNDERMOUNT SINK STYLE: TOWNSEND SHOWER ONLY TRIM KIT MODEL#: RVU6100 WITH PRESSURE BALANCE CARTRIDGE FINISH: STAINLESS MODEL #: TU353501 FINISH: BRUSHED NICKEL BATH 2. 3 MANUF.: AMERICAN STANDARD STYLE: TOWNSEND UNDER COUNTER SINK MODEL #: 0330.000 FINISH: WHITE MSTR. BATH MANUF.: AMERICAN STANDARD STYLE: TOWNSEND ABOVE COUNTER SINK MODEL #: 329.001 FINISH: WHITE WASH ROOM MANUF.: AMERICAN STANDARD STYLE: TOWNSEND PEDESTAL SINK MODEL #: 0328.100 FINISH: WHITE BATH 4 MANUF.: AMERICAN STANDARD STYLE: RAVENNA SEMI -PEDESTAL SINK MODEL #: 268.144 FINISH: WHITE KITCHEN MANUF.: AMERICAN STANDARD STYLE: PORTSMOUTH 31X20 OFFSET DOUBLE BOWL KITCHEN SINK MODEL #: 18CR.9322100S.075 FINISH: STAINLESS SINK FAUCETS LAUNDRYROOM MANUF.: AMERICAN STANDARD STYLE: COLONY CHOICE SINGLE CONTROL FAUCET WITH SPRAY MODEL #: 4175.701 FINISH: STAINLESS BATH 2, BATH 3. BATH 4. WASH RM, MSTR. BATH MANUF.: AMERICAN STANDARD STYLE: TOWNSEND SINGLE CONTROL FAUCET MODEL #: 7353,101 FINISH: BRUSHED NICKEL viF7� MASTER BATH MANUF.: AMERICAN STANDARD STYLE: COASTAL SERIN FREESTANDING TUB CM SATIN NICKEL OVERFLOW & DRAIN KIT MODEL #: 2766.034 FINISH: WHITE BATH 3 MANUF.: AMERICAN STANDARD STYLE: STUDIO BATHING POOL WITH BUILT-IN APRON MODEL #: 2973202 FINISH: WHITE 111I7y_1frp1=I MASTER BATH MANUF.: AMERICAN STANDARD STYLE: CONTEMPORARY SQUARE FREE STANDING TUB FILLER MODEL#: T184951 FINISH: BRUSHED NICKEL BATH 3 MANDE: AMERICAN STANDARD STYLE: TOWNSEND BATH/SHOWER TRIM KIT WITH PRESSURE BALANCE CARTRIDGE MODEL TU353502 FINISH: BRUSHED NICKEL BATH 2, BATH3, MSTR. BATH MANUF.: AMERICAN STANDARD STYLE! TOWNSEND WATER SAVING HAND SHOWER KIT MODEL #: 1662609 FINISH: BRUSHED NICKEL BATH 2. BATH 3, BATH 4. MSTR, BATH MANUF.: AMERICAN STANDARD STYLE: TOWNSEND VALVE ONLY TRIM KIT WITH PRESSURE BALANCE CARTRIDGE MODEL #,' TU353500 FINISH: BRUSHED NICKEL BATH 4 MANUR: AMERICAN STANDARD STYLE: SPECTRA VERSA 4 FUNCTION HAND SHOWER KIT MODEL #: 9035804 FINISH: BRUSHED NICKEL MASTER BATH MANUF.: AMERICAN STANDARD STYLE: SHOWER SYSTEMS SQUARE RAIN SHOWERHEAD CM 12" CEILING ARM MODEL#: 1660.688 FINISH: SATIN NICKEL TOILETS BATH 2, BATH 3. BATH 4, WASH RM, MSTR. BATH MANUF.: AMERICAN STANDARD STYLE: TOWNSEND VORMAX RIGHT HEIGHT ONE PIECE TOILET CAN SEAT MODEL #: 2922A.1 D4 FINISH: WHITE KITCHEN FAUCETS POT FILLER MANUF.: AMERICAN STANDARD STYLE: STUDIO S WALL -MOUNT SWING ARM POT FILLER, COLD WATER ONLY MODEL #: 4803900 FINISH: STAINLESS SINK MANUF.: AMERICAN STANDARD STYLE: AVERY PULL -DOWN KITCHEN FAUCET WITH SELETRONIC HANDS FREE MODEL #: 4901.380 FINISH: STAINLESS DISPOSAL MANUF.: INSINKERATOR STYLE: EVOLUTION SUPREME SS 1 HP CONTINUOUS FEED GARBAGE DISPOSAL MODEL #: SUPREME SS W/C FINISH: STAINLESS CONTRACTOR PROVIDED MISC. EQUIPMENT (ALL EQUIPMENT TO BE APPROVED BY OWNER PRIOR TO PURCHASE AND INSTALLATION) UNDER -COUNTER DRINKING WATER FILTER W/ FAUCET & SHUT OFF IN KITCHEN WHOLE HOUSE WATER FILTER SYSTEM WHOLE HOUSE WATER SOFTNER SYSTEM 18"X24" LAUNDRY TUB W/ FAUCET IN GARAGE HOT WATER TANK W/ CONTINUOUS FLOW THROUGHOUT HOUSE (RE -CIRCULATING) ALL SHOWER FLOOR DRAINS TO BE BRUSHED NICKEL KITCHEN REFRIGERATORS TO HAVE COLD WATER LINES W/ VALVE SHUT -OFFS DISHWASHER HOT WATER SUPPLY W/ BALL VALVE SHUT-OFF PLUMBING SPEC. NOTES 1. CONTRACTOR TO CONFIRM ALL SPECIFIED FIXTURES ARE COMPATIBLE AND TO APPLICABLE BUILDING CODES PRIOR TO ORDERING AND INSTALLING, 2, OWNER WILL PROVIDE COMPLETE SPEC CUT SHEETS FOR FIXTURES. 3, ANY CHANGES TO PLUMBING EQUIPMENT SHALL BE APPROVED BY OWNERS IN WRITING, 4. ALL PLUMBING FIXTURES (FAUCETS, TOILETS,HOSE BIBS) TO BE ON BALL VALVES, CEILING FANS (GARAGE) WALL SCONCE (MSTR. BATH VANITIES) MANUF.: MINKALAVERY MANUF.: RESTORATION HARD, STYLE: JAVA 54" STYLE: CADE DOUBLE SCONCE MODEL F753-BNW MODEL#: 10013071 FINISH: BRUSHED NICKEL FINISH: BRONZE ;N S I R 1: 141f_1, 141I7.Ta:1 MANUF.: MINKALAVERY STYLE: GROTON FAN MODEL#: F681-ORB FINISH: OIL RUBBED BRONZE CEILING FAN (MASTER BEDROOM) MANUF.: KICHLER STYLE: IMARI LED 65" MODEL #: 300365PM FINISH: POLISHED NICKEL CEILING FAN (GREAT ROOMI MANUF.: MINKA LAVERY STYLE: NINETY-NINE 99" MODEL#: F8991.-ORB FINISH: OIL RUBBED BRONZE MANUF.: MINKALAVERY STYLE: SPECTRE 60" MODEL #: F726-01RB/SN FINISH: BRONZE/ NICKEL CEILING FANS (BEDROOMS & DEN MANUF.: KICHLER STYLE: LUCIAN 5211 MODEL #: , 330000NI FINISH: BRUSHED NICKEL IL XY3 X-$T_�iR11:IT1'A:I_Yi;LLZ]uF'll MANUF.: LITHONIA STYLE: 6" 3000K WET RECESSED LED KIT MODEL #: WF6 LL LED 30k MW M6 FINISH: WHITE RECESSED LIGHT FIXTURE (BDRMS.. HALLS. OFF., GR.RM., KTCHN.1 MANUF.: LITHONIA STYLE: 4" ULTRA THIN WAFER RECESSED KIT MODEL#: WF4 LED 30k MW M6 FINISH: WHITE RECESSED LIGHT FIXTURE (SHOWERS) MANUR: GLOBE STYLE: 5" RECESSED SHOWER LIGHT FIXTURE MODEL #: 90036 FINISH: WHITE RECESSED LIGHT FIXTURE (PORCH & SOFFITS) MANUF.: GLOBE STYLE: 4" RECESSED OUTDOOR FLOOD LIGHT MODEL#: 90958 FINISH: WHITE RECESSED LIGHT FIXTURE IPORCH & SOFFITS) MANUF.: GLOBE STYLE* 4" RECESSED OUTDOOR FLOOD LIGHT MODEL #: 90958 FINISH: WHITE CLG. SURFACE MOUNT STRIP FIXTURE (LAUNDRY & GARAGE) MANUF.: COMMERCIAL ELECTRIC STYLE: WRAPAROUND MODEL #: 54677641 FINISH: WHITE CLG, SURFACE MOUNT STRIP FIXTURE (GREAT ROOM SHELF) MANUF.: MEFALUX STYLE: 8' LINEAR LED WAREHOUSE STRIP LIGHT MODEL #: 8SL8040 FINISH: WHITE CLG. SURFACE MOUNT FIXTURE (MASTER CLOSETS) MANUF.: MINKA LAVERY STYLE: SHADOWGLEN-3 LIGHT FLUSH MODEL#: 328B-589 FINISH: BRONZE WALL SCONCE (GREAT ROOMI MANUF.: FEISS STYLE: MARLENA 1-LIGHT MODEL#: WB1846ANBZ FINISH: BRONZE MANUF.: MINKA LAVERY STYLE: TYSON'S GATE 6 BULB 32" FIXTURE MODEL #: 4566-098 FINISH: BRUSHED NICKEL Pi`Lli�i.T.7. .. „ _..Ia MANUF.: MINKALAVERY STYLE: TYSON'S GATE 3 BULB 16" FIXTURE MODEL #: 4563-098 FINISH: BRUSHED NICKEL WALL SCONCE (BATH 4 VANITY) MANUF.: MINKA LAVERY STYLE: TYSON'S GATE 5 BULB 24" FIXTURE MODEL #: 4565-098 FINISH: BRUSHED NICKEL PENDANT (KITCHEN ISLANDI MANUF.: MINKA LAVERY STYLE: TYSON'S GATE 4 BULB PENDANT MODEL #: 4562-098 FINISH: BRUSHED NICKEL PENDANT (DINETTE) MANUF.: MINKALAVERY STYLE: TYSON'S GATE 12 BULB PENDANT MODEL#: 3569-098 FINISH: BRUSHED NICKEL MANUF.: MINKALAVERY STYLE: TYSON'S GATE 12 BULB PENDANT MODEL #: 3569-098 FINISH: BRUSHED NICKEL PENDANT (DINNING HALL) MANUF.: KICHLER STYLE: LARKIN 3 LIGHT PENDANT MODEL #: 42566OZ FINISH: OLDE BRONZE PENDANT (DINNING HALL) MANUF.: KICHLER STYLE: KEIRAN 9 LIGHT CHANDELIER MODEL#: 43506OZ FINISH: OLDE BRONZE PENDANT(FOYER) MANUF.: KICHLER STYLE: LARKIN 8 LIGHT PENDANT MODEL#: 42591OZ FINISH: OLDE BRONZE PENDANT (MASTER BATHI MANUF.: MINKALAVERY STYLE: TYSON'S GATE 4 BULB PENDANT MODEL #: 4561-098 FINISH: BRUSHED NICKEL MANLI MINKA LAVERY POST: THE GREAT OUTDOORS POST 7902-067, RUSTIC BRONZE LIGHT: SAN MARCOS POST LANTERN 72496-681 BLACK/ COPPER EXTERIOR - WALL SCONCE (ENTRY) MANUF.: MINKALAVERY STYLE: SAN MARCOS WALL MOUNT MODEL #: 72493-68 FINISH: BLACK/COPPER EXTERIOR - WALL SCONCE (GARAGE) MANUF.: MINKA LAVERY STYLE: SAN MARCOS WALL MOUNT MODEL #: 72492-68 FINISH: BLACK/COPPER EXTERIOR - WALL SCONCE (PORCH) MANUF.: MINKALAVERY STYLE: KAMSTRA OUTDOOR WALL MOUNT MODEL #: 72452-143C FINISH: OIL RUBBED BRONZE EXTERIOR- PENTANT(ENTRYI MANUF.: MINKALAVERY STYLE: SAN MARCOS LANTERN MODEL 72494-68 FINISH: BLACKICOPPER ELECTRICAL SPEC, NOTES 1, CONTRACTOR TO CONFIRM ALL SPECIFIED FIXTURES ARE COMPATIBLE AND TO APPLICABLE BUILDING CODES PRIOR TO ORDERING AND INSTALLING, 2. OWNER WILL PROVIDE COMPLETE SPEC CUT SHEETS FOR FIXTURES, 3. ALL ELECTRICAL FACE PLATES AND SWITCHES TO BE WHTE. 4, OWNER WILL SUPPLY ALL LIGHT FIXTURES AND FANS (INCLUDING GARAGE FANS), CONTRACTOR SHALL INCLUDE FOR THE SUPPLY OF RECESSED LIGHTING/POT LIGHTING INTERIOR & EXTERIOR AND GARAGE STRIP FIXTURES, ALSO ELECTRICAL TIMERS, 5. ALL LIGHTS TO BE ON DIMMER SWITCHES 6, ALL ELECTRICAL PIPING AND WIRING TO BE CONCEALED, GARAGE INCLUDED. Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W`PPffj UU1N.I t 174011 to] N 10] 1 1exHf7 m I STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BELAND RESIDENCE 7964 Plantation Lakes Drive Part St. Lucie, FL CLIENT EDDY & CONNIE BELAND CONSULTANTS REGISTRATION REVISIONS MICHAEL J SEAL, AIA .7a9F'IF]J SHEET TITLE / SHEET NUMBER SCHEDULES & OWNER SPECS. PROJECTNUMBER R20033 DATE 11/05/2020 ARCHITECT CONNECTOR SCHEDULE TRUSS NO. BEARING POINT(S) TRUSS ACTUAL UPLIFT ( GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTORS) UPLIFT DESIGN FASTENERS A, A1, A21 ATIA F-F-7, G5-G7, GRA, GRE, GRK GRM, GRO, GRP, K, P-P2 EACH 1503# (1) HETA 20 1810# (9) 10d x 1 1/2" A3, D-D4 1ST 1215# (1) HETA 20 1810# (9)10d x 1 11T 2ND HANGER BY TRUSS COMPANY A4 HANGER BY TRUSS COMPANY D5-D9, G1- 1ST & 2ND 1162# (1) HETA 20 1810# (9)1Old x 1 112" G4 3RD HANGER BY TRUSS COMPANY G 1ST 799# (1) HETA 20 1810# (9)10d x 1 1/2" 2ND 1928# (1) HHETA 21209 (10) 10d x 1 1/2" 3RD HANGER BY TRUSS COMPANY GRB, GRN (2-PLY) EACH 2299# (2) HETA 24 2365# (12) 16d x 31/2" GRC (2-PLY) EACH 6751# (1) HGT2 10690# (16)16d x 3l/2' (2) W 0 A B. GRD, GRF (2-PLY) EACH 3420# (1) MGT 3965# (22) 10d x 3" (1) 5/8"0 A.B. GRG 1ST 1527# (1) HETA 20 181D# (9)10d x 1 1/2" 2ND 5236# (1) H16 (1) MGT 1370# 3965# (2)10d x 1 1/7' (6)1/4' x 21/4" TITEN2 (1) 5/8'0 AB. 3RD HANGER BY TRUSS COMPANY KING JACKS 1ST 1300# (1) HETA 20 1810# (9)10d x 1 1/2" 2ND & 3RD NAILED PER TRUSS COMPANY HIP JACKS 1ST 157# (1)HETA 20 11 (9)1 Od x 11/2" 2ND & 3RD 591# NAILED PER TRUSS COMPANY VALLEYTR, 48" O.C. 272# (1) MTS 16 9909 (14)10d x 1 1/2" PIGGY BACK Ill 1 (1) MTS 16 990# (14)10d x 1 112" ! 1i©i©i■i©ii MIN©ail it®i�i■i®i■i�i©i©i■Ilil!lmlml i1Q '�,��■■■I1 � „■■■■■■III = `� I, a,��� l�l�l�ll� I■■I�I�Il�iil�l�l� oil ©IN�� 1_IIb►1■■� \!III \ V, r --- - ------------- �'�\nl\IaI��AVi��AVTdhmm ICl, III ■ I �a�l - �Ilink �.>s�����iiii� iula�i�lcl • INmi �O:w�iiLi��► Imo© kin SO 1 Ad Old iiNi IL I■_���L��= ��� = •� FAVINIA��i�L�i�1�1!i%■��� 1_■1—� ���•■��_—��,1.■■■■■■■■'\. �til�rl��&1V_:71V!li!►VI�I��'I,■■�����'7® li AN ■ � � a1 NMI - I r� i��l�l� - - - MNI I m4���NMI - AAi I� .Ill' �NisI�I�I IIII�I■I■I PAMim Fib �■�■■ � : p L %I///I/%'%/i%/.I%I/%%/.'III//171 G`:yl\7:'tf`ull��li�\\`II%/►I%/.,///.I///!%%I%/iilIN Ell IN Ell , NOR I111 � TRUSS LAYOUT A8.00 3/16" = 1'-0" 'TRUSS LAYOUT BY OTHERS Architectonic Inc 806 DELAWAREAVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 4604244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT '. • 7964 Plantation Lakes Drive Port St, Lucie, FL CLIENT CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA REVISIONS :i�9FUCLl KEY PLAN SHEET TITLE !SHEET NUMBER TRUSS LAYOUT A8.00 PROJECT NUMBER R20033 DATE 11/05/2020 TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, CHAMBERS TRUSS, JOB # 769511 DATED 08l21/2020, ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES, REFER TO MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. Existing Plant Symbol Key Emffi \ / QIILT I/ `\� Exlsting tree/palm to remain I — _ — �>a�ION LAB \ \ PARKER•YAWTTE \•_.� — \ design group, inc. Existing tree/palm to be removed Existirn9 P tree/ alm to be relocated on site I I / \ RR \ \ 5 LANDSCAPE ARCHITECTURE \ \ 1 PLANNING a GRAPHICS �\ I 1 1y12=pg'09'W 4626' — 825 South U.S. Highway One `^ a Exlstng vegetation to remain \� CORNER LOT \ Suite 330 J 1\ � � � � — J4/ SETBACK \ \ Jupiter, Florida 33477 /J �\ Ewsung vegetauonto be removed / \ ay, \ \� CSOD M169 _ _ y N.,% 1 Telephone:(561)747-5069 ` \ y� / (1 pv 1I 'm \ \ �s210 \3S�s. Email: mail@pydg.com \� / Nq; Existing Plant Key Rmm I FE \ C50D I License #LC=0000297 / /nos \ � 1 PE = Pinus elllottll / Slash Pine QV = Quercus vlrglnlana / Live Oak EG Existing Tree Management Key c 16 0 \ \ / / NO. SIZE SPECIES pISPOSITION /\ \ CA \ \ � / 200 31, Quercus vlrglnlana / Live Oak Remain \ 3 PE 1 \ I 201 20' Pinus elllottll / Slash Pine Remove Rm2_ 202 18' Finus elllottll / slash Pine Remove / \ \ / Iz'OAz° 204 20' Pinus elllottll / Slash Pine Remove / \ J� � Im' LM zms 1r Quercua vo-giniana /Live oak Remove \ / \ EG / 121 146 206 II' Quercus vlrglnlana / Live Oak Remove c O _ PE _fir_ _ 201 l6' Quercus virginlana / Live Oak Remove \ \ 131 708 32, Quercu5 virginlana / Live Oak Remain \ \ /' 209 22' Finus eiuottli / 5185h Fine Remove \/ R60' / SAT I 210 13, Quercu5 virginlana / Live Oak Remove \ 116503,53, / 121 211 21' Pinus elllottll / 51ash Pine Remove / \ 12154' / U ED 20 W 212 21' Pinus elllottll / Slash Pine Remove c 213 169 Pinus elllottll / Slash Pine Remove / \ \ \ SAT 1 2 WB 1 214 20' Flews enlottll /Slash Fine Remove / / ` 1 ° _ 0 TWO (2) PROPOSED 15 3 CI-1 I V 2IS 16' Finus elllottll / Slash Fine Remove I _ COLUMNS e I 216 IS, Pinus elllottll / Slash Pine Remove / 1 Qv _ CI 12 i� 211 20' Pinus elllottll / Slash Pine Remove I 4m8 1m '204 FE 4 • Im' Y 218 20, Pinus elllottll / Slash Pine Remove - - 219 25' Pinus elllottll / Slash Pine Remove 1 I CA I I I I 220 22' Quercus vlrglnlana / Live Oak Remain / 3 RR T'^ 221 22' Quercus vlrglnlana / Live Oak Remain I 222 IBM Pinus elllottll / Slash Fine Remove \ 2 DRIVEWAY GARAGE 223 IBM Pinus elllottll / Slash Pine Remove \ QV 224 22' Pinus sliiottii / Slash Pine Remove / 0205 GI-1 7 O EXISTING TREE TO ry REMAIN, TYCME P. \ / C I 0 Existing Plant Removal List a \ \ / / WE 92 BOA 50D� 3 SAT Al 9 BOA EQUIPMENT ACCESS Four Live Oaks - 18 6 12 m �/ sixteen (I6) Slash Pines O Y / 2 _ Assorted shrubs and eroundcover LL Ara 24 o ED eeNc --N< I Mhe q I CCB 2 BOA _I CI L� Z LU AG I V� 022m I 56 013 •0 2 SA 12 S 12 RR 10( �E I m n O 'ZQ I 1r 22 1 J�C J--L 116 CAD \ / m 1 y4 �asomMI \ E Z Z ,tt PE u •113 q V DL \ FE (j) \ n22 Qv __ )GC J V' 29 0 \ / iamb - - WB00 Z av �Q(9224 Q� RESIDENCE 3 CAD (Y q rx 9201 vCFB 3 I P O pJ Zoo. FE AG 3 r U- 423 186 CG6 CG6 = — 14 e' Ohm, 52 25 01m' 000 DATE: 1242020 DRAWN BY: CCY /BMS/WAY ° JOB NO.: 20-013 000 X SCALE: i'=100O° 012 FE FILENAME: Beland II / \ AG 0212 /000 \ -� 135 060 / COVERED PATIO = REVISIONS: HRS SAT PE 10620 o Q14 10,1220 / z ° °O° 1 / °O° ° o \ / _ o EQUIPMENT ACCESS /000 \ / ---- PATIO CRUSHED FABRIC BENEA HWITH WEED 9 $12. \ / — — — — o POOL POOL LIGHT SCREENED ENCLOSURE, TYP, CSOD� TYP., SEE POOL 00 000 CSOD� BAD ENGINEER'S DRAWINGS 0 DT 0 1 CC ° n16 HEL AM 81 °°p°° DT 3 .:.E E ..,E .e :.('a .E 11 , AG 000 00 51 HE L - PE BVS 162 0 00 7 - R19 °O 0000 =Aza 1 CAD moo°o * 3 ele 000 PE O0 ° O Qll °\ o0o BVS ° �00 OQO 2 DT El ECTRIC SERVICE N45 00 0 00 CFB SH 214 ��(( FE 0 59 000 0 5 X 418 'I \ \o° 000 �FE 3 lL °Oo lob �•�' ° 92D15( 000 000 60°0 !°C �/ o goo °a0o °0 DL �L 00o CSOD� �/ �. �L o coo o°o °D°� pL ^ D- \ 000 00 �N°°oo9,m9, oogo .15' o°o °O° DL DL ^ D- ^ .� ^ .� °O° o°o one °o0 0 o a o DL DL /\ °o � o °o DL ^ EXISTING ARECA PALMS 0 _ o °°o 0 o DL SHEET: \ \ 0 � °omoMormsomM °0. 000 000 o°o °O° DL DL ^ ..i /� ...i ON ADJACENT PROPERTY y2S 0°0 0 ° DL DL ^ D� ^ EXISTING HEDGE 00 00�0n n 00 00CDL DL ^ _ /� ON ADJACENT PROPERTY t ` s Plant Specifications Plant List SPECIES AND SIZE shall conform to those Indicated on the drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, current edition. All nursery stock shall be In accordance with Grades and Standards for Nursery Plants Parts I a II, latest edttlon published by the Florida Department of Agriculture and consumer Services, All plants not otherwise specified as being Florida Fancy o Plant Indusstry. Spell be cimen men Floridameas Grade exceptionally heavy, symmetrical,umber I or ere datermInsed tightlbknile plant,sottrrained oron fFavored In Its development ment that first an eearance IS unquestionable onble and outstandingly P for In Form, number or branches, compactness and appearance q g y super GENERAL REQUIREMENTS All plants shall be Freshly dug, sound, healthy, vigorous, well branched, and Free or disease and Insect eggs and larva and shill have adequate root systems. Trees For plantin rows shall be uniform In size and shape. All materials shall be subject to approval by the Landscape Architect. Where any requirements are Omitted From the plant list, the plants Furnished shall be normal for the variety, Plants shall be pruned prior to delivery only upon the approval of the Landscape Architect, CONTAINER GROWN STOCK All container grown material shall be healthy, vigorous, well rooted plants, and established in the container In which they are sold. The plants shall have tops which are good quality and In a healthy growing condition. An established container grown plant shall be grown In that container sufficiently long enough For the new Fibrous roots to have developed so that the root mass well retain Its shape and hold together when removed from the container. Plant root bound In containers are unacceptable. MEA5uREMENT5 Trees: Height shall be measured From ground to the average helgint of canopy. Spread &hall be mesured to the and of branching equally around the crown From the center or the trunk Measurements are not to Include any terminal growth Single trunk trees shall be free or 'v' crotches that could be points of weak limb structure Or disease infestation. Shrubs: Heights shall be measured from the ground to the average points where mature plant growth stops. Spread shall be measured to the end of branching equally around the Shrub mass. Measurements are not to Include any terminal growth. Palms! Clear Trunk (C.TJ, shall be measured from the ground at the time of Installation to the point where the mature aged trunk joln& the Immature or green portion of the trunk or the head. Overall height (01 shall be measured from the ground at the time of Installation to a point three quarters the length of the unopened bud, Palma with marred or burned trunks will not be accepted. SOIL Planting soil for use In preparing backrlll for plant pits shall be added at a rate of seventy-five (15%) percent to twenty rive (7596) percent existing soil. This soil mix shall be uaad In all re pits except 5abal palms which shall be backFllled with clean sand. Planting soil shall be a fertile, hlable natural topsoil or loamy character. It shall contain forty (40) to fifty (50) percent decomposed organic matter and shall be tree from heavy clay, stones, lime, plants, roots or other foreign materials or noxious grasses (such as Bermuda or nut grass) and noxious Weeds, It shall not contain toxic substances which may be harmhul to plant growth, COMMERCIAL FERTILIZER Two Fertilizer shall be used In all types or plantings, except palms. Granular fertilizer shall be uniform In ompoeition, dry and free Flowing. This Fertilizer shill be delivered to the site in the original unopened bags , each bearing the Manuracturer's statement or analysis, and shall meet the Following requirements: sixteen (I6%) percent nitrogen, seven (T%) percent phosphorus, twelve (I2%) percent potassium, plus Iron. Tablet Fertilizer VAernorm' or equal) in 21 gram size shall most the Following requirements: twenty (20%) percent nitrogen, ten (10%) percent phosphorous, rive (510 percent potassium. The two fertilizers will be applied at the rollowing rates: PLANT SIZE 16-1-I2 'AGRIFORM' TABLET (21 Grams) gal. 1/4 Ib, 1 3 gal. 1/3 lb. 2 -15 gal. 1/2 lb. 4 I'-6' caliper 2 Ibsll' caliper 2/1, caliper 6' and larger 3 IbsJ1' caliper 2/1' caliper 'Florida East Coast Palm 5pecial' will be applied to all palms at Installation at a rate of 112 lb. per inch of trunk caliper unless Otherwise specified, MULCH Hulch material shall be three (3) inches of shredded melaleuca mulch (sterilized and Free of seeds) Or approved equal, moistened at the time or application to prevent Wind displacement. 511BSTITUTIONS NO substitutions of plant material types or size will be allowed without written consent of the Landscape Architect BSB material will not be accepted as substitute for container grown material unless previously approved, Alternate substitutions shall be Indicated In bid. Planting Details NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION AND APPROVAL BY OfyD LANDSCAPE ARCHITECT. REINFORCED RUBBER HOSE (NO WIRE SHALL BE EXPOSED To TREE TRUNK _ ECURE BATTENS WITH 2-3/4' WkCARBON /� •S D I} Ir� )Il/ STEEL BANDS. DO NOT NAIL BATTENS TO TREES. •/I BRIGHT COLORED SURVEYORS TAPE AT MIDPOINT OF EACH 61PPORi TIE HEADS 1 PALMS WITH BURLAP STRIPS. �\ DO NOT TRIM FRONDS OR BUD HEART 3-"12 GAUGE GALVANIZED GUT WIRE - \ UNLESS OTHERWISE SPECIFIED. 1 ° a INSTALL AT NURSERY GRADE OR SLIGHTLY r' " ' SECURE BATTENS WITH 2.3144 HI -CARBON 6 HIGHER REMOVE ALL BUCKER GROWTH. STEEL BANDS !2)• STEEL BANDS. DO NOT NAIL BATTENS TO 99 TREES. 3' DEPTH MINIMUM MULCH. SEE SPECIFICATIONS. E 5 LAYERS 6 BURLAP, 5-2'x4'xl6' WOOD BATTENS 'S STEEL BANDS (I)• A 4' HT. SAUCER. AROUND PLANTING HOLE 3' DEPTH MINIMUM MULCH. SEE SPECIFICATIONS. R 5 LATER6 W BURLAP TO BE REMOVED AFTER FIRST PLANTING ee-24x4'xl6• WOOD BATTENS SEASON. 4' HT, SAUCER AROUND PLANTING HOLE TO BE REMOVED AFTER FIRST GROWING SEASON. 3' MINIMUM MULCH SEE SPECIFICATIONS. / FINISHED GRADE t FINISHED GRADE 4' AT, SAUCER AROUND PLANTING HOLE TO BE REMOVED AFTER FIRST GROWING SEASON 12' 2k4'x2d' STAKE PAD BURIED 3' BELOW FINISHED GRADE T IS REBAR (OR EQUAL), 24' LONG, MI GRADE. m TOP TO BE 3' BELOW GRADE, ICI 11„ III 21z4'x24' STAKE PAD BURIED 3' BELOW GRADE LEAVE MOUND OF UNDISTURBED FILL AROUND BALL WITH CLEAN SAND , I� SOIL TO PREVENT SETTLING INSTALL AT NURSERY GRADE OR SLIGHTLY HIGHER III r FILL AROUND BALL WITH CLEAN BAND Tree Plantine SEE SPECIFICATIONS FOR CONDITIONS MIXTURE AND FE MODIFICATION oN BRACING - SPECIAL SITE CONDITIONS MAY REQUIRE H(OR WIFE) A TO BRACING PREVENT E LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE (OR WIFE) ALL TREES TO PREVENT EXCEfi51vE MOVEMENT N MAINTAIN A VERTICAL P05nIOL ISIA LLLL OTenh ANo PRAIL BT LANCSCAPa ARCHIreci. ONE SHALL BREINIORCED E ExFCSEDSTr� EO E TRNO. BRIGHT COLORED SUR✓ETORs TAPE AT MIDPOINT � EACH SUPPORt IRS ao�Co PAFTERFIRST GROMM FINISHMD GRADE 'sue TOA�(OR we G ICE LEAVE MOUND OF UNDETWIM EO SOIL TO PREVENT SETTLING. irregular &Multi -Stem Tree Planting FOR TREES 61-141414T. SEE CCATIONS FOR ONDITIONS MAY1 REQUIRE MOS AND DIPICA ONN TO B E.ILP O6C� COMRACTOR WLL ADEaIATEI.T BRACE fOR WIFE) ALL TREES To PREVENT ExcE9BIVE MOVEMEM AND MIMAIN A VERTIc4L r-V6nlrxl Palm Plantine APPLIES TO. ROYAL PALMS, QUEEN PALMS, ALE%UNDER PALFIs, MANILA PALMS SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION BRACNG: SPECIAL SM CONDITIMS MAT REWIRE MODIFICATION TO BRACING TECHNIQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE ALL PALMS TO PREVENT EXCESSIVE MOVEMENT AND MAWAM A VERTICAL POSITION, 'ALL NURSERY GRADE SLIGHHTT LY HIGHER IEPTN MINRNM MULCH. SEE SPECS. 1 ANY PLASTIC OR METAL AIN fTAINER5. FNISHED GRdpE. IVE HOLND OF UNDI6NRBED 601E PREVENT SETTLI,xG. Shrub Planting • SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION, Palm Planting APPLIES TO SABAL PALMS, WASHINGTON PALMS. CANARY ISLAND DATE PALMS, SEE DATE PALMS • SEE SPECIFICATIONS FOR BACKFILL MIXTRE AND FERTILIZATION 3' MINMITI MULCH. SEE SPECIFICATIONS. PLANT W THAT TOP OF ROOT BALL Is LEVEL WITH FINISHED GRADE. DIAMETER OF HOLE SHALL BE TWICE THE DIAMETER OF ROOT BALL, FMISHIED GRADE ere Nw �Le-OF 40 LOOSELY TILI. ENTIREPI.ANT _ �:.. -a• �w ,tic .Iva NL_ q.c'31 MINIMUM MULCH, SEE SPECIFICATIONSP GroundcoverPlanting SEE SPECIFICATIONS FOR SAVtMLL MIXTURE AND FERTILIZATION, SYM CITY NAME PALMS CC 3 Chamaedorea cataractarum / Cat Palm CCB 2 Chamaedorea cataractarum / Cat Palm DL 29 Dyosis lutescens / Aresca Palm PR I Phoenix roebelerr / Pygmy Date Palm # RR 1 Roystonea regia / Royal Palm WB 5 Wodyetia blFurcata / Foxtall Palm TREES BAU I Bauhlnla blakeana / Hong Kong Orchid LI I Lagerstroemlee Fauriel 'Natchez' / Crape Myrtle LJ I Llgustrum Japonlcum / Glossy Privet Standard ACCENTS / SHRUBS / GROUNDCOVER / VINES AS Seca Arachis glabrata / Perennial Peanut Al 6 Alcantarea Imperialls / Bromellad BAMB I Bambusa eutuldoldes viridlvittata / Asian Lemon Bamboo BOA 33 Begonia odorate 'Alba' / White Angel Wing Begonia BVS 3 Bougainvillea stump CA 6 Crinum aslaticum / Crinum Lily CAQ 9 Crinum augustum 'Queen Emma' / Queen Emma Crinum Lily CFB 8 Cordyline fruticosee 'Black Magic' / Black Magic Hawaiian TI GG6 3e Cluslee euttlfera / Small Leaf Clusla # Cl 16 Chrysobalanus icaco 'Red Tip' / Red Tip Cocoplum # CI -I le Chrysobalanus icaco 'Red Tip' / Red Tip Cocoplum CMEB e2 Carissa macrocarpa 'Emerald Blanket' / Dwarf Cell DT 346 Dianella tasmanica / Blueberry Flax Lily ED 4 Elaeocarpus deciplens / Japanese Blueberry Tree EG 291 Evolvulus glomeratus 'Blue My Mind' / Blue Daze HEL 18 Heliconla psittacorum 'Lady DI' HR5 2 Hibiscus rose-ainerie s / Hibiscus Standard LM 202 Llrlope muscari 'Evergreen Giant' SA 22 Schefflera arboricola / DWI SchefFlera SAT 60 ScheFflera arboricola 'Trinette' / Variegated Dwarf Scherflera SN 3 Strelitzla nicolai / White Bird of Paradise SPECIFICATIONS 5' ht„ full to base., dense 8' ht., NII to base., dense 8' hII full Frond, dense l' .a., four stems, full frond 10' c.t., heavy cal., Full Frond le8', 1e10% 1012' cot„ heavy cal., full Frond 14' x 1', 312cal., full canopy 8' ht., multl-stem, Full, even, canopy 1' x 11, multl-stem, limbed up, Full canopy 4' pots, Install w/ planting soil 3 gal., 304 It 360, Full 12' hI multl-stem, full, dense 3 gal., IS' x 20', NII 6' x 5'. Full canopy, multi -stem, purple flowers 10 gal„ 34' x 32', multi -head, Full IS gal., 38" x 3601 full gal., 32' x 301, Full 6' x 4', full to base 3 gal., 24' x 22% full 1 gal„ 4' x 3% Full 3 gal., 14' x 180, Full 3 gat., 16' x 164, Full 8' x 4', full to base, dense, symmetrical, matching gal., 12' x 141, full 3 gal„ 224 x 20', Full 5' x 41, heavy cal., full canopy, red Flower 3 gal. 18' x le)% NII 3 gal„ 24' x 22'. Full 3 gal., 22' x 201, full B 12' o.a., 2 to 10' o.a., multi -stem, dense, Full Frond MISCELLANEOUS SOD Stenotaphrum secundatum 'Palmetto' / St, Augustine 'Palmetto' Solid sod, laid tight # DENOTES FLORIDA NATIVE SPECIES Notes - Prior to the Installation of any plant material all existing and Imported soils Shall be tested and amended to meet the soil spadrCestions and specific plant needs as Shown on this plan. - All plant material, unless specified as being Florida Fancy or Specimen, shall be Florida Grade Number I or better as determined by the Florida Division of Plant Industry, - All plant materials and sod shall have an automatic Irrigation system providing 100% coverage. Said system shall consist or an automatic or electronic sensing device or switch that will override the Irrigation cycle or the sprinkler system when adequate ramrall has occurred. - Mstream positive drainage away from residence. - All plant material shall be planted, fertilized and mulched as per the Plant Details and Plant 9peciricatora noted on this plan. - LandscapContractor shall research plans and contact appropriate agencies to determine location Of utilities and obstructions prior to Commencing work Any utilities or nticipated obstructions Shall be reported immediately to the Landscape Architect. - Landscape Contractor will be responsible for obtaining all necessary permits, licenses, Inspectlone, and Insurance as required by the State and local agencles. - Invasive species, including Brazilian Pepper, Australian Pine, Moaleuca, Snake Plant, Scaevola and Ear leaf Acacia shall be eradicated in the development area and removed from the site, Lighting Specifications SYM ACCENT OTT SPECIFICATION A24 A 6 CAST BRA55 ACCENT LIGHT: WAG 5011-21615R 12V 13W LED, 60' WIDE FLOOD, 24' MOUNT HT. BI2 A I CAST BRASS ACCENT LIGHT: WAG 5011-21015R 12V BW LED, 60' WIDE FLOOD, 12' MOUNT HT, I CAST 5RA55 ACCENT LIGHT: WAS 5011-2115BR 12V SW LED, 60• WIDE FLOOD, IS' MOUNT HT, C 2 FACE -MOUNTED PIER LIGHT, T.B.D. D m 4 POOL LIGHT, T.BD., REFER TO POOL ENGINEER E 5 INTEGRATED LED FOUNTAIN LIGHT, TBD., REFER TO POOL ENGINEER F ® 2 GRAND EFFECTS 'HELIX BURNER' GAS TORCH COLUMN MOUNT, TIE TO PROPANE LINE WAC MOUNT ALL ABOVE GROUND FIXTURES ON 9000-RPT-BK POWER STAKE. INSTALL ALL WIRING IN CONDUIT MINIMUM 12" BELOW GRADE. LIGHT PA UR'YAM TTE design group,ine, LANDSCAPE ARCHITECTURE PLANNING GRAPHICS 825 South U.S. Highway One Suite 330 Jupiter, Florida 33477 Telephone:(561) 747-5069 Fax:(561)747-2041 Email: mail@pydg.com License #LC-0000297 DATE: 1242020 DRAWN BY: CCY/BMS/WAY JOB NO.: 20-013 SCALE: N/A FILENAME: Boland II REVISIONS: 0b20 0.1220 i i, � I 8 3 I' is 141 is 9 i, 4 6 I} 1 I}• 1' 11• I}' I' i' I it � I SLEEVE / / SPRAY 13 GPM II SPRAY ' 19 GPM 8 ROTOR 24 GPM 9 ROTOR 16 GPM 6 ROTOR 1E GPM 1 ROTOR 20 GPM p a 4' 4 SPRAT I' 19 GPM ROTOR IS GPM 2 ROTOR 21 GPM 3 ROTOR 20 GPM 5 ROTOR 23 GPM PROPOSED CONTROLLER/ R41N SENSOR LOCATION fzESIDENGE =_PnC p—<-1�FIELC =N� ,-Ne PROPOSED IRRIGATION —I MENOMONEE--- ---- LOCATION INSTALL WITH _ 3 CHECK VALVE AND RID O' STEM STSTEM / J 3 COVERED PATIO _ 3 6 it I' / - 4 � I I 4 4 6 � 2' SLEEVE I I e PATIO 12 12 LID POOL I a I 3 I -• -' /is J \ - s s. s -- 10 1n 12 \ I 5 - 12 12 12 e / \ 3 it lie ods's \ / 3 \ g 3 ) i ( L: ly®Y�Y�1d I PARKEMANNETTE design group, Inc. ILANDSCAPE ARCHITECTURE PLANNING GRAPHICS I 825 South U.S. Highway One Suite 330 Jupiter, Florida 33477 1 Telephone:(561) 747-5069 I Fax: (561) 747-2041 Email: mail@pydg.com License #LC-0000297 I I 1 I I I I I I I I I " I I � Q 1 3 I tuLL LU �o I Ii Yh n- I •� � a o CL `) I• I ca 3 IDATE: 1242020 1 DRAWN BY: CCY/BMSNJAY I JOB NO.: 20-013 i' SCALE: P•10'-01 FILENAME: Beland II 1 REVISIONS: 10.620 10,1220 Nozzle Legend NOZZLE SYMBOL BRAND SPRINKLER TYPE NOZZLE RADIUS FLOW PSI QUANTIT SEE DETAIL ® HUNTER HSBE-050 PCN-25 1' .25 GPM 30 9 H', IR-2 0 HUNTER HSBE-050 PCN-50 1' .50 GPM 30 9 H', IR-2 4D HUNTER PROS-06 4A 4' .13-.80 GPM 30 3 D', IR-2 e0 HUNTER PROS-06 6A 6' .18-1.26 GPM 30 2 D', IR-2 Oa HUNTER PROS-O6 SA 8' 22-136 GPM 30 1 D', IR-2 +@ HUNTER PROS-06 10A 10' .25-2.00 GPM 30 2 D', IR-2 HUNTER PROS-O6 12Q 123 .67 GPM 30 3 D', IR-2 6 HUNTER PROS-06 12T 12 .89 GPM 30 1 JIR�2 e HUNTER PROS-06 12H 12' 1.30 GPM 30 6 O HUNTER PROS-06 12F 12' 2.70 GPM 30 2 tz HUNTER PROS-06 12A 12 .32-2.52 GPM 30 2 0 HUNTER PROS-06 LCS-515 15' .65 GPM 30 1 D', IR-2 41 HUNTER PROS-12 4A 4' 13-.80 GPM 30 6 F', IR-2 ❑e HUNTER PROS-12 6A 6' .18-1.26 GPM 30 4 F', IR-2 HUNTER PROS-12 8A 8' .22-1.76 GPM 30 15 F', IR-2 z HUNTER PROS-12 12A 12 .32-2.52 GPM 30 6 F', IR-2 HUNTER PROS-06 ON STANDPIPE BA 8' .22-1.76 GPM 30 1 G', IR-2 © HUNTER PROS-06 ON STANDPIPE RCS-515 15 .65 GPM 30 2 G', IR-2 HUNTER PROS-06 ON STANDPIPE LCS-515 15 .65 GPM 30 1 G', IR-2 0 HUNTER 4" PGP ULTRA ROTOR 2.0 BLUE 30' 2.00 GPM 45 3 E', IR-2 HUNTER 4" PGP ULTRA ROTOR 3.0 BLUE 30' 3.00 GPM 45 32 E', IR-2 HUNTER 4" PGP ULTRA ROTOR 4.0 BLUE 30' 4.00 GPM 45 1 NNNNE', IR-2 HUNTER 4" PGP ULTRA ROTOR 5.0 BLUE 30' 5.00 GPM 45 2 E', IR-2 HUNTER 4" PGP ULTRA ROTOR 6.0 BLUE 30' 6.00 GPM 45 7 E% IR-2 Irrigation Legend SYMBOL BRAND MODEL QUANTITY DESCRIPTION © HUNTER PC-400i 1 AUTOMATIC IRRIGATION CONTROLLER WITH 1 PCM-900 MODULE. CONTROLLER 70 BE MOUNTED INSIDE GARAGE, NEAR ELECTRICAL PANELS, INSTALL AT EYE LEVEL. SEE DETAIL 'A', SHEET IR-2 � HUNTER WR-CLIK 1 WIRELESS RAIN SENSOR. MOUNT AWAY FROM OVER HEAD COVER ® HUNTER PGV-101G 11 HUNTER ELECTRIC REMOTE -CONTROL VALVE. INSTALL ALL VALVES WITHIN A VALVE BOX, PARALLEL WITH GROUND LEVEL, WHEN THERE ARE MULTIPLE VALVE BOXES, KEEP THEM ALIGNED WITH EACH OTHER, SEE DETAIL 'C', SHEET IR-2 © GOULDS GT203 1 GOULDS SINGLE PHASE 2 HP CENTRIFUGAL PUMP, TO BE INSTALLED ON A 2' X 2' CONCRETE PAD. HOOK UP WITH PRESSURE GAUGE, BALL VALVE, AND HOSE BIB. SEE DETAIL 'B', SHEET IR-2 ® AMTROL WX-350 1 119 GALLON AMTROL (OR SIMILAR) BLADDER TANK, SEE DETAIL 'K', SHEET IR-2. ® AMERICAN HYDRO #2670 1 AUTOMATIC INJECTION SYSTEM FOR RID 0' RUST. TEST WATER TO DETERMINE SYSTEM IRON LEVEL © FLOTEC TC2507LF 1 14" FLOTEC CHECK VALVE ❑w WELL ��— PRESSURE MAINLINE PIPING, USE SCHEDULE 40 PVC, 11" SIZE NON -PRESSURE LATERAL LINE PIPING, USE PVC CLASS 200 - — - PIPE SLEEVING FOR CONTROLLER WIRES, PRESSURE AND NON -PRESSURE LATERALS, WHEN SLEEVE IS NOT LABELED, USE 2X SIZE OF IRRIGATION PIPE, SLEEVES TO BE BURIED A MINIMUM OF 18" AND EXTEND SLEEVES A MINIMUM OF 3' PAST HARDSCAPE INDICATES CONTROLLER NUMBER x x INDICATES EMITTER TYPE x x INDICATES FLOW IN GALLONS PER MINUTE INDICATES ELECTRIC CONTROL VALVE SIZE - WATER SOURCE: WELL WATER - VALVES AND LATERALS/MAINLINE ARE SHOWN IN HARDSCAPE FOR CLARITY PURPOSES ONLY - NO PIPE TRENCHING SHALL OCCUR OUTSIDE LOT LINE BOUNDARIES Installation Notes A. CONTRACTOR TO PROVIDE 100% COVERAGE. B. ALL MAIN LINES TO BE BURIED AT LEAST 18" FROM FINISH GRADE, Co LOW VOLTAGE WIRE TO BE LOOPED EVERY 100' FOR EXPANSION. D. ALL HEADS SHALL BE A MINIMUM OF 6" FROM THE EDGE OF SIDEWALKS, PARKING, OR BUILDINGS. E. SLEEVES SHALL BE A MINIMUM OF 24" DEEP. F. INSTALL CONTROLLERS PER LOCAL CODE AND FIELD VERIFY WITH THE GENERAL CONTRACTOR. G. CONTRACTOR MUST CONFORM TO ALL CODES FOR BACKFLOW WHEN USING CITY WATER. H. MOUNT CONTROLLER WITH SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD WIRED TO GROUNDED 110 OR 220 VAC SOURCE. I. ALL EXPOSED STAND PIPES TO BE PAINTED BLACK OR DARK GREEN, J. CONTRACTOR SHALL VERIFY UNDERGROUND UTILITIES BEFORE STARTING WORK. K. ALL SPRAY HEADS INSTALLED ON STAND PIPES SHALL BE 3" BELOW TOP OF SHRUBS. L. CONTRACTOR TO LEAVE SUFFICIENT ROOM BETWEEN VALVES IN MANIFOLDS TO ALLOW FOR FUTURE REPAIRS. M. ALL VALVES ARE TO BE PLACED WITHIN AN AMTECH VALVE BOX, OR SIMILIAR. N. ALL VALVES BOXES ARE TO BE EVEN WITH GROUND LEVEL. MULTIPLE VALVE BOXES SHALL BE ALIGNED AND PARALLEL WITH EACH OTHER. 0, WHEN APPLICABLE, KEEP ALL LATERAL/MAIN LINES OUT OF PROPOSED SHRUB BEDS AND AWAY FROM TREES. -EXTERIOR WALL-N) 1) MINIMUM In ration Detail (D 2-HP HFAYt' DUTY PUMP CLEARANCE FOR DOOR OPENING MODEL PCC-400 CONTROL WIRE IN ELECTRICAL CONDUIT, SIZE AND TYPE PER LOCAL CODE ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE, J BOX INSIDE CONTROLLER, PRO,000C CONTROLLER WALL MOUNT N.T.S. QQ 30—INCH LINEAR LENGTH OF WIRE, COILED Q WATERPROOF CONNECTION SPLICE-1 (1 of 2) t z 3 4 s ®ID TAG a ®REMOTE CONTROL VALVE: ,r Q VALVE BOX WITH COVER: 3' MIN. 7 ©FINISH GRADE/TOP OF MULCH a � PVC SCH 80 NIPPLE (CLOSE) e e PVC SCH 40 ELL � Boo�38c to B PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) to BRICK (1 OF 4) tt PVC MAINLINE PIPE to t8 to 7 t3 tz tt tz SCH 80 NIPPLE (2—INCH LENGTH, HIDDEN) AND SCH 40 ELL t3 PVC SCH 40 TEE OR ELL to PVC SCH 40 FEMALE ADAPTER sis PVC LATERAL PIPE to 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL C REMOTE CONTROL VALVE N.T.B. QFlNISH GRADE ® MODEL PGP ULTRA ROTOR HEAD Q 3/4" PVC STREET ELLS (3) ® SCH 80 NIPPLE sQ LATERAL TEE OR ELL © LATERAL PIPE ,� No PGP ULTRA ROTOR HEAD N.T.B. OQ NOZZLE ® 6" SPRAY HEAD Q FINISH GRADE/TOP OF MULCH ® UV RADIATION RESISTANT 1/2 INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) Q HSBE-050 ELBOW 1/2 INCH BARB ELBOW: © HUNTER 'PRO —FLEX' TUBING 24"-36" 0 PVC LATERAL PIPE Q HSBE-050 ELBOW 1/2 INCH BARB ELBOW: Qe PVC SCH 40 TEE OR ELL to PLANT MATERIAL 6" SPRAY HEAD ON RISER N.T.S. No ,� TRENCHING DETAIL N.T.B. FINISH GRADE QQ LATERAL LINE Qz MAINLINE QWIRE ®BACKFILL DIRT Q PUMP SfAlif RELAY— HUNOR PSR-22 15 O CLAM SHELL POWDER COATED SfEE1 ENCLOSURE ® 230 VOLT MAIN POWER PLUG III PIGGY —TAIL CORD 18 3 5 74 z Q PRESSURE GAUGE 4 t ©1 1/2. DISCHARGE LINE Q 2' SUCTION NNE COOONG LOUVRES - 7 a v0 PADLOCK HASP to ENCLOSURE TOP COVER t t INTAKE/DISCHARGE HOLE (BOTH SIDES) 12 01• KNOCK OUT FOR 3/40 CONDUITS (BOTH SIDES) to 111111 a tt 12 13 ENCLOSURE 845E 13 1BONf a $IpE 14 BALL VALVE STEEL ENCLOSURE 2 HP HEAVY DUTY PUMP to BLADDER TANK +a HOSE BIB (NO�2 HP PUMP STATION WITH BLADDER TANK N.T.B. PIPE SIZE DIMENSIONS QFlNISH GRADE ®MODEL PROS-06 SPRAY ®LATERAL TEE OR ELL ®LATERAL PIPE QHUNLER 'PRO—FLIX' TUBmor D 6" POP UP SPRINKLER N.T.B. BFINISH GRADE z MODEL PROS-12 SPRAY HEAD QLATERAL TEE OR ELL ®LATERAL PIPE BQHUNTER 'PRO -FLEX' TUBING, F 12" POP UP SPRINKLER N.T.B. Q BUBBLER NOZZLE QFINISH GRADE Q HUNTER 'PRO—FLIX' TUBING 24"-36" ®LATERAL TEE OR ELL QLATERAL PIPE ©STAKE Q TREE TRUNK � �1 BUBBLER N.T.B.too TRENCH DETAIL FOR TRAFFIC AREAS N.T.B. I711,IF�:1 Q LATERAL LINE Qz MAINLINE QWIRE ®SLEEVE QBACKFILL DIRT PIPE SIZE DIMENSIONS A B 1 1/2 0m,,=21' 24" 18" 30" 24" 6"+ 36" 30" PARKER•YANNETTE design group, Lac. LATHDSCAPE ARCHITECTURE PLANNING GRAPITICS 825 Sou[h U.S. Highway One Sui[e 330 Jupiter, Florida 33477 Telephone:(561) 747-5069 Fax: (561) 747-2041 Email: mail@pydg.com License #LC-0000297 LCL U N _J Q i �U ul U ° Q °o w 1.0 � � � J 0 UJ tu � zz z •� Q 4 0 DATE: 1341020 DRAUM BY: CCYBMSNIAY JOB NO.: 20-013 SCALE: N/A FILENAME: Beland II IeEVISIOINs: Imb2m Im.127m %0 � L L m�� =1%