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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYSJI�AVUI�����'�r°�Il II I; FOUND PK NAIL & DISK STAMPED "PCP 2391" BENCHMARK NO. 1 MAGNETIC NAIL & DISK STAMPED "LB 7805" - ELEVATION 22.83 FEET (NAVO 88) - ryyo N89`56'32"E 516.10'- - — -' - NO'O3'28"W ry'� 150.00' FOUND 5/8" IRON ROD & CAI NO IDENTIFICATION 0.46' SOUTH 2.06' EAST FENCE CO 2.4' EAST LOT 12 (VACANT) CARLTON COUNTRY ESTATES PLAT BOOK 46, PAGE 29 FOUND 5/8-IRON ROD & NO IDENTIFICATION 2.58' SOUTH 0.20' EAST I i I I I I I I I I I I �ti I I I I a a n 6 - RIGHT OF WAY LINE _ WAGONWHEEL LANE (60' RIGHT OF WAY) -x, ' ASPHALT PAVEMENT) 10 N89`55`32 E 416.b04&ti M1� (PER PLAT) PVC FENCE dd TOP OF FORM BOARD ELEVATION 24.93 FEE PROPOSED CONC. PORCH\ / 2.O' I PROPOSED 30,X50, SEPTIC DRAINFIELD AREA\ y 29 I ^ c PVC FENCE E� _ PROPOSED CONC. PATIO 29.J ryry^0 75 RADIUS IL g a I�°�s yti N r rye' WfW \ r Ln Q. W J 0 o w a IN 0 N x ryy'h J o 0_' a 0 Z ro titi D W a_ x I I I 10' D.E. (PER PLAT) N I n I �y x a I I I I I ry�ti I I I I II � I I I I I I � x PROPOSED 14' CONC. DRIVEWAY 178.59' (PROPOSED 1 STORY --.1 C.B.S. RESIDENCE —PROPOSED F.F.E. 24.90 FEET* _--PROPOSED IRRIGATION LINE ✓PROPOSED WATER SERVICE LINE 181.21' - -x ry6. I I I I I I I I I I I I I I I I I I I I I I I BENCHMARK NO. 2 MAGNETIC NAIL & DISK STAMPED "LB 7805" ELEVATION 23.19 FEET (NAVD 88) J N89'56'32"E 1663.91' (BEARING BASE) ^ye FOUND 5/8" IRON ROD & CAP xti NO IDENTIFICATION - - I I PROPOSED IRRIGATION WELL ^ 0 M ti^ ti� x x`�1 x PROPOSED POTABLE WATER WELL T� LO - I LLI y I N 10 I s N L. I I I I I 10` D.E. (PER PLAT) -- I I V xry 1 I I I I I I I I I I I I I I I I I I I I I I 10` D.E. (PER PLAT) _m I LOT 11 (VACANT) m S89`54`39 W 416.00, NCE CORNER 1.8° SOUTH HORSE TRAIL COMMON AREA FENCE CORNER 1.7' SOUTf 4' PVC FENCE & STORM WATER MANAGEMENT COMMON AREA (PER PLAT) CORNER 2.0' EAST 4° PVC FENCE FOUND 5/8-IRON ROD & CAP NO IDENTIFICATION 2.36' SOUTH LOT 10 (VACANT) FOUND PK NAIL & DISK - NO IDENTIFICATION \ St�.gfe o FL Date ��� Approved CERTIFIED TO GRANDE CONSTRUCTION, INC. RUBIN L. SANDLIN, SR. CENTERSTATE BANK FIRST INTERNATIONAL TITLE, INC. FIRST AMERICAN TITLE INSURANCE COMPANY (NOT TO SCALE) LEGEND O.R.B. - OFFICIAL RECORDS BOOK CENTERLINE ((P - PLAT (M - MEASURED (D - DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT C.B.S.- CONCRETE BLOCK & STUCCO �- WOOD POWER POLE F - GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD F.D.E.P.- FLORIDA DEPARTMENT OF ENNARONMENTAL PROTECTION P.U.E.- PUBLIC UTILITY EASEMENT - TELEPHONE PEDESTAL ELECTRIC VAULT - IRRIGATION BOX 0- SET 5 8" IRON ROD & CAP - STAMPA "LB 7805" OAK TREE DESCRIPTION GRAPHIC SCALE; 40 0 40 ( IN FEET ) 1 inch = 40' ft. LOT 11, CARLTON COUNTRY ESTATES, ACCORDING TO MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE(S) 29 AND 30, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE Gi2ID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUS'TME�.. ` (NSRS 2011), 3. THE CENTERLINE OF WAGONWHEEL LANE IS ASSUMED TO BEAR NORTH 89'56'32" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. OVERALL PARCEL CONTAINS 5.19 A@RES, MORE OR LESS. 8, FIELD SURVEY LAST CONDUCTED AN JANUARY 30, 2019. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111 CO250J, EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE ST. LUCIE COUNTY BENCHMARK "DIXIE", HAVING AN ELEVATION OF 22.20 FEET. SCANNED BY St. Lucie County SURVEYOK'S"CERTIFICATE I HEREBY CERTIFY THAT THE AS -BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,1-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSUPV DESIGN GROUP, !NC U m - -o 0 0 0 v N � N � Y m m m Op m o m z Y m o ¢ w Z LL G V w ao �p II o 3 O � co Z n Q Zm Cd Q -2 Z Q U ¢ ¢ Z W U � F- W Cl) aW MPot U. W W Z Z< Z _ W W H W O Q C5 CC O Z �" O m0vzi_j LL 0Q0z LL�H� O LU *— U >0000OW (/)ZWJ J Q LNL N O Cl) O Oa vz W � Z z Q J 0 ' \113111SHEET NO. --- �-------------- ; f 1 ------------------ ------ BY: B 1 C. KIERNAN DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER OF FLORIDA REGISTRATION NO. 6101 t PIS--:1M r l8 /z 00z FOUND PK NAIL do DISK STAMPED "PCP 2391" LLI BENCHMARK NO. 1 MAGNETIC NAIL & DISK STAMPED "LB 7805" ELEVATION 22.83 FEET (NAVD 88)\ N89`56'32"E 516.10'_ I NO.03'28'W.� — - - - - 30A0- FOUND 5/8-IRON ROD & CAPj NO IDENTIFICATION 0.46' SOUTH 2.06' EAST FENCE CORNER 2.4' EAST I LOT 12 (VACANT) CARLTON COUNTRY ESTATES PLAT BOOK 46, PAGE 29 FOUND 5/8"IRON ROD NO IDENTIFICATION 2.58' SOUTH 0.20' EAST x - 7r BENCHMARK NO. 2 a MAGNETIC NAIL & DISK STAMPED "LB 7805" o z ELEVATION 23.19 FEET (NAVD 88) 0 - - - - RIGHT OF WAY LINE 0 t _ WAGONWHEEL LANE (50' RIGHT OF WAY) (20° ASPHALT PAVEMENT) N89`56'32'E 1663.91' 0(2) (BEARING BASE) FOUND 5/8-IRON ROD & CAP �" N89`56'32 E (416.00, NO IDENTIFICATION - - T--- _ 10' P.U.E. (PER PLAT) , 75.70' PROPOSED CONC. F_ 7 PROPOSED 30'X50' SEPTIC DRAINFIELD AREA\ zo C5 t2 �4' PVC FENCE 14' CONIC. DRIVEWAY 2.O' / L__]PROPOSED 1 STORY C.B.S. RESIDENCE PROPOSED F.F.E. 24.90 FEET PROPOSED IRRIGATION LINE .0 4 PVC FENCE _ H PROPOSED WATER SERVICE LINE PROPOSED CONC. PATIO II I 29.0 181.21° I I I 75 RADIUS D_ I I a N ®PROPOSED IRRIGATION WELL \ N a ROPOSED POTABLE WATER WELL w 3 � I 0 3 a o O a N o o N o a Of n Di I I LOT 11 (VACANT) I I LO I I �10' D.E. (PER PLAT) 10' D.E. (PER PLAT)rn ---�� I n I I I I I I I I I I I I I I I I I I I I II I II I I I I I I II I I I I I I 1O' D.E. (PER PLAT) II I L- I- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - _ - - - - - - - - - J --x S89`54'39 W 415.00' CE CORNER 1.8' SOUTH 4' PVC FENCE FENCE CORNER 1.7' SOUTH HORSE TRAIL COMMON AREA do STORM WATER MANAGEMENT COMMON AREA (PER PLAT) CORNER 2.0' EAST 4' PVC FENCE LOT 10 (VACANT) FOUND 5/8-IRON ROD & CAP NO IDENTIFICATION 2.36' SOUTH FOUND PK NAIL do DISK NO IDENTIFICATION CERTIFIED TO GRANDE CONSTRUCTION, INC. LV I Mill 1vimr' (NOT TO SCALE) LEGEND U.R.B.- OFFICIAL RECORDS BOOK (�- CENTERLINE P - PLAT M - MEASURED D - DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOUR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT C.B.S.- CONCRETE BLOCK do STUCCO �(h- WOOD POWER POLE �- GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD F.D.E.P.- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION P.U.E.- PUBLIC UTILITY EASEMENT ® - TELEPHONE PEDESTAL ELECTRIC VAULT - IRRIGATION BOX 00- SET 5/8" IRON ROD do CAP STAMPED "LB 7805" OAK TREE - DESCRIPTION GRAPHIC SCALE 40 0 40 ( IN FEET ) 1 inch = 40' ft. LOT 11, CARLTON COUNTRY ESTATES, ACCORDING TO MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE(S) 29 AND 30, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S, NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDW/,rE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 3. THE CENTERUNE OF WAGONWHEEL LANE IS ASSUMED TO BEAR NORTH 89`56`32" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT, 7. OVERALL PARCEL CONTAINS 5.19 ACRES, MORE OR LESS, 8. FIELD SURVEY LAST CONDUCTED ON AUGUST 7, 2018, 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF 'Y", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111CO250J, F-FECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVE) 88) AND REFERENCE ST_ LUCIE COUNTY BENCHMARK "DIXIE`°, HAVING AN ELEVATION OF 22.20 FEET. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS j111yoBo & Well # 59- 28kll&5s Date: t i Q~( Review r: SURVEYOR'S CERTIFICATE 1 HEREBY CERTIFf THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAD SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, I FURTH` CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAP+"'ER IN' CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLOftlD„ TAT fl"ES. CIVILSURV DESIGN GCOUP, INC. i 70L v N N U Z rn d _j W (woe)0 � d 0 d w CC c CC Q J � y U d a 0 L 2 0 0 v N N W N V Y m a o Y m O m z m z Y m z a w W Q = IL 13 U w x 00 _ � O O � r a II o c 0 ro h O ro z z wZ w �m QU ¢ z o rn a o� W U x N W W r 00 F. M U. W 0 WZ Za W = J Ir H W W U3: W< o aZa0 MOLL a�0z T P 0 , 0 TOM in00zW Z r 0 — Q Z U -j 0 O Cull U. m O Oa Ua_ z 0 Q J 0 BY: BRIAN-"C' KIERNAN PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 ////1J DATE OF SIGNATURE SHEET NO. 1 OF 1 25 PRODUCT REVIEW ARCHITECT O 0 ujli I I I I I I I I 111all I I I I I I I 1 p I 2 4" 14' 2J „ 12'-6" A3.00 I I o BEDROOM 4 (0o� i i �o� LL 80CLG _m� �m0 128' BEDROOM 5 y I 8° C_G w x w m N / (0 � O fn N = Y- -L - - - - -� 102-------J 80 CLG w0BIFOLD- -BIF LD - w BATH 2 41 2668FBGLS U' DR D mo 0 N U W/ MTL. � N = = 8° CLG THRESHO N COVERED PORCH 8° CLG EDROOM3 m3= 80 CLG T-0„ 7-4' 2868 FAMILY ROOM N vim~ La PKT DR VAULTED CLG rn L-2 T (2) 3 FR.1/234 SH DR W/ 12'-0" 126 N= u u - - - - /- -Lil - 2e68 PKT DR 2868 El S HC DR 102 W r MASTER BEDROOM ` N 110 DW I° ° COFFER CLG - ° 80 TO 88 TO 94 3 1 115 A3.00 -G----------------- ---- -- ---------------- `gO� i 116 I - PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CASE) PRESSURES SHINGLES ZONE 1 -22.0 IKO INDUSTRIES LTD. CAMBRIDGE NOA# N/A 3/8" DIA HEAD ROOFING NAIL PER SHINGLE ZONE 2 -32.0 AR 16-0329.13 W/ (6) NAILS PER SHINGLE ZONE 3 -60.0 WINDOWS ZONE 4 -28.0 -60.0 MI WINDOWS & DOORS 185 SERIES FL# IMPACT 3/16" TAPCONS @ 13.5" O.C. W/ 1 1/4" MIN. (FIXED) ZONE 5 -34.0 15349.3 EMBEDMENT AND 3" DISTANCE TO EDGE WINDOWS ZONE 4 -28.0 -60.0 MI WINDOWS & DOORS 185 SH FL# IMPACT 3/16" TAPCONS @ 16" O.C. W/ 1 114" MIN. (SNGL HUNG) ZONE 5 -34.0 17499.5 EMBEDMENT AND 2 1/2" DISTANCE TO EDGE DOORS ZONE 4 -28.0 -50 PLASTPRO SMOOTH FL# IMPACT 1/4" TAPCONS @ 15" MAX. O.C. 1 1/4" MIN. FIBERGLASS 15180.5 EMDMNT., 2" MIN. CLEARANCE TO MASONRY EDGE 4" MIN. CLEAR. TO ADJ ANCHOR DOORS ZONE 4 -28.0 -50 MI WINDOWS & DOORS SERIES 1610 FL# IMPACT 3/16" TAPCONS @ 10.5" MAX O.C. W/ 1-1/4" (SL. GL. DR) 18240.6 MIN EMBEDMENT W/ 2-1/2" MIN EDGE GARAGE -26.0 -44.0 DAB DOOR COMPANY, 824 STEEL NOA# NONE " LAG SCREWS @ 6" O.C. DOOR INC SECTIONAL 17-1018.12 SHUTTERS N. ZONE 5 34.0 I ONE4 -2 0 INDUSTTOWNARIES OUNTRY STORM PA ELS 12 56-R5 IMPACT EM EDMENT A1/4" TAPCONS @ND 2" EDGE DISTAINCE 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 INTIRELY 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. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' 13UBJECTTO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIRED^ FLOOD HAZARDS9 AIR FREEZING INDEX' MEAN ANNUAL TEMP) Speed" (mph) Topographic effectsk Westheringe Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy INA NA I NA LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSIT BEAM L-1 Z-10" 6113 212 4460 145 8F16/1T-1B L-2 T-6" 6113 1533 3547 1304 8F16/1T-1B L-3 4'4" 6113 212 2724 145 8F16/1T-1B L 4 7'-6" 2661 835 1634 523 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 904 2635 548 8F14/1T-1B RL-2 7'-6" 2458 465 1462 160 8F6/1T-1B LL 0 0? 1 o NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. BEDROOM 2 m 1 O KITCHEN LIVING ROOM 1 0 APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. 80 CLG _0" 3 $ 80 CLG 6'-11" q VAULTED CLG N REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 11'-0" bo 2- a" _ j j CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 HB 868 % zz 2. STRUCTURAL DESIGN: ENCLOSED 03. RISK CATEGORY: 11 EXPOSURE D p T N HC R REF. - - -1 \� - - - - _ - - �/ / / 4. DESIGN WIND VELOCITY 160 MPH B = N 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 6:12 = LAU ND o e hiC DR 6. COMPONENTS &CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) 80 CLG 6068 0 ZONE 1: -22.0 ZONE 2: -32.0 ZONE 3: -60.0 ZONE 4: -28.0 ZONE 5: -34.0 GARAGE:.26.0 2868 BIFOLD DR 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF HC DR Cl) = - - 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES ------ � 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF MIN DR EQ 3,�„ „ EQ SOIL BORING TEST REQUIRED YES ��e-=J� if 105 W/ AH w m 0 2,_2„ o 109 BCLHLD. ( 1 �� N� � I p DRYWALL NOTES -- ---- r - - - , O 113 FOYER DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). /&2 oyBl 122 DINING ROOM m I CO BFER CLG 1 PKT DR U) CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA ST. LUCIE COUNTY BUI DING DIEONJOB REVIEWED FOR COMPL 123 11 TO 12° BUILDING CODE (RESIDENTIAL). REVIEWED BYVAULTEDCLG I 186 WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A DATE � Z,125 C9 125 I¢ (2j 3°6� -C MASTER BATH _ SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. PLANS AND P KE 0 105 FIBERGL. DOOR W/ 80 CLG a SITE OR NO INSPECTIONS) WILL BE MADE GARAGE 20" HIGH TRANSOM ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER 8°CLG z �.. MIL THRESH D H WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. w R < q .-4 co N Qti tieloQQ © C7 FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED o io Q © © �GIq INDEX OF NOT MORE THAN 450. w a HESE PLANS AND ALL PROPOSED WORK w (2) SH 25 i aid S STRUCTURAL NOTES %HESUBJECT TOANY CORRECTIONS 127 > °' 118 v0 ouip O SY FIELD INSPECTORS THAT O 5'-0" 8' 6" EQ EQ 5' 6" -0„ 8" m b 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE AY BE NECESSARY IN ORDER TO O 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN ii 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP COMPLY WITH ALL APPLICABLE CODES. 119 ENTR 4 AO CRETE COVER OVER REINFORCING STEEL: p 112 I� 21 SH 23 B. BEAMS: 1 1/2" 121 PORCH11111211 L_3 m C. COLUMNS: 11/2" 110CLG _ _ 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED • PROCTOR DENSITY CONCEALED FASTENERS OR ATTACHMENTS 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER 1'4" 1' 4" THE FLORIDA BUILDING CODE 2017 EDITION ARE THE RESPONSIBILITY OF THE N 104 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE CONTRACTOR OF RECORD. `� p p p © WT FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES S 23 23 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE 7L-3 L-3 FOR ADDITIONAL INFORMATION. 1 .100 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT 6'-8" 9'4" 6'-W A3.00 8'-2" '-0' EQ EQ '-0' 6'-2" NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX ALLMANUFAQTUMN WLYSFIOWING U PAOTMAND 8H000OMPUMcil STUCCO NOTES Wfr4PA09NYMY0OD1MUST REMAIN ON ALL DOORt AND WINDOWS 23'-0" 12'-0" 8' 8" 20'-0" STUCC 926CO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED LATH SHALL BE TTACHED TO FRAMING MEMBERS WITOHORIZONTAL FRAMING H CORROSION ON RESITANTEMATERIALS.. ASTM UNIILIN8PECTKMAREAPPROVED 61 8 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. KEYNOTES FOR FLOOR PLAN DOOR &WINDOW BUCK FASTENING CUBIC VOLUME AREA CALCULATIONS ATTIC VENTILATION CALCULATION 23,490 CU FT. 101 MIRROR 112 WD BEAM ABOVE - REFER TO DETAIL 124 OPTIONAL LAUNDRY TUB DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH 102 ROD & SHELF 113 ARCHED PASS -THROUGH IN WALL 125 MEDICINE CABINET CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND 104 12"x12" CONCRETE BLOCK COLUMN ON TOP OF 24" TALL 115 DOUBLE SINK & DISPOSAL 126 SUMMER KITCHEN W/ SINK & UNDER CABINET REFRIG. WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT 16"x16" CONCRETE BLOCK BASE. PROVIDE (4) # 5 116 RANGE l OVEN W/ EXHAUST HOOD 127 HATCH DENOTES 8"x16" POURED CONCRETE TIE BEAM REVIEW AFFIDAVIT WITH A MINIMUM OF 1 114" EMBEDMENT VERTICAL BARS IN GROUT FILLED CAVITY. 118 SPA WITH (4) @7 BARS INTO CONCRETE (THROUGH FRAME). BUCK SHALL 105 BEARING PARTITIONS W/ R-13 MIN. INSULATION IN WALL 119 PROVIDE SIMPSON HU210-2 HANGER W/ (18) 1/4"x 2 3/4" ND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 ORIDA BUILDING CODE W/ AMENDMENTS. REFER TO DETAIL TITENS TO CONC. @ (10) 10d NAILS TO BEAM 107 EDGE OF COFFER CEILING 120 KNEEWALL ABOVE BOND BEAM TO 11'-0" 108 ELECTRIC METER 121 REFER TO GARAGE DOOR BUCK DETAIL 109 ELECTRIC PANEL 122 BOLLARD - REFER TO DETAIL 110 UPPER CABINETS 123 2'x4' PULLDOWN ATTIC ACCESS 3,491 S.F. X ROOF PITCH MULTIPLIER 1.18 = 4,119.38 CUBIC FEET (WALKERS ESTIMATORS MANUAL) 4,119.38/ 150 = 27.46 ST OF REQUIRED VENTILATION (SECTION 806 FLORIDA BUILDING CODE - RESIDENTIAL) USE 7" x 22" VENTS a 8'-0" O.C. = 1.06 S.F. PER VENT ROOF PERIMETER OF 322 LINEAR FEET/ 8' = 40 VENTS 40 x 1.06 = 42.4 S.F. OF VENT AREA PROVIDED I Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 IOJECT SANDLIN RESIDENCE IPORT ST LUCIE, FLORIDA I CLIENT I CONSULTANTS REGISTRATION MICHAEL J SEAL, AIA REVISIONS NO. F DATE KEI N FIRST FLOOR PLAN A1.00 12I11/2018 1 FILE COF ARCHITECT rFOUNDATION PLAN 1 /4 - 1 0 KEYNOTES FOR FOUNDATION PLAN 201 8" WIDE CONCRETE CURB 202 CONCRETE PAD 203 A/C CHASE AND CONDENSATE LINE 204 OPTIONAL LAUNDRY TUB 205 SPA 207 SHOWER 208 OPTIONAL SINK FOUNDATION SCHEDULE F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS CONTINUOUS. F-2 12" WIDE X 12" DEEP THICKENED EDGE FOOTING W/ (1) #5 BAR CONTINUOUS. F-3 18" WIDE X 16" DEEP MON ITHIC FOOTING W/ (3) #5 BA ONTINUOUS §-1 4" (2500 P POUR NCR E S ER REINF CING ON L OR ER OVER CL C MPAC TERMITE TR 1 FILL. TERMITE TREATMENTS SHALL CONFORM TO SECTION R318.1 OF THE FLORIDA BUILDING CODE, 2017 EDITION. , 2 1/2" \ Mr. SANITARY RISER DIAGRAM ,,,,-2" VTR yFR Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ISANDLIN RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT ICONSULTANTS IREGISTRATION I MICHAEL J SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION 1 12/11/18 JBLDGDEPTCOMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER FOUNDATION AIN PROJECT NUMBER R18084 DATE 12/11/2018 RLMM11581i _ ... s - - - OP T F BEAM A \ a 12 �, 16 TOP OF ENTRY BEAMAU 11'-0" TOP OF BEAM 8'-0" 1ST FLOOR 0" KEYNOTES FOR EXTERIOR ELEVATIONS 301 STUCCO FINISH 302 RAISED STUCCO DETAIL 303 CRICKET 304 ASHPALT SHINGLE ROOFING TOP OF BEAM 8'_0" a TOP OF ENTRY BEAM OF BE8'AM-0" � V 1ST FLOOR 0" 2"X4" TOP PLATE GYP. BOARD CLGS & WALLS 1" STUDS @ 16" O.C. NKENIn.610to] q 0 9I•\I2 TYPICAL INTERIOR WALL 3/4" = 1'-0" ASPHALT SHING ROOFING ON 30# UNDERLAYMENT OVER 19/32" CDX PLYWOOD SHEATHING ATTACHED PER NAILING ZONE INFO. PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS — FIBERGLASS BATT INSULATION (R-30 MIN) SIMPSON HETA 20 PER METAL DRIP 1"x2" PT NAILER 2"x6" RSC FASCIA STUCCO SOFFIT ON RIBBED METAL LATH W/SCREEN VENTS (2) COURSES OF CONC. BILK. BOND BEAM W/ (1) #5 BAR PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR 1/2" GYP BOARD ON 1"X2" P.T. FURRING Coil 24" O.C. & FI-FOIL STUCCO FINISH 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 REFER TO FOUNDATION PLAN FOR SIZES AND 6MIL VAPOR BARRIER I I! I I I I I! III! TYPICAL WALL SECTION1 3/4" = 1'-0" 12 6I / 1/2" CEILING DENSITY DRYWALL BASE ARCHITECT Architectonic Inc 806 DELAWARE AVEN U E FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT SANDLIN RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT �I�I�^�II� oc(ONSF,R,CrI0N OI' FLORIDA, INC. CONSULTANTS RE=GISTRATION OF F►-O • •...... MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 12/11/18 BLDG DEPT COMMENTS KEY PLAN I SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS A_ IN PROJECT NUMBER R18084 DATE 12/11/2018 ARCHITECT w J m P-2 P-3 P 1 BOG RIDGE P-2 P-1 P-2 P-2 RIDGE �F ' P 3 P-1 1 � N N JP P-1 a a P-1 P-2 P-2 P-3 P-3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION P-3 ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE & 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING \----COFFER CEILING—, 00 TRUSS STRAP - REFER TO STRAPPING SCHEDULE— io m m m m m GARAGE DOOR BUCK DETAIL 1/2" = 1'-0" ED L 8" CONC. BLOCK BOND BEAM \—STUCCO FINISH ON RIBBED W/ (1) #5 IN EACH CONC. METAL LATH o FILLED COURSE N PRECAST LINTEL COURSE W/ #5 IN CONC. FILLED CAVITY w FIXED GLASS TRANSOM u o 00 Ile i — — — — — — — — — — Y STUCCO FINISH ON PAPER BACKED m WIRE LATH OVER 1/2" CDX PLYWOOD Ij SHEATHING AND @ 2"x4" WOOD Z FRAMING @16" O.C. - REFER TO O KNEEWALL DETAIL n RL-2 PRECAST LINTEL W/ (1) # 5 IN CONC. FILLED CAVITY WINDOW STUCCO (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) TYP. OF ALL 4 SIDES FLASHING @ WINDOW 1 1/2" = 1'-0" SOD BEAM I HETA 20's @ EACH (10) 10d NAILS, EACH -'K COLUMN W/ (4) #5 ARS IN CONCRETE FILLED 5 COL. TO WOOD BEAM DETAIL1 I/ TOP OF ENTRY BEAM 11'-0" (2) 2"x12" WOOD BEAM - GLUEmB& BIActt2"LTOP PLATE W/ 2 ROWS 16d NAILS @ 8" O.C. STAGGERED EA. FACE WOOD FRAME BOX BEAM W/ PAPER BACKED WIRE LATH & STUCCO WRAP TOP OF 13 STUDS @ ROOF OVERHANG BEYOND SIMPSON SP4 W/ (6) 10d x 1 1/2" NAILS @ 24" O.C. RAISED STUCCO DETAIL STUCCO FINISH OVER CONC. BLOCK uoo 77 d a m I 0 i yy I -�- - 1 El 4, III —III —III —I I —III—_ —III—III— III—II— I=11 —III—III— I =1 I IIII---—IIIIII—III III— —III—IIIIIIIII—I\,�E_!-..IIIIII— I Iil III ITI III iTI I l iTi I TTi IIii III ,'Ti I I I ITi I I iii I I IITI III Iii I I IITi III Iii III Iii III Iiii 1I ITi l i 1 El �) I III I ITi I i III liIi III .i 1 I 1 ENTRY PORCH SECTION II P.T. 2"x4" BOTTOM PLATE W/ 1/2" DIA EXPANSION BOLTS @ 24" O.C. 11 Architectonic Inc —2" GALVANIZED PIPE W/ 1/4" THICK WALL 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM —4" COLLAR W/ (4) 1/4"X3" TAPCONS STATE REG # AA26003348 COPYRIGHT 2017 1 PROJECT 9 PIPE BOLLARD DETAIL 3/4" = 1'-0" L CONC _ BLOCK 7 W/ (10) 1Od NAILS BEAM 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" SANDLIN RESIDENCE PORT ST. LUCIE, FLORIDA I CLIENT CONSTRUCTION OF FLORIDA, INC. O.C. ALONG CONT. 2"X ' CONSULTANTS 6 ARCH FRAMING DETAIL 3/4" = 1'-0" SIMPSON P4 W/ (6) 10d x 1 1/2 NAILS @ EA. STUD 10'-0 3/4" TOP OF BLOCK COLUMM I REGISTRATION SIMPSON MTS 16 W/ (14) 10d NAILS PER STRAPPING SCHEDULE I dA TOP OF ENTRY BEA� 11'-0" —(2) 2"x12" WOOD BEAM W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGERED EACH SIDE J SEA4 •: C ra98 ; CU MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISIC —(2) SIMPSON HETA 20s @ EACH COLUMN W/ (9) 10d x 1 1/2" NAILS TOP OF BEAM 8'-0" 4 KNEEWALL/ WOOD BEAM ELEVATION DETAIL @ ENTRY I 3/4 = 1 0 KEY PLAN 2 OVERFRAMED TRUSS DETA NOTE: ALL #5 BARS TO LAP 26" MIN. ` s 2 COURSE BOND BEAM W/ (1) #5 CONT. IN EACH CONC. FILLED COURSE #5 CORNER BARS • _e ba 9 < VERTICAL BARS IL"3 BOND BEAM STEP DETAIL 3/4 - 1 0 — SHEET TITLE / SHEET NUMBER DETAILS A4.00 PROJECT NUMBER R18084 DATE 11/02/2018 502- BEDROOM 4El 505 n f I TO FLOOD u LIGHTS _._........... f / i / i -' WP/� GFI - � oj -a�-' €WP/ FAMILY ROOM. I _---- GFI 506------------ - - / P/ f � � ' -�'- // LIVING ROOM .' -- es�. MASER EEDROOM 511 ' GFI 4- 4 WP/ _ i, 4504 GFI BEDROOM - - - GFI ti ! 511 CU GFI ' 512 / ----- f D w GFI IRRIGa� , ----- — — / PUMP - WP/� 506 GFI LAUNRY - SD /.- -- /fa -- b 57011 ¢ � WH ', GFI AHU ---_- i - 508 GFI 1 DINING ROOM —-----------T --'. 507 GFIA"' GARAGE. ELECTRICAL PLAN 1/4" = 1'-0" KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 504 RANGE/ OVEN W/ EXHAUST HOOD 505 E.F. VENT DUCTED TO SOFFIT (TYP) 506 W/ CARBON MONOXIDE DETECTION 507 GARAGE DOOR OPENER u `J ELECTRICAL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH QQ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET C MOTOR OUTLET +7 WALL MOUNT LIGHT FIXTURE 0- CEILING MOUNT LIGHT FIXTURE kpl RECESSED LIGHT FIXTURE Vx4' SURFACE MOUNT FLOURESCENT LIGHT FIXTURE ❑ JUNCTION BOX FOR FAN/ LIGHT COMBO ® PHONE OULET rv� CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE —O DOORBELL CH CHIMES "E P" O120/240V 1 PH. 200A MAIN BR. E UNDERGROUND ELECT. SERVICE: THWN CU. IN 2" CONDUIT E #4 CU. GROUND TIED TO BLDG, STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 2,610 SQUARE FEET @ 3VA/SF 7,830 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 SPA PUMP 1,200 VA 1 DISPOSAL 800 VA 1 WATER HEATER 4,500 VA 1 MINI SEWER 2,500 VA 1 MISC 2,000 VA SUBTOTAL 42,730 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 13,092 VA 1 A/C & HEAT SYSTEM 12,000 VA TOTAL 35,092 VA 35,092 240 146 AMPS USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 1 PROJECT SANDLIN RESIDENCE IPORT ST. LUCIE, FLORIDA CLIENT 1 REGISTRATION d SEq� ' MICHAEL J SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION 120989In SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN A5.00 PROJECT NUMBER R18084 DATE 11/02/2018 BEARING POINT(S) TRuss ArWAL UIPUFTI'GROUPED, WORST CASE) SIMPSON C0NNEcTpR4$) CONNECTO" UPLIFT DESIGN I - HANG ER BY TRUSS COMPANY RL HANGER BY TRU56 COMPANY x 1646d& 7-1/4" X zjjwTi'mms W211L BOND- OTANI ml TRUSS COMPANY mTS 16all 11) HETA 20 n104 9 inr4-- 1/2o NAILED PER TRUSS COMPANY . '.: a MEW FI 0 : NAILED PER TRUSS COMPANY (3) 16d NARS TOP AND BOT�OM 4 ID00 1440dxIll/20' NFORNIATION TAKEN FROM MA ACT0RER'5SH PDRAWkNG& 09/27/2018.AL1, LQA[)-S R, QR LCASE LOADIN(i FOR GROUPED CATEGORIFS, SFE MA,NUFACTVRF.R'-5 TRUSS FOR I RUSS ILI AND ..... ...... ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT2017 PROJECT SANDLIN RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT CONSTRUCT lqN OF FLYR!pA, IN CONSULTANTS REGISTRATION ..... ..... CO E JS ,STF............ L"ED AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN TR. LAYOUT & CONN. SCHED. A6mOO PROJECT NUMBER R18084 DATE 11/02/2018 +pl COMPLY WITH 3CM, 301.1 ti BMP CLIP 2X4 7AR. 40 M GALV. CLIPS >uav FLA PRODUCT APP.# FL14239 CU MOUNTIM Q ffA NTA 32N-x 3 2"�c 2a tt %, w (1 %"D 11 TA' f 4 - Nutono Bathroom Exhaust Fans EF#1 50 CFM Fan EF#2 = 110 CFM Fan SUPPLY OUGT b f G T tA.HU. tt�lb P '• r PRI ICY / Flux- i DMIN jA22 N DeEp -..� IAUUfltlLLE ., _ C Af91I $IIAff AR HANDLER DETAIL \ , �6JL-1 — _ — — — / I« N & A �_ _ - Kcr. N I I I J D) _ - CONSTRUCTION OF FLORIDA,INC.8N `mow 4, _ - ------- /Za _ _ yY j DA - C �7F,' w Y _ G i� iAEkv-1.., x R - 3 _ — — — RA tnl FJ NOE tZ S cAd5 _ i _ _ !U gees D - - - - - - - - - - - I _J LoxGo _ ( _ Cc�F fG�GTL' St=7L ZS .. [otito _ Go -- T i ( DSO I VL/Z6l _ s2� SQ tal+(T s OyEfRSo I I _ -- -1 1 No'. vision/I Dote QocfK LEA As TCL ....tl..... "' - � I 1��TOiz<� -. DIfVIIVG R401VI � � blarf /01 GARAGE o ALL iQEAS, DESIGNS, ARRANGEMENTS,PLANS l% b a CCLG 0 ��i1 v INDICATED OR REPRESENTED BY H S DRAWINGARE OWNED BY AND PROPERTY OF THIS OFFICE, AND / WHERE CREATED, EVOLVED, AND DEVELOPED FOR - US ON, AND IN CONNEC11ON WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, q ARRANGEMENTS, AND PLANS SHALL BE USED BY, �' OR DISCLOSED TO ANY PERSON,FIRM,OR 4" 5'-6" 8" O CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING' & 7i _r MECHANICAL, INC. i I Project C-rs 724.1y Project C-rs 724.1y Sheet Dote Scale A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING .. TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less I 313 to u Span Spret Jer Bar Q 60 degrees orless 1/2 span Tag line l�gprox 273 to Tag line approx. 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way If crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses n are installed. A AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! 0 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' w 46' IN LENGTH!! HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT NJACKS CORY ARE NOT BEVELED. ARE ¢ SEE STANDARD ti w ENGINEERING. O � � NUO 24" O.C. THRU CORNER JACKS ONLY 24• 11 1/� CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GRB GR1 THD26-2 12-10d 18-16d GRB GR2 THDH26-2 8-16 d 20-16d 'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" 6 i 4-03 2-06-08 11 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 11'-0"' END DETAIL: A 6r� 4-03/�- 2-00-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1"" END DETAIL: B Hatch Legend _ V r it CEILING V 11' WALL HEIGHT 11'-011 CEILING cI 12' WALL HEIGHT 8'-1of FILE CO F ly TRUSSES CAFABRICATION THISAGREEMSEND &RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be showed, In the event such wd8en notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs requited, or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job she or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses N Chambers Truss has o redeliver because job she is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is ponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change d any changes are made in this layout. A $50 per hour Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of slivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersgned agrees to pay such indebtedness including attorneys fees, 'd default in payment for material be made by the e .pient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Flex & 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPVWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. ATED IGNED OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary p ry and permanent bracing are required and can save I'rfe and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be sett plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC ,dO.4A 3105 can er venue Fort Pierce, Florida 34982-6423 800-551.5932 Fort Pierce 772-465.2012 Fax 772-465-8711 Vero Beach 772.569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM Jnwr IJRAYVIIVIJ! JlJQ1Y111 IAL Mr I� APPROVED APPROVED AS NOTED i] REVISE AND RESUBMIT II REJECTED ✓L Date: 1L t Architectonic Inc. Fort Pierce, FL 34950 DESIGN CRITERIA 4. AND DEC 0 3 2018 ST. Lucie County, Penn LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SEC 1604.6.1 County ST. LUCIE CO. Building Department CITY OF PORT ST. LUCIE Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 125 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder 'SCANNED Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' BY Building Type Enclosed St. Lucie: County Building Ca Category Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75443 SCALE: 1 /4" = 11-011 193 total trusses, 75 unique designs Designer: RAC Reviewed by: _ Date:08/28/18 Revised:10/24/18 FOR GRANDE CONSTRUCTION DESCRIPTION: SANDLIN Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75443 I ARCHITECT u �1 U) N Cn U) LU w J x (7 w L0 N _ rn 3 A3.00 0 � IROO 4 o 0 co m D 8°CLG N 25 I BEDROOM 5 80 CLG al in o N U x -- 102'- --- N 80 CLG '\/4068 4D BIFOLD BIF LD x DR D oC) N = N = x 2668 PKT DR mo N L) 2868 PKT DR 2868 HC DR O�v ID J M _BATH 2 80 CLG FAMILY ROOM VAULTED CLG DIN 2868 FBGLS W/ MTL. THRESHOi 115 -------- ----o Do ---- -- - F COVERED PORCH 80 CLG � 126 f 71-6" 71-4" 12'-0" o L-2 L-2 (2) 3 FIR L _j 1/2 34 SH 1/2 34 DR W/ I I I I MASTER BEDROOM COFFER CLG 80 TO 88 TO 94 M x 4 A3.00 PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CASE) PRESSURES SHINGLES ZONE 1 -22.0 IKO INDUSTRIES LTD. CAMBRIDGE NOA# NIA 3/8" DIA HEAD ROOFING NAIL PER SHINGLE ZONE 2 -32.0 AR 16-0329.13 W/ (6) NAILS PER SHINGLE ZONE 3 -60.0 WINDOWS ZONE 4 -28.0 -60.0 MI WINDOWS & DOORS 185 SERIES FL# IMPACT 3/16" TAPCONS @ 13.5" O.C. W/ 1 1/4" MIN. (FIXED) ZONE 5 -34.0 15349.3 EMBEDMENT AND 3" DISTANCE TO EDGE WINDOWS ZONE 4 -28.0 -60.0 MI WINDOWS & DOORS 185 SH FL# IMPACT 3/16" TAPCONS @ 16" O.C. W/ 1 1/4" MIN. (SNGL HUNG) ZONE 5 -34.0 17499.5 EMBEDMENT AND 2 1/2" DISTANCE TO EDGE DOORS ZONE 4 -28.0 -50 PLASTPRO SMOOTH FL# IMPACT 1/4" TAPCONS @ 15" MAX. O.C. 1 1/4" MIN. FIBERGLASS 15180.5 EMDMNT., 2" MIN. CLEARANCE TO MASONRY EDGE 4" MIN. CLEAR. TO ADJ ANCHOR DOORS ZONE 4 -28.0 -50 MI WINDOWS & DOORS SERIES 1610 FL# IMPACT 3/16" TAPCONS @ 10.5" MAX O.C. W/ 1-1/4" (SL. GL. DR) 18240.6 MIN EMBEDMENT W/ 2-1/2" MIN EDGE GARAGE -26.0 -44.0 DAB DOOR COMPANY, 824 STEEL NOA# NONE " LAG SCREWS @ 6" O.C. DOOR INC SECTIONAL 17-1018.12 SHUTTERS ZONE 5 -34.0 0 INDUSTRIES TOWN AND COUNTRY SAFETY EDGE FL# (STORM PANEL 12856-R5 IMPACT EMBEDMENT 1/4" TAPCONSND 2"OE GE DISTANN. CE 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 INTIRELY 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. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' UBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDS9 AIR FREEZING INDEX' MEAN ANNUAL TEMPI Speedo (mph) Topographic effectSk Westheringa Frost line depth b Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOST BEAM L-1 2'-1 U 6113 212 4460 145 8F16/lT-1 B L-2 3'-6" 6113 1533 3547 1304 8F16/lT-lB L-3 4'-6" 6113 212 2724 145 8F16/1T-16 L-4 7'-6" 2661 835 1634 523 8F16/lT-1B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 5602 904 2635 548 8F14/1T-1B RL-2 T-6" 2459 465 1462 160 8F6/1T-lB Ow o q u NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. FILE ��� BEDROOM 2 m 0 KITCHEN EN LIVING ROOM 4 LOADS 80 CLG 8°CLG VAULTED CLG iv �; REFERDTOSTRUCTUORALVNOT SFORADDITIONALINFORMATION. DEC 14 2018 ® 11'-0" 2- 4" 2 3'-8" 6'-11' a" M CERTIFICATION FOR DESIGN LOAD COMPLIANCE � 8 1aga ` % 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7.10 2. STRUCTURAL DESIGN: ENCLOSED HB OFE7�i H R 4"= L J 0 D \3. \ - M RISK CATEGORY: II EXPOSURE: B 4. DESIGN WIND VELOCITY: 160 MPH \ / (� N 286LR----- _ - x V% N J 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 6:12 S LAU N D d 0 a HC 6. COMPONENTS &CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) 8° CLG ZONE 1: -22.0 ZONE 2: 32.0 ZONE 3: -60.0 ZONE 4: -28.0 ZONE 5: 34.0 GARAGE: -26.0 2868 Y BIFO D DR = 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF 0 HC DR ° _ - - 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES = 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF 7 �i 0 MIND 4 EQ T-4 EO 1 SOIL BORING TEST REQUIRED YES c� 109 105 W/ T HLD. AH. ° o r-2° DRYWALL NOTES & CL 1 N U N cr -- _ _ _ _ _ _ _ _ _ __ _' 0 113 FOYER DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). r , 122 DINING ROOM B0 CO eFER C qG 2868 PKT DR a 1 OP CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA 123 11 TO 12 BUILDING CODE (RESIDENTIAL). 121 � - - - � VAULTEDCLG (D \ / _ 1 125 (Z7 166 1251 WALL AND CEILING FINISHES SHALL HAVE A FLAME _jMASTER BATHEl SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A � a (�3W ¢ _ SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 105 FIBERGL. DOOR W/ 80 CLG GARAGE 20" HIGH TRANSOM ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTIMETER o z 0 MTL THRESH D 0 H WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT apillm EXCEEDING 450. 0 o a q 120 L 4F11 -iw 1 c7 FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED © INDEX OF NOT MORE THAN 450. w El n FN(2) SH 25 = STRUCTURAL NOTES > L 4118 5'-6" 6'-6" EQ EQ D14 6" 8" m o 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE O O 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3REINFORCING STEEL SHALL BE GRADE 60 OR BETTEW co .(10 4. CONCRETE COVER OVER REINFORCING STEEL: N (pENTR o A. FOOTINGS: 3" �-• m -r p 112 111111211 SH 2311911131B. BEAMS: 1 1/2" 0 C N 121 PORCH L_3 C. COLUMNS: 11/2" N D Y __ __ _ 1_11CLG _ _ 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED TI PROCTOR DENSITY .r\ a v M 0 _ _ _ _ _ _ _ 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER IDD < S THE FLORIDA BUILDING CODE 2017 EDITION D -a O = 104 1 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE NL p 0 FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES < 3 ® © 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING, REFER TO LINTEL SCHEDULE CD < p CDS 23 S 23 1 FOR ADDITIONAL INFORMATION. a r C L-3 L-3 d A4.00 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT Qo q m G' 6'-8" 9, U) 6'-8" 6'-2" 0' EQ EO 0' 6'-2° NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX o 1 A3.00 COATING OR BETTER = N s C STUCCO NOTES 2T-0" 12'-0" 64" 20'-0" STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ ASTM o C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. 61' 8" ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d �p 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. KEYNOTES FOR FLOOR PLAN DOOR & WINDOW BUCK FASTENING CUBIC VOLUME AREA CALCULATIONS ATTIC VENTILATION CALCULATION 23,490 CU FT. 101 MIRROR 112 WD BEAM ABOVE - REFER TO DETAIL 124 OPTIONAL LAUNDRY TUB DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH 102 ROD & SHELF 113 ARCHED PASS -THROUGH IN WALL 125 MEDICINE CABINET CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND 104 12N12" CONCRETE BLOCK COLUMN ON TOP OF 24" TALL 115 DOUBLE SINK & DISPOSAL 126 SUMMER KITCHEN W/ SINK & UNDER CABINET REFRIG. WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT 16"1 CONCRETE BLOCK BASE. PROVIDE (4) # 5 118 RANGE/ OVEN W/ EXHAUST HOOD 127 HATCH DENOTES 8"x16" POURED CONCRETE TIE BEAM REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT VERTICAL BARS IN GROUT FILLED CAVITY, 118 SPA WITH (4) @7 BARS INTO CONCRETE (THROUGH FRAME). BUCK SHALL 105 BEARING PARTITIONS W/ R-13 MIN. INSULATION IN WALL 119 PROVIDE SIMPSON HU210-2 HANGER W/ (18) 1/4"x 2 3/4" EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE W/ AMENDMENTS. REFER TO DETAIL TITENS TO CONS. @ (10) 10d NAILS TO BEAM 107 EDGE OF COFFER CEILING 920 KNEEWALL ABOVE BOND BEAM TO 1 V-0" 108 ELECTRIC METER 121 REFER TO GARAGE DOOR BUCK DETAIL 109 ELECTRIC PANEL 122 BOLLARD - REFER TO DETAIL 110 UPPER CABINETS 123 2'x4' PULLDOWN ATTIC ACCESS AIR CONDITIONED AREAS A/C LIVING 2,610 SF NON CONDITIONED AREAS GARAGE COVERED PORCH ENTRY PORCH 480 SF 324 SF 77 SF GROSS AREA GROSS AREA 3,491 SF 3,491 S.F. X ROOF PITCH MULTIPLIER 1.18 = 4,119.38 CUBIC FEET (WALKERS ESTIMATORS MANUAL) 4,119.38/ 150 = 27.46 S.F OF REQUIRED VENTILATION (SECTION 806 FLORIDA BUILDING CODE - RESIDENTIAL) USE 7" x 22" VENTS @ 8'-0" O.C. = 1.06 S.F. PER VENT ROOF PERIMETER OF 322 LINEAR FEET/ 8' = 40 VENTS 40 x 1.06 = 42.4 S.F. OF VENT AREA PROVIDED Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT SANDLIN RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT CONSTRUCTION OF FLORIDA INC CONSULTANTS REGISTRATION EL S 9 MICHAEL J SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SCANNED BY St. Lucie County ' SHEET TITLE / SHEET NUMBER FIRST FLOOR PLAN Al n00 PROJECT NUMBER DATE R18084 11/02/2018 FOUND PK NAIL & DISK mSTAMPED "PCP 2391" mac._ BENCHMARK NO. 1 MAGNETIC NAIL & DISK STAMPED "LB 7805" ELEVATION 22.83 FEET (NAVD 88), N89`5W32"E 516.10°- ti N0'03'28"W �Jtiti1' 30.00' FOUND 5/8" IRON ROD & CA6 NO IDENTIFICATION 0.46' SOUTH 2.06' EAST FENCE CO 2.4° EAST ATES 29 I ROD & J I tip, X I I I I I I I I I I I I I I i BENCHMARK NO. 2 a MAGNETIC NAIL & DISK STAMPED "LB 7805" ��ti zo ELEVATION 23.19 FEET (NAVD 88) RIGHT OF WAY LINE o xryryL�, ry+�ryryh 'Y'S. WAGONWHEEL LANE (66` RIGHT OF WAY) - 0(2) " N89`56'32"E (41' 7r - - -X - - ----x x-- X- - 10` P.U.E. (PER PLAT) PROPOSED CONC. PROPOSED 30'X50' SEPTIC DRAINFIELD AREA\ PVC FENCE — J PROPOSED CCNC, i � w Q J CD W o o a w Q N W V1 D_ o o 6- Of o a 0 ' 20ASPHALT PAVEMENT) ) N89'56°32'E 1663.91° xry (BEARING BASE) ti ti " ' FOUND 5/8" IRON ROD & CAP O�rye 8" � 8" yti° 8 Xti, NO IDENTIFICATION 0 5© ryry. rye' I, 4° PVC FENCE x�ryo tib�X ry FENCE CORNER 2.0° EAST I I I I I PROPOSED 14' CONC. DRIVEWAY 4' PVC FENCE I I I I I 178,59' hp PROPOSED 1 STORY XI C.B.S. RESIDENCE PROPOSED F.F.E. 24.90 FEET PROPOSED IRRIGATION LINE PROPOSED WATER SERVICE LINE 181.21' II I QPROPOSED IRRIGATION WELL X I e I ,ryry^d x`L^ x ry'L U7 PROPOSED POTABLE WATER WELL ry no Lo ''' LOT 10 N (VACANT) to o 1n I I I LOT 11 (VACANT) 10' D.E. (PER PLAT) ~1 I I a k XT I I I I I I I I I I I rye. I X I I I I I I 1 10' D.E. (PER PLAT) I I - k S89`54"39`°W 416 UU" ryb� o� FOUND 5/8-IRON ROD &CAP NCE CORNER 1.8° SOUTH 4 PVC FENCE FENCE CORNER 1.7' SOUTH NO IDENTIFICATION HORSE TRAIL COMMON AREA & 2.36' SOUTH STORM WATER MANAGEMENT COMMON AREA (PER PLAT) FOUND PK NAIL & DISK NO IDENTIFICATION CERTIFIED TO GRANDE CONSTRUCTION, INC. (NOT TO SCALE) LEGEND O.R.B. - OFFICIAL RECORDS BOOK CE- CENTERLINE P - PLAT M - MEASURED D - DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT C.B.S.- CONCRETE BLOCK & STUCCO `),- WOOD POWER POLE F-- GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD F.D.E.P.- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION P.U.E.- PUBLIC UTILITY EASEMENT ®- TELEPHONE PEDESTAL ELECTRIC VAULT IRRIGATION BOX 0- SET S MPE" IRON ROD &CAP D"LB7805" �- OAK TRCE DESCRIPTION GRAPHIC SCALE 40 0 40 ( IN F' F E T ) I inch = 40' ft. LOT 11, CARLTON COUNTRY ESTATES, ACCORDING TO MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE(S) 29 AND 30, INCLUSIVE, OF THE PUBLIC RECORDS OF 5T, LUCIE COUNTY, FLORIDA. FILE COPY O z 2 0 o (A � w C� w K w o O cc W = a a o ti vwi � w Z w c N m U w N Co N v Y a m o m O m z m Z Y m j3 Z ¢ w w R = x 3 C o 0 � O ^ 0 ro h 0 4j q SURVEYOR'S NOTES L) z w wfli Z 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE a v Q z AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, o w a o m 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH LLi THE 2011 ADJUSTMENT (NSRS 2011). V 3. THE CENTERLINE OF WAGONWHEEL LANE IS ASSUMED TO BEAR NORTH 89`56'32" EAST N AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. W Q la w 4. THE HORIZONTAL LOCATION OF NUN -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, 00 UNLESS NOTED OTHERWISE. CO) LL W 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 0 La 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. Z Q fY 7. OVERALL PARCEL CONTAINS 5.19 ACRES" MORE OR LESS. Lu = 8. FIELD SURVEY LAST CONDUCTED ON AUGUST 7, 2018. Ir J LLI 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING N W 0 PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR = Q PARTIES. V M Q 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, = Z d 0 -i OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. SCABN\NEID Q O N 1 1. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 5t. Lucie CQi11'i Q Z 12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA 0 0 Z HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY d :) MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 0 r r 0 12111CO250J, EFFECTIVE DATE OF FEBRUARY 16, 2012, THIS INFORMATION SHOULD BE E" 0 r Q CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. Q 00 Z W_ 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM Z r 0 V OF 1988 (NAVD 88) AND REFERENCE ST, LUCIE COUNTY BENCHMARK "DIXIE", HAVING AN ELEVATION OF 22.20 FEET, Z W J Q0LNN r MIN. SETBACK REQ. : Z FRONT 0 jr 0 SIDES m CNR SIDES REAR N 0 ZNG. Z d 4 SURVEYOR'S CERTIFICATE TECH. O U_Z I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND Q 0 CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND Z BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS Z OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS Q J AND MAPPERS ph! CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 0 CIVILSURV DESIGN GROUP, INC. SHEET NO. -------------- _____ 1_2-/ 1 -- ----- 1 BY: BRIAN C. KIERNAN DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER OF FLORIDA REGISTRATION NO. 6101 1 2,- Go 2,( �'2A�✓dam (� us,�2G�j'/ca'11�.0 FOUND PK NAIL 8c DISK STAMPED PCP 2391" NB9` BENCHMARK NO. 2 MAGNETIC NAIL & DISK BENCHMARK 1 MAGNETIC NAIL & DISK L � a � STAMPED "LB 7805" ,; �ti STAMPED "LB 7805' U.20` EAST `AHORSE TRAIL COMMON AREA & 2U STORM WATER MANAGEMENT COMMON AREA (PER PLAT) FOUND PK NAIL & DISK NO IDENTIFICATION LUUA I IUN MAI' (NOT TO SCALE) LEGEND O.R.B. - OFFICIAL RECORDS BOOK CENTERLINE P - PLAT M - MEASURED (((D - DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CLING- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT C.B.S.- CONCRETE BLOCK & STUCCO '0.- WOOD POWER POLE �- GUY ANCHOR C.C.R�- CERTIFIED CORNER RECORD F.D.E.P.- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION P.U.E.- PUBLIC UTILITY EASEMENT ® - TELEPHONE PEDESTAL ELECTRIC VAULT - IRRIGATION BOX 0- SET 9do 5 " IRON ROD CAP - STAMPED "LB 7805" OAK TREE ®- 2" WELL GRAPHIC SCALE 40 0 40 ( IN FEET ) 1 inch = 40` ft. } DESCRIPTION :,- LOT 11, CARLTON COUNTRY ESTATES, ACCORDING TO MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE(S) 29 AND 30, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 3. THE CENTERLINE OF WAGONWHEEL LANE IS ASSUMED TO BEAR NORTH 89`56'32" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT, 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. OVERALL PARCEL CONTAINS 5.19 ACRES, MORE OR LESS. 8. FIELD SURVEY LAST CONDUCTED ON JULY 3, 2019. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 1211 1 CO250J, EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE ST. LUCIE COUNTY BENCHMARK "DIXIE", HAVING AN ELEVATION OF 22.20 FEET. SCANNED BY St. Lucie COUnty CERTIFIED TO SURVEYOR'S CERTIFICATE GRANDE CONSTRUCTION, INC. I HEREBY CERTIFY THAT THE AS -BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID RUBIN L SANDLIN, SR. SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CENTERSTATE BANK CERTIFI' THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR FIRST INTERNATIONAL TITLE, INC. SURVEYS SET FOR"iii BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN FIRST AMERICAN TITLE INSURANCE COMPANY CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSURV DESIGN GROUP, INC. v N N N C7 U d N 00 z m w Y m m O O m z m Z w Y Co m U w w a w z 0 J ti U w w °D to v z o to II GO N r O � O ZZF �Q U z m lyj J 7 Z zi oU) a �m p W V CC H W N Q aW v) M LL W 0 WZ qZ� J = H Z W O W = 0 H �: M 11 Z a Q =o zOz� W 0 Z �'—U Cj)F_ 0 w U Z W J m o Q V Z O N M Oa L)Q Z W 0 Q J cc 0 'Iolts jot 0010� t �2/gir D BY: 'BRIAN C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 OF SIGNATURE SHEET NO. I OF I