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architect ■ FINNVOLD ARCHITECTURE, INC. 8000 N FEDERAL HWY SUITE 1 18 BOCA RATON, FL 33487 P 561.953.5200 F 561.953.5210 structural and MEP engineer CARL G. FORBES PE 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FL. 33069 P 954.682.6651 F 954.903.4284 carlforbes@bellsouth.net landscape consultant Grasshoppers Landscape and Design 10480 W Atlantic Ave Delray Beach, FL 33446 ph: 561 638 2356 Fax: 561 638 9704 Civil engineer Knight, McGuire & Assoc. Inc. 80 Royal Palm Pointe, suite 401 Vero Beach, FI. 32960 772-569-5505 GENERAL NOTES LOCATION MAP PROPERTY BOUNDARY PROPOSED BUILDING LOCATION ON PARCEL 12 ST. LUCIE COUNTY. FLORIDA FINNVOLD ARCHITECTURE, INC. HATCH AREA DENOTES PROPOSED LOT LOCATION FOR NEW HOME 01 GENERAL REQUIREMENTS 01 04 CLEANING AND WASTE MANAGEMENT 08 OPENINGS 09 06 CEMENTITIOUS COATINGS 01 01 GENERAL INFORMATION a. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM 08 01 OPENINGS a. ALL CEMENTITIOUS COATINGS TO BE 5/8" THICK MINIMUM, APPLIED IN 23 HEATING, VENTILATION, AND AIR CONDITIONING DAMAGE, SOILING, PAINT, OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT, A. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S SPECIFICATIONS b. TWO COATS, AND PAINTED CONTINUOUS EXPANSION JOINTS SHALL BE INSTALLED AT ALL AREAS OF 23 01 REFER TO MECHANICAL DRAWINGS FOR NOTES, REQUIREMENTS AND A. ALL WRITTEN DIMENSIONS & NOTES SHALL SUPERSEDE SCALE & GRAPHICS GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AN READY FOR PRIOR TO CONSTRUCTION OF SHELL. DISSIMILAR MATERIALS, MULTIPLE STORY PLATE LINES, OR NEW/EXISTING SPECIFICATIONS OCCUPANCY UPON COMPLETION OF THE PROJECT B. COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER Q3 CONCRETE B. ALL EXTERIOR WINDOWS AND DOORS SHALL BE APPROVED HURRICANE WINDOWS & DOORS, CONSTRUCTION JOINTS. PER OR CONTRACTION JOINTS SHALL BE OR WILL HAVE AN APPROVED HURRICANE SHUTTER C. ASTM C 1063, EXPANSION AND 26 ELECTRICAL C. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE 03 01 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND PROTECTION INSTALLED IN WALLS NOT MORE THAN 144 S.F. IN AREA AND NOT MORE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SPECIFICATIONS THAN 100 S.F. IN ALL HORIZONTAL APPLICATIONS. THE DISTANCE 26 01 REFER TO ELECTRICAL DRAWINGS FOR NOTES, REQUIREMENTS AND SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND C. WINDOW AND DOOR BUCKS ARE CONSIDERED AS FILLERS AND THE WINDOW BETWEEN JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A SPECIFICATIONS PROGRAMS IN CONNECTION WITH THE WORK, AND THE ARCHITECT WILL NOT AND/OR DOOR SHALL BE SECURED TO THE STRUCTURE THROUGH THE LENGTH —TO —WIDTH RATION OF 2-1/2 TO 1 BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK 04 MASONRY BUCKS IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT APPROVAL 26 02 ALL ENERGY STAR APPLIANCES. FINAL SELECTION AND PURCHASE TO IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT AND SPECIFICATIONS 10 SPECIALTIES BE COORDINATED KITH OWNER. BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR 04 01 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND 10 01 INSTALLATION: ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE OMISSIONS OF THE CONTRACTORS,SUBCONTRACTORS OR ANY OF THEIR SPECIFICATIONS D. GLASS IN INTERIOR DOORS AND/OR SIDELIGHTS SHALL BE TEMPERED AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND 28 ELECTRONIC SAFETY AND SECURITY WORK. E. ALL EXTERIOR DOORS AND DOORS INTO GARAGE SHALL HAVE WEATHER APPROVED INSTALLATION DRAWINGS STRIPPING AND METAL THRESHOLD 28 01 SECURITY SYSTEMSSHALL BE COORDINATED WITH HOMEOWNER, D. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO ANY CONSTRUCTION AND 05 METALS 11 EQUIPMENT PERMIT IS BY OTHRS. CONTRACTOR TO COORDINATE PREP WORK NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 05 01 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT F. REFER TO DOOR & WINDOW SCHEDULES FOR ADDITIONAL INFORMATION & 11 01 RESIDENTIAL APPLIANCES: REFER TO PLAN FOR QUANTITY AND LOCATION AND INSTALLATION E. CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO ANY WORK IF FIELD OR FOR REVIEW AND APPROVAL OF STRUCTURAL METAL SPECIFICATIONS AND COORDINATE WITH OWNER FOR APPLIANCE (MODEL) SELECTION 31 EARTH WORK SITE CONDITIONS PROHIBIT EXECUTION OF DETAILS AND PLANS AS PERMITTED. 09 FINISHES 31 01 EARTHWORK 09 01 REFER TO FINISH SCHEDULES FOR MANUFACTURER, LOCATIONS, AND F. ARCHITECTURAL DWGS. SHALL BE USED IN CONJUNCTION WITH STRUCTURAL, 06 WOOD, PLASTICS AND COMPOSITES COLORS OF FINISHES. ARCHITECT WILL COORDINATE COLOR SELECTIONS a. PERFORM ALL WOF� IN IN T HIS SECTION IN CONFORMANCE WITH THE MECHANICAL, ELECTRICAL PLUMBING & SITE SPECIFICATIONS DWGS SUCH AS 06 01 ALL WOOD IN CONTACT W/MASONRY OR STEEL TO BE PRESSURE AND FIXTURE SELECTIONS PRIOR TO CONSTRUCTION 12 FURNISHINGS FINAL SOILS, COMR1CAND GEOLOGICAL REPORTS CIVIL, SURVEY, SOIL TEST AND SITE PLAN. TREATED 12 01 MANUFACTURED WOOD CASEWORK 06 02 SHOP FABRICATED WOOD TRUSSES 09 02 GYPSUM BOARD ASSEMBLIES a. REFER TO PLANS FOR SIZES AND LOCATIONS b. FOUNDATIONS SHAL BE MONOLITHIC OR SPREAD FOOTINGS BASED G. UNLESS SITE SPECIFICATIONS ARE PROVIDED ARCHITECTURAL DWGS WILL BE A. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT FOR b. ALL CABINETRY BOXES AND DOORS TO BE CONSTRUCTED OF PLYWOOD ON A SOIL BEARIN CAPACITY OF 2500 PSF. FINAL WRITTEN VOIDED. REPEATING OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF REVIEW AND APPROVAL A. STANDARDS: ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE OR HARDWOOD VERIFICATION SHAL BE SENT TO THE OWNER AND ARCHITECT PRIOR FINNVOLD ARCHITECTURE INC. IS UNLAWFUL AND WILL BE SUBJECT TO LEGAL "AMERICAN TO THE START OFCONSTRUCTION RECOURSE (INCLUDED BUT NOT LIMITED TO: REPEAT FEES, FINES, LITIGATION B. COMPONENT AND CLADDING PRESSURE IS RECOMMENDED FOR WITH THE STANDARD SPECIFICATIONS FOR THE 31 02 SELECTIVE TREE AID SHRUB REMOVAL FEES, ETC.) WIND PRESSURES FOR TRUSS DESIGN. TRUSS ENGINEER IS APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED 12 02 COUNTERTOPS: REFER PLANS FOR COUNTER TOP AND BACK SPLASH a. WHEN CLEARING POPERTY, DO NOT DISTURB NATVE TREES RESPONSIBLE FOR THE PERFORMANCE OF THE TRUSS SYSTEM BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION. SIZES AND LOCATIONS. COORDINATE WITH MANUFACTURER SPECS. C WITH A TRUNK F 6` OR GREATER, UNLESS IN THE H. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE APPLICABLE HEREOF ARE HEREBY MADE A PART OF THIS FOOTPRINT OFTHE FOUNDATICJ CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY ANE C. ANCHORS AT WALLS AND SUPPORTS SHALL BE AS SPECIFIED IN SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE COUNTY BUILDING ZONING ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY U THE STRUCTURAL DRAWINGS, DO NOT USE UPLIFT REACTIONS CALLED FOR IN THIS SPECIFICATION, IN LOCAL CODES, OR BY THE 31 03 FILL COMPACTION AND FIRE CODES THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS FROM TRUSS CALCULATIONS FOR CONNECTORS MANUFACTURER OR THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS 22 PLUMBING a. FOLLOWING SOIL RPORT FOR SPECIFIC DETAILS AND INFORMATION AND THE CONSTRUCTION DOCUMENTS AND BRING ANY CONCERNS TO THE SHALL BE FOLLOWED. REGARDING THIS SITE. FILL SHALL BE CLEAN, WELL GRADED SAND ATTENTION OF THE ARCHITECT_ 22 01 REFER TO PLUMBING DRAWINGS FOR NOTES, REQUIREMENTS AND MATERIAL FILL SHAL BE PLACED IN LJFTS OF NOT MORE THAN 12" 07 THERMAL AND MOISTURE PROTECTION B. ALL GYPSUM BOARD SHALL BE 5/6" THICK, FINISHED AND PAINTED SPECIFICATIONS AND COMPACTED TJ 95% MODIFIED PROCTOR (ASTM 01557). AT ALL BATHROOMS TO HAVE DENSESHIELD OR DENSARMOR MOISTURE 22 02 RESIDENTIAL PLUMBING FIXTURES LEAST ONE DENSIT TEST SHALL BE MADE PER 2500 S.F. OF 01 02 SHOP DRAWINGS, PROJECT DATA AND SAMPLES 07 01 REFER TO ENERGY CALCULATIONS FOR MINIMUM REQUIRED RESISTANT BOARD THROUGHOUT AND REDGUARD WATERPROOFING OR A. REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS COMPACTED AREA VERIFY WITH SOIL REPORT). THE RESULTS OF A. THE CONTRACTOR SHALL SUBMIT (3) THREE COPIES OF REVIEWED AND R—VALUES, SHGC AND SC OF BUILDING INSULATION EQUAL B. FIXTURES ARE SELECTED WITH HOMEOWNER PROCTOR TEST(S) WD FIELD DENSITY TEST(S) SHALL BE FURNISHED STAMPED SHOP DRAWINGS OF ALL FABRICATED ITEMS AND EQUIPMENT FOR C. AIR HANDLER CLOSETS SHALL HAVE DENSARMOR BOARD ON INSIDE TO THE ARCHITECT,`ENGINEER THE ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT WITH THE WORK ULATION SHALL BE R-30 MIN. CONTRACTOR TO 09 03 NON STRUCTURAL METAL STUD FRAMING: METAL STUDS SHALL BE 25 GA. 22 03 RESIDENTIAL GAS APPLIANCES 33 UTILITIES TE ENERGY CALCULATIONS WITH REQUIRED INSULATION A, REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS B. ALLOW 14 DAYS FROM ARCHITECT'S RECEIPT OF SHOP DRAWINGS FORMINIMUM, CL SPACED AT 16" O.C.B. FIXTURES ARE SELECTED WITH HOMEOWNER33 REVIEW TIME LIQUID FLASHING AS REQUIRED TO ALL NEW OPENINGS 09 04 ALL TILES OR STONE IN BATHROOMS SHALL HAVE A SLIP RESISTANT 01 UTILITIES: CONTRACTOR TO COORDINATE REQUIREMENTS WITH UTILITY, GAS AND SEPTIC COMPANIES PRIOR TO CONSTRUCTION. O1 03 TEMPORARY EROSION AND SEDIMENT CONTROL LATION R:4.1 MIN. COEFFICIENT 0,6 MIN. (WHEN WET) AND BASE MATERIAL CONTRACTOR TO VERIFY CONDITIONS AND LOCATION PRIOR ANY A. CONTRACTOR MAINTAIN SILT FENCE DURING CONSTRUCTION, AND REMOVE WORK PERFORMED. FROM THE PROPERTY WHEN CONSTRUCTION IS COMPLETE 09 05 PAINTING: ALL STUCCO AND GYPSUM BOARD SURFACES SHALL BE PAINTED WITH BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT. B. REFER TO SITE PLAN FOR SILT FENCE DETAILS 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALLDESIGNSAND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE I (ABLE FOR TI IF FIJI I EST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 0 REVISION 5.15.17 PER BLDG DEPT.COMMENTS CONSULTANTS COVER LEGAL DESCR/PT/ON PARCEL 1: OVERALL PARCEL THE SOUTHEAST ONE -QUARTER (SE 114) OF THE SOUTHEAST ONE-OUARTER (SE 114) OF SECT/ON 24, TOWNSHIP 36 SOUTH, RANGE 38 CAST. AND ALL THAT PART OF THE NORTHEAST ONE-OUARTER (N£ 114) OF THE SOUTHEAST ONE -QUARTER (Sc 114) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LYING SOUTH OF THE CENTERLINE OF THE PRESENTLY EXISTING DRAINAGE CANAL. LESS AND EXCEPT THE EAST 70.00 FEET AS CONVEYED TO ST. LUCIE COUNTY, A POUT/CAL SUBDIVISION OF THE STATE OF FLORIDA BY VIRTUE OF THE SPEC/AL WARRANTY DEED RECORDED OCTOBER 29, 2008, IN OFFICIAL RECORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. PARCEL 2.- THE EAST ONE-HALF (E 112) OF THE SOUTHWEST ONE -QUARTER (SW 114), THE SOUTHWEST ONE -QUARTER (SW 114) OF THE SOUTHEAST ONE-OUARTER (SE 114) AND THAT PART OF THE NORTHWEST ONE -QUARTER (NW 114) OF THE SOUTHEAST ONE -QUARTER (SE 114) LYING WEST OF THE CENTERLINE OF THE PRESENTLY EXISTING ROAD, ALL /N SECT/ON 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST. AND ALL THAT PART OF THE NORTHWEST ONE-OUARTER (NW 114) OF THE SOUTHEAST ONE -QUARTER (SE 114) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LYING SOUTH OF THE CENTERLINE OF THE EXISTING CANAL. PARCEL J. A PARCEL OF LAND BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (NE 114), RUN EAST 100 FEET,° THENCE SOUTH TO THE CENTERLINE OF THE EXISTING ROAD, THENCE ALONG THE CENTERLINE OF THE EXISTING ROAD TO THE SOUTH LINE OF THE ONE-OUARTER (114) SECTION, • THENCE WEST TO THE CENTER OF THE SECT/ON; THENCE NORTH TO THE POINT OF BEGINNING, ALL IN SECT/ON 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, LESS THE RIGHT-OF-WAY FOR CANAL C-24. PARCEL 4: ALL OF SECT/ON 25, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THE EAST 70.00 FEET AS CONVEYED TO ST. LUCIE COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA BY VIRTUE OF THE SPEC/AL WARRANTY DEED RECORDED OCTOBER 29, 2008, IN OFFICIAL RECORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL 5.' THE WEST 1917.9 FEET OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LESS THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST THENCE RUN NORTH 89'34'08" EAST, ALONG THE SECTION LINE, 1858.90 FEET; THENCE FOLLOWING THE TOP . OF THE DIKE ADJAC ENT TO A CITRUS GROVE RUN THE FOLLOWING COURSES AND DISTANCES SOUTH 00'4536" EAST 897.42 FEET- SOUTH 53023'40" WEST 76.67 FEET- SOUTH 67'35'50" WFST 338.81 FEET; SOUTH 33'38'40" WEST 107.30 FEET; SOUTH 2400745" WEST 363.57 FEET; SOUTH 01'57'45" WEST 176. 10 FEET- SOUTH 02'5146" EAST 601.78 FEET; SOUTH 56'11'50" WEST 99.95 FEET; SOUTH 79'5/ 40" WEST 521.64 FEET; SOUTH 00'39'20" WEST 718.55 FEET; SOUTH 30'20'19" WEST 239.78 FEET; SOUTH 72'41'50" WEST 347.84 FEET- NORTH 50026'10" WEST 288.41 FEET TO A POINT ON THE WEST LINE OF AFORESAID SECTION 35; THENCE NORTH 00'33'30" WEST, ALONG THE SECTION LINE, 3249. 12 FEET TO THE POINT OF BEGINNING. PARCEL 6. ALL OF SECT/ON 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE FOLLOWING: THE WEST 1917.9 FEET OF SAID SECTION. PARCEL 7.• THE NORTH ONE -EIGHTH (N 118) OF THE SOUTH ONE-HALF (S 112) AND ALL OF THE NORTH ONE-HALF (N 112) OF SECT/ON 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 8.' ALL OF SECTION 2, TOWNSHIP 37 SOUTH, RANGE 38 EAST, LESS THE SOUTH ONE-HALF (S 112) OF THE SOUTH ONE-HALF (S 112) (EXCEPT THE EAST 100 FEET LYING NORTH OF GLADES CUT-OFF ROAD) AND LESS THE WEST 1917.9 FEET THEREOF, ST. LUCIE COUNTY, FLORIDA. PARCEL 9: THE WEST 1917.9 FEET OF THE NORTH THREE-QUARTERS (N 314) OF SECT/ON 2, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 10.• THE NORTH ONE-HALF (N 112) OF THE SOUTH ONE-HALF (S 1/2) OF THE SOUTHWEST ONE -QUARTER (SW 114) OF SECTION 2, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 11: THE NORTH ONE-HALF (N 112) OF THE SOUTHEAST ONE -QUARTER (SE 114) OF THE SOUTHEAST ONE -QUARTER (SE 114), OF SECTION 3, TOWNSHIP 37 SOUTH, RANGE 38 EAST, Sr LUCIE COUNTY, FLORIDA Z PARCEL 12. THE NORTHEAST ONE -QUARTER (NE 114) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LESS AND EXCEPT THAT PART OF THE WEST ONE-HALF (W 112) OF THE NORTHEAST ONc-OUARTER (NE 114) OF SAID SECT/ON 24, LYING WEST OF THE CENTERLINE OF THE EX/STING ROAD, AND LESS AND EXCEPT THAT PART OF THE NORTHEAST ONE -QUARTER (NE 114) OF SAID SECTION 24 LYING WITHIN THE RIGHT OF WAY OF DIVERS/ON CANAL C-24, AND LESS AND EXCEPT THE EAST 70.00 FEET AS CONVEYED TO ST. LUCIE COUNTY, A POLITICAL SUED/VISION OF THE STATE OF FLORIDA BY VIRTUE OF THE SPEC/AL WARRANTY DEED RECORDED OCTOBER 29, 2008, /N OFFICIAL RECORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH THAT PART OF THE NORTH ONE-HALF (N 112) OF THE SOUTHEAST ONE -QUARTER (SE 114) OF SAID SECT/ON 24, LYING EAST OF THE CENTERLINE OF THE EX/STING ROAD AND NORTH OF THE CENTERLINE OF THE EX/STING CANAL. PARCEL 13.• THE FOLLOWING DESCRIBED REAL PROPERTY, LESS AND EXCEPTING THEREFROM THE WEST 128 ACRES THEREOF, HERETOFORE CONVEYED TO ✓AMES L. DAVIS, AS TRUSTEE, BY SPECIAL WARRANTY DEED RECORDED IN O.R. BOOK 1626, PAGE 244, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 00'09'38" WEST, ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 92244 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 89'01 44" WEST, A DISTANCE OF 330.06 FEET; THENCE RUN SOUTH 00'09'38" EAST, A DISTANCE OF 829.01 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF GLADES CUT-OFF ROAD; THENCE RUN SOUTH 4446'00" WEST ALO NG SAID RIGHT OF WAY LINE, A D/STANCE OF 3 380.72 FEET, THENCE RUN NORTH 00'0938" WEST, A DISTANCE OF 4649.00 FEET.' THENCE RUN NORTH 89'52'09" EAST, A DISTANCE OF 271Z48 FEET TO THE EAST LINE OF SECT/ON 36; THENCE RUN SOUTH 00009'38" EAST ALONG THE EAST LINE OF SAID SECT/ON 36, A DISTANCE OF 1431.54 FEET TO THE POINT OF BEGINNING; ALL LYING AND BEING IN SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST AND SECT/ON 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, ALL LESS ANY EXISTING ROAD, CANAL AND RAILROAD RIGHTS OF WAY, AND ALL LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. PARCEL 14: THE SOUTH 112 LESS THE NORTH 118 AND LESS THE EAST 2717.48 FEET OF SECT/ON 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, AND ALL THAT PART OF THE WEST 112 LYING NORTHWESTERLY OF STATE ROAD 709 (GLADES CUT-OFF ROAD), SECTION 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, AS DESCRIBED IN O.R. BOOK 587, PAGE 1117, OF THE PUBLIC PECORDS OF ST. LUCIE COUNTY, FLORIDA. LEGAL DESCR/PT/ON CONTO_ PARCEL 15.• THE WEST 128 ACRES OF THE FOLLOWING DESCRIBED PARCEL OF REAL PROPERTY.- COMMENCE AT THE SOUTHEAST CORNER OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 00'0938" WEST, ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 922.44 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 89001'44" WEST, A DISTANCE OF 330.06 FEET; THENCE RUN SOUTH 00'09'38" EAST, A DISTANCE OF 829.01 FEET TO THE NORTHWESTERLY RIGHT -OF- WAY LINE OF GLADES CUT-OFF ROAD; THENCE RUN SOUTH 44'46'00" WEST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 3380.72 FEET,- THENCE RUN NORTH 00'09'38" WEST, A DISTANCE OF 4649.00 FEET- THENCE RUN NORTH 89'52'09" EAST, A DISTANCE OF 2717.48 FEET TO THE EAST LINE OF SAID SECTION 36; THENCE RUN SOUTH 00009'38" EAST ALONG THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 1431.54 FEET TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, AND SECTION 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST, COMPRISING 200 ACRES MORE OR LESS, AS DESCRIBED IN O.R. BOOK 1626, PAGE 244, OF THE PUBLIC RECORDS OF Sr. LUCIE COUNTY, FLORIDA, ALL LESS ANY EXISTING ROAD, CANAL AND RAILROAD RIGHTS -OF -WAY, AND ALL SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. [PARCELS 14 AND 15) BEING ALSO DESCRIBED AS f=O*M COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 1, TOWNSHIP 37 SOUTH, RANGE 38 EAST THENCE NORTH 00'19'30" WEST, ALONG THE WEST BOUNDARY OF SAID SECTION 1, A DISTANCE OF 614.85 FEET TO THE NORTHWESTERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD (STATE ROAD 709) AND THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE CONTINUING NORTHERLY ALONG THE SAID WEST BOUNDARY OF SECTION 1, BY THE FOLLOWING COURSES AND DISTANCES: THENCE CONTINUE NORTH 00'f9;i0" WEST, A DISTANCE OF 2,020.44 FEET- THENCE NORTH 00'03'51 " WEST, A DISTANCE OF 2,798.84 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST; THENCE NORTH 00055 25" WEST, ALONG THE WEST LINE OF AFORESAID SECTION 36, A DISTANCE OF 2,255.29 FEET TO THE SOUTH LINE OF THE NORTH 118 (ONE -EIGHTH) OF THE SOUTH 112 (ONE-HALF) OF SAID SECTION 36; THENCE NORTH 89'59'38" EAST, ALONG LASTLY SAID LINE, A DISTANCE OF 3,867.02 FEET TO THE EAST LINE OF THE WEST 128.00 ACRES OF THOSE LANDS DESCRIBED IN O.R. BOOK 1626, PAGE 244, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA; THENCE SOUTH 00'08'49" EAST, ALONG THE SAID EAST LINE, A DISTANCE OF 3,219.16 FEET TO THE SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD (STATE ROAD 709); THENCE SOUTH 44'46'03" WEST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 5,430.50 FEET TO THE POINT OF BEGINNING. PARCEL /6: EAST 112 OF SECTION 23, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THE SOUTH 845 FEET THEREOF. PARCEL 17: EAST 112 OF SECTION 26, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH THE SOUTH 845 FEET OF THE EAST 112 OF SECTION 23, TOWNSHIP 36 SOUTH, RANGE 38 EAST, Sr. LUCIE COUNTY, FLORIDA. - 28 27 - - 33 34 I 15 -Ji CANAL 22�23 I I 22 23 27 26 I 27' 26 z� 35 I 33 34 34 4 3 3 I� 4 9 10 10 1 I3 4 13 23 24 24 23 Ir 24 24 267 25 25 OEVEL OPMENT SITE ?3so2 42 sQvaR� F ET OR 7 _ 97 AC 26 25 25 35 36 36 OVERALL PAI/4CEL 372y�,40 AC — I I 35 35 36 2 2 1 I I pP� R i 2 1 11 � 1> 12 KEY SH ET SCALE I" = 2000' LEGAL DESCR/PT/ON CONTD_ PARCEL 18: BEING A PARCEL OF LAND LYING /N SECTIONS 34 AND 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST, Sr LUCIE COUNTY, FLORIDA, THE BOUNDARY OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST; THENCE RUN NORTH 89'34'08" EAST, ALONG THE SECTION LINE, 1858.90 FEET' THENCE FOLLOWING THE TOP OF A DIKE ADJACENT TO A CITRUS GROVE RUN THE FOLLOWING COURSES AND DISTANCES: SOUTH 00045'36" EAST 897.42 FEET, SOUTH 53'23'40" WEST 76.67 FEET- SOUTH 67'35'50" WEST 338.81 FEET; SOUTH .%i'38'40" WEST 107.30 FEET- SOUTH 24'0745" WEST 363.57 FEET; SOUTH 01'57'45" WEST 176.10 FEET, SOUTH 02051'46" CAST 601.78 FEET- SOUTH 56,1250" WEST 99.95 FEET' SOUTH 79'5/40" WEST 521.64 FEET- THENCE LEAVING SAID DIKE, THENCE NORTH 81'21' WEST 45.67 FEET,- THENCE RUN NORTH 62.24' WEST 253.70 FEET, • THENCE NORTH 64 25" WEST 282.25 FEET; THENCE SOUTH 70000' WEST 179.79 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SAID SECTION 35, SAID POINT RANGING SOUTH 00'33'30" EAST A DISTANCE OF 2219.17 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 35, THENCE ENTERING SECTION 34, RUN SOUTH 70.00' WEST 182.20 FEET- THENCE SOUTH 77.43' WEST 285 FEET TO A POINT ON THE CENTERLINE OF A 50 FOOT WIDE DRAINAGE AND ACCESS EASEMENT; THENCE FOLLOWING SAID CENTERLINE OF EASEMENT, RUN NORTH 13'17'15" WEST 60.04 FEET; THENCE NORTH 00,37' EAST 1602.40 FEET, THENCE NORTH 35'17'30" EAST 736.75 FEET, MORE OR LESS, TO A POINT ON THE EAST LINE OF SECTION 34; THENCE RUN NORTH 00'33'30" WEST, ALONG THE SECTION LINE, 80 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IN, OVER AND ACROSS THE NORTH 60 FEET OF SECTION 34, TOWNSHIP 36 SOUTH, RANGE 38 EAST. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR DRAINAGE PURPOSES OVER THE WEST 50 FEET OF SECTION 26, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 19. THAT PART OF THE SOUTH 922.26 FEET OF THE EAST 330 FEET OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LYING NORTHERLY OF GLADES CUTOFF ROAD. SUCH PROPERTY BEING ALSO DESCRIBED AS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE NORTH 00'0847" WEST ALONG THE EAST LINE OF SECTION 36, A DISTANCE OF 431.22 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD S-709 (BEING 150.00 FEET IN WIDTH AND ALSO KNOWN AS GLADES CUT-OFF ROAD), THENCE CONTINUE NORTH 00'08'47" WEST, ALONG SAID EAST LINE OF SECTION 36, A DISTANCE OF 491.22 FEET TO THE NORTH LINE OF THE SOUTH 922.26 FEET OF SECT/ON 36; THENCE NORTH 89000'53" WEST A DISTANCE OF 330.06 FEET TO THE WEST LINE OF THE EAST 330.00 FEET OF SECTION 36; THENCE SOUTH 00'08'47" EAST, ALONG THE WEST LINE OF THE EAST 330.00 FEET OF SECTION 36, A DISTANCE OF 828.71 FEET TO THE AFORESAID NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD S-709; THENCE NORTH 44'46'11 " EAST, ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 467.37 FEET TO THE POINT OF BEGINNING. W. 19 w: LEGAL DESCR/PT/ON M0EVEL0PMEN7- PARCEL BEING A PARCEL OF LAND LYING /N THE NORTHEAST ONE QUARTER OF SECT/ON 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 24, THENCE SOUTH 01'07'06" WEST ALONG THE EAST LINE OF SAID NORTHEAST ONE QUARTER OF SAID SECTION 24, A DISTANCE OF 70.82 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF THE C-24 CANAL; THENCE NORTH 89'58'02" WEST ALONG SAID SOUTH RIGHT OF WAY, 70.Of FEET; THENCE CONTINUE NORTH 89'58'02" WEST ALONG SAID SOUTH RIGHT OF WAY, 2609.11 FEET TO A POINT ON THE WEST OF SAID NORTHEAST ONE ES LINE QUARTER OF SAID SECTION 24; THENCE SOUTH 00'26109" WEST ALONG SAID WEST LINE, 722.29 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88'30'17" EAST, 929.64 FEET; THENCE SOUTH 05'f0'53" WFST, 918.25 FEET. THENCE NORTH 89'33'51 " WEST, 853.52 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST ONE OUARTER OF SAID SECTION 24, THENCE NORTH 00 26'09" EAST ALONG SAID WEST LINE, 932.29 FEET TO THE POINT OF BEGINNING. LSQENO AC. = ACRES R = ARC RADIUS CONC. = CONCRETE L = ARC LENGTH CUP = CORRUGATED METAL PIPE A = DELTA (D) = DEED X = BARBED WIRE FENCE DE = DRAINAGE EASEMENT $- = CONCRETE POWER POLE ESMT. = EASEMENT ELC = ELECTRIC METER FPL = FLORIDA POWER AND LIGHT E = GUY WIRE ANCHOR FND. = FOUND / = HOG WIRE FENCE LB = LICENSED BUSINESS o,ve= OVERHEAD ELECTRIC LF = LINEAR FEET v� = WELL MON. = MONUMENT `o = WOOD POWER POLE ORB = OFFICIAL RECORDS BOOK (P) = PLAT + = FOUND SECTION CORNER PG. = PA POB = POINT AND PLACE OF BEGINNING + = SECTION CORNER NOT FOUND LOCATION CALCULATED POC = POINT OF COMMENCEMENT ►mo = FOUND QUARTER CORNER RGE. = RANGE SEC. = SECT/ON D<1 = OUARTER CORNER NOT FOUND LOCATION CALCULATED SFWMD = SOUTH FLORIDA WATER MANAGEMENT DISTRICT ® = SET 518" IRON ROD & CAP SR = STATE ROAD 'FRS LB #424 f " TWN. = TOWNSHIP ® = SET MAG NAIL & WASHER "FRS LS ,F4241 " C-24 CANAL ROAD sub✓ECT LOCAT/ON MAP NOT TO SCALE REFERENCE AffA TER/AL 1. BOUNDARY SURVEY OF C-24 CANAL BY MACTEC, DATED 10125105. OFF. NO. 6374030162. 2. BOUNDARY SURVEY BY GCY, INC. FOR GINN-LA WSL LTD., DATED 7113104 DRAWING NO. 04-1039-04-01. J. BOUNDARY & TOPOGRAPHIC SURVEY BY GCY INC. FOR D'ALBORA GROVES AT STARK RANCH, GINN-LA WSL LTD, LLLP. DATED 11123107, DRAW/NG NO. 04-1039-12-37. 4. BOUNDARY SURVEY BY GCY INC. FOR GINN-LA WSL LTD, DATED 10123107, DRAWING NO. 04-1039-12-38. 5. CENTRAL AND SOUTHERN FLORIDA FLOOD CONTROL DISTRICT, CANAL 14 RIGHT OF WAY & TOPO MAP C-24-3 DATED 1122157, LAST REVICED 9124182. 6. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP STATE ROAD 5-709 "GLADES CUT-OFF ROAD" SECTION 94636-2602, DATED 7115170. URVEYOR'S NOTE I. BEARINGS SHOWN HEREON REFER TO THE WEST RIGHT OF WAY LINE OF THE GLADES CUT-OFF ROAD (COUNTY ROAD 709). LINE /S SAID TO BEAR SOUTH 44'46'11 " WEST, STATE PLANE GRID SYSTEM. ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). J. HORIZONTAL AND CONTROL: NATIONAL GEODETIC SURVEY (NGS) MONUMENTS USED FOR THIS SURVEY ARE DESIGNATIONS "CHIP" (P/D AA7677) AND 'BOB" (PID A82474). COORDINATES SHOWN HEREON ARE ON A STATE PLANE AND 8312011 ADJUSTED DATUM. CHIP: 27'1739.68227" (N) BOB. 27'20'16.86824" (N) 080'28'56.83065" (W) 080'3246. 14641 " (W) N 1, 076, 522.208 N 1, 092, 314.494 £ 824,250.448 E 80505.009 ELEV = 23.75 (NAVD88) ELEV = 28.48 (NAVD88) 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS FIRM FOR RIGHT-OF-WAY, EASEMENTS. OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD THAT MAY AFFECT THE SUBJECT SITE. 5. ALL DISTANCES AND BEARINGS SHOWN HEREON ARE GRID DISTANCES AND GRID BEARINGS AND ARE SHOWN IN U.S. SURVEY FEET. 6. THIS SURVEY WAS PERFORMED UTILIZING TRIMBLE REAL TIME KINOMATIC GPS (RTK GPS) SURVEY EOUIPMENT FOR THE HORIZONTAL AND VERTICAL INFORMATION SHOWN HEREON. 7. 1 HAVE REVIEWED SURVEY RELATED ITEMS FROM SCHEDULE "B//" OF THE POLICY BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NO. FTPA 15-08910, EFFECTIVE DATE OCTOBER 13, 2015 AT 8:00AM AND ALL EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD DISCLOSED THEREIN ON THIS SURVEY. 8. THE INTERIOR FENCES, CULVERTS, CANALS, DITCHES AND OTHER IMPROVEMENTS ARE NOT SHOWN AT THE REQUEST OF THE CLIENT. 9. DEED BOOK 246, PAGE 657 PLACES A FLORIDA POWER AND LIGHT EASEMENT OVER POLES "TO BE INSTALLED AND SURVEYED BY THE COMPANY ENGINEER" IN PARCELS 1, 2, 3, AND 12 NO DESCRIPTION OR MAP RECORDED WITH SAID DEED BOOK. OFFICIAL RECORD BOOK 213, PAGE 473 CREATES A 10' WIDE EASEMENT WITH 5' X 20' ANCHOR EASEMENT COVERING THE EXISTING POLES IN PARCELS 1, 2, 3 AND 12. SEE SURVEY FOR POLE LOCATIONS. 10. OFFICIAL RECORD BOOK 77, PAGE 373 GRANTS AN EASEMENT OF RIGHT OF WAY GRANTED BY MORTGAGOR BRIAN K. MCCARTY ON A EASEMENT AGREEMENT DATED DECEMSER LOTH, 1963. SAID AGREEMENT NOT RECORDED WITH THIS DOCUMENT THEREFORE MAKING IT UNPLOTTABLE. 11. FOR OVERALL BOUNDARY INFORMATION SEE THE BOUNDARY SURVEY PREPARED BY F.R.S. AND ASSOCIATES, INC TITTLE "BOUNDARY SURVEY OF GINN RANCH FOR LA POTENC/A, LLC" JOB NUMBER 15-015, UPDATED JUL Y 25, 2016. LAND U S RVEY OR S STATEMENT WE HEREBY STATE THAT THE MAP O<" SURVEY SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE PROPERTY DESCRIBED IN THE CAPTION THEREOF, MADE UNDER OU,4 DIRECT/ON, AND IS ACCURATE TO THE BEST OF OUR KNOWLEDGE AND BELIEF. THE UNDERSIGNED HEREBY CERTIFIES THAT THIS SURVEY MEETS THE TECHNICAL STANDARDS SET FORTH IN CHAPTER 5J-17, F.A.C. AS THEY PERTAIN TO A "BOUNDARY SURVEY" ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVVALIDEYORS & UNLESS SEALED MAPPERS,PURSUANT SURA SURVEYOR'S EMBOSSES Sf is L'11'A74D �J169G TES. NOT THIS PE w F.R.S.. & A.S80CIATES. INC. GARY P. WILLIAMS G/STEREJ LAND SURVEYOR STATE FLORIDA CERTIFICATE NUMBER 4817 FOR THE FIRM 10 UN � N Z0:LLI C w I d M 00 yao�M^0 LWizDa�T r z u) m Q Q Z�}0x UQ N?i L li OOxaQ� 3 w r 3 >-Qam I 00 QLi X0>_j �NFNH� a N�UN3�3 w ,Z� w M li z J U = a I 0 Z MQM r W Z Z ai � >0 IL 0 F a F - W W a W Q F L y Z 3 m W a Z W } 0 .J W W 0 z z O v) w h 0 a M o N co oof DRAWN BY: D.KUPSICK 3 APPROVED BY: G.P.WILLIAMS a SCALE: AS SHOWN E DATE: 3/03/17 0 FIELD BOOK/PAGES G-6, 2-5 s' U JOB NUMBER: D 1 5-01 5E3 z 3 SHEET:D oa` 11 OF 7 OHE X 24" CUP FENCE RE N /NV. =16.8 105. 1 'S, 73.81E; 5 INV= 17.7 .. ! • * TOP OF 36 "RISER " EL=21.5 i A 2 H v h + Q N , o N 0 3 Z � o� p - 2 + Z 1§ r h Y *;e6 x I POINT OP BEO/NN/NGt II DEVELOPMENT PARCEL ° i I t I I I —A s � FND. 4 X4" CONC. MON.— W/PIN 0.74'N, 1.81 'W FENCE TlE 0,."1.2'W CENTER OF SECTION 14 FND. 3/4" IRON PIPE & CAP "GCY" 30'17,"£ 929.64' TNIFS �;, 0 SOUTH LINE OF THE NORTHEAST ONE -QUARTER (114) SECTION — — — SEC. 24, TWA(. 36S, RGE. 38E — — NE 114 SECTION 14 TWN. 36S RGE. 38F -X X--OHc X X OHE X X 100 GRAPHIC SCALE 0 50 100 200 400 (SCALE IN FEET) I" = 100' LEGiEN� AC. = ACRES R = ARC RADIUS CONC. = CONCRETE L = ARC LENGTH CUP = CORRUGATED METAL PIPE A = DELTA (0) DEED — X —= BARBED WIRE FENCE DE DRAINAGE EASEMENT = CONCRETE POWER POLE ESMT. EASEMENT — 0 = ELECTRIC METER FPL = FLORIDA POWER AND LIGHT F = GUY WIRE ANCHOR FND. � FOUND = HOG WIRE FENCE LB = LICENSED BUSINESS OHE= OVERHEAD ELECTRIC LF = LINEAR FEET = WELL MON. = MONUMENT cz)b = WOOD POWER POLE ORB = OFFICIAL RECORDS BOOK (P) = PLAT = FOUND SECTION CORNER PG. = PAGE POB = POINT AND PLACE OF BEGINNING = SECTION CORNER NOT FOUND LOCATION CALCULATED POC = POINT OF COMMENCEMENT ►� = FOUND QUARTER CORNER RGE. = RANGE SEC. = SECTION >C = QUARTER CORNER NOT FOUND LOCATION CALCULATED SFWMD = SOUTH FLORIDA WATER MANAGEMENT DISTRICT ® = SET 518" IRON ROD & CAP SR = STATE ROAD "FRS LB y4141 " TWN. = TOWNSHIP ® = SET MAG NAIL & WASHER FRS LB hF4141" FENCE TIE 95.7 S a IX Q j ... °m W Ic X � M + �O o L I I � �IX:zt h N h ix hC m IN I N a3 �3 .W I o O O A I a EAST 70.00' _II N d N Z ix n LJ Sao dJ�M't NQ W E Z WM_p 2 :) Q z°}gx UQN�W< U) 0 w a NoF�Wn3 XOQUr U) w a F- 00 Q>LLV)fr= xO>Qvrn I- �.. Lf) QNV)N� N Q UN Ld . L� z W li d Z J U O LL a I Z Q Z W. YI 0 F 0 0 F 3 W m a 0 W W 0 z z 0 V) w h 12, a w 0 Q X o N II cs XCC " DRAWN BY: D.KUPSICK 3 APPROVED BY: b G.P.WILLIAMS SCALE: a 1 " 1 00'DATc 3 03E 1 , 0 re q �y�p FIELD 'iNU.r - • wn ; i P- - �, t `' .`*'�. rt-..�I�I®T IfVCiL.�%L�ECJ�V THIS PGR1M1 F LD BOOK/PAGES y 2-5 -c s .. 3SFs X c N89.58'00"W_2648.59' — — —�r� �X�_ .4- _ 5; JOBNUMBER: —1 — X 19 a 3 SHEET: 20F4 00 H1Q � VM � XON Q Q E w M op +1/O Z N N m p L ZF}- ox Q + 7yy s. �'r Nb3NB 30bb0 i" ' `+ o ter.+ �'�-�. r. + M N Y '� t +. r+ mrr r mir o o, 0 V)= Q U 0 3 EL SW-ALE a '• I + m. Q '�(L -L O> Qd/- 1 + �t, LLJ VC PIP .� _..,$.s--- ... + o:� ! !r r r. r s + .n. mo, _ s. Q (N`J H ID 3 --_-- �`r`+ c `ir + s. Q U N W mo + ! o f A r + `i+r r ' +�--.- or r I I 1 m. Y/ Z >i + _ _ `r m. spF�• c' Ld c0+ +'+ + +LLI } + �+ Z + SWALE� 2� 4++ do p f 3765YIS o �r 4A,CL + LU +icy �. "F r� o. w_ m c2 2 m r — 'PVC PIP mor o, oir �+ - + o., + car rc+ m. + r dir !� car •F — i-a F. O. I .flI O O r !`c'* r. !r O. Oc, + + C. s,` _ '` + O. + `r +' ca. F.r r r. mP' T T� r+ + 2 w car+ d + �.r SWALE o o aYr t O ?> d Z or - ` W O CL ms m. + r m. 1 m. --I CL } a — _�_ l� C `+r + Q. F. ca r ` ---� O' r s "'�-_ /-37 PVC PIPE o' ` r + !� } ! m. s. r or `a: o + rr W r rr a + ram, + sir a, LU �_ o. m. + '`r r O`rar r 02 m. m + O. F. + LU `>r rr s. s a,. .�. +"i r r �. a SWALE i - . O ! r S. p n.! Oca ' m. 2 Oi 0. s -_- Or Ci + PVC P/P m- ----- r+ rr + . ca o. o. r. + o mo Y.`? + ? + p `ar } Q + F!r �, m. +`� � r 9mPm. „m`+ a r ,> Qc �.. SWALE °• `o �- r. + ,4+ r• 'r air Y `ter + m+ o_ r LL PVC lP �. + '% .r '� `ir + -- r. o. r. F O r "., } � m, + �'r rr � r + r. -- c`. " s. I ( r•a ..n�ti��,� F. + a -a a t � f. F. � ca`.• I m. y \ y m. � �J ++ .-. 11w m. s r {� it a s s. SWALE� 6 „PVC lPE e + — a� o. ' U r Q o mi + -- m a + r i m. s. + � r+ + +- or ! r. r �+ rr. r °'• r� s ds r-s-k m of s '' r. nor c o<a C /PE 01. C r mac, S. is 6"PVr --- �. + Or + + d' rr +Fi j r.r- �r 7 r t s _ 7b r r + +F rir 96 m. SWALE + + + r. `r r. F 2 1 d2r rr r car+ m. + F _ + + z r. `+r + of �, o _L Z ra+rr's. r dir O z r`a t > Ld r + m! °.�+ s SWALE �. r. O `'r T + 81 ! !. c' ----�— PVC Pl F. `' o. + r r !r r Ea`a} car uj r + r Z 0 d r+ ■ ` !. oir d r - m + m. I dim, r. t !O SWALE a,, m. d r� + 2 + r.°i m. } r of al ca. ar + + SHELL ROCK ROAD 6"PVC "ir + s_ �2rT o.r ��-"--_ DITCN� m'r oir ` r.r r tr r I F F rea .. ,re. m \ ,r .. cc+ ca + O. DRAWN BY: �.-- ! D.KUPSICK + + DITCH i` -�-- APPROVED BY: b G.P.IAMS SCALE: r ROAD rr rr o. SHELL ROCK - +' — DITCH `ab`+'r '°�" 1 ' DATE 4O' v Z � . ' THIS c. 3/03/ 1 7 + 0 s .FIELD BOOK/PAGES G-6 2-5 JOB NUMBER : � �� •" Vim. r�,, �-- r � rr r+ 7) m F`r + + s i+ SHEET: + + + + 3OF4 t + dir NEW \ PROM POND N ' STABLES 576.23' 7 9.68' D- WELL I I I I WELL SEP -_ I K F',, 3� , . k � s � n K , j LU®ED ON ikitS PERMR ) U N N Z�v (Lm� 00 Na M'tE Q W M ^ 0 �izQ(o>. O °' a n o Xn Z°-�}ox UQN�i�� L v- XoQUr a /0 OMaLu 3 V/ a q m V/ W r ao ui a > L�!� 2n = xO>Q�u) QN N 3 N Q U N 3 v Z F W M li Z J U 0 IL /I V Z a or W z Z y � �"�oW F a W W a Q�y�O Z 7 m W a Z W 0 } 0 J W W 0 DRAWN BY: D.KUPSICK APPROVED BY: G.P.WILLIAMS SCALE: 1 " 50' DATE: 3/03/17 FIELD BOOK/PAGES G-6, 2-5 go JOB NUMBER: D 15-015B SHEET: 40F4 so 4� \MC ■ STABLES FIRST FLOORPLAN ■ OLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS 15 THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for 1STDS #X-SF-1'7S2g35 & WeN #S9-2bZ.$1 late: io /7 _„ 59-26ZS7- leviewer NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701-05 SCALE: 3/16" = 1'-0" 1\' I REVISIONS TACK ROOM OFFICE ° STABLE #14 STABLE #13 STABLE #12 STABLE #1 STABLE #2 STABLE #3 STABLE #4 li m I q Il0 0 0 0 12 0 I I 0 EIL 100 p II EI 01 0 © 0o I' I jl ❑ o 0 oI Ell H El I 1 I I ; .' 1Ji N 0'-0" 23.0' NAVE) STABLES 4'-8" 3'-4" 5'-6" 2'-10" 41-6" ` 12'-2" 12'-1" I O I 0 i 1 i G 1 o Fan I Id 12'-0" Ili r � oIM O _ _ ©STARI II F #5 STARI F #fi STARI F #7 R TH STARI F *8 HAY IannM a �IARRFAKRnf1M STARI F #9 STARI F *in STARI F 011 STABLES SECOND FLOOR PLAN PROGRESS SET 50% CONSULTANTS FIRST FLOOR PLAN STABLES SCALE: 3/16" = 1'-0" �^�r�. ric�rn ep'i ,e,�rn n ._.., i_I �. .0 .. ..0 9 ue DRAINFIELD MAY BE REOUIF:ED TO BE MOUNDED FOLLOWING HEALTH DEPARTMENT ELEVATION REQUIREMENTS peer SITE EVALUATION WASHED DRAINFIELD ROCK 1 1/2" NOMINAL SIZE AGGREGATE FINISH GRADE (T.B.D.) - +- M 4" PERFORATED —' DRAINAGE PIPE - L BQ1T L _ _ _ _ — _ -,. ___ — - or CHAMBERS PER CONTRACTOR FILTER FABRIC-' TYPICAL DRAIN BED DETAIL N.T.S. SITE DATA APPLICANT/AGENT........... LA PONTECIA II, LLC z,< 4036 PACAYA CIRCLE BOCA RATON, FL 33487 JOHN NOTORIS PROTECH PROFESSIONAL SERVICES p. (561) 441-8537 ENGINEE................... DAVID S. KNIGHT, PE, FL. REG, 41060 I KNIGHT, MCGUIRE & ASSOCIATES, INC. 80 ROYAL PALM POINTE, SUITE 401 ' VERO BEACH, FL 32960 (772) 569-5505 civil@knightmcguire.com SURVEYOR .................. F.R.S. & ASSOC., INC. I , 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FL 33411 p. (561) 478-7178 f. (561) 478-7922 www.frssurvey.com 1 PROJECT DESCRIPTION....... SINGLE FAMILY RESIDENCE with A PRIVATE GYM FACILITY and PRIVATE HORSE STABLES PROJECT ADDRESS:.......... TO BE DETERMINED I C-24 CANAL RD SECTION 24 - TOWNSHIP 369 - RANGE 38E PARCEL ID No ............. 3224-111-0002-000-2 ZONING: A-5 (AGRICULTURAL) .� PARCEL AREA: 206± AC DEVELOPMENT AREA: 10.5± AC O WATER .................... PRIVATE WELL c SEWER .................... ON -SITE SEPTIC �lJ FLOOD ZONE ............... X, AS DETERMINED BY ST LUCIE COUNTY (\, FEMA REPRESENTATIVE V MAIN RESIDENCE & PRIVATE GYM PRIVATE RESIDENCE: (4) BEDROOMS with 3,300 SOFT ^ & AN ADDITIONAL 4,280 SOFT & 1,800 SF PRIVATE GYM ^ ESTIMATED SEWAGE FLOW: 400gpd W + [60gpd * (4,280/750)] Z + [60gpd * (1,800/750)] o = 886.4gpd O DESIGN SEWAGE FLOW: 900gpd MIN. SEPTIC TANK EFFECTIVE CAPACITY = 1,900gal MIN. PUMP TANK TOTAL CAPACITY = 750gal SLIGHTLY LIMITED SOILS (2-4 min/in) DRAIN BED MAX LOADING RATE = 0.60 gal/sf/day = 1.67 sf-day/gal REQUIRED DRAINFIELD SIZE: 900 gal/day * 1.67 sf-day/gal = 1,500 SOFT DRAINFIELD (bed) REQUIRED UNOBSTRUCTED AREA: 1,500 SOFT * 1.5 = 2,250 SOFT PRIVATE STABLES VETERINARY CLINIC: (1) PRACTITIONER w/ 2 EMPLOYEES & 14 STALLS ESTIMATED SEWAGE FLOW: 250gpd + [15gpd * 2] + [20gpd * 14] = 560gpd DESIGN SEWAGE FLOW: 560gpd I i i r THE DRAWINE THE GS AR PROPERTY OF THE KNIGHT MCGUIRE & ASSOCIATES ATE: DAT Aj 17 PROJECT N0. ENGINEER. WHETHER THE DESIGNWHICHED DSK PROJECT FOR WHICH THE n"^ , � INC.• 17--D27 ARE MADE IS EXECUTED U DRAWN PMP NOT. COPY OR USE FOR KIvIA CONSULTING ENGINEERS AND PLANNERS CESPEDES RESIDENCE OSTDS PLAN SHEET I OTHER PROJECTS IS VEROBEACI CHECKED DSK PERMITTED BY WRITTEN CONTRACT CT WITH .�. 80 ROYAL PALM POINTE) f SUITE 401 VERO BEACH FL 32960 ST LUCIE COUNTY, FLORIDA SEPTIC SYSTEM LAYOUT < THE ENGINEER. PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com Scott B. McGuire, P.E. David S. Knight, P.E. SCALE AS NOTED UNAUTHORIZED USE WILL I C+f I BE PROSECUTED PURSUANT t• CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 '? Fl. Reg No. 39573 Fl. Reg No. 41060 MARK REVISION DATE BY DATE 03-16-17 TO THE COPYRIGHT LAWS P J. ENTS ENTS 'a AENTS AENTS 69'-10" 11'110" 58,-0, ,STEEL COLUMN w E3 WITH DECORATIVE 1 a WRAP TYP. s.00 U \ 13'-2" 19,_6,• 32'-7" --- r—_� f _--� F > ---- 1 ROLL UP i DOORS TO REMAIN 4 RAIL FENCE. RUN RUN ��__ OPEN FOR VENTILATION COVERED PATIO_—_ ».J _ DOORS TO BE USED FOR NOTE: MIT BY � PEROTHERS HURRICANE PROTECTION THIS AREA IS DESIGNATED S AN OPEN STRUCTURE RUN We•_1" q._0,. g:_0" q,_0:. 8:-0" 4,_0:: 9:_6„ 4._0,. 11-4" 4'-0" 4'-9" 10, ,-11" 5'-it:. 6,_2. g._g,. 6,_2„ 4._0., 91_0" 4:_0.:--- 8._0,: 4,-0" V-0„ c+ I IMPACT D103 D703 D103 D703 D103 m 1 D103 WOOD S LID DOORS D103 Di03 Q Q Q IMPACT IMPACT Dtos HB D1o3 Q IMPACT R TED (TYP) Q Q AM 8"x28" STONE __D4 4 0 ! w1o7 W107 H H F- H F- ! 14:_4,: H I- H HB CLAD_li L� w LL w J 9, 6 -- n K a K d L� NEW WATER USTATION K C NC. COLUMNS, a Q a O fl wMATIC 101 O w\ w\ C00 WITH _ o w o ` PAINTED 5/8" STUC 0 N c ? M FOR HORSES OWNER -- W T _ INTERIOR OF BLOCK. 0'-0" 25.0' NAVD ;j IMPACT f rn � co TACK ROOM TOP F SLAB OFFICE OFFICE TABLE #14 TABLE #13 STABLE #12 STABLE #1 STABLE #2 STABLE #3 STABLE #4 cork. FLOORS 0� L ;„ TILE FLOORS C SLOPE SCORED - _ 11 ____ I -p J y© �- .- T — , CONIC FLOORS DRANCONCRATEBAOOR0F0 ,,01; HORE TIES L F ;Q m i it CONIC FLOORS CONC FLOORS WALL DRAIN TO DRY w i, WELLS. NO IMPACT p \ _ N -IMPACT r D102 D102 D102 D102 - -J D122 _ D0 0123 __ 1—• 12'-1' 12,_0.: '...'..__..___ 12:-0.,—.»— _ t2'-10, 8 3-4 11 �10" g .. .�: ..»_.. ._ .®. _....._ ..»_».»_». _»-_.._. ._ __ ._ ........ » .. ... ................. ....»_.._._»__.. a — D102 D102 D102 L -10" 3'-4" 8'-10" i-4"--0" 3'-0' 11 p Dp O 00 Rd�.. . O o0 COL. WITH CONC. BASE m = REFER TO STRUCTURAL FOR HORSE TIES j. Q 6" CONC. Bo 0-0" 25.0' NAVD WITH STONE VENEER AND BEAM SIZE. WRAP WITH 1x TRIM CEDAR CLADDING D 0'-0" 25.0' NAVD PAD TOP OF SLAB AND DECORATIVE WRAP OR DECORATIVE WRAP STABLES ,1 3�0o TOP OF SLAB D1 SEE STR TURAL FOR DETAILS NOTE: CONIC FLOORS - D1 1 F. CONG FLOORS F. THIS AREA IS F.D. DENOTES MINI SPLIT MECH. F.D. F.D. DESIGNATED TO UNIT. SEE MECHANICAL LINE DENOTES TRUSS AND DRAWINGS FOR DETAILS DECORATIVE BEAM ABOVE IMPACT r00 rn0: BE HURRICANE IMPACT . tea? IN CLERESTORY 2- O 8'-5" 3'-4" '..g^ (V 11-10 l< I q,_g:. 3.-4:. 5.._6" 4'-6" -DD 12'-2" 12'-1.: 12.-1:. m NON-IM ACT �`� F NON IM ACT NON I PACT I D102 D1oz Dtaz Dtoz SELF W -._ - -._»_» ...._...__»� .. .� .. » ».._.__.._ » .. .. ... .......... ...».. .. »._.._. _._. » ...» » . » »» » ..»..».».....» 0102 D102 D102 DENOTES 1 HR »-Dt10 Dtta FIRE RA�ED STEEL o 0 z -D° DOOR. � �IL I , - N STALL PARTIONS BY OTH S —»r COOR. WITH OWNER CONIC FLOORS AD108 L - _ (12'x12') DENOTES 1 HR O'-O" 25.0' NAVD BATHROOMAKROOM ©; STABLE #9 STABLE #10 STABLE #11 F.D. FIRE RATED PARTITION TILE FLO IRSFLOORS SCORED CONIC FLOORS CONC FLOORS STABLE #5 STABLE #6 STABLE #7 PAINTED 5/8" STUCCO ON CO FLOORS SCORED CONIC FLOORS WASH ROLL UP DOORS TO REP,�;E INTERIOR OF BLOCK. RACK STABLE #8 OPEN FOR VENTILATION ._. w I w - f HAY ROOM a w w w w H Q DOORS TO BE USED FO -. wo K K n w K WASH DOWN 1 CONC. FLOORS - o o Q Q O HURRICANE rTECTIO -- e t Oo vJi o0 IN 00 Tn J (n 00 - D109 DRAIN IMPACT I 1J ARCHITECTURE, INC. FINNVOLD 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 453 5210 LICENSE # A A 26002586 m ALLDESIGNSAND DETAILS INDICATED OR REPRESENTEDBY THIS CRAWING ARE FOR THE USEON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE THE CONTRACTOR $HALL VERIF1' ALL EXISTING CONDIIIGNS AND-0IMEN$ION9 AND NOTIFY IHE ARCHITECT OFANY D6CREPANCIES PRIOR TO THE EXECUTION OF THE WORK. 7,11 STRUCTUAL NOTES ALL STRUCTURAL LUMBER # BE SYP#2 MIN. CONCRETE SLAB TO BE 2500 PSI AT 28 DAYS SOIL BEARING 2500 PSF ALL REINFORCING STEEL A-615 GRADE 60 CONCRETE BEAMS TO BE 3000 PSI AT 28 DAYS 4:. PARTITION LEGEND NEW EXTERIOR WALL — 8" BLOCK WITH 0 LLLLLLLLLLLII J 5/8" STUCCO ON EXT., AND 1" PT WD. FURRING ® 16" O.C. WITH 5/8" GYP. —� — BD. WITH R-4.1 FOIL BACK INSULATION. ON INTERIOR COOR. COORDINATE FINISH WITH OWNER AND ARCHITECT. NEW TYPICAL INTERIOR PARTITION WALL 5/8" GYP. BD. EACH SIDE ON 3 5/8" ACT METAL STUDS (25 GA. MIN) 16" O.C. _ ARCHITECT - T TYPICAL SOUND PARTITION. 5/8" GYP. BD. EACH SIDE ON 3 5/8" (25 GA MIN) GAILY. MTL STUDS 016" O.C. ! W/P.T. BOTT. PLATE AND 3-1/2" BATT — �t INSULATION. COOR FINISH WITH OWNER -- AND ARCHITECT PRE —FABRICATED STALLS BY OTHERS NEW EXTERIOR ONE HOUR FIRE RATED WALL— 8" BLOCK FINISHED ON EXTERIOR SIDE WITH 5/8" SMOOTH STUCCO OR STUCCO SIDING AND 5/8" SMOOTH STUCCO ON INTERIOR SIDE. PAINTED ON BOTH SIDES. D703 D103 D703 U) f IMPACT 111 WOOD DOORS Q Q DENOTES 1 HR Dt05 � r Q Q Q IMPACT RATED FIRE RATED STEEL 000 W102 IMPACT D103 D103 D703 v _ . w1o3 FOR MR. PARCEL ID DOORS. REFER TO i rn SCHEDULE FOR DETAILS 6' 4" -�i 1 PARCEL ID SQL LosI,J oevl 3224-111-0002-000-2 8'-1" 4' 0" 8'-0" 4'-0' -4" 10' - ! i° 11'-10" 2'- 12'-4" T-2" 4'-0" T-6" 4'-0" 8'-2" 4'-0" e'_8" �j 41 RUN P COVERED PATIO RUN C-24 CANAL RD _ 58'-0" SAINT LUCIE COUNTY DENOTES AUTOMATIC FLY AND MOSQUITO CONTROL SYSTEM.( M AND STALL FENCI G} ` ------ -- --- ----------- _ ----- - _ _ -- --. - -- -- ---- -- ------ -- — --- ----- ---- ---- ---- _ __ _ _ _ _ _.. -- - -- - 16" STONE CLAD n � - I I CONCRETE BASE W STEEL DENOTES ROOF e - c 1 A( COLUMNS OVERHANG ABOVE e'°D TERMITE PIR TECTION SHALL E PROVIDED B REGISTERED RMITICIDES, INCLUDING SOIL AP IED PESTICIDES, --ter -- 2.27.17 BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION NORTH 1701 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. REGISTERED TERMITICIDE. UPON COMPLETION CF THEFICATE OF COMPL ANCELSHALLNB ISSUED TOOF THE MITHE TE PBUILD G DEPARTMENT BY THE ROTECTIVE TREATMENT, A ¶LICENSED PEST CONTROL COMPANY THAT FLOOR P LAN CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 3 16" 1'-0" DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." REFER TO SHEET 5-A4.00 FOR TREATMENT REQUIREMENTS SCALE: � REVISIONS PERMIT SET _ 4.26.17 ..------- -------------------- --- ---- ---------IIE---- - ------ -- ----- 1 REVISION 5.15.17 B W105 B WipS 8 W105 B IW105 B W105 B WIo5 B W105 B Wf05 CW105 B W105 IW175 PER BLDG DEPT.COMMENTS KEY NOTES 0 © REVISION 6.2.17 PER BLDG DEPT.COMMENTS A 36" OR 18" TOWEL BAR STALES O WALL MIRROR _771 C TOILET PAPER HOLDER W100 A 36" HT, 24" DEEP BASE CABINETS p� wloo WIDTHS VARY, BY OWNER O30" HT, 12" DEEP UPPER CABINETS WIDTHS VARY, BY OWNER 9 W105 B W105 B W105 B W105 B W105 B W105 6 W105 B W105 B W105 B W105 B W105 O 22"X54" ATTIC ACCESS 12"xl2"' DEEP SHAMPOO CUBBY _� --- --------------___ ----------___----------- --__-- ----_ —___ -- ------ ------ —---- ------ CONSULTANTS FUTURE WITH „ u O MA UALXSWITCH, OORDO. W ELECTRICIAN AUTOMATIC MOSQUITO AND FLY CONTROL - - - -- -- - 41 O SYSTEM. PROVIDE BARREL AND PUMP AS - - NEEDED.(RAMM MANUFACTURER) O18" DEEP CEDAR SHELVES & STORAGE, COOR. WITH OWNER NORTH O AUTOMATIC WATERSTATION FOR HORSES CLERESTORY PLAN O WASH RACK O ELETRIC PANEL / 5 PLAN NOTES 1Q SCALE: 3/16" = 1 —0 N 18"x18" TILED BENCH VUdd_ 0 ELECTRIC WATER HEATER 1) FLAME SPREAD INDEX. O 36" REFRIGERATOR WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 ® SINK AND DISPOSAL / 2) SMOKE -DEVELOPED INDEX. O MICROWAVE [I FLOOR PLANS WALL AND CEILING FINISHES SHALL HAVE ASMOKE—DEVELOPED S MINI SPOT AC SYSTEMS. �J"/� INDEX OF NOT GREATER THAN 450. REFER TO MECHANICAL OWGS STABLES -A RENTS F—I IN Uj LO 27'-8" 12'-2,k WINDOW MEDIUM TEXTURED STUCCO SIDE NORTH ELEVATION SCALE: 3/16" — l'—O" AIR VENT rwO;] 1 � an Fr- 075 F-251 FID51 F 075 [WO5] F00 5] Eln FWTC-61 101 AIR VENT ............ DECORATIVE WOD BRACKETS, SEE DETAILS COOR. NTH OWNOER MEDIUM TEXTURED STUCC® ® i ® ® i ® 0 ® i® 0 ®i® © i® ■ I� l [All 1111 --- ---------- lr_--- IIII SIDE NORTH ELEVATION SCALE: 3/16" = l'—O" FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 3D6 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED By THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FININVOLD ARCHITECTURE. INC, AND SHALL NOT BE USED OR REPRODUCED WHO! E OR IN "ART WITH- OUT WRITTEN PERMISSON OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDMONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF. ANY D6CR EPANCIES PRIOR TO THE EXECUTION OF THE WORK. J,27'- - - -- - --------------- - ��DECORATIVE WOOD BRACKETS, SEE DE-nAlL 3/A4.00 DOOR. WITH OWNER MEDIUM TEXTURED Fw—lo5l [V 5051 FYW051 EDL)_jWIO5j [WO51 FW1 075 [M05] F 075 Fm 051 -1. 4il Fw 1 TO& STUCCO ----- - FEEZ] --------- ---- ------- Ll: :1�4 -02 wins fw TOS E] W106 Fl(5wFl o-5i5 �Aw—lo-5wmF, C-51 W u ll� IBM 0 mill war. 2 INTERIOR ELEVATION SCALE: 3/16" = l'—O" Fol HARD �PIPE DECORATIVE mm UIT To LJWT FIXTURE BRACKETS, CO(M7 WITH OANER- STUCCO BEYOND STALL DOORS AND PARTITIONS BY OTHERS, COORDINATE OTH OWNER WOOD BASE BOARD TFT FFO51 4" Kw DECORATIVE WOOD BRACKETS, SEE DETIAiL 3/A4.00 COOR. WITH OWNER 3.-0. W015W HEADER - 4WRIDGE +T —C.M 12' 2' NEW RESIDENCE FOR MR. CESPEDES PARCEL ID C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 I REVISIONS TEXTURED PERMIT SET 4.26.17 CONSULTANTS 2,3) EXTERIOR ELEVATIONS 5-A3.00 I ■ FRONT (WEST) ELVATION A SCALE: 3/16" = 1'-0" F METAL ROOF OVER POLYSTICK AND 30 LB FELT NAILED WI CAP UNDERUYMENT, ON 'LP TECH SHIELD RADMNT 12 5PLASTIC BARRIER' MIN. 19/32- THICK WITH 32/16 APA SPAN RATING ON PREFABRICATED WOOD TRUSSES. APPLY R-30 BATT INSULATION (OR AS PER ENERGY CALCS.) ON BOTTOM CHORD OF TRUSS. FINISH CEILING WITH T&G OR 1 LAYER OF 5/8' GYP. ED. PANTED, TYR. USE FURRING AS NEEDED TO ENSURE LEVEL CEILING. _ _ _ 4-0"- sFE EI.E woNs �1 _ _ _ TOP OF TIE BEAM S' GONG. BLOCK WITH B/e' PAINTED STUCCO ON EXTERIOR. 2 CATS MIN. FINISH INTERIOR WITH 5/8' PAINTED GYP. BD. OVER FOIL INSULATION R:4.1 OVER 1' P.T. FURRING ® 16' O.C., 3/4" RECESS FOR ALL BLACK WALLS. EXTERIOR DENOTES IMPACT — DOORS PER SCHEDULE 3 4' RECESS TYP. A BLOCK WPLLS TYPICAL o•—a' h FINISH FLOOR +25.0' NA.V.D. FIN. GRADE n a' FOUNDATION SEE SRTUCRIRAL FOR DETAILS .1x2 P.T. WD FIRESTOP TRUSS ANCHOR. SEE SCHEDULES BEAM AS PER SCHEDULE. SEE STRUCTURAL PUNS TRG CEDAR WOOD PLANKS 3%4" WIDE X 96' THICK MIN. OR 6'X Y," THICK WD. PLANKS NALED TO %' COX EXT. PLYWOOD SHEATHING AND TO UNDERSIDE OF TRUSSES. INTERIOR FINISHED FLDORING AS SCHEDULED, ON 4" CONC. SLAB W/ 6'XB" W1.4zW1.4 WWF ON 6 MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL SEE STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS. —i TYPICAL WALL SECTION SCALE: 1 /2" = 1'-0" SCALE: 3/16" = 1'-0" FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY, SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND St Al I. NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE IJABLE FOR TI IF FUI LEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 CONSULTANTS ale )���[� ATIONS - SECTIONS ES AE NTS x DOOR NOTE: ** IT IS THE RESPONSIBILITY OF THE DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK. THE DOOR SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. ALL SLIDING GLASS Q DOORS SHALL HAVE BRONZE ESP FINISH. ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PERMIT No. BUILDING ADDRESS: PARCEL ID 3224-1 11=0002-000-2 C-24 CANAL RD PORT ST LUCIE, FL CONTRACTOR: 0NO LOCATION PRODUCT WINDOWS QTY. UNIT SIZE (IN.) WIDTH HEIGHT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURE MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NO, GLASS TYPE METHOD OF ATTACHMENT W100 CLERESTORYALUM. FIXED WIN. 2 48" 60" 70 -70 PSF 41.16 -44.81 PSF PGT PW-720 16-0629.14 LOW-E 1 4" STEEL ULTRACON W101 OFFICE ALUM. FIXED WIN. 1 40" 26" 70 -90 PSF 43.10 -46.7 PSF PGT PW-720 16-0629.14 LOW-E 1 4" STEEL ULTRACON W102 BATHROOM AWNING OPAQUE 1 26-1/2" 26" +70 -90 P'SF 43,10 -46.7 PSF PGT AW-740 16-0714.23 LOW-E 1 4" STEEL ULTRACON W103 BREAK ROOM SINGLE HUNG 1 37" 58.5" 80 -80 PSF 40.8 -53.79 PSF PGT SH-700 16-0714.06 LOW-E 1 4" ELCO TAPCONS W104 TACK ROOM SINGLE HUNG 1 2 1 31" 62" 80 -80 PSF 42.29 -45.9 PSFI PGT SH-700 16-0714.06 LOW-E 1 1 4" ELCO TAPCONS W105 CLERESTOR AWNING WIN, 1 22 1 60" 24" 70/-90 P'SF 43.10 -46.7 PSFI PGT AW-740 16-0714.23 LOW-E 1 4" STEEL ULTRACON W106 OFFICE ISINGLE HUNG 1 2 1 16" 1 96" 90.0 -130 PSF 40.98 -44.6 PSFI PGT I SH-700 1 16-0714.06 LOW-E 1 4" ELCO TAPCONS ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PERMIT No. BUILDING ADDRESS: PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD PORT ST LUCIE, FL CONTRACTOR: LOCATION N0. PRODUCT DOORS QTY. UNIT SIZE (IN.) WIDTH HEIGHT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURE MANE MODEL NUMBER PRODUCT APPROVAL No. DOOR TYPE METHOD OF ATTACHMENT D101 ENTRY SOLID WD DOUBLE IMPACT 2 96" 1 120" 50 -50 PSF 36.61 -44.7 PSF FIDSI TENER SERIES FL15916 R1 1 1 4" DIA. TAPCONS D102 STABLES INT. SLIDER V-MESH 14 48" 96" -- -- RAMM WELDED STALL 2 STALL SYSTEM 103 T AAQqPZ 14 48" 96" 60 -66.7 PSF 39.84 -51.2 PSF FIDSI TENER SERIES FL15916 R1 3 1 4" DIA. TAPCONS D 04 HAY ROOM 1HR FIRE RATED STEEL SINGLE OUTSWING DN 36" 96" -- -- NEXT DR. CO. SERIES 5-808OF 14-0211.14 4 3/8"0 HLC SLEEVE ANCHOR BY HILTI D105 HAY ROOM 1HR FIR STEEL DOUBLE OUTSWING DR IMPACT 1 72" 96" 60 -70 PSF 37.77 -47.56 PS NEXT DR, CO. SERIES 5-808OF 14--0211.14 5 D LID 5 36" 96" -- -- FIDSI TENER SERIES 6 1 4" DIA. TAPCONS D107 OFFICE PGT FRENCH DR IMPACT 2 30" 96" 75 -75 PSF 40.98 -53.4 PSF PGT FD-101 16-0629.17 7 1 4" ELCO TAPCONS D108 CLOSET BR. 31FOLD 1 24" 96" -- -- SIMPS SIMPSON 8 1 4" DIA. TAPCONS 109 ENTRY SIDEROLL UP STEEL IMPACT 2 120" 120" 50 -50 PSF 35.80 -43.62 PS ODC SERIES 610 15-1228,05 9 1 4" DIA. RIVET NOTES 1. FOR CMU OR CONCRETE OPENING: WOOD BUCKS SHALL BE MIN.1"x4" TYPICAL. INSTALL PRESSURE (BORATE) TREATED WOOD BUCKS TO PERIMETER OF OPENING WITH COIL NAIL OR T-NAIL AT 16" O.C. APPLY A FULL BED OF SEALANT TO WOOD BUCK TO SEAL TO CONCRETE. FASTEN WINDOW/DOORS WITH NEW TAPCONS PER APPROVED PRODUCT APPROVAL. 2. REFER TO THE INSTALLATION INSTRUCTIONS FOR THE SPECIFIC PRODUCT BEING INSTALLED AND SHIM, LEVER, AND SQUARE TO ENSURE PROPER OPERATION, 3. INSTALL #8 1-1/4" PAN HEAD WOOD SCREWS THROUGH ALL PRE DRILLED HOLES IN THE INSTALLATION FIN TO SECURE UNIT ® 8" O.C. AND CAULK. 4. FILL VOID BETWEEN WINDOW AND WOOD BUCK WITH INSULATION, BEING CAREFUL NOT TO BOW WINDOW FRAME. 5. APPLY A CONTINUOUS BEAD OF URETHANE SEALANT AROUND WINDOW. CHECK MANUFCT.'T RECOMMENDATIONS FOR SURFACE PREP., APPLICATION, AND INSTALLATION. 6. ENSURE THAT THE EXTERIOR SILL IS SLOPED AWAY FROM THE WINDOW. ?. F-1gC P_Ja, WP POO125 N 17EOCe. BARN DOOR- MAIN ENTRY IMPACT STABLE INTERIOR NON -IMPACT DOOR ELEV. SCALE: N.T.S. 1. A UGH OP S TO BE VERIFIED WITH WINDOW/DOORSHFPEIER,'"PRIOR TO ROUGH -IN. CONTRACTOR TO VERIFY EXACT OPENINGS REQUIRED WITH SELECTED WINDOW MANUF. SPECIFICATION AND INSTALLATION REQUIREMENTS. CONTRACTOR TO PROVIDE COUNTY PRODUCT APPROVAL INFORMATION TO THE BUILDING DEPARTMENT FOR PERMIT APPROVAL. 2. WEATHER-STRIP PERIMETER OF DOOR. 3. ALL OPERABLE WINDOWS AND SLIDING DOORS TO HAVE SCREENS. 4. ALL HEADER HEIGHTS MEASURED FROM CLOSEST FINISHED INTEIIOR FLOOR UNLESS OTHERWISE NOTED. 5. HURRICANE SHUTTERS SHALL BE PROVIDED FOR ALL OPENINGS THAT DO NOT MEET IMPACT REQUIREMENTS. 6. ALL WINDOWS TO HAVE IMPACT GLASS UNLESS OTHERWISE STAID. 7. ALL EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 S.F., MIN. NET CLEAR OPENING HEIGHT OF 24", & MIN. NET OPENING WIDTH OF 20". SILL HEGHT SHALL NOT BE MORE THAN 44" ABOVE FIN. FLOOR. B. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL LESS THM 60" SHALL BE TEMPERED. 9. ENTRY DOORS W/SIDELIGHT GLASS REQUIRES STRUCTURAL MULIONS TO ALLOW FOR INDEPENDENT SHUTTERING OF SIDELIGHT IF GLASS IS NOT IMPACT TESTED. 10, ALL WINDOWS SPECIFIED TO BE "PGT" BRAND IMPACT, SINGLE IUNG OR HORIZONTAL SLIDING, 11. ALL INTERIOR HARDWARE TO BE KWIKSET OR EQUAL 12. CONTACT WINDOW MANUFACTURER ABOUT REQUIREMENTS TO MET THE SHGC & U FACTOR THE SHGC AND U FACTOR TO BE COORDINATED WITH ENERGY CALCULATIONS PROVIDED TO MEET ENERGY CODES REQUIRED. n STABLE EXTERIOR ( I FIR FIRE RATED STEEL IMPACT \ NON -IMPACT 8 I HR FIRE RATED STEEL DR IMPACT f TYPICAL INTEBR DOOR OFFICE EXTERIOR BI.FOLD DOOR ROLL UP DOOR NON-IMPAC IMPACT NON -IMPACT IMPACT CMU STIUCCO / CLADDING PERIMETER CAULKING (TYPICAL) SET FLANGE IN BED OF SEALANT SLIDING GLASS DOOR SHALL USE 2"x6" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH 5/16 - 3" TAPCONS AT 12" O.C. STAGGERED. JOINT AND SEAM FILLER UTILIZE "FAST FLASH" AS A LIQUID FLASHING MEMBRAINE IN ROUGH OPENINGS. "PROSCO OR EQUAL" STUCCO / CLADDING CMU UTILIZE "FAST FLASH" AS A LIQUID FLASHING MEMBRAINE IN ROUGH OPENINGS. "PROSCO OR EQUAL" STIUCCO / CLADDING CMU "x4" P.T. WOOD BUCK FASTENED TO CONIC. OR MASONRY BLOCK WITH )j®"X3" W. CONS AT 8" O.C. .e 1/2" OR 5/8" GYPSUM ` ...4• WALLBOARD ON P.T. FURRING ASONRY CONSTRUCTION NSTALL PER FMA/AAMA-200 i UTILIZE "FAST FLASH" AS A LIQUID FLASHING MEMBRAINE IN ROUGH OPENINGS. "PROSCO OR EQUAL" 3/16"x3"LONG (MIN.) TAP -CONS W/A 1 1/2" MIN. EMBEDMENT SPACED PER WINDOW MANUF. SEE PROD. APPROVAL HEAD Irc- 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING 3/16"x3"LONG (MIN.) TAP -CONS W/A 1 1/2" MIN. EMBEDMENT SPACED PER WINDOW MANUF. SEE PROD. APPROVAL 1 %4" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH $1e"X3" TAPCONS AT 8" O.C. BUCK BED IN SEALANT (TYPICAL) IAAAD IF REQUIRED, ALUMINUM WINDOW FASTENED TO PRE -CAST WINDOW SILL W/ 3/16"x2" LONG TAP -CONS PER MANUFACTURER RECOMMENDATION AND PROD. APPROVALS 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING PRE -CAST WATER- PROOF -WINDOW SILL SET IN FULL BED OF MORTAR SILL TYP. WINDOW & GLASS DR. AT C.B.S. WALL CONNECTION DTLSCALE:r'=6" ALUM. PGT ALUM. PGT ALUM. PGT SINGLE HUNG FIXED GL. CASEMENT PGT WINDOW ELEV. 2 .SCALE' N.T.S. it NOTE: VERIFY WITH DOOR MANUFACTURER FOR SPECIFIC ATTACHMENT REQUIREMENTS. SEE MANUF. SPECS AND PRODUCT APPROVAL 1/2" GYP. BE PT. FURRING WOOD CASING ✓; FINNVOLD ARCHITECTURE, INC. STUCCO ON C.B.S. CONTIN. CAULK BEAD BRICK MOLD EXT. DOOR #10 2 1/2' WOOD SCREW 1.33" MIN EMBED. 012" O.C. FIELD AND 4" FROM EDGES VERIFY MIN. PENETRATION TO WOOD BUCK PER PRODUCT APPROVAL FROM MANUF. WOOD DOOR JAMB SHIM 3/16" MIN. X 3" MIN. LONG 'TAPCON' SCREWS INTO CONC. BLOCK 018" O.C. 1 1/2" MIN, EMBED TO CONC. 12x6 P.T. DOOR BUCK TYP. EXTERIOR DOOR JAMB CONNECTION DTL. = 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS CRAWING ARE: FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH- OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK, NEW RESIDENCE FOR MR. CESPEDES v \ PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD TERMITE PROTECTION SAINT LUCIE COUNTY SECTION R318 PROTECTION AGAINST TERMITES R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE 2.27.17 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE 1701 LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." R318.1.1 REVISIONS IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, PERMIT SET BACKFILLING AND COMPACTION IS COMPLETE. 4.26.17 R318.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL Q REVISION 5.15.17 AREA DISTURBED AFTER INITIAL CHEMICAL PER BLDG DEPT.COMMENTS SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. .3 IF SOIL IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, © REVISION 6.2.17 SPACE IN CONCRETE FLOORS BOXED OUT OR PER BLDG DEPT.COMMENTS, FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. R318.1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN CONSULTANTS SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. R318.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. R318.1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. SCHEDULES STABLES 5- &M. O cY7 N LO Z w 0 V) w ry / V) F— U w 0 ry w ry D F— U w F— U ry i A ENTS ■ M DENOTES LVL BEAM AND STEEL COLUMN. REFER TOTRU SCTURAL FOR SIZES PREFABRICATED WOOD TRUSSES W/R30 INSULATION AND WITH 3/4" APA 40/20 EXTERIOR GRADE PLYWOOD WITH 15LB FLET TIN TAGGED 8• EACH WAY WITH 90LB HOTMOPPED AND SPANISH TILES. FINISH CELING WITH 1/2" FURRING, COOR. FNISH MATERIAL OR CEILING WITH ARCHITECT/OWNER 'EXPOSED 200 RAFTERS W/ 1x6 TAG DECKING iT FIXTURE COOR. H OWNER CONIC. FOUNDATION. STRUCTURAL FOR SIZES 12 ad 9 DENOTES STANDING SEAM METAL RODE. COLOD. COLOR WITH OWNER PRE —FABRICATED 12 WOOD TRUSSES 5� METAL DRIP EDGE (PAINTED WHITE) ON 1x6 NAILER WITH lx6 WOOD FASCIA (PRIMED AND BACK PRIMED) ----------------- ------- ------------ ---- 2106-- SELECT CYPRESS TOUNGE AND GROOVE DECKING ON EXPOSED DOUGLAS FIR 4X8 WOOD RAFTERS O 4'—D" PROVIDE STUCCO STOP AND COUNTER FLASHING AT WALL CONNECTION TYP. FINISH CEILING AT HAY ROOM WITH 1/2• TYPE •X• GYP BOARD ON 1" WD PT FURRING O IS-O.C. (1 HR. FIRE RATED ROOM). REFER TO DETAIL 1/5—A6.00) DENOTES CMU WALL(CONC. BLOCK WALL (2 HR. FIRE RATED) 1 HR FIRE RATING REQUIRED. ____________________________ DENOTES B• BLOCK EXTERIOR WALL WITH H STUCCO ON EXT. AND 1" WD PT FURRING O 16"O.C. WITH 5/8" GYP BD WITH t R-4.1 FOIL BACK INSULATION §� HAY ROOM 12.0'X12.2'X18.8 = 2,752 CU. FT. CAPACITY (1,000 CU.FT. MAX. BALED HAY ALLOWED) IMPACT RESISTANT EXTERIOR / n DOUBLE DOORS /I 6• CONCRETE SLAB WITH Bx3 Wl4x14 WWF ON 6 ML VAPOR BARRIER ON, CLEAN COMPACTED SOIL TREAD AGAINST TERMITES dI I � "I . mHV d .. d . it V SECTION 1 SCALE: 3/8" = 1'—O" FRONT ELEVATION A SCALE: 3/8" = 1'-0" 0 d R:30 INSULATION RAFTERS B" BE a BET&0 0 TACK ROOM qN p 'ix6 T&O DECKING AT OVERHANG —0" WINDOW HEADER (TYP O OFFICE AND BREAKROOM) 7 0 FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALLDESIGNSAND DETAILS INDICATED OR REPRESENTED 8Y THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND S1IAI I NOT BF USFDOR REPRODUCEDWHOLE GRIN PARTWITH-OUT WRITTEN PERMISSION OR BE I IABI F FOR TI IF FILL LEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES -D• 25.0' NAVE) -- ------------ -- PARCEL ID OF SLAB d 3224-111-0002-000-2 5' NAVD C-24 CANAL RD PROX. GRADE - c SAINT LUCIE COUNTY 2,27.17 1701 0 FOR DIRECT ATTACHMENT OF GYPSUM WALLBOARDS TO TRUSSES REVISIONS • CEILING: BASE LAYER 1/2" TYPE "X" GYPSUM WALLBOARD OR GYPSUM PERMIT SET VENEER BASE APPLIED PERPENDICULAR TO WOOD TRUSSES 24' O.C. WITH 1-1/4" TYPE "S" DRYWALL SCREWS 24" O.C. FACE LAYER 1/2" TYPE "X" 4.26.17 GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PERPENDICULAR TO TRUSSES WITH 1 7/8" TYPE "S" DRYWALL SCREWS 12" O.C. AND 0 REVISION 5.15.17 1-1/2" TYPE "G" DRYWALL SCREWS 12" O.C. PLACE 3" BACK FROM PER BLDG DEPT.COMMENTS EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. • TRUSSES: CHORD AND WEB MEMBERS FABRICATED FROM 2 X 4 LUMBER WITH 20 GAGE STEEL CONNECTOR PLATES HAVING A MINIMUM TOOTH LENGTH OF 5/16". PLATE DESIGN VALUES BASED UPON A SAFETY FACTOR OF 4. TRUSSES HAVE A MINIMUM DEPTH OF 12'% • FLOORING: 19/32" T & G PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF TRUSSES WITH 6d COMMON NAILS 6" O.C. PLYWOOD END JOINTS STAGGERED 48". CONSULTANTS FIRE TEST: FM FC214 - 1 HOUR, 7-6-78 OGA FILE NO. FC 5512 (1 HOUR FIRE RATED) GYPSUM BOARD, PARALLEL CHORD WOOD TRUSSES ELEVATIONS - SECT�IfVS" m wD 12'-0" 12'-0" 13' 2" 19'-6" 32'-7 12'-0" 12'-0" 134" F 48 F 48 36 36 F 36 F 36 F 36 F 36 F 36 F 36 r------ - - - - - - 7 _+ ------ --------+. ------------I- I --------------------I- —I -I .-� —I--1-------- +--- I L�__J I I I L__-J I I L___J I I L___J I L___J I I I I I I I I L___J I I I I I I o> I I 49'-7" 20'-3" 11'-10" 21'-0" 37'-0" m MF-24 MF-24 MF-24 MF-24 MF-24 ° -. verify me ImI �------\�--------- ---------- --T----.--- ZI ----------------- --; ® -1--------- d °----- ® --r -- ------- ° - -------- Q- r------�---- -----\/-=------ 1 ------ T---------- -------- --------- ------------- d ° IA.° 1 I .I 1 . I .d Q ° d I I ° 36'-4„ . 0 o 2,-4,� ■ 1 � { 1 Q ° ° � ° LI �° SLAB ON GRADE W/6x6,.W1.4xWi:4 W.W.M. I I I. ® d i TYPICAL I 6" S 0 RADE A I d ® I I MF-24 I I I I I ® I I MF-24 TYPICAL ° V SLAB ON GRADE 1 a 2'-a" ■ I I° d ° 6 LON GRADE MF-24. I Q d m � d 1 4 r � a ° M.F-24 I �1. ® 1 N T W fiz6, W1. Wi.4'W.W.M. I / ■ N I r d 4 d. a I ■ W 6x6, W1.4xW1.4 / W.W.M. � ■ i MF-24 W/sxs, WI.4xW1.4 W.W.M. ° Q I F 48 r4 _ ■ 1 MF-24 . d Q ° ° I I I I � I Id Q ° I I I I I ■c I . F -- -- a 12'-9,� 12'-!} F 48 12'-2„ 12' 6" F 48 F 48 I 19'-7" 11' 10" I 19'-6,� I 1P 1 z r' 12 -1 1 �2" I 1 Q I d 4 F 8' F 48 ° ® ® N r-- --� Gr ---� � Gr ---� d Q I� e l I■ I■ ° I �rd- _ d -- �'- - I I N ■ 1 ■ ■■ I I I L----->9 -=- ---- -----------I 1 1 L----------- ---------------.-L I I I■■ I I ---- I I I I■ 1 1 I I I I L-- MFd24 ° --� L__ __J 1 L--_ 1 —J 1 ■ 1 L___ l 'd . L_.____J L_____J ° 1----------= M -° -24 a° d _ ° 1 d ° a d ° a o ; MF-24 4 ° d °4 .NOTE 2" VALLEY %OPE 7 %O I ° NOTE 2" VALL Y°SLOPE E o b m ° VALLEY d 0 - ICAL .: _ d I _ E I d d 6° SLAB ON GRA4� W/fiz6. W1.4zW1.4 W.W.M. ° d '�" d pco AB N /6x6, Vfl xW1.4 <�.M. ° �• ^ y 0 ° I m N 4Q d 411 ap 4 I. ° 1 ° ---- ° ----� F 48 '� F 48 A F 48 GI ---- d M ° -24. ° d MF-24 d d - F 4 _ ° 1 1 1 ° i r--� -=---=- ---------------- ----------- - - 6------- , 2'-, v2" 2'- 2.' F 8 I I 1 ■ ° r ■ Xm°1 I I I I I I __JL 'T I 11- _ J r I d ------ ----------------=- 1 I I I I I . Q12' 9„ 12, 2„ Q d 12' 2" I 12' 6„ I I 1 0'-3f✓ 1 „-10" I I 1 d I I d { ■ I ■ ■ J I MF-24 ° I MF-24 d ° .. Q -24 I I d MF-24 ----J L---- 1° 21,-0„ 1 Q d MF 24 1 L N■ 1 1d61Cv 4 ALI ' 6" SLAB ON GRADE ° I ■ I I �� ■ ° .4d 6SLAB ON GR7� DE I � W/6x6, ® 1 I rill. ' I 6° SLAB ON GRADE °TYPICAL I MF-24 6" SLAB ON GRADE ° W/6x6, W1.4xW.4 W.W.M.0 °mm o d W/6x6. W't.4xW,.4 W.W.M.. I � ° � WL4xWi� W.W.M. � �1 �I d W/fiz6W1.4xW1.4 W.W.M. ® I ° Q .° d ■ 1 ■ 1 ■ 1. ■ I .d I ° I d ° Q ■ I. 4 °. r d d .I 1 i d L------- --------------------------- ------------L ° 1---=--------------� -- d -- --�----------- - 1 --'------------ I Q --- -1 ----- Q --------------------I ---- 4 ---- --------------------- �---------------t -°jI/ < verify mo MF-24 MF-24 MF-24 1 NO 6" SLAB ON GRADE op F 36 F 36 F 36 F 48 F 46 F 36 36 F 36 I-------� r------- ®I --�'------- 't--------- -- I -------—1- �--------- ----------- I 1- � —1 1 I -t-------1- -a — - — - I I I -- - I I L _J L_ _J L_ _J L_ _J L_ _J I I I I I 12'-C" 12'-0" 13' 2" 19' 6" L--- __J 32'-7" L_-- __J 12'-0" 12'-0" 13'4" F 36 F 36 139'-6" CONCRETE FOUNDATION SCHEDULE REINFORCEMENT MARK SIZE REMARKS BOTT TOP MIDDLE MF-24 24"W X16"D CONT. CONIC. FTG. 2 #5 1 #5 SEE DETAIL TE-12 " CONCRETE CONT.FOOTING 1 #5 SEE DETAIL F 36 36" X 36"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 4#5 4#5 SEE DETAIL F 48 48" X 48"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 5#5 5#5 SEE DETAIL F 56 56" X 56"X 24" DP 2-ROWS 2-ROWS SEE DETAIL CONCRETE FOOTING 5#5 5#5 CONCRETE COLUMN SCHEDULE REINFORCEMENT MARK SIZE HOOPS REMARKS C-1 8"x 8 1 # 5 48" O.C. FILLED CELL NONE 3000 PSI 8% 12" 4 # 5 # 3 AT 12" O.C. 3000 PSI CONC. COLUMN ■ 12"x 12" CONC. COLUMN 4 # 5 # 3 AT 12" O.C. 3000 PSI ® 3.5" X 3.5" X 1/4" STEEL COLUMN SEE STEEL COLUMN DETAIL w/ (3) #5 S CONTUBLE MESH @ FOOTER .. i M/ FSH- w/ (3) #5'S CONT. STANDARD MF, CONTINUOUS FTG INTERIOR FTG @ BRG WADI MF1 MESH 145 C( 3" MIN. SHOWER RECESS " THICKENED EDGE PAD REBAR EDGE STEEL COLUMN(SEE PLAN) I I BARS -ALWAYS, REMAIN - SPACE ANCHOR BOLTS OTHERS EQUALLY i SEE MANUFACTURES SPECS III WIREOED MESH INTERIOR PAD AT. STEEL COL. PAD REBAR EDGE 11 If STEEL COLUMN(SEE PLAN) BARS -ALWAYS, ANCHOR BOLTS REMAIN -SPACE , i SEE MANUFACTURES SPECS OTHERS EQUALLY i 1 GRADE ICI N o I' I, SEE PLAN • • w EXERIOR PAD AT.COLUMN NOTES: Aii -DIM HRuaotTs ogB�EAS1YA325 JI�NJI�NI�t \ - ALL t/! Sm. PLATES TO OEASIY AJ& - ALL ECIRED MATERIALS ABOVE TO BE EQUAL OR BETTER. - 1 4' nUET WELD ALL AROUND FOR ALL RATE CONNECTIONS - BOLT HOLES To BE 7/B• DIAN. FOR 7/A' qAY. BOLTS - C:UWy 7p�pU BOLT N o Nt7H gICOOA�D Pp<UJfpA�7NUf1N TLOpAGpRAIANCTpNI,ESS�O L�(,ByT 10' % 10' ]/C M " 10• -U9NG 7.3 FAC10R.1.JJ0 LBS Y 7.3 = 1,725 IBS/BOLT 2" FOUNDATION PLAN NOTE 2" CONTINUOUS VALLEY SLOPE TO DRAINS ACROSS CENTER OF BUILDING SEE PAGE P1 NOTE ALL 6" THK. SLAB AT BARN � ga 2' 0 eACNsioE o T' S/w wmx TRUSS MOTH +)r STEEL TOP > w/ r RG.ET NELD ALL MOUND Ts COL STEEL COLUMN SADDLE R/2-6/8• La RECESS CONCRETE Y BASE PLATE STEEL COLUMN PLATE DETAIL STEEL COL TO CONCRETE BEAM STRUCTUAL NOTES ALL STRUCTURAL LUMBER # BE SYP#2 MIN. CONCRETE SLAB TO BE 2500 PSI AT 28 DAYS SOIL BEARING 2500 PSF ALL REINFORCING STEEL A-615 GRADE 60 CONCRETE BEAMS TO BE 3000 PSI AT 28 DAYS A INDICATES TYPICAL Cl COLUMN 8"x 8" FILLED CELL W/ 1 # 5 3000 PS1 CONCRETE va' = r--W u•. HORSE BARN REVISIONS I BY '1 0� 0 010 J O—N �6 w o Q, 0 El- 18101Ibis Ild DRAWN BY: CAR M VR ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvilaca2®Gmail.com DATE 1-10-17 SCALE: 3116' = Nr PROJECT : N AroxI CauRCHmJ" I s 12'4° 12'-0" 13'_2" 19'.6° 32'-7 12'.0" 12'4- 13'-4" -480# A 3-1.75 > 16" DP LVL 3-1.75 X 16" DP LVL 4-1.75 X 18" DP LVL 3-1.75 X 16" DP LVL --- -------- ----- n r n ----- ---- ---- ---- ----- ---- ---- ----- ----- II II I ----- ----- ---- I ----- ----- II „ r II ----- ----- ----- ---- --- - -- ---- ------- ----- ----- ----- ---- ----- ---- ----- ----- --- -- - if -- -_---- ----- ----- ----- ----- -- ---- ji ----- ---- if ----- ----- ----- ----- ----- ----- ----- ----- - - ----- ----- --- ------ ----- - - - ---- if if ij jj II ij ----- ----- - - - ----- ---- ---- ---- I! 11 ----- ----- ---- ----- ----- ----- ----- --- jj ---- ----- -- - -- -- -- - -- - - - -;I -- -- --- ----- ---- ---- ----- ------ -- I! Ijiij II i jj II jj 3: i.12 OI TCIFI ij II ! ij !! 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II I II N If If II II B if I II II 11 I !I �__ ____ _____ _____ _____ _____ _____ _____ _____ _____ __._____ „ _____ _____ _____ __—_ ______ _____I'__-__ ____ r� N _____ __ A II II __ _____ ____ II 0 _ II 6 ,^, „ ,� II _____ _____ L' II II ____ I, 8 „ S II II A _____ _____ _____ _____ II I _____ ___ - II II' _ _____ ____ L " U __ ___ _____ ___ __ _-__ II II II II II II i II I! __ _ _ __ _____ _____ _____ _____ _____ _____ _____ _____�_____ If ,1 II A ,� �� �, „ II N f ____ __ —____ _—__ _____ —__ _____ _____ _ _____ ____ _____ ____ _ _____ ____ ___ 11 _____ _____ IT _____ ____ tr _____ __ _ _____ _____ ____ _ __ II II II II II „ ____ IF __ „ II U II �, „ „ II �� „ �, II II II II II II I' �, I, f 11 ___ __ _ir _ _ _____ r ,� __ _ ___ _-___ —___ _—__ _____ _____ ___— _____ _—__ ____ _____ _____ -__-__ _ __ __ __ _____ _____ ___ _ __ _ _____ __ _____ __ __ ____ ___ _ —__ _--__ _ ____ ___ _____ — - - I �, II II II q .. ,� „ , „ II „ �, If „ ,I „ .I „ II II II II I II II 11 ii II 3-1.75 X 16" DP LVL 3-1.75 X 16" DP LVL P = -1810# CONCRETE BEAM SCHEDULE MARK SIZE REINFORCEMENT REMARK NOTES 11-10D X 1 1/2 BOTT TOP IDDLE TO TRUSS 8% 8• VARES L-1 UNTEL 1 #5 SEE ELEV. L-2 • UN1EL 1 1 �.f VARIES SEE ELM Simpson Stron -THETAO BB-1 ON 6BEAM + 1 #5 ES SEE � ELEV. © Bev 181 #3 STIRRUPS B_1 CONIC. SM. 2 #5 2 ',#5 2 #'6 0 8, O.0 VARIES SIMPSQN SEEper. ®-z CO 12 coNc' 2 15 2 15 #3 STIRRUPS VARIES H 10 L 1 PLY ] -955# O 8' O.C. SEE ELEV. UPLIFT RB-1 12- RAKE O.C. BM. 2 #5 2 #5 NON VARIES SEE M. SIMPSON NAILS UPLIFT ADD / 5 REBAR FOR VERY ADDITIONAL 6• IN DEPTH OF BEAM e- 8D X 1 , H10 TRUSS PLABTED,X 1 1/2'LATERAL 995 UPU FT - 590 / BF16-1 B/1 T F-FILLED WITH GROUT / U-UNFILLED DESCRIPTION F gUANTITY OF f REBAR AT BOTTOM OF TEL CAVITY B §F1 1 13/1 T I NOMINAL WIDTH QUANTITY OF y5 r� e• I I REBAR AT TOP r1 *"'a NOMINAL HEIGHT �I n a ..11-- 1�6 )Uj yT LL✓L j B-2 B-1 4-1.75 X 18" DP LVL CONC. LINTEL 'CASTCRETE' SEE LINTEL SCHK7LE TYP, BOND HEA11 ..�•''.�.� ..r:: fie ' ;.�,a',:-yra..'..�. i:iC�j� ��' •I I` COL STL (SEE WALL S 4' MIN. 4' ■N. (1) # 5 (1) # 6 MIM. MDIL FORM & POUR SOLID - 6" DP. ( EA SILL ). 10, I 1 1 I I I I I ' 1 ' I I' I I `CUNC. BLK W I ------------ - BOTTOM OF FOOTER-----_----- L ADD ---# 6 FOR OPEN GS GREATER THAN 4'-4• TYP. WINDOW/ M. 0. OPEN'G IN BLK. W CONC. LINTEL 'CASTCRETE' 3-1.75 X 16" DP LVL LOWER ROOF PLAN v4• = r-O" TYP .DOOR/ M. 0. OI'EN'G IN BLK. WALL ZMN REVISIONS I BY IIIIGZ IN It O Nit M O st rn W �LL a z X %1 I� J J W ImLO ui N Zm,,� J a� U rn LLI W EL DRAWNBY. CARIM VIIACA 1000 POMPANO S DIXIE HWY. WEST BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL: carlo9vllaca200mall.com DATE 1-10-17 SCALE: 3AG' = 1'-0" ROJECT NATORIB CHUM, REVISIONS I BY IS I, ---------------------------------------------------------------------------- ------------------------------------ --------------------------------------- ------------------------------------------ �T F_--------- —--- —_—------------------------ _______________________________- - -- ------------------------------------ ___--___-____________________________ --------------------------------------------------------------------------------------------------�7----------------------------------- ------------------------------------- ________-___-______________________--____— ___ i j i I I I i LOWER ROOF LOWER ROOF I i j I I 11 j I I ii II I I II li it j1 LOWER ROOF I it ; li ii I; II it �I I I LOWER ROOF LOWER ROOF I I LOWER ROOF -Bzay A I 6'-6" 12, 4" 12' 4" 12,-4„ 16' 8" 12' 4" 12,_4" T2'-4" 1 •, 12'4' 12. 4" 6' 6" IIi (i (i i( II'I (( IIII I( I „i (II IIII III iIiI „ BB- 1 „I,I I (i li I II II II II II II II II i( II II II II II II ii it II Ii: I (I II i„i (( II IIII II!I BL ( lIIi II 1 IIIIII BLB_ (I(I II IL i II II L1 L_ L_1 I L_ L_1 � -1 Ii IIII 1 IiI( I!! II!I'! !! 1 IiIt II IIII I II II _ III II II L II II I II II fmic ilml li IFEERIIIIIII loll II II II II II I t ii i( I' „ I II II II II II jl II II II II II II II II II II I tl II II II II II II II II II II II it (i i( it II it ii i( I II 'I II 'I II II I II II II II II II I' I( II II II II II I I II II II II II II II II II II II ii ii i( i I � � (I II II I II I, I ii ii it II ( (( II r �I II II II II II II I I I ii II II I II II It II II II II II II (I II (( II II II (( i( `I II ( - II D II I II I II II u II II II II (I II r R II II II I R I I II II I II II II II , u I n II II II N II II II II II II II R R II II II jj II II !! !! !! !! II !! II I! 4 II II II II RB-1 11 R N M II II II II j( II II II II II II II II Ij II II II II jj II II II I II II II II II it II II II II II II II I( I II II II (( II II II II II �I II II II II II II II II II II II II II II II II II II Ii II i II ii ii II II II II I II ii 'I I ii II II II II II II II II■ 'i i II i( II it iI i i1 'i II li Il ii II II II II II II II I I I II „ ,, II II II I ii II II Ii ii li ii ii i1 i1 ii ii ii i( II II II II II II II I I 1t II II II II II I II II „■ ii ti it ii 11 it II I I( i( i I II II II ii (( (( it i( ii (( (( ,I I, II ii tl I II ,t II ii (( I ( ( i ( (I (( `i II (I II I I I, I, ii i( II II (( it i ii 11 (( ii I( (I ii II I ,I II II II II II II I, I II I II II it II II II II II■ II■ (( (( ii (I i ii II II (( (( (( (( (i `i I (i (( (( II (( i( `i I (( (I N (( N (( N (( (( (i (( (( (( „ „ i( ii i( ii j( (( i( i( ii II II II II II II II II II II II II II II■ ii (i II ij II II (( (( (( ii II ,i ■II ■Iill ■ 11 :, II ■ ■ al 11 ■I ■', ■I ■ ■II ■I ■II ■ ■ II II II ee-1 II t II II II II-1 II II II II II II Be-7 II II II II II it �-1 II it II II „ „ II II II II II BB-1 II II II II ii „ „ „ II I II ae-1 II I I N II B1 II II II II II B 1 II II I II-1 II II II II II II II BB-1 II II II II II I; BB-1 t II II ■ L_1 L 1 L L-1 „ II 'I L 1 1 „ „ L-1 L-1 L-1 -624 A N LOWER ROOF LOWER ROOF LOWER ROOF i� l II (i Ij i i j j i I j I� LOWER ROOF LOWER ROOF I I I I I i I LOWER ROOF I I 1----------------- ----------------------- ------------=__----- --------------------------------------------------- —------------------------------------------------ —----- a------------------------------ ---- I I I ; -—--- ------ —-------- —--------------------------- —--- —---- —------- —------------ ------------L----------------------------- --- —------------------- —------ —-------- —------- —--- —------------- 1 I i -------- —--- ------------------------------------------------------------------ —---------------- —--- —------ --------------------- —-------- -- ----------- ------- —------- —------------------------------------- —----------------- —--- —-------------- --------------------------------------------------- ------------------------- --------------------------------- ' -1810# CONCRETE BEAM SCHEDULE 1�p` 1-10D X 1 1/2 TO TRUSS MARK SIZE REINFORCEMENT REMARK NOTES BOTT TOP IDDLE L-1 !ix Ir UNTEL 1 #5 VARIES SEE ELEV. L-2 B'x 16" UNTEL 1 1 VARIES SEE ELEV. Simpson Stron -THETAO 1 BOND BBEAM 1 i5 VARIES SEE ELEV. Q SIMPSON . B-1 rx 18" CONC. BM. 2 #5 2 /5 2 #6 #3 STIRRUPS 0 B' D.C. VARES SEE ELEV. e z Bx,2 CONC BM. 2 #5 2 #5 r3 STIRRUPS 0 B' O.C. VARIES SEE ELEV. H 1.0E 7 PLY ] -955# B"x 12' CONC. BM. 2 N5 2 NON VARIES SEE ELEV. UPLIFT SIMPSON NAILS UPLIFT ADD / 5 RFHAR FOR VERY ADDITIONAL B"IN DEPTH OF BEAM H10 TRUSS 81) X 1 7/I 995 UPLIFT - BOX 1 1/t LATERAL - 590PLATE I► 8F16-1B/1T F=FILLED VATH GROUT / U=UNRLLED DESCRIPTION QUANTITY of�5 REBAR AT I— BOTTOM OF UNTEL CAVITY gF1I6-1B/1T NOMINAL MOTH QUANTITY OF /5 REBAR AT TOP NOMINAL HEIGHT GROUT,a B� e r� I A5 7 L-1���Y lflir 1 B-2 B-i UPPER ROOF PLAN ]/,f = Mr 0 N CARL G RBES sssLs�z5L PONPAIM61662=FL It 00 0 1.0 ~ rn w a z X !�1 F�O�.I O �V yUy J Qy W ]W^C/III WI T � ►���.y1I o co �o, V F� �i1 U 0) F/ �I In 0) Q O R Ld OL QQ DRAWN BY: CAM" VII.ACA POMPANO xBEACHY FLWEST 33060 PHONE:561— 445— 9661 EMAIL- carloevI1aca20Gmatl.com DATE 1-10-17 SCALE: 3/16' = r-(r PROJECT : NA11CIM CHUPCHRL REINFORCED MASONRY WALL NOTES 1. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm=2,000 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1 SPECIFICATIONS. 2. QUALITY ASSURANCE INSPECTIONS ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE INSPECTOR SHALL INSPECT THE FOLLOWING: A. PLACING OF THE REBARS IN THE CELLS (POSITION IN THE CELL, LAPPING AND SPLICES, BAR SUPPORT AT 10 FT. HEIGHTS). B. VERIFY CLEANLINESS OF THE CELLS TO BE GROUTED. INSPECTION HOLES AND THE BOTTOM OF THE POUR AND MORTAR PROJECTING INTO CELLS TO BE GROUTED. C. OBSERVE AND BE PRESENT DURING THE PLACING OF THE GROUT OR CONCRETE INTO THE VERTICAL CELLS. D. THE ABOVE APPLIES FOR MASONRY BEAMS AND BOND BEAM INSPECTION AS WELL. 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M". 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. (8) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION (AT 10 FT. VERTICAL SPACING). (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT f'ACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL. CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. (F) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 4 FT. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (V-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T' AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. 12 4 METAL ROOF OVER 90# OVER 30# FELT strap or up achorage 5 8" CDX (SEE BEAM SCHEDULE) // 4—�\\ 4 R A RATED PERPENDICULAR R30 CONT. 2 4 ®6'-0" O,C, �� �' r� \ TO E 1p ® f > �, TRUSSES see plan 4 Y WITH 3 FASCIA STUCCO SOFFIT REINF. CONCRETE TIE BEA `� I �' � � j (SEE BEAM CHEDULE) `+-I� ROOF TRUSSES�`�\ 24" O.C. SEE PLAN 9 K 4' —0" ATK KCABLE ENDS ZONE PLAN ROOF SHEATHING 9 SHEATHING SCHEDULE LOCATION PANEL FASTENERS SPACING /ZONE 9 WALLS 5/8 CDX / 6" O/C EDGES ZONE 4 s APA RATED 8d 9. ring shank 4 O/C EDGES/ZONE 5 5/8" CDX 8d 6" O/C EDGES ZONE 1 117 T.T�T�.1 B c.f ROOF APA RATED ring shank /ZONE 2 REINF,�W/ 1#5 4" O/C EDGES/ZONE 3 SEE P PLYWOOD ROOF DECKING AND DIAPHRAGM A. SHALL BE 19/32" MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. PPLIED WOOD BASE. B. CONNECT PLYWOOD ROOF DIAPHRAGM TO STRUCTURE WITH 8d RING SHANK. NAILS, TDOUBLE JOINT FILL. ALL CELLS SOLID FOUNDATION 4" CONC. SLAB 1P/Ba8-10/10 MESH L VISQUEEN VAPOR HARRIER EL. 100'-0" MESH ® FOOTER 9 GRADE d. r^ A. . x 30„ L COMPACTED TREATED FILL � d a (REFER TO ROOF SHEET FOR TIE -BE M ELEVATIONS - WHERE APPLICABL SEE SCH. fRODS NEI" VERTICAL AT TIE BEAM WALL SECTION W/ 29 OVERHANG P W/ (2)#5 J (1)#5 ROD IN POURED CELL, 1TIIEED AT FTG. & TIE BEAM ROOF SUPERIMPOSED LOADING STEPPED TIE BEAM DETAIL ROOF LIVE=30PSF(SUPERIMPOSED) DEAD = 25PSF (10 PSF FOR UPLIFT) A -ZONE (TYP.) ZONE EFTM. CHORD BRACING TYP 724 O/C MAX.•SECURED W/ ZONE (TYP) 6'-0" MAX EACHOCHORDCOMMON INTERSECTION, TYP. TYP. --- ----- 30 BENT BAR LAP SPLICE 30 LAP A -ZONE (Tv ) AT EACH CORNE (TYPICAL) R� t:;; (1 EA.)#5 VERT. IN CONC. ZONE2 1 FILLED C.M.U. BELOW n� >:.>`.= (TYP.) e..m \c:iiri1 J p 7\ c::::1 (2 EA.)NS TOP &BOTTOM E�- _'_'_`_�-� (SEE BEAM DETAIL) ROOF WIND ZONE DIAGRAM ZONE 1 : -38.33 PSF ZONE :-64.21 PSF ZONE :-6421 PSF VI 2x4 DIAGONAL B BRACING, SEE P FOR LOCATION . CHORD BTM. CHORD WOOD ROOFLi OF TRUSSES A -ZONE :4.45 FEET BOTTOM CHORD BRACING NTS WIND ZONE PRESSURE DIAGRAM 9 GA HORIZONTAL REINFORCEMENT # 5 DOWN BAR 36" ABOVE SLAB 12" HOOK AT FOOTING REINFORCED FILLED CELL SEE PLAN FOR SIZ� AND SPACING. 2x4 #2 SOUTHERN YELLOW PINE CROSS BRACING MEMBERS FASTENED TO TRUSSES W/4-16d NAILS EACH END (REFER TO TRUSS NOTES, TRUSS LAYOUT AND NOTE BELOW FOR 8" x 8" x 15" LOCATION) m ni KNOCK OUT 2x4 CONT. LATERAL WOOD BRACING NAILED 9 GAUGE CORNER DETAIL TO HORIZONTAL ANDBOTTOM AS REQUIiRED BYORDAXIMUM TRU S MANU ACTUIR R REINFORCEMENT EVERY OTHER COURSELAYOUT (REFER TO TRUSS NOTES AND TRUSS 8" x 8" x 16" ONCRETE (LTYPE) FOR LOCATIONADDER ) MASONRY UNITS TYPICAL V13RACE DETAIL BLOCK REINFORCEMENT NTS HORSE BARN'"' REVISIONS I BY It OD 1^ � O (rya d I+M LL 0 W 4 O X I,�jyl O ¢ W O W MST J f�yyyy J O w I q OT N 0_ OO O co 0 J d U ¢ a7 m U J W Q a o W A a DRAWN BY: CARLOS VHACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvilaca2OGmail.com DATE 3-1-17 SCALE: 3/16' = r-W PROJECT : NOMPM-CESPEDES RUN RUN COOLING EQUIPMENT#8 COVERED PATIO RUN 0 WALL MOUNTED AHU WALL MOUNTED AHU I II o o 0 it TACK ROOM EF— 1 STABLE #2 STABLE #3 STABLE #4 TABLE #1 TEMP.CONTROLLE OFFICE STABLE #14 STABLE #13 STABLE #12 I, FEI II � I EF- 2 r---- �-�+ ram^- __ 1\ / 11 / l`` I I I GLOBAL MODEL # 248448 COMMERCIAL FAN ��'/ '\' 1 ° 30 GAL.WATER HEATER FEI I I +wwx..ur.rrwuval j \ 1 11 / % \1 I I 1 7E) I I II OVA LAVATORY J EF— 1 BATH I I STABLE #8 EF— 1 EF— 1 TEMP. CONTROLLED TABLE #5 STABLE #6 STABLE #7 WASH DOWN ! HAY ROOM TE>�Co D BREAKROOM STABLE #9 STABLE #10 STABLE #11 I; I O O O O 4 i z O x WALL MO U AH WALL MO U D AHU \ II -------------------- - VENTILATION FAN FAN NO. AREA SERVED CFM RPM AMPS VOLTAGE FAN TYPE CONTROL EF— 2 NON AC AREA 670 1500 .38 120-1-60 WALL MOUNT TEMP. EF-2 WITH BACKDRAFT DAMPERS. �► • • RUN COVERED ii RUN PATIOI NOTE: TEMPERATURE CONTROLLED EXHAUST FANS IN BREAK ROOM, TACK ROOM ,& HAY ROOM EXHAUST FAN o FAN NO. EF— 1 AREA SERVED TOILETS/HAY/TACK CFM 50 RPM 1075 AMPS •11 VOLTAGE 120-1-60 FAN TYPE CEILING CONTROL LT. SWITCH OR TEMP EF-1 WITH BACKDRAFT DAMPERS. COOLING EQUIPMENT#8 MAKE MODEL 2 TON 800 CFM EFFICIENCY TOTAL BTU MITSUBISHI MXZ-2C24NA 18 SEER 22,000 800 CFM HEATING EQUIPMENT#8 MAKE MITSUBISHI MODEL 2—MSZGE12NA EFFICIENCY 9.5 HEAT CAPACITY 21,000 REF. LINES SUC/LIQ. 1/2/1/4 BOTH FREON LINES INSULATED COOLING EQUIPMENT#9 MAKE MODEL 2 TON 800 CFM EFFICIENCY TOTAL BTU MITSUBISHI MXZ-2C24NA 18 SEER 22,000 800 CFM ■❑ EF- 2 LOBAL MODEL # 248448 QOMMERCIAL FAN a MECHANICAL PLAN �1 1/4" = r-T HEATING EQUIPMENT#9 MAKE MITSUBISHI MODEL 2—MSZGE12NA EFFICIENCY 9.5 HEAT CAPACITY 21,000 REF. LINES SUC/LIQ. 1/2/1/4 BOTH FREON LINES INSULATED HORSE BARN wlxgtum� •� I IJ ,y�j? CARL G. FO"FS I Z5s s� > VA-MM 00 N 17 O a � �W � a Z n! 4 Z) X W O Fr1y1 0 (n J J W U � co w I m N oLo U00 J Lo Q� J W Q O w 0- DRAWN BY: CAR M Vn ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carloavilaca2®Gmail.com DATE 1—lo-n SCALE: 3AG' = r—(r ROJECT : NATO CxoRCHILL VENTILATION CALCULATION e BARN/STABLE = .15 X S.F. CFM = .15 X 4166 = 625 CFM vent air 625 cfm must have auto damper GLOBAL MODEL # 248448 COMMERCIAL FAN LINTEL LOUVER BI DIA CFM EXHAUST FAN 10 SQUARE OPEN. REQ. ,OCK VENTILATION FAN PROVIDE STEEL SLEEVE AT PENETRATION AND SEAL ENDS WATERTIGHT PROTECT REFRIGERANT LINES UP ALONG WALL WITH LINE COVER AND PAINTED TO MA I CH ARCH I LC I URE LINE COVER SHALL BE 22 GA. SHEET METAL WEATHERPROOF FASTEN TO WALL WITH 1/6"4> CONCRETE NAIL WASHER (2) Ye' PLASTIC COATED STEEL CABLE SECURE TO SLAB W/ S.S. TURNBUCKLES. CONCRETE BLOCK FILL SLEEVE WITH 51LIC SEALANT FOAM CTG FR CONDENSING UNIT s PER FBCM 301.12 WIND LOAD. KEEP REFRIGERANT LI FBCB 1301 . 1, 1620, ASCE'1-10 NIGH AND TIE TO TRUS SECURE CONDENSING UNIT TO MEMBERS CONCRETE PAD WITH I" WIDE GALVANIZED SHEETMETAL STRAPS RATED FOR 170+ MPH HURRICANE FORCE WINDS (TYPICAL) STEEL U BAR IMBEADE FX 5LA5 ELEV. = +0'-0' THE CONCRETE. PROVIDE 3/4" LAG -BOLT TO TIE DOWN CONDENSING UNIT NEOPRENE VIBRATION 15OLATOR5 TO SLAB (TYPICAL OF 4) 4' CONCRETE HOUSEKEEPING PAD CONDEN51NG UNIT MOUNTING IDETAIJ_ NTS *V PVC SCHED 40 CONDENSATE LINE FROM NEW UNIT TO NEAREST : A 12'DIAM x1B'DEEP 'E, FILLED W/GRAVEL BED, FOR _(PREFAB 5 GAL MIN DRYW ❑VED EQUAL DRY WELL DETAIL GALVANIZED EXAUST ROOF CAP W/BACKDRAFT DAMPER SLOPED ROOF CAP. 2x4 WOOD BLO BACKDRAFT DAIMPER CEILING WIRE MESH SCREEN INSTALLED e- 4" GALV, METAL DUCT 26 GA. NUTONE EXH. FAN — GRILLE SIZE AS PER MFR, SPEC'S- EXH AU ST 1= AN SLOPED AIR INLET DETAIL N.T.S. MECHANICAL DETAILS HORSE BARN f 3J RED. L FL R� .. 0 0Q�it� A 1 OHill r IAAJ �aN< 0 IZIoN t awe 6 DRAWN BY: CARLOS VR ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL carlosvilaca2®Gmall.com DATE 3-1-17 SCALE: PROJECT NOMPM-CESPEDES , , , l l I I I l l l l l l l l l , ELECTRICAL PLAN NOTE: TEMPERATURE CONTROLLED EXHAUST FANS IN BREAK ROOM, TACK ROOM A HAY ROOM ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CLG. MOUNTED LIGHT P SECURITY SPOT LIGHTS WALL MOUNTED LIGHT .4 TELEPHONE JACK SWITCH r[Iv TELEVISION / INTERNET $a SWITCH 3 WAY i�o SMOKE DETECTOR RECEPTACLE X` CARBON MONOXIDE DETECTOR _ Fl GROUND FAULT INDIC A EXHAUST FAN UNDER COUNTER LIGHT LED HI —HAT CAMERA ® LED HI —HAT (MINI) 220 VOLT RECEPTACLE ELECTRICAL METER ELECTRICAL PANEL DISCONNECT ® SPECIAL RECEPTACLE O PENDANT LIGHT HORSE BARN v4'=Nr ELECTRICAL NOTES: 1, ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE N.E.C. 2011 AND LOCAL GOVERNING CODES 2. ALL WIRING TO BE COPPER UNLESS OTHERWISE NOTED. 3. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LABELED 4. ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR. 5. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" A.F.F. TELEPHONE JACKS 12" A.F.F. LIGHT SWITCHES 48" A.F.F. RECEPTACLES 12" A.F.F. TELEVISION JACKS 12" A.F.F. 6. CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. 7. ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. B. ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. 9. LOCATION OF ELEC. REC. SHALL COMPLY W/ NEC-210-52 AND RECEPTACLE SPACING SHALL COMPLY WITH NEC 210-72. LIGHTING OUTLETS SHALL COMPLY WITH NEC-210-8 10ALL NEW CIRCUITS TO BE ARC FAULT PROTECTED NEC 2008 210J1 IIALL NEW RECEPTICLES TO BE TAMPER RESISTANT NEC 406.11 FAI REMbSIONS BY comics 4 IV 5-247 .5/3 o�7 RUNE WAM FL 00 1� N 1^ � d O a d �W° a 4 � Fil O aryl = W X V N J W Ln (h Ln (D W 0] N o00 J U U (31 J W oQ a o jp W w d DRAWN BY: CAR1.0S VIUCA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL: carlosviloca2®Gmail.com DATE 1-0-17 SCALE: Y16'=Nr PROJECT: xnmZE oaaxcHELL REVISIONS BY CARL G. FORBES I --------------------——--------------- ----------------------------------------------------- —---- ------i t ------- —------- —------- —----------------- ------------------------------------------------------------- RIX ----—------------------------------t ' ss s —------------------------------------------------------------ rol" xo anFL!! !! COVERED !! t! I I I PATIO t RUN !! �+ RUN RUN II II II tt ;I I I HB HB � I I f l t HB f B- HB o HB HB HIS ii H6 HB HB 0 RUN o N���'Z�r aQ I STABLE #1 STABLE #2 STABLE #3 STABLE #4 TACK ROOM OFFICE STABLE #14 STABLE #13 STABLE #12 A !� El 1 ❑ TO SEPTIC � ��Q •� � �� a vrF 4- V 4" P TRAPS WITH 0'74 VTR_ TRAP PRIMERS &HAIR BASKET W �$®5 4 WAY C.O.LLJ Q— I .c % U �a VALLEY VALLEY VALLEY VALLEY VALLEY AT SLAB B A 4' AT SLAB A SLAB VALL [L�� >y l -[RAP TRAP TRAP 3' a A B F,RIMER PRIMER TRAP TRAP �Pld Aga TRAP js PRIMER PRIMER PRIMER 4 WAY C.O. TO SEPTIC i ❑ IT_p� !i 3 F\X 0 GALLON LOW E.W.H. y 2- VTF i p BATH 3„ ITEM ' I I � I I STABLE #8 ? --- TABLE #5 STABLE #6 STABLE #7 HAY ROOM 3 3"VTR BREAKROOM STABLE #9 STABLE #10 STABLE #11 I � � I N HB HB HB HB d- I HB HB HB ✓�,' O __ ____________________ -------------- IT� FIB HB t i HB L-I O) �! I Q2oa W RUN RUN !' w COVERED t PATIO ! !! �w tt !i w00 ------------------------------------------------------- ----------------------------- ------------------ ------------------ ----------------------------------- ----------------------------------- --------------------------------------- ---------------------------------------------- ---- ----- ---------------------------------------------------------------------------- ------------ --- ------ -.------------------- ---- ----------------- --------- ------ --------------------------- Q Q � UziZ h < O R W DRAWN BY: CARLOS VILACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 PLUMBING PLAN EMAIL carlosvilaca2OGmall.com DATE 3/16' = r-T 1-10-17 SCALE: 3116' = r-(r ROJECT : NATORIS CEURCHQL SHEET 5 P1 HORSE BARN 2" VTR , I DRAIN P TRAP 2" VTR Jl WATER & SANITARY PIPING MATERIAL MATERIAL NOTE: WATER SERVICE PIPING CHLORINATED POLYVINYL CHLORIDE (CPVC) PER FBC 2010 TABLE 605.3 WATER DISTRIBUTION PIPING COPPER PER FBC 2010 TABLE 605.4 SANITARY & VENT PIPES POLYVINYL CHLORIDE (PVC) PER FBC 2010 TABLE 702.1 TABLE 702.2, TABLE 702.3, TABLE 702.4 2" VTIRJI I I I I I I I I TO SEPTIC 4" P TRAPS WITH TRAP PRIMERS & HAIR BASKET TO SEPTIC MUMt I K14 PLAIN NTS CERAMIC TILE BOND COAT REINFORCED WALL MORTAR BED OLID BACKING 0 CERAMIC TILE INTEGRATED DRAIN BONDED FLANGE y . SHOWER PAN LINER CRUSHED TILE SLOPED REINFORCED FLOOR OR STONE AROUND MORTAR BED 1"--1 3/4" THICK WEEP HOLES SHOWER DETAIL N.T.S. IRE REOL OUT'. Ir WATER SIZE LINE FOR THE WHOLE HOUSE INCLUDING THE ADDITIONAL FIXTURES IS REQUIRED TO BE 1" FIXTURE CONNECTION SCHEDULE FIXTURE TYPE C.W. CONN. H.W. CONN. TRAP SIZE F.U. COUNT FLOW RATE REMARKS WATER CLOSET 1/2" — 3" 3.0 GPM LAVATORY 1/2" 1/2" 1-1/4" 2.0 GPM BATHTUB 1/2" 1/2" 1-1/2" 4.0 GPM SHOWER 1/2" 1/2^ 1-1/2" 3.0 GPM SINK 1/2" 1/2" 1-1/4" 2.0 GPM WASHER 1/2" 1/2" 1-1/2" 2.5 GPM DISHWASHER 1/2" 1/2" - - VACUUM BREAKER & ALVE IN THE VERTICAL NOTE: PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS TO COMPLY WITH REFERENCED STANDARD AS PER FBC TABLE P2701.1. tile in bath and shower should be brought up to the levels shown REVISIONS I BY SA117 RUM RD. BEAM FT. R� .. o 000 Q A/ 1 0 �a� NQ ��r Ow0 a_ 12 o a � r` W Q Z W yo X 4rLy1 U L� N J J �ftl W co jr j�ly cp In iSO!_-yi U ,] m 00 U 0F~ Lo Qj�i J C'� U C' J W QQ Q O h W w 3- DRAWN BY: CARIM VR ACA IXEHYNPOMPANOBACFLA. 33060 PHONE:561— 445— 9661 EMAIL cadoevilaca263mall.com DATE 3-1-17 SCALE: 1'-c ROJECT NOMR&CESMDPS A SKIM COAT OF ADHESIVE COMPLYING WITH ANSI A 136.1, AMERICAN NATIONAL STANDARD FOR ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE I OR TYPE II, SHALL BE APPUED OVER ALL SURFACES THAT HAVE BEEN FINISHED WITH JOINT COMPOUND AND ALLOWED TO CURE BEFORE THE APPLICATION OF TILE BEGINS. CUT EDGES AND OPENINGS AROUND PIPES AND FIXTURES SHALL BE CAULKED FLUSH WITH WATERPROOF, FLEXIBLE SEALANT OR ADHESIVE COMPLYING WITH ANSI A 136.1, AMERICAN NATIONAL STANDARD FOR ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE I OR TYPE II, THE TILE, WALL PANEL, OR OTHER SURFACING MATERIAL MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED. TILE OR WALL PANELS SHALL BE APPLIED DOWN TO THE TOP SURFACE OR EDGE OF THE FINISHED SHOWER FLOOR, RETURN, OR TUB AND SHALL OVERLAP THE TOP UP OF THE RECEPTOR, SUB —PAN, OR TUB AND SHALL COMPLETELY COVER THE AREAS SPECIFIED IN SECTIONS A.1.2.3 (a) through A.1.2.3(e). (we figure) (a) TUBS WITHOUT SHOWERHEADS — SURFACING MATERIAL SHALL EXTEND NOT LESS THAN 6 IN ABOVE THE RIM OF THE TUB. (b) TUBS WITH SHOWERHEADS — SURFACING MATERIAL SHALL EXTEND NOT LESS THAN 5 FT ABOVE THE RIM OF THE TUB OR 6 IN. ABOVE THE HEIGHT OF THE SHOWERHEAD, WHICHEVER IS HIGHER. (c) SHOWER STALLS— SURFACING MATERIAL SHALL EXTEND NOT LESS THAN 6 FT. ABOVE THE SHOWER DAM OR 6 IN. ABOVE THE HEIGHT OF THE SHOWERHEAD, WHICHEVER IS HIGHER. (d) GYPSUM BOARD WINDOW SILLS AND JAMBS IN SHOWER OR TUB ENCLOSURES SHALL BE COVERED TO A HEGHT NOT LESS THAN AS SPECIWED FOR THE WALL (e) SURFACING MATERIAL SHALL BE APPLIED TO THE FULL SPECIFIED HEIGHT FOR A DISTANCE OF NOT LESS TAN 4 IN. ( 100 mm) NTS BEYOND AN OUTSIDE CORNER ARE EXCLUDED. IF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED AND CT WILL NOT BE BACK -CHARGED FOR ANY ITEMS FOUND AFTER THE FACT OF THE RETURNED LAYOUT ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE ANY PRODUCTION OF WD. TRUSSES ':: I 2* 4" ELEV. 12'-1 112" ELEV. 6 3/16" 5/12 I A5 5/12 5' 11 1/2" 12'-8 3/4" ELEV. TOP@ LEDGER A -A SECTION 13' 0" 6 3/16" A sr (311.75''r16" (3) 1 76'xl&' (3) 1.75'.16' (3) 175'kt6" (3) 1 75"x16" (4) 1.79'06" DEEP 1]5'k1 1P 1P DEEP LVL EAM DEEP WL BEAM DEEP LVL BEAM DEEP LVL BEAM DEEP LVL BEAM LVL BEAM LVIL6" D B D LVL B DEEP LVL BEAM DEEP LVL BEAM DEEP LVL BEAM DE 144'4" 2. 4. 2-4" 11,101, 50'3 18'it" 198" _- _ _ 37'8" ro _ _ -_. - ---_ ._ -. _ _ in 2.10 RAFTERS BV 2x10 RAFTERS BY 2x1G RA T RAFTERS BY OTHERS OTHERS , OTHERS I m m z r- p `� `� `� `��� `� - m 9 `� all all, ij %. a a Q� � a `� `� , ��� "� a "� a a ° �yWQG I Q DO d m �xry Sao +4 iNI .. I � ✓S' � � 4.�G i 1 o _ IyI p ,I IVY IN 11 __ _ m l [o �m m mQm OPEN TO SECOND FLOOR ROOF ¢ o Dorc -_- m 00 .-�d0 ❑� ❑H S 0 �--� O / /' w ,VDI o - Ili r O o ) m [C D. - .� . 0.. 0'� 2. 0" ' 0" ' 0,. 2. ,, 2. n � 0' .. . �.2 �.: 2' 0- • 0' 12' 0' 2' 0- 2' 0' . 0. 2� i 0.. . 0• r . 0.. ':' � 0.. � 0.. � . 0" � . 0' . 0' . 0" . 0• . 0• ' 0" ' 0" O 2. 0.� 2. 0" 2. 0" 2. 0�. 0�. ' 0.' 2. 0" 2. 0" 2' 0" 2. 0.. 2. 0.� 2' 0" 2' 0.� 2. 0• 2. 0.� .' 2. 0' 2. 0" . 0' � 0�. 2. 0" 2' 0" 2. 0„ 2' 0" 2, 0„ 2. �. 0" . 0• 2101, 2101, 2. 0�. . 0., 2. 0• 2. c m 8 ' y ry Le Q Q ry Q. 2 ry III .L C Q Q Q Q Q G Q Q Q a ry Q 6 C Q Q y y 5 it 2x10 RAFTERS BY n-x 200 RAFTERS BY OTHERS 2z10 RAFTERS BY OTHERS 2.4" OTHERS 50'3 19'T' 37161 Y4" ne 0 n _.. -- __. - _316 ... _... _- _ ._..-_. e' 144' V -- 5"x1fi" 1311 75'06' (3) 1 75'Y16- IS xi6'. (3) 1.75"zt6" (3) 175"xiG' DEEP LVL BEAM DEEP DEEP LVL BEAM DEEP LVL BEAM LVI- B DEEP LVL BEAM DEEP DEEP LVL BEAM DEEP B DEEP LVL BEAM DEEP DE P LVIL6" DEEP LVL BEAM DEEP LVL BEAM DEEP LVL BEAM iT5' re- 12'o" 12'0" ._.._ _13.2 196_. - - -- -- ------ - _ 32'T', _-. _ _- -- ---- -- 12'0" - _ 12'0" 13'4" I.�.I■I■I ICI �� ��1110Ig,111pli�IIs l � � � I��I�� I �� ��I�. wI�I . //�G .�I�I�����I�� < �®' N �• � INS'1111 Now ��I I��� 0N NfI ' 1 ) 1 1 1 , r . ' ' ' 1 ' ' ' ' ' 11111 I �� �1�� 1 NOMINEE 111�I � e� r S' h J S7 WZO. 1 W501 Ir r///'/�� ��/�r/ /.i////. // .'//7//.;�//'r//�iV�/Ili/�/.iI///.1 !r�/IVWAIInns Ipi//.i .16L'. //!%III. SIN �I��I%/�!'/��i. 1%//li//% ►O/a I/% ///b:'�.L17//1V//�:%/�! IDlf6b1► i� it///" .:�� .i��:7//.,NCI%/�!'//��1��/IIVAWOVOW,l VERIFY ALL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION GIRDER LOCATIONS, CLG HGT.s, COFFER CLG. LOCATIONS END DETAILS, PITCH, FASCIA, O.H. & CANT SOME DOWN FRAMING REQ. BY BLDR. DROP CLG., CEILING CHANGE & COFFER CLG. AREAS Hatch Legend RAKE BEAM 23-0" �12-1 1/2" rAPPROVED TRUSS ANCHOR BY BUILDER PLUMB CLt OVERHANG LHEEL HEIGHT = 6 W16" 901"T'OM = 2z4 MIN. - TOP = 'x4MIN, 12 s✓ e STABLE TRUSS END DETAIL PROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 6- BOTTOM = 2x4 MN I TOP = 2x4 MIN, TRUSS END DETAIL SHOP DRAWING REVIEW Wind Load Type: LOADS ROOF FLOOR ASCE 7-10 MWFRS Design Wind Speed: 170 mph TCLL 30 40 Building Type: Enclosed TCDL 15 20 Category importance Factor 11 1.00 BCDL 10 5 Duration Factor. Roof 1.25 / Floor 1.00 BCLL 0 0 Building Exposure: 'rC'r TOTAL 55 65 Truss bottom chord analyzed with 10psf non -concurrent live load 30 psf concurrent live load On trusses designed with storage space. TRUSS HANGER INFORMATION Check TRUSS ENGINEERING for gravity and uplift values. If the value exceeds the capacity of a hanger shown below, then it is the responsibility of the builder to provide a suitable connection. All 2-ply hanger values are based on a 2-ply supporting girder. HANGER GRAVITY FASTENER CONN. ROOF FLOOR UPLIFT GIRDER TRUSS A TH026 206 3060 26" 2265 18-16d 12-10d 1 112" B THD28 2x8 4486 4115 2330 2846d 16.1W 1 112" C TH026-2 2x6 33SS 2770 2340 18-16d 12.1 Od O THOH26-2 2x6 5245 4375 2340 20-16d 846d E THOH26.3 2.6 5245 4375 2340 20-16d 8.16d F TH028.2 20 5005 4310 2595 28-16d Ili G THDH26.2 2x8 8025 7360 3330 36-16d 10-t6d H THDH28.3 2x8 7836 7595 4370 36-16d 12461 1 THD46 2x6 3175 2540 2285 18-16d 12-10d J HJC26 2x6 3490 2136 16-16d 5-10d K SKHH46L18 2x6 2100 16110 1345 12-16d 6d6d L SKHH26L/R 2x6 1890 1510 2190 18-16d 12-101 M SKHH264&R-2 2.6 2100 1680 895 12-16d 4-111 N 0 GTW82T 2x8 10900 8720 8435 22 - W53 16 WS3 P GTWS3T 2x8 12470 11100 12490 28 - WS3 24 - WS3 Q GTWS4T 2x8 12470 11100 124N 28-WS3 24-WS3 R MSTAM241HTWM20 Connection OR EQUAL. by bldr. - 1545 51/4"TaP con 9-10d S T RTi6A OR EQUAL Connection _ 1380 8.10d 9-10dxi.112" by bldn x 2-RT16A OR Connection EQUAL by bldr. 2780 16-10d 18-10dzi.112" Y Z CONNECTOR BY SLOR **IMPORTANT INFORMATION** ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBILITY OF THE ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL FRAMING FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY RESPONSIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. BEARING HEIGHT DISCLAIMER: IT IS THE SOLE RESPONSIBLITY OF THE ARCHITECT OR PROJECT ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR CHANGES IN BEAM HEIGHTS. CT BEAM HEIGHT SCHEDULE IS A GUIDELINE ONLY. REFER TO ARCHITECTUAL AND STRUCTURAL DRAWINGS FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE RESPONSIBLE FOR THIS INFORMATION. FIELD BRACING is not the responsibility of the truss fabricator, truss tlesigner. or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which Is always required to prevent toppling and continuing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses must be braced at 24" on center maximum. Where no direct bottom chord sheathing is applied, trusses must be braced per local code. Trusses must be handled with extreme care during erection to prevent damage or personal injury. Refer to truss engineering for connection and bracing requirements. These calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsible for the Integrity of their product.Trusses remain our property until paid for in full. Truss layouts and engineering may not be reprotlucetl in part or in full antler any circumstances. SHOP DRAWING APPROVAL THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUSS ENGINEERING OR FABRICAITON. THE BUILDER MUST VERIFY THE COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER, AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSTOM TRUSS LLC. Approved BY Date saaaaaaa- NOTE'. Horizontal and Vertical Truss reactions and uplift calculations are provided by CUSTOM TRUSS U.C. for the JOB ENGINEER OF RECORD to accurately provide support for the ROOF TRUSS SYSTEM and for proper connection of the ROOF TRUSS SYSTEM to the supporting structure. State of Florida Registered Engineer CARL G. FORBES, PE FL.Reg.Nos 20699 555 W. POMPANO PKWY, POMPANO BEACH, FL. 33069 r (954) 682-6651 Dale N" Revisions CUSTOM TRUSS 1890 W. ATLANTIC AVE. DELRAY BEACH, FL 33444 PH: (954) 786-8800 FAX: (954) 786-8804 NC' ExCEFTtPNS TAKEN t yI (_;ustomer: SOLTY PLUMBING Job Name: 1 1 CESPEDES REbY PE 1)AV-tJ ( ) n TGIF DESIGN Job Address: AAF F,FRrsNFFs0174�4�h L rF y rH rHE C24 CANAL R�A4j�q�T DNS/gjlJ ;U riPi CON- 0 ryG a ON,S TO 8E C.ON- Subdivision: Lot:QR'�jH( %61lt A.P:C C 7Ft H I 0 AT c u SITE; FOR INFORMATION THAT p1R7AR4S 3n, FI.'r 101HE_ ASi'IrAI'iCN PROI`F_SSES OR TO iFtHN';;L S G; CGriSTRI,CT1UN; AND I'OR COORDINATION OF THE WCRK OF ALL TRADES. City: ST: ZIP: FlrlivV LID `\RCHIT-,CTURE Nc. FORT PIERCE FL DATE Z I�By , " Drawn By: Scale: � te: B GURDA 1/8'. 4/14/2017 Job Number: #170463