The URL can be used to link to this page

Home My WebLink AboutApproved Plans130'-0" 103 DRIVEWAY/PARKING `1 Lw CID W T � 24.5' NAVD V FIN. FL 67'-4" SEPTIC S€RTC—TANK--A14D---DRAIN€a ELD---- —---- --------------------------- REFER TO CIVIL DRAWINGS FOR DIMENSIONS AND iO LANDSCAPE AR OR SOD 1 /4"/FT 0 SLOPE 22'-1 1 " 37' 55'-4" am 0 N DRIVEWAY 112 OIL25.0' NAVD FIN. FL + LANDSCAPE AREA OR SOD 95'-3" SITE PLAN SCALE: 1 /8" = 1'—O" 3 106 17'-0" 0 I M I I co 112) BATTING CAGE LOT AREA = 823,802 S.F.( 18.91 Acres) GYMNASIUM = 2,071 SF BATTING CAGE = 1,956 SF BATHROOM = 115 S.F. TUB ROOM = 72 S.F. TOTAL CONDITIONED AREA= 4,214 SF CUBIC VOLUME. CONDITIONED SPACE GYMNASIUM = 26,923 CU.FT. SF BATTING CAGE = 30,720 CU.FT. BATHROOM = 1,150 CU.FT. TUB ROOM = 700 CU.FT, TOTAL AREA UNDER ROOF= 4,500 SF z NNVOLD 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 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 EXIS➢NG CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. _ h ��a3 h S'�LUCj COUNTY BUILD G DC ION REVIEWED FOR CO1 REVIEWED BY I DATE JOB PLANS AND P Rhff' D ST BE KEP ' ON OR NO INSPECTION WILL BE MAD . a NEW RESIDENCE FOR MR. CESPEDES PARCEL ID A/RO° ' Z7 41 l"f 0`7 " 3224-111-0002-000-2 C-24 CANAL RD SITE PLAN KEY NOTES SAINT LUCIE COUNTY 101 CONTRACTOR TO COORDINATE LOCATION/CONNECTION OF TELEPHONE, CABLE AND ELECTRICAL SERVICE WITH ST LUCIE COUNTY UTILITIES DEPARTMENT. 102 'PAVER DRIVEWAY AND PATHWAYS. REFER TO DETAIL 5/A0.07 AIAE SUB ECT TO ANY CORRECTIONSORK 103 FUTURE GENERATOR LOCATION, 10'-0" MIN. FROM HOUSE, pEgUIREDBYFIELDINSPECTORSTHAT MAY BE NECESSARY IN ORDER TO APPLICABLE CODES. � 10'-0" MIN. FROM ANY INTAKE OPENING. REFER TO 7/A0.07 COMPLY WITH ALL FOR PAD DETAIL. COORDINATE FOR FUTURE TRANSFER SWITCH WITH ELECTRICAL PANELS PROVIDEDlz 2 27 17 } w 104 TANK -LESS GAS WATER HEATERS 1701 't o 105 500 GAL. UNDERGROUND PROPANE TANK. SHOWING SIZE & HOLE DIMENSIONS TO BE CONFIRMED WITH GASALL UrACfURES��NCE COMPANY (PERMIT BY OTHERS) AN) "'GC U 106 DENOTES NEW CONCRETE PADS. SEE DETAIL 7/A0.07 ACTORS MUST �{ FBC ENERGY CAGE ON ALL DOORS ANOWIN� 107 1 "0 WATER CONNECTION, 100' MIN. FROM SEPTIC. CONTRACTOR R NINSPECTONSARE REVISIONS TO COORD. W/UTILITIES DEPT., MEP, & CIVIL DWGS. 108 NEW SEPTIC SYSTEM & DRAIN FIELD LOCATION. CONTRACTOR TO PERMIT SET COORDINATE WITH UTILITIES, CIVIL AND MEP DRAWINGS 4.26.17 IA ELECTRICAL METER/ OR SUB PANEL. REFER TO ELECTRICAL REVISION 6.5.17 DRAWINGS FOR DETAILS. COORD. W FPL, PER BLDG DEPT.COMMENTS 110 DENOTES NEW UNDERGROUND ELECTRIC. CONTRACTOR TO COORDINATE WITH FPL 111 DENOTES POOL EQUIPMENT. CONTRACTOR TO COORDINATE CONCEALEDFASTEP!ERSORATTACHMENTS 112 CRUSHED SHELL ROCK PATHS/PARKING. COORD. W OWNER. ARE THERESPON301LI71 OF THE 113 PROPOSED LIFT STATION. COORDINATE W CIVIL DRAWINGS CONTRACTOR OF RECORD 114 PROPOSED WELL LOCATIONS. COORDINATE WITH CIVIL DRAWINGSy STUB TR�RI o 115 —OUT FOR FUTURE CABLE INSTALLATION (CONTRACTOR TO _....... _ . COORDINATE LOCATION WITH OWNER) 1 11$ PROVIDE WATER SOFTENER AND FILTERING SYSTEM AS REQUIRED i 117 DENOTES COMPOSTE STATION AT STABLES/MANURE PIT CONSULTANTS i 118 ALUM. GATE (STYLE TO SELECTED BY OWNER) 119 4'6" H. ALUM. FENCE (STYLE TO SELECTED BY OWNER) 120 24"x24"x6'0 HI. CONCRETE BLOCK PIERS, SEE DETAIL SHEET AO.07 12"xl2"x5'0 HI. CONC. BLOCK PIERS PLACED MIN. 12" FROM 121 PROPERTY LINE AND FOOTINGS MUST BE WHOLLY ON THE PROPERTY. SEE GATE ELEV. DETAIL SHEET AO.07 l 4'6"H (2' MESH) ALUMINUM CHAIN LINK FENCE BY OTHERS, 122 CONTRACTOR TO COORDINATE WITH OWNER. PROVIDE SHRUBS PLANTED AT 24" ON CENTER And MIN. 30" FROM FENCE. SEE I LANDSCAPE PLANS. 12Lo 3 RAIL HORSE BOARD WOOD FENCE BY OTHERS, CONTRACTOR 123 TO COORDINATE WITH OWNER. RAMM HORSE FENCE AND STALLS SITE PLAN (800)434.8456 BUILDING 2 GYM AND PREFABRICATED WOOD AND ALUMN. PANEL STALLS BY OTHERS, Bj.4ING CAGE 124 CONTRACTOR TO COORDINATE WITH OWNER. RAMM HORSE FENCE 2_ ^('2��0 AND STALLS (800)434.8456 113 101 104 115 1107 -------------------------------- 23 NO 103 O i 19'-9" co NDSCAPE ARE OR SOD I 0 1 4" FT o SLOPE m 22'-11" 0 DRIVEWAY/PARKING 24.0' NAVD 112 FIN. FL i 130'-0" i SEPTIC - SEPTIC---TANK-AND--DRAENFIELD ---------------------- ---------- REFER TO CIVIL DRAWINGS FOR DIMENSIONS AND 0: 24.0' NAVD ROUGH FIN, FL LANDSCAPE AREA OR SOD 85'-4" I I I I I I �J I Y t N I � :� aw `F' o T \1 I i I i I I ! co I' j GYM / BATTING CAGE FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL-3.3-48 7 AC AREA = 4,500 S.F. P. 561 30 . 561 953 5210 E # A A 26002586 BREEZE WAYS COVERED AREA = 970 S.F. IY m . ..... Y I '� I ii i �Qo•zz s. L, ate, �., I SITE PLAN KEY NOTES - 101 CONTRACTOR TO COORDINATE LOCATION CONNECTION OF TELEPHONE, CABLE AND ELECTRICAL SERVICE WITH ST LUCIE COUNTY UTILITIES DEPARTMENT. 102 PAVER DRIVEWAY AND PATHWAYS. REFER TO DETAIL 5/A0.07 103 FUTURE GENERATOR LOCATION, 10'-0" MIN. FROM HOUSE, 10 -0 MIN. FROM ANY INTAKE OPENING. REFER TO 7/AO.07 ..•� .' FOR PAD DETAIL. COORDINATE FOR FUTURE TRANSFER SWITCH I -• WITH ELECTRICAL PANELS P ROVID ED _ Ld 104 TANK -LESS GAS WATER HEATERS 77-71 P O 10g 500 GAL. UNDERGROUND PROPANE TANK. SIZE & HOLE DIMENSIONS TO BE CONFIRMED WITH GAS COMPANY PERMIT BY OTHERS 37'—s" s'—o" a' -a" n'-o" ! 106 DENOTES NEW CONCRETE PADS. SEE DETAIL 7/A0.07 0 107 1 "0 WATER CONNECTION, 100' MIN. FROM SEPTIC. CONTRACTOR 55'-4" I TO COORD. W/UTILITIES DEPT., MEP, & CIVIL DWGS. N I 108 NEW SEPTIC SYSTEM & DRAIN FIELD LOCATION. CONTRACTOR TO LJ I COORDINATE WITH UTILITIES, CIVIL AND MEP DRAWINGS p j I 109 ELECTRICAL METER/ OR SUB PANEL. REFER TO ELECTRICAL I DRAWINGS FOR DETAILS. COORD. W FPL. / T DENOTES NEW UNDERGROUND ELECTRIC. CONTRACTOR TO COORDINATE WITH FPL 111 DENOTES POOL EQUIPMENT. CONTRACTOR TO COORDINATE 112 CRUSHED SHELL ROCK PATHS/PARKING. COORD. W OWNER. / 112 DRIVEYVAY 113 PROPOSED LIFT STATION. COORDINATE W CIVIL DRAWINGS 25.0' NAVD 114 PROPOSED WELL LOCATIONS. COORDINATE WITH CIVIL DRAWINGS OILFIN. FL 115 STUB -OUT FOR FUTURE CABLE INSTALLATION (CONTRACTOR TO -- -- - -- COORDINATE LOCATION WITH OWNER) PROVIDE WATER SOFTENER AND FILTERING SYSTEM AS REQUIRED 117 DENOTES COMPOSTE STATION AT STABLES/MANURE PIT Y 1I( ALUM. GATE (STYLE TO SELECTED BY OWNER) LANDSCAPE AREA 119 4'6" H. ALUM. FENCE (STYLE TO SELECTED BY OWNER) + OR SOD 120 24"x24"x6'0 HI. CONCRETE BLOCK PIERS, SEE DETAIL SHEET AO.07 \\\ 12"x12"x5'0 HI. CONC. BLOCK PIERS PLACED MIN. 12" FROM - 121 PROPERTY LINE AND FOOTINGS MUST BE WHOLLY ON THE PROPERTY. SEE GATE ELEV. DETAIL SHEET AO.07 4'6"'H (2' MESH) ALUMINUM CHAIN LINK FENCE BY OTHERS, 122 CONTRACTOR TO COORDINATE WITH OWNER. PROVIDE SHRUBS PLANTED AT 24" ON CENTER And MIN. 30" FROM FENCE. SEE I LANDSCAPE PLANS. 95'-3" 12,L0" 123 TORCOORDINATEI L HORSE BW WITH WOOD OWNER. FENCE HRAMM HORSE OTHERS, ENCECONTRACTOR ANDSTAL S SITE PLAN ! (800)434.8456 PREFABRICATED WOOD AND ALUMN. PANEL STALLS BY OTHERS, SCALE: 1 /8" = 1'-0'° 124 CONTRACTOR TO COORDINATE WITH OWNER. RAMM HORSE FENCE AND STALLS (800)434.8456 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 FINNVOID 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 PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 SITE PLAN BUILDING 2 GYM AND BATTING CAGE RECEIVED APR r I- 7l111 a architect FINNVOLD ARCHITECTURE, INC. 8000 N FEDERAL HWY SUITE 118 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, Fl. 32960 772-569-5505 GENERAL NOTES LOCATION MAP PROPERTY BOUNDARY 1I 1, T'r1UrU0CU DUILUIIVIa LOCATION ON PARCEL 12 ST. LUCIE COUNTY. FLORIDA FINNVOLD ARCHITECTURE, INC. HATCH AREA DENOTES 5000 N. FEDERAL HWY. SUITE 118 PROPOSED LOT LOCATION BOCA RATON, FL 3 3 4 8 7 FOR NEW HOME P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 01 GENERAL REQUIREMENTS 01 04 CLEANING AND WASTE MANAGEMENT 08 OPENINGS 09 06 CEMENTITIOUS COATINGS a. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF 08 01 OPENINGS a. ALL CEMENTITIOUS COATINGS TO BE 5/8" THICK MINIMUM, APPLIED IN 23 HEATING, VENTILATION, AND AIR CONDITIONING 01 01 GENERAL INFORMATION ALL TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM A. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S TWO COATS, AND PAINTED 23 01 REFER TO MECHANICAL DRAWINGS FOR NOTES, REQUIREMENTS AND DAMAGE, SOILING, PAINT, OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT, SPECIFICATIONS PRIOR TO CONSTRUCTION OF SHELL. b. CONTINUOUS EXPANSION JOINTS SHALL BE INSTALLED AT ALL AREAS OF SPECIFICATIONS A. ALL WRITTEN DIMENSIONS & NOTES SHALL SUPERSEDE SCALE & GRAPHICS GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AN READY FOR DISSIMILAR MATERIALS, MULTIPLE STORY PLATE LINES, OR NEW/EXISTING OCCUPANCY UPON COMPLETION OF THE PROJECT B. ALL EXTERIOR WINDOWS AND DOORS SHALL APPROVED HURRICANE CONSTRUCTION JOINTS. B. COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER 03 CONCRETE WINDOWS &DOORS, OR WILL HAVE AN APPROVED HURRICANE SHUTTER C. PER ASTM C 1063, EXPANSION AND OR CONTRACTION JOINTS SHALL BE 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 WALLS NOT MORE THAN PLI AREA AND NOT MORE S.F.CATIONS.. THE DISTANCE THAN 100 S.F. IN ALL HORIZONTAL APPLI S 26 01 REFER TO ELECTRICAL DRAWINGS FOR NOTES, REQUIREMENTS AND CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SPECIFICATIONS C. WINDOW AND DOOR BUCKS ARE CONSIDERED AS FILLERS AND THE WINDOW BETWEEN JOINTS SHALL NOT EXCEED 18 Fi. IN EITHER DIRECTION OR A SPECIFICATIONS SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND AND/OR DOOR SHALL BE SECURED TO THE STRUCTURE THROUGH THE LENGTH —TO —WIDTH RATION OF 2-1/2 TO 1 PROGRAMS IN CONNECTION WITH THE WORK, AND THE ARAUTION WILL NOT BUCKS IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT APPROVAL 26 02 ALL ENERGY STAR APPLIANCES. FINAL SELECTION AND PURCHASE TO BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK 04 MASONRY AND SPECIFICATIONS BE COORDINATED WITH OWNER. IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT 10 SPECIALTIES BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR 04 01 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND D. GLASS IN INTERIOR DOORS AND OR SIDELIGHTS SHALL BE TEMPERED / 10 01 INSTALLATION: ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE OMISSIONS OF THE CONTRACTORS,SUBCONTRACTORS OR ANY OF THEIR SPECIFICATIONS WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND 28 ELECTRONIC SAFETY AND SECURITY AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE E. ALL EXTERIOR DOORS AND DOORS INTO GARAGE SHALL HAVE WEATHER APPROVED INSTALLATION DRAWINGS WORK. STRIPPING AND METAL THRESHOLD 28 01 SECURITY SYSTEMS SHALL BE COORDINATED WITH HOMEOWNER, D. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO ANY CONSTRUCTION AND 05 METALS 11 EQUIPMENT PERMIT IS BY OTHERS. CONTRACTOR TO COORDINATE PREP WORK NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REFER TO DOOR & WINDOW SCHEDULES FOR ADDITIONAL INFORMATION & 11 01 RESIDENTIAL APPLIANCES: REFER TO PLAN FOR QUANTITY AND LOCATION AND INSTALLATION 05 01 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT SPECIFICATIONS AND COORDINATE WITH OWNER FOR APPLIANCE (MODEL) SELECTION 31 EARTH WORK E. CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO ANY WORK IF FIELD OR FOR REVIEW AND APPROVAL OF STRUCTURAL METAL 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 a. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE F. ARCHITECTURAL DWGS. SHALL BE USED IN CONJUNCTION WITH STRUCTURAL, 06 WOOD, PLASTICS AND COMPOSITES COLORS OF FINISHES. ARCHITECT WILL COORDINATE COLOR SELECTIONS 12 FURNISHINGS FINAL SOILS, COMPACTION, AND GEOLOGICAL REPORTS 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 01 MANUFACTURED WOOD CASEWORK CIVIL, SURVEY, SOIL TEST AND SITE PLAN. TREATED REFER TO PLANS FOR SIZES AND LOCATIONS b. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED O6 02 SHOP FABRICATED WOOD TRUSSES 09 02 GYPSUM BOARD ASSEMBLIES a. b. ALL CABINETRY BOXES AND DOORS TO BE CONSTRUCTED OF PLYWOOD ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN G. UNLESS SITE SPECIFICATIONS ARE PROVIDED ARCHITECTURAL DWGS WILL BE ROVIDE SHOP DRAWINGS TO ARCHITECT FOR OR HARDWOOD SHALL BE SENT TO OWNER AND ARCHITECT PRIOR VOIDED. REPEATING OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF REVIEW AND APPROVAL A. STANDARDS: ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE TART OF CONSTRUC71ON�E TORITHEASION FINNVOLD ARCHITECTURE INC. IS UNLAWFUL AND WILL BE SUBJECT TO LEGAL WITH THE "AMERICAN STANDARD SPECIFICATIONS FOR THE 31 02 SELECTIVE TREE AND SHRUB REMOVAL RECOURSE (INCLUDED BUT NOT LIMITED TO: REPEAT FEES, FINES, LITIGATION B. COMPONENT AND CLADDING PRESSURE IS RECOMMENDED FOR APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED 12 02 COUNTERTOPS: REFER TO PLANS FOR COUNTER TOP AND BACK SPLASH WHEN CLEARING PROPERTY, DO NOT DISTURB NATIVE TREES WITH A FEES, ETC.) WIND PRESSURES FOR TRUSS DESIGN. TRUSS ENGINEER IS BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION. SIZES AND LOCATIONS. COORDINATE WITH MANUFACTURER SPECS. a. TRUNK THICKNESS OF 6" OR GREATER, UNLESS IN THE FOOTPRINT RESPONSIBLE FOR THE PERFORMANCE OF THE TRUSS SYSTEM APPLICABLE HEREOF ARE HEREBY MADE A PART OF THIS OF THE FOUNDATION H. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY ANE C. ANCHORS AT WALLS AND SUPPORTS SHALL BE AS SPECIFIED IN CALLED FOR IN THIS SPECIFICATION, IN LOCAL CODES, OR BY THE 31 03 FILL COMPACTION COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY THE STRUCTURAL DRAWINGS, DO NOT USE UPLIFT REACTIONS MANUFACTURER OR THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS a. FOLLOWING SOIL REPORT FOR SPECIFIC DETAILS AND INFORMATION AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS FROM TRUSS CALCULATIONS FOR CONNECTORS SHALL BE FOLLOWED. 22 PLUMBING REGARDING THIS SITE. FILL SHALL BE CLEAN, WELL GRADED SAND AND THE CONSTRUCTION DOCUMENTS AND BRING ANY CONCERNS TO THE REQUIREMENTS AND 22 01 REFER TO PLUMBING DRAWINGS FOR NOTES, Q LIFTS OF NOT MORE THAN 12" MATERIAL FILL SHALL BE PLACED IN L ATTENTION OF THE ARCHITECT. 07 THERMAL AND MOISTURE PROTECTION B. ALL GYPSUM BOARD SHALL BE 5/8" THICK, FINISHED AND PAINTED SPECIFICATIONS AND COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557). AT ALL BATHROOMS TO HAVE DENSE3SHIELD OR DENSARMOR MOISTURE 22 02 RESIDENTIAL PLUMBING FIXTURES LEAST ONE DENSITY 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) AND 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 ION SHALL BE R-30 MIN. CONTRACTOR TO 07 0:COOR:DINATE 22 03 RESIDENTIAL GAS APPLIANCES 33 UTILITIES NERGY CALCULATIONS WITH REQUIRED INSULATION 09 03 NON STRUCTURAL METAL STUD FRAMING: METAL STUDS SHALL BE 25 GA. A. REFERTO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONSB. ALLOW 14 DAYS FROM ARCHITECT'S RECEIPT OF SHOP DRAWINGS FOR MINIMUM, SPACED AT 16" O.C,B. FIXTURES ARE SELECTED WITH HOMEOWNER 33 01 UTILITIES: CONTRACTOR TO COORDINATE REQUIREMENTS WITH REVIEW TIME 07 0D FLASHING AS REQUIRED TO ALL NEW OPENINGS 09 04 ALL TILES OR STONE IN BATHROOMS SHALL HAVE A SLIP RESISTANT UTILITY, GAS AND SEPTIC COMPANIES PRIOR TO CONSTRUCTION. COEFFICIENT 0.6 MIN. (WHEN WET) AND BASE MATERIAL TOR TO AND LOCATION PRIOR ANY WORK 01 03 TEMPORARY EROSION AND SEDIMENT CONTROL 07 0ON R:4.1 MIN. PERFORMED. A.CONDITIONS A. CONTRACTOR TO MAINTAIN SILT FENCE DURING CONSTRUCTION, AND REMOVE FROM THE PROPERTY WHEN CONSTRUCTION IS COMPLETE 09 05 PAINTIING: 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 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 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 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 6.5.17 PER BLDG DEPT.COMMENTS CONSULTANTS GYM/BATTING CAGE architect FINNVOLD ARCHITECTURE, INC. 8000 N FEDERAL HWY SUITE 118 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 CESPEDES RESIDENCE ST. LUCIE COUNTY. FLORIDA f z 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 a. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF 08 01 OPENINGS 0. ALL CEMENTITIOUS COATINGS TO BE 5/8" THICK MINIMUM, APPLIED IN 23 HEATING, VENTILATION, AND AIR CONDITIONING 01 01 GENERAL INFORMATION ALL TRASH DEBRIS AND SHALL PROTECT ALL ADJACE WORK FROM A. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S TWO COATS, AND PAINTED DAMAGE, SOILING, PAINT, OVER SPRAY, ETC. ALL F RES, EQUIPMENT, SPECIFICATIONS PRIOR TO CONSTRUCTION OF SHELL, b. CONTINUOUS EXPANSION JOINTS SHALL BE INSTALLED AT ALL AREAS OF 23 01 REFER TO MECHANICAL DRAWINGS FOR NOTES, REQUIREMENTS AND A. ALL WRTITEN DIMENSIONS & NOTES SHALL SUPERSEDE SCALE & GRAPHICS GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN EADY FOR DISSIMILAR MATERIALS, MULTIPLE STORY PLATE LINES, OR NEW/EXISTING SPECIFICATIONS OCCUPANCY UPON COMPLETION OF THE PROJE B. ALL EXTERIOR WINDOWS AND DOORS SHALL BE APPROVED HURRICANE CONSTRUCTION JOINTS. B. COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER 03 CONCRETE WINDOWS & DOORS, OR WILL HAVE AN APPROVED HURRICANE SHUTTER C. PER ASTM C 1063, EXPANSION AND OR CONTRACTION JOINTS SHALL BE 26 ELECTRICAL C. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE 03 01 REFER TO STRUCTURAL DRAWINGS FOR S, REQUIREMENTS AND PROTECTION INSTALLED IN WALLS NOT MORE THAN 144 S.F. IN AREA AND NOT MORE THAN 100 S.F. IN ALL HORIZONTAL APPLICATIONS. THE DISTANCE 26 01 REFER TO ELECTRICAL DRAWINGS FOR NOTES, REQUIREMENTS AND CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SPECIFICATIONS 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 SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND 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 BUCKS 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 04 MASONRY E AND SPECIFICATIONS 10 SPECIALTIES BE COORDINATED WITH OWNER. BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTORS,SUBCONTRACTORS 04 01 REFER TO STRUCTURAL DRAWI S FOR NOTES, REQUIREMENTS AND D. GLASS IN INTERIOR DOORS AND/OR SIDELIGHTS SHALL BE TEMPERED 10 01 INSTALLATION: ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE SPECIFICATIONS WITH THE RESPECTIVE MANUFACTURERS 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 SYSTEMS SHALL BE COORDINATED WffH HOMEOWNER, D. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO ANY CONSTRUCTION AND 05 METALS 11 EQUIPMENT PERMIT IS BY OTHERS. 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 & SPECIFICATIONS 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 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 F. ARCHITECTURAL DWGS. SHALL BE USED IN CONJUNCTION WITH STRUCTURAL, 06 WOOD, PLASTICS AND COMPOSITES 09 01 REFER TD FINISH SCHEDULES FOR MANUFACTURER, LOCATIONS, AND COLORS OF FINISHES. ARCHITECT WILL COORDINATE COLOR SELECTIONS 0, PERFORM ALL WORK IN THIS 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, COMPACTION, AND GEOLOGICAL REPORTS CIVIL SURVEY, SOIL TEST AND SITE PLAN. TREATED 12 O1 MANUFACTURED WOOD CASEWORK 06 02 SHOP FABRICATED WOOD TRUSSES 09 02 GYPSUM BOARD ASSEMBLIES 0. REFER TO PLANS FOR SIZES AND LOCATIONS b. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED G. UNLESS SITE SPECIFICATIONS ARE PROVIDED ARTDWGS 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 BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VOIDED. REPEATING OF THESE DRAWINGS WITHOUTUT WRITTEN PERMISSION OF REVIEW AND APPROVAL A. STANDARDS: ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE OR HARDWOOD VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR FINNVOLD ARCHITECTURE INC. IS UNLAWFUL AND WILL BE SUBJECT TO LEGAL WITH THE "AMERICAN STANDARD SPECIFICATIONS FOR THE TO THE START OF CONSTRUCTION RECOURSE (INCLUDED BUT NOT LIMITED TO: REPEAT FEES, FINES, L[TIGATION B. COMPONENT AND CLADDING PRESSURE IS RECOMMENDED FOR APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED 12 02 COUNTERTOPS: REFER TO PLANS FOR COUNTER TOP AND BACK SPLASH 31 02 SELECTIVE TREE AND SHRUB REMOVAL FEES, ETC.) WIND PRESSURES FOR TRUSS DESIGN. TRUSS ENGINEER IS BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDffION. SIZES AND LOCATIONS. COORDINATE WITH MANUFACTURER SPECS. 0. WHEN CLEARING PROPERTY, DO NOT DISTURB NATIVE TREES WITH A RESPONSIBLE FOR THE PERFORMANCE OF THE TRUSS SYSTEM APPLICABLE HEREOF ARE HEREBY MADE A PART OF THIS TRUNK THICKNESS OF 6" OR GREATER, UNLESS IN THE FOOTPRINT H. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE OF THE FOUNDATION CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND C. ANCHORS AT WALLS AND SUPPORTS SHALL BE AS SPECIFIED IN CALLED FOR IN THIS SPECIFICATION, IN LOCAL CODES, OR BY THE 31 03 FILL COMPACTION COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY THE STRUCTURAL DRAWINGS, DO NOT USE UPLIFT REACTIONS MANUFACTURER OR THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS 0. FOLLOWING SOIL REPORT FOR SPECIFIC DETAILS AND INFORMATION AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS FROM TRUSS CALCULATIONS FOR CONNECTORS SHALL BE FOLLOWED. 22 PLUMBING REGARDING THIS SITE. FILL SHALL BE CLEAN, WELL GRADED SAND AND THE CONSTRUCTION DOCUMENTS AND BRING ANY CONCERNS TO THE 22 01 REFER TO PLUMBING DRAWINGS FOR NOTES, REQUIREMENTS AND MATERIAL FILL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" ATTENTION of THE ARCHITECT. 07 THERMAL AND MOISTURE PROTECTION B. ALL GYPSUM BOARD SHALL BE 5/8" THICK, FINISHED AND PAINTED SPECIFICATIONS AND COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557). AT ALL BATHROOMS TO HAVE DENSESHIELD OR DENSARMOR MOISTURE 22 02 RESIDENTIAL PLUMBING FIXTURES LEAST ONE DENSITY 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) AND 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 07 02 ATTIC INSULATION SHALL BE R-20 MIN. ICYNENE. CONTRACTOR TO 09 03 NON STRUCTURAL METAL STUD FRAMING: METAL STUDS SHALL BE 25 GA. 22 03 RESIDENTIAL GAS APPLIANCES 33 UTILITIES COORDINATE ENERGY CALCULATIONS WITH REQUIRED INSULATION MINIMUM, SPACED A. REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS B. ALLOW 14 DAYS FROM ARCHITECT'S RECEIPT OF SHOP DRAWINGS FOR VALUE. AT 16" O.C. B. FIXTURES ARE SELECTED WITH HOMEOWNER 33 01 UTILITIES: CONTRACTOR TO COORDINATE REQUIREMENTS WITH REVIEW TIME 07 03 PROVIDE LIQUID FLASHING AS REQUIRED TO ALL NEW OPENINGS 09 04 ALL TILES OR STONE IN BATHROOMS SHALL HAVE A SUP RESISTANT UTILITY, GAS AND SEPTIC COMPANIES PRIOR TO CONSTRUCTION. COEFFICIENT 0.6 MIN. (WHEN WET) AND BASE MATERIAL CONTRACTOR TO VERIFY CONDITIONS AND LOCATION PRIOR ANY 01 03 TEMPORARY EROSION AND SEDIMENT CONTROL 07 04 3a" RIGID INSULATION R:4.4 MIN. OR EQUAL FOIL INSULATION WORK PERFORMED. A. CONTRACTOR MAINTAIN SILT FENCE DURING CONSTRUCTION, AND REMOVE FROM THE PROPERTY WHEN CONSTRUCTION. I$ COMPLETE 09 05 PAINTIING: 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 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 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 CONDUIDNS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF, ANY D(SCR EPANCIES 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 414,177 CONSULTANTS COVER z u • I — REI OCAt EX%NG OAK CID 112EE5 DK111(:WAY MAIN GA1N5 %%MAY DRIVEWAY __P5NI NEW FENCE ANP ROAD INTO GAT' 56Y NOL15E O HE15 EXI5%6 DIET' WAP —FENCE AND GATE5 6Y A O1HW5 6Mf SITE PLAN SCALE: 1" = 40'-0" POVEWAY - PAWNG PA POCK WAPA Lip AAA aoC ■ l �FENCEAND GAIT5 DY ® CHR5 L_ 7 Q 0 PLITI1NG 'EEN A 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 PRIOR TO THE EXECUTION OF THE WORK. AREA CALC. GYM AND BATTING CAGE LOT AREA = 823,802 S.F. ( 18.91 Acres) GYMNASIUM = 2,071 SF BATTING CAGE = 1,956 SF BATHROOM = 115 S.F. TUB ROOM = 72 S.F. TOTAL CONDITIONED AREA= 4,214 SF CUBIC VOLUME. CONDITIONED SPACE GYMNASIUM — 26,923 CU.FT. SF BATTING CAGE = 30,720 CU.FT. BATHROOM = 1,150 CU.FT. TUB ROOM - 700 CU.FT. TOTAL AREA UNDER ROOF= 4,500 SF PROPERTY INFORMATION 16675 C 24 CANAL ROAD PORT ST LUCIE, FL 34987 LEGAL DESCRIPTION PARCEL 12: THE NORTHEAST ONE —QUARTER (NE 1/4) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LESS AND EXCEPT THAT PART OF THE WEST ONE—HALF (W 1/2) OF THE NORTHEAST ONE —QUARTER (NE 1/4) OF SAID SECTION 24, LYING WEST OF THE CENTERLINE OF THE EXISTING ROAD, AND LESS AND EXCEPT THAT PART OF THE NORTHEAST ONE —QUARTER (NE 1/4) OF SAID SECTION 24 LYING WITHIN THE RIGHT OF WAY OF DIVERSION CANAL C-24, AND 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 SPECIAL WARRANTY DEED RECORDED OCTOBER 29, 2008, IN OFFICIAL RECORDS BOOK 3028, PAGE 2670, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH THAT PART OF THE NORTH ONE—HALF (N 1/2) OF THE SOUTHEAST ONE —QUARTER (SE 1/4) OF SAID SECTION 24, LYING EAST OF THE CENTERLINE OF THE EXISTING ROAD AND NORTH OF THE CENTERLINE OF THE EXISTING CANAL. JURISDICTION: SAINT LUCIE COUNTY, FLORIDA TOTAL PROPERTY SIZE : 3,721.4 ACRES (162,086,760 SF) MIN LOT SIZE : 217,800 SF LOT SIZE PROVIDED: 823,802 SF MIN. ROAD FRONTAGE: 60' MIN. LOT WIDTH: 150' MIN. LOT WIDTH PROVIDED: 930' MAX LOT COVERAGE : 10% LOT COVERAGE PROVIDED : (21,384 SF BUILDING) 0.3% ZONING LAND USE : AG-5 AGRICULTURAL FLOOD ZONE X CONSTRUCTION TYPE: TYPE VB UNPROTECTED F.B.C. 2014 5TH ED. GROUP U— STABLES/BARNS SECTION 312 SFBC PROPOSED BUILDING LOT (PARTIAL PARCEL 12) PARCEL #3224-111-0002-000/2) IS NOT ADJACENT TO PROPERTY LINE • AVERAGE CROWN OF ROAD = 23' N.A.V.D. • HIGHEST CROWN OF ROAD = 23' N.A.V.D. • MIN. F.F.E.= 25.5' N.A.V.D.=(+/—O'-0") • LOWEST FLOOR SLAB = 25.5' NAVD • LOWEST GARAGE ELEVATION = 25.0' NAVD • LOWEST ADJACENT GRADE =24.0' NAVD SETBACKS: (NOT APPLICABLE) FRONT SETBACK 50' FEET REAR SETBACK 30' FEET INTERIOR SIDE SETBACK 20' FEET MAX. BUILDING HEIGHT 80' FEET 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 A REVISION 6.5.17 PER BLDG DEPT.COMMENTS CONSULTANTS i AREAS ,A/BATTING CAGE - A_. ii ° GENTS N PARTITION LEGEND TYP. EXTERIOR WALL — 5/8" STUCCO ON 8" CONC. BLOCK EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-7 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING 0 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES ® TYPICAL INTERIOR PARTITION WALL — 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION — 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) 0 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL — 5/8" STUCCO ON 8" CONC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. SLOPE CAP TO EXTERIOR Y4". SYMBOLS LEGEND X� NEW DOOR SYMBOL Q NEW WINDOW SYMBOL ro. ELEVATION MARK 1 4 Po.B 2 INTERIOR ELEVATION MARK 3 X ELEVATION TARGET X SECTION MARK KEYNOTES O36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BO 36" HT KITCHEN PENINSULA/ISLAND O REFRIGERATOR DO SINK WITH DISPOSAL EO FULL HT TILE BACKSPLASH, TYPICAL FO TRIMMED OPENING OG 12" DEEP UPPER CABINETS O PRE—FAB WATERPROOFED SHAMPOO CUBBY OHOT TUB. PROVIDE ELECT. FOR } JET PUMP MOTOR AND DRAIN AS REQUIRED. COORDINATE FINAL SELECTION WITH OWNER OCOLD TUB. PROVIDE ELECT. FOR } JET PUMP MOTOR AND DRAIN AS REQUIRED. COORDINATE FINAL SELECTION WITH OWNER O SHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND SLOPE AS REQUIRED. OM RECESSED MEDICINE CABINET O TEMPERED GLASS FRAME —LESS SHOWER ENCLOSURE O COMMERCIAL ICE MAKER. PROVIDE DRAIN AS REQUIRED PC 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE ® BUILT IN SHELVES O INSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. ��^ BUILT—IN SEAT WITH STORAGE BELOW. REFER TO I.E. T TV, OUTLET AND CABLE CONNECTION 0 5'0"AFF. COORDINATE LOCATION IN FIELD WITH OWNER O TOILET PAPER HOLDER O TOWEL BAR O BEVELED MIRROR FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL 13E SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS 0 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CBUNG HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8, ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11, EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" AF.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION. NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK —SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. DOWNSPOUT. COORDINATE FINAL LOCATION WITH GUTTER COMPANY DONNSPOUT. COORDINATE FINAL LOCATION WITH GUTTER COMPANY TYPICAL a I m -6 6' 7" _— T-10D 5'-8" TUB RM N ICE 0 ON 8'-3. EQUIPMENT 2BBER FLOORING a'_B• FLOOR PLAN SCALE: 3/16" = 1'-p" ELEC. PNL 0 BATHROOM TIL EQUI RUBBER NORTH 55'-4 0 37'-9 1/2- 24'-8' ® F.O. BATTING CAGE TURF FLOORING DENOTES APPROX. BATTING CAGE LOCATION (35'X14'X12'H). COORDINATE TYPE WITH OWNER AND INSTALLATION WITH BATTING CAGE TURF FLOORING ® F.O. E II WE WATER WELL PURIFICATION SOFTENER BOOSTER PUMP w 1-1 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 REPRFSFNTED BY TI-IIS DRAWING ARE FOR THE USF 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 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 GYM AND BATTING CAGE I� f - -— — — — — — — — — — — — _ — TOP OF RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BATTING CAGE12 ! ' 12 i i i 1 5 i i j - ---- --------- -- --T�TBEAM 0—� — BATTING CAGE : - 3'-0" . -0--------- o ------------ -_-------- ---- BFAM O GYM — — — �P 0 BEAM GYM � 2'-0" _ M _ — -- — -- 10' 0' ---_ -- l-rf--` �— TOB O BREE2EW. - w IDT TOP OF HEADER1 GYM _------------------- -s .':• * iff5. ., t Rol °m a Y\..a ..a..... 0-0" - ---- - - -- \a... -ROUGH - FIN. EL 2 G� - -- - - - - - - - - - - - - --- - -.-- --- -- FRO) �T jN0_RTF+) ELEVATION------ ------ - - -- - ----- - - SCALE: 3/16" i camor J12 ._w-� `F TOP OF BEA%A O_---_ ------------- — -- ------------------------- BATTING GAGE 13 13' A ------------------------------ --- OP OF BEAM O0G-Y0M" ----. O TOPOF - - - - - - ---------- ------------- REAR (SOUTH) ELEVATION -------------- ---------------------------------- SCALE: 3/16" = 1'-0" 1s'-0' TonE BM ,l _ BATTING GAGE SID-EJEASTI_ELEVAIL0_1�t ------------------- y-------------- SCALE: 3/16" = 1'-0" -I_------- - - - - -- ——--———--————————————— — — — — —— —---------10 TOP OF RIDOiE O-- 1� BATTING CAGE �B0®e0®�00�8� 12 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 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. 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 DOORS SHALL HAVE WHITE ESP FINISH. 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 i - I %- EXTERIOR ELEVATIONS GYM -BATTING CAGE SIDE (WEST) ELEVATION SCALE: 3/16" = 1'-0" PERMIT No. ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING ADDRESS: PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD PORT ST LUCIE, FL N0. LOCATION PRODUCT DOORS QTY. UNIT SIZE IN. I WIDTH HEIGHT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURE MANE MODEL NUMBER PRODUCT APPROVAL No. DOOR TYPEDrogmT METHOD OF ATTACHMENT D100 GYM ENTRY PGT FD 750 WINDGUARD FRENCH DOOR IMPACT KEY LOCK 1 36" 96" 75/-75 PSF 40.98/-53.4 PSF PGT FD-101 16-0629.17 B 1/4" ELCO TAPCONS D101 GYM OVERHEAD DOOR CORP. DOOR 610 INSULATED ROLL UP STEEL IMPACT OPENER/ REMOTE 1 108" 120" 50/-50 PSF 35.80/-43.62 PS ODC SERIES 610 15-1228.05 A 1/4" DIA. RIVET D102 BATTING CAGE OVERHEAD DOOR CORP. DOOR 610 INSULATED ROLL UP STEEL IMPACT OPENER/ REMOTE 1 108" 120" 50/-50 PSF 35.80/-43.62 PS ODC SERIES 610 15-1228.05 A 1/4" DIA. RIVET D103 BATTING CAGE PANELED DOOR PASSAGE 1 (2)2'-6" 8'-0' C D104 TUB ROOM PANELED DOOR PRIVACY 1 2'-8" 8'-0' C D105 BATH ROOM PANELED DOOR PRIVACY 1 2'-8" 8'-0' C D106 TOILET ROOM PANELED DOOR PRIVACY 1 2'-8" 8'-0' C D107 TOILET ROOM PANELED DOOR PRIVACY 1 2'-8" 8'-0' C D108 CLOSET PANELED DOOR PRIVACY 1 2'-8" 8 -0 C D109 AHU ACCESS PNL FLUSHED DOOR/PANEL PASSAGE 1 60" 30" - rl ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PERMIT MLDING ADDRESS: PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD PORT ST LUCIE, FL N0. 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 GYM ALUM. FIXED WIN. 1 144" 24" 70/-70 PSF 41.16/-44.81 PSF PGT PW-720 16-0629.14 LOW-E 1/4" STEEL ULTRACON W101 GYM ALUM. FIXED WIN. 1 144" 24" 70/-70 PSF 41.16/-44.81 PSF PGT PW-720 16-0629.14 LOW-E 1/4" STEEL ULTRACON W102 GYM ALUM. FIXED WIN. 1 144" 44• 70/-70 PSF 41.16/-44.81 PSF PGT PW-720 16-0629.14 LOW-E 1/4" STEEL ULTRACON W103 BATTING CAGE ALUM. FIXED WIN. 1 144" 4" 70 -7 S .1 -44. 1 - - - 4 A NrB M MTL. ROOF OVER FII W104 BATTING CAGE ALUM. FIXED WIN. 1 144" 24" - - - - - 30 LB FELT TIN TAG( EXT. GRADE PLYW00[ W105 BATTING CAGE ALUM. FIXED WIN. 1 144" 24" 70 -70 PSF 41.16 -44.81 PS - - - 1 4 S L ULTRACON WITH 32/16 APA SPA W106 BATTING CAGE ALUM. FIXED WIN. 1 144" 24" 7 - S 41.1 -44. 1 - - - 1 4 L A N N ON EFRADIANTRICATE94RRIED TF R. W107 TUB ROOM SINGLE HUNG 1 2)26-1/2' 63" 90.0 -130 PSF 40.98 -4-4.6 PSF PGT SH-700 16-0714.06 LOW-E 1 4" ELCO TAPCONS INTED FACIA, PRIMED NOTES 1. FOR CMU OR CONCRETE OPENING: WOOD BUCKS SHALL BE MIN.1 %4" 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 0 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. 1. ALL ROUGH OPENINGS TO BE VERIFIED WITH WINDOW/DOOR SUPPLIER, 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 INTERIOR 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 STATED. 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 HEIGHT SHALL NOT BE MORE THAN 44" ABOVE FIN. FLOOR. 8. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL LESS THAN 60" SHALL BE TEMPERED. 9. ENTRY DOORS W/SIDELIGHT GLASS REQUIRES STRUCTURAL MULLIONS TO ALLOW FOR INDEPENDENT SHUTTERING OF SIDELIGHT IF GLASS IS NOT IMPACT TESTED. 10. ALL WINDOWS SPECIFIED TO BE "PGT" BRAND IMPACT, SINGLE HUNG OR HORIZONTAL SLIDING. 11. ALL INTERIOR HARDWARE TO BE KWIKSET OR EQUAL 12. CONTACT WINDOW MANUFACTURER ABOUT REQUIREMENTS TO MEET THE SHGC & U FACTOR THE SHGC AND U FACTOR TO BE COORDINATED WITH ENERGY CALCULATIONS PROVIDED TO MEET ENERGY CODES REQUIRED. 0 FRENCH DOOR MASONITE DOOR TERMITE PROTECTION 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 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE 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." R31 B.1.1 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. R318.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. R318.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR 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 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. WITH GALV. COPPER DRIP EDGE AND 6" ALUM. GUTTER. SEE ROOF PLAN FOR GUTTER LOCATIONS. TOP OF TIE 5/8" PAINTED STUCCO OVER HI -RIBBED MTL. LATH, OVER 15L8 PAPER APPLIED OVER TO UNDERSIDE OF TRUSS CHORD, 0 ;E ED MIN. ,2 J 4.0 USSES. Q8" CONIC. BLOCK WITH 6/8" PAIWVr STUCCO ON EXTERIOR, 2 COATS MIN. FINISH INTERIOR WITH 5/8" PAINTED GYP. BD. OVER R-4.1 MIN FOIL BACK INSULATION OVER 1" - P.T. FURRING O 16" O.C., 3/4" RECESS FOR ALL BLOCK WALLS. INTERMEDIATE TIE BEAM DENOTES IMPACT WINDOWS PER SCHEDULE. PRECAST WINDOW SILL 1n Z O Li w W 1x2 PT TYPICAL - 1-1 2• RECESS TYP. AT LOCK WALLS TYPICAL ICYNENE R:20 i FINISH CEILING WITH 1/2" FURRING 1 LAYER OF 5/8" GYP. BD., TYP. ix2 P.T. WD FIRESTOP TRUSS ANCHOR. SEE SCHEDULES INTERIOR SILL CAULKED 0 WINDOW FINISHED FLOORING AS SCHEDULED, ON 6" CONC. SLAB W/ 6"X6" W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL. SEE STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS. s• APPLIED wooD ensE +23sG• NAvo " - 4 e y a a. e � a 4 . aa. TYPICAL WALL SECTION @ BATTING CAGE SCALE: 3/4" = 1'-O" NOTE: VERIFY WITH DOOR MANUFACTURER FOR SPECIFIC ATTACHMENT REQUIREMENTS. SEE MANUF. SPECS AND PRODUCT APPROVAL ■ FINNVOLD ARCHITECTURE, INC. STUCCO ON C.B.S. • CONTIN. CAULK BEAD ' BRICK MOLD EXT. DOOR D P ' Iu #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 1/2" GYP. BD. SHIM PT. FURRING 3/16" MIN. X 3" MIN. LONG WOOD CASING 'TAPCON' SCREWS INTO CONC. BLOCK 018" O.C. 1 1/2" MIN. EMBED TO CONC. 2x6 P.T. DOOR BUCK ;1 TYP. EXTERIOR DOOR JAMB CONNECTION DTL. CMU STIUCCO / CLADDING PERIMETER CAULKING (TYPICAL) SET FLANGE IN BED OFF SEALANT 1 %4" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK I WITH Xs"X3" TAPCONS AT 8" O.C. a. i 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING 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 MV - 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 UTILIZE "FAST FLASH" AS A l an l LIQUID FLASHING MEMBRAINE- IN ROUGH OPENINGS. "PROSCO OR EQUAL" SLOPE - _- STIUCCO / CLADDING CMU MASONRY CONSTRUCTION IIN3I/ALL rr-K rMfi/AAMfi-LUU 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING 3/16000LONG (MIN.) TAP -CONS W/A 1 1/2" MIN. EMBEDMENT SPACED PER WINDOW MANUF. SEE PROD. APPROVAL 1"x4" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH 3(e"X3" TAPCONS AT B" O.C. BUCK BED IN SEALANT (TYPICAL) JAMB 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 & SL. GLASS DR. AT C.B.S. WALL CONNECTION DTLSCALE:1"=6" NOTE: 1. GARAGE DOOR MNUF. SHALL PROVIDE ADEQUATE ATTACHMENT TO 2"X6" P.T. BUCK. 2. GARAGE DOOR SHALL MEET OR EXCEED DADE CO. PRODUCT CONTROL CRITERIA. SKIM COAT OF STUCCO 3. P.T. 2"X6" W/ We'x 34' MIN. REDHEADS W/ WASHERS AT 12" O.C. MIN. & 6" O.C. 0 EDGES WITH 1Yt" EMBEDMENT INTO COLUMN OR Y2"x3%" REDHEADS W/ WASHERS 0 24: O.C. 0 6" O.0 O EDGES WITH %" EMBEDMENT INTO BCOLUMN RACKET9(e"x1%" LAG SCREW (1) PER JAMB ' rt 4r OVERHEAD GARAGE DOOR DOOR STOP V7 8 X 16 COLUMN, REFER TO FOUNDATION PLAN COL. SCHEDULE STUCCO FIN TYP. GARAGE DR. JAMB DETAIL SCALE: 1 1 /2"=V-0" FOR WINDS RESISTANCE TO 170 M.P.H. 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 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 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 6.5.17 PER BLDG DEPT.COMMENTS CONSULTANTS I TYPICAL DETAILS, DOOR & WINDOW SCHEDULES GYM -BATTING CAGE -,I , , ',.,r 11 I DOOR SCHEDULE N0. LOCATION TYPE DESCRIPTION SIZE MATERIALS HARDWARE REQUIRED WIND PRESSURE PROD. APP. # RATED PRESSURE N0. WIDTH 1HEIGHTI THICK FRAME FACE CORE LOCKSET D100 GYM ENTRY B R.H.S.S. PGT FD 750 WINDGUARD FRENCH DOOR IMPACT 3'-0" B'-0' -- ALUM AL/GL -- DEADBOLT/LOCKSET STRUCTURAL DWG's 16-0629.17 +70.0/-80.0 PSF D100 b101 GYM A ROLL UP OVERHEAD DOOR CORP. ROLL UP STEEL DOOR 10 INSULATED IMPACT 9'-0" 10'-0' - - STL STL -- OPENER REMOTE STRUCTURAL DWG's 15-1228.05 +65.0 -65.0 PSF D101 D102 BATTING CAGE A ROLL UP OVERHEAD DOOR CORP. ROLL UP STEEL IMPACT DOOR 6 INSULATED 9'-0" 10'-0' -- STL STL -- OPENER/REMOTE STRUCTURAL DWG's 15-1228.05 +65.0/-65.0 PSF D102 D103 BATTING CAGE C D.D.S.S. PANELED DOOR (2)2'-6" 8'-0' 1-3/8" WOOD WOOD HC PRIVACY -- -- -- D103 D104 TUB ROOM C R.H.S.S. PANELED DOOR 2'-8" 8'-0' 1-3/8" WOOD WOOD HC PRIVACY -- -- -- D104 D105 BATH ROOM C L.H.S.S. PANELED DOOR 2'-8" 8'-0' 1-3/8" WOOD WOOD HC PRIVACY -- -- -- D105 D106 TOILET ROOM C R.H.S.S. PANELED DOOR 2'-8" W-C 1-3/8" WOOD WOOD HC PRIVACY -- -- -- D106 D107 TOILET ROOM C R.H.S.S. PANELED DOOR 2'-8" 8'-0' 1-3/8" WOOD WOOD HC PRIVACY -- -- -- p107 D108 CLOSET C R.H.S.S. PANELED DOOR 2'-8" 8'-0' 1-3/8" WOOD WOOD HC PASSAGE -- -- -- p108 D109 AHU ACCESS PNL - R.H.S.S. FLUSHED DOOR/PANEL - - - GYP BD GYP BD - PASSAGE -- -- -- D109 WINDOW SCHEDULE N0. LOCATION DESCRIPTION UNIT SIZE (IN.) REQUIRED WIND PRESSURES PROD. APPROV. # RATED PRESS. N0. WIDTIi HEIGHT HEADER A.F.F. W100 GYM PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-0" STRUCTURAL DWG's 16-06.29.22 +80.0/-80.0 PSF W100 W101 GYM PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-0" STRUCTURAL DWG's 16-06.29.22 +80.0/-80.0 PSF W101 W102 GYM PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-0" STRUCTURAL DWG's 16-06.29.22 +80.0/-80.0 PSF W102 W103 BATTING CAGE PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-0" STRUCTURAL DWG's 16-06.29.22 +80.0/-80.0 PSF W103 W104 BATTING CAGE PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-O" STRUCTURAL DWG's 16-06.29.22 +80.0/-80.0 PSF W104 W105 BATTING CAGE PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-0" STRUCTURAL DWG's 16-06,29.22 +80.0/-80.0 PSF W105 W106 BATTING CAGE PGT PICTURE WINDOW 700 SERIES IMPACT 144" 24" 10'-0" STRUCTURAL DWG's 16-06.29.22 +80.0/-80.0 PSF W106 W107 TUB ROOM PGT SH-200 ALUMINUM SINGLE HUNG IMPACT (2)26=1/ 63" 8'-0" STRUCTURAL DWG's 16-0505.02 +55.0/-59.9 PSF W107 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 0 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. 1. ALL ROUGH OPENINGS TO BE VERIFIED WITH WINDOW/DOOR SUPPLIER, 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 INTERIOR 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 STATED. 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 HEIGHT SHALL NOT BE MORE THAN 44" ABOVE FIN. FLOOR. 8. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL LESS THAN 60" SHALL BE TEMPERED. 9. ENTRY DOORS W/SIDELIGHT GLASS REQUIRES STRUCTURAL MULUONS TO ALLOW FOR INDEPENDENT SHUTTERING OF SIDELIGHT IF GLASS IS// NOT IMPACT TESTED. 10, ALL WINDOWS SPECIFIED TO BE "PGT" BRAND IMPACT, SINGLE, HUNG OR HORIZONTAL SLIDING. r 11. ALL INTERIOR HARDWARE TO BE KWIKSET OR EQUAL / 12. CONTACT WINDOW MANUFACTURER ABOUT REQUIREM S TO MEET THE SHGC & U FACTOR THE SHGC AND U FACTOR TO B COORDINATED WITH ENERGY CALCULATIONS P OVIDED TO MEET ENERGY CODES REQUIRED. O ROLLING DOOR STANDING SEAM MTL. ROOF OVER FIRE - BARRIER OVER 30 LB FELT TIN TAGGED UNDERLAY, ON EXT. GRADE PLYWOOD MIN. 19/32" THICK WITH 32/16 APA SPAN RATING ON PREFABRICATED WOOD TRUSSES. DO NOT APPLY RADIANT BARRIER. 2x8 WOOD PAINTED FACIA, PRIMED AND BACK PRIMED WITH 1x2 NAILER WITH GALV. COPPER DRIP EDGE AND 6" ALUM. GUTTER. SEE ROOF PLAN FOR GUTTER LOCATIONS. � 16'-O" O BATTING CAGF TOP OF TIE BEAM $ 5/8" PAINTED STUCCO OVER HI -RIBBED MTL. LATH, OVER 15LB PAPER APPLIED DIRECTLY TO UNDERSIDE OF TRUSS CHORD, 3" CONT. VENT. 8" CONC. BLOCK WITH 5/8" PAINTED STUCCO ON EXTERIOR, 2 COATS MIN. FINISH INTERIOR WITH 5/8" PAINTED GYP. BD. OVER _R-4.2 FOIL BACK -INSULATION OVER_1" P.T. FURRING ® 16" O.C., 3/4" RECESS FOR ALL BLOCK WALLS. EXTERIOR DENOTES IMPACT WINDOWS PER SCHEDULE. PRECAST WINDOW SILL 1 x2 PT TYPICAL - 1-1/2• RECESS TYP. AT LOCK WALLS TYPICAL +25.5' NAVD O FRENCH DOOR O MASONITE DOOR 12 4.0 i__� ICYNENE R:20 FINISH,)2bUNG WITH 1/2" FURRING 1 LAYER OF 5/8" GYP. BD., TYP. X_x2 P.T. WD FIRESTOP TRUSS ANCHOR. SEE SCHEDULES INTERIOR SILL CAULKED 0 WINDOW FINISHED FLOORING AS SCHEDULED, ON 6" CONC. SLAB W/ 6"X6" W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL. SEE STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS. B' APPDED WOOD BASE - d a Q O Q n a, a A < 4 ° n' a cd TYPICAL WALL SECTION @ BATTING CAGE 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 b BRICK MOLD - EXT. DOOR #10 2 1/2' WOOD SCREW 1.33" MIN EMBED. 012" O.C. FIELD 4" FROM EDGES VERIFY PENETRATION TO W BUCK PER PRODUCT APP FROM MANUF. WOOD DOOR- IAMB SHIM 3/16" MIN. X 3" MIN. LONG 'TAPCON' SCREWS INTO CONC. BLOCK 018" O.C. 1 1/2" MIN. EMBED TO CONIC. 2x6 P.T. DOOR BUCK . EXTERIOR DOOR JAMB O N N ECTI O N DTL. 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 UTILIZE "FAST FLASH" AS A LIQUID FLASHING MEMBRAINE IN ROUGH OPENINGS. "PROSCO OR EQUAL" 1"0" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH 916"X3" TAPCONS AT 8" O.C. 1/2" OR 5/8" GYPSUM WALLBOARD ON PT FURRING ............. 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 SLOPE =_ 4. STIUCCO / CLADDING - CMU MASONRY CONSTRUCTION 11 N.3 1 'ILL T" C IC rlVl/A/ / AHIVifi-LUU 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING 3/1600"LONG (MIN.) TAP -CONS W/A 1 1/2" MIN. EMBEDMENT SPACED PER WINDOW MANUF, SEE PROD. APPROVAL 1"x4" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH 9(6"X3" TAPCONS AT 8" O.C. BUCK BED IN SEALANT (TYPICAL) JAMB 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 & SL. GLASS DR. AT C.B.S. WALL 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 ALLDESIGNSAND DETAILS INDICATED OR REPRPSFNTFD BY THIS DRA WIN G ARF FOR RIP USE ON AND :N CONJUNCTION WITH THE SPECIFIED PROJECT, THIS ISTIIF PROPFRTYOF FINNVOID ARCHITECTURE. INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE ORIN PARTWITH-OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALI FXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO TI IF FXFCUTION 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 NOTE: 1. GARAGE DOOR MNUF. SHALL PROVIDE ADEQUATE ATTACHMENT TO 2"X6" P.T. BUCK. 2. GARAGE DOOR SHALL MEET OR EXCEED DADE CO. " PRODUCT CONTROL CRITERIA. SKIM COAT OF STUCCO 3. P.T. 2"X6" W/ 9(B x 51V MIN. REDHEADS W/ WASHERS AT 12" O.C. MIN. & 6" O.C. EDGES WITH 1)j" EMBEDMENT INTO COLUMN OR Vx3N2" REDHEADS W/ WASHERS ® 24: O.C. 0 6" O.0 ® EDGES WITH 1Y20 EMBEDMENT INTO CONSULTANTS COLUMN 9(6"Xl%" LAG SCREW (1) PER JAMB .' ' BRACKET OVERHEAD GARAGE DOOR DOOR STOP 8 X 16 COLUMN, REFER TO FOUNDATION PLAN COL. SCHEDULE IV/ STUCCO FIN TYP. GARAGE DR. JAMB TYPICAL DETAILS, DOOR & WINDOW DETAIL SCALE: 1 1!2"=1 _U" SCHEDULES FOR WINDS RESISTANCE TO 170 M.P.H. GYM -BATTING CAGE SCALE: 3/4" = 1'-O" ■ TYP. O.H. 24" CANT. ROOF PLAN SCALE: 3/16" = 1'—O" EL=13'-0" EL=16'-0" T.O.B. T.O.B. EL=13'-0"/� EL=16-0"I T.O.B. T.O.B. NORTH FINNVOLD ARCHITECTURE, INC. Ice TYP. O.H. 24" CANT. 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 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 PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 Q REVISION 6.5.17 PER BLDG DEPT.COMMENTS CONSULTANTS 17 GYM AND BATTING CAGE ROOF PLAN r I— — — — — — — — 13'-0" TOP OF BEAM 0 GYM TOP OF HEADER® GYM 1 4)-- / �12% ICYNENE INSULATION — MIN. R:20 OR AS PER ENERGY CALCS. _OENOTES ACCESS TO KU ABOVE CEILING — — — — — — — — — — — — J" GYP. BD CEILING 0 EFE �❑ loll i X FOR FOOTING INFORMATION SEE STRUCTURAL DRAWINGS SECTION A SCALE:: 1/4" = 1'-0" ------------------------"'-----------------_sa-� I � I 2 PIECE STUCCO STOP AND COUNTERFLASHINCI I - , I " , CONTINUE GALVALUME FLASHING UP WALL I UNDER COUNTER I FLASHING METAL ROOF SEE A5.00 FOR ROOFING INFO I i 1 I I I I I , I , I , I , I , I , I I I I I , I , DETAIL 1 I , I , --------------------------- ___,_____---_---a---' DENOTES STANDING SEAM METAL ROOF PROVIDE FLASHING AS REQUIRED. SEE DETAIL 1 _16'-0" rV — — — — TOP OF BEAM ® B.C. TOP OF BEAM ® GYM 1V —_6'r-- —it ------------ TOB ® BREEZEWAY 12 �4 PREFAB. WD TRUSSES 024" O.C. TOP OF BEAM GYP. BD BATTING CAGE CEILING -- — — —— -- 13'-0" _ — — TOP ® GYM INTERMEDIATE BEAM. -- ---------------------- — — — — REFER -TO--STRUGTURAI - Iy — o ) H' BATTING CAGE SECTION NOTES ❑ STANDING SEAM MTL. ROOF OVER FIRE BARRIER OVER 30 LB FELT TIN TAGGED UNDERLAYMENT, ON EXT. GRADE PLYWOOD MIN. 19/32" THICK WITH 32/16 APA SPAN RATING ON PREFABRICATED WOOD TRUSSES. DO NOT APPLY RADIANT BARRIER. (A) FINISH CEILING WITH 1x3 FURRING AND 1 LAYER OF 1/2" GYP.BD. PAINTED, TYP. APPLY R-20 OF ICYNENE OPEN CELL SPRAY FOAM INSULATION TO UNDERSIDE OF ROOF DECKING. (B) FINISH CEILING WITH 1X6 T&G #1 SELECT CYPRESS DECKING, CLEAR SEALER, PROVIDE SCREENED VENTS IN COVERED PORCHES/BALCONIES. OSOFFIT- 1X6 STAINED DECKING ATTACHED TO UNDERSIDE OF TRUSS CHORD. ADD DECORATIVE 3" WIDE WOOD CORBELS STAINED AS SHOWN. OFASCIA -2X8 CEDAR FASCIA BOARD PAINTED TYP. (BACK PRIME FASCIA BOARD PRIOR TO INSTALLATION) WITH P.T. 1X2 NAILER & GALVALUME METAL DRIP EDGE TO MATCH ROOF. SEE ROOF P FOR ALUM. GUTTER LOCATIONS. 4 8" CID C. BLOCK WITH 5/8" PAINTED STUCCO ON EXTERIOR, 2 COATS MIN. FINISH INTERIOR WITH 5/8" PAINTED GYP. BD. ILOVER FOIL NSULATION R:4.1 MIN. OVER 1" P.T. FURRING ® 16" O.C., 3/4" RECESS FOR ALL BLOC WALLS. OUSE 5/8" DENSARMOR GYP. BD. IN ALL DAMP LOCATONS. USE 5/8" DUR—O—ROCK @ ALL TILE/STONE LOCATIONS, TYPICAL THROUGHOUT ONOT USED ❑FINISHED FLOORING AS SCHEDULED, ON 6" CONC. SLAB W/ 6"X6" W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL. SEE STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS. DENOTES STANDING SEAM METAL ROOF STANDING SEAM MTL. ROOF OVER FIRE — BARRIER OVER 30 LB FELT TIN TAGGED UNDERLAY, ON EXT. GRADE PLYWOOD MIN. 19/32" THICK WITH 32/16 APA SPAN RATING ON PREFABRICATED WOOD TRUSSES. DO NOT APPLY RADIANT BARRIER. 2x8 WOOD PAINTED FACIA, PRIMED AND BACK PRIMED WITH ix2 NAILER WITH GALV. COPPER DRIP EDGE AND 6" ALUM. GUTTER. SEE ROOF PLAN FOR GUTTER LOCATIONS. � 13'-0"- C_EE FLGV_ TOP OF TIE BEAM ® GYM 5/8" PAINTED STUCCO OVER HI —RIBBED MTL. LATH, OVER 15LB PAPER APPLIED DIRECTLY TO UNDERSIDE OF TRUSS CHORD, 3" CONT. VENT. A B" CONC. BLOCK WITH 5/8" PAINTED STUCCO ON EXTERIOR, 2 COATS MIN. FINISH INTERIOR WITH 5/8" PAINTED GYP. BD. OVER R-4.1 MIN. FOIL BACK INSULATION OVER 1" P.T. FURRING 0 16" O.C., 3/4" RECESS FOR ALL BLOCK WALLS. f DENOTES IMPACT WINDOWS PER SCHEDULE. EXTERIOR PRECAST WINDOW SILL Ln Z 0 a LJ LJ w U) ix2 PT TYPICAL 1-1/2" RECESS TYP. — AT BLOCK WALLS TYPICAL. FINISH FLOOR +25.5' NAVD d FINNVOLD ARCHITECTURE, INC. 12 4. 0 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 ICYNENE INSULkTI REPRESENTEDBY THIS DRAWING 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 SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FINISH CEILING WITH 1/2" PRIOR TO THE EXECUTION OF THE WORK. FURRING 1 LAYER OF 5/8" GYP, BD., TYP. .1x2 P.T. WD FIRESTOP TRUSS ANCHOR. SEE SCHEDULES INTERIOR SILL CAULKED 0 WINDOW NEW RESIDENCE FOR MR. CESPEDES PARCEL ID FINISHED FLOORING AS SCHEDULED, ON 3224-111-0002-000-2 6" CONC. SLAB W/ 6"X6" W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER ON C-24 CANAL RD CLEAN, ED TERMITE TREATEDWELL FILL.COMPASEE STRUCTURAL I SAINT LUCIE COUNTY DRAWINGS FOR SLAB AND FOUNDATION 8" APPLIED WOOD BASE d d a Q d d'. PJ O d a a Q d d a od TYPICAL WALL SECTION @ GYM SCALE: 3/4" = 1'-0" I 12 i�4 3 I I I 2 _ 16'-0" _ ---- — -- -- — -- -- — -- — — -- -- -- — -- --a ----- TBATTING CAGE OP OF BEAMICYN NE IN LATION MIN. R:20 0 AS p R D USS__ _ _ __ _ EN _ T3 =0 TOP OF BEAM ® GYM AHU'S— PROVIDE �" GYP. BID 2 —0 PLYWOOD DECKING CEILING THROUGHOUT GYM ------------ RQUGFIFIN�F��GYM --— --- -- ROUGH FIN. FL BREEZEWAY PATH SECTION B SCALE: 1 /4" = 1'-0" 4 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 0 REVISION 6.5.17 PER BLDG DEPT.COMN CONSULTANTS 1 SECTIONS GYM -BATTING CAGE ENTS STANDING SEAM MTL. ROOF OVER FIRE FINNVOLD ARCHITECTURE, INC. SECTION NOTES BARRIER OVER 30 LB FELT TIN TAGGED UNDERLAY, ON EXT. GRADE PLYWOOD MIN. 19/32" THICK WITH 32/16 APA SPAN 8000 RATING ON PREFABRICATED WOOD TRUSSES. N. FEDERAL HWY. SUITE 118 STANDING SEAM MTL. ROOF OVER FIRE OVER 30 DO NOT APPLY RADIANT BARRIER. BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 BIER LB FELT TIN TAGGED UNDERLAYMENT, ON A GRADE PLYWOOD MIN. 19/32" THICK WITH 32/ APA SPAN 2x8 WOOD PAINTED FACIA, PRIMED LICENSE # A A 26002586 RATING ON PREFABRICATED WOOD TRUES. DO HOT AND BACK PRIMED WITH ix2 NAILER APPLY RADIANT BARRIER. WITH GALV. COPPER DRIP EDGE AND , / 6" ALUM. GUTTER. SEE ROOF PLAN (A) FINISH CEILING WITH 1x3 FU 0ING AND 1 LAYER OF FOR GUTTER LOCATIONS, 1/2" GYP.BD. PAINTED, TYP APPLY R-20 OF ICYNENE INS TI N ALL DESIGNS AND DETAILS INDICATED ORT THIS DRAWING ARE FOR USE ON ICYNENE OPEN CELL SPR FOAM INSULATION TO anlD IN cowuNcrloN WITH THE SPECIFIED AND I CO JU IED 12 12 UNDERSIDE OF ROOF DE ING. PROJECT. THIS ISTHFPROPERTYOF FINNVOLD 1A 4� Q4 (B) FINISH CEILING WITH 1 T&G #1 SELECT CYPRESS SEE E ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITHOUT13'-0"— ICYNENE INSULATION PREFAB. WD TRUSSES DECKING, CLEAR SEA R. PROVIDE SCREENED VENTS -- TOP OF TIE BEAM O GYM •_ WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST MIN. R:20 DR AS PER N COVERED PORCH /BALCONIES. LEGAL RECOURSE. THE CONTRACTOR SHALLVERRY ENERGY CALCS. 024" O.C. L ALI-EXISTING CONDITIONS AND DIMENSIONS AND SOFFIT— lX6 STAINE DECKING ATTACHED TO • e INISH CEILING WITH 1/2" NOTIFY THE ARCHITECT OF ANY DI5CREPANCI6 PRIOR TO THE EXECUTION OF TH F WORK, ENOTES ACCESS TO 2 UNDERSIDE OF TRU CHORD. ADD DECORATIVE 4 1 FURRING 1 LAYER OF 5/8" AHU ABOV"EILING b 16'-0" 3" WIDE WOOD C BILLS STAINED AS SHOWN. „ GYP. BD., TYP. " TOP OF BEAM O 5/8" PAINTED STUCCO OVER 1x2 P.T. WD 3 2 GYP. BD BATTING CAGE 3 O FASCIA —2X8 DAR FASCIA BOARD PAINTED TYP. HI —RIBBED MTL. LATH, OVER FIRESTOP CEILING (BACK PRIME ASCIA BOARD PRIOR TO 15LB PAPER APPLIED DIRECTLY NSTALLATI@ WITH PIT. 1X2 NAILER & GALVALUME TO UNDERSIDE OF TRUSS CHORD, 3" ed TRUSS ANCHOR. 13'-0" Ak — _ — — — — — — _ 13'-0' METAL DRI EDGE TO MATCH ROOF. SEE ROOF CONT. VENT. a SEE SCHEDULES TOP OF BEAM O GYM TOP OF BEAM ® GYM PLANS F ALUM. GUTTER LOCATIONS. e �2—O ' j' 8" CO . BLOCK WITH 5/8" PAINTED STUCCO ON v 4 INTERMEDIATE BEAM. O EXTER R, 2 COATS MIN. �OrO"--------- '.'� --------------------- -- — — — — --- 4 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — REFER -TO--STRUCTIFIRAU- FINIS INTERIOR WITH 5/8" PAINTED GYP. BD. 8" CONC. BLOCK WITH 5/6" PAINTED TOP OF HEADERO GYM — — — — OV AP POLYISOCYANURATE —FOIL FACE— FOAM STUCCO ON EXTERIOR, 2 COATS MIN. FINISH BD SH THING 3/4" RIGID INSULATION R:7 OVER 1° INTERIOR WITH 5/8" PAINTED GIP. BD. OVER CEILING p P FURRING ® 16" O.C., 3 4 RECESS FOR ALL R-4.2 FOIL BACK INSULATION OVER 1" P.T. " OCK WAI1S. FURRING O 16" D.C., 3 4 RECESS FOR / � — — ALL BLOCK WALLS. USE 5/8" DENSARMOR GYP. ED.IN ALL DAMP 4 LOCATIONS. USE 5/8" DUR—O—ROCK 0 ALL G TILE/STONE LOCATIONS, TYPICAL THROUGHOUTnx, DENOTES IMPACT WINDOWS = PER SCHEDULE. - BACKSPLASH NOT USED EXTERIOR INTERIOR r� GYM BATTING CAGE 7 FINISHED FLOORING AS SCHEDULED, ON / 6' CONIC. $LAB W/ 6"x6" W1.4xW1.4 WWF ON 6 CI El MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL, SEE STRUCTURAL PRECAST WINDOW SILL TERMITE TREATED SILL CAULKED DRAWINGS FOR SLAB AND FOUNDATION DETAILS. O WINDOW �USrH_F& ELSxYM— --- — ------ --- ---_ ---------------- — ------------- ------ ------— ----------- ------------- FOR FOOTING +^`i INFORMATION SEE STRUCTURAL DRAWINGS SECTION A SCALE: 1 /4" = 1'-0" z z 0 -------------------------------------------------- I I J W I 2 PIECE STUCCO STOP er w AND COUNTERFLASHING N NEW RESIDENCE CONTINUE GALVALUME FOR MR. CESPEDES FLASHING UP WALL UNDER COUNTER PARCEL ID FLASHING FINISHED FLOORING AS SCHEDULED, ON 3224 111 0002 000 2 METAL ROOF 6" CONC. SLAB W/ 6"X6" W1.4xW1.4 SEE A5.00 FOR WWF ON 6 MIL VAPOR BARRIER ON C 24 CANAL RD - CLEAN, WELL COMPACTED TERMITE ROOFING INFO j TREATED FILL. SEE STRUCTURAL SAINT LUCIE COUNTY I DRAWINGS FOR SLAB AND FOUNDATION DETAILS. I 1 x2 PT TYPIC 1-1/2" REC S TYP. I I AT BLOCK ALLS TYPICAL I I 1 8' APPLIED WOOD 8118E I I FINISH FLOOR d e e 4 +25.5' AVD DETAIL 1 °. e e� 2.27.17 I I 'e ° a1701 � d e ad.e DENOTES STANDING SEAM METAL ROOF PROVIDE FLASHING AS REQUIRED. SEE DETAIL 1 _ 16'-0" TOP OF BEAM ® B.C. _13'-0" — — — TOP OF BEAM O GYM TOB O BREEZEWAY BREEZEWAY PATH TYPICAL WALL SECTION @ GYM DENOTES STANDING SEAM METAL ROOF SCALE: 3/4" = 1'-0" -- — t — -- t 1-1--t —-- T OP OF BEAM O ICYN NE IN CATION 2'-0" BATTING CAGE MIN. R:20 AS P R PREF . WUSS �" GYP. BD — — — -- — -- — -----I AHU"S- PROVIDE 2'-0" TOP OF BEAM O GYM PLYWOOD DECKING CEILING THROUGHOUT SECTION B SCALE: 1 /4" = 1'-0" -\-------- GYM 4 REVISIONS PERMIT SET 4.26.17 CONSULTANTS Zli'J ' p §SECTIONS GYM-BA�'�-CAQ.E 2-A6 • QI-IFFY d QW111 12'-7„ p Q ----------------- Q ------ C1 32" D.C.. ■ I Q 4 MF-24 ■ 1 PEE�] . I I Q Q I Q ■ 1 Q _ Q 1 .Q p °1 1 Q Q 6 Q Q @ 32" C.C. ■ ■ Q I. ■ I Q Q .Q Q d I I ° I� Q Q I ■ ■ C1 32" O.C. ° Q Q I ■ 1 ■ ■ ° I Q ° � 1 1 1 ■ 1 'MF_24 'TYPICAL Q 1 6" SLAB ON GRADE ■. 1 7 W/6x6. W1.4MA W.W.M. I I Q I Q QI Q I I Q p 07241I . Q ■ p a 1 1 Q QI< p (,t 41 ■ I I 1 I p Q ° Q ° Q QF MF-2 I Q I ■ - I ■ Q 7ypICAL 1 ,�11 Q 1 Q ° °- Qi Q � I I °' Q� � i ■ v m Q � Q I■. I I Q 1 MF-24. .� I Q p � � � � � I ■ I I Q Q Q ■ I Q : Q �. a 1 1Q I I p ■ Q ° Q. Q Q �. ■ Q p Q ° MF-24 - o - Q Q Q I N W ■ Q I I 1 ■ 1 Q MF ■ ° ° I 4 ■ 4 I ° TYPICAL I � 6° SLAB ON�RADE .� � I ■ I � Q � I� ■ Q I I .. Ct 32" O.C. ° I rah .I I ° 1 I Q 1 ° ° Q1 ■ ■ Q' I Q Q ■ 1 1■ 1 p I ■ i Q I a Q 1 1 1 a a Q Q. Q ■ Q 1 Q p N o Q d Q p Q p Q Q l ° Q a° 1 1 < p I■ � � ■ Q Q I I MF-2a I p TYPICAL I � ■ I Q � I I � 6" SLAB ON GRADEQ I ■ MF-za W/6x6, W1.4%Wi.4 W.W.M. I I °Q Q LNQ I I � � I■ 1 Q Q ■ p I i p i Q I A C1 32"10.0 ■ ■ I Q I I Q Q I a . 1 Q° °° 1 1 a ■ I &32" O.C. MF-2a (� I' I I I C1 32" O.C. Q d ° I Q MF-2a p . L------=-------`------.-----------------�-- -. ■ J--=------------=-----------J ■ ■ 11 9 0, FOUNDATION PLAN -Me* = r-0, EINFO 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. (B) 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 EACH 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 (1'-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND 1" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. SEE PLAN FOR SI 8" x 8" x 16" CONCRETE MASONRY UNITS AND SPACING. 9 GAUGE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) BLOCK REINFORCEMENT NOTE ALL 6" THK. SLAB CONC. LINTEL 'CASTCRETE' SEE LINTEL SC �D TYP. BOND BEAM ,I I I COL STL (SEE WALL SE 4" MIN. 4" MIN:.I (1) # 5 (1) # 5 MIM. MIM. FORM & POUR SOLID -M 6" DP. ( EA. SILL ). I I I I I I I I I I I I . it l I I I I I I I I I I I CONC. BLK W I --"'BOTTOM OF FOOTER _ L --- ------ ----------------------------- ---- - ----------- ADD )# 5 FOR OPENINGS GREATER THAN 4'-4" TYP. WINDOW/ M. 0. OPEN'G IN BLK. WALI. CONC. LINTEL 'CASTCRETE' SEE LINTEL SCH DULE TYP. BOND BEAM I I I I I I COL STL (SEE WALL SE I I 4" MIN. 4" MIN. I I I I (1) # 6 (1) # 5 MEW. MIM. I I I II II II I I I I I I _____BOTTOM OF FOOTER L----- TYP .DOOR/ M. 0. OPEN'G IN BLK. WALL 30" OENT BAR LAP SPLICE 30" LAP AT EACH CORNE (TYPICAL) (1 EA.)#5 VERT. IN CONC. FILLED C.M U. BELOW 7< a J U_ O n 1(2SEE EA.)#5 TOP & BOTTOM BEAM DETAIL) 9 GA HORIZONTAL REINFORCEMENT # 5 DOWN BAR 36" ABOVE SLAB 12" HOOK AT FOOTING I 8" X 8" X 16" i KNOCK OUT CORNER DETAIL CONCRETE FOUNDATION SCHEDULE MARK SIZE REINFORCEMENT REMARKS BOTT TOP MIDDLE MF-24 24"W X CONT. CONIC. FTG. 2 #5 1 #5 SEE DETAIL FT-12 12"x12" 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 MARK SIZE REINFORCEMENT HOOPS REMARKS 1�■ C-1 8% 8" 1 # 5 48" O.C. FILLED CELL NONE 3000 PSI ® COONC.. COLUMN 4 5 # # 3 AT 12" O.C. 3000 PSI 12% 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 M C 1 6" X 6" X 3/8" STEEL COLUMN SEE STEEL COLUMN DETAIL STRUCTUAL NOTES ALL STRUCTURAL LUMBER # BE SYP12 MI CONCRETE SLAB TO BE 2500 PSI AT 28CONCRETE SLAB TO BE 2500 PSI AT DAYS SOIL BEARING 2500 PSF ALL REINFORCING STEEL A-615 GRADE 60 CONCRETE BEAMS TO BE 3000 PSI AT 28 DAYS ❑■ INDICATES TYPICAL C1 COLUMN 8"x 8" FILLED CELL W/ 1 # 5 3000 PS1 CONCRETE w/ (3) #5'S CONTUBLE MESH @ FOOTER ° M w/ (3) #5'S CONT MF1 STANDARD CONTINUOUS FTG 44 .°�4. n r n L w T. za" MF1 INTERIOR FTG (al, BRG WALL L � a.l MESH `'-- -=-k- 145 CONT. 3" MIN. COVER 12° E12 SHOWER RECESS REVISIONS BY a `s / CH. FL M 0 d I In In �0) w a Z 4 D X �rTyl D L, ton J w wwi x CID N Lo J G_ Lo ¢ m U J W ¢ O w a 0:l DRAWN BY: CARLOS VR ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvilaca203mail.com DATE 3-1-17 SCALE: 3A6' = Mr PROJECT : W901-IMPMES F` SHEET 0 -17 -915 -915 -915# -915� -9151 -9151 -9151 -9151 r,D NOTE 16 HI WALL TO HAVE TWO BOND BEAM POURS AT XY-0" AND 16-(r 13'-0 16'-0" A A INTERMEDIATE BOND BFAM 101-011 'S Rzy' YES 'i r5 I I 1 I I ■ ■ ■ ■ ■ ■ ■ ■ BB-1000, 1 I BB 1 IL -3A BB-1 L-t - L- - -1710 A BB-1 I I B�-1 I BB-1 1 -16 7# - L J L J - - ■ ■ in in -9 5 0 ROOF TRUSSES •a 13-'0 CLG. -91 >< M -91 -BE 7 - 71 - - - - - - - - - - • • • • BB-1 INTERMEDIATE BOND BEAM - - - - _91s -8 71 - - - - _ - - - - - 91 BB-1 - 8 71 - - - - - - - - L-t - - - - - - ROOF TRUSSES - - - -e 7# 11 CLG. • - -91 - ■ -91 -915 -- -- -- - - _B 71 -- -- -- -- -- • ROOF TRUSSES I 13-'0 CLG. _0151 - CD e 7 ■ ■ -- --- -91 BB-1 4: 12/FT _SLOPE _ _ -915#4:12/FT _B 7# -- -8 7# - - - - - - - - - - A SLOPE ■ 71 - - - - - - - - - 71 - - - - ■ _ _g1 • • `1 BOND BEAM 91 51 - 7# — — — — — — — —INTERMEDIATE -81 7: - - - - - - - - _915# - - - - - - - - - ■ - - -al 7# -BE 71 ■ -9154 - — — — — — — — — — — — - - - - INTERMEDIATE BOND BEAM L-1 ■ - 71 - - - - ROOF TRUSSES 13-'0 CLG. -915# - _ - - 71 - - - - - - ROOF TRUSSES ■ BB-t -915# ■ -BE 71 16'0 CLG. - - - - - - - - ■ _ 7 - - - - - - - -915# -BE 7# _ - - - - - - - - ■ ■ ■ -BE 7# -BE 7# • in - - - - - - - - - - - - - - - -915# -BE 8 71 • _B9 FIE - - - - - - -- -89 # - - - - - - - - -91 - - - - - - - - - ee-1 INTERMEDIATE BOND BEAM 91 L-1 - - -91 -89 - _ - - - - - - ■ ■ • - - - - - - - - - -89 B • o A In— - 0000 • a m m� M BB -I T tI TF ; -350 BB -; I I I I I I I I I I 'I L-1-1 I � / ROOF TRUSSES BB-1 -es IL - _ -0 CLG. _1710 _1636� —TBB-1 j BB-1 I I I I I I I L 1 BB-1 • • • • ■ _■■ ■■a{� ■ ■ ■ ■■ I I B qq �S � I � 'FnI' ,�I.1 � � �h BB-1 I kry g{ YIS I � ,�' � 'nl� � � 1 IRy Q e'i yyr ✓IS A A A INTERMEDIATE BOND BEAM 13'-0" 16'-0" -1697# -897# -897# -8871 -897# -897# -897/ -8971 -8971 -897# -897# -897# -897# -8971 _8971 -897# -897# -897# -897# -897# -8971 -897# -8971 -8971 -1636# FRAMING PLAN 3n6' = r-c 10 — :DIATE BOND BEAM 10'—D' TE BOND BEAM Strop Or (SEE BE. see plan STUCCO SOFFII REINF. COP (SEE BEAM 10'-0" ® 16' WALL INTERMEDIATE BOND BEAM ® 16' WALL RVER F, W/Rl# SEE PLAN 5 4 0 6'-0" O,C, PLIED WOOD BASE. EXP. SOINT CE SLIS OLED FOUNDATION Tm SMOOTH 4" CONC. SLAB W/6x6-10/30 MESH ON 4 MILVLSQTJEEN VAPOR BARRIER EL 100'-0" DOUBLE MESH ®FOOTER 9 GRADE ,d. R, x , x '9 1 �-COMPACTED d. TREATED FH.LZ a. a. SEE SCH. WALL SECTION W/ 2' OVERHANG CONCRETE BEAM SCHEDULE SIZE REINFORCEMENT REMARK NOTES BOTT TOP MIDDLE L-1 L8INTEL 1 #5 VARIES SEE ELEV. _2 8'x 16' UNTEL 1 f5 1 15 1 #.5 VARIES SEE ELEV. �-1 Tx BOND6BEAM 1 1B VARIES SEE ELEV. B"x 2,V 13 STIRRUPS VARIES B-1 CONC. BM. 2 #6 2 16 2 IIIS 0 6" O.C. SEE ELEV. B-2 8'x 12' CONC. BM. 2 NB 2 1B 13 STIRRUPS 0 6" O.C. VARIES SEE ELEV. RB-1 8"x 12' CONC. BM. 2 NB 2 1'`' NON r.SEE VARIES ELEV. ADD 1 5 REBAR FOR VERY ADDITIONAL 6' IN DEPTH OF BEAM 8F16-1B/1T F=FILLED WTH GROUT / U=UNFILLED DESCRIPTION QUANTm OF d5 REBAR AT uNTEL CAVITY B" BOTTOM OF gF16-1B/1T F, 6" I" Y NOMINAL VADTH QUANTITY OF REBAR AT TOP#5'� a I NOMINAL t !I s HEIGHT e flRM. I . e- Lei Mir! c� # 75y. L-2 H�1 I90I40-RAM A LIMM 5 8" CDX 41 APA RATED 41 PERPENDICULAR 01 �`� TO F�--- ® ; �� TRUSSES 2 X FASCIA �� ` >�` WITH 3 -16D I � ROOF TRUSSES` 1 24" O.C. 1 � 5 2X4BLK 24"O.0 - 4"-0" AT GABLE ENDS ZONE PLAN ROOF SHEATHING SHEATHING SCHEDULE LOCATION PANEL FASTENERS SPACING /ZONE 5/8" CDX 6" O/C EDGES /ZONE 4 WALLS APA RATED gd ring shank 4" O/C EDGES/ZONE 5 ROOF 5/8" CDX 8d 6" O/C EDGES /ZONE 2 ZONE 1 APA RATED ring shank 4" O/C EDGES/ZONE 3 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. B. CONNECT PLYWOOD ROOF DIAPHRAGM TO STRUCTURE WITH 8d RING SHANK. NAILS, 30" L (REFER TO ROOF SHEET FOR TIE -BEAM ELEVATIONS - WHERE APPLICABL POUR 8"x8" VERTICAL COLUMN AT TIE BEAM STEP-UP W/ (2)#5 RODS ° o- TQ J 5 ROD IN POURED CELL, AT FTG. & TIE BEAM STEPPED TIE BEAM DETAIL 2x4 BTM. CHORD BRACING 72" O/C MAX., SECURED W/ 6'-0' MAX (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP. Do 2x4 DIACONAL B .CHORD BRACING, SEE P of FOR LOCATION BTM. CHORD OF WOOD ROOF TRUSSES Li BOTTOM CHORD BRACING NTS 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 LOCATION) 2x4 CONT, LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) TYPICAL )GBRACE DETAIL NTS REVISIONS BY .0 COMMENTS CV 6 17 555 S POWERIIlVE RD POMPANO 4 95662 IKE- Go Go r � I r7 0 a jet/ o' Z F+y ^ z W 4 X O 4�1y1 L, O 5wJ rYJ _ r� a O3 00 N O Uo U u7 0)J W V7 ¢ O W W 0- DRAWN BY: CAKOS VRACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvilaca2®Gmail.com DATE 3'-1-17 SCALE: PROJECT NOTOM-MPMES SHEET I �2 1N1 -915# -915# _915# -915# 1-350 NOTE 16 HI WALL TO HAVE TWO BOND BEAM POURS AT 10'-(r AND 16-101"' 2 0" 13'-0 16'-0" A A 10'-011 ■ ■ ■ r ■ Ell Be-1 I I BB-1 I I — — — BB-1 — .— _ -1710 A BB-1 -16 70 _ _ _ — — — — ■ ■ ■ ■ — — — — — — — _g o NN— ROOF TRUSSES m -sts x 13-'0 ac• MIS471 -9151 -9 7# — — — — — BB-1 ■ ■ ■ ■ ■ BB-t INTERMEDIATE BOND BEAM - - _ - - -915 _B 7# - - - - - - - - _ _ -91 BB-1 _8 7# -ROOF TRUSSES - - - -91 _ —8, 17# 16'0 CLG. ■ _ a — ■ -91 _ -915 -8 7# ■ ROOF TRUSSES -915# 0_ 13—'0 CLG. — _ _ _ —8 7# ■ -91 -- -- -- -- -- BB-1 4:12/FT _ _ SLOPE -- - - -� ■ - 71 -- -- -e 7# - - - - - - - - - - 4:12/FT A SLOPE ■ _ - 71 — — — — — — — - -8 71 — — — — — — — — ■ -915 ■ ■ BB-1 INTERMEDIATE BOND BEAM _g15# -W 7j - - - - - - - — — 7# — — — — — -9151 — — — — — — — — — ■ _9151 - - - - - - - - - - -8171 — — - INTERMEDIATE BOND BEAM L-1 _91 — ROOF TRUSSES 13—'0 CLG. -915# — — — — BB-1 -9150 L-1 — 7# _ — — — — — — — — ROOF TRUSSES —8 71 16'0 CLG — — — — — — ■ ■ ■ �, - - -- -- -- - - _7 -&17# ■ ■ -817# _81 7# ■ ■ - - - - - - - - - - - - - - - - - - - 7# 88-1 BB-i ■ - - - - - - - - - -91 - - - - - - - - - - -■ i oT INTERMEDIATE BOND BEAM 91 Ell -BB # -891 L- - - - - - - - ■ ■ ■ - - - - - - - - --A - - - 1i m o• -1710 -350 I I �I I I I q�qI ■ ROOF TRUSSES BB-1 -89 # 16'0 CLG. _1676� _ TTj 88_1 I I I BB-1 ■ ■ IN ■ A A A INTERMEDIATE BOND BEAM 26' 4" 13'-0" 16'-0" -1697# -897# —897# -897# -897/ -8970 -897/ -8971 -897# -897# -Bs7# -897# -897# -897# -897# -897# -897# -897# -897# —897# -897# _897# -897# -897# -897# -897# -1636# FRAMING PLAN _"6' = Mr INTEf�MEDIATE BOND BEAM 10 -o ATE BOND BEAM strap (SEE see �-4j STUCCO SC REINF. (SEE BI 10'-0" ® 16' WALL INTERMEDIATE BOND BEAM ® 16' WALL CELLS SOLID FOUNDATION EL 100'-0" GRADE —\ 9 a. 4 ® 6'-0" O,C, REINF, WL 1# SEE PLAtNN 1,FDOUBIE pUrD WOOD BASE. JOINT " CONC. SLAB W/6x6-10/30 MESH VISQUEEN VAPOR BARRIER ESH ®FOOTER x ° a x d ' TREATED 1'D.L7 SEE SCH. WALL SECTION W/ 2' OVERHANG CONCRETE BEAM SCHEDULE MARK SIZE REINFOR EMENT REMARK BOTT TOP IDDLE NOTES B'x 8' VARIES UNTEL 1 #5 SEE ELEV. L-2 8"x 16' 1 15 1 '15 VARIES LINTEL SAE ELEV. BB-1 rx 16' 1 #5 1 F5 VARIES BOND BEAM SEE ELEV. Wx 2 r 0STIRRUPS VARIES B-1 GONG, BM. 2 #6 2 #6 2 16 O 6' O.C. SEE ELEV. B-2 8'x 12' LONG SA. 2 2 #5 #3 STIRRUPS VARIES SEE EUN. 'FORVERY 0 6' O.C. RB-1 8'x 12' 2 ;5 2 #5 NON VARIES CONC. SM. SEE EIEV. AD REBAR ADDITIONAL 6' IN DEPTH OF BEAM 8F16-1B/1T F=FILLED WITH GROUT / U=UNFILLED DESCRIPTION QUANTITY OF i5 REBAR AT F BOTTOM OF LINTEL CAVITY 8" F16-1B/1�T F 9 I• M NOMINAL N1 QUANTITY OF P QUANTITY AT TOrr NOMINA EIGHT • /5 ] 5 L-1 1 18mmi B-2 B-1 ;] L--2 BB-1 BOND -BEAM & L2?M 5 TO 8" CDX 4 A A RATED `\ 4 PERPENDICULAR \ QQ 0\`1\ r' f�_---- ,0`\\ TRUSSES L 4 W1} 37 FASCIA D / J ROOF TRUSSES 24" O.C. 5 ` 2 X4BLK 24"O.0 i� 4"-0" AT GABLE ENDS ZONE PLAN ROOF SHEATHING SHEATHING SCHEDULE LOCATION PANEL FASTENERS SPACING /ZONE 5/8" CDX 6" O/C EDGES /ZONE 4 WALLS APA RATED 8d ring shank 4" o/C EDGES/ZONE 5 5/8" CDX 8d 6" O/C EDGES ZONE 1 ROOF APA RATED ring shank /ZONE 2 4" O/C EDGES/ZONE 3 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. B. CONNECT PLYWOOD ROOF DIAPHRAGM TO STRUCTURE WITH 8d RING SHANK. NAILS, 30° L — (REFER TO ROOF SHEET FOR TIE —BEAM ELEVATIONS — WHERE APPLICABL POUR 8"x8" VERTICAL COLUMN AT TIE BEAM STEP—UP W/ (2)#5 RODS Q J —111#5 ROD IN POURED CELL, TIED AT FTG. & TIE BEAM STEPPED TIE BEAM DETAIL 2x4 BTM. CHORD BRACING 72" O/C MAX„ SECURED W/ 10d COMMON NAILS AT / EACH CHORD INTERSECTION, TYP. 2x4 DIAGONAL B .CHORD BRACING, SEE P FOR LOCATION BTM. CHORD OF WOOD ROOF TRUSSES Li BOTTOM CHORD BRACING NTS 2x4 #2 SOUTHERN YELLOW PINE CROSS qX BRACING MEMBERS FASTENED TO TRUSSES W/4-16d NAILS EACH END (REFER TO TRUSS NOTES, TRUSS LAYOUT AND NOTE BELOW FOR LOCATION) 2x4 CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) TYPICAL X/BRACE DETAIL NTS REMIONS I BY CARL G. FORBES DRAWN BY: CARLOS VILACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL: carlosvilaca20Gmall.com DATE 3-1-17 SCALE: PROJECT NOTORlS-MPEDES SHEET ■ 1r-7' r-o 20'-7' it -a' r-r 8 X 8 0 100 CFM �2 x A22 OT �a nm 6„;/4AT� HALL:_ 8 LIINAIE ( 6 T JF 24 X 24 R/A GRILL p • �. BREAKR OM sroNET... LAMINATE (LYO 24x18 •-••`••�• 221 •` •`•, 18" § UPPLY 14X14�. j r�, �� BATTING CAGE i J ; �, TURF FLOORING • ; j 24 X 24 R/A GRILL 1, 9" ! 1 8" X 18" SIDE GRILL I 50 CFM 1 j I 250 CFI„ j 1 10 x 10 250 CFM ® ! i ! 14X14 i ! m i i 250 CFM 1 i 6" X 18" SIDE GRILL • ® , �••� ._••_ i .,�........+��......�..-..�..�..�..�..�..�..�..�j ! 450 CFM i i I ! 1 I j 1 16" 10 X 10 �..� �.,�•` 290 CFDf 1 I ! 1OX12 I 1 ! 450 CFM j 1 8" X 18" SIDE GRILI. I ! 10 x 250 C1FM ® ......�..,� .�.....,........�..r...�..�..�,.�..�.,�..�..� — i ! I I 1 12" IOX10 1 i ! 10 X 10 I 250 CFM �••� '"•�.,`i 1 I ! i 1 6" X 18" SIDE GRILL 450 CFM 1 10 X 10 j 250 CFM Y I 4 29'-4• 26'-0• 55'-4' IATER TELL URIFICATION OFTENER OOSTER UMP MECHANICAL PLAN 2— 5 TON SET LOW SPEED HUMIDITY CONTROL 1800 CFM COOLING EQUIPMENT # 7 MAKE RHEEM MODEL RP1760AJ 5.0 TON 2000 CFM EFFICIENCY 16 SEER TOTAL BTU 56,000 HEAT PUMP COOLING EQUIPMENT # 6 MAKE RHEEM MODEL RP1760AJ 5.0 TON 2000 CFM EFFICIENCY 16 SEER TOTAL BTU 56,000 HEAT PUMP HEATING EQUIPMENT # 7 MAKE RHEEM MODEL RCF6024JA EFFICIENCY 100 EFF EFFICIENCY 10.0 KW REF. PIPING 1-1/8 / 7/8 HEATING EQUIPMENT # 6 MAKE RHEEM OR EQUAL MODEL RCF6024JA EFFICIENCY 100 EFF EFFICIENCY 7.5 KW REF. PIPING 1-1/8 / 7/8 FAN SCHEDULE ca FAN NO. EF- 1 AREA SERVED TOILETS CFM 50 RPM 1075 WATTS 14 AMPS .11 VOLTAGE 120-1-60 FAN TYPE CEILING CONTROL LT. SWITCH EF-1 WITH BACKDRAFT DAMPERS. GENERAL MECHANICAL NOTES 1, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCALORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 908, 91 & ANSI B-9.1 MECHANICAL REFRIGERATION. ALL DUCTWORK SHALL BE FABRICATED, INSTALLED AND SUPPORTED AS PER SMACNA STANDARDS. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. TO INSURE AN ORDERLY PROGRESS OF THIS WORK. 4, ALL MATERIAL SHALL BE NEW OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN. 5. ALL NON -EXPOSED SUPPLY AND RETURN AIR DUCTWORK SHALL BEMINIMUM R-6 FIELD FABRICATED FIBERBOARD DUCT OR INSULATED ROUND SPIRAL DUCT AS SHOWN. 6, ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. 7. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 6 ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS, METALAIRE, AIRGUIDE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 9 THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO -HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE THERMOSTAT. * CONTRACTOR SHALL FULLY INSTRUCT OWNER ON HOW TO PROPERLY PROGRAM INSTALLED THERMOSTATS. * PROGRAMMABLE THERMOSTAT SHALL BE BY MANUFACTURER OF INSTALLED AIR HANDLING UNIT. IT IS RECOMMENDED THAT DURING OCCUPIED HOURS, THE FANS BE SET TO "ON" IN LIEU OF "AUTO". 10. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. 11. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12. CONTRACTOR SHALL INSTALL ALL OUTDOOR EQUIPMENT TO WITHSTAND WIND LOADING FORCES AS REQUIRED BY LOCAL CODES. REFER TO STRUCTURAL PLANS BY OTHERS FOR STRUCTURAL DETAILS. 13. PROVIDE ALL NECESSARY CONTRACTORS, RELAYS, ETC., FOR A COMPLETE OPERATING A/C UNIT 14. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT OF THE CONTRACTOR FAILING TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. 0 • e 6 DRAWN �� BY: B�rr `� A 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvfIcca20Gmd.com DATE 1+17 SCALE: Y16, - r-w PROJECT : NOMIM-CESPMES SHEET 16-6 1/2' 7-01 37'-9 1/2' 55.-a. 12'-7* S-0' 20'-r 12'-V 7'-7 100 CFM �� 2 RA i4 �4 �D HOT TUB M 22 6" .•• W HOTW FICE HALL S IAMINAIE ( ,f , / J 77 XB T B 8" 1� 8 T P _ B X 8 00 CFM 24 X 24 R/A GRILLion JE�••� rpm '.. ®' 1 I .. B R EAK R O M STONEY°... ,.. ,1 24)U8 �••�• !IB" LAMINATE(Lq 221SUPPLY o / 14X14�., BATTING CAGE TURF R.00MNG L..J 24 X 24 R/A GRV I• - i' 8" X 18" SIDE GRILL 50 CFM 1 ®�, •/ CI I 10 x •2Q 9" : t• i 250 CAIS.. 10 x 10 j 250 CFM I I 14)14 4 ! ! ! m i i I 250 CFM i I ®�• �..—. j 6" X 18" SIDE GRILL ....�.._..�,._.. 450 CFM � I I ! I 1 = I8" 10 X 10 250 CFMft kz' Aw 1OX12450 CFM IDE GRILL I ! 10 x 10 250 CFM I I ! I ! 12" I0x10 ! ! b I ! 30 X 10 1 250 CFM �•._• �"�.,`j 1 I ! 1 8" X I8" RILL i 450 CFM 10 x 10 j 250 CFM Y j I Q 9'-0' 12'-0' 6'-4' 5.-a. 4TER =LL JRIFICATION )FTENER )OSTER )MP MECHANICAL PLAN 2- 5 TON SET LOW SPEED HUMIDITY C04TROL 1800 CFM COOLING EQUIPMENT # MAKE KHLLM MODEL RHIT6 , 5.0 TON 2000 CFM EFFICIENCY 5E€R TOTAL BTU /' 56,000 HEAT.wUMP COOLING EQUIPMENT # MAKE RHEEM MODEL RHITHMB02401A 5.0 TON 2000 CFM EFFICIENCY 16 SEER TOTAL BTU 56,000 HEAT PUMP HEATING EQUIPMENT # MAKE RHEEM MODEL RA1660AJ EFFICIENCY 100 EFF EFFICIENCY 10.0 KW REF. PIPING 1-1/8 / 7/8 HEATING EQUIPMENT # MAKE RHEEM OR EQUAL MODEL RHIT3617TAN EFFICIENCY 100 EFF EFFICIENCY 7.5 KW REF. PIPING 1-1/8 / 7/8 FAN SCHEDULE e FAN NO. EF- 1 AREA SERVED TOILETS CFM 50 RPM 1075 WATTS 14 AMPS .11 VOLTAGE 120-1-60 FAN TYPE CEILING CONTROL LT. SWITCH EF-1 WITH BACKDRAFT DAMPERS. GENERAL MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCALORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91 & ANSI B-9.1 MECHANICAL REFRIGERATION. ALL DUCTWORK SHALL BE FABRICATED, INSTALLED AND SUPPORTED AS PER SMACNA STANDARDS. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. TO INSURE AN ORDERLY PROGRESS OF THIS WORK. 4. ALL MATERIAL SHALL BE NEW OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN. 5. ALL NON -EXPOSED SUPPLY AND RETURN AIR DUCTWORK SHALL BEMINIMUM R-6 FIELD FABRICATED FIBERBOARD DUCT OR INSULATED ROUND SPIRAL DUCT AS SHOWN. 6. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. 7. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. S. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS, METALAIRE, AIRGUIDE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 9. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO -HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE THERMOSTAT. * CONTRACTOR SHALL FULLY INSTRUCT OWNER ON HOW TO PROPERLY PROGRAM INSTALLED THERMOSTATS. * PROGRAMMABLE THERMOSTAT SHALL BE BY MANUFACTURER OF INSTALLED AIR HANDLING UNIT. IT IS RECOMMENDED THAT DURING OCCUPIED HOURS, THE FANS BE SET TO "ON" IN LIEU OF "AUTO". 10. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. 11. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12. CONTRACTOR SHALL INSTALL ALL OUTDOOR EQUIPMENT TO WITHSTAND WIND LOADING FORCES AS REQUIRED BY LOCAL CODES. REFER TO STRUCTURAL PLANS BY OTHERS FOR STRUCTURAL DETAILS. 13. PROVIDE ALL NECESSARY CONTRACTORS, RELAYS, ETC., FOR A COMPLETE OPERATING A/C UNIT 14. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT OF THE CONTRACTOR FAILING TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. REVISIONS BY lq- 11�� 00 cV D a sl� Lo a Z 4 X o Ld J aUw w I UN : co U J� ¢ rn U J wO Q ¢ W 2, _ Ln w o DRAWN BY: CARLOS VR ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvllaca2®Gmail.com DATE 3-1-1% SCALE: _M6' = P-T PROJECT : N0MRiS-CESPM0 SHEET ]=I nnlll T,.,_,......�., W,,,, .,. ,. SCREW FASTENERS IN DUCTS S" DIA. OR LARGER BRANCH TAKE -OFF 4 DAMPER A66Y. EXTERNAL POSITION INDICATOR AND OPERATOR T*T`fmI C4�. =UcT 'CET,41 L SCALE: N.T.S. A�E S TO DUCTWORK MINK R" G UNCONDITIONED LAY -IN CEIL'G INSULATED FLEX DUCT (SEE PI -AN FOR SIB) DRAW PAND (TYP) SOUND TRAP EGG coRATE REtURN ,41 tR,4NSFE'' SCALE. N.T.S. LIQUID & SUCTION LINES OVERHEAD RISE IN AHU CLOSET WITH INSULATION AS PER FBCM 2007 EDITION, DROP IN GWB CHASE . FIRE CAULK EXTERIOR WALL OPENINGS. SIZE VARIES, SEE PLAN. CONDENSATE DRAIN LINE THRU CONDENSATE PUMP TO RAISE ABOVE CEILING LEVEL. SLOPE TO DRAIN THRU EXTERIOR WALL INTO CONDENSATE PIT SUPPLY AIR 0 AIR ANDLE UNIT SD 4" CLEAR ON ALL SIDES OF UNIT ADJUSTABLE AIR HANDLER METAL BASE WITH DISPOSABLE INTERNAL FILTER AUX. DRAIN PAN. 1 1/2" DEEP X 1" LARGER THAN UNIT IN LENGHT AND WIDTH. FLOAT SWITCH IN PAN THUMB SCREWS RETURN AIR RUBBER MOUNTS VERTICAL AIR HANDLER APPLY "HARDCAST" SEALER STRIPS TO SPIN -IN FITTING (TYPJ SUPPLY DUCT MANUAL VOLUME DAMPER CLAMP a EACH END OF FLEXIBLE DUCT ATTACH TO STRUCTURE W/BOLTED CONN. 2" FORMED SHEET METAL BAND CLAMP FLEXIBLE DUCT iCEILING GRID =� 1 FL45ER RUN OUT =ET4I w SCALE: N.T.5. 211x3/411 20q e. SUPPORT CHANNELST-OR FAN, ATTACH TO CEILINGSUPPORT GRID. (2 REQUIRED) SEAL AROUND r- EXHAUST CEILING- / EXHAUST GRILLE L SEE DRAWING FOR DUCT SIZE EX4o4US7 FAN DETAIL SCALE: N.T.S (' 4LL CAP IULK ALL AROUND NOTE, ALL HANGING STRAPS SHALL BE A MINIMUM OF 1-1/2 WIDE 20 GA, GALVINIZED STEEL CONSTRUCTION WITH A 6 FT. MAXIMUM SPACING METHODS OF HANGING DUCTS CONTROL DAMPER 45' SHOETAP W/ TRANSITION TO ROUND. INSULATE SCALE: N.T.S. I I I I I I I I I I I I AIRFLOW I I I I I I I I I PROVIDE STEEL SLEEVE AT PENETRATION AND SEAL ENDO WATERTIGHT PROTECT REFRIGERANT LINES UP ALONG WALL WITH LINE COVER AND PAINTED TO MA I CI -I ARCH I I EC I URI= LINE COVER SHALL BE 22 GA. SHEET METAL WEATHERPROOF FASTEN TO WALL WITH 1/84, CONCRETE NAIL WASHER (2)Ys' PLASTIC COATED STEEL CABLE SECURE TO SLAB W/ S.S. TURNBUCKLES. CONDENSING UNIT PER FBCM 301.12 WIND LOAD, I FBCB 1301 . I, 1620, ASCEZ-10 SECURE CONDENSING UNIT TO CONCRETE PAD WITH I' WIDE GALVANIZED SHEETMETAL STRAPS RATED FOR 110+ MPH HURRICANE FORCE WINDS (TYPICAL) FIN. SLAB ELEV. _ 40'-0' ELEV. 1.&V NVGD, PROVIDE 3/4' LAG -BOLT TO TIE DOWN CONDENSING UNIT TO SLAB (TYPICAL OF 4) FIBERGLASS OR STEEL SUPPLY DUCT APPLY SPIN -IN FITTING W/ VOLUME CONTROL DAMPER (INSULATE) CONTROL DAMPER INSULATED FLEXIBLE DUCT RUN (TYPJ STAINLESS STEEL DRAW BAND CONICAL BELLMOUTH, FITTING FITTING, FLEX. MASTER SERIES 4000 MODEL DC-D CONCRETE BLOCK FILL SLEEVE WITH SILIC SEALANT FOAM CTG FR N s KEEP REFRIGERANT LI HIGH AND TIE TO TRUS MEMBERS STEEL U BAR IMBEADE THE CONCRETE. -NFEOPRENE VIBRATION ISOLATORS CONCRETE HOUSEKEEPING PAD CONDENSING UNIT MOUNTING DETAIL NTS 3/4' PVC SCHED 40 CONDENSATE LINE FROM NEW UNIT TO NEAREST :18'DEEP (GRAVEL iAL MIN DRYW DRY WELL DETAIL GALVANIZED EXAUST ROOF CAP W/BACKDRAFT DAMPER SLOPED ROOF CAP. 2x4 WOOD BACKDRAFT WIRE MESH SCREEN INSTALLED _—ROOF SLOPED 4' GALV, METAL DUCT 26 GA. NUTONE. EXH. FAN CEILING J GRILLE SIZE AS PER MFR. SPECS_ RUST FA AIR DETAIL N.T.S. MECHANICAL DETAILS REVISIONS BY CARL G. FORBES ?E�1Ii CK FL I 0 �z w pp �A I 0 1 CE �� i Q �d ro 0—N �s a Wo �g 11 Jill 01 b DRAWN BY: CARL()S VRACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL carlos AIaco20GmoiI.com DATE 1+17 SCALE: 3116' m r-V PROJECT NO'P M-COPMES NEW ELECTRICAL PANEL D GYM 200A M. C. B PANEL 120 / 240v 1N 3W (SURFACE) CKT SERVES CB P KW WIRE-COND. CET SERVES CB P KW WME-CONA 02 BATTING CAGE RECEPT 20 1 1.5 # 12 01 BATTING CAGE LIGHTS 15 1 .8 # 14 04 BATTING CAGE RECEPT 20 1 1.5 # 12 03 BATTING CAGE LIGHTS 15 1 .8 # 14 06 BATTING CAGE RECEPT 20 1 1.5 # 12 05 BATTING CAGE LIGHTS 15 1 .8 # 14 08 AC COMPRESSOR 7 45 2 -- # 8 07 AE111 #7 60 1 10.0 # 6 10 (NON -CONCURRENT) 09 12 AHU #6 60 1 10.0 # 6 11 AC COMPRESSOR 8 45 2 -- # 8 14 13 (NON -CONCURRENT) 16 EXTERIOR RECEPTACLES 20 1 1.5 # 12 15 KITCHEN GFCI 20 1 1.5 # 12 18 REFRIGERATOR 20 1 1.0 # 12 17 KITCHEN GFCI 20 1 1.5 # 12 20 WATER BEATER #1 20 1 1.5 # 12 19 EICHEN/HALLWAY LIGHTS 15 1 .8 # 14 22 ICE MACHINCE 20 1 2.0 # 12 21 GYM LIGHTS 15 1 .8 # 14 24 23 GYM LIGHTS 15 1 1 .8 1 # 14 26 BATHROOM GFCI 20 1 1.5 # 12 25 BATHROOM LIGHTS 15 1 .8 # 14 Z8 HOT TUB 20 1 2.0 # 12 27 BATHROOM LIGHTS 15 1 .8 # 14 30 29 TUB ROOM LIGHTS 15 1 .8 # 14 32 GYM RECEPTACLES 20 1 1.5 # 12 31 GARAGE CARPORT 60 2 12.2 3 #6 - 1 #IOG 34 GYM RECEPTACLES 20 1 1.5 # 12 33 SUB PANEL °I" 36 GYM RECEPTACLES 20 1 1.5 # 12 35 -- -- 36 SPARE -- -- 37 SPARE -- -- 40 SPARE -- -- 39 SPARE -- -- 42 SPARE -- -- 41 SPARE -- -- 28.5 32.4 CALCULATIONS TOTAL CONRSCPBd LOAD 00.90 KW FWT 10 KW • IN% 10 RR a/c 20 0 65X 13 KM RMST 18.7 0 40% 15.16 KB TOTAL DKMAND U'AD 30•46 %If 38.16 X 1000 30,160 = 159 AM 240 ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CLG. MOUNTED LIGHT SECURITY SPOT LIGHTS r97WALL MOUNTED LIGHT TELEPHONE JACK SWITCH [}v TELEVISION / INTERNET $3 SWITCH 3 WAY SMOKE DETECTOR RECEPTACLE CARBON MONOXIDE DETECTOR ' GROUND FAULT INDIC EXHAUST FAN UNDER COUNTER LIGHT LED HI -HAT CAMERA ® LED HI -HAT (MINI) er 220 VOLT RECEPTACLE ELECTRICAL METER Q ELECTRICAL PANEL DISCONNECT ® SPECIAL RECEPTACLE . PENDANT LIGHT Kl 1 J50610 All FITTIj411! 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. 8. 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 210.12 11ALL NEW RECEPTICLES TO BE TAMPER RESISTANT NEC 406.11 TANKLESS GAS WATER HEATER ELECTRICAL PLAN ATER =LL 1RIFICATION IFTENER IOSTER JMP REVISIONS I BY CARL G. FORBES 17 K FL DRAWN BY: CARLOS VRACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL corlosvilaca2OGmall.com DATE 3-1-1% SCALE: P-o" ROJECT NUMFIS- CESPMES TRAP PRIM[ 3" floor GAS TANKLESS WH 3" floor TRAP PRIME TO SETIC 2" VTR JIB 3" VTR SETIC PLUMBING NOTES 1. THE ENGINEER CERTIFIES TO THE BEST OF HIS KNOWLEDGE, ALL WORK DEPICTED IS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, INSTALLATION SHALL COMPLY WITH STANDARDS THEREIN. 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT DESIGN REQUIREMENTS (I.E. VOLTAGE, WATER, DRAINS, GAS CONNECTIONS, ETC,) WHEN REQUIRED FOR THE CORRECT/APPROVED OPERATION, THE EQUIPMENT SHALL BE FURNISHED WITH ALL NECCESARY ACCESSORIES WETHER CONSIDERED OPTIONAL OR STANDARD BY THE MANUFACTURER EQUIPMENT SHALL NOT BE ORDERED BASED ON MANUFACTURERS' MODEL NUMBERS. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS AND WITH FACTORY WARRANTY, PRODUCTS SHALL BEAR RESPECTIVE A.S.T.M. STANDARD LABELS AND INSTALLED AS PER LISTING UNDER SUCH. 4. INSTALL SANITARY LINES AS TO DRAIN WITH SLOPES OF NOT LESS THAN 1/8' PER FOOT FOR 3" SND ABOVE AND 1/4' PER FOOT FOR 2'. 5. INSTALL PIPING AND EQUIPMENT ALLOWING ADECUATE ACCES FOR SERVICE TO VALVES AND EQUIPMENT OF OTHER TRADES, PROVIDE U.L LISTED ACCESS PANELS IN WALLS AND CEILING WHERE ACCESS IS REQUIRED. 6. INSTALL CLEAN —OUTS AS INDICATED ON DRAWINGS AND AT EVERY 75 FEET, BASES OF STACKS AND CHANGE OF DIRECTION. 7. SANITARY, VENT AND RAIN WATER LEADER PIPING SHALL BE SCHEDULE 40 PVC SOIL PIPE WITH DRAINAGE TYPE FITTING, SOLVENT WELDED. PRIME FITTINGS AND PIPE ENDS PRIOR TO WELDING, EXCEPTION: IN AIR CONDITIONING PLENUMS, i.e. MECHANICAL ROOMS, CAST IRON PIPING SHALL BE USED. B. DOMESTIC WATER PIPE SHALL BE TYPE L ABOVE GROUND AND TYPE K BELOW GROUND. SOLDER FITTINGS USING LEAD—FREE SOLDER, AVOID JOINTS BELOW SLABS OR INSIDE WALLS WHENEVER POSSIBLE. 9. PROVIDE EXPANSION AIR CHAMBERS OF 20 PIPE DIAMETERS BUT NOT LESS THAN 12". INSTALL AT EACH FIXTURE, GROUP OF FIXTURES, RISERS AND END OF SUPPLY LINES. 10. ISOLATE COPPER PIPING FROM DISSIMILAR METAL, MASONRY OR CONCRETE WITH FOAM PLASTIC, FIRE RETARDANT INSULATION OR SIMILAR METHODS APPROVED BY LOCAL JURISDICTION. If. PROVIDE PIPE SLEEVES FOR ALL CEILING, FLOORS OR WALL PENETRATIONS PACK WITH FIRE RETARDANT CAULKING IN CONFORMANCE TO U.L SPECIFICATIONS. 12. PLUMBING FIXTURES SHALL BE FIRST GRADE VITROUS CHINA CONFORMING TO ANSI STANDARDS, FURNISH TRAPS, VALVES AND ALL TRIM, COMPLY WITH ALL CODES AND ORDINANCES. A,ERICAN STANDARD OR EQUAL, NOTE: PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS TO COMPLY WITH REFERENCED STANDARD AS PER FBC TABLE P2701.1. WATER & SANITARY PIPING MATERIAL MATERIAL NOTE: WATER SERVICE PIPING CHLORINATED POLYVINYL CHLORIDE CPVC PER F.0 2010 TABLE 605.3 WATER DISTRIBUTION PIPING COPPER PER F C 2010 TABLE 605.4 SANITARY & VENT PIPES POLYVINYL CHLORIDE (PVC) PER FTC 2010 TABLE 702.1 TABLE 702.2, TABLE 702.3, TABLE 702.4 SHOWER 3 LAN Nis TILE REC IXIl REVISIONS BY CERAMIC TILE BOND COAT REINFORCED WALL MORTAR BED SOLID BACKING 0 CERAMIC TILE INTEGRATED DRAIN BONDED FLANGE n e 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.LLJ tile in bath and shower should be brought up to the levels shown 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 APPLIED OVER ALL SURFACES THAT HAVE BEEN FINISHED 1WTH 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 MANUFACTURER'S 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). (see figure) (a) TUBS 1WTHOUT 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 HEIGHT NOT LESS THAN AS SPECIFED FOR THE WALL (e) SURFAHEIGHTCING FORMATERIAL A DISTANCE SHALL OF NOTALESSETAN0THE FULL 4 IN. ( 00 SPECIFIED m) ED NTS BEYOND AN OUTSIDE CORNER ARE EXCLUDED. CARL G. DRAWN BY: CARLOS VIIACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL- carlosvilaca2®Gmail.com DATE �}�1 �f Tl�l/ SCALE: 3/1� = P-0" ROJECT NOTORiS-CESPEDFS 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 6 1/16" x 2' 0" A13 A -A SECTION APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 6 1/16" BOTTOM 2x4 MIN. / TOP = 2x4 MIN. 12 4 �r ig VERIFY AL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION GIRPER,101CATIONS, CLG HGT.s, COFFER CLG. LOCATIONS END DE IL'- PITCH, FASCIA, O.H. & CANT SOME DOWN RAMING REQ. BY BLDR. DROP CLG.,. EILING CHANGE & COFFER CLG. AREAS ir TRUSS END DETAIL Hatch Legend 13'-V' 'a cc l [ � 12'_0„ ELEV. BEARING WALL TOP@16'-0" A27 6 1/16" 3 J3 J3 0< < LU 0 I " 5 5 J5 G1 1' 1 1/2" (2) 2x8 LEDGER BOT� CD AG2 1 0 @ 0 �' A15 (V �� 0 0 % N N 4 0 G 0 A17 5 o P 0 At CV 0 0 A19 (V 7 0 0A20 (V - 0 G 0 A21 tV 9 0 A22 <V fV 10 3 11 A (, 4 - 2 o - o .A25 GG iV w 3 O - O A26 cV iV 13 0 0 A 7 N N 13 0 0 7 (V 13 0 0 7 / N <V 3 A 7 A A 0 13 o o A 7 00 (V N 13 0 C, 0 7 3 0 G o N 13 Nr` c 1' " A27 13 � 0 7 o � - cV 13 0 0 6 cV 12 A25 0 0 (V 11 0 A24 0 N N 10 O 0 _ 3 cV 2 0 0 N04 291011 2 it 8" 01 0 0 Al 0 0 0 N fV 5 G� � o Al fV V 4 `� - o Al r`nj 0 (V (V 0 (2) 2x8 0 Al N LEDGER BOT N 1 AAJJ Al 1' 1 112" G1 AG2 �) 0 �� 0 5 51- J w 3 =74L J 0 55' 4" 25' 8" 5 OP DRAWING REVIEW Hil Ey o f S TAF,EN (A - T O,S NOTED ( ) ,E,: ,ESUSMir ( ) v'F �!-I IDiTEvi ( ) r Hlly, I L..IY P'` WITH THE , v1A'I r V "NTS. CON- i)R n_;.- , 'N- i 0 9E CO •itA) AN L ?ciF.i F I^� S r \rGRP:1ATION F F^�:RTA1t c S.:LELT 11+4r FA.3R r{ \ SES OR TO L.:-iNIOULS =.-r CGNSTRU016N; AND FCR ZCORDIINATION OF THE WORK OF ALL TRADES, F!L pARCHITECTUP,E, I C. DATE _ V#ia BY 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: II 1.00 BCDL 10 5 Duration Factor: Roof 1.25 / Floor 1.00 BCLL 0 0 Building Exposure: '"G" 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 """"' r""""CI{ CONN. ROOF FLOOR UPLIFT GIRDER TRUSS A THD26 2x6 3060 26" 2265 18-16d 1240d 1 112" a THD28 2x8 4485 4115 2330 28-16d 16-10d 1 112" C THD26-2 2x6 3355 2170 2340 18-16d 12-10d D THDH26-2 2x6 5245 4376 2340 20-16d 3-16d E THDH26.3 2x6 5245 4376 2340 20-16d 8-16d F THD28-2 2x8 5006 4310 2595 28-i6tl i6-i Od G THDH28-2 2x8 8025 ]380 3330 36-i6tl 10i6d H THDH283 2x8 7835 7595 4370 36A6d 12-16d I THD46 2x6 3175 25" 2285 16.16d 12-10d J HJC26 2X6 3490 2135 16-16d SAW K SKHH46UR 2x6 Me 1680 1345 12-16d 6.16d L SKHH26LIR 2x6 1890 1510 2190 18-16d 12-14ds112 M SK11261_41R-2 2x6 2100 1680 895 12-16d 4-16dx2.1/2 N _ .. 0 GTWS2T 2x8 109N 8720 8435 22 - WS3 16 - WS3 P GTWS3T 2.8 12470 11100 12490 28 - WS3 24 - WS3 0 GTWS4T 2x8 12470 11100 12490 28 - WS3 24 - WS3 R MSTAMMTWA120, Connection t545 51/4"T con 9-0Otl OR EQUAL. by bid, - aP 8 Connection T RT16A OR EQUAL by b1dr. 1380 8-10d 9-10dxi-112" Connection x EQUAL by Connection _ 2760 16-10d 18.10dxi-112" ECIUAL by bldr. - Y Z CONNECTOR BY SLDR "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 RESPONSIBILITY 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 designer, 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 dominoing 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 productTrusses remain our property until paid for in. full. Truss layouts and engineering may not be reproduced in part or in full under any circumstances. SHOP DRAWING APPROVAL THIS PLACEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUSS ENGINEERING OR FABRICATION. 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 Dole NOTE: Horizontal and Vertical Truss reactions and uplift calculations are provided by CUSTOM TRUSS LLC., 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 (954) 682-6651 Date: Revisions CUSTOM TRUSS 1890 W. ATLANTIC AVE. DELRAY BEACH, FL 33444 PH: (954) 786-8800 FAX: (954) 786-8804 Solty Plumbing Job Name: uokN 4 Cespedes FitireyC+�rX1 Job Address: 004fT C24 Ca nal NiR60P OqD/ Subdivision: Lot: Block: City: ST: ZIP: Fort Pierce Drawn By: SCAF e e B Gurda 3/16"=1' /7 Job Number: #170464