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Home My WebLink AboutBUILDING PLANS1, GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE. ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WiLL BE RETAINED BY OWNER TO VERIFY SOiL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9, NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW, 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3. FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3,3, REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES". 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f'm = 1900 PSI AT 28 DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. REINFORCE WALLS WITH TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS, EXTEND INTO COLUMNS. 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF i/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WiRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4.9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES PART 3 - EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99), 5,2. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 3000 PSI SLABS ON GRADE 3000 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. y 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION. 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN. 5.9. LENGTH OF LAP -SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5.10. AT CHANGES:INWDIRECTION OF_4;E BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.11. PROVIDE 1 #;ix 5'-0" BAR AT RF-ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS. 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3" O.C. EACH SIDE OF ---Or,, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0- 0 12 IN TOP OF SLAB, OTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD NG 34 LOTS' 373635& 34 STRUCTURAL GENERAL NOTES 6. PREFABRICATED WOOD TRUSSES 6.1, WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PER11NANT DESIGN CRITERIA REQUIRED BY THE 2002 FLORIDA BUILDING CODE: WiND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY, 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7.1. W0 D WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE, LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS, STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.3. WALL SHEATHING SHALL BE 1/2" PLYWOOD PANELS, STRUCTURAL 1, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 10d NAILS AT 4" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.4. PLYWOOD SHALL BE EXTERIOR TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83, 7.5. PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE, THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: PLATES CONSTRUCTIONGRADE JOISTS & RAFTERS: 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS: 2 X 4 THICK NO. 2 6 X OR LARGER NO i POST & MULLIONS: 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLANEOUS LU.MBFR BLOCKING, FURRING, ETC. NO. 3 7.10, ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX, MOISTURE CONTENT OF 19X 7.11, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED, 7.12. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, 7,13. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER, 7.14. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. 7,15. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 7.16. CROSS BRIDGING SHALL BE PROVIDED AT 10'-0" O.C. MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN SR" IN DEPTH. USE 2X3 OR AN APPROVED METAL TYPE BRIDGING, 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS -JOIST MACMILLEN OR ACCEPTED SUBSTITUTE. USE TREATED WOOD AT EXTERIOR CONDITIONS. STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES. E= 2,000,000 PSI G= 125,000 PSI Fb= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv- 290 PSI Crp= 1.85 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENINGS". 7,19, NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL PRIOR TO THE MODIFICATION OF THE MEMBER. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS, JOISTS OR RAFTERS TO SIDES OF STUDS-8" DEPTH OR LESS---3-i6d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS _4-16d JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE__-3-8d STUDS TO BEARING- TOE NAILS EACH SIDE--- -2 -8d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END---2-10d TO JOISTS OR RAFTERS BEARINGS -TOE NAILS EACH SIDE____--2-10d BLOCKING BETWEEN STUDS EACH END -TOE NAILS--_—_2-10d END NAILS — 9-i6d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER _____ _ 2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") _16d ® 24" O.C. RIBBON TO STUDS i" x RIBBON _ _ —2-8d 2" x RIBBON DOUBLE TOP PLATES LOWER PLATE TO TOP OF 0 16" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE___-6-i6d UPPER TO LOWER PLATE AT INTERSECTIONS_---___...__--3-16d JOIST TO BRG., TO NAIL---� _.� _-_.__— —2-16d BRIDGING TO JOIST, TOE NAIL EACH END — ^2-16d STUD TO SOLE PLATE, TOE NAIL—___ ______.___..__2-16d DOUBLE STUDS, FACE NAIL — ______16d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL----- i6d D i6" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL JOIST, LAP OVER PARTITIONS, FACE NAIL. - — 3-16d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL___,___.__—_2-8d 8. MISCELLANEQQS 8.1. EXPANSION ANCHORS SHALL BE HiLTI "KWIK-BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL iN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, SHT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-IJ MODEL 'E" FOUNDATION PLAN A42 MODEL 'D' FOUNDATION PLAN A-13 MODEL 'C" FOUNDATION PLAN A-1.4 MODEL 'A' FOUNDATION PLAN A-2 FLOOR PLAN A-2.1 MODEL 'E' FLOOR PLAN A-22 MODEL 'D' FLOOR PLAN A-23 MODEL 'C' FLOOR PLAN A-24 MODEL 'A' FLOOR PLAN A-3 EXTERIOR ELEVATIONS -3 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4J MODEL 'E' TRUSS PLAN A-42 MODEL 'D' TRUSS PLAN A-43 MODEL 'C' TRUSS PLAN A-4A MODEL 'A' TRUSS PLAN A-9 DETAILS AND SECTIONS A-16 DETAILS AND SECTIONS A''T DETAILS AND SECTIONS E-I ELECTRICAL PLAN E-U MODEL 'E' ELECTRICAL PLAN E.12 MODEL 'D' ELECTRICAL PLAN E-L3 MODEL 'C' ELECTRICAL PLAN E-i4 MODEL 'A' ELECTRICAL PLAN ST, LUCIE COU:,TY FIRE DISTRICT REVIEWED FOR coNULL'NCE SUBJECT TO FIELD LSpE g 10NS ET SEE ATTACHED fl REVIEWED BY-. 1 DATE: ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANC REVIEWED DATE NS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SCANNED BY St. Lucie County , 0 Q N -e O J O] M Min � Q N no W h O F O 7 tw fn Zq ? V Oo_4- O N M www.MAssociates.com •1 _ _ 1 R. aUINN-VJRNrFb' - Drowing Not Valld Unless Signed, Sealed & Doted By Registered Professional J V4LA. �$ 1 K: Xpp� V� OU i C� KOLTER SIGNATURE HOMES 2.160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468,4603 NO. REVISIONS DATE 1.11LDINCx 34 t'_ un 3i I L.o r 3& I-" i.OT Be I Lar 34 CLU551DE r-OMMUNITY I C 1 ISSUE DATE: 05/15/03 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E E SHEET N0. AlIll FL(:�:) (�D FR SC,v,LE: LEFT F7:1 1_ 4 N 1/4 " = P - �" e (SENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA56 5I4ALL BE PER ENERGY GALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. F,. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE E0" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS 5HALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 60OWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 5FI5.C, 1932 EDITION 12, EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 6QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR ARIEA CALCULATION LIVING AREA A/C 1530 SQ. FT. GARAGE 230 5Q. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 5Q. FT, TOTAL UNI;'ER ROOF 11305 5Q. FT. KSY NOTE& P001 CLO5ET !9/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO CUT511DE P003 VENTIL,!'ED VINYL WIRE SHELF P004 RAI INSi1LATION BETWEEN GARAGE AND A/C POO5 60 6Q,04. BLIC VENT W/ 5CREEN d FLR LEVEL P006 42" KNEE WALL P001 PLANT LiHELF ABOVE P005 1,-&" WaLL P009 MIRROk:ED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 5HELVE5 P012 22" X 36" ATTIC ACCESS W/ LIGHT < SWITCH P013 1 1/2" X 5" WD. RAILING 4 2" PICKET a 5" OC. P014 GL515LK (1 HRFIRE RATED WHERE RE=IREPI F015 HEADER ABOVE Pml6 60 SQ.IN. VENT f GARAGE DOOR a FLR.LEVEL P011 CABINET ABOVE P01B e' CEILING POIO TEMPER 6LA55 P-001 RECE55 MEDICINE GABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN 5005 RECE55 5HOWER W/ CER. TILE WALL 13006 KNEE SPACE Equipment Schedule. Unit # SEEK/p•os HSFF,7 Mako lLewo opc Tons 3 /z Cond. Unit Mod•#1�/�Pc4 " A/H Unit Mod.#��29M- �1<� Hw4r Mod(#-eeCC,2 Total Cooling BTU's O U 5mlblc Coolin D 3 Latent Cooling,— /�... I 4" 32 aU � 56 •. 6' 90 7" 135 r 190 I ' 9" 260 10" 340 1V 560 14" 935 16" 1400 FLC:� (:�DfR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. RIGHT F='L4N SCALE: 1/-4 1 - G2" PERMIT/CONSTR.UICTION nRA ING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: gdr a r I� ppl�yy LLJ ci > �Y iYil L I LIA 1✓ LAW �� N I w IAN":. Y O� —1 m 1 r gate I w _a P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE 10003 VENTILATED VINYL WIRE SHELF F004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK VENT W/ SCREEN o FLR. LEVEL P006 42" M-ME WALL P001 PLANT SHELF ABOVE POO& 1'-6" WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X S" WD. RAILING 4 2" PICKET A 5" O.C. P014 GLSOLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT ® GARAGE DOOR a FLRLEVEL P011 CABINET ABOVE P018 S' CEILING P019 TEMPER. GLASS 8001 RECESS MEDICINE CABINET B002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ CER TILE WALL B006 104EE SPACE B001 BAW3 OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C'COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL_ E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E00S AIR HANDLER UNIT 5001 BRIG WALL WD. STUDS w 12" O.C. 6002 BR4'G WALL WD. STUDS ® 16" O.C. GENERAL NOTES I. ALL WINDOWS ANP SLIDING DOOR GLASS SHALL BE PER ENERCxY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL, 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING: CODE. 1. HVAC CONTRACTOR TO PROVIDE'. ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FI>MRE OUTLETS TO BE SD" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SWOWERdEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. ISS2 EDITION 12. EGRESS WINDOUB SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR LIVING AREA A/C 1641 60, FT. I ST FLOOR IOS3 so. FT. 2 ND FLOOR 154 60., FT, GARAGE 254 SO_ FT. COVERED ENTRY G+I so. FT. COVERED PATIO S(e) SO, FT. TOTAL AREA 22F^2 9< . PT 2 NrD FLL®f;R i=>L,4N 3C,4LE= 1/-4 " - I' — e:P" 1 eT FL®fR E00% R0- 5,X 63" 2-25SH EGFMSS W4 V "-C:R• THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. f=�L AN 1/-4 " m 1, - 05" P001 CLOSET W/ VINYL VENTILATED WIRE SHELF POW DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL. WIRE SHELF P004 R-11 INSULATION BETWEEN 13AR4GE AND A/C POOS 120 SQIN. BLK. VENT W/ SCREEN o FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6" WALL POOS MIRRORED Polo PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT t SWITCH P013 1 1/2" X S" WD. RAILING i 2" PICKET B 5" O.C. P014 GLS.BLK CI HRFIRE RATED WHERE RE(2UIRED) P015 HEADER ABOVE P0I& 120 SQJN, VENT 6 GARAGE DOOR ® FLRLEVEL P011 CABINET ABOVE P018 8' CEILING POTS TEMPER. GLASS 5001 RECESS MEDICINE CABINET BOW MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K0M RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISWWASWER E001 ELECTRICAL PALL. E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIX. PLR LEVEL E005 POOL PUMP/EQUIFTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT $001 BRN'G WALL WD. STUDS a 12" O.C. $002 BRl'G WALL WD. STUDS a 16" O.C. -- IILIIII�� I I 1 MINE /J -=mm - YC IN PAN. 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE - PER ENEaY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL. FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BISAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AP.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SWS COMPLY WITH TABLE 46-R2 OF S.FS.C. I°332 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5."t SMPT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR LIVING AREA Alr, Ir003 ISTFLOOR 1000- r 2 ND wO.,< <5 GARAGE0 COVERIEDENTRY 30 SQ. . TOTAL AREA 2195 SQ. FT. 114 " ® 1' - ;E>ii M .maC,-a.LfE: • THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1/4 1' aMNERAI_ NOTES f ISSUE DATE: I AUGUST 11,1998 32'-0" Fowl-MIRIP SG.4L E: RIGHT FLAN L ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 5Q.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUT5IDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE II-IPERvIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAG CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER GUILDER SPECIFICATIONS. 9. PROVIDE RECEPTAGAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V Wi BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, 51401JlERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 5F.EC. 1992 EDITION 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL GE NOT MORE THAN 44" OFF THE FLOOR. AR5A CALCULATION LIVING AREA A/C 1455 5Q. FT. GARAGE 316 SQ. FT. COVERED ENTRY 9 50. FT. COVERED PATIO 91 5Q. FT. TOTAL UNDER ROOF 1864 SQ. FT. rzY N0TNa P301 CLOSET W/ VINYL VENTILATED WIRE 51-IELF P002 DRYER uENT (SNOOD TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK VENT W/ SCREEN 0 FLR LEVEL. F'006 42" KNEE WALL PLANT 54IELF ABOVE F �,08 l'-6" WALL P009 MIRRORED Polo PANTRY W/ 5 SHELVES 11011 LINEN UP 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT / SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET a 5" OC. !-1014 GL55LK (I HRFIRE RATED WHERE REQUIRED) P015 IIEADER ABOVE, P016 60 SQ.IN. VENT a GARAGE DOOR,o FLRLEVEL P011 CABINET ABOVE P018 W CEILING P019 TEMPER GLASS 5001 RECE55 MEDICINE CABINET 13002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOUTER W/ CER. TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW 1<001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003. REFRIGERATOR4� • M a Equipment Schedule Unit # .� 5EE 4•vS H5I'F Make l ew,yoP( Tons 2 Cond. Unit Mod.# "- NH Unit MOO Heater Mod, C4;;04--04fC8 Total Co ' g Ws O O ben ' eCooling 30, 4 36 nt Cooling—w�L�r-. I: 1, h•�1�! Id`.-1' Irv. 1 (', 4 J, • 32 CnA 56 90 135 190 In 260 100 340 Lr 560 14" 835 16" 1400 n SC 4L_E=: 32'-0" 2'-&" II'_4" 8" L PROPOSED !'PORK NY CORRECTIONS INSPECTORS THAT I IN ORDER TO APPUCA9LE CODES. ` p DR, AWING hERM1T/(",'0N TIR"Ll TION I REVISIONS DATE: „A ,, JOB NO: [T co C! Cj O J L!"?rtmA +n Il7.VA ! f- V'fK'1 � lf�911 _tr� t "4"0 qrs 0 0 J w z z z C� ERG. U-SLCCK PRECAST CONC LINTEL ® T, S T44%I ERG. DOUBLE U-BLCY.K PRECAST FILLED CONC.LINTEL GENT TYPES S'4' A DOURILF U-@LOCK PRECAST FILLED CL LINTEL REAM TT'PE6 BEAMS SCHEDULE NO bli TOP HID BOT FtEt4,aWS LMrTI'I LOAD wL ° F AD T$I w x w I •3 1 • b U- ✓RF TYP. WALL SECTION I •5 m V,-4• 1'-6' 19P�¢+° 1990• 298T° ® W X W' I• 6 1 •6 UTCP .ft L TEL eoTc 6'-6' 80®° L°'+65• 3260° ® a• x W' 1-5 1 • S U..Lom TOP eol+c.LO Earl. 1'-6° IStl9° 1950° Mal. ® S' x W 1 •6 1 •6 u... C TOP Ca4C. LIN1EL EOTT. 4'-6' 1909' 1860° 48151 1500° cor4c.LINTEL Eon 6'-6' 1965• 3260• S' x w I • S I •5 u•a aex rm aoNo. LIMEL 12On. Il'-4' 9D0° 381° silo j W x W' I.6 • S u,pLxx ra° CaG.4NTEL poTT. 10'-6' 504r 11220 2114• OQG.E U-!LOCK 8 &X36. 1•11 1•6 I.9 CCNG'd'K'MID Car. LINTEL Son. 6' -6' 98a° N,l65' 3260• O 0' X 40' I • S I •9 I • S a ca°,aucni� Ga4C. LINTEL OOTT. 1'-6' IB00° 1550• 2681• oolmLe u-xoCK 6' X 86 t • S t • 6 I •6 ca4c. LINTEL purr. 11'•4' i1E+sa' NR 180¢7• 16 V•R•OG 1. LINTELS TO 6E CAST-CRETE 14444-6TR2E GTW RRECAST 4 PRE -STRESSED U LINTELS COLUMN SCHEDULE O S• AELK. FILLER CELL 1112 • b 9 OAK T TIED TO iIED BEAM AND FOOTMCs Oe' X R' CON-. COL.W4 ° B VERY. AND•3 TIED a R° OG. O3 V2' X 3 W X V4- STL COL.. ® F 4• X 4' X V4' STL. COL, O W X W X W CONC. COL. W W6 VERT. AND• 3 TIES• R' O.O. © e' X W' Ga4C, COL. W/ N B VERY. AND 3 TIED a R• OC, O A' X 12- X R' CGNG.RT. R AND • 3 TIER • ' O.C,G. W 6° B `2 ® X R' CORD ELK. FILLED CELL ITV 2 °TEAR TIED TO TIED BEAM AND W FOOTRI'i O ❑ ❑ W X W ° CONC. ELK. TIED CELL Wl I • 6 EAR TIED BF-.4M AND SYa FOOT • 4'-O' OZ. TIED G MAX. 1 O e' W' CONS ELK KILLED CELL S 2 • 6 EAR TIED TO TIED SEAM AND 2 FOOTSIG FO�OTITIN}1'G SCHEDULE W 2 •6,C40W. RED ROW CONS. RU (p) k e• TNIGaiNE � EDRE CGY.r&iE W x 1W I • S l Fr O E6' X 36' k 12' CONCRETE PAD OLr Y 8 EACH WAY O1 1 W X a° CONCRETE FTC. 0 1- 6 CONY. W x CED EDGE CRIC. F46. W 3 • 5 . THICMGFIE c , v 12' X 20' OGNC. FTC.. WV 3 • 6 CONT, AND 10 9 TRANSVERSE a 48' OZ. © W X 24' CONC. FTd, Wf 2 • S 0". W' MK BELOW GRADE O42- X 42' CCNC. FTC. W4 -6 EACH WAY 2x WOD STUO BEAItlN1 WALL • W' 0G 2®' OBEARING WALL FTG. @ GAR, DROP DETAIL TOP CR d'1. , S'-4'— 4� II 11 II �� 2 ND t`LOOF2 i=R,4t-1IN<3p FLAN NG6L®, 1,®•.n-�. 15'-0• 17-e• 1]'-0' 1Y-U' 1Y-0• T]'$ 134° 10•-0' r Ii• fY-A' I-0' 2'-S 7-10' T-S 3'-3' S'-S 58• r 4 2'-Y 9'-5' 2'-R' 1-4' {_t' 7-10' 4'-I' f-t 41 3 n1 d T 1 I -0 Y 4' Ip —I ! I ,F• I L 4 �1 2," 64 FT 221 Y-' V_Y 3'-1' Y- 5-Y 4'-2- C i LLITN Rppe 1'p6N MiGR4L CR �30• _ roi'IaLn'noro�ie oE•mWiiY . TESTA WRIT YA j p.tl0.p PL�Wi 4 " MIL vAroRDAReAR. 0 b' MM/ ro OF ROAD baL IIEWNz C mrrr"T"BTrb10TgE AN' R E,EVATICN TG TOPOWJN O. WAD k4 m ARI I A' I I •; ) N » \ r,-0° I ! I I g1 Ih f A C 1 _A.,_ �. .� ft I6 aeLeo oCFm s IM06 T�ccmp TOo M sl % T6 lU , �., J MT@CTI� CRdIN Q , TO be 2s ropen I 'i' - . 2, / ' �K� I b I — ^ — �• A — -� : W I°MpER�I•tN1A"24r�iTM� RE6rold'!D UrIH b' X b' X oL6o• ! 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LUCIE, FL 34986 OFFICE: 772, 466.4703 FAX: 772, 468. 4603 N0. REVISIONS DATE I BUILDING 34 LOT 31 1 LOT 36 1 LOT 39 1 LOT 34 CLU551DE COMMUNITY ISSUE DATE: 05/15/03 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0 Awl a 01 5 COLUMN SCHEDULE O • S' X 16' GONG. BLIC FILLED CELL W/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. /� ( '/ ) • • • S' X 12' CONC. COL- W/ 4 * 5 VERT, AND * 3 TIED m 12' O.C, u3 1/2' X 3 1/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL, S' X 0 X E 12' G COL, W/ 6* 5 VERT, * AND 3 TIES 0 12" O.C. • 8° X 16' CONC, COL. W/ 4* 5 VERT. AND TIED a 12' O.C. 7 • 8' X 12' X 12' CONC, COL. W/ 6* 5 VERT. AND 0 3 TIES * 12'O.C._ 5' X 12' CONC. BLK.. FILLED CELL W/ 2 * 1 BAR TIED TO TIED BEAM AND FOOTING. ® � BLK. TIED CELL 8' X*16' AR TIED W/ t 5 BAR TIEp TO TIED BEAM AND FOOTING * 4'-0' O.C. MAX. 1 O o o FILLED CELL S' CONC. TIED W2 5 / 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE 16' XIS' THICKENED EDGE GONG, FTG. W/ 2 * 5 CONT: 8' THICKENED EDGE CONCRETE FTG.. W/ I * 5 GONT. 36" X 36' X 12' CONCRETE FADW/ 4* 5 EACH WAY (rn 8' X S' CONCRETE FTG. W/ 1 * 5 CONT. /r \ 16" X 20` THICK@NEp EDGE CONC. FTC. 12' X 20" CONC. FTC. W/ 3 * 5 CONT, AND I * 5 TRANSVERSE ®48' O.C. rj 1X N. GONG. FTC. W/ 2 " 5 CONT. 166 ' MIN. BELOW GRADE �1\ � 42' X 42' CONC, FTC, W/ 4 * 5 EACH. WAY 2X WOOD UD BEARING WALL 0 16' O.C. �r o • o 20' 10 BEARING WALL FTG. Q GAR. DROP DETAIL 30 CONNECT TO EXIST. 5EU1ER LATERAL PLU115INrs FRI&ER UNIT IS' v_-r'7I lhl r-7 -e�.i I e-**)N 1 L THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. J 0 Li 0 pg a O m ZZ Cy tom+ cS-i CY J O u 0 t O cp C� N vnzw`� - '" af G x pia Z a' r Q 1 LL. M JUN 0F.4 2001 R. QUINN iURdER Drawing Not Wild Unless Signed, Sealed & Dated By Registered Professional av az-x. I aMnEmm m =W&M Lu KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772. 468.4603 NO. REVISIONS DATE BUILDING 34 LOT 36 [LOT 3D I LOT 34 CLUBSIDE COMMUNITY JOB N0. ISSUE DATE: 05/15/03 DRAWN BY: RNF C 11 E C K E D B Y: OT S H E E T TI T L E FOUNDATION PLAN S H E E T N C. A I 5 u COLUMN! SCHEDULE O ° S' X 16' CONC. 51-K. FILLED CELL W/ 2 " 5 BAR TIED TO TIED SEAM AND FOOTING. O , 8' X 12' CONC. COL. W/ 4 " 5 VERT. AND " 3 TIED a 12' O.C. Ou 3 1/2' X 3 1/2' X 1/4' STL. COL, O1 4' X 4' X 1/4' STL. COL. ,. 8' X 12' X 12' CONC. COL. W/ 6" 5 VERT. AND " 3 TIES w I2' O.C. © s 6' X 16' CONC. COL, W/ 4" 5 VERT. AND 3 TIED ® 12" O.C. 8' x 0 x c COL. w/ 6" 5 VERr. " AND 3 71E 121S o 12' O.C. 6' X 12' CONC. SLK. FILLED CELL WI 2 " 7 BAR TIED TO TIED SEAM AND FOOTING. J-\ ❑ 8' X16' CONIC, ELK. FILLED CELL W/ 1 5 BAR TIED TO TIED SEAM AND " FOOTING w 4'-0" O.C, MAX. 1 0 a o 8' X 16' CONIC. FILLED CELL W/ 2 " 5 BAR TIEDTO TIED SEAM AND FOOTING. FOOTING SCHEDULE O XIS' THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. W1 Q1 X 8' THICKENED EDGE CONCRETE F FTG. W/ I * 5 CONT. I�I u 36" x 36' X 12° CONCRETE PAD W/ 4" 5 EACH WAY OS' X S' CONCRETE FTG. W/ 1 " 5 CONT. X THICKENED EDGE CONIC. FTG. W/ 5 O 12' X 20' CONIC. FTG. W/ 3 " 5 CONT. AND 1* 5 TRANSVERSE * 481 O.G. O 12' X 24 ° CONIC. FTG. W/ 2 " 5 CONT. 16" MIN. BELOW GRADE 42' X 42' LONG. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD 5EARNG WALL 016' OC. 0 0 o e ± py 20— �� (IDBEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID MOT MMARICB LmaN I_�U TLOL G TBI B x Y6' 1.5 1 • S U SEE TT'P• WALL WCTICM Oa' x e' 1.5 aeyr. • a-4• Nw. 1'4' 1500• 1550• 2M1+ O a' X Ib' 1• a I S ' T 14 OP LI 1. aprT C.GTIa. & 6'-b' 000• 1565+ 32b0• O i' x IS` I •5 1 ^ p a• Ul TaP aQL.lx a0'R. 1500• 1550* 2Cel+ ® i' X w' 7 •'e I • S L11M RIM rr, 4'-b' 1500" 1860" 48ri5' ® a' X W 1 •9 1106 Y-BL000 TOI° � LmmL ppyT, b'-b' 1500• 1565+ 32b0• a' x let 1 •5 1.5 , Lpay spry, Il'-4' SO& 361" 911" i a' x W. 1.5 160 U.al.apc taw cans. Lµ m pprr- 0'-b' 500• II220 2114+ pa1ra U•al:oac ® i'X5a' I•i I.5 i+6 .LNIlL WIT. 6'-6` E00• S&P328.0• a' X 4i' I.5 1 ° 5 I • a aara.rnac r� awc. LMm ■prr. 1'-6` 1500° 1550+ 2E010 apuaLi u.a,aac a• x 3b 1-5 1-5 I .5 LaeeraL. aorr. Il'-a° I100+ NR I,S00• m v t I. LINTELLS TO PE CART-CRETE W04-51011104Y=T14 PRECAST ! PRE-STMiiED U LINTELS 41, a BR�x. U-BLOCK PRECAST CONIC LINTEL BEAM T ES ®THR1 BRCz. DOUBLE U-BLOCK PRECAST FILLED CONIC. LINTEL SEAM TYPES +9'4' BEAM TYPES CONNECT TO EXIST. SEWER LATERAL PLUMBIRISER UNIT "p" 52'-4' 261-0" GIRDER H ■ (2) 1I-- TOP OF M. 4 20'-8' I I — — — — — — — — — — — — — — — I--...➢P4099P9o0400 --�H CONC, LINTEL BOTT. 6 8'- I■I BRN'G WALL I■I BELOW I I I L-- II ■ i IN CONC FILLED CRELLLWIT14 ANCHORED H' RED TO M 8 { WEDGE HOLTS AT 12' OC, STAG R TOP BOT. ■ I� WSS960, MIN. EMBD ° 2-3/4" INTO MASONA II f-- ■�_ I L — — — — J 5RN'G WALL I I BELOW I I II I II _Jj Ij I I 2'-10' 2'-5' 4'-5" I — II I II I� i! W I I �i / ■I 1 I I �- II n ■ I I I I GIRDE>� I lid--I-I-- GIRDER iI I I H II i II Li I I II iuooc> TRUSSES 24" C%C. M,cx I SP.AC INC% E5Y TRUSS CCD. I Ll II II II II J II II I - p■ � II 'I II II II II `� jl II TOP OF IBM. + S'-I" 26'-0' D 2 ND FLOC�i� �fi�°,4ir11N� �L_,4N 116' 0" LU —U 13'-0" 13'-0" 2 6'-3" 3 6" I I — I ■ ■ --� _o _ _ ___ _ _ --------" --I I I' E 60 I w t2'-2" 6'-a" 0 2'- M P� u I I { ■ ■ ■� � bo I 1 -6"71 3'-10" 13'-0" I I N I ISLA5 SHALL 5E A MIN. 4' THICK I I IWITH FIBER MESH INTEGRAL OR { / JREINFORCED WITH 6' X rot X { I0/10 WELDED WIRE MESH, CENTERED IN CONCRETE— { DOUBLED 30' BEYOND 5ACK I I I °a in / /� OF FTG. I { o FOOTINGS TO BE PLACED OVER \ WELL COMPACTED CLEAN FILL ( , I I \ TO MIN. 959> PROCTOR DENSITY \l TEST ND WITH VAPOR ISARR. I I o POISON SOIL UNDER SLAB FOR { I TERMITES BEFORE PLACING 4 I, { { , MIL VAPOR 5ARRIER. I I I I D I I FINISHED FLOOR ELEVATION TO { { N { { 5E 18' MINIMUM A50VE TOP r-ROJN Or ROAD. SI I BRING CAPACITY OR THISOIL STRUCTURE { = © = N I I TO 5E 2,500 P.S.F.MINIMUM. i { { " o I I I ALL COLUMNS TO SE I I o EXCEPT WHERE NOTED I I { 5'-4" I I'-2 " I I 15' 00 I I I I I — T I - 2'-4" 12'-8" <-— — iIT I I \ I i v { 0' _ Oil I I { {ELEV. o I �IBOVErTOL OROWN OF ROAD R ELEVATION TO 5E 1$° M IMUMI I , � I I I I 1I— I I I I 104 I I I _cla { cv { El Ell I ___ _-► j I I I i■ _ 104 { I N�- -- I " ",' ■ r i 1 I I I I I ■ � -,T ■ I 41J °-- OI -----I -- — -- _ �!V ■ I Cam..-/ N _ f_ I 2 9'-0" 3'-4" 2'-0" 3'-2" 0 1 THESE PLA S AND Al ARE SU ECT TO A REQUIRE BY FIELD MAY BE NECESS1 COMPLY TH ALL A 26'-0" ��0 .L PROPOSED WORK NY CORRECTIONS INSPECTORS THAT RY IN ORDER TO PPLICABLE CODES. a a o 0 ��a Q N J f ~o In w LIZI q q z J O X z o2< 0 to corn JUN24200 - R. DONN TURNER__ Drawing Not Valid Unless Signed Sealed & Dated By Registered Professional x c,j LU n LL , 0 " z > 9 cn KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATI BUILDINGS 34 MODEL E K r � oN MODEL C I MODEL A LOT 31 LOT 85 I LOT 34 COMMUNITY J 0 B N 0. 75 1 1 S SU E D A TE: 05/15/03 DRAWN BY: RNF CHECKED BY: QT COLUMN SCHEDULE I J • • S" X 16' CONIC. ELK FILLED CELL W1 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. ® • e • • S' X 12' CONC, COL. W/ 4 * 5 VEIN. AND * 3 TIED 8 12' OC. 3 I/2' X 3 1/2` X I/4' STL. COL. I 4' X 4' X 1/4' STL. COL. O " •• 8" X 12' X 12' CONC. COL. W/ 6* 5 VERT. AND * 3 TIES * 12' O.C. (mil J) • • 8' X 16' CONC. COL. W/ 4• 5 VERT. AND * 3 TIED 0 12' O.G. %7 �{ /) S" x 12' X 12' CONC. COL. W/ 6* 5 VERT. AND * 3 TIES 0 12' O.G. (� ) \=/ 8' X 12' GONG. ELK FILLED CELL W/ 2 *1 EAR TIED TO TIED BEAM AND FOOTING. O ❑ S' CONIC, ELK PILLED CELL 1 0 5 W/ 5 BAR TIED TO TIED BEAM AND FOOTING e 4'-0" O.C. MAX. 1 O o 8' X 16' CONC. SLK FILLED CELL W/ 2 * 5 EAR TIED TO TIED 15EAM AND FOOTING. FOOTING SCHEDULE XIS" THICKENED EDGE GONG, FTC. W/ WJ 2 * 5 CONT. THICKENED EDGE CONCRETE FrG. W/1 10 5 CONT. a36" X 36' X 12' CONCRETE PAID UJ/ 4* 9 EACH WAY S" X S' CONCRETE FTC. W/ 1 * 5 CONT. OX THICKENED EDGE GONG. FTC. W/ 5 12' X 20' CONC, FTG. W/ 3 * 5 CONT, AND 1 * 5 TRANSVERSE 8 48' O.C. EI 12' x 24" CONIC, FTC. WJ 2 * 5 CONT. 16° M(N. BELOW GRADE /-� � 42' X 42' CONC. FTG, W/ 4 * 5 EACH WAY 2X WOOD STUD BEARING WALL e r �r • e a s_ L 20" O BEARING WALL ETG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO size! TOP MID MOT REMAW,6 LENGTH ACTUAL LOAD tAoILL LO PILLED LOAD T151 S' X la' 1 " B 1.5 SEE TYR WALL SECTION (Da' 106 U-15401M 1'-6. 15000 1550e 2881* x a° aovr.. a'-W AFF. a" x la° 1 •6 I • a U-aLCK OTOP o151. LINTEL aDTT. 6'-6° 800° 15650 32600 O a° x 16' I• 5 1-5 U.aLCXX TOP CONC: LINTEL eott. 1'•6' 150V 1550e 2881 • ® a'x*1 1•6 I•6 CIOW-LI TOP rc ndTeL aoTT. 4'-6' 1500• 1660* 4815 ® V x 16• 1-5 lob U-15.0m TOP CcsIC. LINTEL Isom 6'-6' - 1500• 1565e 3260e V X M1' t • 9 lob U.d.00K TOP COLIC, LINTEL 64TT. 11'-4' 9000 3810 slip v X 16• job lob U•SLOCK TOP CCNC- LINTEL 15 ". 101-6' 500* 11220 2114e U-15LOCK [ C! 1 8' x %° I • S I • 5 I •9 Ell! 0MID .N., 6'-6° 800• 1565° 3260* L COUBLE U-aLOCK `//��''��) CJ 8' X 40' 105 lob 1013 cow— BLIC MID CCNC.. LINTEL corr. 171.61 1500• 155/d11 2881e DOUME U-15LOCK a° x 36 lob 1 •6 1 •5 CCNO. LINTEL EMT. 11'-4' 1'100e NR 1,800• i4• V • p• tl.C. I. LINTELS TO M CAST -CITE NIGH-6TRI2WWW PRECAST A PRE -STRESSED U LINTELS 3'IN I 4' CO T./ BP2G. U-BLOCK PRECAST CONC LINTEL BEAM T� ES J TTHRU J BRCS. DOUBLE 9U-BLOCK PRECAST FILLED CONC. LINTEL SEAM TYPES Q Aq,A, 2`IVT I 3' CONNECT TO EXIST. PL U1" B I NCG SEWER LATERAL DOUBLE U-BLOCK PRECAST FILLED CONIC. LINTEL BEAM TYPES 10 v vv i 2' UI 3' VT ri I Lv ! z' WC TUE _614 3r 2" LV 52'-4" II L II C II II II — TOP OF BM. + 11-4" -- I II I DO II II /evx 24' CONC. T.6. WJ 2 e 5 TOP 4 2* S 1 11D. I I ■ TOP OF BM, + 9'-4' r2 I I II II LF ! ! II I!I I I LUC?OD TpeLIS BES m 144" C%C. I`-1Ax I SPACING, E5 TRUq!p CC% I DBL 2X5 LEDGER ANC44CRE0 TC 1 HAS. WALL I _ I IN CONC. FILLED CELLS UA H $/8' RED, HEADS I — I WEDGE BOLTS AT 12. OC, TAGGE TOP AND BOT. I {{-� WST3860, MIN. EM15D • 2-3/ 'INTO ASONARY —I'-i II II I F --- I / / G===------_� = I I ---- I■I // / �\ -- — O ■ I (�-___ _._ — ___....------------- III �7I I { ! I I I � UJO D TRUS Ei5 •� SF� CB INCs TR !T1 CO. ■ I — �I I ■ � - I I I 'I I I I I I I —I I ip I ! 2'-6" .1'-4" II ■� I I I I-- 1 II I IY { TOP ..I I I I L L 38 II S' X 24' CONC. TZ. W/ 2 * 5 TOP 4 2 * 5 MID. 2 •5 SOTT. 4 * 3 VIES a 12' O.C. OF SM. +11'-4' t) I ---TOP OF BM + 13'-4' II II ' II o iE L 116,-0" 26°-0" 13'-0" 13'-0" 3'-3" 2 4 2,-3„ L__J I I I 1 I I S-2" 6'-2" 3'-4" 2'-4" 6'-2° 4'--2" I I I 40i cv I I I I I I I ' { A ■■ VI ■ ■ ■■ _ _-----_----- � I CAL1J 0 I i ■ in ■ I 1 1 �� I jI SLAB SHALL BE A MIN. 4' THICK WITH FIBER MESH INTEGRAL OR i I REINFORCE WITH 6' x 6' x I 1 { { 10/10 LLELOEM WIRE MESH, I I ( CENTERED IN CONCRETE ! DOUBLED 3 ' BEYOND BACK I OF 1 I I aIO FOOTINGS TC BE PLACED OVER ! WELL COMPACTED CLEAN FILL 1 I ! C I TO MIN. 95% PROCTOR DENSITY ( ! TEST AND WITH VAPOR ! ! C_ ! ! BARRIER. POISON SOIL 2 UNDER SLAB FOR ! TERMITES MEFORE PLACING 4 ! MIL VAPOR ARRIER. 1 I FINISHED FL OR ELEVATION TO ! { / BE 18'MINIMLM CROWN OF ROAD. ABOVE TOP SOIL BEARING ! !■ CAPACITY • TO 5E 2,500 R THIS STRUCTURE P.S.F. MINIMUM. I ♦ / 11-" •�� a{II I 10 o I I ■ ■ FINISHED FLOOR ELEVATION TO BE IS' MINIMUM i 14 " I ABOVE TOP CROWN OF ROAD I I — I i I � I I { i I ! CAI ! 9 ! I ! I 1 ! I ! 41 5'-C 2'-0" 16'-0" 210" I -0" 1 20'4' L 2 0 I 0 1 iA in THESE PLANS AND ALL PROPOSED WORK �,,_ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1 -4 26'-0" V E L L 0 Lu4 m M M ated d`t. W� J 3 X � oc%w O r www.GLEAssocicites.com AA0002369 'JUP! Q 4 �ilfa3 _ R. QUINN TURkR Drawing Not Valid Unless Signed, Sealed & Dated By Registered Prafesslonal Lei A Luco N cn uj :9 ,� Sg `m W rL q0 no UA ✓41L1\.. KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468,4703 FAX: 772,468.4603 NO, REVISIONS DATI BUILDING 34 MODEL E I MODEL O Km6; 4.L c, 1 mooSi. >� LOT $1 1 LOT 36 VLOT 33/ .4 LOT 34 CLUBSIDE COMMUNITY J 0 B N0, 1 0_ I S S U E D A Z E 05/15/03 DRAWN BY: RNF C H E C K E D B Y: 01' COLUMN SCHEDULE 1 ' 8° X 16° CONC. BLK. FILLED CELL W/ 2 « 5 BAR TIED TO TIED BEAM AND FOOTING. s ® o 8" X 12' CONC. COL, W/ 4 015 VERT, AND « 3 TIED 0 12' O.C. 3 I/2° X 3 1/2" X I/4` STL. COL. 4` X 4' X 1/4' STL. COL. O S° X 12'X IVCONC. COL. W/ 6« 5 VERT, 0 AND 3 TIES a 12" O.C. 5' X W GONC. COL. W/ 40 5 VERT. AND « 3 TIED a 12' O.C. 8" X 0 X GONG. COL. WE� / " 5 VERT. « AND 3 TIES 0 12" O.C. FILLED CELL 8" CONC. TIED W2 1 / 2 « BAR TIED TO TIED BEAM AND FOOTING. �� ( lam,) /) =Eo- 8` X«I6' ARTI BLK. FILLED CELL WJ I 5 BAR TIED TO TIED BEAM AND FOOTING o 4'-O' O.G. MAX. 0 a e 8" GONG, BLK FELLED DELL W2 5 ! 2 « 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE X 18° THICKENED EDGE GONG. FTC. UJ/ X 8" THICKENED EDGE CONCRETE FTC. W1 I " 5 CONT. F 36' X 36' X 12' CONCRETE PAD w/ 41' 5 EACH WAY f � W X 6' CONCRETE FTG. W/ 1 *5 CONT. / r\ X THICKENED EDGE GONG. FTC. LU/ 5 � I��J 12' 5 2fA" GONG. FTC. wJ « 5 GONT, AND 1 « 5 TRANSVERSE �' 48' O.C. FR !U/ 2 05 CONT. I X IN. BELOW 16` MIN. BELOW GRAPE 42" X 42° CONIC. FTC. wl 4 « 5 EACH WAY 2X WOOD STUD BEARING WALL 16° O.G. 10 10 BEARING WALL F TG. @ GAR. DROP DETAIL CONNECT TO EX151°. SEWER LATEIPAL C A A-1 A-1 32'-0" 13'-4" 4 1'-4" 2'-3" 8'-5" 2'-4„ 4'-9" 7'-2„ 4' 1„ 2 \I I i__ _.—_ —____ ■■ ■ 101 low I 4 2„ I I N o I I o I 1/2 cl ■ ■ ■ I I 1 SLAB SHALL BE A MIN, 4' THICK I ■ WITH FIBER MESH INTEGRAL OR I i REINFORCED WITH 6' X 6° X ! c 10/10 WELDED WIRE MESH, i CENTERED IN CONCRETE I I J DOUBLED 30' BEYOND BACK ■ I i 1 OF FTG. / I { 1 FOOTINGS TO BE PLACED OVER I I WELL COMPACTED CLEAN FILL I 1 TO MIN. 135% PROCTOR DENSITY I TEST AND WITH VAPOR 1 I BARRIER. i ■ I 1 POISON SOIL UNDER SLAB FOR ! o I i TERMITES BEFORE PLACING 4 i I 1 M MIL VAPOR BARRIER. /� ■ I I FINISHED FLOOR ELEVATION TO 1 r BE W MINIMUM ABOVE TOP 1 I i CROUN OF ROAD. SOIL BEARING CAP ITY FOR THIS STRUCTURE n I I TO 2� I 7'-8" ■ 9 I I d I 4x4 POST ECUftE W/ 3'-11" 4' 3„ SIMPSON MTT28B OT 0 OM I I AND (4} S MPSON ST 18 ON TOP I 1 ■ l ' I 5' 4" 4'-6" 2i'-9n I M I I — 1 1 .4 �� I O Fl CTORS SHALL VERIFY i I LL DOORS 4 WINDOWS I I I o 4" OPENINGS WI MANUR I io I I e j i ■ I G I � '� I I ■ N I 1 I I I 1 i I i 1 3`-2" 4'-5" 1„ I 1 I D 18' 0" -4 3'-0" 1'-9" 1 4'-6" 1 1' 9" C YA4A % "4N — I IV. SGALC: tf r 4' - a�l" THESE PLANS AND ALL PR POSED WORK ARE SUBJECT TO ANY C RRECTIONS REQUIRED BY FIELD INS CTORS THAT MAY BE NECESSARY I ORDER TO COMPLY WITH ALL APPLI ABLE CODES. ♦�y 0 ujrr: J © L1 O `f' N a Z N J 47 KJ 4 L r Ln rY uc3 o co �rIx < o c� 0 1vww.GLEAssociates.com AA0002369 c z - SUN 0 2003 R. QUINhi'LURNE Drmving Not Valid Unless signed, Sealed &: Dated By Registered Pro£esslonol sus LJJ �iuv d ffi � ,tA 9 - KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, '=L 34986 OFFICE: 772. 468, 4703 FAX: 772.468.460 3 NO. REVISIONS DATE 0312 mll♦t r m LOT 31 I LOT 36 1 LOT 35 CLUBSIDE COMMUNITY GENERAL NFOTES 1. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENEMY CALC5, 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. PLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 7, HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS, 9, PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 66' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED, 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 Flo =1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF POO2 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C POOR 60 50.IN. BILK VENT W/ SCREEN 6 FLR LEVEL POO& 42' KNEE WALL 10001 PLANT SHELF ABOVE FOOS T'-e,' WALL POOS MIRRORED POIO PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET m 5' O.C. P014 GLS.BLK. (i HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P0i1 CABINET ABOVE P018 8' CEILING P011B TEMPER GLASS 5001 RECESS MEDICINE CABINET 8002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOUTER PAN B005 RECESS SHOWER W/ CER, TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO6 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL P'UMP/EQUIPTMENT E006 WHIRLPOOL PUMP EOO1 CENTRAL VACUMN E006 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS 0 IV O.C. 5002 BRNI'G WALL WD. STUDS a 16' Or — AREA CALCULATION "E" LIVNG AREA A/C 1530 SOL FT. GARAGE 230 5L4 FT. COVERED ENTRY 30 S0 FT - COVERED PATIO il5 ea. FT. TOTAL UNDER ROOF leer, So. FT. 2 NC;- FLOOR P'L.AN 2 NL> FL.00M AREA CALCULATION "D" LIVNG AREA A/C 1341 SO. FT. 1ST FLOOR Os3 8a FT. 2ND FLOOR T54 5Q FT. clquag 254 Sa FT. COVERED ENTRY &I S0. FT. COVERED PATIO e0 ea FT. TOTAL LNDER ROOF 2252 SR FT. AREA CALCULATION "C" LIVING AREA A/C is 53 Sa FT. IST FLOOR 1e00 S0. FT- 2ND FLOOR ass $a FT. GARAGE 406 Sa FT. COVERED ENTRY 30 S0 FT, COVERED PATIO T6 $a FT. TOTAL UNDER ROOF 21e5 50. FT. AREA CALCULATION "A" LIVNG AREA A/C I439 90. FT. Cs.4RAGE 376 S0 FT. COVERED ENTRY a 80 FT. COVERED PATIO el 80. FT. TOTAL UNDER ROOF 1es,4 90. FT. :. II61 I" mill ■ , I �. C g�J�• E, 1 �• •�� II '"'1L�JI l .vf W01 arm 1�r■I LAIR. ■ lh��I ilk SRRI�� 'Rliffm �4�� 1 6 ;� / Mal ' _ �1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 7 JLuCr ts7 M a Q CD w 0 W p O O J 'N Z W © 4 x z a i < v M www.GLEAssoolotes.com AA0002369 C I ,JUN 2 3-2W3. R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional "t re. ( gtKiqR SIGNATURE HOMES 0 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468, 4603 SfONS DATE BUILDING 34 LOT 31 1 LOT 36 1 LOT 35 1 LOT 34 CLUBSIDE COMMUNITY i I S SU E D A TE: 03/21 /03 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR I PLAN SHEET N 0. AE2 MOIDEL ID A-2 McFDEL CAC2 I ST PL.00R pc'L.AN an 1 w w CD L A i I2 v GENERAL NOTES 1, ALL WINDOWS AND 51-IDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4, SET HOTWATER HEATER AT FIN, FLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO BE SQ" AFF OR AS PER BUILDER SPECIFICATIONS. 9, PROVIDE RECEPTACAL FOR MICRO;HOOD FAN 65' AFF, CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED, 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING: CODE I'394 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5."I SOFT. IN AREA. THE BOTTOM OF THE OPENING 514ALL BE NOT MORE THAN 444 OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.PF, 02 Flo -10011 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 OWN, BLK. VENT W/ SCREEN m FLR. LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE PROS "I'-6' WALL P005 MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 8 SWITCH P013 1 tr2' X V WD. RAILING 8 2° PICKET 0 V O.C. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01'i CABINET ABOVE 1-018 8' CEILING P019 TEMPER. GLASS 5001 RECESS MEDICINE CABINET W02 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB IS,W4 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W! CER. TILE WALL 5006 KNEE SPACE B001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E00S AIR HANDLER UNIT 5001 V-74 WALL WO. STUDS ® 12' O.C. S002 BRN'G WALL WD. STUDS @ 16' O.C. AREA CALCULATION "E" LIVING AREA A/C 1530 SQ, FT. Cz.ARAGF: 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ, FT, TOTAL UNDER ROOF 1905 SQ. FT. I JL —V 15'-0" 17'-0" 1 -4" 1'-4- 1 -4" 13�-8 2'-3" 9'-10" 2'-3' E002 1/4, 3' .21°ser 3. 5sH.2'1 M �=35SH F COVERED PATIO x VAULTED CL'G a« 2' 3" 2'-0" 1 12'-4" 18" 16,-0" MASTER BRM 120M SGD ■ VAULTED CL* o ■ in ■ ■ O i in - RO-0011' X 911.i' ■ X LINEN ra SH I ■ 12 X 24 SH. N 4„ 4 -1 " 3'-6" 4" 2' 01 2-2"8 11 ro i I v. LIVING ROOM VAULTED CL'G -+poo ' i>- k ■'bo�5 a v \\ ABOVE., w \\\ "-7" A'-7" 5'-10" I STER BA IF CT-WaT. Air Y 4" ■ 25SH OPT. POT 6, 1 3� o R0031%, X 63' SHELVE ABOVE 1' 6" 3'-2" 8" 8" 19 --• e \1 3, L T � KOM ry KITCHEN lJ N N 4„ 4" VAULTED CL'G 0— 8" 3'-0" 8 12'-8" -h" 3'-3" " DINING ROOM `v VAULTED CL'G N — — -- 8 WiD -REF v ae68 x4 T IMIL E4 I Ll II 2,T0„ 4 a cg DEN/BRM #3 Lr\I VAULTED C G o « POia P010 � ' I ■ II 1 8" 10'-0" 2 -0' 4" c I o B 5'-2" GARAGE 7'-6" 4" 2' i h. - 5'4 CL°G ■ - �SO6S �F� `� f I arabO •� F I BEDROOM 22ill O° / P0i6a X1' —1 9`4 01-IG GARAAE D ■ ■ BAT 2 ■ W10 O.H. GARA4E DOOR 5°4 e ' c.T. ;� 6 24' 11407" m 3'-8" 3'-4" 9'-10" 4'-2" 8" 9 0" 17'-4" 11'-0" V 4" 32'-0" E A-2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. mmGLEAssociates.com AA0002369 JUN-0 . P. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional " d d of CL ELI +C' " KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772, 468. 4603 NO, REVISIONS DATI 1 z' I S S U E D A T E 05/15; 03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE FLOOR PLAN S H E E T N 0. N 1s 0=A, GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS, 2. OMITTED 3, DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN, FLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING, CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 60' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV WI BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE65 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13, OMITTED 14. LUMBER AND GRADE SHALL BE S.PF. 112 Flo • 1000 KEY NOTES P001 CLOSET WJ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN, BLK VENT W/ SCREEN m FLR LEVEL 1*006 42' KNEE WALL P001 PLANT SHELF ABOVE P006 T-6' WALL P008 MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD. RAILING 4 2' PICKET e 5' O.C. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P06 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF W03 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN E005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS m 12' O.G. S002 BRN'G WALL LLD. STUDS o 16' O.C. AREA CALCULATION "D" LIVING AREA A/C 1041 50. FT. 15T FLOOR 1093 5Q. FT. 2ND FLOOR 754 SQ. FT, GARAGE 254 5Q. FT, COVERED ENTRY 61 50. FT. COVERED PATIO 9m 50. FT, TOTAL UNDER ROOF 2252 SQ. FT. rol—n" 26'-0" —11 6'-2" 5'-9" 8'-4" I —2 0" 2-246H EGRESS FIXED GLASS RO=91-I/2° X 61' I RO= 13/4 268 12'-0" o I 0 i a� 13'-0" I 10 � N I LOFT co 8'O CL °G 42 ° WAL N 11'-0" 3'- " 10'-4" ININ VAUL 02 o I � I3 3°-4' 3'-4" 2' 3'-8" 4„ I vlvA I e o 4 0 BATH 2 (2868 9 4 CL'G/C.T. M,' l l E Pik W � Q — 'O WALL=—___ -$" 5068 E+FN ///,.,b A/C ASE LOFT/BRM #3 BEDROOM #2 9'4 CL'G 1314 CL'G cv �n 12'-0" 4" 13'-0" 5'. FA— RO-E y E! CD _I �n `j 0 " 8002 �. 348H EGRESS RO.54' X 65' 12' 8" 34SH EGRESS RO.54' X 65' LJ 9' 5" 6, 3'-11" 26'--0" E L CT2 r oa'__n" S-6" S- �m03 E 21U4° 63° 2-255H EGRESS N - COVERED PATIO X J'4 CL'G 11 2' 3" 12'-0" 86 2' 2" 1 8'-4" Ro-se-V2° X 91-V2' MASTER BRM V4' FLAT CL'G _ o E i in —Bll WALL LIVING ROOM' 2-STORY CL'G 2 —4" S-6" 2'-4" / -I• I I&' POT SHELF 50n w III 9'-4' 4 <r 1 _ i TOP • ll'-4' I I o in �012 N �m BRV°G WALL 5'-10° < 4, 4" 4" 14'-8" o � N FOOS in MASTER BATH W4 CLYa/CT o > . i DINING ROOM O 2-STORY CL' - !I@P 16' POT IIIHELF TOP II°-4' 0" 2°-8' 4" 5'-2' 2'-11° 6" 4' 8" LINE OF 2ND jkA80vS / 0- 0^ I SE 1 UP V4 CLVP N 0 I � I 1 r 4'-6" I: O> 3 0'> 9' 2„ I � � EL K002 0 ITCHEN B'4 CL'G Be Poo4 Po02 ci K0o -v W/ I 4'-6" i Polo c, GARAGE METAL �aay _BREAKFAST x. 4 CL'G �o7s cd ^IlY p� • � 395H 0 v54'X63' 2'-5" 5'-5" i LV Oe00I --T � HW O � 13 D w10 O.H. DOOR�E M 8,1 �. r 0 A s N a 4 --6" 8" ESE PI ARE SI 3'-4" 3'-2' 10' 0" REQUIR 14` 0° `° MAY COMPLI 26'-0" t"E L ANS AND ALL PROPOSED WORK IBJECT TO ANY CORRECTIONS ED BY FIELD INSPECTORS THAT 3E NECESSARY IN ORDER TO I WITH ALL APPLICABLE CODES. www.GLEAssoclotes.com AA0002369 JUNK 2 3 2(NO3--_- R, OWNN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional NitU. x 4�R i m Cr KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT BUILDING 34 MODEL E N MODEL C I MODEL A LOT 37 k \„r . \I LOT n I LOT 34 CLUBSIDE COMMUNITY I SS U E D A 'I E; 05/15/03 DRAWN BY: RNF C H E C K E D B Y: OT SHEET TITLE FLOOR PLAN GENERAL NOTES I, ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4, SET HOTWATER HEATER AT FIN, FLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE, 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. -T. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS, T. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF, CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. It. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE ISS4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR, i3. OMITTED 14. LUMBER AND GRADE SHALL BE S.PF. 02 Flo -1000 KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE :SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 50,IN, BLK VENT W/ SCREEN 0 FLR. LEVEL P006 42' KNEE WALL POoi PLANT SHELF ABOVE FOOS 7'-6' WALL Poo9 MIRRORED POIO PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 6' WO. RAILING 4 2' PICKET * 5' O.C. P014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE POI -I CABINET ABOVE POIS S' CEILING Poi9 TEMPER. GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W1 CER, TILE WALL 15006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOO1 DOUBLE SINK W1 DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN rX it M ♦"` K006 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E00'I CENTRAL VACUMN E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS * IV O.C. 5002 BRN G WALL WD. STUDS 0 16' O.C. AREA CALCULATION "C" LIVING AREA A/C 1653 5Q. FT, 16T FLOOR 1000 5Q- FT, 2ND FLOOR 653 SQ, FT, GARAGE 406 5Q, FT. COVERED ENTRY 30 50, FT, COVERED PATIO I6 50. FT, TOTAL UNDER ROOF 21e5 5Q. FT. 52'-0" 26' 0" 2 FL F=>L,4N I S-r F L 0 0 Fzo f=L,4N IS AND ALL PROPOSED WORK ECT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT NECESSARY IN ORDER TO ITH ALL APPLICABLE CODES. 0 uj <�� 0w 0 �m w v z w <C7x < a ti 0 N mmGLEAssociates.com AA0002369 - JUN 0 4 R. aww! r4'rNER Drawing Nut Valhi Unless Signed, Seeled R: Detee By Registered Professional r. a 0 Lu UJ L =f ::, CLIEN T: KOLIER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE.: 772, 468. 4 703 FAX: 772.468.4603 NO, REVISIONS DATE iLDING 34 f V'.'1. us ' n i�II I + !' 1 ! S S U E DA T E: 05/15,/03 DRAWN 3Y: RNF CHECKED BY: OT SHEET TITLE FLOOR S FIE E T N 0. j-¢ w 13,-0" GENERAL NOTES -s" 2'-4" 8'-4" ANDOWS AND SLIDING DOOR GLASS SHALL PER EINER3Y CALCS. ED R MUST VENT TO OUTSIDE. OTWATER HEATER AT FIN. FLR. LEVEL IECHANICAL FANS MUST BE VENTED TO DE. SATH ROOM FLOOR AND BASE SHALL BE .VIOUS MATERIAL WHERE REQUIRED BY - BUILDING CODE. CONTRACTOR TO PROVIDE ELECTRICAL :ERS IN AIR HANDLER ATHROOM FIXTURE OUTLETS TO BE SO' AFF PER BUILDER SPECIFICATIONS. DE RECEPTACAL FOR MICRO/HOOD FAN 'F. CENTER RANGE SPACE. : DETECTORS SHALL BE HARD WIRE 11OV 'TERM BACK UP. MULTIPLE DETECTORS BE INTERCONNECTED. ,TER CLOSETS, LAVATORY,SHOWERHEADS, S AND SINKS COMPLY WITH THE STANDARC 91NG CODE nZ4 ED WINDOWS SHALL HAVE A CLEAR OPENING LESS THAN 20 INCHES IN WIDTH, 24 INCHES aT, AND 5.1 SOFT. IN AREA. THE BOTTOM OPENING SHALL BE NOT MORE THAN 44' FLOOR AND GRADE SHALL BE S.PF. "2 1 =100d KEY NOTES eT WI VINYL VENTILATED WIRE SHELF =-R VENT (SMOOTH TYPE) TO OUTSIDE ILATED VINYL WIRE SHELF NSULATION BETWEEN GARAGE AND A/C Q.IN, BLK. VENT W/ SCREEN ® FLR. LEVEL NEE WALL T SHELF ABOVE WALL ?RED RY W/ 5 SHELVES W/ 5 SHELVES 16' ATTIC ACCESS W/ LIGHT 4 SWITCH 8' WD. RAILING 4 2' PICKET A 5' O.C. G. (I HRFIRE RATED WHERE REQUIRED) R ABOVE T ABOVE NG GLASS S MEDICINE CABINET E SHELF E MARBLE ROMAN TUB E MARBLE SHOWER PAN i SHOWER W/ CER TILE WALL PACE IF DRAWER BELOW SINK W/ DISPOSAL U/ HOOD AND FAN :RATOR WALL OVEN aP d4ER :AL PANEL METER PRESSOR -R HEATER AT FIN, FLR LEVEL '11*/EQUIPTMENT % PUMP VACUMN ILER UNIT LL WD. STUDS a IT' O.G. _L WD. STUDS Is IW O.G. AREA CALCULATION "A" LIVING AREA A/C I45a SQ. FT. GARAGE 316 SQ, FT, COVERED ENTRY 9 SQ, FT. COVERED PATIO 91 5Q. FT, TOTAL UNDER ROOF 1964 SQ. FT, 19 0 ■ N 1 �n 0 1 r 1 �i/\1I1 � 'I I I I I 1-, � I I N � i -4" 2'-4" ■ ?� I COVERED PATIO t1 x N � i RV-"k,' X 91112' I BPI 5G0 13'-4" 4" MASTER BRM VAULTED =L 3 3'-6" 4.. r4", Ol F Praa1 21 I I � co � I 11 3'-4" 4" 2'-0" 6'-4" 2bba�l:T �- I IZ6✓68 1 6 -4" 4„ 1 I 6 0 IT7 AWCI IA�4C�e 0 N 18,-0" GARAGE V CL'G/ I6'XT o "RAGE DOOR ' 0 I in R0.4V/4' X 63' 4050 HR 4'-1" 1 RO=4V4' X 63, � 4050 HR I I I I I I 17'-4" I I I 1 - i I LIVING ROOM m i I I 9'4 TO IO* COFFER CL'G I I I I I I I I i VVV / / /r HEADER • e'-0° 2'-6" 4" Ewe 36' 0NE1 WALL _— — DINING OOM \ 0 9'4 TO I& C FI°ER CL 3F II I I 114" I " :� 14'-6 1 I 1 �E W� ,I'PA ! m G- F'004.*a" I in 94 E0®1 W/ARCH � v EGRESS R0.54' 161i ° 1,-9„ 1,-9" 2'-0" 11 8" 3'-0" 800" 3' 0" 18'-0" 14'-0" C A-- 2 32'-0" m ,c Q h THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. � I o �� s@ .t d ¢ NO M 'O 'cd 0 cYw ou? wmzwe� I cn � z z 0a- 0 M www. GLEAssociates.com AA0002369 C� R. QUINN TUR?,ER' Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional � ram` 'goy ® �✓ Lu u saimammin - a riimmisim Lu 0 - 2 E 1x E CL CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 34 VA;m L Mom A mov" G Lm ai .ar 36 Lm 335 CLUBSIDE COMMUNITY J 0 8 N0. 02750-0001 ISSUE DATE: 05/15/03 DRAWN 8Y: RNF CHECKED 8Y: I QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. Am2.4 i e wan•bnRr m tomesm Lj ❑❑ E), ❑❑ M LEST SIDE 'E' rELEY,.TION mue.m. ___ _ _ vs • . r - a WdPw. I --- RICsNT SIDE '.4' ELEVd�.TION UNIT 'A' UNIT C UNIT D UNIT 'E' REAR ELEVATION oo—_.--- L -.I,.r UNIT 'E' UNIT D UNIT C UNIT 'A' F1�20NT ELEVATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 00 0 Z � 06 ^O 0 W 47 t Z) o a rw v'zl-�-d- o x z onz< 0 N f7 www.GLEAssociates.com R. 'OUINN TURNER__- - Drawing Not Vaiid Unlgas Signed, Sealed & Dated By Registered Professional cv� LU �J ® M EMA! �. r L .;J5 CLIENT: KOLTER SIGNATURE HOMES 216O NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772. 468. 4603 NO. REVISIONS DAT BUILDING 34 CLUBSIDE COMMUNITY J 0 B N 0. 02750-00010, ISSUE DATE: 05/15/03 DRAWN BY: RNF CHECKED BY: 0T S H E E T T I T L E EXTERIOR S H E E T N 0. A M 3 n TOP OF WALL @ 9'-4' A.F,F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A.F.F, 2,5/12 CATHEDRAL CEILING N OTE: NOTE' I. 'cWGHTEES'�MCC pWL/AD5B EA VICE OP TRUSSIR�BOLT TO MASATE, W (2) 3/4' MB THR/-SOUS !14) led E.S. E FAST -EN BIDE PLATE Wll) 3l4' ME, T14M.15OLTS NOTE r 2. '6EMC0' 6 NOTE. $TRA NNO) HOR (610 010=A`ol6 MAX A-, . Isle EA 6TRAP ALL HANGERS LUS26 U.O.N. TOP @ 11'-4' FOR JOIST 2X8 LEDGER ®' BLOCK BEARING WALL FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS LEDGER TYPICAL FLOOR DETAIL SCALEI WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F.F. x x x x x x TOP OF WALL @ 10'-0' A.F.F. STRAP Tm66 HANGER SEMCO M8144s$ HEADER.04) I6d JOIST- (ES LOAD ROOF D MAX 2865 UL. MAX.X.. . LOABTS ,vr DUTY TRU86 HANGER CO THD628D DER-08) I6d IT. (20) led 1F DEB LOAD MAX s 5145 MAX.. 3256 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF too NAILS REMARKS A 450 TAPR216 4 8 550 TAPR216 4 C 800 TAPR216 5 p 1100 TAPR216 9 E 1339 TAPR216 t0 F 2400 TAPR216 70 6 NAILS APSEA. G 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 I 2840 TAPR216 10 2 STRAPS W 10. NAILS EA. J 350 TAPR216 4 K 1500 TAPR276 10 L 870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W 4 N S EA. 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: oaum Categmy Importance Factor ( i)) -1.00 8aaic Wind Speed (V) -121 m Mean Roof Height h -18 % u ng ype na oa End/Comer Zone Width (e )aaft Roof Angle [tl) = 23 deg Interval Pr ff. GC I ® 0.18 Design Output: oamPanan Roofrosel a all eaaures EffectWa Wind Area Inter or Zell (Zone 1 e End Zone (2ono 2 Canner (Zane 3 + n or N (Yone 4 + e End Zone (Zone 8 + 55 --63 20 -6@ =33 50 -43 2 eg - � - 200 - - - $00 9p00 - - #5 BAR T&B #3 @ 12" O.C. THRU—OUT PRECAST LINTEL CONC, FILL SOLID TO BOND BM THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES- ID HfP ROOFS c5 Uj o CO 1.-1 r'N7 4 O LJi. J�f2 W Ot— �a c1 N Q to a O X Z m O M www, GLEAssociates. corr. AA0002369 JUNO`2003 R. GUINN .TURNER - Drawing Not Valid, Unless Signed. Sealed & Doted By Registered Professional a I LL " z U CL 66 ryry m �4, ®.a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT BUILDING 34 CLUBSIDE COMMUNITY J 0 B N 0. 02750-00010 ISSUE DATE: 05/15/03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE TRUSS IPLAN S H F E T N O. ROOF FRAMINC: FLAN Ine"e P- W a0 a UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS ( A� 450 TAPR216 4 550 TAPR216 4 O800 TAPR216 5 (p1 1100 TAPR216 9 1339 TAPR2160 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. O620 TAPR216 4 0 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. �J } 350 TAPR216 4 K 1500 TAPR216 10 L 870 TAPR216 6 M 400 TAPR216 4 N 32.20 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 �Q 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure -c—a agony = importance Factor (i =1.00 Basic Wind Speed ( V ) =125 mph Mean Roof Nei ht h =18 ft Bu11ang Type r na ose End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. LGC i = 0.18 Design Output: Component Roof Pressures PSF Wall Pressures PSF Effective Wind Area SOFT. Interior Zoe (Zone i) + — End Zone (Zone 2 + - Corner Zo (Zone 3 +- elnterlor Zoe (Zone 4 End Zone (Zone 5 10 2 —46 29 1 —97 29 —97 51 —55 51 —68 20 27 —45 27 —89 27 —89 _ 48 —53 48 —63 50 23 —4 23 —77 23 —77 45 —50 45 —57 100 21 --42 21 —68 21 —68 4 - 7 43 — 3 200 21 —42 21 —68 21 —68 41 --45 41 —48 500 1 21 —421 21 —68 21 —68 38 42 38 —42 1000 — L41 0 Q CC i— Z Q z LII N n N 0 COMPOSITE BEAM 5 BAR T&B 3 @ 12" O.C. THRU—OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM O ZONE 11 ROOF INTERIOR ZONE d ZONE 21 ROOF END ZONE U3 ZONE 31 ROOF CORNER ZONE ® ZONE 41 MALL INTERIOR ZONE Q ZONE 51 WALL END ZONE e ROOF ANGLE m END/CORNER ZONE WIDTH ----OMTS MTc conc. ff Le AT �91 1/4 THICK PLATS ® to 1/4' Zo w � (2) D/8" DIA. r OMTa ra sro° ITS a D N CONNECTION DETAIL WALL_ LEGEND TOP OF WALL @ 9'-4" A,F,F TOP OF WALL @ 10'-0" A.F,F TOP OF WALL @ 13'--5 3/4" A°F,F, TOP OF WALL @ 1 i FLAT CEILING @ 10'-0" A,F,F: 2,5/12 CATHEDRAL CEILING NOTE: NOTE 9 1. "1-4U(aHE5" WWUG W/AC)55 EA, SIDE OF TRUSS FASTEN 5,45E PLATE W/(2) 3/4" M5 THRU-501-T5 1/2" 5OLT TO MAS. E.6, (14) lod E.S. FASTEN SIDE PLATE W/(2) 3/4" M5 THRU-DOLTS NOTE " 2. "SEMCO" SGF2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) loci E.S. MAX U.L. = 1355 EA, STRAP ALL HANGERS LUS26 U.O.N. 111DEL E J/THESE PLANS AND A!!. PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES UUrr O �. L7 M N I � MGM W � a N 4 G D U 0 =a 0 n_ 0 cv M www. GLEAssocla tes. corn AA0002369 JUN 04 2W3 R. QUINN TURNER Inswing Not. Valid Unless Signed, Sealed & Doted By Registered Professional wr m I�w " _ mj ..' m r . m LIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: '772'468.4703 FAX: 772.. 468, 4603 NO, REVISIONS DATE EBUILDINx 34 fRZS� fS+i�7`�t*�7 J O B N O. 02750-00010 ISSUE DATE: 05/1-3/03 D R A''N N B Y: RNF C H E C K E D B Y: QT TOP @ 11'-4' FOR JOIST 2XB LEDGER 81 BLOCK BEARING WALL FLOOR TRUSS BTN, @ 9'-4' FLOOR TRUSS AND LEDGER W a ca p ¢z s LI Cq® COMPOSITE BEAM TYPICAL FLOOR DETAIL SCALEI 3/4'=1'0' TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. #5 BAR T&B #3 @ 12" O.C. THRU—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM _ /HIP ROOFS Wes. e h m D Rw INTERIM Z@E me b mw END zw& ZDNE I MW 0521ER ZDNE WE M WALL INTERIM ZOE ZOE 5 WALL END Z(PE a RDff ANGLE ® EI14/EMMER ZDTE WIDTH TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 13'-6 3/4' A,F,F. TOP OF WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A.F.F. 2.5/12 CATHEDRAL CEILING NOTE NOTE • I. 'HUGHE5' WA.IC WIAD55 EA. SIDE OF TRUSS FASTEN ?A5E PLATE W/f2) 3/4' MTHRL-BOLTS 1/2' BOLT TO MAS. ES.MI5 (14) 106 E.S. FASTEN SIDE PLATE W//2) 3/4' Me THRU-BOLTS NOTE "2. 'SEMCO' 5SP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCC TAPR216 (10) 1041 ES. MAX UL. - 13W EA, STRAP ALL HANGERS LUS26 U.O.N. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS A 450 TAPR216 4 550 TAPR216 4 /B� I c; I Boo TAPR216 5 p 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. G 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 2840 7APR216 10 2 STRAPS W/ 10 NAILS EA. 1 350 TAPR216 4 K 1500 TAPR216 10 L 870 TAPR216 6 M I0 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Category = importance Factor ( 1 1.00 Basic Wind Speed ( V :125 mp Mean Roof Height h =18 ft Building Type = nc as End/Corner one Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCDi = 0.18 Design Output: Componeni Roof Pressures (PSF) I Wall Pressures PSF Effective Wind Area SOFT. Interior Zome (Zone 1) + End Zone (Zone 2 + — Corner oneinterior ((Zone 3 + — Zama (Zone 4 + — End Zone ((Zone 5 + — 10 2 —46 2 —97 2 —97 51 1 — —68 27 — 2 —89 2 — 9 48 —53 48 —63 50 —4 — 7 45 — 0 4 100 21 —42 21 — 8 21- 200 2 — 2 1 —6 21 —68 41 —4 41 —4 500 21 — 2 1 — 21 — 8 — 2 —4 1000 — — 0 Ujb O 7 ad V CiLn NUJ_ c0 CO W O to C) O N z W 0 N www. GLEAssocietes. com AA00u"2369 JUNI 3-7.003-- R. QUINN TURNER-- - - Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 3 Uj E Uj a, k 4 i. CLIENT: KOLTER SIGNATURE HOMES 216O NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE LOT 31 BUILDING 34 D MODEL C MODEL A LOT 35 LOT 34 CLU55IDE COMMUNITY I S S U E D A T E: 05/15/03 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY M(ITH ALL APPLICABLE CODES, " uCOENCBCAA. R G 1BST 1 .. BM COMPOSITE BEAM GABLE HIP ROCS 4 9 WALLS h ® ZONE L RMF INTERMIR ZONE ZM 21 RMF END Z MAE 31 RMF CUTU ZDHE ® ZONE 41 WALL INTERN ZW (� ZONE 81 WALL END ZONE ®ROOF ANGLE e END/CORNER ZEINE WIDTH O. O r ,- . 2,5/12 CATHEDRAL NOTE: NOTE ' I, 'HIJ5HTE�8' =C PWL/AD55 EA 51DE OF TRU58 c 1F/550LTBT0 HAS: E5W/(11 3/4' ME TLJPoJ-BOLTS (14) 10d ES. ^"- FAWEN SIDE PLATE W/(2) 3/4' ME THRU-BOLTS NOTE w 2. 'SEMCO' eCvP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) 106 Eb, MAX J.L. • 1395 EA STROP ALL HANGERS LUS26 U.O.N. (UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GR,O�U,P TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS I ,v I 450 TAPR216 4 J 550 TAPR216 4 C Soo TAPR216 5 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 IdA1LS EA. G 550 RTPGA816 4 2 STRAPS W,/ 6 NAILS EA. H 620 TAPR216 4 1 1K 2340 TAPR216 10 2 STRAPS WJ' 10 NAILS EA. 1 350 TAPR216 4 1500 TAPR216 10 L 870 1'APR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design input: Exposure Category = Importance Factor (I =1.00 Basic Wind Speed ( V ) =125 Trip Mean Roof Height h =18 ft Bull mg Type noose End/Corner Zone Width ( a )4=Ft Roof Angie (0) = 23 deg Internal Pres, Coeff, �GCo1) = 0.18 Design Output: Component Roof Pressures (PSF) Wail Pressures PSF Effective Wind Area SQ.FT, Interior Zome (Zone 1) + End Zone (Zone 2 + Corner 2oFInterior ((Zone 3 + Zome (Zone 4 + — End Zone (Zone 5 + —97 2 —97 5 —6 20 27 —45 27 — 5 8 8 —6 50 23 —4 23 2 —77 4 5 45 - 57 100 21 2 1 —68 4 — 7 4.; —53 200 1 21 1 —68 4 —45 41 --48 500 21 — 8 t —6 3 —4 8 —4 1000 — — —1 8X24 CONCRETE BEAM BTM. @ 9'-4" -- x X X x X X 6 X X E3 X X X X (lJ X X lix X X ------`..�_.._._-..._._._.n. X X X X X X X X X x X 24' DUCT CHASE X X x x X X 8 2 O LEAPI ANCHORED TO MAO WAL X XN C C F ITW 6/8' H X , MIN EMS -C, = 2-3/4' INTO MAO x x x DBL. 2X8 LEDGER TOP @ IV-0 1 X X X X X X X �\ X X X X X) x X X X r BL, 8 LEDGER TOP @ III-0 ll2° X X / x FL10 / p x X I � X F1 7 X x X X / ODD SPACE x X 1/ // � X x X X / X X X X X X Ix X x cU X -i X X L`- x x - x - -- E)) x X X X X X X X d X X J ly Ci X X X X cu X X ax h X X X X X X 8X24 CONCRETE BEAM BTM, @ 9'-4" X x I Q u7 d A-4 DDEL 0TTOM COMPLY WITH ALL APPLICABLE CODES. Uja 00 a, m N) M W 4 Z vy D co �ti�:D MaifY W Q H C d� w n o (n ? x o_ Q 0 C? ct www.GLEAssoclates.com JUN'�-4�803 R,. QVlgN .TURNER Drawing Not Volid 'Unless Signed, Seoled & Dated By Registered Professionol ler m o-ffinZI z �1 J 0 0 0-D +its? CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE J O B N O. eu lei 4■ ,I! ISSUE DATE: 05/15/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE TRUSS AN SHEET NO, RA & 4 A u i i I I I 1 NOTE: TOP OF WALL @ 9'-4" A,F,F, TOP OF WALL @ 10'-0" A,F�F, TOP OF WALL @ 13'—G 3/4" A,F,F, TOP OF WALL @ 20'-8" A,F,F, FLAT CEILING @ 10'--0" AoF.F, 2.5/18 CATHEDRAL CEILING NOTE " L "Huns 4ES` WWUC W/AD55 EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4" M5 THRU-BOLTS 1/2' BOLT TO MA5. E.S. (14) IOd E.S. FASTEN SIDE PLATE W/(2) 3/4" MB THRU-BOLTS NOTE Y 2. "SEMCO" SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) Imd E.S. MAX U.L. = 1395 EA, STRAP ALL HANGERS L_US26 U.O.N. LLJ (D ca z ¢z Ld cJ O N vivalle IIIIIIIIIIIIIIIIIIWIL #5 BAR T&B #3 @ 12" O,C, THRU-01JT PRECAST LINTEL CONC. FILL SOLID TO BOND BM CABLE HIP ROOFS 10°C86 0' W N 1 ZONE 1: ROOF INTERIOR ZONE ® ZONE 2, ROOF END ZONE ® ZONE 31 ROOF CORNER ZONE ® ZONE 4� WALL INTERIOR ZONE s(j ZONE 5; WALL, END ZONE ROOF ANGLE a END/CORNER ZONE. WIDTH UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS \_ �✓ 450 TAPR216 4 � 550 TAPR216 4 800 TAPR216 5 D 1100 TAPR216 9 EJ 1339 TAPR216 10 J 2400 TAPR216 10 2 STRAPS W 6 NAiI.5 EA, O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 2840 TAPR216 10 2 STRAPS W/10 NAILS EA, 350 TAPR216 4 1500 TAPR216 10 ( L� 870 TAPR216 6 400 TAPR216 4 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 ._. 430 APR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: 77 xposure a egory = Building Type = _ n� Crose� Importance Factor ( 1 =1.00 End/Corner Zone Width ( a )4=ft Basin Wind Speed (V =125 mph Roof Angle (6) = 23 deg Mean Roof lie Light h j =18 ft Internal Pres, Coeff. X i -- 0.18 Design Output: Component Roof Pressures PSF Wail Pressures PSF Effective Interior Lae End Zone Corner Zo e I terior Zo e End Zone Wind Area (Zone 1) (Zone 2 (Zone 3) (Zone 4 (Zone 5' SQ.F T. + H + + — + — 10 29 —46 29 --97 29 —97 51 —55 51 vA8 —68 20 27 --45 27 --89 27 —89 48 --53 —63 50 23 --43 23 —77 23 —71 45 —50 45 —57 100 21 —42 21 —68 21 —68 43 1 —47 43 —53 200 21 —42 21 —68 21 —68 41 1 —45 41 —48 500 21 • 442 21 - 68 21 —68, 38 1 —42 38 42 1000 ��— MJJLL STRAP TRUSS HANGER SEMGO MSH829 HEADER-04) I(od JOIST- (IO) IOd ROOF DES LOAD MAX e 2555 U.L. MAX. = 135 HEAvY DUTY TRUSS HANGER SEMCO 714DS25D HEADER425) I(od JOIST- (20) IOd ROOF DES LOAD MAX 0 5145 U.L. MAX. = 3255 )LANS AND ALL PROPOSED WORD IUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDERTO COMPLY Wilk ALL APPUCARE CODES, 7 Uj O r O v n w i R Z w a 0 N www. GLEAssociates. corm X' JUN 0 4 2003 .ft. QUif�^I-R!RNEk Drawing Not Vaild.. Unless Signed, Sealed & Doted BY Registered Professional ca Irt Cie) LU UJ Uj CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772,468,4603 N0, REVISIONS DATE M-0 J 0 B N 0, 02750-00010 ISSUE DATE: 05/15/03 DRAWN 8Y: RNF CHECKED BY: OT SHEET TITLE TRUSS PLAN SHEET N0, PRECAST CONC. COL. BY SUB -CONY. 2 0 5. STFWCT. STEEL BARS VERT. TIED TO FOOTING PAD :OMC. FILLED HALF COL U 4ERE 6HOUN (NON BTRKTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. FSECA,5T COL FINISHED CLG 1/2' GWB 2x STUDS w 24' O.G. A.HA1. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER 6 3 LOC, TOP 8 BOT. 2x 4 STUDS 0 24' O.C. 4- Ibd NAILS PER CONNEC, FINISHED FLOOR NOTE RETURN PLAN IR N FOR LOC OF DUCTS �mm►m 1' x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. M45. W/ .095 X 1 1/2' SM 6' O.C. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF. 5PE C I F I CAT I ON5. WINDOW 5UC< DETA1L,5 8' x I6' CONC. BEAM BLOCK 8' x 16' CONC. BEAM BLOCK 8' x 12' CONC. COL. W/ (4) S 4 "3 TIES 12' O.C. i - (I) a5 BAR VERT. l HEIGHT C�IAN DETAIL m. FACE OF STUD OR SUBSTRATE GYP BD WD BASE- SEE FINISH SCH — (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOUS SEALANT STUCCO SEALANT ANCHOR TO MASONRY WITH R.N. WEE 1/4' STE SIDE AND BOTTOM THRU BOLT WITH (2) 1/2' s BOLTS TO GIRDER TRUSSES IFY WITH r U96 MFG. TYf=. ANCHOR FOIR PATIO GISPES TfRU55 TO t-1? f50Nf;;,'"r' FIES (FILL BLOCK COL'S SOLID WITH CONC.) w.' -- FILLED CELL W/ (1)W5 ,,. EA SIDE JAMB (TYP) STUCCO ` LAG SCREW PER MFG DATA WOOD DR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MA5 WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, W5 3636, MIN EMBD 1 V2' PULLOUT 4100 PSI SHEAR $000 PSI FIRST ANCHOR 12' ABO F.F. MAX SPACING BTWN ANCHORS 36' ANCHOR DOOR JAMB TO BUCK WITH (2) 010, 1' FROM EACH END, 24' O.G. FILLED CELL W/ (1) "S EA SIDE JAMB (TYP) 1' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2' X 6' P.T. ----- 1/2' REDHEAD 40' O.C. TYPICAL 2 X 8(6) VERT STUDS AT 16' OC PROVIDE DBL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN S X 8 X I6 BOND BEAM CONC FILLED WITH (1) 5 CONT REFER TO SHEET A -"I FOR ROOOF NOTES 2' X 4' OVER DROP GABLE FOR OVERHANG OVER 8' X 8 FASCIA X 6" VERT. e 24' O.C. GABLE END TRUSS MTL. STRAP 10 24' O.C. 1/2' EXT, GRADE PLYWOOD ELEV. 20'-5' GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING BTWM PROVIDE 5/6' EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND 5/8' STUCCO FACING ELEV. 1ro'-4' STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (8) 10d GALV COM STRAP EACH VERT STUD (8) 10d GALv COM EA STRAP TOP AND BOT EACH VERT STUD NOT ALIGNED WITH TRUSS ABO ATTACH 2X6 PT GOSILL PLATE TO MAS WITH 1/2° DIA RED HEAD WEDGE ANCHORS AT 16' OG (MIN EMBEDMENT INTO CONIC 2/1/2') OR ANCHOR WITH HILTI 6DM-12-S36 PIN (METRO DADE PROD APP NO SO-1208.1(89) PROVIDE (2) PINS BTWN EACH STUD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECi11M REQUIRED BY FIELD INSPECTORSTHAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociates.com \ J R. 'QgINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional un 1713 LL m t r xas 4 t+ CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT J 0 B N 0 2 50-00010 1 S S U E D .A T E: 05/15/03 D R A WN B Y: RNF CH E CK ED B Y: OT SHEET TITLE 'AILS/ SHEET N0. A=5 GYPSUM WALLBOARD---.-._...___. MIN. R-11 INSULATION (IF APPLICABLE) HUURRRICANEESTRAP ATT EACH STUULDV. MTL FASTEN TO FACE OF STUD W/(3) 1601 NAILS 4 TO DBL SILL PLATE WK2) 16d NAILS 4 TO CONT. CANT BLOCK WK3) 16d NAILS 4 TO TRUSS W/(6) 86 NAILS. STRAP SHALL WRAF TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK••-----" TRUSS BOTTOM CHORD--""" -r BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS w 12' O.G. TYP ARCH WINDOW OR OPEN'G \ 2 24' ON FLAT AT � 2�N 24' TYP 5/6' COX PLYWO, NALL'D W/ 8d NAILS 2x 4 HORIZ. 0 6' O.C. CU TO FORM RADIUS OF A 8x COL OR FILL'D CELL EA. SIDE OF OPE'N'G BEE PLAN ARCH FiRXIINC; PET CONCRETE LINTEL SHE FOR REINFORCIN AND FILLING, IF F CONCRETE BLOCK WALL FILVLEU DW�R�JMk3SEe W/ CONC TYPICAL I'4ASONARY BOND BEAM BOTTOM OF _ /� NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) CEILING INSULATION OF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/6, EXP I PLYWD SHEATH'G W/Sd a 6' O.C. EDGE 4 FIELD 4' O.C. -m CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS WKS) 106 NAILS 5/6' STUCCO OVER PAPER BACKED MTL TOP AND SOT. FASTEN WITH (6)10d NAILS 2 X 6 WD STUDS ® 16' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/6' IN DIA, W/MIN 2 NAILS PER SCE. FT. P91 F,T&NTINUOUS CONC. TIE BEAM PROVIDE 'SEMCO' TAP32 (EMBEDMENT 6' MIN.) w/ (12) 16d NAILS TO TOP PLATE WPR SVIDd NAILS O' TPP6 (4 EACH SIDE) 2x6 WD. FRAME WALL (STUDS 0 16' or") 2x6 PLATE PROVIDE STUR.EE BARREIER 1/2' ANCHOR BOLTS 24' O.C. MAX. (EMBEDMENT 3" MIN.) w/ 'SEMCO' A5PW3 3x3x 1/4' WASHER Sx8 CONC. FILLED CELL W/ (U S R.B. VERT, CONT. TYPICAL CONC. BLOCK WALL 4RA1'1UJALL15LOG< CONN. IGH RIB METAL LATH :EEN VENTS 6 8' OC PLATE LINTEL DETAIL NON BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS 24" CC 1/2' GYP WALL BOARD EACH BIDE R-II/R 19 BATT INSUL WHERE INDICATED ON PLANS WALL SECTION SEMCO TFrO< 'U' STRAP WITH (3) Sd COM EA. SIDE (TYf FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE imiw -WIN TOP PLATE ANCHOR AT EACH STUD --- SCHED. ABOVE 'SEMCO RTP IW24 WITH (6) 16d COM E.E. -- WOOD HEADER (DIMENSIONS VARY) 6EMCO RTP 18824 WITH (1) 16d COM EE. EA. STUD STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT, TOP PLATE 2 X F.S. 2 X WOOD STUDS 16' O.C. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X 1' LONG KWIK-BOLTS m 48' O.G. OR TOP PLATE ANCHOR 311 X -'Joe BST/REDHEAD MUD SILLAT EACH STUD A6 POWER FASTENERS 01524 SDC g 12 O.C. Up ♦ ." 10 PRE-FAS WD, TRUSS FRM- TRUSS MANUPDAPACE 024' OZ 2 X TRUSS BRACING ATTACH'D TO TOP OF SOT. CHORD W/ (2) 16d NAILS PER TRUSS. PROVIDE SEMCO TAF R216 GAL HURR. STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (6) NAILS AND FASTENED TO T8. W/ 3 KWICK- CON II 1/4'x 2 3/4' PER STRAP. /IF UPLIFT EXCEEDS.1010 USE 2 STRAPS) MAS BOND BM TYP. S' CMU. WALL TAILS EDGE NAILING a INTERMEDIATE NAILING a 15OUNPRY NAILING + CORNER NAILING ROOF FLOOR 8d w 6O.C. 106 W (a' O.C. 8d 0 6' O.G. 10d a 10" D.G. 8d a 4' O.C. 10d ® 4' O.C. 8d w 4' O.O. NO NAILING 5C� 4 DUL 12 PRECAST LINTEL Eltd, TYPICAL INTERIOR WALL FINISH ON CONIC BLOCK 1/2' GYP WALL BOARD I X 2 FT WOOD FURRIN 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL. REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEv.10'-I' RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX I X 3 FT NAILER dT TAIL-T*'P JAI'71 SCALE: 1 1/2' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS WALL S E G T I r,)N REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. n N q #y 2 ON - tp w n z w 2 N aoX z oii4 N www, GLEAssociates.com AA0002369 -JUP-1.4 Z003 R. QUtNN`-TDRNCR Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional l` 3 I 0 co �) X�" i " P 1KOLTER SIGNATURE HONIE:S 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468, 4703 FAX: 772.468.4603 NO. REVISIONS DATI J O B N O. 02750-00010 1 S S U E D A T E: 05/15/03 DRAWN BY: RNF CH E C K E D B Y: OT METAL TRUSS ANCHORS EA, END EA. TRUSS R-19 INSULATION MIN. 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONIC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH -- TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O,C, MAX TYPICAL INTERIOR CEILING 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES 8' CC, HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH SLAB AND FOOTING ELEV.0' CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES— COVER SHEET) PRE—ENGINEERED TRUSSES —1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF TOP OF 20'-8" EEAM AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH PROVIDE 6'X24' SOFFIT VENT @ 6'-0' ❑,C, SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ, TYPICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT ELK WALL CONSTRUCTION $" X 16 CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, BEAM * 10'-8" AS SCHEDULED CEILING HEIGHT +91-4" AS SCHEDULE17 TYPICAL TIE BEAM CONSTRUCTION 8'X16' POURED CONC TIE BEAM W/ (2) #5 REBAR TOP (2) #5 REBAR BOTTOM CUNT #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, RAISED STUCCO BAND SEE ELEVATIONS , GRADE VARIES a• i im TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4' CONC SLAB W/ 6X6 1010 WWM FOOTING SIZES AND STEEL INFORMATION. ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 STORY TYPICAL WALL SEGTION (END) U1ALL 'SECTION USED ON "C" 4 "D" MODELS 2'xB' WD, HANDRAIL LL!! WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM 2'X12' WD, STRII 4"x4'x4'xl/4 CLIP L W/5/8'x4' WEDGE ANCHOR (TYP, BOTH SIDES OF STRINGER) GRIDER TRUSS L BRACKET W/2-1/4' BOLTS W' 1'X RISER 1 " 2'xl2' WD, TREAD \2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH DRYWALL ON BATHSIDE TAPE AND SEALED METAL TRUSS ANCHORS EA, END EA, TRUSS R-19 INSULATION MIN. TYPICAL INTERIOR CEILING COI 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAILS USED ON "C" 4 "D" MODELS IX8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEV•O', CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG 7O PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF SEE PLANS AS SD 2 X 8 SUB FASCIA i X 6 WOOD FASCIA i X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGSt 5/8' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM. SCREEN VENTS @ 8' OC IN SOFFIT SINGLE BOND BEAM W/ 0) #5 CONT, (NOTE, PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. GRADE VARIES TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010 WWM REFER TO FOUNDATION PLAN FOR ON 6 MIL VAPOR BARRIER OVER FOOTING SIZES AND STEEL INFORMATION, CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 1 5TORY TYPIGAL WALL 5EGTION (END) WALL SECTION USED ON "A" 4 "E" MODELS I HOUR FIRE RATED PLYWOOD PYRO—GUARD 4' FROM PARTY WALL EACH SIDE MIN 8'X12' POURED CONIC TIE BEAM W/ (2) #5 RE TOP (2) #5 RE BOTTOM CONT, TYPICAL TIE BEAM CONSTRUCTION �.��H _- - _. _—_ R-19 INSULATION MIN T'YP INT CLG CONSTRUCTION 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ IX3 FIRE STOP 81--0' O,C, MAX NOTEt THE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE. 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONIC BLOCK 1/2' GYP WALL. BOARD ON I X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH RAKE BEAM Y � TOP OEAM F 20,-8. BOND BEAM W/ (1) #5 CONTAS SCHEDULED TYPICAL INT. BILK WALL CONSTRUCTION WITH 2 HOUR FIRE RATED UL TEST NO, U905 BERM lm,.•, AS SCHEDULED BOND BEAM W/ (1) #5 CUNT. @ +8'-1' TYPICAL INT. ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN• TYPICAL FARTY WALL (MIDDLE) IUALL SECTION USED ON (A, C, D, E, Gs, 4 N) MODELS EXPANSION 1/4 SPAN # 5 @ 6' O•C, STRIP (1) #5 REBAR — NOSING. 11 "PANEL OVERLAP REANCHOR 24' AND TIE1 SEALANT #5 REBSPACER #5 6'BOEQUALL® GLASS BLOCK TYPICAL SLAB CONSTRUCTION � 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL 44' X 44' X 12' CONC, COMPACTED TO 2500 PSF .MIN STAIR PAD W/ (5) OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS USED ON "C" 4 "D" MODELS ELEV.O" THESE PLANS ANO ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 61LL'i�:13 GLASS BLOCK SHALL BE INSTALLE'P WITH HOT DIPPED GALV, STL, REINF, IN HORZ, JOINTS, EXTENDING FROM END TO END, MAX SPACING 16' C/C VERT, REING SHALL. CONSIST OF (2) PARALLEL, LONGITUDINAL HOT DIPPED GALV. STEEL WIRES (9> GA OR WIRES AT 8' O.C. MAX, USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S,F,B•C, 2704.10 a , r. a Q tr u • � L- o `a ci �- r`. . L�F,z Jo ¢cix 0 06=� 0 N M www.GLEAssociates.com AA0002369 JUN '0:4-ZA93= R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional I I LIM e 1a I uj cn g 'ate R m LIJ} 9-1 �? v I •, , s KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE JOB N0, 02750-00010 DATE: 05/15/03 DRAWN BY: RNE CHECKED BY: CST S H E E T r I I L E DETAILS/ SE C r, S H E E T N CI. Am`7 �.� I -I A�Y' I.I■ —I. ©II■I■ LOAD CALCULATION A/c . 100 % 1.5 loos FIRST I0 KWS. w 100% r.. 10.0 KWS REMAINDER . 40% 11.5 KWS, 412.11.5. 2WI X R=It.9 TOTAL 2%.4 K19 2%,4 KWS X 1000 122 AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1663 SOFT. X 3 WTS/SQFT. ® SIV KW 5 — 1000 mmll�..�m rl�l ��C'a _ m �■ICl/� LOAD CALCULATION A/C • 100 % 1.5 KWS FIRST 10 KWS. s 100% — iVO KWS REMAINDER 6 40% 101 KWS 46.1 . 20 . 26.1 X A . 10.1 TOTAL 282 KLW 316 Kits X 1000 � 118 AMPS 240 PROVIDE: N50 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14W SOFT. X 3 WTS/SOFT. 4.5 KWS 1000 ELECTRICAL LEGEND �- SURFACE HOISTED LIGHT ➢REAKER PANTL WALL H➢LMEb LIGHT � L4G ELECTRIC METER ® RECESSED HIGH HAT 01 MAW DISCONNECT FAREI RECESSED VAPOR PROF LIGHT o-1 DED[FATED DISC@81ECT PANEL vPLO� SURFACE NDIMTEO FLUORESCENT FIXTLRiE RENTED WIRE -!j TELEPHONE JACK � � RECESSECED FLUFAIESCENT FIXTURE ® HEAT LAMP/ EXIHMIST FAN CONDONATION ON JACK p �I� INT L;J INTERCDH tj FLOOD LIGHT T�1 SECURITY SYSTEM O y TIDN %IX (� MKS EXHAUST FAN ' '//-�� TRACK LIGHTING FIXTURE LJ THERMOSTAT SWITCH TINED RELAY 3 WAY SWITCH �-,�( SKOKE DETECIDID V90 4 WAY SWITCH �✓ `=L} GORAGE DOOR OPENER NP DINNER SWITCH -O %SH SLTTIN SANAGE OR OPENER PADDLE FAN -O PUSH DUTTTAJ-GMAGE DR OPENER X/Y., " TIME SWITCH 4t WEATHER PRE' SWITCH DUADRUPLEX RECEPTACLE (D' DEDICATED RECEPTACLE gg .� FLAT RECEPTACLE 0- DUPLEX RECEPTACLE 110/L2➢ 0- SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® 2EO-VDLT RECEPTACLE QeS GFIWND FAULT INTERFLPTEG �EFTACM monooK CV • y 4 2 NL7 FLOOR EEL.ECTRICIAL- PLAN I-II.�I■ LOAD CALCULATION A/G ®100 se — 1S KWS FIRST 10 KWS. s 100% --.— 100 KWS REMANDER . 40% @2 KWS 41.5-11.5. 303 XA•122 TOTAL 2%1 KWS 29.1 KWS X 1000 124 AMPS a40 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1041 SOFT. X 3 WTS/SQFT. 1000 — 5b KIDS I ST FLOOR IELEc71 Ic;..caL. rL.. r+Mv ,,,, e , , o Would l 15T PLOOR ELECTRICAL 14 P'LA® 3-1/0 THUN CU. IN 1 1/2' CON. 1 04 TPUN CU TO 2-5/6' X 8' LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. G.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PANEL NO POL TRIPI N:W I DESCRIPTION WIRE NO . � KW DESCRIPTION WIRE 1/80 11 AIR HANDLER .6 S 2/30 A/C OOMP. ° 8 6 S 2/60 12,0 RA4u AS 1 9 2/20 20 DISH ➢IASMEROISP°OSAL 02 0 R 2/30 50 DRYER '1p II 1/20 L0 REFRIGERATOR R2 III U20 m MICRICUTAVE (OPT.) +'R 14 1611 2R8 4S HOTWATER HEATER 't0 51 1/60 IS WASHER M2 TI 11,20 IE SMALL AFIFL144MS eWl) w2 B VO 08 MTER=M CUTLET !O°TJ ^S IS Ud0 Ls SMALL APPL,IANCEDI Ai 10 V20 19 SMALL APPLIANCES °I2 21 1/0 4S, GENERAL LIGHTING 22 VS CSNERAL. WC,94TMG TGFID °I4 23 24 VB eMI NERAL LkIHTMG °I4 25 26 x1 26 29 30 31 9Y 33 I/20 Ix PAN OUTLETS Na 34 36 1/20 10 GARAGE DOOR OPENER '2 36 IJ20 EATHtROOM FED. °12 3'7 SMALL APPLIANCES eGFU 3o 1/20 SMOKE DETECT.. BATARM. LIGHT 92 39 SPARS 40 SPARE 41 SPARE 42 SPARE SUBTOTAL. 139 KW, TOTAL CONNECTED LOAD= 46b KW. SUBTOTAL 239 KIA n LOAD CALCULATION A/C 0 100 % 1S KWS FIRST 10 KWS. • 100% — 10.0 KWS REMAINDER ® 40% 161 KWS 46.8 -11S - 2e3 X .4 - ill TOTAL —_ 282 KWS 2s2 KWs X 1000 ea AMPS 240 PROVIDE: 50 Amf-6. SERVICE GENERAL LIGHTING CALCULATION 1530 SOFT. X 3 WTS/SQFT. —® 1000 Y KS KWS OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15° ABOVE THE FINISHED FLOOR IF THE REACH IS OVER AND OBSTRUCTION BETWEEN 20 AND 26 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44' FPR FORIUARED APPROACH, OR 46' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24'IN DEPTH, 05STFUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RAPYE AND DRYERS SHALL SE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE AP LIANCE TO Cahn, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. d LY 7 u i LY W u� p W? W n N Z W d O x let, 1 a lr. O N r www, GLEAssociates,com AA0002369 JUN932B413 R. QUINN TURNER - Drawing Not Valid Unless Signed. Seoled & Doted By Registered Professional n KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT Si. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT BUILDING 34 LOT 31 1 LOT 36 1 LOT 39 I LOT 34 GLUSSIDE COMMUNI H ISSUE DATE: 05/15/03 DRAWN BY: RNF CHECKED BY: OT 1 ELECTRICAL PLAN S H E E T N 0. z en U (7 '•� Yell{ll�� , r RANGE -O4�5 HOTWATER HE4TERfj OB INTERCOMaJTLET (OFT.) GENERAL LIGHTING (WI) GENERAL ♦. it II�4 ■��I ��rl ��I. � f i r M., 3s SPARE f/ { 41 BUST yKAU TOTAL _._.CONNECTED • -4 -_ LOAD CALCULATION A/C Is 100 % '1.5 KWS FIRST 10 Ku)a, 6 100% 10,0 KUJ5 REMAINE)ER isi 409. ----- 10.7 Ku)e 461-20.261XA a 101 _ TOTAL _ _ 25.2 KU1S 31.6 KWS X 1000 115 AMPS 240 PROVIDE: 150 AMP5.5ERVICE GENERAL LIGHTING CALCULATION 1495 60PT. X 3 WTS/SQFT, 4,5 KUJ5 1000 m 3-1/0 THLUN CU. IN 1 1/2' CON, 1 04 THLUN CU TO 2-5/$' X 8' LONG GROUND DRIVEN ROD PER N,E.C� - ELECTRICAL LEGEND �i SURFACE MOUNTED LIGHT BREAKER PANEL K�- WALL MOUNTED LIGHT M ELECTRIC METER ® RECESSED HIGH HAT IP MAIN DISCONNECT PANEL Dj DEDICATED DISCONNECT PANEL. VPLF(51 .J RECESSED VAPOR PROOF LIGHT ROUTED WIRE `0--SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE C7 O FAN COMBINATION r�- TELEVISION JACK HEAT LAMP/ EXHAUST INTERCOM � FLOOD LIGHT �, Q) SECURITY SYSTEM JUNCTION BOX EXHAUST FAN CHIMES TRACK LIGHTING FIXTURE �CH THERMOSTAT ' SWITCH. TIMER RELAY ro 3 WAY SWITCH SMOKE DETECTOR 44' 4 WAY SWITCH }' GARAGE DOOR OPENER DIMMER SWITCH .� PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER (8 -69-"" TIME SWITCH WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE ?'LOOK RECEPTACLE DUPLEX RECEPTACLE 110/120 Q= SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLES GROUND FAULT INTERRUPTER RECEPTACLE a TO FI=L POWER r1c. ml ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ArG =Mf F< PLANS AND ALL PROPOIRD WORK SUBJECT TO ANY CORRECTIONS IRED BY FIELD INSPECTORI TWAT V BE NECESSARY IN ORDER TO LY WITH ALL APiUCI WN, nX 4 N M www, C-LE ASSOC'Jle s,-om �,H /� juN- 0 4-2QQJf1ryry R. QUINN TURICR Drawing Not 'Volld Untems Signsd, SPoled & Dated By REgfstered I'ro4'esssl^nol i it Fl. CIO Y 1 ui a ,J h(JI_TF_R SiGN?TURI HOI E5 2160 NW RESERVE, PAPK TRACE P()'RT ST. LUCIE, FL 34986 OFFICE: 772. n 63.4-70 3 FAX: 772.468.4603 1BUILI71NG 34 i 0 L9 r` U. 1, a 0 ISSUE !JAI E.: 05/15/03 DRAWN BY: RNF r HECKED BY: QT SHE ET TI1L�:_ ELEC"TRIC9 AL PLAN SI-EET N4. x F3 ' 6` �; ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE 1 3 2/50 1.5 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. ° 8 6 $ 2/50 12D RANGE % 1 S 2/20 2.0 DISH UASHER/DISPOSAL M2 10 12 2/30 5.0 DRYER 010 11 1/20 1.0 REFRIGERATOR 012 13 1/20 1.5 MICROWAVE (OPT.) 012 14 I6 2/25 4.5 HOTWATER NEATER 910 0 Ine I.g WASWMR 112 11 1/20 IS SMALL APPLIANCES /GFl) M2 18 1/15 0.5 INTERCOM OUTLET (OPT) 012 19 1/20 iS SMALL APPLIANCES M2 20 1/20 IS SMALL APPLIANCES M2 21 1/5 5,0 GENERAL LIGHTING 014 22 ]AS GENERAL LIGHTING (GFU M4 23 24 Vi5 GENERAL LIGHTING 014 25 26 21 28 2S 30 311 32 33 1/20 L2 PAN OUTLETS 012 94 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 15ATH t REC. M2 31 SMALL APPLIANCES, (GPI) 30 1/20 SMOKE DETECT. 4 BATHR`l. LIGHT 012 35 SPARE SPARE 41 SPARE 42 SPARE SUBTOTAL 232 K.W. TOTAL CONNECTED LOA0,_±' _KAA SUISTOTAL 23S K.W. LOAD CALCULATION A/C a 100 % 1.5 KWS FIRST 10 KWS. is 100% 10.0 KWS REMAINDER a 40% 11-S KWS 412 - 11.5 = 2S.1 X .4 = IL% TOTAL 21BA KWS 213A KWS X 1000 = 122 AMPS 240 PROVIDE: 150 AMFS. SERVICE GENERAL LIGHTING CALCULATION I&S3 SOFT, X 3 WTS/SQ.FT. = 5.0 KWS 1000 0 3-1/0 THULN CU. IN 1 1/2' CON, 1 04 THWN CU TO 2-5/5" X 8' LONG CKOUND DRIVEN ROD PER N.E.C.- TO FPL POWER co. C.W. ELECTRICAL RISER DIAGRAM (N.T,S.) (TYPICAL) ELECTRICAL LEGEND -(yl- SURFACE MOUNTED LIGHT BREAKER PANEL WALL MOUNTED LIGHT M ELECTRIC METER ® RECESSED HIGH HAT Eli MAIN DISCONNECT PANEL FO, DJ DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PRI313F LIGHT -- ROUTED WIRE -C— SURFACE MOUNTED FLUORESCENT FIXTURE -Q C' TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE 1-iI ®LJ TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION 4 D INTERCOM �$ FLOOD LIGHT IO JUNCTION BOX E SECURITY SYSTEM EXHAUST FAN CH CHIMES TRACK LIGHTING FIXTURE �T THERMOSTAT SWITCH 5 TIMER RELAY 3 WAY SWITCH 0 SMOKE DETECTOR 4 WAY SWITCH GARAGE DOOR OPENER .64P DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 9 49'" TIME SWITCH WEATHER PROOF SWITCH QUADRUPLE% RECEPTACLE A' DEDICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE 110/320 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE @aS GROUND FAULT INTERRUPTER RECEPTACLE Y A/C COMP 0 N �- Li1�M� b W z �cnzm- go>< oar cr N M www.GLEAssocictes. cam AA0002369 J 2am R- QUINN TURNER---- - Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LO LL wzl X E CL CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468. 4603 NO. REVISIONS OAT Wwmm LOT 31 L \ �I_%\ 1 Loris I LOT m CLUBSIDE COMMUNITY ELECTRICAL PANEL 7 R TOTAL CONNECTED A • LOAD CALCULATION A/C w 100 qo 1.5 KUJS FIRST 10 KUJS. a 1005"e 10.0 KWS REMAINDERS 409a 122 KWS 47b-11.5 a30.3XAz 122 TOTAL 2S•1 KU)S 2S.1 KIDS X 1000 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1941 SOFT. X 3 WTS/SOFT. _ 5.Ea KUJS 1000 rd 3-1/0 THtLN Cu: IN 1 1/2' CON. 104 THUN CU TO 2-5/8' X 8' LONG CaROUND DRIVEN ROD PER NBC,— CAU. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL LEGEND -(�- SURFACE MOUNTED LIGHT C�_NN BREAKER PANEL �' WALL MOUNTED LIGHT M ELECTRIC METER ® RECESSED HIGH HAT Ili MAIN DISCONNECT PANEL FO, L.j DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK — — -� RECESSECED FLUORESCENT FIXTURE FaM F TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION INTERCOM FLOOD LIGHT A SECURITY SYSTEM JUNCTION .BOX EXHAUST FAN CH CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT 4'g" SWITCH RD TIMER RELAY '('� 3 WAY SWITCH SMOKE DETECTOR 44* 4 WAY SWITCH GARAGE DOOR OPENER -Gg DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN l7 PUSH BUTTON -GARAGE DR OPENER 34� TIME SWITCH 44' WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE ,,yy �s WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE &—b GROUND FAULT INTERRUPTER RECEPTACLE 2 Ni> f =LC*::>cf)f--,' EL_FEE GTFZIr— IA f'L.,rN 0=14I rm: 1/4. n ,, — dp„ Aft SUBJECT TO. ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. uiJ O in fl coKr a ry rr C7FU v� a j ® 0 Lxl <P Z ;4l d' J O X ct�: 4 O N www.GLEAssociates.com AA0002369 Ju*t4_ R. QUINfd TURNER Drawing Not Voild Unless 31gnrd, Sealed k Doted By Registered Profexslonol "a` �I ul,, g cn I all CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE UILDiNG 34 W20m CLUDSIDE C40MTILNITY I J 0 B N 0. 02750-00010, ISSUE DATE: 05/15/03 DRAWN BY; RNF CHECKED BY: QT I II I III I II 111LETS '3-1 SMALL APPLIANCES (WI) r , SPARE CONNECTED LOAPd-&�KIIJ. •TOTAL LOAD CALCULATION A/C 6 100 90 _ 15 KW5 FIRST 10 KW5. 6 10090 10.0 KW5 REMAINDER'S 4096 — _ _ 11.1 KWS 46Z -li5 = 2e.3 X A = 11.1 - TOTAL 2` ,2 KLU5 2'B.2 KW5 X 1000 _ 122 AMPS 240 PROVIDE: 150 AMPS, 5ERVICE GENERAL LIGHTING CALCULATION 1530 SQ.FT, X 3 WTS/60PT. _ 4.(o KLA15 1000 OPERABLE PART5 OF THE CONTROLS OF LIGHT 5WITCHE6, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 4a' AND NO LOWER THAN 15" ABOVE THE FINI5HED FLOOR, IF THE REACH IS OVER AItiD 055TRUCTION BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44 FPR FORWARED APPROACH, OR Oro" FOR 51DE APPROACH, PROVIDED THE 056TRUCTION 15 NO MORE THAN 24"IN DEPTH. 055TRUCTIONS 5HALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL IT 15 ADVISED THE CONTRACTOR 05TAIN FHA RULE5 AND GUIDELINE5 AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. 5MOKE DETECTOR5 SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTOR5 SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL 6E WigED L11T14 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTAGL.I=S, PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. a 1 3-1/0 THUJN CU. IN 1 1/2" CON. 1 04 THUJN CU TO 2-5/5" x a' LONG GROUND DRIVEN ROD PER N.E.C."' 1�wl 1 ELECTRICAL RISER DIAGRAM (N,T.S.) (TYPICAL) gc,a_r=: 1/4 " v P — 4P" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociate3.com AAOD02369 �l JUN- d A 2003 - ft, OUiflfl "Uf�NER- :n=�.�:.a+a:s. Drawing Not Vdliy Urn ss Signed, Sealed & Dated By Registered Professional I I e ar"�E 0 00 .� x E- I KOLT.'ER SIGNATURE HOIUES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468,4603 NO. REVISIONS D,;, 00, iv=lxl t' OVA 0400!1,014mu, C;LU551PF= t`1UNII T JOB NO. 02750-00010 ISSUE DATE: 05/15/O0 DRAWN 9Y: RNF CidECKED BY: OT