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HomeMy WebLinkAboutPLANS<5Y NOi56 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 120 SQ.IN. BLK VENT W/ SCREEN a FL-R. LEVEL P006 42" KNEE WALL POOL PLANT SHELF ABOVE P006 T-6" WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT l SWITCH P013 1 1/2" X 8" WD. RAILING ( 2" PICKET m 5" O.G. P014 GLS.BLK. (I HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT o GARAGE DOOR 9 FLR.LEVEL POII CABINET ABOVE P018 8' CEILING POM TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 13004 CULTURE MARBLE SHOWER PAN Bm05 RECESS SHOWER W/ CER. TILE WALL 15006 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 KOm6 DISHWASHER EOOI ELECTRICAL PANEL E002 , ELECTRIC METER E0031 A/C COMI-RE55OR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E007 CENTRAL VACUMN E008 AIR HANDLER UNIT $001 BRN'G WALL WE), STUDS a 12" O.C. 5002 5RN'G WALL WD, STUDS A 16" D.C. O DOOfi�S SCI—I�I�UL1= SIZE OF'EENINC= T Q REMARK A 2-24Z)(o HC ® 2/oro8 NC © 21mC�8 HG 2868 SG `1H 2£368 MTL W/ AUTOGLOSER6 O3m68 NG 3®6ES MTL �O 110 1ro68 E3F SWING BIFOLp F20&5 BF fG 24s68 BF O BO&6 BF 4106 8 E5F - 50&0 BF O�o0G�8 BF IroO I a OvERHEAp CZARAC3E C>OOR ® 8m'10 OVERHEAD CzARAGZE POOR 5mro8 BF I"IIFRR. S 2-2068 MTL FRENCH I LITE wINf:)0ws 45G;D SCHEDULE SIZE OPENINCs T Q REMARK O 245H EC�RE SS 25s1-J 3 2roSH 0 346H EC:RESS 0 356H - ® 36SH O I/2335H —_ -- ® I/235SH O--- O 3m<FCZJ HR 4040 1--IR EC�RE SS 4CDim HR © 6?�F3m SCzp O BrDbm 6r�G ® 5m8lI SCzD 01 1608o s� PAN. Fnl�il OND SCI- G SCoEnE'Mod. A/H Mod,# Htr. Mod - D 6dCooling U 3 5-00 Heati BTU 3 SOD Rating O, 06' Ton 2 S S1BLCs 2� 565 GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALC5. _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, B. ALL BATHROOM FIXTURE OUTLETS TO BE 60" AFF OR AS PER BUILDER SPECIFICATIONS. 5. PROVIDE RECEPTACAL FOR MICRO/HOOP 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, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE56 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. AREA CALOUL.ATION LIVING AREA A/C 1683 5Q. FT. I ST FLOOR 1000 SQ. FT. 2 ND FLOOR 683 5Q. FT. GARAGE 406 50, FT, COVERED ENTRY 30 5Q. FT. COVERED PATIO 16 SQ. FT. TOTAL AREA 21'95 SQ, FT. 2 NCB FL.LOF,:' SC.GaLE: fi=='L,4N 1/4 - 1' - ®" ------------------ 6'-4" ] ------------------- If I I Emma COVEREC PATIO , I 1 I I 9'4 CL G 1 I I , RO. 5" X 503"" 1 I I � �p I 2-24 H EGRESS n r1 n n , i I x COVERED PATIOk) f j I 'W4 CL'G f 1 BEDROOM #2 9'4 CL'G 60B0 5GD I f l o� � (7 --------------- n n r i c° ' 11 BEDROOM #3(l oil ! 10"2 fl ^ It r IJ V 2668 BF Acr r'J f P�2— i I �1 m 2P.68 I I � 6 - S 0 � 9'4 CL'G/ ti n F it i b P 091 B I Q� 6, S tr P004 \V' �A�ry E00 I. E004 n P004— — E EV. a 5'-III/2u �i 3080 I' TL. W/ Fr. . ABC VE j rI n 1 , I I W " SIDELITE _ 14" GLA55 © GARAGE n , i S'4 CL'G/ 1 n I it 1 .. T ---- ---------------------------------- ---------- _ -- E001�\ m Il 16010 O.H. GARAGE DOOR - i i 1-1 2' mu 16W_01. 2, 0" 1 I 6 �0.1 20'-0" 1 eT FLOOD? Z3L% SCALE: tp m r SCANNED <, St. Lucie ounty. PERMIT/CONSTRUCTION DRAWING ISSUE DATE: -11 SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: z O rrr� r� >� 2� W w OO Q! V V 0 3 .0 w 3: Z + 0� V V 1- o m n UJ 4 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SOJK BLK VENT W/ SCREEN m FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P00S 1'-6" WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT d SWITCH P013 1 1/2" X 5" WD, RAILING 6 2" PICKET 0 5" O.C. P014 GLS:BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 6Q.IN. VENT ® GARAGE DOOR a FLRLEVEL P011 CABINET ABOVE P019 S' CEILING P019 TEMPER GLASS B001 RECESS MEDICINE CABINET B002 MARBLE SHELF 15ID03 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER. TILE WALL B006 KNEE SPACE 15001 BANS OF DRAWER BELOW K001 DOUBLE SINK WY 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. F-R. LEVEL_ E005 POOL FUMF/EQUIFTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E00S AIR HANDLER UNIT S001 15FFNG WALL WD, STUDS 0+ 12" O.C. W02 BRN'G WALL WD. STUDS � 16" O.C, 1, ALL WINDOWS AND SLIDING DOOR CiLAS6 SHALL BE___PER ENERGY 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 FAN6 MUST BE VENTED TO OUTSIDF-- 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 EU<TURE OUTLETS TO BE 00" AFF OR A$ PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE I10V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 6140111ERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. 1992 EDITION 12. EGRESS WINDOWS 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 TI-IAN 4d" OFF THE FLOOR. LIVING AREA A/C I£a4 l 50. FT, 1ST FLOOR I093 SO. FT. 2 ND FLOOR 154 c0a FT. CsARAK_%F 254 sa, FT. COVERED ENTRY Ga I SCE. FT, COVERED PATIO 9(,,) 50, rr. TOTAL AIRFEA 2212 hT RE E ule� Unit # _- 5EEKi , S�F Make j/Uva( cond, Unit Mod,#✓��,�,- AIH Unit Mod,#�9N1—G Heater Mod.# Total Cooling 6 "5 / 00 5en5ible Co ng 5 Latent C ilina f V / I? 2 iJE:) F=Ll=C-7)F' �= L 4t,4 1 /,4 " _ 1. c.",'.^_,I-F.= E003� RO=l5'X 63" 2-255H EGRESS F' L A 1 /-4 " = V -. !Zn " 19 1/ - � / RO.2l'%'X63" I I I Igo"2l'- "X63' i 355H , i�355H F!11 I n nn no y nn x i _ COVERED PATIO VAULTED CL'G = m 16'-0" I Oil 12'-4° 2'-0" lb MASTER 1— VAULTED CL'G n — 'r' 120am ' - rt1 I M , ��,� ` = --------------------------- n e f 1 rn LI EN 5 SH 12 24 514. - l� '♦ N 2' 0" -10" 4,: �"v 14'-g" —x _. 3' 2- mem -- _ LIVING ROOM 4AT CL'G y V 4 ' If1y- ry •'t P 109 I d. i—SOFFIT � �MAS ATH ro n _ = c0 " ° 4'-0" - cv 4" ry - = (� 256H — 8005 n n n n ' F----71 1 3 em MrL. ' \`l V K006 _ _ I V m I mml v _7"A IL-0'-' Ik'� n v _ V • (V N _ _40 5'_4" 4" _' _811 3'_0" el� 506e BF DINING ROOM o - I--F 71- x VAULTED CL'G li V s I 11 -_ - `E004 I 1 I I 2eb0 di I I I DEN/6Rm #3 P I12 OD 1 1 VAULTED CL'G in II � Xi viol -oil 0 I V ' GARAGE 5'-aLti �2' \' .4 7'-6" - _ 1 '4 CL'G E008 _ �1 tq �q �j 0 ___ P001� ------- P004 I , 2e 0 -_----_ __ 5065 BF n v = E001� I I Id: I I It 716 I ------ N�p m16 BEDROOM #2 - - 0 9 S'4 CL'G �• • • z 5010 O.N. ARAGE DOOR n 0 4" - I0'-6" all 1 E002� n n 355H EGRE55 24" RND.TEMP RO.26" x 2E' 90-54" X 161q" 8 4'-2'1 3'-4° R-4" 3'-8" 32'-0" LEFT F' 1_ "N 1/_4 " = 1' - cz�" c:EiNER,41_ NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. 2. PROVIDE 120 SWAN. 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. Co. 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 BULDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOP 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 CL05ET5, LAVATORY, 5HOWERHEAD5, URINALS AND EINK5 COMPLY WITH TABLE 46-R2 OF 5F.5C. 1592 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LEo5 THAN 10 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5' SQFT, 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 SQ. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 SQ. FT. TOTAL UNI:'ER ROOF IS05 5Q. FT, KEY N®TS& P001 CLO5ET W/ VINYL VENTILATED WIRE 514ELF 1`2002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTIL.!(ED VINYL WIRE SHELF P004 R-11 IN°ULATION BETWEEN GARAGE AND A/C 1"005 60 SQ.IN. BLK. VENT W/ SCREEN d FLR. LEVEL P006 42" KNEE WALL P001 PLANT 5HELF ABOVE P005 V-Fi" WALL P005 MIRROS.ED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 6HELVE5 P012 22" X 36" ATTIC ACCESS W/ LIGHT 1 SWITCH P013 I I/2" X e" WD. RAILING 1 2" PICKET m 5" O.G. P014 GLS.BLK N HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN, VENT < GARAGE DOOR Y FLR.LEVEL P0I1 CABINET ABOVE P01e V CEILING PO1t TEMPER 6LA5S 5001 RECE55 MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 15006 KNEE SPACE Equipment 6 # 1 5EEV-4 Coed. Unl o� A/H Unit Mai H�atcrMod�. Total CoolinaJ shad R i • on 4" 32 CFM 5" 56 • . 6" 90 7" 135 r 1g0 I g" 260 10" 340 12" 560 14" 835 16" 1400 FL00 SCALE: RIGHT L ,zns, 1N 1/_4 '' = 1' _ '0>. ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: r ♦� r . r Li ice hill. W 0 w_� ♦U (A� ♦ 0 --------------- O ra Wirt /�rram� �— m ♦E V �``liWm�♦l— town I h h h 0' Q CO a O n J a y h P O� 10 Q 10 4 in z O m M in O O O r� LLJ N h wo O O J � ez J � m z � z 5 O� O V it L4 04 I� i 4 Y CASTLEP NES T 1 GE E[� RAL 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 NTH 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. I.B. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE NTH 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 NTH 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. Z]ESIG"AT 2.L 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 NTH 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 ACT 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH I'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 NTH 6" WIDE CONTINUOUS STRIPS OF 1/8 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 NTH 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 NTH 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 NTH FULL BED JOINTS AROUND CELLS. 5 CONCRETE AND REINFORCING 5.1. CONCRETE WORK SHALL CONFORM TO ACT 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 NTH VERTICAL BULKHEADS. 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. 53. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE NTH THE ACI DETAILING MANUAL, ACT 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 IN DIRECTION OF TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.11. PROVIDE 1-#4x 5'-0" BAR AT RE-ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS. 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS CW 3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0- 0 12 IN TOP OF SLAB, CENTERED 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, 0 Q� J � Q In O 4. i.N O N BU LD NG 84 LOTS 84 85 86 87 88 y 8g JQL,2 9 2003 R. QUINNUINN TURNER Drowing Not Valid Unless Signed; Sealed & Dated By Registered Professlenal STRUCTURAL GENERAL NOTES 6.PREFABRICATEDWOOD TRUSSES 6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTINANT 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 NTH 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. 7l WOOD 7.1. WOOD WORK SHALL CONFORM TO ATTIC, 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 I, 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 NTH 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 NTH 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 NTH CONCRETE SHALL BE PRESSURE TREATED, 7.8. WOOD WORK SHALL CONFORM TO ATTIC, NATIONAL DESIGN SPECIFICATIONS. 7.9, ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: REPETITIVE USE MEMBERS STUDS & PLATES CONSTRUCTION GRADE 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 1 POST & MULLIONS: 4 X 4 & SMALLER NO. 2 4 X 6 do LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLANEOUS LUMBER JILOCKING. FURRING, ETC. NO. 3 7.10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE NTH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE, INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%. 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 8R" 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__._—_3-16d 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 --------- -------- '__------ 2-16d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER _ ______2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") _16d 0 24" O.C. RIBBON TO STUDS 1" x RIBBON _.._ __.--- —--------- — 2" x RIBBON ---_-------------------- _.___-_._,__2-16d DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD --------------- —__-_ _---16d N 16" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE ----- 6-16d ST, Li C'IE COL'N7Y FTRE DISTRICT UPPER TO LOWER PLATE AT INTERSECTIONS_____—____3-16d REN"TENNID FOR COMPLIANCE JOIST TO BRG., TO NAIL ---- ,— --------- —-------- —--------- 2-16d SUBJECT TO FIELD INSPECTIONS BRIDGING TO JOIST, TOE NAIL EACH END ------------------- 2-16d SEE ATTACHED REVISION SHEET STUD TO SOLE PLATE, TOE NAIL ------ __ �2-16d REVIEWED BY: -7 DOUBLE STUDS, FACE NAIL _�____—_—_w_.____ __+_96d 0 24" O.C. DATE; DOUBLE TOP PLATES, FACE NAIL---_.--------------- ---16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL -------- —----- -16d JOIST, LAP OVER PARTITIONS, FACE NAIL. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL ------------- 2-8d 8. MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL BE H1LTI "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 NTH THE MANUFACTURER'S INSTRUCTIONS, SNT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-I.I MODEL 'E' FOUNDATION PLAN -LEFT A-12 MODEL 'C' FOUNDATION PLAN A-13 MODEL V FOUNDATION PLAN A-1.4 MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2A MODEL 'E' FLOOR PLAN -LEFT A-22 MODEL 'C' FLOOR PLAN A-23 MODEL 'D' FLOOR PLAN A-2.4 MODEL 'E' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'E' TRUSS PLAN -LEFT A-42 MODEL 'C' TRUSS PLAN A-43 MODEL 'D' TRUSS PLAN A-4.4 MODEL 'E' TRUSS PLAN -RIGHT A-5 DETAILS AND SECTIONS A-6 DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-I ELECTRICAL PLAN E-1.1 MODEL V ELECTRICAL FLAN -LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-IA MODEL 'E' ELECTRICAL PLAN -RIGHT THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA, BUILDING CODE, k G FOR GOA,�pLIA;,Iis REVIEWED BY n 0 LAj00 „X T 00 R A e.. Lucn :, I ti 16 ` sr. ll y gym+ m9 w, . � co LIENT: KOLTER SIGNATURE HOIAES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4 703 NO. REVISIONS DATE CASTL F I NEC-, TCWNHOMIE-5 J 08 N Q. 03750-00104 I S SLI E DATE: 07/28/03 DRAWN BY: RNE CHECKED BY: 0T SHEET TITLE COVER BEAMS SCHEDULEq�T NO SIZE TOP MID DOT Lil LOAD, I LO T51 r x kn' 1^ D I• S moullLm W SEE TYP. WALL SECTION lli 2001• A° X 8" 100 OOTT. 4.4'AR`. -6° IBDOI' S• x W. I.6 i • S WVi TOP OQlC. LMTfI pOYT. W.6' WWII8.8A 3260• I •0 1.5 Ca)L:. L81tEL WIT. 1'-6• r5 050• 260i2 Y 1lLOGK'fGp IS6EP 4018• S• x 16• t• 0 I•$ cauLMTEL Earl, 4'.6' 107^ 1•5 LLBI.00T[TOp 15o0) B'Xtb' I•D cc4c. LNIEI. aOTr. 6'-6' t065• 3160. • 8' X 16' i • D 1.6 a Lp2EL SCTr, 11'•4° 301• 91P _ 0• x IS' I •0 1 a S W l ,y, ppiq- 101.6. 500. 11220 21140 ,✓,1 8" k 36' 1-0 1-6 ^ D C4tdG. LMPJ1SvlT. 6'-6• 800• IF)6ri° 326 LTgIBI.E e.T�,av: a, .• X 40' 1 • B I • D 1 • B Dala. LureEL EOTT. 1'•6° Ili 10001' 2061^ l X 3i! 7 - D 1 •0 1 • D 80ft. 11'-4' 1100T' NR 10ow ft 1.LSYrttEL i. LINTELS TO BE CAST-CRETE HIGH-SIRI ENOTH FIRECAST 4 PIRE-STRE08ED U LINTELS '6- - u-BLOCK P9fECAbf c'D4c LINTEL BEAM (�THR R3R5. U-BLOCK PRECIAOT 024C, LINTELLEp BEAM Tr i ae'4' fT .6`•4' FILLED OEAM TYPES Q UDW 67VO WARM .L s 6.. BEARING WALL FTG. @ GAR. DROP DETAIL 2 T-4D FLOOR I=1_ 14N ce) TOP OP EM • <,/ TOP tF Eet •9'•4• II LLIWD TlTynnc � 14' OL. MA1< L1 0wncl Br T CO. I I- F 1t T °° aA�NM let .M I - IT III • 6'-0 -TOP lT O't �� I 1 per___ _ ,l 2�- I ,nPml3ri•R-4' II s•x •aOr raav)•b Tap u•bmn �a � TOP CP CM. r 0'•4' I I M 69 �1t100P TIIl�10®C S4• OA. M. Vt 6T•Ac1 Tnr 00 co. T LfjF� r = ld pIRDER T SES o 4' S INCS. Y TPII GO. < 24' CG MA. LISS n I Pxu'aauc ram)+o 1a=a)•b eno. •y ®•---_ T!A*6P iHT.f'-4Id (� -- 'TOP OP!'d1 .f_4• II II III �� II TOP OP EML • 0'-I' MODEL C MODEL D b Ilt9 t4 b6f7, a'-Y 8'-' T-4" 3'-4' 8'-2 ? I 1 i I �---- --tea, m I I .� , I I I 1_ 5_1p. BIAE 6:4KL E! A tMi.4' TFI49. C V I I I1H1910lIlt•lMAAMNT80RAL ae PPINtl LLlni b' x�6A' X� mK LL41.DI°D WR8 FFFA.4 aa,, T I WIC!• xd X I CA lRD M taY E \ vwa ec 36' 01*011ITOID 0AG< 41' Poll, m m Taal. mrwx as cLea4 nLLL ( � I ( I I rooTlrvO M l`eeF.o CV_v 1944f OfNBMM1' Tb T'W.tb"T4 '� '._ t>F,NN1T TESTA VTaR 106T ANO Wfa YAPpe Y I AMNr I i9fl2gLTGR PDbi AMC lixtw to 61LA6POR YAhi tq tNn. aR A R A AX I i IE"ImumrAna4 II e MrAN rn� AraRLe�ArJA� .T ( tC rxaa++eD fl.00R 111AVAYlON To `7 ( I I olc tuac •,,, i I TO R.CGRll % 0' MNIMtI dAOVf TOP O•+ I TY .V mW HI 0616' MNRMM A0rN0 YC+P I i p ObPAG141�FaR TMM 64,1'IG1UM! d 11`125Ttl I•L.ROBP OVER a4pAGIrr IebI.IwIm ,N bTEST � e9 MI( kv v I�P) \ ' I 6 e PNINSa p- m W MNe¢M nzYAnaN TO •° TaP \ 15N" I 2' ceAc1) I M o, I I p. nNnn m _ fK541Aie•pg4 ISSIVATI081 TO Set b'MNefM g' I r-r \ IF), \ %Ft 1 I AOCA•D Tor gaauN CP rom I(%a) tt`-15 I -- -- - �- --• -- y v III � . �, - b ( �L7� Y D' ' I 1WI011§DIi.OYJIa P.LLVAYIW TO IH S'AMA4M ADOIE tap GtJItN of IaOM ...- �• ..� F94MI.D PLMR BLBYAn011a DE W MRlepM 15'-8' t If � I A00�S TOP cIR:VN Op MAD I SHALL �^� W° I IL ecNrRAcrosm96)W.L VERFY OPENNrdB W/ Mura. I I a' I I I I I CONTSACTORS SNALL WI2Pr I. Z i l a l 1 e T-5•tili I T 1 I I ? !a) 8' 18 A` 2-0" 6-5In I T &_o° ML MODEL D TOP fm FS1. a 20'-6'- p, LMTBL tePTP, a 6'-O I R- ° II iIRp4R _ _ J WOOF TRJ6SHS • 24' OG. MAie I � � 6PAOM4 mY TIGIJSS GO. I IL II n � n 1)� iC OEDEL C I� II 1 - 11 Hrna'J ■Rfl..� 1no MODEL C MODEL N I fi, 5-a• � T-2• I `cl AS SMALL DC A MIN 4' T180K THflCdlelflBN Y)ICOItAl Olt SPPlMf.PL WMM 6• %O' % Dw+re NN cfaw2en4 \ 111 .�Dm•efrore)18ADe iF\ x>rmm ro 08 PLAoeu OVDR ' - \ °A.L OGTPAa2p CA2AV FBA. / )MPI D'bA PIY.L'TdR a®l311Y A W2N VA1rol[ 0ECPo 000U1DfR bi..a6 -� :RSTPA PL4OOY44 4 IL VAPOR MWBR I 1 9184M M00ft WAVATk21 TO 80'Mk~ Albr T aGUH O RVAD. BOIL 08.Me0W 4PAATTY A?R txb BiS1G1W P.'8 )Ra9 PAP. MRBrW. ALL O01.1d41D TO EIE ��I I _I 9130MEa� TO oR .'rINT'1M 4DOYE TOP CIimW: U` MAD r - Y SHALL vE1VhY I A" DOM 4 W9 ALL OWEa 0. L Amm. 0PBN2ki6 W/ MAMB. I .y i9 4'-ttl' I I 2'-5' 1 �J IcII -lam l ill COLUMN SCHEDULE (D® S' X IS' MART ELK FILLED CELL Uu a e B BAR TIED Yd TIED ED BEAM AM FOOTMG. a X E -. 0OL 0X 12' C ' C- W C. W! 4 • D VERY. AND (4 3 Vi' X 3. 1//' X VW STL COL. ��F'' El 4" X 4' X I/4' STL. 006. )� ®° X 0 X E CONC. dL W/ 6• B VOW. v x • 3 TIER a la' OG, ({(�j \ COW- GA. W/ 4° S vkRL AND sg' x TIED 3 11S. Q. oz. S° x E' x 12' C•Ot•1C. CdL. W/ A° 0 VEST. AND - TIFO oG. 1 O S' k' n FILLED CELL LLa •1 BAR TIED 70TIED AND Fd Ift MILK FILLED CELL S' X W' AR TIED Iw 1 • B BAR -W T- TIED EX BEAM AND POOTM 0 WOMAX, 6' 2 W' CGNC, BIZ. FILLED CELL WV 2 • D 13M TIED TO TWO BL°AM AND FOOTING.-- - FOOTING SCHEDULE *1 XIS' THIGKEN@p EpCvE. COIdG. FTG. W/a eD G"10 CO H FT& III/III/ I B CONT� EDGE lddf+ETE �r- E C14 11 AYX 0° dONDptEtE PAD Wl 4•.D OD" x S' CONCRETE PR& W/ I • B CONT. O 16. 2S0, X THICKENED EDGE CldiC. FTG. dV 113 I7. tl' X 20' GOWC. FM IV/ 3 • B CONT. AND I -0 TP.ANSVERSE a 40° O.C. Q. kJ MM. BP.I OUl G7IRADEa • S CONT. ` X 42' CCMC. FTq. IW 4 • ffi EACH 844T' r '0 I 7 L I 12'-4' T_ _T I I " I I � 6LARMW.1. 0l AMPL 4•„NDe WIM flfBRrereu lNfEOR+Y. ale I I •1' AECIVGIK4°o VA1H 6' X 4' % wnA WOLDED wPs riseµ. I I W Oil SAXI C�I 4 `Pi .M111416"Sil ,.�a.� LLMLL GLT'A•AO18D Q2AN RLL I I -4 TO MN.Y6 PR.roT�1X4BtrY' TEST M9WTTH vA1^014 I Pw�baNueaL6W9R 6LAe FGR T&41fif8 pBGF. rtACAa2 4 I � ML vAPat>Se I i"v f411 Mom E66YAn6NW Qe01W OF If2AQ. .c3 Ty8Ou:%sRe+ I III r taA'S� AaAPAPUMN I I N'' rN1REo PLOOR fL@VAt10N TO M I .- E2 W' ABpA'raP Cp(ANJ CF R1)AD � ., III „• ,5 '�''' I ,, I �` I I pa2lwAdreRa sHAL4 YsraFr I I ALL IPIdtl UJINDGWIS 0M^SNIN.^aIS8 W MA•JN. I ;4 III I I _ G1 - i TI I T L-_ MODEL 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. n ul2 O W m N Q (i Cc � W p o.y-r. CJ Om a O N w'sw. GLEAssociai,es, com AA0002369 •�urd�s-2�e� =;a R. QUINN fURNFR Drawing Not Valid Unless Slgned• Sealed k Doted By Registered Pro'essionol Lu Lu cn I.LILIN I: 1 KOI_TER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE., FIL 34986 OFFICE: 772.468.4 703 FAX: 772.468.4603 NO, REVISIONS DATE M00EL11 LOT 04 LOP E6 LOY 6A MODEL LOT 01 MODEL LOT 06 MOUELE LOT at G,45TL EF='1NE6 TOULIN.+'IOMES 1 J 0 D N O. ea _ 1S SU E D A TE: 07/28/03 DRAWN BY: RNF CHECKED BY: OT S H E E T T I T L E FOUNDATION i`",N SKEET N0, a COLUMN SCHEDULE 0 ==1, 8' X Ito" CONIC. BLKG. FILLED CELL_ UJ/ 2 # 5 5AR TIED TO TIED BEAM AND FOOTING" 20 o 5' X 12' GONC, COL. UJ/ 4 * 5 VERT. AND " 3 TIED m 12' O.C. [3 3 1/2' X 3 1/2' X 114" STL. COL. _ 4' X 4' X 1I4° STL. COL, " �R. W X 12' X 12' CONC. COI., UJ/ ro* 5 VERT. AND M 3 TIES m 12' OZ, 60 =.,o S" X IG�' CONG. COL. W/ 4" 5 VERT. AND W 3 TIED 6 12' O.C. J` E S' X 12" X 12' CONIC, COL, UJ/ 6" 5 VERT. AND 0 3 TIES 0 12' O.G. 8' Xa2° GONC, ELK FILLED CELL UJt 2 i 5AR TIED TO TIED EEAM AND FOOTING. 90F❑ D BEAM AND FOOTLING 6 4'-0' OZ. MA5L< FILLED CELL 1 e a C X 5 GONG. FILLED DELL W! 2 " 5 BAR TIEDD T TO TIED BEAM AND UJ/ FOOTING LOOTING SCHEDULE LX 18° THICKENED EDGE CONIC. FTC,. UU/J! 2 a 5 CONT. f X 8' THICKENED EDGE CONCRETE FTG. UJ/ i " 5 CONT. %\ I� " X X I2° CONCRETE PAD UJ/ 4" 5 EaGH wav EACHWA D 8" X S' CONCRETE FTG. UJ/ 1 P 5 CONT. X 20' THICKENED EDGE GONG. FTG. LU/ UJ/ 3 0 5 CONT, (`I•--'J 12" X 20" CONC. FTGLU/ 3 0 5 CONT. AND 1 0 5 TRANSVERSE -9 45' O.G. EL 12" X GONG. FTC. lUl 1 " 5 CONT. lro" MIN. BELOW GRADE 42' X 42° GONG. FTCx, W/ 4 ° 5 EACH U1AY BEARING 1 20 COBEARING WALL FTG. GAR. DROP DETAIL CONNECT TO EXI"5T. SEWER LATERAL UNIT "Ell 32'-0" 15'-0" 17'-0" 1'-4" 13'-8" 4" 2'-3" t 9'-10" 2'-3" r F L J T�8� _ ■ ` __ _ w_ I I 4 I� `j I I 4,-2„ I N ■ I 1 � c I SLAB SHALL BE A MIN, 4' THICK o I WREINFORCED WITINTEGRAL° R I I 1 gr, ■ ! I0/10 WELDED WIRE MESH, o I I I I CENTERED IN CONCRETE '4- DOUBLED 30' BEYOND BACKOF FTG. i 1 * FOOTINGS TO BE PLACED OVER I WELL COMPACTED CLEAN FILL I TO MIN. W% PROCTOR DENSITY ■ I TEST AND WITH VAPOR j I BARRIER. I I POISON SOIL UNDER SLAS FOR TERMITES BEFORE PLACING 4 1 '0 MIL VAPOR BARRIER. k [ I FINISHED FLOOR ELEVATION TO I BE IS' MINIMUM ABOVE TOP 1 I ■ CROWN OF ROAD. SOIL BEARING v I CAPACITY FOR THIS STFWCTURE \l jJJ TO BE 2,S00 P.SF. MINIMUM. 1 ■ L_._.___— � I N ku, i' B'° 3'-2" 8" I 17'-0" 3 2 1 5` 4" 1 I 1 11 va 1 0' I i I O'0n I I / FINISHED FLOOR ELEVATION TO BE 15' MINIMUM car r / ABOVE TOP CROWN OF ROAD 1 9" 10'-0" I 9" N e 1!A ■ I �I I L___ I M I I I I I ■ I 1 i I � -� 1 CONTRACTORS 51-daLL VERIFY 'co I I R 1 ALL DOORS d WINDOWS I I A I OPENING$ UJ/ MANUF. I i 00 I I \ I I !_ r t 21 i .I, 1 I_I ■ I 1 R L _p N k �-� 0 1 L_ 4.a �gl 1O I I 32'-0" 0 E A-1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES C� uuO JC) �. O more COY rrj L W r; n W U Z 4J V) < z x co f. w��,vw. GLEE�ssoci ates. enm ®.�.m AA0002.369 .E. JUG, _?�.-i 2-003 �av R. D NN lQNN� EN Drawing Not Volid Unless Sgned Sealed & Dated By Registered r'rofrsslonol I Lu 00 co e_ mmwm 23 fp o KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT S T. Lucll_, FL 34986 OFFICE: 772.468,4703 FAX: 772,468.4603 NO. REVISIONS LATE BUILDING 04 CASTL EFINES TOWNIIHOMES J0F) N0. 03750-00104 1 SSUE DATE_ 07/2.8/03 DRAWN BY; RNF OH E C KE D B Y: OT SHEET I ITLE: FOUNDATION PLC, S FI E E T N 0, Awl.1 COLUMN SCHEDULE 10 �•� 8' X 16' CONC. BLK. FILLED GELL W/ 2 • 5 BAR TIED TO TIED BEAM AND FOOT iNG, �\ (\',J /) • • 8' X 12' CONC. COL. W/ 4 * 5 VERT, AND 0 3 TIED 6 12' O.C. /''-``1 [ 3 V2' X 3 1/2' X 1/4' STL. COL. (� ,�� 4' X 4' X 1/4' STL COL. 05' • C� X 12" X E GONG, COL. W/ fo• 5 VERT. AND • 3 TIES w 12° O.C. r. a 8' X E CONC. COL. W/ 4" 5 VERT. AND •'� TIED ®12' O.G. 8' X 12' X 12" CONC. COL. W/ 60 5 VERT. AND " 3 TIES ® 12' O.C. �� ( j j } �� C �� 8' X 12' CONIC. 15LK. FILLED CELL W/ 2 " i BAR TIED TO TIED BEAM AND FOOTING. S° rp GONG. BLK. FILLED CELL 1 0 WO 5 BAR TIED TO TIED BEAM AND FOOTING ® 4'-01 O.C. MAX. o 8' X 1W GONC. BLK. FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE CA) 16' X 16' THICKENED EDGE CONC. FTG. W/ 2 • 5 CONT. (Q ` FT 8' THICKENED EDGE CONCRETE FTG.' W! I • 5 CONT. I� -- � .EACH X ' X 12` CONCRETE PAD W/ 40 5 WA EACH WAY 0 8' X 8' CONCRETE FTG. W/ 10 5 CONT. LU/ x 5 THICKENED EDGE CONC. FTG. 12 ` x 20' GONG. FTG. W/ 3 " 5 COW, AND 1* 5 TRANSVERSE e 48` O.C. - ry 16 x 24° GONG. FTG. W/ 2 • S CONT. I6° MIN. BELOW GRADE 42' x 42' CONC. FTG. W/ 4 • 5 EACH WAY — 2X WOOD $TUD BEARMG WALL 0 16° OP.. v P � ��,, 20' (Ja BEARING WALL FTG. C GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID SOT REMAWCS LENGTH L IaDE® ioAD TBI a° x 16' job INS DOumm _ SEE TYP. WALL SECTION U-5L00K U-BLK 1'-6' 1500• 15500 28810 5OTT.0e'-a' ems. orr. 6' x IS' I.6 INS TOP -51L LNTEL OCTTT. UC. LINTEL ON 6'-$' • 1565 P 32600 5° x IS,, I P 5 lob - U. 1,-8. 15400 15500 28610 =Nc. LINTEL 50TT, c. U-MO 4'-6' 15001, 18600 .:.ewe,MTOLINTSL EOTT. 4815 T 8° X 16° Job i s 5 U..BLOCIS TOw —•Silo p 1500 P . ✓� CONG. LNTEL E'OR. 'W. W 15fo5 32600 S° X I6, I P 5 1 0 5 U-ISLOCK TOP =NC. LINTEL EOTT. Il'-4' see 0 301 ®° X 16' 1 •5 I • 9 U-BLOCK TOP CONG. WNTEL 50". 10'-61 S00• 11220 21140 DOUBLE U-DLCC K p, S. x 98' IND INS 1 0 5 GONG. MILK MID Gcalc. LINTEL eon. 6'-6° 800• 1565 P 92600 001BLE U-81.ccx b° x 40° i • 5 1-5 I 05 CONC­LI�NPEL OTT. 1'-6° 15000 1550• 28810 DOUBLE u-jil 1® 6' X S6 1 0 5 1015 1 0 5 Ct*4r. LLNM 50TT. IT4' 11004, NR 10000 P5 V•p'OA. L LINTELS TO Or CAST -CITE HIGH -STRENGTH PRECAST 4 PRE-STIRESSED U LINTELS U—BLOCS. PRECAST CONC LINTEL BEAM Txf E5 0 TkRU E:Ar3 e DOUBLE U-BLOCiK PRECAST FILLED CONE. LINTEL BEAM TYPES PRECA5T FILLED CONC. LINTEL BEAM TYPES IO 3.VT 3,VI 2' VT LV 1121 Lv III CO I I I L V I U!G CC I U1C II HI TUB 3 I `SK. .. 2! x 111 3' VT ri CONNECT TO EXIST. ffLU i !N SEWER LATERAL rL.IB -0" I. ■ I I TOP OF SM. + 11-4'— II II II p �■ II II — L1—. I I II II "' IJ 5 aiP lCaelY T1 2 NI7 FLOOD "RA1 T(NC PL av T II II II IpI I I II II II II � 26 -0 2NT - �_ 1 4'-2" ! 6°-2" 2'-4" N-4" 6'-2" 3'-2„ I I I I I I I N ! I l I I � I i ! L— I 1 tii7 i I—•-- I I I I I I I I ■ ■ ■ f ! L.---------- -- I 1 I ! I I I SLAB SHALL BE A MIN, 4' THICKWIT�4 FIBER i REINr MES INTEGRAL OR 1 1 I REINFORCRCEIP WI H 6" x 6° X 1 1 1 10/I0 WELDED W RE MESH, B 1 I I CENTERED IN CONCRETE I I I I BOF FLED 30° eEYOND BACK cv y I I FOOTINGS TO B PLACED OVER ' I WELL COMPACT D CLEAN FILL —r I TO MIN, 95:1 PR TOR DENSITY 1 I ( TEST AND WITH VAPOR 1 r BARRIER. ( ' I POISON SOIL UN ER SLAB FOR I TERMITES BEFORE PLACING 4 2 I I ^ MIL VAPOR BA IER. P \ \ 1 1 —� ■ I FINISHED FLOOR ELEVATION TO \ 1 I I i I 1 BE 15' MINIMUM ABOVE TOP I CROWN OF ROAM. SOIL 15EARINGCAPACITY FOR \ \ ! 1 1 I, TO BE 2,500 P .IMINI MTURF F i I � ■ I d 41,11 7- I 0 I 9" 1 3'-2„ \� \ I_.---_._ 01 oil tl 1 Y 1 FINISHED FLOOR ELEVATION TO BE 18' MINIMUM " 1 I ABOVE TOP CROUN OF ROAD f i I did i I I I 1 i 1 I 1 I 1 CONTRACTORS SHALL VERIFY ! I ! ALL DOORS & WINDOWS OPENINGS W/ MANUF. 1 ± i L L_ _ �.. —. _ ..-..—._ -- _ ..,... — .._ .._. I1 "' I I I I E A-1 1616=0„ 0'-4" 26'-0" 14 N o — — I I I L 1— i 11 I I 1 I(G� I I N 1 I I I I l 1 ( I I L J 6' 1 THESE P SAND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT J. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, - 0 U J =o�wd6 WI n J a �n ¢ _f rrx ... rr � a L.tHSSUGIC1IeS.007n AA0002369 - 2:;- JUL 2 9 Y003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed k Dated 0y Registered Processional I r . ' 3, KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TR PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772, 468.4603 TE BUILDING 84 CA5TLEPINE5 TOLUNHOME5 JOB NO. 03750-00104 ISSUE: DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT S H E E T` T I r L E FOUNDATION PLAN - - �_ S H. E E T N 0. COLUMN SCHEDULE .._./ ❑ ❑❑ 5' X 16' CONIC. MILK. FILLED CELL W/ 2 0 5 5AR TIED TO TIED SEAM AND FOOTINCk `n� a . r 8' X 12' CONC. COL, W/ 4 0 5 VER+T. AND 0 3 TIED m 12' O.C. E� ❑❑❑ 3 1/2' X 3 1/2' X 1/4' STL. COL. ❑ 4° X 4' X 1/4' STL. COL. ([ 5' X 12° X IV CONC. COL. W7 rc0 $VERY. AND 0 3 TIES a 12° O.G. ��1 ® 0 0 5' X fro' CONC. COL. W/ 40 5 VERT, AND 0 3 TIED 0 12` O.C. ❑ ,uI 5° X X CON'. COL. W/ rot S VERY. 0 AND 0 3 TIES * 12° O.G. /�1 (��^�jj E=�] 8" 2 1 CONC. ED fiILLED CELL W/ 2 "? BAR TIED TO TIED BEAM AND FOOTING. ❑=E-10 8' XIro' CONC. BLK. FILLED CELLLW" / I 5 EAR TIED TO TIED SEAM AND FOOTING 0 4'-0' O.C. MAX. O a ❑ 5' X 16' CONC. BLK. FILLED CELL W/ 2 0 5 13AR TIED TO TIED SEAM AND FOOTING. _ FOOTING SCHEDULE �-❑ W1 k 15° THICKENED EDGE CONC. FTG. W/ a • 5 CONY. ,�� X 5' THICKENED EDGE CONCRETE FTG. W/ ! 0 5 GONT, 36' X 36' X 12' CONCRETE PAD W/ 40 5 EACH WAY � S' X 5' CONCRETE FTG. W/ 1 0 5 CONT. %a {��.i� I61 X 20' THICKENED EDGE CONC. FTG. W/ 3 0 5 CONT. ❑❑ 12' X 20' GONG. FTG. W/ 3 0 5 GONT. AND 1 0 5 TRANSVERSE 6 45' O.C. 12'❑ Iro X N, 1ELOWCONCFTC. W/ 2 " 5 GONT, 16' MIN. EELOW GRADE /�`� �❑ 42" k 42" CONC. FTC. W/ 4 0 5 EACH WAY 2X WOOD STUD BEARING WALL a 161 Or- e a o "R I lJ 10 BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID BGT IMMAWS LENr�TH Tat wx16' 1-0 Y5 u SEE TYP, WALL SECTION B° X w 1 15 15470" 1850" `D �., ,_a, ory T-6" 28810 tG f 4+ $'xi0° I^B 1+0 U.W.CCX IL4' coNc. urar6. eorr. 6'-6' 'v� 8910" I565^ 32600 w X %. 91 S t • S v-IX'' 15>D0" 1550Y �./ CIXtlC. L0,1EL Baia. 1''6• 1 a,V ® 115 f 15 B• X tS• LoOTEL Bpyr. 4'-6° maw 186A 4815" a B'XIBC IY5 IIg U-"Lc:FI TG I94J@1 " Y carlc. L5pE1. Barr. 6'-6' i865 32604 B' x W° 1-0 1-0 gaIVP gpy Bayp. PI'-4' a 381° 911Y -( B' X IBC 119 "0 u-eLoa¢ raw , LWOL Bpai, 10'-6" 5wvllil1 1122® 2114" •DQB%E U-BLOCK B' X 30' I I S I +5 lot, 61_6. Ibv& 1565Y 386OY aaroLs U.!N, C ® B° X 40' 1-5 1-5 I I S C I!iLIC NIO CaNG LMT24100". 1'-6° 1500° 1550" 26$1- /vp�p S• x 30 115 i 15 I Y 3 I U33LGGf CO4 LBQPP.L BOTi. IT4° 1100° NR 1.800e' t LINTELS TO 5E CAST-CTWTE WIGH-STRMT14 P fMC4"T 4 P,¢£-BTRESBEp U LINTELS CONNECT TO EXIST. SEWER LATERAL E5RG. ' U-SLOCK PRECAST CONC LINTEL BEAM T ES ®THRU SRCz. DOUBLE U-SLOOC PRECAST FILLED CONC, LINTEL BEAM TYPES Q m DOUE5LE U-ELOCK 40, 4, PRECAST FILLED CONC. LINTEL BEAM TYPES 10 FLUT'°«ING R15ER UNIT 11DII GIRDER TOP OF SM. + 20'- a 26'-0" 5RN'G WALL I5ELOW V -----TOP OF EIM. + 12'-4' - . 1-21 I I II I II II II � II ■ ■ w00=O TIRUSSEHS m 24 O.C. riA>C F �AC:'INC= E3`T" TRUSS C.O. I I I -- I II II INI I I I I II I I II �� II II L_�-- -TOP OF 131`I. + 8'-V L od"D AA-1 2 ND FLOC>t FF2Ar11NCs PLAN L4 4 13'-0" 13'-0" 4 2 S-3" 2 1 3'-2" 1 i p4 C l I I -2» 8'--4" 2'-2" 1 I ■■ ■I■ M I e 8'-6 1 1 I I SLAB SHALL BE A MIN. 4' THICK a I I WITH FISER MESH INTEGRAL OR I REINFORCED WITH 6" X 6° X ell! I I 10/10 WELDED WIRE MESH, � \ — T I CENTERED IN CONCRETE \ I I DOUBLED 30' BEYOND BACK OF FTG. \ ro I I I I I I FOOTINGS TO BE PLACED OVER > WELL COMPACTED CLEAN FILL I TO MIN, 1359. PROCTOR DENSITY TEST AND WITH VAPOR ( I I I BARRIER. POISON SOIL UNDER SLAB FOR I I I I I TERMITES SEFORE PLACING 4 I I I I I I MIL VAPOR BARRIER I I FINISHED FLOOR ELEVATION TO I I ❑�� I I I SE I5' MINIMUM ABOVE TOP I I I I I CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE E ( j TO BE 2,500 P.S.F. MINIMUM. ALL COLUrNI5 t0 5E I 1 c EXCEPT WHERE NOTED _j I IL I — I 15'-01, 2„ \`i I co I I I �❑ ♦■ i � i i I x I><I i ❑ I 12'-8" 2'4' 8 I 0 oil a I Iv. +s°I n J I I FINISHED FLOOR ELEVATION TO BE 16' MINIMUM I I ( ABOVE TOP CROWN OF ROAD I1 15'-0" I 11'-0" 11 II I I II I I I I CONTRACTORS SHALL VERIFY - I I I I I I ALL DOORS 4 WINDOWS OPENINGS W/ MANUF. I i i 4'-10' I I I I 00AMP / ■ or/amC1 I { I I I I ❑ � I ■ I ■ I I -4"� 2'-5" 9 _ I I_ _ I I I ■ ��� I 10 200* I N ■ Y I I- _J I 6'-10" 3'-2" 2'-0" \ 3'-4 i 9' 0" 2 2 -0" 26'-0" D -1 LANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. cl ro a Z < V tJ P LJ N 4 O X 1 �aL~ cv www.GLEAssociat-'s.com AA0002369 R. aUINr 'URNPP Droving Not Valid Unless a.gmed Sealed & Dated By Registered 'ro£e _ie^al I U) uj 00 G' LL 0 �a Lu sxaI�derae LLJ KOLTER SIGNATURE HOMES 2160 NW RESERVE PART: TRACE PORT ST. LUCIE, FL 34986 OFFICE; 772.468.470:3 FAX: 772.468.4603 NO. REVISIONS DATE miummulnemml 000 401000 GA5TLEPINE5 TOLUN-TOMES COLUMN SCHEDULE 8' X 16" CONC. BLK. FILLED CELL W/ 2 " 5 BAR TIED TO TIED 15EAM AND FOOTING, /�� (�J J) ® ® ® 8° X 12' CONC. COL, W/ 4 *5 VERT. AND 0 3 TIED 6 12' O.C. 3 1/2' X 3 1/2' X 1/4' STL. COL. 4' X 4' X 1/4' STL. COL. 8' X 12' X 12, CONC. COL. W/ 6" 5 VERT. AND 4 3 TIES * 12" O.C. 60 s •_� 8' X I6' CONC. COL- W/ 4* 5 VERT. AND 0 3 TIED 0 12' O.C. 8' X 12' X 12' CONC, COL. W/ 6" 5 VERT. AND " 3 TIES a 12' Q.C. )� 8" X 12' CONC. BLK- FILLED CELL FOOTING.AR TIED TO TIED BEAM AND 90 m 8"X16" AR TI BLK. FILLED CELL / 1 5 BAR TIED TO TIED BEAM AND W& FOOTING 0 4'-0' O.C. MAX. 1 a o 8' X I&" CONC. BLK. FILLED CELL W/ 2 w 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE I III{ S( 18' THICKENED EDGE GONG. FTG. UJ/ 8° THICKENED EDGECONCRETE FTC.. W/ 1 0 5 GCiNT. X X 12" CONCRETE PAD W/ 4* 5 WA EACH EA cr-1 WAY 8" X 8" CONCRETE FTG, W/ 1 " 5 CONT. X 20" ONT, W/ NED EDGE GONG. FTG. .✓ 12" 5 R GONG. FTG. W/ " 5 CONT. AND I " S TRANSVERSE 0 48' O.G. 12' X LONG. FTG, W/ 2 * 5 CONT. 18" MIN, BELOW GRAPE 42' X 42" GONG, FTG. W! 4 0 5 EACH WAY > BEARING 1O BEARING WALL. FTG. @ GAR. DROP DETAIL IIN CONNECT TO EX15T. 5EEWER LATERAL LUt 11N I UNIT ' I S-3" 1 -I� 2-3 -10" 1'-4"I 13, 8„ 1' r -- -I ■■ -' ■■a I cv I 1 O I - i 8" 12'--4" 2'- I" IMP I SLAB SMALL BE A MIN, 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6" X 6' X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30' BEYOND BACK OF FTG. FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN, S5% PROCTOR DENSITY TEST AND WITH VAPOR { BARRIER. I POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER. I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP I CROWN OF ROAD. SOIL BEARING I CAPACITY FOR THIS STRUCTURE I TO BE 2,500 P.SF. MINIMUM. [Mimi 17 0" I B"I 3'-2" I ®I ol I - III I- 1 I FINISHED FLOOR ELEVATION TO BE IV MINIMUM\ I I ABOVE TOP CROWN OF ROAD \ lW 10'-0" 9" I i I -_._._ -_e__ _-_ I I I I I CONTRACTORS SHALL VERIFY I I { ALL DOORS 4 WINDOWS I i OPENING5 W/ MANUF. l I I I I I 1 I I I I I I I I I ! I I l I I I I V-0" 0 N C`�J ( i I ■ I nL k `✓ I V--8" 2'-6" 1 5'-4" 4'-6" i 3'-4" 17'-4" 32'-0" mm I J N I LO 7 xCJ LL~'� tfh�SE PLANS AND ALL PROPOSED WORK RE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. j .r. uji o S JUL 2 $ 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed k Doted By Registered Professional Lu co A0l 00 0 Lu 00 ..' t>ftWP&5.q� p A .q 3 R-j KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. L.UCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772.468.4603 NO. REVISIONS DATI �r� CA5TLEPINE5 TOWNIw4OME5 0 B N O. 03750-00104 ISSUE DATE: 07/28/0,3 D R A WN B Y: RNF CHECKED BY: OT S H F E T T I T I_ E. FOUNDATION A S H E E T N 0. AmIA 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. /o. 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 50' AFF OR AS PER BUILDER SPECIFICATIONS, 9L PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE IIDV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE 1984 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 5QFT. 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.PR "2 NO -1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.IN. BILK VENT W/ SCREEN ® FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P005 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 8' WD. RAILING 4 2' PICKET w 5' O.C. P014 GLSBLK (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE Pol-I CABINET ABOVE P016 W CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 8005 RECESS 914011JER 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 KOO5 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 E006 AIR HANDLER UNIT 8001 BRN'G WALL WD. STUDS 0 IV O.C. 5002 BRN'G WALL WD. STUDS 6 16' O.C.— S AL 105. 51111�r • 0CAL-E?. I I/a - . I, _ =• Y I � l/9 - m I' - 4D, 1 ©J002 ai 1 n�Jn�l !in����nlsn nnnli! 1 ■■ VIA mull _. v :••.• BEDROOMtiI I I � "W-11 O� MA � _,I I .� ► � e. "> i11 ,i��iiii � _, � ♦ ► �' a n II E-,-- =�«_ !�11 • V—� -- .,, - - �;il! ,.�� �F9G�i1All��[imol... ■fin _•� i�e1 1 11 0111 ��� L` JI i11111n1 �� I .K lllI ►.' 1mill I MIN © JJIF�'';i �` :.-.. fl. ■OEM, w ,fir � 41 AREA CALCULATION 'V LIVING AREA A/C 1530 SQ. FT. GARAGE 230 6a FT. COVERED ENTRY 30 SQ.FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF IS05 SQ. FT. I �► AREA CALCULATION "C" LIV W. AREA Ayr 16&3 SQ. F. 1ST FLOOR IOOe 5ra. FT. 2ND FLOOR 653 50. FT. GARAGE 406 SQ. FT. COVERED ENTRY 30 SQ FT. COVERED PATIO 16 50. FT. TOTAL UNDER ROOF 2ISS $Q FT. C A-2 t�IQDEL D AREA CALCULATION "D" LIVW. AREA AK 1841 SQ FT. IST FLOOR low ea FT. 2ND FLOOR 154 SQ. FT. GARAGE 254 SQ FT. COVERED ENTRY 61 SQ. FT. COVERED PATIO SO Sa FT. TOTAL UNDER ROOF 2252 Sri FT. DEL G t'10®EL D D AREA CALCULATION "G" C AREA CALCULATION "D" D A-2 — — A-2 A-2 LIVNG AREA AK 1683 Oa FT. LIVING AREA A/C 041 e0. FT. IST FLOOR 1000 6a FT. IST FLOOR 1053 861. FT. END FLOOR. 683 40 FT. 2ND FLOOR 154 SQ. FT, GARACaE 406 9`•i FT. GARAGE 254 SQ. FT. COVERED ENTRY 30 SR FT• COVERED ENTRY 61 5Q. FT. COVERED PATIO 16 60, FT. COVERED PATIO S0 SQ. FT. TOTAL UNDER ROOF 21W 40, FT, TOTAL UNDER ROOF 2252 $Q. FT. 7 AREA CALCULATION "E" LIVING AREA A/C 1530 W. FT. GARAGE 230 Oa FT, COVERED ENTRY 3Q BQ. FT. C7VERSO PATIO 116 60. FT. TOTAL UNDER ROOF 1506 5Q. FT. AND ALL PROPOSED WORK T TO ANY CORRECTIONS FIELD INSPECTORS THAT :SSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES. a ujI,- Q CJ CC p D lil O Cn N ICJ S J O X Z S R ca N M www.GLEAss0Ciate3,COM JLJL 2-9-J003- R. OUMI'TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional Lu w: r: R ri r 00 c. 4t 0 .' �, rt J R- 0 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT SI. LUCIE, FL 34986 OFFICE: 777 468,4703 FAX: 772. 468.4603 NO, REVISIONS DATI 5UILDING 84 OASTLI=PINES TOUJNHOMES ISSUE DATE: 07/28/03 D R AWN H Y: RNF CHECKED BY: QT KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C PO05 60 SO.IN. BLr, VENT W/ SCREEN m FLR LEVEL PO06 42' KNEE WALL POV-1 PLANT SHELF ABOVE PODS 1'-&' WALL POOS MIRRORED PO10 PANTRY W/ 5 SHELVES P011 LINEN BY 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH POI3 1 112' X 8' WO. RAILING 4 2' PICKET ® 5' O.C. P014 GLS.BLK. (I HR,FIRE RATED WHERE RE(Q UIRED) P015 HEADER A50VE P01i CABINET ABOVE P016 V CEILING POIS TEMPER GLASS 15001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 0003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5008 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 500'1 BANG OF DRAWER BELOW KOOi DOUF51-E SINK W/ DISPOSAL K002 RAWjrz W/ WOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL EOOS POOL PUMP/ECdU1PTMENT EOO6 WHIRLPOOL PUMP EOO1 CENTRAL VACUMN POO$ AIR HANDLER UNIT 5001 15Rd'G WALL WD. STUDS ® 12' O.C. 5002 BRN'G WALL UAa. STUDS ® 16' O.C. GENERAL_ NOTES L 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. c. 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 65' A.F.F. CENTER RANGE SPACE, 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR 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 51 SQ:FT. IN AREA. THE 50TTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 flca =1000 AREA CALCULATION "E'' LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 5Q, FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 50. FT. SCALE: 1/4 )I=- I , a„ 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. GLEAssoc1utes. cam Jilt 9-9 2003 R. QUINN, TVDN}ER Drawing Not Valid Unless Signed, Sealed & Dated By Reglsterad Prnfeaslonw Lu UJ Mg uj „ s cl � nib UJ CL ta KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, L.UCIE, FL 34986 OFFICE: 772.468.4703 FAX: '772.468,4603 NO. REVISIONS DATE CA i`LEriNE 'rOWNi4 MF5 J O B N O. t ISSUE DATE: 07/28/03 DRAWN BY: RNE CHECKED BY: QT S I-1 E E -1 T I T L E 0 A SI-IEET NO. 1„3 c: v" n. i KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. 5LK VENT W/ SCREEN 6 FLR LEVEL P006 42' KNEE WALL P00'1 PLANT SHELF A50VE P008 1'-6' WALL P005 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 6 5' O.C. P014 GLS.5LK. (I HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING P01S TEMPER. GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER. PAN 5005 RECE55 SHOWER W/ CER, TILE WALL 5006, KNEE SPACE 5001 SANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K.003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOKTOP KOO6 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 E005 AIR HANDLER UNIT 5001 5RN'G WALL WE). STUDS m 12' O.G. 6002 BRN'G WALL WD. STUDS ® 16' O.C. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HdOTWATER HEATER AT FIN, PLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE, 6. ALL BAT14 ROOM FLOOR. AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. "L HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8, ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER Sfi ECIFICATiON5. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' 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, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE Ig94 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 5Q.FT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE 5-F.F. ab NO =1000 AREA CALCULATION "C" LIVING AREA A/C 1683 SQ_ FT. 15T FLOOR 1000 SQ, FT. 2ND FLOOR (a83 SQ. FT. GARAGE 400 SQ. FT. CovERElD ENTRY 30 5Q., FT. COvERED PATIO 16 SQ, FT, TOTAL UNDER ROOF 2195 SQ, FT. 52'—O" 26'-0" 1 DECK Fir 3 —2„ 1'-15 6' 2„ 2'-6" 6'-2" 5" 3'— 2° 3" a� io 268F1 6t;95oWiP W/PAN 60808M) &PAN 26.8H a> 12'-0" 4" LIVING ROOM VAULTED CL.'G MASTER BRIM VAULTED CL'G 1 b IJUL -UWO, TENANT WALL SEPARATION •x •xW 4u 1�.'ANe naa aw,. A61M C-.O.MNDW µmg, D-Y •Yt• IS. UBW TNl R41�,NO itRIl THM 0.14J. MMVD¢ D•L L.4 ND• Q Md6 LLY1L1. PoR a�rxu...ru •Rae.wu ®i�r�c.,. ago _ I r7 N II Ih I o 288tJ I _ I DINING R00 T �,. VAULTED CL'G 8'6 L'G 8'6 CL'G 14' 5'-10" 4° I I I IAVI(Cll EI S P®13 y�ry I I ca 1 I P®mr y s SOFFIT a S Pfr7i A/ t+se 5'- ffi 4 2'-8" —10 s, <n 36' AM oO M ASTER BATH _i I®' CL.'G1C.T. E5 jA I H ELEV. _ 4'-5" 1'-11" 8" Polo - I PL& LRO•55' X KO V 1 __— C C44.4E � I m o 0 KITCHEN VAULTED CL'G Kii 0 sc1m0'—t0" REAKFAST AULTED CL'G %\ — � 355H a I ` — 4 4'-6" 3'-2" 6'-0" 20'-0" 26'-0" M (14='Doo) D t: L 2 N01 FLOOR C A-2 ft FLOOR PLAN A-2.2j SCALE: 1/4"=1'-0" G s , uu n o N d ad Z N J m n C�r-rj Fr z S c� o C, wcnzw�- J O X L O 0- 0 ww w. GLE Associa t es. com AA0002369 JUL- _Z �-2603 R. OLOON D)RNER brawing Nal Valid Unless Signed, Sealed & Dated By Registered Professional L.1 l is 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 CASTLEPINES TOLLNHOMES ISSUE DATE: 07/28/03 DRAWN BY: RNF THESE PLANS AND ALI. PROPOSED WORK C H E C K E D 8 Y: ARE SUBJECT TO ANY CORRECTIONS OT REQUIRED BY FIELD INSPECTORS THAT SHEET T I T L E MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FLOOR PLAN .� SHEET NO, KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE 10003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQJN. BLK. VENT W/ SCREEN Q FLR. LEVEL P006 42' KNEE WALL P00"I PLANT SHELF ABOVE P008 1'-6' WALL POO9 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36° ATTIC ACCESS W/ LIGHT 4 SWITCH 1*013 1 1/2' X 8' WD. RAILING 4 2' PICKET m 5' O.C. 1*014 GL6431-K. (I HRFIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE PO18 8' CEILING P019 TEMPER, GLASS 8001 RECESS MEDICINE CABINET 15002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ C£R TILE WALL 8006 KNEE SPACE 8001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOP AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP' KOO& DISHWASHER E-001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR LEVEL E005 POOL PUMP/EQUIPTMENT moo& WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT $001 SRN'G WALL WD. STUDS 0 12' O.C. 6002 BRN'G WALL WD. STUDS s 16' O.C. GENERAL NOTES L 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. 7, HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 6. ALL BATHROOM FIXTURE OUTLETS TO BE 60' AFF OR 45 PER BUILDER SPECIFICATION5. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN ro5" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE I10V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWEERHEAD5, URINALS AND SINKS COMPLY WITH THE 5TANDAR PLUMBING CODE IV34 ED 12 EGRESS WINDOW5 SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGPT, AND 5:1 5Q.FT. 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. *2 NO =1000 AREA CALCULATION "D" LIVINGS AREA A/C 1541 SQ. FT. 15T FLOOR 1093 SQ. FT, 2ND FLOOR 154 SCE. FT, GARAGE 254 SCE, FT. COVERED ENTRY 61 90, FT. COVERED PATIO 90 60, FT. TOTAL UNDER ROOF 2252 5Q, FT. FLO<.PLAN oU A-2.3 % SCALE; 1 /4"=1' 0' JL —V 26'--0" 1' 0° 2'-3" 8'-4" 5'-9" 6 -2" 2'-11" 3' Q FIXED GLASS a� 2-246W EGR£ss — i 12'-0" 0 I r UL -UW5 TENGW WA6L SEPAEATION `X' . x ®x r ahu tmaaur xr TbAI uwu. A49M G•90,41WAD®N-a. 7 tRllTA ea wraL n�mcx e.e. na>vwo ew em¢ a nan. uwr. rexe r.,rr,wa aww.au a�.ec�mea..o x0 I 1'-�3" 10,4, LOFT 42' WALL 810 CL'G 2'-0" I C CI ];-8" �; I I 10'-4" 4 ?M1 11'-0" I O 2 x I 4" 3'-8" Olt). 3 -4' 0 - T ro fool BATH 2 1I o 9'4 CL G/C,Sr2$$$ I y I i� OO PN er 800 . II�z 4, 8„ 6,-8„-) 3 4" 5'-4e 4" 3' „ 1—j II>"o � of.__..��� � — V4 — 42' KNEE WALL BEDROOM ##2 LOFT/BRIM #3 9'4 CL'G 9'4 CL'G i O M I 13'-0" 4" 12'-0" x xv I 4' 7„ 4'-6" 8'-2 9002 4'-6" S-7" x ro 4 348H EG 58 348H EGRESS 0 9'-5" 2'_6" 26'-0" A 2) 4V _V S-6" 3 -3' 4'_ 2' 900 E 2 t2-258t-0 M ASS COVER{ED r� JfyP�ATIO a � tra I 2' 2" 8" 12' 0" OD _ MASTER BRM - - _ -- 9'4' FLAT CL'Gs Ica �2 13'-0" E002 M. BRNPPs WALL LIVING ROOM 2-STORY GL'* \� 2'-4$' 3'-6" 2'- " I 11V (--ISOTT. d T SHELF • 9'-4° 4 " 3 I TOP 11'-4° y 6'-2" y em II ­ a WALL— OI2r--? — — 4" 4'-2" a 5' 10' 66 /A � e � _ OS� - o 0 MASTERBATH P W4 CL rWMT. h = DI qING ROOM N®01 I I 2 STORY CL'G 16° PC T SHELF �j I P011 i TOP 4 11'-4° 6„ 4'- " 2'-11" ,-2" 4x 1 llf-C 2'- „ 4" 1- LINE OF FL A� P 1N 9- 9°4 CVG OF i R 1 ACH o Km� 4'-6" I -8 s' 2" 5-8 J:::I ITCNEN O 1- 3080 K L. 3'4 CL'G W/ ARCH A180V K003 .� 6'-10" 0 Sw MTL PVW PM4 I Omom IV-0" v 2 0" 1 4" 1 4tj TE "o o I BREAKFAST GARAGE -o g,4 Ys up N f� SSSW it a+1 _ V-10° 5'-5" 2'- " y o �1 c9 F'013 "d. 8 PO16 13'_0"9®10 O.H. DOOR o----'— 8" -6 6'-s" THESE PLANS AND ALL P OPOS WOR ARE SUBJECT TO ANY CC RRECT C NS REQUIRED BY FIELD INS E CTOR T` MAY BE NECESSARY IN 0 RDER T COMPLY WITH ALL APPLICABLE DES, 5 -a, 10'-0" 2' 10" 3'-4" 9'-0" 2'-0" 26'-0" 168,-0" uj J p a T_ N x J Gp tXt r�. u www. GLEAssoula tes, com AA0002369 Asa 6 - JJJL 2-'92903 .R. QUINN TURNER Drawing Net Valid Unless Signed; Sealed & Dated By Registered Professional w ,3 z &J ® tea. ` In W + as 00 :E .: KOL.TER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, 11 34986 OFFICE: 772.468.4703 FAX: 772. 468. 4603 NO. REVISIONS DATE 5UILDINC 04 CASTL.EPINES TOLUNHOMES JOB N0. 03750-00104 ISSUE DATE: 07/28/03 D R A WN 6 Y: RNF C H E C K ED B Y: QT SH1EE-1 T ; T L E FLOOR PLAN SIIF,E'T N0, 2 ND FLOOR I=L AN ms.*L.a. vs - r - �• 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 POO& 60 SQ,IN, ELK VENT W/ SCREEN 1p FLR LEVEL P006 42° KNEE WALL P00-7 PLANT SHELF ABOVE P005 i'-6' WALL POVS MIRRORED P010 PANTRY W/ 5 SHELVES PO11 LINEN Wl 5 SHELVES P012 22, X 36' ATTIC ACCE5S W/ LIGHT 4 SWITCH POI3 1 1/2, X 5' WD. RAILING 4 2' PICKET ® 5' O.G. P014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE Poll CABINET ABOVE P015 5' CEILING POTS TEMPER GLASS BOOT RECESS MEDICINE CABINET 5002 MARBLE SHELF E003 CULTURE MARBLE ROMAN TUB B004 CUI-TURF MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL BOO& KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K006 DISHWASHER EOBI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT EOO6 WHIRLPOOL PUMP E00-1 CENTRAL VACUMN EOOS AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS w 12' O.G. $002 BRN'G WALL WD. STUDS s 16° O.G. emu{ 3 GENERAL NOTES 1, 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. i. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 5. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W1 BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND SINKS COMPLY WITH THE STANDAR FLUM51NG 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.'i SQ.FT. 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. *2 Flo =1000 AREA CALCULATION E" LIVING AREA A/C 1530 SQ. FT. GARAGE 230 5Q. FT, COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ, FT. A-2.4 % SCALE: 1 %4"= i '-0 Y wm m� 1G m MODEL E MODEL D MODEL C SCALE: 0 7a fill �-4i aIZ:)E 'E' F-LEE 71ON SCALE, 1/25, V - ®• b 6 t i a YWWIWM•W.. 1 6� _. MODEL E rx r roe clDew M. MODEL C MODEL b MODEL D MODEL C ELE\w/�471C) .l 1/8 • . V - m• 6 t SCALE: ^ a 6 MODEL C MODEL D SCALE: 1/0 ` . V - 0• a 1 70 1 1 MODEL E TYi4fK M OtAi.�l/rI..�P �i►��itiltA 11�11in, f6161�1�Ad�.1.IMd�R. IMCIA ea wnwwwt tna MODEL E THESE PLANS AND ALL PPOPO'M WORK ARE SUBJECT TO ANY CORRECTIONS REOUIREO BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODS, 'W ME ME Ildr, E UNIT C a Ca T BATH 2 BEDROOM 2 R 24° C%= FYA% l my �. a LPA1110) a WANC DINING KITCHEN BREAKFAST SECTION 5EE CT I G7N UNIT D UNIT `E' m j fi A-3,1 SCALE: 1 /'C-1 ' 0" 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, n r LLJO� u'a o] 7. O q. I N ¢ rx w J CC} IX"1 ui cn z-; a n . z < K) N T7 www. GLEAssaciat es.ca. r; AA,0002368 JUL 2 9-2003 R. QUINN TUIRNEN Drawing Not Valid Untess Signed, Sealed & Daked By Registered Pre`e.sional LgLI Nm k I a06q=q co saaserR a I-- q '> n , A co ppipp,w a,^ E,1: g CLsvzttd y4� KOLTER SIGNATURE HOMES 2160 NW RES_RVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NC1. REVISIONS DATE Immmmm CAS"I'LEFINE9 "TOLL N OMES J 0 8 N0. ISSUE DATE: 07/28/03 D R A WN €3 Y: RNF C H E C K E D B Y QT S H E E T T I T L E EXTERIOR ELEVATION S H E E T N 0. 4 Mm Df) CONNECTION DETAIL 1 TOP OF WALL @ 9'--4' A.F.F. TOP OF WALL @ 10'-0' A.F,F.. �J TOP OF WALL @ 13'-6 3/4' A,F�F, TOP OF WALL @ 20'-S' A.F.F. l FLAT CEILING @ 10'-0' A:F.F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE • I. -WI WrEEV WLSIEG pWI�/AD6® E4 SIDE OF TPo10e fRA'�'BOLTBTo MAeT&Wg, 3141 Me THft-MOLTS 04) led E.S. PA6TEN SIDE PLATE WNJ) S14' Me THPoJ-MOLTS NOTE '2. 'SEMOO' 6GP2 NOTE. TYPICAL STRAP ANCHOR TO MA6CIJRY /LINO) 6EMC0 TAPR2IS (10) Dal E.S. MAX aL. - 13W EA STRAP ALL HANGERS LUS26 U.O.N. 2nc 1 f = L N UPLIFT/CONNECTOR NAILING SCHEDULE TYPICAL UPLIFT SEMCO MODEL 40. OF 10d NAILS REMARKS 450 TAPR216 4 550 TAPR216 4 800 TAPR216 5 1100 TAPR216 .9 1339 TAPR216 10 P400 TAPR276 10 STRAPS W a NAILS EA. 550 RTPGA616 4 2A.8 NAILS A. I 620 TAPR216 4 2840 TAPR216 10 2 STRAP10 N°ILS EA. 350 TAPR216 4 1600 TAPR216 10 870 TAPR216 6 400 TAPR216 4 3220 TAPR216 14 2 STRAPS W/14 NAILSEA. 1440 TAPR218 10 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: -En`cfove Exposure a egory ® 1.00 G dmq 'T"yyppe +a End/Camor Zone Width { )43ft Importance Factor { I)) a Basic "Ind Spaod (V $ -125 mp Roof Angle (o) - 23 deg Mean Roof He ht h �18 ftm Intemai Pres. Caeff, GC1 R 0.18 Design Output: Camponen oof Pres6ures P Wal rm res Effe'd-1 Wind Area me or o (Zone 9 a nd one (Zana 2) Lomor o I nteror a Laos (Zone 3 I (Zone 4 (Zeno 5 1919-L toe 200 _..SE''ll' #5 BAR T&B F z #3 0 12' O.C. THRU-OUT `z PRECAST LINTEL xiw a CONIC. FILL SOLID TO BOND BM COMPOSITE BEAM FOR JOIST TOP 11 11'-4' 2X8 LEDGER FLOOR TRUSS WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. ■ .. r e e TOP OF WALL @ 10'-0' A.F,F. - CBL Ill '®(%F`z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4 MAYBE NECESSARY IN ORDER TO t . COMPLY WITH ALL APPLICABLE CODES. d UjrZ J d L!T V1 2 LiJ c}- J O X 2 m d � N www.GLEAssuciates.com AA0002369 Jai 2 9 2003 R, QUINN TURNER Drawing Not VaNd Unless Signed, ,Sealed & Dated By Registered ProY,-sswnoi L9 UJI CO - Uj .YYffi�.4 M fit? e r$> LU 0 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 i 0 B N O. 30 �"0-00104 ISSUE DATE: 07/28/03 D R A W N B Y: RNF CHECKED BY: QT SHEET TITLE x AN S H E E T N 0. sc,AL-fE. 1/a P 1' — O:IP. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN rYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS A� 450 TAPR216 4 550 TAPR216 4 800 TAPR216 5 \\t 1100 TAPR216 9 r1 1339 TAPR216 10 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. G 550 RTPGA816 4 26STRAPSEW/ NAS�H 620 TAPR216 4 ✓ 2840 TAPR216 10 2 STRAPS W1 10 NAILS EA. Oj 350 TAPR216 4 1500 TAPR216 10 VL 870 TAPR216 6 M 400 TAPR216 4 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 O 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure Category =D Importance Factor ( I =1.00 Basic Wind Speed ( v =125 mp Roof Height h --18 ft Building Type Enclosed End/Corner Zone Width ( a )4---Ft Roof Angle (e) = 23 deg Internal Pres. Coeff. GCPi = 0.18 __Mean Design Output: Roof Pressures PSF Wall Pressures PSF q Interior Zone (Zone 1) + - End Zone (Zone 2 + - Corner Zo (Zone 3 + einterior Zoe ((Zone 4 + - End one (Zone 5 + - 29 -46 -97 9 -97 51 -55 51 -68 27 - 5 27 -89 27 -- 9 48 -53 48 -63 23 -43 23 - 7 23 - 7 45 -50 45 -57 100 1 -4 21 -68 21 -68 43 -47 3 - 3 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 21 -42 21 - 8 2 -68 38 -4 38 -42 _1 op0 - - 0 Q tV LdJ 0 NOTE #5 BAR T&B #3 ® 12" O.C. THRU—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM 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 WALL @ 20'-8' A,F,F, OF FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE " 1. 'HUGHES' LLUC L/AD55 EA. SIDE OF TRU55 FASTEN BASE PLATE L/l2) 3/4' MB THRU-BOLTS I/2' BOLT TO M45. E.S. (14) IOd E.S. FASTEN SIDE PLATE L/(2) 3/4' MB THRU-BOLTS NOTE "2. '5EMCO' W-2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMC0 TAPR216 (10) Iod E.5. MAX U.L. = 1395 EA. 5TRAP ALL HANGERS LUS26 U.O.N. TOP @ 11V-4' FLOOR TRUSS TYPICAL FLOOR FOR JOIST -2X8 LEDGER WALL L EL END 0 TOP OF WALL @ 9'-4' A.F.F. M M . ■ . TOP OF WALL @ 10'-0' A,F.F, HIP ROOFS A IS M1 �1ft B Yea & mw ENTERUR ZGE ZW Lh REff ENO ZIX zm 31 Riff Vmm zow ZME 4 WML INTOW ZX ME E WALL ENO zm 6 REff AFdU c END/! mft'R rx VOTH SCALE: 1/4 7) = 1 '-0" I 17 —4 14 —D A m G 1 � } > N R Im I I(o 'a 24' O EA. STRAP i U \ \ A8 ° Ai \ \J cJ 3K cu m \ \ LO `0 7 / \ 11 i I J FG3 °uUGHE5" use — (2 MEMBER) PROVIDE (2) 3/4" EXP 5OLT5 INTO FILLED I'1A5 CELLS MAX UL Co920 U (10) 24" O.C. �Im� Ima EA, srRAP NOTE " 2 L J L L L J J NOTE 12J " L NOT °1 LEG FGl AWN C —P 9' ' 4BE RING 7 \ M U C4 11 HGUS VJ3 a [ - 4NTE ° c v C v20 1 1 1/' V 1 J L J L J L J L J L J L J L J L 1 D2 2-PLY — ('A) J3D C U 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. O Uj I 1`' u m ¢ x e 0 LL 0 www.GLEAssociates.co.m JU -24-403 R. QUINN,. Tuf2NFfY. Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional j Uj ' L) 00 'I $g ryh ., Nrtcr 00 dmw• L4SnF,9�^ M�� gelt co Uj CL t Cn KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772, 468.4603 NO. REVISIONS DATE , [00/03 0 a00-0 ISSUE DATE: 07/28/03 DRAWN BY: RNF C H E C K E D Q Y: QT S H E E T T I T L E TES PLAN SHEET N0, 0 a00-0 ISSUE DATE: 07/28/03 DRAWN BY: RNF C H E C K E D Q Y: QT S H E E T T I T L E TES PLAN SHEET N0, FOR JOIST TOP @ 11'-4' 2X8 LEDGER FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER 81BLDCK BEARING WALL. TYPICAL FLOOR DETAIL SCALE, 3/41=110" WALL LEGEND 71 TOP OF WALL @ 9'-4' AF,F, ex x`R:.-I TOP OF WALL @ 10'-0' A.F,F, /H �P R00_FS UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO, OF 10d NAILS REMARKS A 450 TAPR216 4 �B 550 TAPR216 4 C 800 TAPR216 5 0 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 1 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. E350 TAPR216 4 K 1500 TAPR216 10 LE 870 TAPR216 6 M 400 TAPR216 4 N .3220 TAPR216 14 14 NAIPS N1 LS EA, 0 1440 TAPR216 10 Q 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Category =D Importance Factor ( 1 =1.00 Bosic Wind Speed (V � =125 mp Mean Roof Hei ht h =18 ft Building Type = noose End/Corner Zone Width ( a )4�t Roof Angle ( e ) = 23 deg Internal Pres. Coeff. GC ! = 0.18 Design Output. Component Roof Pressures PSF Wall Pressures PSF Effective Wind Area SO.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - orner Zonifliriterlor ((Zone 3 + - Zoie7nd (Zone 4 + - zone ((Zone 5 + - 0 29 -45 29 - 7 29 -97 5 -5 ---M -68 20 - 9 2 7 -8 48 4 -63 50 23 -4 23 -77 -7 45 100 21 -42 1 - 1 - 8 4 -4 4 -53 200 1 - 21 - 8 2 -68 41 -45 41 -4 500 2 -42 21 - 21 - -42 -42 1000 - - - - � %111111�. & BAR i �F�� 5k _ —PRECAST CONC.SOLID BOND BM COMPOSITEBEAM 0 NOTE 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 . L 'WKsHES' ULUC W/AD55 EA, SIDE OF TRU53 FASTEN BASE Pt,ATE W/(2) 3/4° MB THRU-BOLTS I/2° BOLT TO MA ME E.5. (14) 1Od E.S. FASTEN SIDE PLATE W/(2) 3/4' ME, THRU-50LT5 NOTE • 2. '5EMCO' e6P2 NOTE: TYPICAL STRAP ANCHOR TO M45ONRl'(UNO) 5EMCO TAPR21r (10) led E.S. MAX U.L. = 1395 EA STRAP ALL HANGERS LUS26 U.O.N. GU —V 13'-4" 1298" TOP OF 15M. a 11-4' 8X24 CONCRETE BEAM BTM, @ 9'- ' ` — x x x C.Y x x �f fU x x x _ x x x x 24' DUCT CHASE x x E�7Ca. IN CON ILLEr� TEY' Ln 86 B DBL. 2X6 LEDGER TOP @ 11'-0 � x x x X x X 61, x x x GTC Ax x FL9 x BL., 8 LEDGER TOP @ 11'-0 1/2' x x x L r x X ODD SPACE x x x x x x x x x (U J r L x D x x x x x x J ti x x 6 x 14 N x I x ? x x 8X24 CONCRETE BEAM BTM, @ 9'-4' I O HEDEL C„ C m ( l I ea %ollilig ■ laffmaw 11 NO ALL PROPOSED WORK C ANY CORRECTIONS ELD INSPECTORS THAT ARY IN ORDER TO ' -LAPPLICABLE CODES. AA0002369 JUL 2 -9 2- 03 R. QUINN TtlRNF_R Drawing Nat Valid Unless Signed, Seoled & Dated Ey Registered Professlonol U LIJ 01) 00 n U. 00 t ILn _ �@ reap .� Lt r z,;: I CLIENT: I KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE 003750-00104 ISSUE DATE: 07/28/03 DRAWN BY; RNF CHECKED BY: QT S H E E T T I :. 1_ E S H E E T N 0. A-4.2 j SCALE: 1 /4"=1 '-0" I r UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO, OF 10d NAILS REMARKS O450 TAPR216 4 B 550 TAPR216 4 C 800 TAPR216 5 D 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 i 2840 TAPR216 10 2 STRAPS W/ 70 NAILS EA. (1 350 TAPR216 4 K 1500 TAPR216 10 0 870 TAPR216 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 Importance Factor (I =L00 Basic Wind Speed (V =925 mp Mean Roof Hei Building Type Enclosed £nd/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg ernal Pres. Coeff. GC i = 0.18 Design Output: Componeni Roof Pressures all Pressures PSF Effective Wind Area S0. T. Intor Zo4e (Zone 1) + - End Zone (Zone 2 + - Corner oeinterfor (Zone 3 + Zone (Zone 4 + - End Zone (Zone 5 + - -4 1 1 - % 50 -4 -77 - 7 100 -42 21 1 68 4 -53 200 1 - 1 4 - - ®00 00 1 _ - - - - _ #5 BAR T&B #3 0 12" O.C. THRU-OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM NW-\\—:SNs TOP O 0 ::.... FLAT CEILING @ 10'-0' A,F,F, 25/12 CATHEDRAL CEILING NOTE NOTE • I. 'HUGF4E5' UAUUC W/4055 EA. SIDE OF TRU55 1FA M-BOLTS5OB/O ASES (14) 10d E.S. FASTEN SIDE PLATE U1/(2) 3/4' ME, T44RU-50LTS NOTE • 2. 'SEMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) 10d ES, MAX U.L. = 13S5 EA. STRAP ALL HANGERS LUS26 U.O.N. WALL LEGEND [� TOP OF WALL @ 9'-4' A,F,F, Ix-_x--X--%--X-;x-- TOP OF WALL @ 10'-0' A,F,F, WALLS 13'-0" 13'-0" I N TRAY OPTION L%z /8X2 41 3 16" DEEP FLAT R—D.B M, 2 - 13 " x X x X x X 13'-0" - . T 7 x % x F- x x W x x x x x x x FL22 x x x _. - x x a FL21 x x x x x x EDGAR ANCHORED TO MAS WALL rx IN CON , iLLED CELLS WITH 5/8' RED HEAD x WEDGE LTS AT 12' O.G. STAGGER TOP AND 501-TOM � We5b6t IPIIN x EMBD • 2-3/4' INTO MAS x x % BRN'G WALL. M DDt x x BELOW CD x x x x x x 4 2" x x x x x FL19 x x x x x FL18 .'x: x x r L N 1- L34 FL17 x X X x Cl o x x F- x (n x x x L F03 x X cx x DRL, 2X8 LEDGER TOP @ III-0 II/ x 24' DUCT CHASE- u1 x x x X x a F- =� x % 8 LEDGER TOP FL13 - F G 2 1 I MODEL D// o n n A-4.3 SCALE. 1/4 91=1 9—oI; a 7 J Q 111 O � b- m�,;�..1 Q o e, I -a 0 �v Ta I www.GLEAssociates. corn AA0002369 JUL-2l 2003' R. DUINN TURNER Drowing Not Volid Unless Signad, Seoled Pa Dated By Regixtered Professional Uj l is y, CID k 00 n 00 00 Up ,t a `' a 7 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL. 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATI r,A6TLEFINE8 TOIJUINHOMIF8 I S SU E D A TE: 07/28/03 DRAWN BY: RNF C H E C K E I) B Y: OT S H E E T T I' i_ E TRUSS PLAN SHEET N0, A w-w 4.3 1' [_ 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. ROOM TOP OF WALL @ 20'—B" A,F,F, FLAT CEILING @ 10'-0" A,F,F, 2,5/12 CATHEDRAL CEILING NOTE NOTE " I, "HUGHES" WWUG W/AD55 EA, SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4" P15 THRU-BOLTS 1/2' BOLT TO MAS. E.S. (14) 1Od E.S. FASTEN SIDE PLATE W/(2) 3/4' i"IB THRU-BOLTS NOTE » 2. '5EMCO' S@P2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR210 (10) 10d E.5. MAX U.L. = 13S5 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP @ 11'-4" FOR JOIST EX8 LEDGER B» BLOCK BEARING WALL FLOOR TRUSS BTM. @ 91::t FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL LEGEND TOP OF WALL @' 9'-4` A.F,F', -% TOP OF' WALL @ 10'-0' A,F,F, Phe GAQLE NIP ROOFS WALLS _$ Z%E U my fNTEM ZIM MK a ow END roc ZIX a MW ClF7a me ZX 4- WLL NIVOR Zits ZONE S WALL END ZONE o RUF MOLE ® FSdO corn ZONE WIDM UPLIFT /CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODE!_ NO. OF 10d NAILS REMARKS A 450 TAPR216 4 B 550 TAPR216 4 C 300 TAPR216 5 0 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 0 2 STRNAAPS W 6 ILS EA. G J 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA, H 620 TAPR216 4 G10 2840 TAPR216 10 2 STRAPS W/ NAILS EA. DJ 350 TAPR216 4 1500 TAPR216 10 �K L 7 870 TAPR216 6 M 400 TAPR216 4 O 3220 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 a egory = Importance Factor (I =1.00 Basic Wind Speed (V =i 25 mp Mean Roof Height h =48 ft Bullding Type = Enclosed End/Corner Zone Width (a )4t Roof Angle ( E1) = 23 deg Internal Pres. Coeff. GCPI = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior o (Zone 1) + - e End one (Zone 2 + - Corner o (Zone 3 + - ein e-rlor o (Zone 4 + - e End one (Zone 5� + 10 29 -46 9 - -9 5 -55 1 --68 20 2 -4 2 - 9 2 - 9 48 - 3 4 -63 50 -4 -77 3 - 7 4 -5 45 - 100 - 2 -68 2 -6 4 -4 43 - 3 200 2 - 2 1 21 - 8 4 -45 4 -48 500 -42 2 -68 2 -68 8 -4 38 -42, 1000 - - -i 1i1 c� E� COMPOSITE BEAM BAR T&B @ 12" O,C, THRU—OUT CAST LINTEL IC. FILL SOLID TO BOND BM IED iS 1'0 ra Uj 5a� n cn In z L;i �- o x _ o cL! 0 h vnvw. GLEAssociotes.cclrn AA0002369 JUL 2 9:2003 �,ffiKOz2.... R.- 4KR AA1'lER..4��m � Drawing Nat..yolId.lntess Signed, Sealed. & Dated By Registered Professional LU I iM i LU CLIENT: KOLTER SIONATLRE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL. 34986 OFFICE: 772. 468. 4703 FAX: 772.466.460:3 NO, REVISIONS DAT 5UILUING 9$ 4 m J 0 3 N O. 013 150 DATE: 07/28/03 DR AWN BY: RNF CHECKED BY: QT AT SHEET TITLE :s PLAN. S H E E T N 0. AwAA 0 PRECAST CC NC. COL. 5y St.-OCNT.. 2 i S STfWCT. STEEL BARS YSRT. TIED TO FOOTING PAC FILLED HALF COL. UA4F-iW SHOW (NON STRi1CTUps) ALL PRE -CAST COL. BY SU5-CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL, FINISHED CLG 1/2' GW5 2x STUDS a 24' O.C, A.H.U. 5/6' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER 3 LOC, TOP 4 50T, 2x 4 STUDS 0 24' O.G. 4- 16ai NAILS PER CONNEC. FINISHED FLOOR NOTES SEE A/APILRAN FOR LOC OF DUCTS RETUR I' x 3' PRESS. TREATED EXTERIOR WINDOW 5UCK5 APPLIED TO EXT. MAS, W/ Zee X 1 1/2, $M 6" O.G. ALL WINDOWS INSTALLATION 51-IALL FOLLOW MANUF. SPEC IF ICATIONS. a' x 16' CONC, SEAM BLOCK a' x 12" CONC. COL. w/ (4) 05 4 03 TIES 0 12' O.C. (1) BAR VERT. HE IGsHT Ci4ANGETAL FACE OF STUD OR SU55TRATE GYP BD WD BASE- SEE FINISH SCH -- (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SOW — ACOUS SEALANT STUCCO SEALANT ANCHOR TO MASONRY WITH (3) "'" R.H. WEC 1/4' STE SIDE AND BOTTOM THRU BOLT WITH (2) 1/2' e BOLTS TO GIRDER TRUSSES :IFY WITH TIE ANCHOR FOR PATIO CiIROER TfRUe5 TO t41Ae0NfKT' (FILL BLOCK COL'S SOLID WITH CONC.) -- FILLED CELL W/ (1) ISJ ^,. EA SIDE JAMS (TYP) STUCCO ,� ; ,• ^ ' " LAG SCREW PER .•'s MFG DATA WOOD DR TRIM (PT) 2" X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/6' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3a36, MIN EM5D 1 1/2' PULLOUT 4100 P51 SHEAR 5000 PSI FIRST ANCHOR 12' A50 F.F. MAX SPACING BTWN ANCHORS 36' ANCHOR DOOR JAMB TO BUCK WITH (2) 010, 1' FROM EACH END, 24' O.C. 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 l' DOORS AND 4 ANCH PER JAMS FOR S' DOORS 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-O' O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2' X 6' P.T. --- 1/2' REDHEAD 45' O.C. TYPICAL, 2 X 8(6) VERT STUDS AT 16' OC PROVIDE DBL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN a X a X 16 BOND BEAM CONC FILLED WITH (1) i/ 5 CONT REFER TO SHEET A-1 FOR ROOOF NOTES 2' X 4' OVER DROP GABLE FOR OVERHANG OVER S' X a FASCIA X 6' VERT. a 24' O.C. GABLE END TRUSS MTL. STRAP a 24' O.C. 1/2' EXT. GRADE PLYWOOD ELEV. 20'-5' GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING STWM PROVIDE 5/6' EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND 5/6' STUCCO FACING ELEV. lrol-4" STRAP EACH TRUSS TO 05L TOP PL OR ALIGNED VERT STUD ANCH WITH (a) 10d GALV COM STRAP EACH VERT STUD (5) 106 GAL,V COM EA STRAP TOP AND SOT EACH VERT STUD NOT ALIGNED WITH TRU ,5 A50 ATTACH 2X8 PT' CONTSILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONC 2/1/29 OR ANCHOR WITH HILTI SOM-12-536 PIN (METRO DADE PROD APP NO SO-120a.1(89) PROVIDE (2) PIN5 STUN EACH "STUD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORREC11ONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, rw00 ,r tro _ 0�.�a, w w cn < G " ors w ^i www. CLEAssodotes. corn AA0002369 Y^� JUL 2 5-2003 R. QUINN 'TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional , ^ r Q0ccpps� �. j :^ @" YY3' '¢ � cn 6" rSQti: µ— zs °' A m� u X 40 KOLTER SiuNATURE 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. '375 ISSUE DA T E: 07/28/03 DRAWN BY: RNF CHECKED BY: OT SHEET TI_(L E 'A S. C 4� ^ L S HE E T N O. A 5L 0 GYPSUM WALLBOARD--- .___...__. MIN. R-11 INSULATION (IF APPLICABLE) PROVIDE RRI CANE SEMCO RAP ATT EACH STUD MTL FASTEN TO FACE OF STUD W/(3) 1&d NAILS 4 TO DBL SILL PLATE W/(2) 166 NAILS 4 TO CONT. CANT BLOCK W/(3) I&d NAILS 4 TO TRUSS W/(&i 6d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (& TOTAL) CONTINUOUS CANT BLOCK---' TRUSS BOTTOM CHORD— -- J BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEADER 4 JAMB SHOT TO MAS. W/3"x .140' DIA HILTI SHOTS a 12' O.G. TYP WINDOW OR OPEN'G 2x-4 ON FLA1 o 24' O.C. TYP \\\\\\ 5/6' CDX PLYWD. NAILED W/ Sol NAILS w &' O.C. 2x 4 HORIZ. a 6' O.C. GU TO FORM RADIUS OF AR 6x COL OR FILL'D CELL EA. SIDE OF OPEN'Cs SEE PLAN FAIq yip - +_ice TYPICAL MASONARY BOND BEAM CONCRETE - LINTEL 'CASTCRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND AND FILLING, IF REGYD. CONCRETE BLOCK WALL---q:;:f MIN W/ CONIC E BOTTOM OF - —� NOTE: fi00TER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) LINTEL DETAIL oil CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X Fi CONTINUOUS TOP PLATE 5/0' EXP I PLYWD SHEATH'G W/6d • 6' O'C. EDGP 4 FIELD 4' O.C. w CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS W/(6) 10d NAILS 5/3' STUCCO OVER PAPER BACKED MTL TOP AND BOT. FASTEN WITH (6)10d NAILS 2 X 6 WD STUDS %v 16" C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/6' IN'DIA. W/MIN 2 NAILS PER SCa. FT. I91 IX4WONTINUOUS CONC. TIE SEAM PROVIDE 'SEMCO" TAP32 (EMBEDMENT 5' MIN.) TOP2PLATENAILS TO PROVIDE 'SEMCO' TPP& AILS (4 EACH SIDE) 2x& WD. FRAME WALL (STUDS ® 16' O.C,) 2x& PLATE PROVIDE 300 FEL.T MOISTURE BARRIIER 1/2' ANCHOR BOLTS a 24' O.C. MAX. (EMBEDMENT 3' MIN.) W/ 'SEMCO' ABPW3 3x3x 1/4' WASHER axe CONIC. FILLED CELL W/ (1) +5 R.B. VERT. CONT, TYPICAL CONC, BLOCK WALL 122-1001, 1 IGH RIB METAL LATH ;EEN VENTS Q 5' OC NON BEARING INTERIOR WALLS 3 5/6" OR &' G:ALV METAL STUDS 0 24' OC 1/2' GYP WALL BOARD EACH SIDE R-II/R-19 BATT INSUL WHERE INDICATED ON PLANS WALL, SECTION PLATE SEMCO TFP(X) 'U' STRAP WITH (3) 8d COM EA. SIDE (TYf FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE TOP PLATE ANCHOR AT EACH STUD .— SCHED. AISOVE. 16EMCO RTP 15024 WITH (6) 16d COM E.E. ---- WOOD HEADER (DIMENSIONS VARY) SEMCO RTP 16524 WITH ('1) 16d COM E.E. w EA. STUD STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2 -2X CONT. TOP PLATE 2 X F.S. 2 X WOOD STUDS is 1&' O.O. 5/6' TYPE 'X' Gyp. WALL BOARD BOTH SIDE 2X P.T. BASE PL, W/ 1/21X 1' LONG KWIK-BOLTS 0 46' O.C. OR TOP PLATE ANCHOR 311 x .300 SST/REDHEAD AT EACH STUD AS POWER FASTENERS 0I524 SDC MUD SILL 12' O.C. BEAfRING UJAL.L DE.T IL S PRE-FAB WD. TRUSS FIRM. TRUSS MANUF'D.SPACE ®24' O.0 2 X TRUSS BRACING ATTACH'D TO TOP OF 130T. CHORD W/ (2) I6d NAILS PER TRUSS, PROVIDE SEMCO TAPR216 GAL HURR STRAP F.sENT OVER TOP CHORD C'sF TRUSS AND NAILED W/ (8) NAILS AND FASTENED TO TB. W/ 3 KWICK- CON 11 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND 5M TYP. 8' CMU. WALL EDGE NAILING ,. INTERMEDIATE NAILING a 50UNDRY NAILING + CORNER NAILING 12 5.5 e PRECAST LINTEL BM.., TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD I X 2 PT WOOD FURRIN 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL; REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEV.10'-1' RAISED STUCCO BANDS REFER TO ELEVATIONS SCALE: 11/2' _ T WALL SECTION ALT. T USS 5TSA 3/1& X 3- V4' TAPCONSGREWS AT 24' O.C. MAX 1 X 3 PT NAILER 4T HESE PLANS AND ALL PROPOSED WORK _RE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 1 COMPLY WITH ALL APPLICABLE CODES, LOU O CG 4J O J Z W d C R x S <L 0 ww w, GLEAssodo tes. cor n AA0002.369 JUL29M3 R. QUINN TURNER Growing Not Valid Unless Signed, Sealed & Dated By Registered Professional 4l ul _ fLu L) e 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 J013 N0 03750-00104 ISSUE 0ATE: 07j2c3/03 DRAWN 9Y: RNF CHECKED BY: QT S H E E T 1 I T L E DETAa / SK-111ONS S H E E T N 0. METAL TRUSS ANCHORS EA, END EA, TRUSS R-19 INSULATION MIN. TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL. BOARD ❑N PRE FAB ROOF TRUSSES 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 TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O.C. MAX 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES 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 ELE V 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 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 BEAM 20'-8" 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; PICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK 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, T • uB--EAM-•l9 10'-8" AS SCHEDULED HEIGHT _++9'-4' CHEDULED W CONSTRUCTION 8'X16" POURED CONC TIE BEAM W/ (2) #5 REBAR TOP (2) #5 REBAR BOTTOM CONT #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK 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 .14 TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4" CONIC 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 eTO Y TYfiFICAL WALL 6ECTION (END) WALL SECTION USED ON "C" 4 "D" MODELS 2'x8' WD• HANDRAIL 1 WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM -� z 2'X12' WAD. STRII 4"x4'x4'xl/4 CLIP L W/5/8'x4" WEDGE ANCHOR <TYP. BOTH SIDES OF STRINGER) R TRUSS L BRACKET W/2-1/4" BOLTS P 1'X RISER 2"xI2' WD• TREAD \2 LAYERS OF' TYPE 'X" DRYWALL ON WALL AND CEILING UNDER STAIRS 4" WALL WITH DRYWALL ON BATHSIDE TAPE AND SEALED WOOD HANDRA WOOD PICKETS SPAC. TO REJECT 4" OBJEC INTERIOR &TAIP DETAILS USED ON "C" 4 ''D" MODELS 1X8 SKIRT METAL TRUSS ANCHORS EA, END EA, TRUSS R-19 INSULATION MIN, TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2" GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24" OC. PROVIDE R--3 WALL INSULATION ALL EXTERIOR WALLS 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 SEE PL__A__N__..S....��. AS SCHEDULED 2 X 8 SUB FASCIA i X 6 WOOD FASCIA I X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS 5/8' STUCCO ❑VER HIGH RIB METAL LATH PROVIDE ALUM. SCREEN VENTS @ 8' OC IN SOFFIT SINGLE BOND BEAM W/ (ll #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 BLK 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. BASE- SEE FINISH SCH Elp SLAB AND FOOTING SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEV.O" . " ' °,• 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 STORY T`rFICAL WALL SECTION (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 CONC TIE BEAM W/ (2) #5 RB TOP (2) #5 RB BOTTOM CONT. TYPICAL TIE BEAM CONSTRUCTION R-19 INSULATION MIN —/ TYP INT CLG CONSTRUCTION 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP 5'-0' O,C• MAX NOTE, 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 CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' ❑C. 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 TOP OF BEAM `sm_e BOND BEAM W/ (1) #5 CONTAS SCHEDULED TYPICAL INT. BLK WALL CONSTRUCTION UL TEST NO, U905 RATED - - —___ BE•- �M--qr lm,a�, AS SCHEDULED BOND BEAM W/ (1) #5 CONT @ +8'-V TYPICAL INT, BLK WALL CONSTRUCTION 8" X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, TYf=(CAL PARTY WALL (1" iIDDLE) WALL SECTION USED ON (A, C, D, E, G, 4 �4) MODELS ELE V,V EXPANSION 1 / L, SPAN # 5 @ 6" O.C. STRIP (1) #5 REBAR NOSING 'TYP. REINFORCING OVERLAP REBAR ® PANEL. ANCHOR 24' AND TIE 1 „ MORTAR THESE PLANS AND ALL PROPOSED WORK • SEALANT #5 REBAR 2"TOP & ARE SUBJECT TO ANY CORRECTIONS #5 6"BOTTOM SPACER REQUIRED BY FIELD INSPECTORS THAT MAY BE NECSARY IN ORDER TO 1— — EQUALLY SPACED ep GLASS COMPLY W TH ALL APPLICABLE CODES #4 REBAR @ BLOCK 10' O C, \ •� z • GLASS BLOCK SHALL BE INSTALL_ 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 TYPICAL SLAB CONSTRUCTION— HOT DIPPED GALV. STEEL WIRES <9) GA OR WIRES 4" CONC SLAB W/ 6X6 1010 WWM AT 8" O.C. MAX, ON 6 MIL VAPOR BARRIER OVER USE TYPE S MORTAR CHEMICALLY TREATED SOIL 44" X 44' X 12" CONC. COMPACTED TO 2500 PSF MIN STAIR PAD W/ (S) GLASS BLOCK SHALL CONFORM TO S,F •B,C, 2704.10 OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS T° F. GLA68 5LOCK DETAIL USED ON "C" MODELS N.T.Q. 00T N-1 Q� 00 S _ r tfi O H G L� i f fir✓ V '2 I www.Ct EAssor.iotes corn AA0002369 v. JUL 292003 R. OURN TURNER Drawing Not Valid Unless Signed, Sealed & Doted. By Registered Protieesionol UJ 00 " a 9'*..Lp- 0 t4tR „ RAI) LIU Lu S 1. ` -j Lu to KOLTER SIGNATURE' HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL, 34986 OFFICE: 772.458.4703 FAX: 772.468, 4603 NO. REVISIONS DATE JOB N0. -00104 ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED B Y: OT SHEEN TITLE Es AIL. TT O , S1-1EET NC Y Y 1 ELECTRICAL PANEL rr1r11Y � EE LOAD CALCULATION A/C ® 100 % 1.5 KuJS FIRST 10 KlU.9. 0 100% --- 10.0 KWS REMAINDER 6 40% 11.9 KWS 41.2- i1.9. 29.1 X A. 11.9 TOTAL. 29.4 KWS 29A KWS X 1000 m 122 AMPS 240 PROVIDE: 1a0 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1663 SOFT. X 3 WTS/60FT, m 5.0 KWS low '7D E L r ■� e C3 LOAD CALCULATION .AlC +D 100 % 1S KWS FIRST 10 KW& 0 100% 10.0 KWS REMAINDER 0 40% 10.1 KWS 46.1--20. 26.1 XA. 10.1 TOTAL 202 KWS V* KUIB X 1000 m 119 AMPS 240 PROVIDE: I" AMPS. SERVICE GENERAL LIGHTING CALCULATION 149a &2FT. X 3 wTS/SOFT. 49 KWS 1000 III I" 3-1/0 T" W. IN 1 V2' CON. I °4 TLDW Cu TO 24/9' x a' LOWS GROUND DRIVEN ROD PER NE.C." C.ut ELECT IICA L RISER DIAGRAM (N.T.S.) L E ELECTRICAL LEGEND {}- SURFACE MOUNTED LIGHT C;RM BREAKER PANEL . Al- WALL M ^WNTED LIGHT (el ELECTRIC METER ® RECESSED HIGH HAT 0A MAIN DISECHWICT PMRJ RECESSED WATER PROOF LIGHT �.I DEDCATED DISCONNECT PANEL VPLpJ SURFACE N[IMTED FLUORESCENT FIXTURE --� ISLU WIRE TELEP pXJNi JACK RECESSECED FLUORESCENT FIXTURE fyi JACK s�ppy� ��jj NEAT LAMP! EXHAUST FAN COMBINATttDJ LJ TELEVISION tyy�{JD FLOOD LIGHT � tNTERCpN Cj SECURITY SYSTEM .Ir.``�ryry GD JGNCTIIiN Dims EXHAUST PAN lJ CHIMES TRACK LIGHTING FIXTURE �T THERMOSTAT SWITCH TMER RELAY 3 WAY SWTCH ( SMOXE DETECTOR 4 WAY SWITCH .,{� GARAGE Sam WSWR +qF• DIMMER SNITCH DI PADDLE FAN ^O PUSH B11TON-GARAGE DRpPENER -O PUSH DUTTDN-GARAGE M OPENER 4'r TIME SWITCH `��.J' 4A WEATHER PROOF SWITCH WADRUPLEX RECEPTACLE a- DEDICATED RECEPTACLE FLpDR RECEPTACLE � B1w.EX RECEPTACLE 1M1/180 SWITCH ACTIVATED RECEPTACLE 0-$ WEATHER PROOF RECEPTACLE ® ERD-VOLT RECEPTACLE &6 MGM, FAULT INTERRUPTER RECEPTACLE AIM TRIC ' PLj r ELECTRICAL PANEL 0 m® oB�■ LOAD CALCULATION A/G 100 1.5 KWS FIRST 10 KWS. w 100% — 1010 K1113 REMAINDER aD 40% 122 KUS 41A- 115. 30,3 X A - 12.2 TOTAL 2Y11 KUS 2%1 KWS X 1000 m 124 AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 FDCt. FT. X 3 WTS/SOFT. m 1000 5fr K(IJ MODES 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. -- o ui � in ,. inzryid o x Q www. CLEAssociotes. corn AA0002369 JUL 292003 R. QUINN TURNER Drawing. Not Voiid Unless Signed, Sealed & (Sated By Registered Professional uj Lu 071 co M CIO w. ZJ 3 _9pKicAr .. u Ul $ +�' pg�y „- CLIENT. KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT Sl. LUCIE, FL 34986 OFFICE 772.468,4703 I FAX. `T72,468.460'i NO. REVISIONS DATE C, A rLIEPI'NE S TOti,N140M S JOB NO, 37 0- ' ISSUE D A T1. 07/'LP/03 DRAWN BY: RNI= C HE C K E D B Y: OT SfIEET TITLE LEC"TR PLAN S H E E I N 0. G ELECTRICAL PANEL _ Y NO 7PROL IPE KW -� DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE I 3 2/501B AIR HANDLER a 6 2 4 _ 5 2/50 A/C COMP. -- " 8 6 2 12.0 RANGE a6 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10F2/2 12 5.0 DRYER MO II Inc 1.0 REFRIGERATOR 012 13 1/20 1.5 MICROWAVE (OPT.) 412 14 I6 4.5 HOTWATER NEATER 00 15 1/20 1.5 WASHER M2 it 1/20 1.5 SMALL APPLIANCES (GFI) 012 18 0.5 INTERCOM OUTLET (OPT.) 412 I9 V20 1.5 SMALL APPLIANCES 012 20 1/20 1.51 SMALL APPLIANCES 012 21 1/15 4S GENERAL LIGHTING 014 22 IA5 GENERAL LIGHTING (WI) 014 23 24 IA5 GENERAL LIGHTNG 014 25 26 2'1 25 _ - 26 -;,—V —�-� I 31 32 33 1/20 12 FAN OUTLETS 012 34 35 1/20 1,0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. 012 31 SMALL APPLIANCES (WI) 38 1/20 - SMOKE DETECT, 4 BATWFQMA LIG TM2 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL232 KW. CONNECTED LOAM ¢61 KIU. SUlSTOTAL2?� Ka LOAD CALCULATION A/C -2 100 51. ___ 1.5 KWS FIRST 10 KWS. 6 100% 10,0 KWS REMAINDER Si 40% 10.1 KWS 46.1 - 20 = 26.1 X .4 = 10.1 TOTAL 26•2 KWS 31'ro KWS X 1000 116 = AMPS 240 PROVIDE: 150 AMPS• SERVICE GENERAL LIGHTING CALCULATION t466 501=T. X 3 WTS/SQ.FT. -- _ 4.5 KWS 1000 ELECTRICAL_ LEGEND -� SURFACE MOUNTED LIGHT BREAKER PANEL r.,rr WALL MOUNTED LIGHT EQJ ELECTRIC METER ® RECESSED HIGH HAT Eli MAIN MAIN DISCONNECT PANEL FO, is DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE d0— SURFACE MOUNTED FLUORESCENT FIXTURE -d TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE F ®TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINAI"ION r, -� INTERCOM FLOOD LIGHT SECURITY SYSTEM .,O JUNCTION BOX S EXHAUST FAN DH CHIMES TRACK LIGHTING FIXTURE U THERMOSTAT SWITCH FV TIMER RELAY �M 3 WAY SWITCH ( SMOKE DETECTOR 4 WAY SWITCH GARAGE DOOR OPENER r�4in DIMMER SWITCH PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER -0 PUSH BUTTON -GARAGE DR OPENER -W TIME SWITCH WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE B' DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCI4 ACTIVATED RECEPTACLE 0=> WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE �=M GROUND FAULT INTERRUPTER RECEPTACLE 150 AMf SEF 3-1/0 TNWN CU. IN 1 1/2' CON, 1 1*4 T'HWN CU TO 2-5/6' X V LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T,S.) (TYPICAL) [ ",tgo], wi 41*1101 a — .� � SCALE: 1 /4"=1 ' -0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO t COMPLY WITH ALL APPLICABLE CODES.' www.GLEAssociotes.com AA0002369 Jk1k: �- J 2003 . R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Doted By Registered Professioncl cn UJ .o a o �_ 0.. 00 00 LO 0 -gr 0 �;; .. I ,,. Lu co a CD KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FI_ 34986 OFFICE: 772.468.470.3 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING 84 CASTLEPINES TOU NHOMES JOB NO. 3750-00104 ISSUE DATE: 07/28/03 D R A W N B Y: RNF CHECKED BY: OT SHEET TITLE ELECTRICAL LA S H E E T N 0. I r I 0 0 -ELECTRICAL ANEL A/C COMP� DISH WASI-ER/01SPOSAL F&EMIGERATOR MICROWAVE (OFT-) HOTWATER WEATER UJAS14ER SMALL APPLIANCES (C-PI) INTJEPC40M OUTLET eOPT.) SMALL APPLIANCES GENERAL LIGHTIWS; (GFI) WNERAL LIG44TIW2 SUJSTOTALI� TOTAL C4X41sECTED LOA0._5'_'-8�_K.0 LOAD CALCULATION A/C a 100 9. — 1B Kuj5 PIRST 10 KW9. 6 10090 — 10Z Kws REMAINDER 0 409. — 12-2 Ku;6 41.6 - 11.5 z 30.3 X .4 = 12,2 TOTAL 2e.1 KWS 21a.1 KLL15 X 1000 124 AMf=S 240 PROVIDE: 150 Amps. 6ERVIC;= GENERAL LIGHTING CALCULATION 5al=T. X 3 WT6/5Q.FT. KWS 1000 150 AMf=5 SERVI 3-1/0 THIUN CU� IN 1 1/25 CON. 1 04 THLUN CU TO 2-5/6'X 5' LONG GROUND DRIVEN ROD PER NJEZ,�— a TO FPL f*CWER CO. Wj ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) E — 712- sCALE- IF THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES, ad U, in Z www.GLEAssociates.com AA0002369 JUL4 4J'.2-003 R. QUIN14 IURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Profpssionol W E Cc "6 0 Z Z Lu 0 if IN "p4 J"a cn > uT ca yj ;u_j M m uj lun x V� CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESE'�VE PARK"TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DA'IE ��E CA6TLEi=INE6 TOUNHOMES ISSUE DA _FE 07/28/03 D R A W N B Y: RNF C H E C K E D B QT i� e ,r m LOAD CALCULATION A/G 100 50 _ is KU1S FIRST 10 KWS" 0 10090 I0.0 KWS REMA1NDER ,w 40% 101 KWS 46.1-20026.1X"4a 10.1 TOTAL 252 KWS 31k+ K115 X 1000 10 AMPS 240 a F'ROvIDE: 150 AMP6.5ERVICE GENERAL LIGHTING CALCULATION 1488 SOFT. X 3 WT5/5Q.FT. 4.5 KW5 1000 a V1 3-1/0 THU1N CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X & LONG GROUND DRIVEN ROC? PER N.E.C." TO FPL POWER CO. G.W. ELECTRICAL RISER DIAGRAM (NJ.S.) (TYPICAL) EL E SCALE; 1/4>1-1'--O" 1 _ _ TO PO"TAIRS SWITCHCl- I I � I VP II s V v \ \ f I AIR CaB E L D 7- — 1 wlrg CI s^�/'So CI =r "r=le—.[Al PI lihl E- 1 A/C COMP THESE PLANS AND ALI. PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO F COMPLY WITH ALL APPLICABLE CODES. UJJ ~ t7 G Qad s.. 4 G r Or W O H p (d O4-l- nvY)a w < Z x G �.. O i wnww.GLEAssodcites.com JULI -9 2001 R, QUINN 1tiMER Drawing Not Valid Uniess Signed, Sealed & Dated By Registered Professional LLI CD no CIO CO 3z co �. w CIO �i C Lu s+a ms x v Go m m m a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468, 470 3 FAX: 772.468.4603 NO, REVISIONS DATE GASTLEPINES TOU NNOM 5 0 o 75N o. 03-00104 ISSUE DA 1 E: 07/28/03 D RA WN H Y; RNF C H E C K E D B Y: OT SHEEfi TITLE ELECTRICAL PLAN SHEET N0. E m 1.4" r I Cm®®��mYir m ��- EMINE MIN. m8 8ME 0 ME , 11311313 r©ram® mum ©w� _ , OEM ©-.r_--rim-. -- ©Wt• EvMMMMMOM _�� mil MINE ©ME mim® 0©IEN ♦ OEM -�m. s mom M1 MEN mom M1 LOAD CALCULATION A/C ® 1001). 19 KWS FIRST 10 KW5. a 100% IOZ KW6 REMAINDER 0 40% 10.1 KW5 46.1 - 20 . 26.1 X .4 • 10.1 TOTAL 28.2 KWS 31.6 KWS X 1000 Ile AMPS 240 PROVIDE: I" AMPS. SERVICE GENERAL LIGHTING CALCULATION 14W SOFT. X 3 WT6/5QFT. • 4B KW5 1000 t*1®1— ole,, s ELECTRICAL LEGEND -� SURFACE MOUNTED LIGHT BREAKER PANEL N- WALL MOUNTED LIGHT (® ELECTRIC METER ® RECESSED HIGH HAT D" MAIN DISCONNECT PANEL [}J DEDICATED DISCONNECT PANEL VPLOJ RECESSED VAPOR PROOF LIGHT SURFACE MOUNTED FLUORESCENT FIXTURE ROUTED WIRE -d L' TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE ® C®IHINATIUN TELEVISION HEAT LAMP/ EXHAUST FAN �Z 1�T��77I NTERCCOMOMJACK INT Ij FLOOD LIGHT © JUNCTION BOX LJ SECJRITY SYSTEM EXHAUST FAN ON CHIMES S-Z TRACK LIGHTING FIXTURE O. THERMOSTAT '64 SWITCH TIMER RELAY 44' 3 WAY SWITCH SMOKE DETECTOR 44* M WAY SWITCH GARAGE DOOR OPENER 44A DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER (\ / J, PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 41- TIME SWITCH 441 WEATHER PROOF SWITCH QUA➢RUPLEX RECEPTACLE 0- DEDICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE 00/1E0 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® E20-VOLT RECEPTACLE 09GMUND FAULT INTERRUPTER RECEPTACLE iF 1A dI I- 3-1/0 THJAN CU. IN 1 1/2, CON. 1 04 THWN CU TO 2-5/8% X 8' LONCs GROUND DRIVEN ROD PER N.E.C." TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) • '-� ELECTRICAL PLAN :Oi1P 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 J o ZQ N CG 4J p � m b O W n Z W } 01 C> d O N www. GLEAssocictes.cor AA0002369 JUL 2 9 2003 R. QUINN TURNER Drawing Not Valid Unleae Signed, Sealed & Doted By Registered Professional e Lu V 55 Co «; aMc LL aG�aaO 0 LoCo LL4 SJ uj.8 •i T4w� CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PART{ TRACE' PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE eUIL.DING a4 DEL C I9DDEL LOT e4 b,r •e LOT to LOT J LGT W C.ASTL.EPINES ISSUE DATE: 07/28/03 DRAWN BY; RNF CHECKED BY: QT S H E E T T I T L E ELECTRICAL PLAN— S H E E T N 0. E