Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BUILDING PLANS
r NOTPES pool CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE poo3 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C poo5 6o 60.IN. BLK VENT W/ SCREEN 6 FLf' LEVEL POo6 42" KNEE WALL Pool PLANT SHELF ABOVE Foos 1'-6" WALL FOOS MIRRORED Polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X.36" ATTIC ACCESS W/ LIGHT t SWITCH P013 1 1/2" x 8" WD. RAILWIG t 2" PICKET 6 5" O.G. P014 GLaBLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 60.1N. VENT ® GARAGE DOOR 9 FLRLEVEL poll CABINET ABOVE Polo 8' CEILING POIS TEMPER GLASS Boos RECESS MEDICINE CABINET Boot MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 15005 RECESS SHOUTER W/ CER. TILE WALL B006 KNEE SPACE 1500,1 BAW, OF DRAWER BELOW i'r,061 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERA.1'OR Ko04 DOUBLE WALL OVEN 1<005 COOK TOP K006 DISHWASHER E001 ELEi%rRICAL PANEL E002 ELECTRIC METER EOo3 A/c COMPRESSOR E004 HOT WATF:R HEATER AT FIN, PLR. LEVEL,. E005 POOL PUMP/E=0UIPTMENT Eoo6 WH';RLPOOL PUMP E<,iol CENTRAL VACUMN E008 AIR HANDLER UNIT Sool BRN'G WALL WD. STUDS 9 12" O.C. 5002 BRY'G WALL WD. STUDS 9 16" P.C. (39NORAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE_PERENERGY CALLS, 2, PF20V IDE 120 SGI.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL- 3, DRYER MUST VENT TO OUTSIDE. 4_ SET HOTWA-rER HEATER AT FIN. FLFZ LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL: BUILDING CODE- 1, HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8, ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR A$ PER BUILDER SPECIFICATIONS. 9, PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AM CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE IIOL' W/ BATTERY BACK UP, MULTIPLE DETECTOR$ SHALL BE INTERCONNECTED. It. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND 51NK6 COMPLY WITH TABLE 46-R2 OF SF.B.C,ISS2 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQtr, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE TI-IAN 4..q.' OPF THE FLOOR...__... A MA CALCULATION LIVING AREA A/C, 1&41 $0. FT. I ST FLOOR 1093 SCE, F1', 2 ND FLOOR -154 E,O, FT GARArSE 254 SC7. FT'. OOvERED ENTRY ro 1 en. rr. GOVERM PATIO F'r. TOTAL ,AREA 1Z21112 r,,:t, rT. M EIquipment 5ch ule Unit # SEEK - Make ze")�cx T 5 ?1 rR Cond. Unit Mod.# AIH Unit Mod.# G° 2qm - , Neater Mod.# X q- 09C'6 Total Goolini Wl 5en5ibleC4ng 6-6 3 Latent G. 'tlinq 1_ q-- E003 RO=15'X 63" 2-25S14 EGRrzSS 2-245H EGRESS 12x Lmq 10KIO s 4m OMICRIDE ! i 1 s'0 cL'G I l I �n HEADERS ?L LOFT 42" WALL IoAlot-y`.Im a.lA I � I I � I I \ t I I o 1 II eii�n BATH 02 914' CL'G/C y 8 I I DN I :ff P001� 4 i I, S 42" TWEE WALL I'1ffQ,INN1 ASE BEDROOM #2 LOPTASIR M #3 94 OL'G 9'4 CL'G I I i1 I 34SH EGRESS 5002 34SH EGRESS -^ i I �"�IIII LL vI LLJ rygrs�r.,nr ICAMN?T I rid St. Luck, Gcj SG,4LE: `` � ,!'1921 IVJI' .. 9',1',� .-..,....... 1� 1 <5Y NOT56 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF 1-002 DRYER VENT(5MOOTH TYPE)TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 120 SQ.IN. BILK VENT W/ SCREEN m FLR. LEVEL POOH 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-&" WALL POO$ MIRRORED POIO PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCE55 W/ LIGHT 4 SWITCH POB 1 1/2" X 5" WD. RAILING 1 2" PICKET m 5" O.G. P014 GL5.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN, VENT m GARAGE DOOR m FLR.LEVEL P011 CABINET ABOVE P015 5' CEILING PON) TEMPER GLA55 B001 RECE55 MEDICINE CABINET B002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER -W/ CER. TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 , ELECTRIC METER E0031 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUI'IP/E0UIPT'1ENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS m 12" OC. 5002 BRN'G WALL WD. STUDS m 16" O.G. u r�oolzs so+-���ul_� SIZE OPENING= T 62 REMARK ,� 2-20ro HG ® 2(0/08 NC O21 Jro8 HG 2868 SC • fE 28G 8 MTL W/ AUTOGLOSERS O 3008 HC 3068 I-ITL �O 1&&a E3F SWING ESIFOLp O 20(08 E5F (� 2668 BF 3068 E_�F 406,0 E3F `N 5m68 EF OO ro068 BF 16010 OvEFRHEAp GARAGE POOR ® 8010 OVERNE Ap GARAGE POOR 5068 �j 2-20 -, I-ITL FRENCH I LITE wIN[Dc)w&4SG_TID SGNEI�ULE SIZE OPENING T G2 REMARK 246N EC-"RESS O2 255H 3 265N 34SH EGRESS 35SH 0 368H O I/2335H - -- ® I/236SH — 3040 HR 4040 HR EGRESS 4030 HR t® 50roB � p SGCo O 80F'.0 `>Gp ® 5080 SGCP :��- 12080 SGp - 160P0 SCx PAN. c p AIR COND SCHEDULE Unit #C Gond'.Mod.#10A1 A/H Mod,#C6Z?M-S� Htr. � Cooling BTU 3 5-go HeatingBTU 3 '—DO 5EEK Kating D, Off' �6� L g%EN7- 93 S C:ENIEERAL NOTrzS I. ALL WINDOWS AND SLIDING DOOR GLA55 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 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. 5. ALL BATHROOM FIXTURE OUTLETS TO BE SO" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II, ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD6, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR, ARrmA CALCULATION LIVING AREA A/G 1683 5Q. FT, 16T FLOOR 1000 5Q. FT. 2 ND FLOOR 683 50. FT. GARAGE 406 5Q. FT, COVERED ENTRY 30 5Q. FT, COVERED PATIO -16 5Q. FT. TOTAL AREA 2195 14 26'-0" I 4'-4" I1'-4" 4'-4" --- - _—I I - - -...- 42" AFF - i— - 0 1 RO 311/411Xll'4" RO.l5"'" X Slt"" RO=15'ky" x 9l'y" •�11i"xlV4" 265H tt 60805GD W/PAN Fi0805GD W/PAN 265H to ---------------' --- -1 1 12'-0" 4" VAULTED CL'G I � I Qqp 2 9 e AAA�P0 9 I ' I M TER BATH B00 10' CL'G/C.T. BOOS � I �o I 0 REAK�AB AULTED CL'G 355H 0.54" X 5p1k1" V 1 2 Np FLLOiz VAULTED CI_'G t� M4 IoYI j�c�` �n O ,I .—� VAULTED CL 4 ELEV. + II'-4" I P013 1 I � 1 1 - _ 5 IT L%I S �Aid -1 OI• �y y0 0 —CHASHn s�� 's„ �.� I' .� -L. W WALL I \A P010 1 FG. R = 5" X 30.. — I KITCHEN O I 16 VAULTED GL'G KO ID'-0" Oe) X RO=54" X 511e" 5'-0" 4'_6" II I I 1 1 2m'-DII I / 1_00 F�L ,a,N 1/4 " - I' - 0" 26'-0" I ST FLo0F� F=� L "N 1i.4 " . P _ �0>" ro m PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V Z 0 Z >LL.� JcL LLJ LLJ fl�uu 0 3 .0 �P Z .r1 0 O ♦- U 0 m I P-4" 2' 3" 9'-10" 2'-3" I'-4" 13'-8" P_4" RO.2l��j'X63" I I I RO.2Y- "X63' I '/a355H 1 '��355H IF 11— n 1 nn - w nn x I ( _ COVERED PATIO 1 1 Al VAULTED CL'G = � I& i 0 V 12'-4" L MASTER� VAULTED CL'G n 12080 _ m M - _ VA n n — --------------------------- e � °_ n N It ' m c, LI EN 5 5H 12 24 5H. C r z '° Iz 4" 100 4" -'iv P00I v 2- 060 LIVINCX ROOM q�; A vAu rD cL'G n v m m -B 0E-1� I 1 1 � Y N V , P109 � I -SOFFIT „ MAS ATH 0 4 _fin - r- `4 rn ' rB0 ry (p 2$5H 8005 n n ` : n n 80 MTL. V 'v I --- 0 I K006 - 001 1.-0'� itDq Od In ' _tBig - INIa ROM -I ____ VAULTED CL'G -4 � P004 �� I 1 I I 2880 -61 E004 m 6 n P 12 i I I 1 VAULTED CL'G r 3y m I 4" 10-1 2 10'-01. _ 8 0 I V Cz F2ACzE - �'4 ' CL'G - _ E008� il-1 g --- ------ -- ItIp4g P004 6i I I 28 0 � 5068 BF n - 1 E001� I BEDROOM $$2 - - - 0 9 5'4 CL'G n R n 5010 O.H. 4ARAGE DOOR z GL'6/G.2, B n 5_2u 4" o n A 24" RND.TEMP RO.26" X 26" n n nn 355H EGRE55 R0=54" x 161/." 4'-2" 32'-0" PL O� I L.EFIr F L "N 1/4 " = I' - O" GENSR,4L NOTSS L ALL WINDOWS AND SLIDING DOOR GLA55 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 FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. "VAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKER5 IN AIR HANDLER, 8, ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTAGAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C, 1902 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 BOTTON OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 1530 6Q. FT. GARAGE 230 60. FT. COVERED ENCRY' 30 50.FT. COVERED PATIO. 115 6Q. FT. TOTAL LINC'ER ROOF Ie05 & Q. FT. POOI CLOSET MY VINYL VENTILATED WIRE SHELF P002 DRYER 'vENT (5MOOTH TYPE) TO OUTSIDE _ P@03 ` VENTIL '-ICD VINYL WIRE SHELF P004 R-11 INSUI_A71011 BETWEEN GARAGE AND A/C P005 60 SQ.N�. BLK, VENT W/ SCREEN m FLR. LEVEL POO(. 42" KNEE WALL POOL PLANT GHEI..F ABOVE P005 1'-6" d"Al-L PODS MIRROF:ED POIO PANTRY W/ 5 SHELVES POII LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH POB 1 14"' X 5" WD. RAILING 4 2" PICKET m 5" O.C, P014 GLS.BLK (1 HRFIRE RATED WHERE REQUIRED) POIB HEADER ABOVE Pml6 60 SQ.N. VENT ♦ GARAGE DOOR 0 FLR.LEVEL P011 CABINET ABOVE P018 8' CEILING P01e TEMPER GLASS 5001 RECE55 MEDICINE CABINET 5002 MARBLE 5HELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE 5HOWER PAN B005 RECESS SHOWER W/ CER, TILE WALL B006 KNEE SPACE 4" 32 aU So 56 6" 90 -r 135 r 190 g" 260 10" 340 12" 560 14" 835 16" 1400 F L BCAL-E-= 00 ISSUEE DATE°" SEPTEMBER 29, 1998 REVISIONS DATE, February 12, 1999 JOB NO: w cYa Yidr ■ r rv... Um CL Lij, w V ♦L-% ILL ♦ t♦p 0 Y f- 0 .-I fRIGFHT F L " 1/4 " = 1' - :a" Lv h PERMIT/CONSTRUCTION nRANX/IIIJG I CASTLEP NES TOVVNHOMES 1, GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002. AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALT_ SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENT'S, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3. FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-99/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f'm = 1900 PSI AT 28 DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. REINFORCE WALLS WITH TRUSS -TYPE REINFOfICEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 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 WITH GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4.9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 - EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). 5.2. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 3000 PSI SLABS ON GRADE 3000 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION. 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN. 5.9. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5.10. AT CHANGES IN DIRECTION OF 11E 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 0 Y 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. BU LD NG 127 LOTS 12712 129, 130, 131 , 132 STRUCTURAL GENERAL NOTES 6. PREFAB RICATED WOOD 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 WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7. WOOD 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.3. WALL SHEATHING SHALL BE 1/2" PLYWOOD PANELS, STRUCTURAL 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 WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: 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 & LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLANEOUS LUMBER BLOCKING. FURRING, ETC. NO. 3 7.10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 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 0 JOISTS RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS__4-16d 0 R A JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE__3-8d STUDS TO BEARING- TOE NAILS EACH SIDE _2-Bd BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END___2-1Od 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 _ DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD_ __ _16d 0 16" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE 6-16d UPPER TO LOWER PLATE AT INTERSECTIONS__--3-16d O D O m Jm��cp00 Z J Z of Ln d' w p c0 Z O a � www.GLEAssociates.com AA0002369 UEG 0 M)O( R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LJJ _M Lu N oG�'o r M _ Z _ � LL '�♦♦ V Z IJ.1 �"".``� Z C J N/ O F3 00 Lu Z Q Ci N T G _ G! J CL 1'� V ti Lu V m r W i/) �+ 0 J cc JOIST TO BRG., TO NAIL_ _ __2-16d CLIENT: BRIDGING TO JOIST, TOE NAIL EACH END-__2-16d KOLTER SIGNATURE HOMES STUD TO SOLE PLATE, TOE NAIL-_-___2-16d 2160 NW RESERVE PARK TRACE DOUBLE STUDS, FACE NAIL __---__16d 0 24" O.C. PORT ST. FL 34986 OFFICE: 772.46FL 34986 8.4703 DOUBLE TOP PLATES, FACE NAIL_ ______i6d 0 16" O.C. FAX: 772.468.4603 TOP PLATE LAP & INTERSECTIONS, FACE NAIL _ -2-16d JOIST, LAP OVER PARTITIONS, FACE NAIL _ _3-16d NO. REVISIONS DATE 1" BRACE TO EACH STUD AND PLATE, FACE NAIL _2-8d 1 PLAN REVISIONS 12/03/03 B. MISCELLANEOUS B.1. EXPANSION ANCHORS SHALL BE HILTI "KW1K-BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.2. EPDXY ANCHORS SHALL BE HILT "HIT HY 150' OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SNT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-1.1 MODEL 'E' FOUNDATION PLAN -LEFT A-12 MODEL 'C' FOUNDATION PLAN A-13 MODEL 'D' FOUNDATION PLAN A-1.4 MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2.1 MODEL 'E' FLOOR PLAN -LEFT A-42 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-9, DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-1.1 MODEL 'E' ELECTRICAL PLAN -LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-1.4 MODEL 'E' ELECTRICAL PLAN -RIGHT ST. LL'CIE COLNTY FIRE DISTRICT REN-JENVED FOR COMPLIANCE SLBJECT TO FIELD INSPECTIONS SEE ATTACHED REVISION SHEET REVIEWED BY: T �� DATE: 5UILDING 12-1 ncuei MOM I!for P MODPJ. E'"mcm d wr ce for Loy m gar w CASTLEPINI=S TOUINHOMES J 0 B N 0. 03750-00143 ISSUE DATE: 12/05/03 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E COVER S H E E T N 0. c 0 1 FOUND,4T I ON m. U BEAMS SCHEDULE NO aim TOP MIP BOT REMARKS LENGTH j%'p t�Ar LFILLFDAD O T81 D' x I6' 1-5 1 •5 Yr 8ff tYP. UlAL1 DEOTION OD' x D' I •5 1'-6' 0101`�. - W -4, NP B00• B90• 7801• • D I •5 u-IlLaar. Top care. To mM. W.S. 800• 1565• 9260- OI' k K' 1-5 I •5 Y-� TOP �'-6' I6O0• OLi1G Llxia p0lT. ISSp 7e5r ® W x K• I • D 1 • D 4'-6' 1500, 1660• L �- 4015• OD• x IN 1-5 1 •5 � ��L I500• BO7T, 6'-6' 065• 3760- E W x K' I • D I .5 �-�, L� 507T. 1I'-4- %mv. 301. Bil- .1 w % K• I • D • I 0 Y-IlLaae.tw• r� LM6 ISCTT, 10'-6' Sop I1771 71140 CP✓0.! Y-DLWG O8 d %!D' I• D I• D I• D L a eoTr 6'-S' 00p MISS- 32600��`�) OOI✓eL! Y-DLaaK d x 40. 1 .5 1 •5 1.5 L - �T. -1'-6' 1500• ISW 20010 /V f IOII v x 96 I• e I• e 1.5 LMIDI. n'-4• 0 110• NR 1,000• -v•v-o I. LINTELS TO BE CAST-CIETE 1-104-STFENSTN PRECAST 4 loft -STRESSED U LINTEL• U-15LOCK PIIIECAST C424C LiNTEE�L © ZED 7 R1 BIISD. DOUBLE a -•LOCK PIECA07 FILLED CONC LINTEL BEAM TTPES .e'4' ]64DOUBLE U-BLOCK ' FMCAST FILLED COW- LINTEL BEAM TYPES nx umoD eTlm DeIRMG YIaLL . 1v m r 20• •BEARING WALL FTG. ® GAR. DROP DETAIL 2 N =) 1=L OO R F i� 41"i I NG-s BCALC. f"L AN 1/0 • . 1- - m. i=L AN 1/0 . _ V - m- I °ONG eLln iv n c12MaeTESL`E nTOP M OK •n.4•L 0. eRlvraWa••TaP•f•---- �_ - iY f •I Crlr.. •110••'IG 9i r�1 2 TOP M DM . W-4' Irl I I r -mmom E- 1 YbOC l ISY I r 94. OL. M� W y�pD�PACINb'GY ,y�"�. --Dn III d' M014Y I'•I �I II II I TOP OF IYT..W 41 I Y%w WCTaWi••TO' _ _ _ _ ]••tort ••irr.r•a 4 °°"cwrm eLm n g "2 roP or mL . n-4• L G LINTEL OO7T- • d-0 SPNO WALL 2 owI N\ III b II I O TI 98E8 . 24" OC, M ----u 0 ING BY TRU 5 CO. 3 Tom' _ Ynoo 11.v- Yl' 3'-1P DPGI1`166 MY TPUAsI � 1L A �I II II II k 4 YXN'GOY. Ta Wf••Ta'.f •enp - - IJ I••Ixm.••Inr••';2 H� TOP Cr en aW I ILL TOP M EEM • •'-4• II II II LLB TOP Q eM. io rODEL C C r- P'I I I r�— '�' GeoBe -F" kid - M/ c 1"[ODEL D TOP M M 20'-d— YM T• •WYTa Wf ••tO. •i ••Ir'A •OR.•••T�•v•c Ilia, LNTDL COR • •'40 rFU TOP OF !•1 • D'-4' (� I emu e 2 �I m II � . O4. OL. MAi• -Y CO. I -I I b \\ I F1 *7 II I O T 80E0 ® 34' O G. M 1 Ell 6 ING P.Y TRU 6 GO. 11 III 3 =_ 7d S-4' S-IP I I ib pq II i, II rx N'OPG Ta WI•D mPTaP.f ••MD. I I f••Dort.••!Tw•r4fL 1�tOPQQ40'�' I J TOP f7F 8M • W-W II I 0 110DEL C c 2; CLL-JI —J I I II L_ — I I LLB II II � � GIMER — J II Y1pOp lao my T6 • OG MAY] pp.4.Cin16 -Y T610S rv. 1"IODEL D r COLUMN SCHEDULE O�_' edY il® RtllD N1'I alm O� vxn•rcNn oOl. uY4•D v-•r. arm OF1-J 3V2• x! W. x V4• llLCOL ® Fill W X 4- X V4• Sn_ IaOL. O-. un °l Tle°e�oi wrew•r. 6 � D'XK'CQV COLwV•YERT. N'm •l TIED•O'OG 7 � A X-SY -t-OQ,w Y•VERr. am •! T1ee • v oG ® w•DT' MAP TR D TO TINpD MOM Alm O❑ =TW TMILK � UM.XO O d X K• fQ1G M III yl l W 2 • e etas TIDD ro Tn9ISDAn aim romMaL O K' x 16' LONG -T FlLLED w 4 D C21L Bale YlR71UL Wl9 T1E6 • n' OG FOOTING SCHEDULE O K' X ID' TNICKSWD ED" CaW- F7C•. W/ 2 -5 COM. © X D• 0• NED EDGE cONCRLTE O'WrI - b COIN. © 36• X 36' X 12- =R2107E PAD YV 4. 5 ."..,A, OD• x D• CLNCIETE FTG, LW I -5 COIN. OK' x 5 TNIT. EDGE LONG FTG. O 14• % 20' CONC. FTG. WV 3 • E OWL AND I -5 TRANSVERSE • 40' OD, © IIu I Et- E•x24'RI ELMG CPTSoNWA E2•s CONT. r' Me-L BELOW GRADE O� 42' X U' CONG PRi IW 4 • D EAC44 WAY Yd 2Y4 JYYd 9B'4 2e'd .4-D' 7Y-0' IY-f 1Y4 IYC 17-a' 1Yd IN-0' IYd 13W tY-0• 1Y-T �• 1Y-r ii• z-Y z-If Y-n' 4 _ i 2 it 2 Y-! e'-S s'-Y 4 _ I' 2 s'-P a-S 7.1' 2--f z-IP r-r 14 1Yd li 2 I----- b c n T Iq + 4'-2- � 6'-Y Y�� � �Y-Y SYI i—* 2. B— J Y e'-•' l5 b I I a-1f :A b - e'- .. ' � I�,'Y I CY s A' I IY-0' I I Y-If b E I F I �• 1 ---_ry __ I ,Y�• �� Y Y-f F.'I T •' } o„ 1 i I I III I I L i 'r - b I I I I :PEE s IY-s' I I I T „ s SEEM NEWI I I I sue eiuLL ®A MN 4' neat un4 Fleelie•rI NINNL OR RMTIIc>m PIn4 d %6' k IWr ulsam us-r'oX m0� N aoMClel• m Ir IseraMo a•aa n h I I I I I I I I eLm e'••,, �dM5L 4•TINX WI1X Rm• I•l111 NiDOR•L OR 1-xgctm wnl.• N v X I\ 011R®N fr]IlCIl2 \ Dalatm m mrarm ena \ wMG, PA A 37 '�• +, }. T „ I I I I - I S —..- q: I Yb eIYLL DEAMNr174YX FI7N FDBe M31N Nlsr-L OR laiwac� wn4 6' x 6• x aDIRI®N aalaYf[ DaIIeLm sv ISIIr-m ISAoc \ oFMTon 47 Y i' I T I ,.� I I xae eXsu De a MM4' TIKX RLLIIl16M1r•R,L o• a•ne-o N caMn-i[ Oaiam 2•• Iseraro IIAOC orrG I L. — — — _ —_- .e.; I I I 1T ti I FI nrorw2•romrtAca Oval ro�i•Iw s•ranOesutrr I 7 Coal sue qa n'r1IDl De 40IIW A01•! 4 nIL VAPOR erlDe. D! w MYMM ADOi,D roP ra cRYsn o IIOM. aaL I-AIRA I ro s is•D nra5 +iM1 I- >n L-- I' Y-Y tYd •� - t I k7 I IONIC ARI'aR'Jm I Iwl• Ieln® ®Dlllm M I I � y. I CMOs ro I TM MKr IfI nOII W •OLDOL I MD•v I. F I'14e1® �Q I TO DR iJO6 III ' Y (n� U YY _ ----®' A nMblyy M 6• X 6• X MOK �' ?, >e M� •one ` VA!'OR�'TM NIG IGR M AOR •, 2 F N2:vAnaa ro it \- \ .MNMR d•\ \ F, \ \ b• -LA \ p \ \ \ — — — I I I I I I I I I I I I I I I 1LvrNDe %n�T \ IeLL tarAcr®uaeN in.L J TYTAJQP n VAPOIe ( DARiR POYOx •OW UKipI eLAS IYil1 I MW VAIq• III-1p. eK' I I iNNm R.aaR N.DVATY.I M I w w Q RaW. SOIL DEM1N5 I cxMlrT roRTxr sTlucllw ros2p•D PAR nxnut II I ILL COLII'Ne TD nE I Tr 5 o LTePr IIw NO ® I b } T. 17 b •p .' I I I } N I eLAe 51 Y WRY P®R I INIO YlLpm OaI-Lm ]CNIIIIIIIED %' I p•.T6 I ro 11106 TO ro-�il•LM .TAID pR�pL I Tl MITIN I F newel® i MME iAOOP Y 2, I — _ — _ _ AM WTI41LK NIDDRY. OR rn-M X D•nc 1+ b I'Lema weR ` �An a eL,ia Iqe M •D1KK 4 2 eLDVATkiN ro\ bLL \ \ F, ' \ \ b. \ F \ _ _ _ \ \ I I I I I I I I I i. I I I I T (F1A ueLL carectm cUrX ru.t ) pro,-„D,•n,. /\ RWiil VAlsla V eW b L X oDR MIe 1nR ML VN•GR AMO®E I INIRrD MOOR OlVAnaX ro I I L}qM O ROM. tOn. D..MK I urAcm N R nK a wYiva ro0. 2AM PM MMMM II ILL COIJi'ND TD 4 I 5 o•vr uses Om10 I I 4 !.. T .P I I I F T „ L T 4 rumN•e ro x I+.Iceo oae rol•da,rr nccraelxD-7Y Y I MOOR B ATM ro ®w MNwn.ISa.D,aP aRpYN Q I�Aa. •dL lAI-ID rxMm l ae TNr II%K w roD•9!e-PM.MMFYt I r--J Y-Y b __. p': I - �; f iy r` 4 T i• }.. T + Y-Y I ® I u r ��� �11 l I I Si' „ 4 T§ r' - III b 4, 6 - r r' •� III I I 1Y-0' I a 14 Is'-0' I Y I" �§ I f I 0 @ lwelm R.Dae nevanw ro x w i1NIs1•I �' I/J mD aPau NO ROM I - A 4N Pr67 SEniEe 91Pa9X Y71iB GI -fIW Ixs (4) sIP.901 ST le IM lOP G *�' LY, T 7 10'-D' I I F. I ICI b +I h I I S, 1E1 w - + ^ IIa I >q _ I �P RNIeVRD rLaOR BJlVATION ro ra w nNn•rT. AeaD aP aaN ac RDM 1 a6 (� 9Yrson I I I _ Y I I I 12'd 1'i' w f 2'i' - $ m 0� ®� 7T' _ ntlW ATKN M[E'rO ItlAD r * ,e'-5' I D § ` I I I I I - 0' T. T r ,IiLO-�i TOP cIcoNeL Q �m ee r nNnM T ' ts-o' I n'-0' § I I1'-1P I I n IP F: — — — � I — — I i T ®, I'NIY® ITOOIe 14•Vanai ro Ix w MIeM1'I I ADOYE Tq• DRLTW Q ImID I • I i ®r-0• I Fwer® ROOR IaJNAT10N ro I- w MNMlT I Aso.E TOP CRO'IN Q IIOAD -. I -- — - A I I - A; - _. ITQ I I •+ I I ooX RIGraRs a Au VERrr BDW ,° I I C I o AI �J F§ III aLL • W I n I a•BMD6W n.Nr. I L I I �J r III I I '+ I i. I L Ai �J F w = I I I I = W°� °� I a I �J 7 III I I I i:I2nm° °� i y I I I '� I I b I - a Y 7n I I I I I I )r I IbNIRPGInI- el4au VERFr 1 ., OPIDI S& nars�- A; T -- -- ' I _* IP_ I C. - - `-'- 3 '4 I— —J I I h I 13. I < 21I calTr crow m'R al v anMMGe uv Mwy'. I -- —"---- + —— A — -- ; A I b I nI I LJ m I ° I I I F'I I 211 T. I I *' I I b b YI A p I _ I § T „ N C.My ul. b — 9 - b l AA' I I I I q, II 11--` ----" b w b _ III l I T b ra Y-0 f T e-0 z-0 I Y I Y tl A al r-r Y-0 r f r-� " W-o ro 2-8 Ell ON 101 ED Y-0 2'-f 1'a' P-f Y-a' 1'd z-Y 1 Y-f 4'-f Yi' IY-' a' -Or Dr-0' X-e' a'-W JY-d' ---- --- 1074 1101DEL E AE1 1"[ODEL C AG, 1„101DEL D 4A , 1„l'ODEL C AG, 1„I0DEL D <A , 1"fODEL E <AE, 0 Of UJJ 8 t(7 mMM�0 J a0 Q w ^ Ifl � w p •O w Z w n Q O X Z o a < p N www.GLEAssociates.com AA0002369 - ptr�vlr'� R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M LJJ r- ® W T V Mcc N r o 4 r M ® = o LL 0 !' ti z — �+ Z N w O Q °° W W V J N � ® zQ or _ a mXH� ca vJ pJ oR C.) J co KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 BUILDING 12-1 MODE,E MOM c MaxiL E D MODEL r LO7 m WV DD LW DO LOT LOT 01 LOT W CASTLEPINES TOWNHOME6 J 0 B N 0. 03750-00143 I S S U E D A TE: 12/05/03 D R A IN N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0. Awl U COLUMN SCHEDULE C 8' LONG. BLK FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND 2 5 FOOTING. C 8' X 12' CONC. COL. 11114 • 5 VERT. AND • 3 TIED 0 12' O.G. CFEI 3 1/2' X 3 1/2' X 1/4' STL. COL. ® n 4' X 4' X 114' STL. COL. C 8' X X GONG. COL. W/ 6.5 VERT. 0 AND "3 TIES 0 12' O.C. © 8' X C COL. W/ 4. 5 VERT. AND 12'D 0 12' O.G. • 3 TIED 7 8' k 12' X 12' CONC. COL. W/ So 5 VERT. AND • 3 TIES • 12' O.G. ® FILLED CELL 8' CONC. TIED W/ 2 • 1 BAR TIEp TO TIED BEAM AND 2 1 FOOTING. O ❑ ❑ 8' XI6' ELK FILLED CELL • W/ I 5 BARAR TIED TO TIED BEAM AND FOOTING 0 4'-0' O.G. MAX. /\ I a 8' GONG. BLK FILLED CELL W/ 2 • 5 BAR TIED TO TIED BEAM AND 2 5TIED FOOTING. 11 I6' X 16' CONC. ELK. FILLED CELL W/ 4.5 BAR VERTICAL W/ 03 TIES 0 12' O.G. • • FOOTING SCHEDULE C X 18' THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. W/ © 8' THICKENED EDGE CONCRETE FTG. W/ I • 5 CONT. C 36' X 36' X 12' CONCRETE PAD W/ 40 5 EACH WAY C8' X 8' CONCRETE FTG. W/ 1 • 5 CONT. C X 20' THICKENED EDGE LONG. FTG. W1 W/ 3 " 5 CONT. C 12' X 20' CONIC. FTG. W/ 3 • 5 GONT. AND I • 5 TRANSVERSE o 48' O.G. © �-- — II�11 12' X GONG. FTG. W/ 2 " 5 CONT. 16' MIN. BELOW GRADE C42' X 42' GONG. FTG. W/ 4 • 5 EACH WAY 2X WOOD 8TU0 BEARING WALL • 16' OZ. (@BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID ISM REMARKS LENGTH r FLOAD LOB Lp', T51 e' x I&, 1.5 1.5 D OUSLE SEE -Mr. WALL SECTION O S• x e• 105 1'-6' 15000 155011 288' I• MUOT>,-4, ,eta= O e• x K' 1 •5 1 •5 u-eLOM Top CONG LINTEL MOTr. 6'-6. SOO• 1565• 32600 O e' X M,' 1 •5 lob U-ELoaC TOP C0W_ LINTEL ED". 1'-6' 1500• 15500 28510 ® S. x 16' lob I •5 U-ELOL TOP 4'-6- 15000 10600 40150 CC+6. LINI TELEDIT. O a' X 16' lob 1• 5 U-CLOCK TOp 15000 CCNG. LINTEL EmT. b'-b' 15650 3260" 6 e• x 16• 1 • S 1 •5 U- LTop CON.. LIN TEL EOfr. 11'-4' WOO "Jo -all* X 16• 1•5 I •S CONaCK TEL CONC LINTEL EO7T.e' 10'-6' 500• 1122• 2114• X 38' Still 1 •5 OONo- lb"c Mm 6'-6' SOO• 1565• 3260• re• CONC. LINTEL Dart- volELe U-mom W X 40' I • S CON- OLIO MID 1'-6' 1500• 1550• 2881• CON- LINTEL EOfT. e' x 36 I • S LINTEL Corr. 11'-4' I100• NR 1�00• Is y 1sv•voc L LINTELS TO ISE CAST -CITE HIGH-STIRSWaTH PRECAST !PRE-BTRESBEG U LINTELS CONNECT TO EXIST, SEWER LATERAL BRCS. HU-BLOCK PRECAST GONG LINTEL BEAM T ES 2OTI-4RU RI@rs DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES (Q DOUBLE U-BLOCK +6'-4" PRECAST FILLED GONG. LINTEL BEAM TYPES 10 3' VT VI 3IIIVT �-- 2� 2 2' V1' LV III CO I I L V we I I I LI WC 3 H I TUE t%�D 3. VT r�ur1�11vcx K15tK „�„ 2' Lv 26'-0" 8' k 16' CONC, T$. IU/ 2 • 5 TOP 8' X 16' CONC. T$. W/ 2 05 TOP 2 • 6 15OTT. ! • 3 TIES 0 6' O.G. 2 06 150TT. ! • 3 TIES 0 6' O.G. 40 LJ 40 CONCRETE SLAB (V (V CONCRETE SLAB 1 Hm TOP OF BM. + II-4' II II T II 11 S' X 24' CONC. T$. W/ 2 •"TOP• 5 MID.2•5BOTT.!•3TIES012■ _— cc INC ■ r TOP OF BM. + 9'-4' II 2 I �I II I■I II 2 I■I I o ■ L UOOip TL6s m 24" O.G. MAX I sPACIN� I aY T uss Co. I IN J L — DBL 2X8 LEqT OOD t0 MAS. WALL I _ — — IN CONC. FILLOITH 5/8' RED HEADS WEDGE BOLT STACyCsER tOP AND BOt. WS5860, MIN/4' INTO MASONARY I � I I I I I I I I_----- J \ \ I I 8'-0" 3'-3° GI ER \� ■ 4'-5" � I I ° N \1 I ■ ■ -- pp I I ! I I I I � I� I I I x-s 1- eeEs 24 o-c. t-lI v� BY r I ---_ �I II 0---------------------------- ■ �8' S-4" 3'-10"NJ 1 ' I I � ■ p I I CL I ELIJ I I ■ I.LJ I 8' k 24' CONG. T.E. W/ 2 • 5 TO=MID. 2.5 B3 TIES 0 12' O.CTOP OF BM. +- - I I J I � L _ II II II I TOP OF BM + 5'-4' II II II II II II 26'-0" A'D1 �CFDEEL C C1 2 NC�) FLOOR FRA1" IINCa PLAN 114 - - I• - e• LV -V 13'-0" 13'-0' -3° 4 FF r J--- _ --1 � I 4'-2" 1 6'-2" 2'-4" 1, 3'-4" 6'-2" L I 3'-2' I I c I I I I I I ■ ■■ .41 I 0O ,fin V7 ry N I i I � I ■■ I ■ I I I I I H I I I I I 1 I■ ■ L-------------- --I I I I CFj I I M I I I I 1 I i SLAB SHALL BE WITH FIBER Mr=S14 I REINFORCED WITH 1 10/10 WELDED WIRE CENTERED IN CONCRETE DOUBLED 30'eEYOND i of FTG. I FOOTINGS TO 51 WELL COMPACT TO MIN. 135% TEST AND WITH BARRIER POISON SOIL UN TERMITES BEFO MIL VAPOR BARRIER FINISHED FLOOR I BE 18' MINIMUM CROWN OF ROA \ CAPACITY FOR TO BE 2,500 PAP. I Ovv�v I s° 3 -2" A MIN. 4' THICK INTEGRAL OR 6' X 6' X MESH, BACK N PLACED OVER °^ D CLEAN FILL CTOR DENSITY VAPOR ER SLAB FOR PLACING 4 \\ ELEVATION TO \ V ABOVE TOP \ . SOIL BEARING \ rHI5 STRUCTURE S• \\ MINIMUM. �9• \ LOY `vv °� �� \ \ I I I I I I I\ I I I I \� �■ �' I Ev.45'1-11 I I I I 1 1 I 1 1 J 1 I I " I I a I z I v I I 1 I I I ■ IEL 1 I I I II 1 0- m FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD 1 I ■ 1 I 1 — N I 1 1 I I 1 I a, I I1 CAJ 0 1 I I I ■ 11 7 I 1 1 I 1 CONTRACTORS SHALL VERIFY ALL DOORS < WINDOWS I 1 I 1I--- OPENINGS W/ MANUF. I ---- --=--------- .�� � N I �I I I • N ■ r I I I 2' 10" ' 16'-0" I ✓ 2'-0" I I I -IL — 5'-8" I 1I 20'-4" I 1 J 6'- _J L 0 I �n -C 2 26'-03 -0" m W 0 Lu� J 0 In =o °0�0 N Of N] n � Z J 00 DO n ■■■� Of o� vW Z w d0 N a o x Z cr 0 N r7 www.GLEAssociates.com AA0002369 {�- 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M W �oW M N� T_ M o=G�:a Z LL V N W 0 � C FZ� m JW O�� J 00 W G Z Q a)N " a ti N MLLJ H a J N X J Q N p a c.) J 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 1 PLAN REVISIONS 12/03/03 BUILDING 121 CASTLEPINES TOUJNI-IOMES J 0 B N 0. 03750-00143 I S S U E D A TE: 12/05/03 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0. Aml.2 COLUMN SCHEDULE (D8' X CONC. EDBILK-T FILLED CELL W/ 2 5 5 BAR TIED TO TIED BEAM AND 5 FOOTING. O • 8' X ' COL. W/ 4 5 VERT. AND 0 12D 12' O.C. • 3 TIED O 3 1/2' X 3 1/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O > B' X X ll 12' COL. W/ bb 5 VERT. 0 AND 3 TIES • 12' OG. © 8' X 16' CONC. COL. W/ 40 5 VERT. AND 5 3 TIED • 12' O.C. O B' X X 12' 11 121 COL. WT. / 6� 5 VER 0 AND 3 TIER o 12' O.C. ® 8' CONC. ELK FILLED CELL W2 1/ 2 " BAR TIED TO TIED BEAM AND FOOTING. ® ❑ ❑ 8' 16' ELK FILLED CELL 1 W/ I 0 5 BARAR TIED TO TIED BEAM AND FOOTING 6 4'-C' O.G. MAX. I > 8 5 C. BILK FILLED CELL W/ 2 « 5 BARARTIED TO TIED BEAM AND 2 FOOTING. 11 16' X IS' CONC. BLK FILLED CELL W/ 4 b 5 BAR VERTICAL W/ 113 TIES • 12' O.C- .. FOOTING SCHEDULE O X IB' THICKENED EDGE CONC. FTG. W/ W/ 2 " 5 CONT. © B' THICKENED EDGE CONCRETE FTG- W/ I b 5 CONT- © X X 12' CONCRETE PAD W/ 40 5 EACHWA EACH WAY OB' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O 16' X 20' THICKENED EDGE GONG. FTG. W/ 3 5 5 CONT. O 12' GONG. FTG. W/ 3 b 5 CONT. AND 1* 5 5 TRANSVERSE 0 48' O.C. 12' X 24' GONG. FTG. W/ 2 • 5 CONT. 16' MIN. BELOW GRAPE O� 42' X 42' GONG. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL • IS' O.G. 1 20' -� 10 BEARING WALL FTG. @ GAR. DROP DETAIL 9 BEAMS SCHEDULE NO SIZE TOP MID BOT REMAWO LENGTH q�T�ygL 06 ��Lpy '56 m 'LLpgp T51 w x w 1• b 1• b SEE Tl'P. YlAL1 SECTION OI S• x b' 1.5 T'-6' I500• low 281111- O 5'%I6' lob I•b '.aaCx To' tort LMRL sort. 6'-6' BOO• 1665• 9760• OS• x r' I • b 1 • b LINIa sort. �'-6• IBOO• IebO• 28151- ® b' x W 1 • b I • b �r��L-a Sprr, 4'-&' 151010• I860- 4615- OV x 16• too lob 300- rq� jMg SprT. 6'-6' 1 1565• 3260• QV x Y• 1.5 I • b L 11'-4' SID& 3610 911. 1 V x by I • b lob f�G1C LINiTFQbaR, 10'-61 500• rot• 27140 u-5Lo0[ 8 O105oalLe S' x SS' 1 . b 1 • S I • e � Ls�itSL �. b'-i' BOO• 5659 32600 o^—'"u-Sicac 9 V X 46• 1 •5 1 •5 I• b a c uirbL 1'-6' SAW IWW 28810 1 b• x 36 1.5 I • b I . e ooubLc uexcac cart LMRL bon. IT' -a• 1100• NR 1000r rov•b'oc I. LMML6 TO IBE CAST-CFETE HIGH-BTREIWW PMCABT 4 PIKE-6TWEAGE11) U LINTEL& CONNECT TO EXIST. SEWER LATERAL BRG. U-BLOCK PRECAST CONC LINTEL BEAM T S QTHRU S BRCS. DOUBLE U-BLOCK PRECAST FILLED CONC- LINTEL BEAM TYPES QQ 4S14' DOUBLE U-BLOCK �, 4, PRECAST FILLED CONC. LINTEL BEAM TYPES O0 PLU1151NG RISER UNIT 11D11 5 TOP F11 O.C. SLAB 11D. II 0 I II II II II I --I II II II II � I II II C= ■ II II II �u� 26'-0" GIRDER �8J TOP OF BM. + 20'- TOP OF BM. + 9'-4' �ll II C2J �■— II II •....................• --- LJ ....................... G• O II BRN'G WALL I ■ BELOW I I I II I II ■ I HORED TO MAO. WALL r� / Li ■ WITH 5/8' RED HEADS :34TAMGTGOERIT SON TOP _ 1 I � I BRN'Cs WALL I ■ BELOW II I I jl II I I ■ L I� E— I I I �I L� 2'-1o' I I H II II H \ I I _ \\\ ❑■ I I I I I I — IRDER II I I� I I I GIRDER III L ------j -------- LiI L ■ ■ II WOOD TRUSSES IV 24" O.C. MAX — — — SPAG INCs BY TRUSS G:O. I❑1 I II � II � II I I I I I I ■I 4) II ■I p q m \2) I I II II II II II 2'-5° �� II II II II II 2 ND FLOOR FRAMINC= PLAN LU —V 13'-0" 13'-0" 4 3'-6° 6'-3" 3'-3° F -I o I I 3'-2" ;F---- 1 o 1 4'-2" CL � I I 1 -2" 8'-4" 2'-2" I ------------r- I I 4" I I I I I - I 1 I 13'-0" 3 -10' " 8'-6 I 1 SLAB SHALL BE A MIN. 4' THICK I I o 1 I 1 1 I WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X b' X II 10/10 WELDED WIRE MESH, l \ \ N 1 I I CENTERED IN CONCRETE \ \ \ I I I I DOUBLED 30' BEYOND BACK FTG.00 I I OF �7/1 FOOTINGS TO BE PLACED OVER % WELL COMPACTED GLEAN FILL / 1 1 1 1 TO MIN. 55% PROCTOR DENSITY / c I I TEST AND WITH VAPOR / 1 I I I BARRIER I I 1001SON SOIL I 1 TERMITESUNDER BEFORE 4 I 1 o I 1 MIL VAPOR BARRIER 1 1 FINISHED FLOOR ELEVATION TO 1 I I 1 BE 18' MINIMUM ABOVE TOP CROWN OF ROAD. SOIL BEARING I I CAPACITY FOR THIS STRUCTURE 1 1 I L TO BE 2,500 P.O.F. MINIMUM. I 1 I 1 I I on I I 1 ALL COLUMNS TO BE 1 1 M I I EXCEPT WHERE NOTED I I I I I I I - J 1 1 CF� I I t 5'-0" 2° I 1• I I �■ I I I I I ® A I � I L-J h /h I 12'-8° 2'-4" E -8 1 I IFU 9" I I 01 _ 011 o I EV. 451111 1 I 1 FINISHED FLOOR ELEVATION TO BE 18MINIMUM 1 I I ABOVE TOP GROWN OF ROAD r I 1 I 15'-0" I I I I 1 I I I CONTRACTORS SHALL VERIFY I 1 11 1 I ALL DOORS t WINDOWS 1 I I OPENINGS W/ MANUF. 4'-10" Ida, �c C�,J ■■IN. j IE1IE1 1 oo 1 I 1 1 1 1 1 1 1 1 ° ■ I 1 5'-4" 2'-51 I I-- n CL N ♦ / i/-� Ito 1 1 I ■ �— —M 10 114) 1 1 io. 01 n e-I 1 �1 _L— —J `� L------ — - --1 I I I I G ■ o I N I 6'-0" 4'-0" 2'-0° 3'-4 9'-0° 2 2 -0" 2 —Dn 26'-0" M 0 ED E L CD 0 Lu� J ^ In 0 N m���co J Z N J (O 00 w r � m o o n Z w N ¢ o x z o = < 0 www.GLEAssociates.com AA0002369 .--(12 DEC 8-Z(1p R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional N Lu T cn W M L � N T-_o �;a M Q = � LL tt r ' V Z LLI C r -j 0 cm Q Z a Q G) _ cmxLU a J FJ- co _W1 Q p a v -1 c0 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 1 PLAN REVISIONS 12/03/03 51JIL0ING 121 CASTLEPINES TOUJNNOMES J 0 B N 0. 03750-00143 I S S U E D A T E: 12/05/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Aml.3 COLUMN SCHEDULE 1 _ • 8' X 16' CONC. MILK FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. OE . 8' X 12' CONC. COL. W/ 4 " 5 VERT. AND " 3 TIED A 12' O.G. O � 3 1/2' X 3 1/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O J 0 8' X X CONC. COL. W/ 6" 5 VERT. AND 3 TIES ®12' O.G. ® . . 8' X 16' CONC. COL. W/ 4" 5 VERT. AND " 3 TIED 0 12' O.G. O 8' X X C COL. W/ " 5 VERT. 0 12' 6 S m 12' O.G. AND 3 TIES ® 8' CONC. BLK FILLED CELL W/ 2 "1 BAR TIED TO TIED BEAM AND 2 FOOTING. O ❑ ❑ 8' X16' LONG. BLK FILLED CELL W/ 1 5 BAR TIED TO TIED BEAM AND " FOOTING • 4'-0' O.C. MAX. 1 O III o 8' GONG. BLK FILLED CELL 2 5 W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. 11 I6' X 16, CONC. MILK FILLED CELL W/ 4 " 5 BAR VERTICAL W/ 03 TIES ® 12' O.G. • • • • FOOT N G SCHEDULE O XIS" THICKENED EDGE GONG. FTG. W1 W/ 2 " 5 CONT. © 8' THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. © X 3' X 12' CONCRETE PAD W/ 4" 5 6 EACH EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O-4 16' X 20' THICKENED EDGE LONG. FTG. W/ 3 " 5 CONT. O 12' X 20' GONG. FTG. W/ 3 " 5 CONT. AND I " 5 TRANSVERSE g 48' O.C. © FTG. W/ 2 " 5 CONT. 12' X 24' BELOW 16' MIN_ BELOW GRADE O� 42' X 42' GONG. FTG. W/ 4 • 5 EACH WAY BEARING 20' 1 10 BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SEWER LATERAL PLUI-I15ING RleEIR UNIT "Ell 3'-3" 32'-0" 17'-0" 9'-10" 1 2'-3' I 1'-4 13'-B" rrt--r-1 — `I ------I- -- — T II ■■ao.11 ■ ■ �9 i� �I � T-- TO I f� s ■ \ I SLAB SHALL BE A MIN. 4' THICK 1 WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X 10/10 WELDED WIRE MESH, I CENTERED IN CONCRETE DOUBLED 30' BEYOND BACK OF FTG. I I FOOTINGS TO BE PLACED OVER 1 WELL COMPACTED CLEAN FILL TO MIN. 95% PROCTOR DENSITY I TEST AND WITH VAPOR 1 BARRIER POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP I CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 PSF. MINIMUM. I —J 1 ■■ I 17'-0" I 8" 3'-2" 1 11 m -m FINISHED FLOOR ELEVATION TO BE 18' MINIMUM\ ABOVE TOP CROWN OF ROAD \ 1 10'-0" 9" I (4)11'-10" I I �- I (- r _ — -1 40 POST SECURE W/ SIMPSON MTT288 ON BOTTOMI I - - - - - - - - -1 AND (4) SIMPSON ST 18 ON TOP I --------M ------ I I I I I I I CONTRACTORS SHALL VERIFY I I I I ALL DOORS 4 WINDOWS 1 I j OPENINGS W/ MANUF. 1 I I I I I 1 I I I " -4-1 N MCCI I I I I I I I I I I I I C I I I I - I Lt I 2' 0" L--------� --- -------J '-Be 2'-6" 5'-4" 4'-6" 17'-4" 32'-0" 0 i O I N 0 Q Lu� J ~ In O N JmMM�06 Z ON J 0 op Q W r N o o !n Q O X Z oa1Q,. 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional N W � W vs-0 0 N O 4) 'r- o = z o � LL a 7 N Lu C — r J O NWQ =cif Z Q .W CL = r LIJ �C J m X o aIds; v J �O 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 1 PLAN REVISIONS 12/03/03 BUILDING 12-7 CASTLEPINES TOWNHOMES J 0 B N 0. 03750-00143 I S S U E D A T E: 12/05/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Aml.4 I GENERAL NOTES I I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 6. ALL BATHROOM FIXTURE OUTLETS TO BE S0' AFF OR AS PER BUILDER SPECIFICATIONS. S. 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. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE ISS4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.P. 02 Flo •1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF POW DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLIC VENT W/ SCREEN • FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 T'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD. RAILING 4 2' PICKET • 5' O.G. P014 GLS.BLK N HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P01S O' CEILING Pill TEMPER GLASS E 001 RECESS MEDICINE CABINET 13002 MARBLE SHELF 13003 CULTURE MARBLE ROMAN TUB 0004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE B001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN KOM COOK TOP K006 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL Ell POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 8001 BRN'G WALL WD. STUDS • 12' O.C. 5002 BRN'G WALL WD. STUDS • 16' OZ. FLOOiZPI ®GALE. 2 ND FLOOi;;,> BGALf=. i 1 PL .4N 1/0 . - i' — ®' DECK LIL �I 1010 IN 11IN101§1IIIIII ITN! I■MASTER BRM��II��I— ♦ � �' .�• �� a ♦ MASTERl•-� ♦�� ���i� gsl�ya • �I� ICI � r� I!D.,.� fir-F loom ��r�llll�l � I i�■I irlll �I — I :.•-.. 1all NMI ME :..-.. !�� �I wn J J =_� ��- —'� 1�1 1�1 I-r_ M �-rr. �I �I rrrr rrrr�rr� ��� W NORICI ICI 1 YODEL G G A-2 t1 CODEL D A°2 1"IODEL C A�2 1" MODEL D ! Moil =Film : •-• 11=11� PATIOCOVERED II I II . 1 I I ..i ,JI aiil m Fill MASTER BRIM _ LNE GI .. lii�lr IL f :� . ♦`t �,fjA� � ��' II L I _— � '� —. Rl� _ 1 I➢ •'� ' ���,�A� I - nPlim- low LEL 0, '�I�Y� III �Zr 7 �---.,r_m �i ��r �Milo _ rr waif Pimilfflur lilllllll' - mom �1W'yCUlll III's ■� ■ ■ I� 1 -••. �� �� DINING ROOM ��E��I♦� I'111.11 III 111.11 i ., , - — �I i � �JI' 'I�iI �JGARAGE GARAGE � �r it INNER �Is111■!I •. � .�-rr ' �?1 �!I � — ��NEW 1"I0D E L E AREA CALCULATION "E" LIVING AREA A•C 1530 eQ FT. GARAGE 230 ea FT. C40VEMD ENTRY 3o eQ FT. COVERED PATIO 115 ea FT. TOTAL UNDER ROOF 1w5 SQ FT 41( E 1"I0D E L C AREA CALCULATION "C" LIVING AREA A/C 16F3 SQ FT. IST FLOOR ICma' am FT. 2ND FLOOR 6F 3 60. FT. GARAGE 40 BQ FT. COVERED ENTRY 30 SQ FT. COVETED PATIO le e6 FT, - TOTAL UNDER ROOF 2155 eQ FT. AC2 1" MODEL D AREA CALCULATION "D" LIVING AREA A/C 1a4l SQ FT. IST FLOOR low SQ FT. 2ND FLOOR 754 BQ FT. GARAGE 254 eQ FT. COVERED ENTRY 61 e6 FT. COVERED PATIO 9m SQ FT. TOTAL UNDER ROOF 2252 e6 FT. ° 1" MODEL G A-2 AREA CALCULATION "C" LIVING AREA A/C 16a3 ea Fr. IST FLOOR 1000 Ill Fr. 2ND FLOOR 603 BQ FT. GARAGE 406 SQ FT. COVERED ENTRY 30 SQ FT. OOVERFD PATIO T6 BQ FT. TOTAL UNDER ROOF 2195 ea FT. J AC2 I YODEL D A-2 AREA CALCULATION "D" LIMN• AREA A/C 1041 SQ FT. 16T FLOOR io93 SQ Fr. 2ND FLOOR 154 SQ FT. GARAGE 254 Ill COVETED ENTRY 61 eQ FT. COVERED PATIO w BQ FT. TOTAL RAIDER ROOF 2252 - SQ FT 1101DEL E AE2 AREA CALCULATION "E" LIVING AREA A/C 153m BQFT- GARAGE 230 eQ FT. COVERED ENTRY- 30 BQ FT. COVERED PATIO 115 ea FT. .. TOTAL UNDER ROOF 1905 SQ FT s U J� J ^ lf] O O 8 Jm0M00� Z ON Q � O � W n o- Z o�� 0 0 N www. GLEAssociates. com AA0002369 R. QUINN TURNEli Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M Lu M ti W N -r- ®� = �co�o Mvzl� T 0_ Z N w ® _ IIIIII_ r J U) J 00 LJJ LlJ V _ z r a mz N D N X -i J m cn J a U) C) a v J co i CLIENT: KOLTER SIGNATURE HOMES T 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE 1 PLAN REVISIONS 12/03/ BUILDING l Z r7 MOM 4001111. D r1OIl C N00l1! LOT LOT LOT LOT LOT Lar 2R ?� Lq 190 3 f 3 Z CASTLEPINES TOWNI-IOMES J 0 B N 0. 03750-00143 ISSUE DATE: 12/05/03 DRAWN BY: RNF CHECKED B Y: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. A®2 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. ELK. VENT W/ SCREEN a FLR. LEVEL P006 42' KNEE WALL P00'1 PLANT SHELF ABOVE P008 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 a 5' O.C. P014 GLS.BLK. (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE 1=01-1 CABINET ABOVE P010 & CEILING P019 TEMPER. GLASS 5001 RECESS MEDICINE CABINET 8002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ GER. TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E00i CENTRAL VACUMN E005 AIR 44ANPLER UNIT 5001 BRN'G WALL I STUDS a 12O.C. W02 BRN'G WALL WD. STUDS a IS' O.G. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL SE 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 5E IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL 5UILDING CODE. 'I. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. B.ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. c3. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN it AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD 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 BOTTOM OF THE OPENING SHALL 5E NOT MORE THAN 44" OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 flo =1000 AREA CALCULATION "E" LIVING AREA A/G 1530 SQ. FT. GARAGE 230 50. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ. FT. 0 N N I N J m a COVERED PATIO M VAULTED CL'G :r 10 2'-0" 12'-4" L8' 12050 8GD LIVING ROOM VAULTED CLYG C2 25614 3'— ` � I I � in o ^to u, °m O LID sr z' o^ FLOOR PLAN A-2.1 SCALE: 1/4"=1'-0" 0 i io I 8" a I N 3'-8" 1 S-4" 32'-0" 2'-3" OPT. POT SHELVE ABOVE MASTER BRM VAULTED CL'G LINEN 5 6H 12 X24 SH. -JL-7" 11'-7" 5'-10' STER BA- I0' CLYA/C.T. o N KITCHENCN cV N 4^ 4^ VAULTED CL. G O� M 3'-4" 3'-3" DINING ROOM — VAULTED CL'G of 40 POST SECURE W/ SIMPSON MTr2E 3ON BOTTOM AND (4) SIMPSON ST 18" STRAP ON P WiD REF P00 �1 a T DEN/BRM #3 VAULTED CL'G 10'-0" 7'-6" 4" 6066 K9�� WH 2866 II E004 II I n c Aq�Ese o I 0 m K'012 N III ja o iz �II ' I II L � 2'-0 4" _BEDROOM #2 9'4 CLYG BA 9'4 10'-6" 356H EGRESS I n 17'-4" 32'-0" 24' GARAGE 9'4 CL'G 9010 OR GARAGE DOOR —6" 1'-8" B" 9'-0" 11'-0" "JI MODAL E E? 0 0 > W� J ^ In O N � Z � J t0 pp w^in d W p 0 � o o wlnzwd n o ¢ x CD 0 N MJ www.GLEAssociates.com AA0002369 11 111E "0 S 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M UJ r 0 W r m m t C Z �LL ♦^ P V Cc � � v Z N w O r J > IIIIIIIIIIIIII� W Z Q 0 T p "CD _ a N Lu H a J m U) Lm v) a p a cJ J cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 F 7— N0. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 BUILDING 121 Pro,MNO min mOR IN 11 CASTLEPINES TOLLNHOMIES J 0 B N 0. 03750-00143 1 S S U E D A T E: 12/05/03 D R A WN B Y: RNF CHECKED B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. Am2.1 KEY NOTES POOI 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. BLK VENT W/ SCREEN a FLR. LEVEL P006 42' KNEE WALL P00't PLANT SHELF ABOVE FOOD T'-6' WALL ROOS MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH 10013. 1 1/2' X 8' WD. RAILING 4 2' PICKET O 5' O.C. P014 GLS.BLK (I HRFIf;ir= RATED WHERE REQUIRED) 1`1015 HEADER ABOVE P01-1 CABINET ABOVE 1=018 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 8002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL EOO5 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP EOOT CENTRAL VACUMN E008 AJR HANDLER UNIT 5001 BRN'G WALL WD. STUDS ® 12' O.G. 8002 BRN'G WALL WD. STUDS ® 16' O.C. 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. -1. 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. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE 1121S4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.PF. 112 No =1000 AREA CALCULATION "C" LIVING AREA A/C 1 r:;, 83 SQ. FT. 1ST FLOOR 10ra0 SQ. FT. 2ND FLOOR &03 SQ. FT. GARAGE 40ro SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO -Ie) SQ. FT. TOTAL UNDER ROOF 21c�5 SQ. FT. 52O.. -0. 1 " DECK 1 Cr3'-2, 1'-5" 6'-2" 1, 2'-6" 1, 6'-2" 1'-5" S- 0 I 26aH ` 6ma®8GD WR=AN 6080aW W/PAN 26aH 12'-0" 4" 13,-0" LIVING ROOM MASTER BRM VAULTED CLYs VAULTED CL'G ro I IJLMI-WROD Ty�yN�M�1T WALL REPARATION � LL YM f VSl IiH�..1b�w111U IULL 0 N 0 I II N 28M I I DINING R00 VAULTED CL'G — 9'6 L'G 9'6 cLYs ELEV. + 11'-4' 4" 3' 6' 4" 5'-10" 4" I I \t71- F'mt2 I A¢vc[l I IA/ P013 m PWO _ S 501FIT • S I I J1O Att GI4'DE 5'— m 4 2'-8" h a 36' APF O M 4,STER BATH ~ �� 10, GLYs/C.T. 'a GL'GI I elmm HmmG ¢ I n ELEV. + '-111�2 — S-5" —11" 4'—?1 1'-11" 85'-8" m Pmim 1 ra RO.55' X 39), - I a I � o m KITCHEN VAULTED CL'G O 9'-0" 10'-0" s. TED CL'G 4A .REKFAST 35aH 356H I 4'-6" 5'-0" 4'-6" S-2" 6'-0" 20'-0" 26'-0" t��ICDEL C 2 NG FLOOR PLAN FLOOR PLAN A-2.2) SCALE: 1/4"=1'-0" 2'-3" 4 13'-0" 13'-0" 3'-3" 4'-2" 6'-2" 2'-4" S-4" 6'-2" 3'-3" L 1, 2'-3' E M COVERED PATIO 2-246H ECOMSS G 2'-3' 13'4 CL — Emma I m I FA W2 BEDROOM #2 60am eC+D M 9'4 CLYG 2— "Ji "O M i 12'-0" 4° 00 13'-011 BEDROOM #3 i I S'4 CLYG I 6" 4" N 4'-10 3'-0" -4" " 3'-6" 3'-4" 6 -2 66 n m j \\ \ '\ ^ II sy\\ 2666 AF _� I o Pmm2 7- 5C PO®I aml I d' v' I M � F rP TB. 2e6e BATH ?"� 0 I 9'4 � ) 11 " m o I Ho sr o I 04 + o E E004 , ih P004 LEV. + 13'-1' 1'-6" 4'-5° B" 5-8° 30 M uv lie ' 91DELITE 2' 0" 0 1 CsLA69 0 N GARAGE Pml¢ 9'4 GL'G/ 0 I I 0 N N Evo _ • 19'-0" •pp 16010 O.H. GARAGE DOOR " Q a co I ao 26'-0" 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. BLK. VENT W/ SCREEN • FLR. LEVEL P006 42' KNEE WALL P001 PLAINT SHELF ABOVE 10008 1'-6' WALL FOOS MIRRORED P010 PANTRY Wf 5 SHELVES 10011 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 • 5' O.G. P014 GLS.BLK. (I HR-1RE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POTS TEMPER. GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL E006 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 E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS a 12' O.G. S002 BW'G WALL WD. STUDS • 16' O.C. 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. 7. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN ro5' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 Flo =1000 AREA CALCULATION "D" LIVING AREA A/C 184-i SQ. FT. IST FLOOR 1093 SQ. FT. 2ND FLOOR 754 SQ. FT. GARAGE 254 SQ. FT. COVERED ENTRY 9,1 SQ. FT. COVERED PATIO 90 SQ. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A-2.3 % SCALE: 1 /4" _ 1 ' —0" JL —V 26'-0" e 2'-3" 8'-4" 5'-9" 6'-2" 2'-11" 1,_ 1 D" 3' FIXED GLASS 2-245H EGRESS 0 I 2E 13'-0" 12'-0" o m CID 13'-D" UL -UW5 TENANT WALL 13EPAR.4TION :0 crQW,M T"10 UL u••• m v11e R47ep. No ro+e7w4Twr nor uuu. neovme ox nlla►u ea. sloe a I'W. m•LL rai earaurr, Selo eN•uw elien•eeL eooas O I 1'-6" 10'-6" N d- 00 1D'-4" LOFT 42' WALL 8'0 CL'G ied 11'-0" 2'-0" I P001 I a c, 4" S-8" De 3 -4 Pm1 0 I i� ON 4'-8" 6 -8" M S-4e 1 � fl ]� 0/2 "' BATH #2 II 9'4 CL'G/C 2868 I v g1 - 5,_4e 4• 3, m 1Im �Q� Jam 506�5 BF� / as' KNEe {WALL_ C:, v ry�,0w\\\ /// �6 — \— ---`— /—/ / 6e V V BEDROOM #2 LOFT/BRM #3 a 9'4 CL'G 9'4 CL'G o I iU-) 13'-0" 4° A 1 12'-0" a a CCH `N I 4'- 7- 4'-6" 8'-26 8002 4'-6" S-7" a � 34SH EGRESS 9'-5" 346HEGRESS 12'-8" I 2'-6" 3'-11" 26'-0" CE L 2 ND FLOOR PLAN 4U —U 13'-0" 13'-0" 3'-3" 4 -2 E M fi 2-256W EGRESS N I COVERED PATIO g V4 CL'G M b I � o I 2'-3" ^ 9n B'-4' 2' 2" 8" 12'-0" MASTER BRM 0D 9'4' FLAT CLYa LE E003 0p `o 13'-0" ' EO®2 I M OeOS WALL LIVING ROOM 2'-4" 3'-6" 2'- " o m 2-STORY CL'G \ I *'PC E—E� . T SHELF it 94 4' 4 a aa Pall 3 I N 6'-2' � N EIRN H WALL 1� — — 4'-• 4' 4'-2" :r m 5' 10. 66 a A n S _ o B01D6 MASTER BATH `r j 9'4 C:LUX-717.WA r` _ DIMING ROOM roml 2 STORY CL'G • o I� I 16' PC T SHELF I ri wll E-90TT. a 9'-4' 4 TOP a 11'-4' 6" 4'- " 2'-11" -2" 4" '-8"5'- 1 LINE OF FLR ABOVE w e , I POWD �I °-4. '4 Mh(d' n -- � �p 9'4 GLYa UP P Ili R -u 5' ACH N M I � o 7 o WH I 4'-6" I -g 9' 2" ILI- Ev. +5' 11I2' 5'-8" 1 ITCHEN O o 30M L. B'4 �'G W/ A K009 6'-10" o 4'_6a SW MTL P002 P004 OCLOSE 11'-0" 2' 0" 4" 4' TE " . o I I P010 o � F,�a GARAGE o IN BREAKFAST a, CLW N m V-10" 5'-5. 2'-5" r E001 I �-• �0 6 w16 13'-0°ate0 oH. DOOR CV e co 5' 3" 5'-9" 10'-0° 2' 10" S-4' 9'-0. 26'-0" 168'-0" D A-2 0 ujJ � � � o a0 d N d. mMM�� J Z�J�ao W01p Df W p 1p o o W co Z W < Z ixa � 0 N www.GLEAssociates.com AA0002369 DEC U 8 2003 R. QNJNN TURNER Drawing Not Valid Urileas Signed. Sealed & Dated By Registered Professional MJJ L Wcc M N r O M Q = Z 0) 0 IL � Z N w O`` :3J N / N C3 ZQ Ja J N_ _ a CO) p a c� J cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 BUILDING 12-1 CASTLEPINES TOWNHOMES J 0 B N 0, 03750-00143 I S S U E D A TE: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. Am2.3 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. MILK VENT W/ SCREEN o FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 WALL 1=00S MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES 10012 22' X 36' ATTIC ACCESS W/ LIGHT < SWITCH 1=013 1 1/2' X 8' WE). RAILING 4 2' PICKET m 5' O.G. P014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) 1`0015 HEADER ABOVE 1=01.1 CABINET ABOVE P018 8' CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL M006 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 KOO& DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPT`fENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN EGOS AIR HANDLER UNIT 8001 BRN'G WALL WD. STUDS • 12' O.C. 8002 BRN'G WALL WD. STUDS • Ib' O.G. GENERAL_ NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. -1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 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. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD 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 BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.F.F. *2 Flo =1000 AREA CALCULATION "E" LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 3o SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ. FT. t--� FLOOR PLAN A-2.4/ SCALE: 1 /4"=1 '-0 '-3° R. QUINN TURNER pl-- a- oo D0 o p� �0 Om� 00 00 00 00 iwm BTGCO pNme rM MODEL E s T MODEL D SCALE: a 21° EE L EE \ZA T f 0N 2x r sae eoAw MODEL C DIU=MA-M 77P ` 7ifM11®enxw FN MODEL E MODEL C 77r MODEL D F};;':'rl)NT MODEL D MODEL C E L E \,w/,4 T I Oil 1/8 " - 1' - m' I. t" ID s et LEFT eIZ:) f-=' SCALE: MODEL C MODEL D SCALE: 1/8 " . 1' - m' MODEL E Ts a \ m.oa: . — — — — — — — — — — — — — — E=-LE=-V.4TIC)N 1/S ' - I' - m" MODEL E oil --�WALL LEGEND 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'-B' A.F.F. FLAT CEILING @ 10'-0' A.F.F. \ \ \ \ 1 2.5/12 CATHEDRAL CEILING NOTE: NOTE' I. 'WISHES" LL W/AD5a EA 51DE LF Tft65 FASTEN BASE RATE W/(2i 3/4' MB THRW-BOLTS IQ' BOLT TO MA5, E 6. 01 ) lod E.S. FASTEN SIDE PLATE W/4) 3/4' Ma THRa-BOLTS NOTE "2. '5EMCO' 5GF2 NOTE: TYF'IGAL 6TFA? ANCHOR TO MASONRY (UNO) SEMCO TAF'�I& (IW IOd ES. MAUL. _ '3E5 EA. 6TRAF' ALL HANGERS LUS26 U.O.N. B �1■11111111111■ ■� �MMIIINl■ 1111011111111■ 11ME1■M l I II111111 1■111 l II■�7■1/1 I ■ I11111M I �■ '/ \�I■ 11���► Illy■�► 1111111111 _ I I � ��■ III■C ' ' I II��C ,.. .. ,. .. INN■ 1000011111111111111 I��■ Il�f■r.' >,1 � � 11�Iir ��(, , a,Jl I11110 II■ I! %� �� /�■ I � �I -1= I � III■I III■/ III -_ __ p II■■®��� II■■®��� II■� i11■ II■EME= i!�■ II■®�■l�lA���J III®�■A�Q■ ( II���%�1 II■_�■■%�1 -�'�'—I' -�1������ 1�111111111111111"�, ■�t����� !P.4 CONCRETE BEAM BTM. 1 9'-4- :24 CONCRETE BEAM HTM. @ W-4- Ji:::: is i ti :•: i::::: i:: ' .:•- ' I I s�.ww... r.n.. t. ere w.aownwas —_1a/w I, asi l�eele r..wa« n..w 1. aO w.00wwwllw K.w 2nd 1=LOOiz Pi�,4MINCz PLAN .4' D A-4 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C e00 TA 20 10 0 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G 550 TA 20 10 2 STRAPS H B20 TA 20 10 1 2040 TA 20 15 2 STRAPS J 1L 35D TA 20 10 K 1500 TA 20 15 1370 TA 20 10 M 400 TA 20 10 N 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 0 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: osuro Uategory - Inn orlon n Factor ( 1) �1.00 Saela Wind Speed (V m125 mp Mean Roof Haight h SIB A, u ng yps na cee End/Comer Zone Width ( a )4-1t Roof Angle �0) - 23 deg Internal Prey oaTf. C GCDI 0.18 Design Output: Con' wi Roofre"WM reesurea 51 EffaetlwInt Wind Am S FT. or Zoi (Zone 1 + e En Zone (Zone 2 + Conner Zo (Zone 3 + Interior Zoi (Zone 4 + a we one one 5 + - 20 - - - - -oj - - - - -57 100 - - - - - 200 - - - -45- 1000 _ _ _an 1 -42_ r.0 a a #5 BAR T&B #3 0 120 O.C. THRU-OUT N a z RECAST LINTEL LU N.1 tOL CONC. FILL SOLID TO BOND BM COMPOSITE BEAM FOR JOIST TOP @ 11'-4' 2%B LEDGER FLOOR TRUSS BTM @ 9'-4' FLOOR TRUSS AND LEDGER B' BLOCK BEARING WALL TYPICAL FLOOR DETAIL SCI 13/4'=1'B' WALL LEGEND I TOP OF WALL @ 9'-4' A.F.F. x-M x Mess TOP OF WALL @ 10'-0' A.F.F. S e ZONE a RW nffERM 2111E mE B mw no ZONE 2OE 31 MW C011E1L 211E 2f6 4 WALL Blip]= ZONE SOE O WALL END ZIX o MF ANTE ITIR/(a1EA Z11E WHOM VW� 16/HIP ROOFS —1BrK'Ts .qP 0 Uj� O O N � m M 7 UD 00 Z ON J o 07 Of ^ � CC W O �q En O W N Z W z oaf O CNI www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional N W W Ic ^ M L) ' La. W r CO) 00 W LL1 V J N p ZQ A — r d XLU a CO) Eel � p a c� J t0 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 1 PLAN REVISIONS 12/03/03 BUILDING 121 MOD.L Emom C MODS a D MODS LOr fM LOT 0e LOr ff• LOT We wr IN Lo r No CASTLEPINFES TOWNI•'IOMi=6 J 0 B N 0. 03750-00143 I S S U E D A T E: 12/05/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN S H E E T N 0. FIPI0OF i=L AN 6Cw4LE= lies ^ - I. - m° ►Q! TOP @ I1'-4' FOR JOIST 2XB LEDGER 8'BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL, LEGEND 7- TOP OF WALL @ 9'-4' A,F,F, xxy'� TOP OF WALL @ 10'-0' A.F.F. WALLS- _ a mEuWUMUMms ZX 8 M END ZX 2X 3R33FaR)U ZRE ZME + WALL RAiRRR IDE NINE S WALL END ZME A Ras ANILE . Elm/CaRFR ZaE VEM v r,u�l./HIP ROOFS T� UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 BO 550 TA 20 10 OC 800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS OG 550 TA 20 10 2 STRAPS H 620 TA 20 10 O2840 TA 20 15 2 STRAPS OJ 350 TA 20 10 K 1500 TA 20 15 O870 TA 20 10 M 400 TA 20 10 NO 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Category =D Importance Factor (I =1.00 Basic Wind Speed (V =125 mp Mean Roof Height h 18 ft Building Type = nc ose End/Corner Zone Width ( a )41t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Componeni Roof Pressures PSF Wall Pressures PSF Effective 1Mnd Area SQ.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - Corner Zo ((Zone 3 + elnterior Zoe (Zone 4 + End Zone (Zone 5 + 10 29 -46 29 -97 29 -97 51 -55 51 -68 20 27 -45 27 -89 27 -89 48 -53 48 -63 50 23 -43 23 -77 23 -77 45 -50 45 -57 100 21 -42 21 -68 21 -68 43 -47 43 -5 200 21 - 21 -68 21 -68 41 -45 4 -4 500 21 -42 21 -68 21 -68 38 -42 38 -42 1000 - - - W CD Q Q 4 � N Q N N COMPOSITE BEAM NOTE: BAR T&B ® 12" O.C. THRU—OUT ECAST LINTEL NC. FILL SOLID TO BOND BM _WALL LEGEND 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'-B' A,F,F, FLAT CEILING @ 10'-0" A.F.F. 2,5/12 CATHEDRAL CEILING NOTE " I. 'HUGHE5" WWUC W/AD55 EA. 5iDE OF TRU55 FASTEN 546E PLATE W/(2) 3/4' M5 THRU-5OL76 1/2" 50_T TO MAS. ES. (14) 1Od E.5, FASTEN SIDE PLATE WI(2) 3/4' M5 THRU-5OL76 NOTE ' 2. '5EI'ICO" 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCO TAPR216 (10) IOd E.5. MAX U.L. = 1355 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP OF BM. + II-4' LL 8X 4 CONCRETE BEAM BTM, @ 9'-4' x x U x N L x x x x 01/ x x x x 24' DUCT CHASE 4x x x (1) USP RT24 (4) NAILS EACH In x x 2X8 LEDGER TOP @ 11'-0 1/2 x x x x x a x x x 1 F� x x 1/2' x DBL, 2X8 LEDGER TOP Xli'- x i• O+ x x ODD SPACE x x 01 x x x x x C J Li � x0-1� x x x x x x x x J L x x i x x x N P � C7 9'-4' x 8x,24 CONCRETE BEAM BTM. @ i 0 I AND FLOOR FRAMING PLAN 1 I ■vvv I Norms's SCALE: 1 /4"=1 '-0" 0 W0 J ^O LL7 o 0] D uo Z � uD a]6 N N V) somiw p o w Z w N ¢ O X z o < 0 0 N n www.GLEAssociates.com AA0002369 641 R. GUINN —,URNER Drawing Not Valid Unless Signed, Seoled & Dated By Registered Professional M L1J 0_ Wc rfta,r T G w 10 O Q = Z 0)C M V CcLL Z CM W O`er` C JCO) / = Q 00 LV W Z 0J 04 0 Q G) _ (1Z � X J M� W J FJ— Q f.�. Cn p a C� J co 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 1 PLAN REVISIONS 12/03/03 BUILE) 12-7 CASTL.EPINES TOWN1—IOMES J 0 B N 0. 03750-00143 I S S U E D A TE: 12/05/03 DRAWN 8Y: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. Am4.2 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 8 550 TA 20 10 C 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G 550 TA 20 10 2 STRAPS H 620 TA 20 10 2840 TA 20 15 2 STRAPS U 350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 N 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Category =13 Importance Factor ( I =1.00 Basic Wind Speed ( V =125 mp Mean Roof Height h --18 ft Building Type Enclosea End/Comer Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pros. Coeff. GC I = 0.18 Design Output: Componeni Roof Pressures PSF) Wall Pressures PSF Effective Wind Area SOFT. Interior Zone (Zone 1 t — End Zone (Zone 2 ( — Corner o (Zone 3ne t — or Zone 4 — End Zone (Zone 5 +)- 20 27 —45 27 —89 27 —89 J44(3 — 50 —57 21 —42 21 —68 21 —68 —47 4 200 — — —— 500 21 —42 21 —68 21 —68 —42 38 —42 1000 — — — — — ' %II Illll� ' �— C C PCKO ��nR— C 1 1 LI r ' ST OELL ID TO __�= .. • %illllll►� OUNTD BM COMPOSITE WALL LEGEND �1 TOP OF WALL @ 9'-4' A,F,F, �\ TOP OF WALL @ 10'-0' A.F.F. TOP ❑F WALL @ 13'-6 3/4' A,F,F, $$$ TOP OF WALL @ 20'-B' A,F,F, FLAT CEILING @ 10'-0' A,F,F, \ \ \ \ 2,5/12 CATHEDRAL CEILING NOTE: NOTE " 1. "HUGHES' WWUC W/ADSB EA, SIDE OF TRUSS FASTEN PA5E PLATE W/(2) 3/4" ME THRU-BOLTS ( /2' BOLT TO MAS. E.S. (14) 106 ES. FASTEN SIDE PLATE WW2) 3/4" ME THRU-BOLTS NOTE "2. "SEMCO" 8CE2 NOTES TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCO T4PR21& (10) 106 E,5 MAX U.L. = 13ag EA. 57R4P ALL HANGERS LUS26 U.O.N. x--x— x—x x x -x „x.--x-x-x - -x- x WALLS ,—ids rr WALL LEGEND TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. iQ ZONE 11 ROOF INTERIOR ZONE Q ZONE 21 ROOF END ZONE QB ZONE 3 ROOF CORNER ZONE (3) ZONE 41 WALL INTERIOR ZONE 0 ZONE 5 WALL END ZONE e ROOF ANGLE a END/CORNER ZONE WIDTH GABLE�HIP ROOFS 10•<9S 4' x x x x x 13'-0" cV a ALL FLOOR TRUSSES (1) USP RT24 l4) NAILS EAG11 c D51- 2X8 LEDGAR ANC 401RED TO MAS U IN CONC FILLED CELLS WITH 5/8' RED 1- WEDGE BOLTS AT 12' O.G. STAGGER TOP W55860, MIN EMBD • 2-3/4' INTO MAS 13'-0" /-TRAY OPTION -0 F 6 16' D EEP FLAT GIRD, F- r W BOTTOM T'lN kx ((4I) . 5FN'G WALL u BELOW 4'-2" FL19 FL18 FL17 � r -9 -1 o L1 r Ul M L FG3 DBL, 2XB LEDGER TOP @ 11'-0 24' DUCT CHASE r LEDGER TOP @ 11'-0 112' /I Y F1 D E L C2ND FLOOR 1`210AMINCx PLAN �, w•. r.r A-4 M A 1" 1 I IIVVV I vAu\ A-4.3 j SCALE: 1/4 11= 1 7-01) Uj� J ^o in � � O O mM�QD00 J Z N J t0 00 Q ^ In 0 Qq W p O H 'CT I � 0 w N Z W N Q O X Z o=< 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional M LU W r `'r' 0 O "L row= ° U. � M � j � Z N W o losses J / O N LL1 W z V a _ H a J m X Ci J a p a c� J KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 BUILDING 12-1 CA5TLEI=INE5 TOWNHOMI=S J 0 B N 0. 03750-00143 ISSUE DATE: 12/05/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN S H E E T N 0. A4.3 a WALL LEGEND TOP OF WALL @ 9'-4" A.F.F. TOP ❑F WALL @ 10'-0" A.F.F. TOP OF WALL @ 13'-6 3/4" A,F,F, TOP OF WALL @ 20'-8" A.F,F, FLAT CEILING @ 10'-0" A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE ° 1. "HUGHES" WWUC W/41D5B EA, SIDE OF TRU56 FASTEN SASE PLATE WK2) 3/4" P'15 TH1RU-60LTS 1/2" BOLT TO P'IAS, E.S, (14) IOd E.S. FASTEN SIDE PLATE W/(2) 3/4" NIB THRU-BOLTS NOTE 0 2. "SEMCO" SCzP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMOO TAFR216 (IO) IOd E.5, MAX U.L, = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP 2 11'-4' FOR JOIST 2XB LEDGER 8' BLOCK BEARING WALL FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALD 3/4'=1'B' WALL_ LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, • M M M Y Y TWS -1 B h zx L MIF IIZIERD= zIx ME B 07 EM ZQE ME a WIF CINER ZIX ZOE M WN-L DAt" SE ZX S WN.L EW ZIE Rom' NME • am/cam ZaE VEM -IF 62c /HIP ROOFS UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 88 550 TA 20 10 C 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS OG 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS OJ 350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 0 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Category =13 Importance Factor ( 1 =1.00 Basic Wind Speed ( V =125 mp Mean Roof Height in =18 ft lInternal-Pres. Building Type = nc ose End/Corner Zone Width ( a )4�t Roof Angle (8) = 23 deg Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - Corner Zo (Zone 3 + - elnterior Zoe (Zone 4 + - End Zone ((Zone 5 + - 10 29 -46 29 1 -97 29 -97 51 1 -55 51 -68 20 27 -45 27 -89 27 -89 48 1 -53 48 -63 50 23 -43 23 -77 23 -77 45 -50 45 -57 100 21 -42 21 -68 21 -68 43 -47 43 -53 200 21 -42 21 - -68 41 -45 4 -48 500 21 -42 21 -68 21 -68 38 1 -42 38 -42 1000 - - - - - � Illl a\. _- =t< biLJ • COMPOSITE ullllll►. B' #5 BAR T&B #3 @ 12" O.C. THRU-OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM 1 N� TRUSS PLAN A-4.4) SCALE: 1 /4 --=1 -U 0 Uj: ^ li7 oJ ccC' N d J Of o�o�^� w�Zw� CDZ o d 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M LU to M M :a CV r- O r c U Z �0 M Z N W o Q J Cl)/ W V J N � Lu c aQ .0 ..M./ N X LU H a J W CO) J Cl) p a C� J t0 KOLTER SIGNATURE HOMES 216O NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 51JILDING 12-1 0,011 CASTLEPINES TOWNI40MES J 0 B N 0. 03750-00143 ISSUE DATE: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. 1 I J FIRECAST CONC. COL. BY SUB-CONT. 2 • 5 STpJCT. STEEL BARS VERT. TIED TO FOOTMG PAD FILLED HALF COL. WNERE SHOUx (NON STRUCTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. FRECA5T COL FINISHED CLG I/2' GWB 2x STUDS a 24' O.G. A.N.U. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER 3 LOC. TOP < BOT. 2x 4 STUDS ® 24' O.G. 4- Ibd NAILS PER CONNEC. FINISHED FLOOR NOTE: SREETU1�i PLAN IR N FOR LOC OF DUCTS 4�4U &TAND I' x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ OSS X 1 1/2' SM 6' O.G. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF. SPECIFICATIONS. WINDOW BUCK DETAILS 8' x 16' GONG. BEAM BLOCK 8' x 16' CONC. BEAM BLOCK e' x 12' CONIC. COL. W/ (4) S d 03 TIES ® 12' O.C. (1) 45 BAR VERT. HEIGHT CHANGE DETAIL FACE OF STUD OR SUBSTRATE GYP BD WD BASE- SEE FINISH SC4— (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOUS SEALANT WALL DETAIL STUCCO SEALANT ANCHOR TO MASONRY WITH (3) " R.P. WEE 1/4' GTE SIDE Arv✓ ov I I vm RU BOLT WITH > 1/2' , BOLTS > GIRDER TRUSSES WITH MFG. T�'F. ANCHOR FOR FATIO GIRDER TRUSS TO 1" 1A5ONfKr R I ER (FILL BLOCK COL'S SOLID WITH CONIC.) Ilk • FILLED CELL W/ (1) "5 a EA SIDE JAMB (TYP) STUCCO o �� LAG SCREW PER MFG DATA WOOD DR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3836, MIN EMBD 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' A50 F.F. MAX SPACING BTWN ANCHORS 36' G;AR GE DOOR BUCK DETAIL FILLED CELL W/ lU "5 EA SIDE JAMB (TYP) I' 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 T' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS ANCHOR DOOR JAMB TO BUCK WITH (2) 010, T' FROM EACH END, 24' O.G. JAr-1 ANCI401R DETAIL 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2' X 4' OVER DROP GABLE FOR OVERHANG OVER 8' �2 2' X 4' RA RUN 2 N IX 91177 2' X 6' P.T. I/2' REDHEAD ® 48' O.G. X 8 FASCIA X 6' VERT. • 24' O.C. GABLE END TRUSS MTL. STRAP ® 24' O.G. 1/2' EXT. GRADE PLYWOOD FLAT GA5LE END BLOCK WALL DETAIL TYPICAL REFER TO SHEET A-1 FOR ROOOF NOTES ELEv. 20'-5' GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING BTWM PROVIDE 5/8' EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND 5/8' STUCCO FACING BOX OUT DETAIL 2 X S(6) VERT STUDS AT 16' OC PROVIDE DBL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X 16 BOND BEAM CONIC FILLED WITH (1) • 5 CONT ELEV. 16'-4' STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (5) 10d GALV COM STRAP EACH VERT STUD (5) 10d GALV COM EA STRAP TOP AND BOT EACH VERT STUD NOT ALIGNED WITH TRUSS ABO ATTACH 2X8 PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONC 2/1/2') OR ANCHOR WITH HILT[ SDM-12-536 PIN (METRO DADE PROD APP NO 90-120SMOS) PROVIDE (2) PINS BTWN EACH STUD OF A 2X4 WALL KNEE WALL TO 1" IA5 0 Lu� J � � O Om ad N � m�M�� J Z w o p 0 t: � o o W n Z w , n < O x z < 0 o D- p N n www.GLFAssociates.com AA0002369 (:dL OFC 0 8 2ni13 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional N N Lu 10 _ Z _O LL V Z O1111111111111111� H co > y... c 0' z �(J d a Lu � a J m N KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 1 1 � 03750-00105 ISSUE DATE: 12/05/03 D R A W N B Y: RNF CHECKED BY: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. A m 5 GYPSUM WALLBOARD_ MIN. R-II INSULATION (IF APPLICABLE) PROVIDE SEMCO RTPGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD UJK3) I(od NAILS 4 TO DBL SILL PLATE WK2) Ibd NAILS 4 TO CONT. CANT 5LOCK'LUK3) 16d NAILS 4 TO TRUSS W/(6) 8d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK-- --'"— TRUSS BOTTOM CHORD BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEADER 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILT[ SHOTS ® 12' O.G. TYP ARCH WINDOW OR OPEN'G 2x 4 ON FLAT J m 24' O.GP . TY 5/8' CpX FLY, NAILED W/ 8d NAILS ® 6' O.C. 2x 4 HORIZ. 6 6' O.C. CU TO FORM RADIUS OF AR 8x COL OR FILL'D CELL AN DE OF OPEN'G SEE ARCH EIR?A" IING DET FILLEWDW/DR JAM58 E W/ GONG an m U U BOTTOM OF SEE FOUNDATION PLAN FOR FOOTER COLUMN LOCATIONS AND REINFORCING) LINTEL PETAL CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/8' EXP I PLYWD SHEATH'G W/8d ® 6' O.G. EDGE 4 FIELD 4' O.G. m CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS WKS) 10d NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND BOT. FASTEN WITH (8)10d NAILS 2 X 6 WD STUDS ® I6' C/G LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER 80. FT. RA§ WL`ONTINUOUS <NEEUJALL DETAIL �-511P—Tqm PROVIDE 'SEMCO' TAP32 (EMBEDMENT 8' MIN.) w/ (12) 16d NAILS TO TOP PLATE Al SEMCO TPP(X) 'U' STRAP WITH (3) 8d COM EA SIDE (TYP SCHED. ABOVE SEMCO RTP IW24 WITH (6) 16d COM E.E. FASTEN TO STUD WOOD HEADER IF EXISTS. OTHERWISE, (DIMENSIONS VARY) WRAP AROUND TOP PLATE SEMCO RTP 18824 WITH CV 16d COM ES• 0 EA STUD Bi;RN'G WALL i4F=ADEIR DETA L TOP PLATE ANCHOR AT EACH STUD — STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE 2 X F.S. PROVIDE 'SEMCO' TPP6 2 X WOOD STUDS ® 16' O.C. w/ (6) 8d NAILS (4 EACH SIDE) 5/8' TYPE 'X' GYP. WALL 2x6 WD. FRAME WALL BOARD BOTH SIDE (STUDS 6 16' O.C.) 2x6 PLATE MO VIDE 0* FELT P.T. BASE PL. W/ 1/2'X l' LONGKUJIK-BOLTS ® 48' O.C. OR TOP PLATE ANCHORZ2X 311 X 300 SST/REDHEAD 1/2' ANCHOR BOLTS AT EACH STUD ASPOWER FASTENERS 01524 SDC 24' O.G. MAX. (EMBEDMENT 3' MUD SILL + 12'O.C. MIN.) w/ ' ' ' AB U13 3x3x I/4' WASHEWASHER 8x8 GONG. FILLED CELL w/ (1) @5 R.B. VERT. CONT. TYPICAL CONC. BLOCK WALL EfRX IE UJALL/5LOCK CONN. }IGH RIB METAL LATH BEEN VENTS ® 8' OG NON -BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS f 24' OC I/2' GYP WALL BOARD EACH SIDE R-11/R-19 BATT INSUL WHERE INDICATED ON PLANS WALL SECTION PLATE 5EAfRING WALL DETAILS PRE-FAB WD. TRUSS FRM. TRUSS MANUF'DSPACE 024' O.0 2 X TRUSS BRACING ATTACH'D TO TOP OF SOT. CHORD W/ (2) 16d NAILS PER TRUSS. PROVIDE SEMCO TAPR216 GAL HURR STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (8) NAILS AND FASTENED TO T.B. W/ 3 KWICK- CON II 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND BM TYP. 8' CMU. WALL ALT. TfRU,55 6PRAF EDGE NAILING INTERMEDIATE NAILING BOUNDRY NAILING CORNER NAILING ROOF FLOOR ad ® 6' O.C. 10d s 6' O.G. 8d ® 6' O.G. 10d a 10, O.G. 8d s 4' O.C. 106 s 4' O.G. 86 o 4' O.C. NO NAILINC-3 6CI4EDJLE PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON GONG BLOCK 1/2' GYP WALL BOARD 1 X 2 PT WOOD FURRIN 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL! 12 55 REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEV.10'-I' DE1/41L®T*`r= J,4115 SCALE: 1 1/2' WALL SECTION RAISED STUCCO BANDS REFER TO ELEVATIONS 3/I6 X 3-1/4' TAPCONSCREWS AT 24' O.G. MAX I X 3 PT NAILER 411 0 W0 J ^ LL7 m N J 7�r- Z J w 00 w ,� ,n 0 w o 0 o�o�r� w v= z w a n Q O X Z oar 0 N r7 www.GLEAssociates.com AA0002369 J J DEC-0 8 2NO3 R. QUM TURNER Orawing Not Valid Unless Signed, Sealed & Oated By Registered Professional 4� U) LL! R 2 Z _O � •w) V Z O � ■``_ .r 0 o za / W V .O � J in CO)a a v� U) V 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 1 PLAN REVISIONS 12/03/03 J 0 B N 0. 03750-00105 I S S U E D A T E: 12/05/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. A M6 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 1 X 2 PT WOOD FURRING AT 24' ❑C, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH — TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O,C, MAX TYPICAL INTERIOR CEILING 5/8' GYP WALL BOARD ON PRE FAH FLOOR TRUSSES W1 5/8' X8' WEDGE ANCHOR AT 24' O.C. 1X3 FIRE STOP 8' C.C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH SLAB AND FOOTING ELEV,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 TOPg'AOF 20'-8' AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATE➢ ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. TOP ❑F 10'-8' BEAM AS SCHEDULED CEILING HEIGHT +9'-4' AS SCHEDULEbP TYPICAL DOUBLE TIE BEAM CONSTRUCTION 8'X16' POURED CONC TIE BEAM W/ (1) #5 REBAR TOP (1) #5 REBAR BOTTOM CONT #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BILK 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 a i GRADE VARIES s TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4' CONC SLAB W/ 6X6 1010 WWM FOOTING SIZES AND STEEL INFORMATION. ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 STORY TYPICAL WALL SECTION (END) WALL SECTION USED ON 'C" 4 'D' MODELS 2'x8' WD. HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM -� F 2'X12' WD. STRI 4'x4'x4'xl/4 CLIP L W/5/8'x4' WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) TRUSS L BRACKET W/2-1/4' BOLTS P ' 1'X RISER in 2'x12' WD. TREAD \2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH —DRYWALL ON BATHSIDE TAPE AND SEALED METAL TRUSS ANCHORS EA. END EA. TRUSS R-19 INSULATION MIN, 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES WOOD WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAILS USED ON "C" E 'D' MODELS 1X8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH 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 I X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF SEE PLANS AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS, 5/8' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM. SCREEN VENTS 2 8' OC IN SOFFIT SINGLE BOND BEAM W/ (1) #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 BILK 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 ❑N BLOCK EXTERIOR, SLAB AND FOOTING SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEV.O' . GRADE VARIES TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4' 6 MI SLAB R 6X6 1R WWM FOOTING SIZES AND STEEL INFORMATION. ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 1 STORY TYPICAL WALL SECTION (END) WALL SECTION USED ON 'A" 4 "E' MODELS 1 4 SPAN # 5 2 6' O.C. (1) #5 REBAR NOSING TYP, 11° OVERLAP REBAR' 24' AND TIE • #5 REBAR 12'TOP L #5 6'BOTTOM EQUALLY SPACED cc #4 REBAR 2 i 10' O,C. i 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH EXTERIOR STAIR DETAILS USED ON 'C' E 'D' MODELS 1 HOUR FIRE RATED PLYWOOD PYRO-GUARD 4' FROM PARTY WALL EACH SIDE \ R-30 INSULATION MIN' / TYP INT CLG CONSTRUCTION 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP B'-0' O.C. MAX 44' X 44' X 12' CONC. STAIR PAD W/ (5) #5 REBAR EACH WAY 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 MIN 8'X12' POURED CONC TIE BEAM W/ (2) #5 RB TOP (2) #5 RB BOTTOM CONT. EXCLUDING HEEL CONDITION TYPICAL TIE BEAM CONSTRUCTION RAKE BEAM IN ACCORDANCE W/TRUSS RAKE BEAM x x x IN > TOP OF •. AM �nm AS SCHEDULED DOUBLE BOND BEAM W/ (1) #5 TOP (1) BOTTOM 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 TYPICAL INT. BILK WALL CONSTRUCTION UL TEST NO. U905 BEAM AS SCHEDULED DOUBLE BOND BEAM W/ (1) #5 TOP (1) HOT. 2 +8'-1' TYPICAL INT. BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLE➢ CELL AS INDICATED ON FOUNDATION PLAN. TYPICAL PARTY WALL (MIDDLE) Wp.♦�� V♦=V I IVI\ MVL.Y �/I `\ \M, V, L, N/ , IVYVLv 90 DEGREE # 5 REBAR VERTICAL BOND BEAM COLUMI (4) # 5 REBA VERTICAL # 5 REBAR TOP # 5 REBAR BOTTOM RAKE BEAM ELEV,O'y MAS BLOCK WALL RAKE BEAM MIN, 8'X12' POURED CONCRETE TIE (2) #5 TOP AND (2) #5 BOTTOM REBAR TO VERTICAL B'X12' CONCRETE COLUMN TO (4) #5 REBAR, #3 TIED 2 12' ❑.C. WITH 90' #5 REBAR, VERTICAL DISTANCE SHALL NOT EXCEED 24', AND THE MAXIMUM HORIZONTAL DISTANCE SHALL NOT EXCEED 36', REBAR TIE BETWEEN BOND BEAM AND RAKE BEAM DETAIL WALL SECTION USED ON (H) MODELS 0 w� o o= N � J Z Q J uD a0 r- L,. � to Df H W o ^° 0 N Z w Q o x z < o d 0 N www.GLEAssociates.com AA0002369 DEC © 8 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed B Dated By Registered Professional W c0 = Z O U. rn V cc Z O • \\ :n = / /� O J - Lu \� (' O N a J 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 1 PLAN REVISIONS 12/03/03 J 0 B N 0. 03750-00105 1 S S U E D A T E: 12/05/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. Am7 .. • m 10EEN =IIIII, m�mm omm mHmm o oo� IN _ o�mm - Ill C30 17 M®Il M - ©-.---�-.IIIIIIIIIIIIIIIIIII,—_- aIIIIIIII'llllll, -©-.WE cm lll�I�mlllll' III3IIIIIIII'lllll, - _ -m-■ - _IN MEMIMMEMEN IIIIIIIII'lllll'llllllll'lull, LOAD CALCULATION A/C • 100 % 18 KWS FIRST 10 KWS. • 100% — 100 KWS REMAINDER • 40% 11.9 KWS 412 - 11.5 . 29.1 X A . 11.9 TOTAL 2%4 KWS 21.4 KIDS X 1000 122 AMPS 240 PROVIDE. 180 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1663 50FT. X 3 WTS/SaFT. 1000 • 5J0 KUjS — 110DEL D PANELELECTRICAL �0 mE - : 111111 omo oB�. Vim© Om�® 0 om® voM. mm MINI. mom..... = mmm Comm 111111 LOAD CALCULATION A/C • 100 % 'IS KIDS FIRST 10 KWS. • 100% — 10.0 KWS REMAINDER • 40% 10-T KWS 46.1-20. 26.1 X A. 10.1 TOTAL 292 KWS 31A KWS X 1000 116 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14m SaFT. X 3 WTS/saFT. 4.5 Km 1000 m 3-1/0 THGN CAL IN 1 1/2, CON. 1 M TNWN CIJ TO 2-5/e' X ®' LON C•ROUND DRIVE ROD F'ER NEG, MODEL E ELECTRICAL LEGEND 9KIFACE EDINTEO LIGHT BREAKEII PANEL N WALL MCIMTm LIGHT /C7 ELECTRIC METER ® RECESREB HIMI HAT O.I MAIN MsCGMECT PAWL WPLOj RECESSED VAPOR PROM LIGHT Q.I ➢mm m OOImMECT PANEL SERFAGE MCMTO F MEBCENT MTWE ROIITm WIRE L �J RmESSECm FWORESCEM FI%TIAE -d TELET ME JACM ® WAT LAMP/ MMIST FAN COMBINATION TELEVISRIi JACK p ROCO LIGHT INTERCOM ® J mm SOK L�C SEWRITY SYSTEM EKHAJST FAN 1_I CHIMES �¢ TRACK LIGHTING FIMW O THERMOSTAT K SWITCH ❑® TIMER RELAY O WAY SWITCH SHOW OETECTCR • 4 WAY SWITCH ' GARAGE OmR OPENER yIP DIMER SWITCH O PESH WTTOM-Ciffl E OR OPENER PAROLE FAN {7 MV BIITTON-GARAGE IE OPENER 44- TOE SWITCH 4 WEATHER PROOF SWITCH WAB iJM-U RECEPTACLE 6- BEIGCATm RECEPTACLE FWM RECEPTACLE 1RIPLEM RECEPTACLE ENIEa SWITCH ACTIVATES RECPPTACLE WEATHER PROM RECEPTACLE ® RBD-VOLT RECEPTACLE ®S GRWNB FAOLT RITEREBIPIER RECEPTACLE I1 TO FFL POWER CO. CA ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) K� K. KMP ELECTRICAL PLAN SCALE: 1/8 =1 0 ELECTRICAL PANEL Vim: m®om -.IIIIIIIIIIIIIIIII'—IIIIIIIII'm�lllll' �-}. -©-. IIIIIIIII' roll m IIIa©IIIIIIII'lllll, IIIIIIIII' m111mI=MMMM MOMS M! mMm=MMMM1 M1mM MINE MEME MINE LOAD CALCULATION A/C • 100 % T5 KWS FIRST 10 KWS. • 100% — 10.0 KWS REMAINDER • 40% 122 KWS 418-ITS•303 XA•122 TOTAL 29.1 KU15 2%1 KWS X 1000 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1641 SQFT. X 3 WTWINSIFT. • Dh KWS — 1000 110DEL C LLJ� J ^ to m N� J Lq 0t Z � J c0 00 wrLr> J n z w z < ar o 0 N www.GLEAssociates.com AA0002369 (102 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M LLJ r ® W v ca N r 0 T� U Z LL M R., cc Z N w T J U) W V/E� N 0 LLI ®Za W CL N Lu _j a J i+R+ X N O -J U J t® KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 BUILDING "am ■ L LOT LOT MOD®. C LOT rlmm. LOT plain La? CASTLEPINES TOUNHOMES J O B N 0. 03750-00143 I S S U E D A T E: 12/05/03 D R A WN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 a 2/50 12.0 RANGE "6 1 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 DRYER "10 II 1/20 1.0 REFRIGERATOR 012 13 1/20 15 MICROWAVE (OFT.) 012 14 16 2/25 45 HOTWATER HEATER '10 15 1/20 15 WASHER 012 11 1/20 15 SMALL APPLIANCES (GFI) 012 1S 1/15 05 INTERCOM OUTLET (OPT.) 92 IS 1/20 15 1 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 45 GENERAL LIGHTING 014 22 05 GENERAL LIGHTING CGFU M4 23 24 1/19, GENERAL LIGHTING 014 25 26 2'1 2S 29 30 31 32 33 1/20 1.2 1 PAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/201 5ATHROOM RHC. 012 3-1 SMALL APPLIANCES (WI) 30 1/201 SMOKE DETECT. 4 5ATHRM. L IGI 4T#12 3S SPARS 40 SPARE 41 SPARE 42 SPARE SU5TOTA 2L 32 K.W. TOTAL CONNECTED LOAM`46 K.W. SU5TOTA 23B K1U, LOAD CALCULATION A/C IN 100 90 1.5 KWS FIRST 10 KWS. m 1009. 10.0 KWS REMAINDER o 409. 10.1 KWS 46.1 - 20 = 26.1 X A = 10.1 TOTAL 282 KUJS 31b KWS X 1000 - 118 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1455 SQ.FT. X 3 U)TS/SQ.FT. 45 KUjS 1000 ELECTRICAL LEGEND -l1}- SURFACE MOUNTED LIGHT _0111yBREAKER PANEL K WALL MOUNTED LIGHT ,.. I (D., ELECTRIC METER RECESSED HIGH HAT �.l MAIN DISCONNECT PANEL FOB o-I DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE d0=— SURFACE MOUNTED FLUORESCENT FIXTURE �� � TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE TELEVISION JACK 0 C] HEAT LAMP/ EXHAUST FAN COMBINATION -L� INTERCOM FLOOD LIGHT JO Q SECURITY SYSTEM JUNCTION BOX S EXHAUST FAN aH CHIMES yy TRACK LIGHTING FIXTURE O THERMOSTAT 44 SWITCH D TIMER RELAY 4'�n 3 WAY SWITCH SMOKE DETECTOR 44' 4 WAY SWITCH GARAGE DOOR OPENER yq1� DIMMER SWITCH O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER -64- TIME SWITCH 4'93 WEATHER PROOF SWITCH 0= OUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE I10/120 SWITCH ACTIVATE➢ RECEPTACLE 04 WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLE 0-S. GROUND FAULT INTERRUPTER RECEPTACLE 3-1/0 TPWN CU. IN 1 1/2" CON. 104 TI-IWN CU TO 2 -5/8" X 8' LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1/4 I)= 1 1 -Oil A/C C471F m UJ� J ^ In m N � M M C6 Z � aD J ID a w^in w tD p O H m d w N v=izw� o ¢ x z o < 0 0 N M www.GLEAssociates.com AA0002369 DEL R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional c LiJ W M O0 N� 4: v— 4 v z �CO ♦^ M V � Z N w O`` ar. J N / 0 00 Lu uu V J CNI a z < ���a_j m co Lu a cn p J cc 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 1 PLAN REVISIONS 12/03/03 5UILDING 121 Imam W Jp CASTLEPINES TOUINHOMES J 0 B N 0. 03750-00143 I S S U E D A T E: 12/05/03 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E ELECTRICAL PLAN SHEET NO Eml.1 ELECTRICAL PANEL NO POLE TRIP KW DESCRIPTION I WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12.0 RANGE % 1 9 2/20 227 DISH WASWER/DISPOSAL 012 10 12 2/30 50 DRYER 010 II 1/20 1.0 REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT-) 012 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER 012 1 1/20 15 SMALL APPLIANCES (GFI) 012 IS 1/15 05 INTERCOM OUTLET (OPT.) 012 19 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 5b GENERAL LIGHTING 014 22 1/15 GENERAL LIGHTING (GFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 12 PAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1 1/20 BATHROOM REC. 012 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. < BATHRM. LIGHT 412 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 243 KW. TOTAL CONNECTED LOAD: 41-8 KW. SUBTOTAL 235 K.W. LOAD CALCULATION A/C a 100 % 1.5 KWS FIRST 10 KW5. a 1009. 10.0 K1115 REMAINDER is 409c 122 KWS 41.8-IlB a 303X.4= 122 TOTAL 29.1 KWS 29.1 KWS X 1000 - 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SQFT. X 3 WT5/5Q.FT. 5.6 KWS 1000 E fri 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/S' X V LONG GROUND DRIVEN ROD PER N.E.C.— CED L C TO FPL POWER CO. G.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1 /4"=1'-0" GFI `J I II J -- II � I I A I � I I LA I -- I -- I I D AIR T I GFI EF � I I 3 VP a VP GFI I o wldD I a11 I TO COACH LIGHTS 2 ND FLOOR E:LE:CTRICIAL PLAN 6CALC. 114 . . P - O- 1P I WITCH GFI a 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 TAWN CU TO 2-5/8' X 8' LONG CsROUND DRIVEN ROD PER N.E.C.— TO 1=PL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1/4 1)= i I -oil J _.Q a I TO DOWNSTAIRS SWITGFI II II J/ II 3 II> s EN rli\ `1- AIR �� F-1 7 1�11-7 �I !"]nf? ��—�r't^'IIlL,n,N E-1 m mCAL-. V4 . - 1' - W. cm A/C COMP 0 u J� N Q W ^ In d' W p tD W !n Z W d N O ¢ X p N N2 www.GLEAssociates.com AA0002369 (fL R. QUINN 'TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M LU T � cn W r M (�_ M m ,a 0 c G = 0).2 L L M L) ' Jcvwo IIIIIIIIIIIIII� T J > Q co W W Z Q V J T G ,m N x Lu a J M� W (n J hJ- Q N p a v J cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 WILDING 12-1 imoa a CASTLEPINES u 0 B N 0. 03750-00143 I S S U E D A T E: 12/05/03 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. Eml.3 4