Loading...
HomeMy WebLinkAboutPLANSY NOT06 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/G poor, r,o WAR BLK VENT W/ SCREEN 6 FLP LEVEL poor, 42" KNEE WALL pool PLANT SHELF ABOVE PooB l'-6". WALL Foos MIRRORED Polo PANTRY W/ 5 SHELVES poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT b SWITCH F013 1 1/2" X 5" WD. RAILING d 2" PICKET 6 5" O.G. P014 GL8I3L.K (I WRFIRE RATED WHERE REOUIRED) poly HEADER ABOVE polro roo WAN, VENT 6 GARAGE DOOR 6 FLR.LEVEI Poll CABINET ABOVE Pols 8' CEILING P01S TF_MPEIZ GLASS Boot RECESS MEDICINE CABINET B002 MARBLE SHELF Boo3 CULTURE MARBLE ROMAN TUB B004 - CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ C.SM TILE WALL Boob KNEE- SPACE 15001 BANGS OF DRAWER BELOW Y.001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN Koo3 REFRIGERATOR K004 DOUBLE WALL OVEN KooS GOOK TOP K006 DISOWASHER Fool ELE>= t'RICAL. PANEL E002 ELECTRIC METER E003 A/C COMFR:ESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL, E005 POOL PUMP/EGUIPTMENT Eoo6 WHIRLPOOL FUMP Eool CENTRAL VACUMN E008 AIR 14AK,01-rR UNIT Sool BFN'G WALL WD, STUDS 6 12" O.C. Soot BRN'G WALL VJD. STUDS 6 16" O.G. asNaRZ NoTrms L ALL WINDOWS AND SLIDING DOOR GLASS, SHALL 15E _,—PER ENERGY GALCS, 2, PROVIDE 120 SOAK OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3, DRYER MUST VENT TO OUTSIDE. 4, SET HOT-WATER HEATER AT FIIL FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REOUIRED BY LOCAL BUILDING CODE- T, NVAC CONTRACTOR t0 PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. S. 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 SHALLLL WATER BE INTERCONNECTED. II. URINAL E AND S NKS COMPLY WITH TABLE 4ro-R2 OF SF;B.C. 1992 EDITION 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.71 SOFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN e,.4" OFF THE FLOOR. ARSA CALCULATION LIVING AREA A/G 1847 ea FT. I ST FLOOR 1093 6Q, FT, 2 ND FLOOR 154 5t2. FT. CSARA zE . 254 g U. r-1- GOvERED ENTRY ro I en. FT. cOvEF'ED PATIO ' GO' PT. TOTAL AREA 22t32 S'(' 1,.1, Equipment 5ch ule Unit # 1 �� � "GJ 5PF Make Z&Vkvy- 5 3 YR Conti, Unit Hod.# AIH Unit Mod.# '?m — Heater Mod.# Total cooliq '5 (0 5en5lble co no '85 6 31 Latent c lino ./ 67, �v / 2 1-�sl r:�) P L L c7) CiG4LE= E003Is RO=751X 63" 2-2SSH EGRESS i> L AN r L_c� c) L Y4- N i ?w N l.J <�Y NOT56 P001 CI-05ET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 120 SQ.IN. BLK VENT W/ SCREEN B FLR. LEVEL POO& 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-&" WALL POOH MIRRORED POIO PANTRY W/ 5 SHELVES POII LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCE55 W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET ® 5" O.G. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01F, 120 5Q.IN. VENT m GARAGE DOOR 6 FLRLEVEL P011 CABINET ABOVE P015 8' CEILING POM TEMPER GLA55 5001 RECE55 MEDICINE CABINET 15002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 , ELECTRIC METER E0031 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 ® 12" CC. 5002 BRN'G WALL WD. 5TUD5 d 16" O.G. IDOOIZS eCl- H =pUL.f-= SIZE OPENINrs T GZ REMARK A 2-2rdro HG ® 2&&a NG © 21068 HG 28ro8 SG • O2868 MTL W/ AUTOGLOSEFRS O 3mro8 NG MTL 0 16rv8 eF SWINCZ E31FOLp O 2rOro8 E31F E5F O 3m68 15F 40&0 PF 52>ro8 E3F OO &0&0 BF Iror010 OvERNE:Ap GARAGE POOR 8(d"lm OVERHEAp GARAGE POOR w5rI>ro8 E3P 1"iIRR. _---- 2-2068 MTL FRENGN I LITE WINI-)oI.US4SC�ID E Gc:HEE�)ULE SIZE I OPENING T Q REMARK 245H EGRESS — 3 205H O 3461-I EGRESS O 35SH -- ® 36 PiN O 1/233SH — — --- ® 1/2.35SH O 3>a4m HR 4040 H18 EGRESS 4m3m HR 1® 5+aro8 SGp © rom80 SGp O 8oaz) `iCzp ® 5080 SGp �/ 12mL�+a SCsp 0 16rIJ8rd SCz PAN. s r AIR COND SCHEDULE Unit #C Make: Cond.Mod.#Z0zh08-3(. A/H Mod,#C62�o Htr. Cooling BTU 3 �5-Do HeatingBTU 3 SOD SEER Rating O. 06' Tons 3 ,lsPF 'Z Swv&,5- 261-565 L '4iG/v7- 1 93.5_ GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY GALCS. -2. PROVIDE 120 SQ.IN, OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAG CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE SO" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTOR5 SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 5F.5.G. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 5QFT. IN AREA, THE BOTTOM OF THE OPENING 514ALL BE NOT MORE THAN 44" OFF THE FLOOR. AI?EA CALCULATION LIVING AREA A/G 1653 SQ. FT. I ST FLOOR 1000 SQ. FT. 2 ND FLOOR 6133 SQ. FT, GARAGE 406 5Q. FT, COVERED ENTRY 30 SQ. FT. COVERED PATIO -16 SQ. FT, TOTAL AREA 2195 _SQT. 21r,'_0)61 26'-011 I ST F=�>I_ "N 1/4 � I, - : , PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V 0 Z LLJ V r� :5 > rs. 2�0 VV O 3 :U �,- = P Z .* 0 Y u m 01 C C t` o. r �= J Q 10 ttN lirl 00 00 U U d r 10 z o a 4 M M (A a O V O L4 L V 0 r O C) z cle a z a0 e� C1 O O � v CA C ow I I/ IL Yl _4" 2'-3° 9'_10" 2 _3 1'_4" 13'_b" 1'_4" ROo2114'X63" I I RO=211, "X63' / I '�a355H 1 b�355H n n nr� n n 701 - I I x i COVERED PATIO _ Iz j (IN VAULTED CL'G - 19 I�ol_OII pp I gu m 0.' . 12'-4" 2'_0" 19 MASTER 1=try VAULTED GWG n 12mao in I n n — -------------------------- = n aV N N LI EN 5 614 12 24 5H. n - 1 I �i�0 \ 2' 1'2- . 00 - J5 l2 4'1 le" 411 = _ 14 _8 9' 2- mem LIVIN5 ROOM VAULTED CL'G -4 I V - -B 0E-1•� m I 1 ' N IT MAS ATH 0 '% I 10' GL / T. in c 41_011 r 41— _ ZB0 <_l - p (p 25SH B°05 n n °: FOM in I --_ v eI K006 l - I in eDl C,r 1I .p/ F ll G - EU2 - �_� 5mbbeF �-- - \CIi -_- --- -- ------ ICv ROOM .o I '--jl I _ L- VAULTED CL'G v � V ��J V `1w P004 II it 28ez In 11 E004 I I I�I. � v - P i I I VAULTED CL'G 112 I 01 1 - 0 4" I B v I I — Cx RACzE 5'4_ly �2 E006�y- r, ][,4" Pm01_�____ 1-004! 07 I ( 28 0 ' 5068 It I I • �=1A I I E001-� ! IAI I I m16 � BEDROOM �2 -- - 0 9 9'4 CL'G Z n " °�' n TH #2 n - 9010 O.N. 4ARAC.E DOOR ' CL'G/GT. 1n i E002-1h n o n 1 n nl 4 24" RND.TEMP T inn 355H EGRE55 RO=54" X 16v." RO.26° X 26" 4'-2" III-0" ll'_4u 31_g" I0 p SG gL_E=: 1 LErmT F=> I— "N 1/4 " = I' - m" 0 SENERA1_ NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS 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. 8, ALL BATHROOM FIXTURE OUTLETS TO BE 60" AFF OR AS PER BUILDER SPECIFICATIONS, 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SPEC. 1592 EDITION 12. EGRE55 WIHDOW5 SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 5QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR ARNA CALCULATION LIVING AREA A/C 1530 5Q. FT. GARAGE 230 SCE. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO. 115 SO. FT, TOTAL UNPIEP ROOF W5 SQ. FT, K' V Y N®TE& P00I CLOSET UP VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUT5IDE P003 VENTIL.='(ED VINYL WIRE 5HELF P004 R 11 INSULATION BETWEEN GARAGE AND A/C. P005 60 5Q.IN. 15LK VENT W/ SCREEN 6 FLIP_ LEVEL P006 42" KNEE WALL P001 PLANT 5HELF ABOVE P005 1'-6" wALL P009 MIRROS"ED 1-010 PANTRY UI' 5 SHELVES P011 LINEN W/ 5 SFIELVE5 P012 22" x, 36" ATTIC ACCE55 W/ LIGHT 4 SWITCH P013 1 112" X 5" WD, RAILING 4 2" PICKET O 5" O.C. P014 GL5.15LK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE POL& 60 SQ.IN. VENT o GARAGE DOOR 6 FLR.LEVEL P011 CABINET ABOVE P015 W CEILING P019 TEMPER GLASS 15001 RECE55 MEDICINE CABINET 15002 MARBLE 514ELF 5003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN 15005 RECE55 SHOWER W/ CER. TILE WALL 15006 KNEE SPACE Equipment #1L 5mRa cond. Uni- AlH Unit9M- Total 4" 32 CFM , 5" 56 • . 6" 90 7" 135 r 190 g' 260 10" 340 1r, 560 14" 835 e 16" 1400 F1_CDo FR SGIn, L_E=; 00 ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: U r �i r...r 00 If L010 U ♦U Y F-• IiWYI irpr� �� rl�r0r 4J EZb W, tt U ♦ rrr! RIGHT L "1N 1/4 " = I' - ra" PERMIT/CONSTRUCTION nRA,uVImG A- h rn co CR O O J C N QIa I n a 01 10 x� LL 10 04 h 1 h Ir 0 M z 0 m M a 0 0 ;x 0 V 3 z m 0 0 V In 01 04 m /v r0000000 Lu1�� O Jm���00 �W o� O00 O 0 X Z O d W O N CASTLEP I 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 SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORREC11ONS SHALL BE MADE TO CORRECT ANY UN —APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON —CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3. FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6—MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES". 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f m = 1900 PSI AT 28 DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. REINFORCE WALLS WITH TRUSS —TYPE REINFORCEMENT EQUAL TO STANDARD DUR—O—WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 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 110. 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 TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.11. PROVIDE 1—#4x 5-0" BAR AT RE—ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS. 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3" D.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 N G 121 SOTS 121, 1225 123, 124, 1255 126 STRUCTURAL GENERAL NOTES 6. PREFABRICATED 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 US TO US U T GIRDERS AND OTHER ITEMS TO COMPLETE THE TRUSS TRUSS, TRUSS 0 , 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 SPUTIING 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. 73. 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: REPEITIVE 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 BR" 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 OTHERWI SE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS TO SIDES OF STUDS-8" DEPTH OR LESS____3-16d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS__4-16d JOISTS OR RAFTERS AT ALL BEARING —TOE NAILS EACH SIDE__3-8d STUDS TO BEARING— TOE NAILS EACH SIDE_ _ __-2—Bd BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS —TOE NAILS EACH SIDE, EACH END___2-10d TO JOISTS OR RAFTERS BEARINGS —TOE NAILS EACH SIDE__2-10d BLOCKING BETWEEN STUDS EACH END —TOE NAILS _ _2-10d END NAILS ________ _— 2-16d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER ____2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 40) _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-- —16d JOIST TO BRIG., TO NAIL_ _—_ _2—i6d BRIDGING TO JOIST, TOE NAIL EACH END —16d STUD TO SOLE PLATE, TOE NAIL__ _--__ _ 2-16d DOUBLE STUDS, FACE NAIL _ 16d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL__16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL ____ 2-16d JOIST, LAP OVER PARTITIONS, FACE NAIL _ __ _3-16d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL _2-8d 8. MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL BE HILTI "KWIK—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. B.2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SNT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-IJ MODEL 'E' FOUNDATION PLAN -LEFT A-1.2 MODEL 'C' FOUNDATION PLAN A-13 j MODEL 'D' FOUNDATION PLAN A-1.4 MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2J MODEL 'E' FLOOR PLAN -LEFT A_42 MODEL 'C' FLOOR PLAN A-23 MODEL 'D' FLOOR PLAN A-2A MODEL 'E' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4J MODEL 'E' TRUSS PLAN -LEFT A-42 MODEL 'C' TRUSS PLAN A-43 MODEL 'D' TRUSS PLAN A-4A MODEL 'E' TRUSS PLAN -RIGHT A-5 DETAILS AND SECTIONS A-b DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-IJ 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. LCCIE COL, -Ty FIRE DISTRICT REVIEWED FOR C01iPLIANCE SLBJEC'T TO FIELDS O SuEET I'' SEE A''T'TACHF.D RE REVZENN F D BY: Z-/ 5 a DATE: www.GLEAssociates.com AA0002369 o_ 200 R. QUINN TURNER Drawing Not Valld Unless Signed, Sealed & Dated By Registered Professional to W 04 o CO) W IILi �C r cm LiCN o � If 0 = 0).2 rU. V � cc�MWo Z N � v- CO) W > U J N LV Z 23 -a J �r xjCL_j ~O J CD 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 1'I000L [ nor m MCOlL i n In Gi4 P Tar cs FfOD6 LOT ix mom c nor M MOGlL 8 nor t* CASTLEPINES TOLUNI-IOMES J 0 B N 0. 03750-00149 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®1 1=ouND,4T I ON 6CALL=• BEAMS SCHEDULE NO 81.W TOP MID NOT IEMARCB LENCTTW lot- I MPIOL: D RILL® LOAD T$1 i• x 16• 1-0 I • D Wes° SEE T1r. WALL erxTION OV 1 i' X i' 1-5 eLL.aC eOTT. V-4' AR. T'"6' � �� 7BSl• OV x 16' 1 •5 lob 15650 L ppR, 6'"b• edw 3766- Oi' k W' lob 1-5 f 150m• I.D NL mO1T. T'-6' 1550• leer co Ha LNla axnr, 4'•6' I500a Ie6®• 4615• O 0'X16. 1•e I•D a can-LNLI el EDrT. 6'-6' 1508• 1868• 3760• (p i•X16' I•e I•D a"°LOIX raic. LNRL aa,T, 11'-4' 500• 3e1 511 S•x 16' 1.9 1•D U"°LOOO Ca•la. LNIEL eorr, m'-6' 6O0• I127 71140 Da-LD Y-DLOOC 1 • D 1.5 I • D cIND LNIB- DOTT. 6'-6' eve. 15W 3760• 9 i' % 40' I . D 1-5 1-9 aaax- I-'1'10 � LNra EOtT. T'-6• Boo• 15500 7E10110 D LOc1C ® i' x y I• D I •6 I• D LIONIEa mrt. Il'-4' IIOm• NR I0000 v Inv. •D'OL L LINTELS TO BE CAST-CIREM 1-104-6TROW14 FIGECAOT a PRE -STRESSED U LINTELS BRf. U-BLOM PRECAST I:O4[• LINTEL BEAU ©T43!! BIG IDOUBLE U-15LOM PRECAST FILLED ,CONIC. LINTEL BEAM TYPES ,9'4' 16DOUBLE U-51.0rK 14-PRECAST FILLED CONE. LINTEL BENT TYPE6 ax WOOD 6= EEARN, WALL • le' O OO BEARING WALL FTG. ® GAR. DROP DETAIL 2 ND FL OOiR 1=R,4i" M iNC= a=AL8 • PL,4N 1/0 • _ I' _ m• rxNglTe eLAn R N TOP OP ei • II.4' L L 6 :a.'-W- - rx N•osRl:Ta aVa •a TaP •a •31'-. — a •a sore. •a Tm • 3• w f 9'. . LN1lL EOR.. Y-I U 2, TOPm En•Y-4' M EIRNC N U ~_ E_ II 2 II � W y�6E p�cR0.��NlT.6XTeets .a4'^oL'. rl,ax ��r .rr�y M0,11,OWMR ¢M���6YYMYMyy -1 I UUU r� I-----------�J l I�M#MI 5 ,NC B1ET(2U 6 GO.G r-4•� I I I r-r r-,P II II � � II III II � IYx woD,a Ta Wa•6 TOP,a •3 na. L� nseort. na,E.e•w DF E1. d1-4' HroP ---------------- r 1" CODEL C I \ I II®ER- Eli WOCo TIa3JOe MAGINb -Y I I� TQP Enr9'-4' I rkWaaa TaW�..,DP _ fy.TL.gtRa Yw 4, II i N z, IW TOP ar EM •II 4'Q 9 2 II �JI —__' U� I u L— II 1 11 m r-W , r MR nIII G11rxR 4� _ mA 0 1„10DEL D Yx WOGIGTa Wa•3t®n TOPW Sri •D'-4=� a r. f10R. • rl l� •YIfA n ccNc1E,E &AID T-2) W raP W ei. x'-r I mower , rx •ewoTa Wa•eTW •a•6nW Ir taR.•ra l!•Pw TOP OF I'L • 6'-4' EIN13 WALL I eSLau I I 2 n '=b 7W Li � I 1 YT E• mlei®TOP AM -- Imm%1WUL I J BELOW —J 4'-r I r-r r-Ir I �I R ID DER o1RDBe I^ylll S6E9 0 24' O.G. M - r nuns co. I I J II alooc T deeee . rs• nax '-IP ePACI146 -Y TlRlee C'C. I I� II n II rxu•owRcra Wa•E•a•6R1W I r•s aaaD., raTr•s•w + 1'OP t7 Efl 41'�• 1 t® 1 TOP W Em , W-4' J n 1„10DEL C 2': I� II II ;m II Wm L W Ii r i'_I• 77771 1„10D E L D COLUMN SCHEDULE O r7 W T OPITD9 SEA, AHD O'kTEDGDNG W 4 •6 VIeT. ANp O3N'X3W'XW'6T 0C1_ ® WX4'XV4.6TL00L OAm �! nE6COJG� WI M 6 KRr. © � ' �o1aNn� W 4• D vIWRL AN0 O �L, G9XR° -12.= YV 6.6 VER,. AND ® W X E' GONDFl OM W a • T EAR TOP m ro nM etAn AND FDaRNr. ❑ roam � ro ®ee.�w ArND O V216•ISAR OLK TILL®4LL W a•6G 1"PT®East AND IOOIA'a O e' 4 6 x W' f14% VERTELK NLLID CELL S -ICAL Wl9 TIDE D' OL FOOTING SCHEDULE O16• X 16' TNIOCEPED EDGE CORP. FIG. sV7•DCCW. © V k V T14 DONED EDGE CONCRETE FM aV I • D PONT. © EACH WAYX IY CONCRETE PAD W M D © V X D' CONCRETE FTG. W/ I • D COW. O W x 7P TNICIEaFD EDGE CONG FIG. 163•e COff. (D l / D' X ]E' C0W_ FMW/ 3 -5 COW. AND I -5 TRANSVERSE . 4W Or- © I_I �--�tu� G• X 24' CONE. FIG. Wf r • S CONT. W MK maw GRAPE O47' ' I X 47' C4Nr- PTG. IW 4 • e EACH WAY �d ,rW- ,Y-a• ''`• 13'2' •i• Y'-Y r-1P Y-Y 3r-T 2r-r Tr-e I ar-e 1Y-s' rc Ir-0' 131-e ly-r 13W ly-e 131-W tYC lW-W 4 ' r-r r-IP 2!-r '�• IS-P '•�• r-r e•-r r-r r-r r-r Iz 1( z 1 � �� IG —� e,---N IA, ?II r-r r�� F 6 fi s j r.or-r -I6 "I 1 I ,r rr rLJ e• a — 4zill oFI - _—-1 --e—c1§"-d'S• I---- I_Lp L-r JJ I 1 r I I I I I me unom u11-1'Eel romNr M Q PI.a®o ea IroN s.ProcIORDs»unY mTeNDWIN VIIgR rallQ16a1L laaeR YAe NTIa iE11116 ®GR! A.Al.W 4 TILL vAPOR D.R®! C-w n.UW .Dd AT�OPro oc1r W,•oAD.3OL eF.A1e,3 1 ro ear w unwwi - ap I '4 1Y-0' 66 T I I Y I Fie! I A ar<eRELDED Wm N I Iy I � rro ro mN eN I Wn col60L 14 OVA' CIR I F' m m E W nNRaM gY31N W ,-r U rr _ — _ A:., ANI66RAL OR A 4 k T. 1 I�ONIN T De+NTT vAaaa eue"cle ^••c'^1° 4 F ein,4nwro \ { aoLL S.aRRS PR \ h _. F \ F= — — — 1 I I I I I I I I 3-1P1P ll _____ I I I I Y la I 6LASNWLL WWII R®Ea I I DD�,:• roo Nr ro I Wu NEW I•r R4e® 6L W nNRlf1 elaOW W I mom al..' I I I _ — — _O— I h _ r I I I I I F 4 I" A - YAO WILOIO WI- I•ENy OD E®N CaNC t D DW FUL a.' DETarD dOC u� �•m r u�iw n'au� TO MNMI°laaa'I61a DBe1tY PDI101 60 Y'!]Ea 6LOD lqe r1a. vMORVMOR WYMIR 4 .NINao .LOOR W2VATIW TO aoNw RG,n mLsiwNe m s as W�•1'mTMi r6RR6nev11A- IT-W ' I r-Y r I I I I I I I I I 1-Ngi® WIN 6• k Y XI"MW\ �epWn N as 6 mmm �' E6TONo a ac �\ \\ ueu •tl°OarR%Arnem u�sa I J TO MNMP,aaG'fOR DelXtt CARRRIER, WiH V/PDR I/ PDiIGl 6aR I1IDlI! YAa bR I MLL d+R•I• "6 4 I RN6�®nLq. DL6VATIW Te I I DE WT3NMI'R AePATOP nvlN ° " W aPNe Pr. mN I I II Lb ALL CVL t 6r_ .3 Cr7FI Na m ND,® } • S. T I {Rj 1f. 4 I CO6R®N apM1 D _ \ \\ GPM uBn"Lf°em ww�m anew w'i F J TO Mx mx q-aTOp Dean p WIIN VIIQI iNARROW 1WlTiN DEtlR 1'LAOH9 4 I'IR V41•GR 6MDel I 1aWm PI4aCR R1!VATpNro I I mwWROAo aaa as wAcm roR n+R 6Iwlatlw I I ALL COLY N6 M / �' DC1pI W.. I F b_ 4 y}, I F I L — — — _ — — A APIN4•N= &' x &. DR •'• N 6M[ Pa®wsR • ar+w PILL A.AGIN6 4 2 Im FLV4Tak 0 { \ TOP 6!LL fRNWN6 .6,.1M `\ : . \ l — — _ \ I I I I I I I I I P I b F - �' I _ ':"' b' r_ I *1PO 5. T - � 3'=7• 3' tr I ® I ® O" �\ I I r-e ]'-a' Y 4§ III Y I I Ir-0' I IY-0' I ]' 1 / to a RODR l ATIM W E IY I'Wne'aN �• AIIIOK IGP I'IapIW WRIaAD �_ I ND (1 9F.ml Sf 1B EI IOPYI196 SI Bt11,W GI I I— — � Ire III I I F I I .I " •Y Y b I F-m{..L� F' I I ~ 7 + 7 I Ir 01 - ®, , • 1` NV NSr 4DIIE r/ 9rm1 WIC I x10 Iq EPsw Sr to aR mr - 1 �._ I " 1 � I I - -- I I 1 T a' - } b 11-Ir i I I I I • RmR eLevArnN To m e' MNMN * Ae6w TaP cwwM W Rw r — ♦ .Q ir-0" I 1r-0' s§e I n R' AmreclawN'`W RMAD @ r Y p IB'-r I 1T-0• § 4 I I H'-,r — I I p v /fi ®� - ®• I .W MQQRE AiICIPIW eWI1MRIM AIlDrt,nP CRWw W RdaD I D I I I T m 0' - 0' I lWNm aL06R eEVATKN TO eC e'I'1N1•IM D ----Y• •`�" I I A: _ I I _ _ _ Y I ai 1 rcNrl3Acr01m 6Aa-L „Eld ,• ALLDOORe 4 WIDOW OPBNND6 WI nMIP. I I : I c I b I h h I L AI F — ALL DDDI. a WINDOWS n I 0141N� Wl rLNl. �eRP,• I Q I I Y " I I I a I a. b 0. 4.:AI FM — I I '�T• I I H ALL WPm . YRRi� LL6 I L ALL Do 6 YV Woe ' I I I ALL DO1 WRdf086 I DPBJMSe W YM3R I I I I I 4, I I 1 I b L I § 1 IXINII3ACTOIN eHALl. v6,ma- 2 ALL DOOIm , WNDOIe DPeNNDe YV I•IANW. I —"_--- I ,•-Iv - �• i - I- —J I h -LillI I I_ z mN1I3AOTa1m sluLL ,E1tlPY oPIN6a3s WWW „AN,. r-,r AA. i — —I - — I I P, IF I a I^ I I 1 r�. 11 2 I I b b ra w ? A In • b Yam rL I _ 11 A c - I I I rr" III I b rc r T If 3� 1 It A 2W-4 - r-o' 4W rd 1-0 P-0' r- Y'°"i - r-0' Y-C W_r 20 ` N 7 I— L 2 A, (( ,_ ram• r-r s•-,• r-r ra ' r-P va' r-r r-r 5--4• I,'r r-,• 11W fr-e 3r_r 2r-a 2r-0• ar-r 3r-0• 3r-P 1I'd to CODEL E A-1 E 110C)EL C 4)1 MODEL C) A-1 MODEL C 4V MODEL C) 40 1" 100EL E L A-1 0 uj� J � Ll7 m O OO � Jm�Mad� Z J,o M Q LE ^ L!) 0 OR w p O O r- W N w Z Z o a a O N www.GLEAssociates.com AA0002369 6: 2 DEC 0 8 2003 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated 9y Registered Professional CO W r 0 W r Lc) � 2 m 00 N � 0 a) Z m� N V R:M cm W 0 C � � N C J W p ZQ a) •� _ O a 0 = r- C4 M w A :3 J X I.i N H V O d J C6 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 E111 m LOT Es LOT 04 F ODaLO'T LOT M LOT 06 CASTLEPINES TOWNI-IOMES J 0 B N 0. 03750-00149 I S S U E D A TE: 12/05/03 D R A INN 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 COLUMN SCHEDULE UIII O 8' X 16' CONC. ELK FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. O , 8' X 12' CONC. COL. W/ 4 M 5 VERT. AND " 3 TIED ® 12' O.G. O Fill 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 GONG. COL. W/ to*" 5 VERT. AND "3 TIES w 12' O.G. © , . 8' X I6' GONG. COL. W/ 4" 5 VERT. AND " 3 TIED a 12' O.C. O 8' X X G COL. W/ " 5 VERT. 0 12' b S • 12' O.G. AND 3 TIES ® 8' X 12'GONG. ELK FILLED CELL W/ 2 "'I 1 BAR TIED TO TIED BEAM AND 2 FOOTING. O ❑ ❑ 8' XI5' GONG. ELK,FILLED CELL W/ 1 5 BAR TIED TO TIED BEAM AND " FOOTING • 4'-0' O.C. MAX. 1 O > a e' 2 5 AR T BLK FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' CONC. BLK FILLED CELL W/ 4 "5 BAR VERTICAL W/ 03 TIES ® 12' O.C. • • FOOTING SCHEDULE O 16' X 18' THICKENED EDGE LONG. FTC:. W/ 2 " 5 CONT. © F . 8' THICKENED EDGE CONCRETE FTG. W/ 1 +' 5 CONT. © 36' X 36' X 12' CONCRETE PAD W/ 4" 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 M 5 CONT. O W1 X 5 THICKENED EDGE GONG. FTG. W/ 3 " 5 CONT. O 12' X 20' CONIC. FTG. W/ 3 " 5 CONT. AND 1 " 5 TRANSVERSE O 48' O.G. © 12' X 2 . LONG. FTG. W/ 2 " 5 CONT. 16' MIN. BELOW GRADE O� 42' X 42' GONG. FTG. W/ 4 " 5 EACH WAY BEARING 1, 20" x 10 BEARING WALL FTG. @ GAR. DROP DETAIL a' CONNECT TO EXIST. SEWER LATERAL fLUr-1E3INCi RISER KNIT 11EII 32'-0" 15-0" 17'-0" V-4" 13'-8" 1'-4" 2'-3" 9'-10" 2'-3„ r — r r — . ■■—I------------- m -- ■■ ■ ■ L-- ■■ - ■ — r — — — — — -----m--J I \ 7 I I 4,-2„ I I � '� 1/2 I I I I {-0" I I 12'-40 8" I 16'- " I � ■ I I ■■■ ■■ I ■ --- �- ------------�4 co SLAB SHALL BE A MIN. 4' THICK I o I I ' WITH FIBER MESH INTEGRAL OR d I I REINFORCED WITH 6' X b' X N 1OA0 WELDED WIRE MESH, ■ oo I I I I CENTERED IN CONCRETE I I N DOUBLED 30' BEYOND BACK I I of FTG. i I I FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN. W% PROCTOR DENSITY ■ I TEST AND WITH VAPOR BARRIER POISON SOIL UNDER SLAB FOR I TERMITES BEFORE PLACING 4 I m I MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP I I ■ I CROWN OF ROAD. SOIL BEARING I CAPACITY FOR THIS STRUCTURE TO BE 2,500 PSF. MINIMUM. M M ", I 4'ko- I ■ L — — — — o — — -1 1' 6" 3'-2" 8" I 17'-0" "' 3`-2` J 5--4- 4-- 0" 1/2 o i 0' - ra ° I I I 1,17, J — / FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD I s° 11'-10" I I 40 POST SECURE W/ SIMPSON MTT28B ON BOTTOM AND (4) SIMPSON ST 18 ON TOP — I L---J inn " I � T-----'- —� I I I ■ I I , I CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS OPENINGS W/ MANUR I I I I ■ I M I I I I I � I I I I I ■ I �,4> I�D� I I I I I I �I; ■ ■ I N I L— — — — — — — — ---- ----J 3'-4" 4'-6" 5-4" 17'-4" 32--0" I W I Al 0 uj� J ^O IA p O V J mMMm� 0 w p W = o w � N 4 O X z oaf p N www.GLEAssoci(ites.com AA0002369 DEC 0 8 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional ca W V 0 LJJ N Ln 10 � o 4) Z �LL tr^ N v Is Rm V Z N Lu o= c cm J Q w � O a� N_ uj H a J m J cn v, ~O a 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 BUILDING 121 CASTLEPINES TOUJNHOMES J 0 B N 0. 03750-00149 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 FOUNDATION PLAN S H E E T N 0. AmI.1 COLUMN SCHEDULE (D S' GONG. BLK FILLED CELL 2 W/ 2 "5 5 BAR TIED TO TIED BEAM AND FOOTING. O 8' X 12' CONC. COL. W/ 4 " 5 VERT. AND * 3 TIED • 12' OjC. O F111 3 1/2' X 3 1/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O > 8' X X C COL. W/ 6" 5 VERT. 0 AND "3 TIES 12'S s 12' O.G. © 8' X 16' CONC. COL. W/ 4" 5 VERT. AND 0 3 TIED • 12' O.C. O 8' X X G COL. W/ " 5 VERT. 0 12' CPO AND "3 TIES a 12' OjG. ® 8' 12' CONC. MILK FILLED CELL 2 W/ 2 "l BAR TIED TO TIED BEAM AND FOOTING. ® ❑ ❑ 8' X I6' BLK. FILLED CELL W/ I "5 BARAR TIED TO TIED BEAM AND FOOTING • 4'-0' O.G. MAX. o III > 8' GONG. BLK FILLED CELL 2 W/ 2 "5 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' CONC. BLK FILLED CELL W/ 4 " 5 BAR VERTICAL W/ 03 TIES • 12' O.G. FOOTING SCHEDULE O X 18' THICKENED EDGE GONG. FTG. W/ W/ 2 " 5 CONT. © F X THICKENED EDGE CONCRETE FTC. W// I " 5 CONT. © 36' X 36' X 12' CONCRETE PAP W/ 4" 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O X THICKENED EDGE CONC. FTG. W/ 5 W/ 3 " 5 CONT. (D 12' X 20' GONG. FTG. W/ 3 " 5 CONT. AND I " 5 TRANSVERSE o 48' O.C. © �I IL�I 12' X FTG. W/ 2 " 5 CONT. Ib' MIN.IN. BELOWGRADE O� 42' X 42' CONIC. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD GEARING WALL 16' O.C. r 20' G OO BEARING WALL FTG. © GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID BOT REMARKS LENGTH A_%,4U D 'L LOA UNFILLOALDED FILLLO D T51 5' x W I. s I o 5 DOUBLE SEE rrlo. WALL SECTION (DS' x 5' I •5 15000 1550• 2881" Ill - 0'-4• AF. O S' x b' 1 •5 I• 5 U-BLOLK TOP GONG BOR. LINTEL 6' -6' 800 o 1969 3260 O 5' x W' 1 •5 1 0 5 U-BLOOc TOP 1'-6' 1500" 15500 288T ruin BOIT. LINTEL ® S' x 16' 1 •5 I •5 TOP 4'-6' 15000 1060" 48150 DOW— LK GONG LINTEL OOfT. S' x 16, 1 •5 1 •5 U-BLOCK TOP 1500• GONG. LINTEL Ill 6'-b' 15650 32600 6 5' x 16• 1 •5 105 OOK C-�LINTEL fir. IT-4' 900" 38i• silo 1 5' x 16• 105 I •5 U-BLOOc TOP GONG LINTEL bar".10'-6' e o 1122" 21140 DOUR" u.DLCXX ® 0' x 9S' lob 1-5 I o 5 OO'G' elm 1DBOTr b'-b' 8000 15650 32600 DOUBLE U-BLOGC 9 Ill 4m' lob 1.5 1.5 °O"c_ BLK MID l'-6' 15000 550• 20B10 OGNG LINTEL al DOUBLE OCK U-BL ® B' x 96 I • 9 1-5 lob LINTEL BOTT. IT-4' 1'i00• NR 1,000" ft V. P�w S'OL. I. LINTELS TO GE CART-CRETE FIIGN-STRENGTFI PRECAST 4 PRE -STRESSED U LINTELS CONNECT TO EXIST SEWER LATERAL BRCS. U-BLOCK PRECAST GONG LINTEL BEAM T ES 2�TNRU 8u Rrc2rs DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES +l DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES 1 3' VT VI I 2. VT Lv III GO I I Lv I Iwe I � WC H I TUE 3' D i III31 VT �'LUl"f�INC� R15tR "G" rUB 2' LV CO 261-q" T.B. W1 2 0 5 TOP c CONCRETE SLAB (V TOP OF BM. + II-4' II � II II II II �=J I I I I I 8'"X 16' GONG. T.B. W/ 2 " 5 TOP 2 ND FLOCK FRAMING= PLAN 114 - . 1' - O' cu —U -3° 4 .. --- L-- ----- --I— —I CC�---� --- —� .. �--- I JI 4'-2" I 6'-2" L 2'-4" 3'-4" L 6'-2" 3'-2" I I I I I I (V I _2• I I I m I I J I I J I ■ ■ ■ 1/ cG ' (1/ i I ■ I ■ ■ I I I ° c) I I I I I I I I I I I I■ ■ L----------------- II SLAB SHALL BE WITH FIBER ME I REINFORCED WI, A MIN. 4' THICK INTEGRAL OR 6' X 6' X I I I I 10/10 WELDED W RE MESH, I I CENTERED IN CONCRETE I I DOUBLED 30' F.EYOND BACK I I of FTG. N I I I I o FOOTINGS TO BE PLACED OVER WELL COMPACTED I TO MIN. Sl PRl CLEAN FILL DENSITY I I r TEST AND WITH VAPOR POISON SOIL UN ER SLAB FOR 2 TERMITESBEFORE MIL VAPOR ERACING 4 yam\ FINISHED FLOOR \ ELEVATION TO g \\ BE lb'MINIMUM CROWN OF ROAM. CAPACITY FOR TO BE 2,500 P ABOVE TOP \ SOIL BEARING \ rwS STRUCTURE F. MINIMUM. I I I I �9` \ �■ v I I I rP J O _ Ile I I 9" 3 -2° \ I I \ ---------\ I----------- I 01 - m 11 I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ■ ■ I ABOVE TOP CROWN OF ROAD I I ■ I I I I I o I p I I I Un I I ■ I I � - I I I I I I I o I I I I CONTRACTORS SHALL VERIFY 2 ALL DOORS 4 WINDOWS i CGJ I I OPENINGS W/ MANUF. I N J I--- �— i I C1 ---- --\---------�—J ■ • n ` 0 I I I 4L — I I ° ld I n 20'-4" I I J _J L 6'- 0 I �n -o" 2 26'-0" -0" 4A—� C A-1 CAN cm 0 uu� J ^ to 0 m p O N � ¢ w^�n D w p V7 O O i I� w Z W N ¢ O X o a w 0 N www.GLEAssociates.com AA0002369 (vzz KC-6 8 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W Vol Q cn W r N V 'a N o 0 •L r C V Z �LL N N W 0 C Z� y W� 0 J o CL E w N J A J M �i W I --a Cyai N 0 Cc 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 GASTLEPINES TOWN1-IOMES J 0 B N 0. 03750-00149 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.2 COLUMN SCHEDULE O 8' X 16' CONIC. ELK FILLED CELL W/ 2 5 5 BAR TIED TO TIED BEAM AND FOOTING. O , • 8' X 12' CONIC. COL. W/ 4 • 5 VERT. AND • 3 TIED 6 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 8' X X GONG. COL. W/ be 5 VERT. 0 AND 3 TIES 6 12' O.C. © 8' X GONG. COL- W/ 40 5 VERT. AND • 3 TIED • 12' O.G. O 8' X 12'X GONG. COL. W/ 6" 5 VERT. 0 AND 3 TIES 6 12' O.G. ® 8' GONG. ELK FILLED CELL W/ 2 01 BAR TIED TO TIED BEAM AND 2 FOOTING. O ❑ ❑ 8' X 16' LONG. ELK FILLED CELL W/ I a 5 BAR TIED TO TIED BEAM AND FOOTING • 4'-0' O.G. MAX. ^ o III > S'X III 5 GONG FILLED CELL W/ 2 a 5 BAR TIEDD T TO TIED BEAM AND 2 FOOTING. 11 16' X 16' CONIC. ELK FILLED CELL W/ 4 5 5 BAR VERTICAL W/ 03 TIES • 12' O.G. FOOTING SCHEDULE O X 18' THICKENED EDGE GONG. FTC. W/ W/ 2 " 5 CONT. © 8' X 8' THICKENED EDGE CONCRETE FTC. W/ 15 5 CONT. 36' X 36' X 12' CONCRETE PAD W/ 40 5 EACH WAY O8' X S' CONCRETE FTG. W/ 1 • 5 CONT. O IIIX 20' THICKENED EDGE CONIC. FTG. W/ 3 N 5 CONT. (D12' X 20' CONC. FTG. W/ 3 M 5 CONT. AND 10 5 TRANSVERSE ® 48' O.G. © 1X 24' CONIC. FTG. W/ 2 « 5 GONT. 16' MIN. BELOW GRADE OL 42' X 42' CONC. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL • 111 O.C. r L 2m' 10 L � BEARIxNG WALL FTG. Q GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID 5M REMARKS LETYsTH e�T�y�L LppD �p� m LOAp L� "LLOAD TBI a' x w 1 •5 I •5 em TT "ALL awTION O P x 6• 150d 1550, 2W1• eorT. r-G• a+. O D• x w I• e I• a u-eLOL%TO' CONO. LSae. BOIT. b'-6' R/Jd 1565f 37601 O e' k IY I• D I• D �l-OLaat To' fLI,IG LMICL Sect. 1'-6' 1509)• 195d 2861 ® a• x W' 1 •5 lob u-1L000 TOP cON6 LfaeL eorT. 4'-b' IBOd 106d 46154 OP • 1500- x ID' 1.5 1 a OU-q LrtirpL pprT, 6'-6. 1565- 326d (7 a' r W 1. 5 1 •5 L p ppR, 11'-4' 90d 3610 91N I •5 I • D a xocx OP Opp, LMlL BOrr, le'-b' SOef IG2f 21140 ® D' X 95' I • e I • D I •6 ooua.e u-eLaoc t LN-X1P.L1'1eBOrT. 6'-6' Beef B66f 926d OOlLC u-SLaCIc S D•k40' 1.5 1.5 1.5 15eef 16500 21B814 cafe LSeeL pOP1. xxim D• x m 1 •5 1 • D 1' 0 LSaRa�p . m-4• Moll NR 19eef A v. 5• oa I. LINTELS TO Be CART-GIETE HIGH-STR-TIGTH RECAST f PIE-6T/B?80® U LINI BRG. U-BLOCK PRECAST CONIC LINTEL BEAM T S QTHRU BRG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES Q9 +9'4' 0 9 DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES O Di CONNECT TO EXIST. SEWER LATERAL PL2I5ING RISER UNIT IIDII 5 TOP S' OZ. SLAB II I I II II C- ■ II II II TOP OF BM. + 9'-4' n GIRDER 1------- I I �4J I I II C2J p TOP OF SM. + 20'-8' I I II — — — — — — — — — — — — — — — — C, LINTEL BOTT. 0 8'-0 I I PI I I BRN'G WALL III LOW BE LEDGER ANCHORED TO MAO. WALL FILLED CELLS WITH 5/8' RED HEADS BOLTS AT 12' OC, STAGGER TOP AND BOT. MIN. EMBD • 2-3/4' INTO MASONARY BRN'G WALL BELOW ■ II II ■I Utz, I I I Ir �I II I I L=--- J ■ I II II I I jl II I I ----I� F_ I I II II II ■ II u I ■ II n II II II CsIRDER II I I ICI h II — - LI ■ WOOD TRUSSES m 24" O.G. MAX I —_ —_ — SPAC INCs E5`' TRUss CO. I I ❑■ II II I I- II I 21 b II II II II II II n II II a II II I II II II II II �� II 2 ND FLOOR FRAMING= PLAN tM _ I• - O• GV —V I N-0" 4 3'-6° 6'-3- 3'-3" J r 21 -�J 21 ■ -------- T--� -- - �---- -- 1 1 3'-2" � 4 � / I 4'-2e I I AI �, 2a 8, 4. tp 2' -2" I a I I 1 I __ I I A I I I I 13'-0" I 13'-10" 8'-6 I SLAB SHALL BE A MIN. 4' THICK I I o I 1 I 1 WITH FIBER MESH INTEGRAL OR I REINFORCED WITH 6' X 6' X I 10/10 WELDED WIRE MESH, l \\ \ I I I CENTERED IN CONCRETE DOUBLED 30' BEYOND BACK \ \ I I OF FTC. 00 FOOTINGS TO BE PLACED OVER % I I WELL COMPACTED GLEAN FILL TO MIN. 95% PROCTOR DENSITY TEST AND WITH VAPOR BARRIER 1 I I POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I I o I I MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE IS'MINIMUM ABOVE TOP I I- CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE I I I 1 TO BE 2,500 P.S.F. MINIMUM. I I 1 v 4" . o I I I I M ALL COLUMNS TO BE I I 6 I I I I I EXCEPT WHERE NOTED I I I I I I J I° I 1�F1 I I 15-0° •■ I � I 1 � I 1 1 04- n 1 1 1 _ 1 :2I 1 / I 12'-8° 2'-4" -8 1 I I 9° I 1 01 _ 00 6 1 0EV..5'LII 1 FINISHED FLOOR ELEVATION TO BE IB' MINIMUM I I I ABOVE TOP CROWN OF ROAD I— 1 - I 15-0" I 11'-0" I I I I I I 141I I I I CONTRACTORS SHALL VERIFY I = I I I I I I I ALL DOORS 4 WINDOWS I I I OPENINGS W/ MANUF. C4IOI � °° 0 ��/� ■■ oo 60 "' I ff F I I - I I I � "' ■ I "' 1 I 1 1 I-- I I _ ■ 1 1" --� _�-�� N ■ ���� - - 1 Il I 0. ' I 1----J ILL ------ I I I ' C ■ N .. 1 L J I 6'-0" 4'-0" 2'-0" 3'-4 9'-0" 2 -0. 2 -0" 26'-0" 1"I0EDEL— ED 0 m 0 WK J � � N � J W m�do� Z¢ ro ^o Of w 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional to W cm cc C N 10 NV11 o4)'r. r T U Z 0)0 Z N w c Ci Lu w (0 Jrc?Q.� o CL N Ja J r A.i v) m 11_ a v cn 0 to 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 TOLLN1-•IOMES J 0 B N 0. 03750-00149 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 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 1=005 60 SQ.IN. BLK. VENT W/ SCREEN o FLR LEVEL P006 42' KNEE WALL 1=001 PLANT SHELF ABOVE 10008 l'-6' WALL P009 MIRRORED 10010 PANTRY W/ 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. 10014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01-1 CABINET ABOVE 10018 W CEILING P019 TEMPER GLASS 8001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 13003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 8005 RECESS 6140WER W/ CER TILE WALL Boob 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 EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL vACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS 12' O.C. 6002 BRN'G WALL WD. STUDS a I6' O.G. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL 5E PER ENERGY CALLS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST 5E VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL 5E IMPERVIOUS MATERIAL WHERE REQUIRED 5Y LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO 5E 80' AFF OR AS PER 5UILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10- SMOKE DETECTORS SHALL 5E HARD WIRE 110V W/ 5ATTERY BACK UP. MULTIPLE DETECTORS SHALL 5E INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUM5ING 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 SQFT. IN AREA. THE 50TTOM OF THE OPENING SHALL 5E NOT MORE THAN 44" OFF THE FLOOR 13. OMITTED 14. LUMIBER AND GRADE SHALL BE S.PF. 02 Flo =1000 AREA CALCULATION "Ell LIVING AREA A/C 1530 SQ. FT. GARAGE 230 50. FT, COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF i905 SQ. FT. FLOOR PLAN A-2.1 SCALE: 1/4"=1'-0" 0 -4 25614 5'-0" COVERED PATIO VAULTED CL'G 12'-4" 120W SW 14'-8" LIVING ROOM vAUL'TED CL'G S-4" r. 4" 2'-3" — 22-20W I in I 4 OPT. POT 6" SHELVE A60VE `n. 12'-8" DINING ROOM VAULTED CL'G 44 POST SECURE W/ SIMPSON ON BOTTOM AND (4) SIMPSON ST 18- STRAP ON P 2868 II 1 II MASTER BRM VAULTED CLl3 T=a S-4" 1 S-3' 0 �I FEW/; DEN/BRM #3 VAULTED OVIS o �,- o0 II 1 LEEPAM ; - , 1 BEDROOM #2 S'4 CL'G BA 9'4 358H EGRESS 5'-4" 17'-4" 5' 24' rim I LC K006 �' KITCHEN 4e VAULTED CL'G 0 REF P00 WH E004 A. -lb A72�E�55 k_ 10012 GARAGE S'4 CL'G 9010 OH. GARAGE DOOR MO�E! E E� 0 0 uj> J zn m O 0 N � d J m�M�00 Z J c ¢ � w r v� g 5 o w n z w < Z O d I¢i 0 N www.GLEAssociates.com AA0002369 DEC 0 s 2oo3 }i.. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional C ccq W r W T_ N (:10 0 CN o r N Z �0 z N W 0 C r y cocm > � J UJ Z 0.± T p O a�� Q .m N W J A J m ii. v cn I --a 0 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 'y� LOT 7! 60r •! LOf 60f ® LOf 9i GASTLEPINES TOWNI OMES J 0 B N 0. 03750-00149 1 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 FLOOR PLAN S H E E T N 0. Awl S 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 POI PLANT SHELF ABOVE 10008 WALL P009 MIRRORED 10010 PANTRY W/ 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 o 5' O.G. P014 GLS.BLK. (1 WRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01T CABINET ABOVE P018 8' CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET 13002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 8001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 8001 BRN'G WALL WD. STUDS is 12' O.G. 5002 BRN'G WALL WD. STUDS 6 I6' 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. FLIP, LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. fo. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 'I. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AF.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.7 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 NO =1000 AREA CALCULATION "C" LIVING AREA A/G SQ. FT. IST FLOOR 1000 SQ. FT. 2ND FLOOR C 83 SQ. FT. GARAGE 40ro SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 7ro SQ. FT. TOTAL UNDER ROOF 21e5 SQ. FT. 52.-o., 26'-0' DECK 1 0" L 3'-2" 1'-5" 6'-2" 2'-6" 6'-2" 1'-5" 3'— 2 —3" IL 0 I i� 266H ° 60808GD WorAN 60008 D W/PAN 266H 12'-0" 4" 13'-0° LIVING ROOM MASTER BRM VAULTED Mrs VAULTED CLYs Dj JUL -UWS TENANT WALL SEPAI..ATION � s x • x r c"u>rrxr �MNTIax LL'-�u...�i°iQwri°iOi "wb.�''-•.n°aanoiw n.. uaL f or" LL w=1111i111" soft 0 I N 0 II 26em I DINING ROOIA VAULTED OL'G — 8'6 r-L'G 816 LY= ELEV. + 11'-4' 2'-0" 4" 3' 6° 4" 5'-10" 4" � t 7- FI I AV/cl Pm19 � II IAgFE�a s a n L� w Im I I 60FFI7 • S I _ I C" ) 1' I ° 5'- m 4 2'-8° '-10 I a 9 01 vj 36' AFF I . °O M STER BATH IV, GL'G/GT. 9'm GL'G I — amm � I � n ELEV. + '-111,2 — 3'-5" —11" n " 4'-5f 1'-11" 8" 5'-8" 10 F mlm I FG. ' RO.55' X 3 ' OHS o I o m KITCHEN VAULTED CL'G O 9'-0'" " 10-0 REAKFAST AULTED CL'G 77I IIII---u co 356H 396H I 4 2'-6° 4'-6" 5'-0" 4'-6' 3'-2" 6'-0" 20'-0" 26'-0" 2 NC FLOOR PLAN FLOOR PLAN A-2.2) SCALE: 1/4"=1'-0" ')RI —no 13'-0" 13'-0" 3'-3" 4'-2" L 6'-2° 2'-4" 3'-4' 6'-2" S-3" 1, L 2'-3' E M COVERED PATIO in 2-24W ECAM 2'-3' 9'4 cLG o Emma �2 I I g I Min I E BEDROOM #2 I (POW 630 M W4 MIIG .m 2 i 12'-00 4" 13'-0" BEDROOM #3 I 9'4 GL'G I 6" 4" 4'-10" 3' 0' —4" N 3'-6" 3'-4" 6'-2" 66 m 2668 1 � m9 o F-3 Pmml F'mm2 DOI I TO TB o BATH 2�6I1 9'4 CL M i 1 0 o I — 6" • •� F'004 ICE o WH o E i� it E004 Pm04 V. + 5' IIIIIz' 4'-5" 8" 5'-8. 301110 L. a I ' 61DELITE ° m 2' 0" °o I GLA66 GARAGE FIVIC 9'4 CLW o I I o _ W N • Emmi • 19'-0° 16010 ON. GARAGE DOOR a M 00 I " 2'-0" 1'-8" 16'-0" 2'-0" 6'-0° 26'-0" 0 W� J N � od oIp Of �w ` o o W n Z W o x Z o < a 0 N www.GLEAssociateS.com AA0002369 DEC p $ 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional W W W uj R N V" 0 4) r c U Z LO ZC%I LLF 00;_ c 0 04 W W V J N Q Z O a v N J a J r Ali m�aU cn O' 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 TOWNHOMES J 0 B N 0. 03750-00149 ISSUE GATE: 12/05/03 D R A WN B Y: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. A=2.2 KEY NOTES 10001 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 FOOD 60 SQ.IN. BLK VENT W/ SCREEN • FLR LEVEL Pm06 42' KNEE WALL Pm01 PLANT SHELF ABOVE PO08 1'42' WALL PO09 MIRRORED P010 PANTRY W/ 5 SHELVES 10011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD. RAILING i 2' PICKET • 5' O.C. P014 GLS.BLIC (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET B002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 500"1 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/EQUIP MENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT S001 BRN'G WALL WD. STUDS o 12' O.C. 6002 BRN'G WALL WD. STUDS a IV 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 SO" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE 19cJ4 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.P.F. 02 Flo =1000 AREA CALCULATION "D" LIVING AREA A/C 847 SQ. FT. 1ST FLOOR Ca3 SQ. FT. 2ND FLOOR -154 SQ. FT. GARAGE 254 SQ. FT. COVERED ENTRY G' SQ. FT. COVERED PATIO 90 SQ. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A-2.3 % SCALE: 1/4 I?= 1 '-0" JL —U 26'-0" 1'- 2'-3" 8'-4" 5'-9" 6'-2- 2'-11" 1 0° 3' FIXED GLASS 2-246H EGRESS 0 I 29 13'-0" 12'-0" I DO 13'-0" UL -UWS TENANT WALL SEPARATION • X • 11AC2 iB4W� MrTIW IWLL Yil7 G-s� oi[•DC Na, 0.AM Da WRI IIL 1 W/mb* Ne IYTAD. Ra pA!WCTll 11N/ HALL cc"I a oeL I+ua•n ew aroc Q rr a. IunLL raa fa1011R AIO MW1Q11 R.CCIItlG4L OOD4S O 1'-6" 10'-6" N CID " 10'-4" LOFT 42' WALL 810 CL'G 4" Ir ? 11'-0" 2'-0" I I Pm01 I I I I " C:)°� I 3'-8" 2} Oe 3 -4 I `, a I DN " 4'-8" 6 -8' 3'-4" " I " I1'/2 0 0" B00 III BATH 2 II W4 CL'G/ 2%8I 91 - 5'-4" 4" 3' cry —p)-_.• 5 — — IC 42' E L -o / BEDROOM #2 LOFT/BRM #3 " %'4 CL'G 9'4 CL'G I it] 13'-0" 4" 12'-0" N I 4'-7- 4'-6" 8'-2 4'-6" 3'-7" " 348H EGRESS 9'-5" 346H EGRESS 12'-8" d- 2'-6" S-11" 26'-0" ') E L C 2 ND PLOOR PLAN L "f 0 A-2 Gu —V 13'-0" 13'-05 3'-6- 3'-3" 4'-2' E00 E t2-258H M EGRESS N I COVERED PATIO g 9'4 CL'G M o � 0 I 2._3" I LO 2' 2" 84 12'-0" sow SW MASTER BRMLE 9'4' FLAT CL'G cO E003 m `oI 13'-0° E002 BRNYs WALL M LIVING ROOM 2'-4- S-6" 2'-14o °O 2-STORY CL'G 1 IS' PC �BOTT. T 8HELF • 9'-4' 4PA 3 I TOP a 111-4' I aol�I N 6'-2" � N 6RN II I N G WALL 4" 4'-2" :r m 510" 66 A ry o �6 -� MASTER BATH j 9'4 ur—T. OL P9 vs. r M _ DINING ROOM Pmm1 2-STORY CL'G o 16' SHELF 1 1 D4T �BOTT. • S' _4' 4 — TOP a 11'-4' 6- — 4'- " 2'-11" '-2" 4" '-8" 2'- " 4" 5'- ° d LINE OF FLR. ABOVE rid in N 9'4 CL'G UP P I RISE 1 .,ACH II o KOM o I I 9' 2- °V. + 5' 11112' I Kmms 5-8' ITCHEN 0 o 3080 M1 L. 9'4 GLYs W/ Ar K003 d 6'-10" 'oi 4'-6° 880 MTL PO02 POO44 OC_08E I `t 2' 0" 40 1 4" TE - = o I POIO I W . GARAGE BREAKFAST - S'4 Ys a B' CL G/ N W N 5 H m 1'-10" '-5 I. of �EO01 � I - �0 8 P016 13'-0" 90'IO ON. DOOR I cV ' 8" 5'-3- 5'-9- 5'-B' 10'-0" 2' 10" S-4- 9'-0" 26'-0" 168'-0" ra �0_a I D A-2 0 0 W o moo N m M 00 ap D CT o� N Z O ii IQi 0 N www.GLEAssociotes.com AA0002369 DEC 0 8 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CO 04 W o i/i W Ui cc N V_ 0 If V Z �LL cmr � .- Z N W o c N Lj W L) J04mz 0 ' 0 N x _ja J m N J a v� o a c� Jcb 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 TOWNHOMES 03750-00149 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: OT SHEET TITLE FLOOR PLAN S H E E T N 0. Am2.3 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF 10002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF 10004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. MILK VENT W/ SCREEN ® FLR LEVEL 10006 42' KNEE WALL P001 PLANT SHELF ABOVE P006 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES ROT 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET ® 5' O.G. Pm14 GLS.BLK- (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING P01S TEMPER GLASS 8001 RECESS MEDICINE CABINET E 002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN M005 RECESS SHOWER W/ CER 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 K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL F'UMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS ® 12' O.G. 8002 BRN'G WALL WD. STUDS a I6' O.G. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. rc. 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. S. 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 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.F.F. *2 Flo =1000 AREA CALCULATION "E" LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ. FT. BOOR PLAN A-2.4% SCALE: 1/4 ))= 1 p —Oil 0 uj� J � � o ��o N � Jm���00 Z � J UJ pp o w o� ��o`4o Z Q < d 0 N www.GLEAssociates.com AA0002369 ( L) DEC A 8 2Qi3 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional cc 04 W Q Coll) W _ 0 cm (1) r N U Z �LL Z cm 0. r— IIIIIIIIIIIIIII� r �% > 0 ��oZa.� J W —0 r N_ m W H a J M X W J Q c) a c) J CO KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 L NO. REVISIONS DATE 1 PLAN REVISIONS 12/03/03 BUILDING 121 CASTLEPINES TOWNPOMES AI1l- ll @ 03750-00149 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 S H E E T T I T L E FLOOR PLAN S H E E T N 0. Am2.4 00� 00 00� �0 00� 00 a WNW MODEL E MODEL D MODEL G MODEL D MODEL C MODEL E FP, IC=+-47 SIDE 'E=—' F�:"E14f;;;;z ELE\/ATIC)N SCALE: FLEE\ZA71C:)N 1 /8 , - P - m' 1/8 " - V - ®' ■ OF • e'ae— — — — — — — — — — ❑C b 191 o ® ❑C El LE=—F=T SIDF— I I SCALE: n I n 'ta ,e.a.. M 4 ® ER b --------------- EELE�,4T ION r_I ■',� j EN 13ii N I.� MODEL E n t• 7Dn111 anlonl lMK rm. 0 Wa00 J ^ l! o O m I M O J d' 0 W O W N Z W d Z Q O M www.GLEAssociates.com AA0002369 I D-8 2�0.= R. 0UiNN' TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional CO W r � N W Lc) 0 N T N v � M - N LL 0— C MONSOONZ r ` /'� 0 ® cm J Lu W ZQ 04 - p 0s a a) v t cV G LLI � J X W a V N ® J CO 1IENT: 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: 121 4=10 a PM m rood c Lor m and o Lot n1 Flood Lot •4 mom c Wt ® mood ■ Lor Y CA6TLE1=INE6 TOUN1-IOME8 J 0 B N 0. 03750-00149 I S SU E D A TE: 12/05/03 D R A WIN B Y: RNF CHECKED BY: QT S H E E T T I T L E EXTERIOR ELEVATION S H E E T N 0. Am 3 SECTION LLGOG 1w1iM! . 24• as MA M.wmo srr n�M co. 1/m - V _ m' v �v BATH 2 BEDROOM 2 a } Ybpp 11-JY�� . 24' OG MAx IrYCIIV6 -T 1141N C'O. L-Il Ilk i i PATIO L LIVING DINING KITCHEN BREAKFAST UNIT D SECTION OC E. 1/B ' - P - ®' UNIT `E' SECTION �C.4LE. .A -A 1/® ' - P - m' B A-3.1 ELEVATION PLAN SCALE: 1 /8' =1'-0" www.GLEAssociates.com AA0002369 DEC 0 8 20(;"= R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Cc cm W T C U) W _ 4N CS T 0 V N V Z T R:A Li ZN W c T U)W > o cm J Q Z V CL N J A J T Lu CO) Y� H � a v 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 121 Ham e r ar m a e wr m apes p wr vs mope sor vs MIMIC wr CO Ml a wr vi CASTLEPINES TOU NPOMES J 0 B N 0. 03750-00149 I S S U E D A TE: 12/05/03 D R A WN B Y: RNF CHECKED BY: QT S H E E T T I T L E EXTERIOR ELEVATION S H E E T N 0. Am3.1 WALL LEGEND TOP OF WALL @ 9'-4' A,F,F, �\ TOP OF WALL @ 10'-0' A.F.F. rj 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: NOTE r I. 'Ha WES' LLUC W/ADI5B EA SIDE OF TI 66 F''STEN T TOEMg5ATE5 WI(2) 3/4' Me TkeI-BOLTS (14) 10d E5. FASTEN SIDE PLATE W/(1) 3/4' HB TMRYSCLTS NOTE • 2. "6EMCO' 5SP2 NOTE=TYPICAL STRAP ANOHOR TO MASONRY NNO) SEMCO TAPR116 W10d ES MAX UL. = 1355 EA, STRAP ALL HANGERS LUS26 U.O.N. a� fY-D' 1r-4' 7Y-e• IY-N' 13'C tr-r 1r-a• 1r-a• •' TRAY OPTED! a TRAY OPTION M TOPOMM+D-w � Ta OPO L.D•1•-U.BI MeV-4' 4 CONCRETE BEAM HTM. ! 9•-4' FBI ] • : 1r-r R y � • • ]i' FL22 ALL 1LOaR"Ismoo �' e% CONCRETE BE 6 1 3 16• EE FLAT v : y R " 11' LEE R ALL OLOGe llakelDa v' N ( NMIIJMIAGNI § FL21r"146BAC11 • 14, FL21 24' DUCT CHASE 24' DUCT CHASE R �CQIC TILL C6 pWn1 W� T R ppL ,4�pNp�y N/C�O WEN WPM S IUWPRif4 l4N 1w 1 4 In • y = MLM AT e• OL NMMalI! TOP eORGM t4 DMe//O, PM BDA7 . U-a/4' nao MID lV aeP Ie1M /4N NADJ iALTi In Y®!C e0.Ta AT !• OQ WAOMM TOP NcTrem id R W1NN/, r'IN Ise, . 11I Nho MK 8UB LEDGER TO' ! 11'-e 1/ R S4DN WALL • �.LVI " • EN LEDGER TOP ! U'-O 1/2 N R NMI N N y i : PL19 � y FL19 4V� " ~ " FL18 q4 FLIS L 2%LEDGER TOP 111L. 2%6 LEDGER TOP" I2 " N M. " FL17 • FL17 •' y` ODD SPACE ODD SPACE ' R Em N R R FIGS § N r FG3 : N 4 • DBL Me LEDGER TOP ! 11'-0 DHL 2%8 LEDGER TOP ! 11'-0 I/ • 24' DUCT CHASE R y N 24' DUCT LIKE G " It y h ♦ Y ! " • � f' r N " N N '` it � - • " LEIIGER TOP ! ll'-D 'v B LEDGER TO' a 11-0 1 1- F 13 FL13 8124 CONCRETE BEAM BTM. a 9'-4' 4 B 24 CONCRETE BEAM BTM. ! 9'-4' 1P FG2 I j ~ N IT MODEL ,n MODEL MODEL "C" "D" MODEL "C" "D" ewe--eb _•r!•YF V fD RW1. M.MINe. _. !'LMi U iIO RCCIN TY9IM RMl i, fIC RCGI. TY•IIIM M1Yi 2rld FLOOR FR.41"IINCx PLAN bC.6LE. 1/0 ' _ 1' _ m' -4' UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF too NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C 800 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 620 TA 20 10 1 2840 TA 20 15 2 STRAPS 1 350 TA 20 10 K 1500 TA 20 15 L III TA 20 10 M 40D 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: asure luategary - Importance Factor ( 1) -1.00 Baelc WInd Spesd (V ) -_125 mp Me— Raof Haight h -18 ft Building fps a nc End/Corner Zana Width ( a )Mit Roof Angle f 0) - 23 deg Internal Pras. ff. GCDI 0.18 Design Output: Corn remm neeurae EfhetM Wind Area FT. Intoar Zode (Zone 1) + End Zone 2 + (Zane Cornor a (Zane 3 + no ar (Zone 4 + a n no o (Zane 5 + 20 - - -M - - 50 _ _ _ 100 _40 1000 _ _ _ _ _ CD Ld Q #5 BAR T&B §� #3 0 12" O.C. THRU—OUT < z RECAST LINTEL ILLILN.N Cl- CONC. FILL SOLID TO BOND BM COMPOSITE BEAM TOP 2 11'-4' FOR JOIST 2XB LEDGER (' BUICK BEARING VALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALD 3/4'=1'V WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. NX-14 x K_ TOP OF WALL @ 10'-0' A,F.F, f 60 Ill. B 23BE V Rom' DNrERKR DIE DIE 8 ROOF ENO DBE ZOE 3 RECIF CONDO ZONE SOE a WALL MMMIR DIE HOE 9 VALL ENO ZONE . RODE ARGUE . OWCOM ZME WIDTH ,T /16fr ROOFS 0 wa J � � =O O '0.0� d m r'l M 'a:Z J Z m LL ^ uT d' u7 W p W Z W n o ¢ x 0z o d � O www. GLEAssociates. corn AA0002369 R. QUINN TURNER Drawing Not Valid Unleas Signed, Sealed At Dated By Registered Professional cC W � Q U) W _ `� c�_ 0 N T 4) L Towns _ 0 N � ' � LL Z N W 0 Cl)CM > C J 0 pZ 44 "as MMJ. O CL N M U. H I J m Y� � a v OCc 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 BUILDINGS 121 "MM L a LOT BI O Lor m o LOr m Mom Lot 24 PI006 LOT ve PGDBL a LOT as CASTLEFINES TOWN1-IOMES 03750-00149 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. iZ00F F=tRA " C f NIG_z i�L AN SCALE= I/8 " - I' - Na" TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8'BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'B' WALL LEGEND I TOP OF WALL @ 9'-4' A.F.F. :':'.��•` TOP OF WALL @ 10'-0' A.F.F. �/HIP ROOFS �la MIWLS- • ERE H RMF uns= ERE IDE 0 NOW END Z13E ERE 3 ROOF CORER ERE ERE N VALL dla®t IDE ERE S VNl Elm ERE Y Rlff ANKLE • ENOrCRCER IDE WWH 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 UI 2840 TA 20 15 2 STRAPS O350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 NN 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category = Importance Factor (I =1.00 Basic Wind Speed ( V 3 =125 mp Mean Roof Height h 18 ft Building Type = Enclosed End/Corner Zone Width ( a )41t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Pressures PSF Wall Pressures PSF Effective Wind Area SQ.FT. —Roof 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 —55 51 1 —68 20 27 —45 27 —89 27 —89 48 —53 48 1 —63 50 23 —43 23 —77 23 —77 45 —50 45 —57 100 21 —42 21 —68 21 —68 43 —47 43 1 —53 200 21 —42 21 —68 —68 41 —45 41 —4 500 21 —42 21 —68 21 —68 38 —42 38 —42 1000 — — — — 4 2 a a I— • Illllll\ oilrq _a_ Own uun:'. • M ' #5 BAR T&B #3 ® 12" O.C. THRU-OUT PRECAST LINTEL CONC. 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'-8' A.F.F. ,1. FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE "I. 'HLr HE5" WWUG W/AD55 EA. SIDE OF 7R55 FASTEN BASE PLATE W/(2) 3/4' MB THRU-BOLTS 1/2' BOLT TO MAS- E 8 (14) Imd E.S. FASTEN SIDE PLATE WI(2) 3/4' M5 THRU-BOLTS NOTE "2. '5EMCO' 51--P2 NOTE: TYPICAL STRAP ANCHOR TO MASONR— (UNO) SEMCO TAPR216 (10) Imd E.S MAX UL. = 1305 EA. STRAP ALL HANGERS LUS26 U.O.N. to —u 12'-8" 13'-40 L� TOP OF BM. + 11-4' 8X 4 CONCRETE BEAM BTM. @ 9'-4' Cx x U ri x (U L x x x x x x x x 24' DUCT CHASE x x Ix X (I) LISP RT24 x (4) NAILS EACH In x 2X8 LEDGER TOP @ 11'-0 1/2 x X x x \ x x x F x x 1/2' x DBL, 2X8 LEDGER TOP 11°- x %• x X L r x ODD SPACE x x x x x x x 0O x x xMiss (U J L� r D " h, x x x x x J � x x `* I x x x no A � 9'-4' x x C� 8 24 CONCRETE BEAM BTM. @ I 1� Y El D E L C" 2N1=' FLOOR Fe'FRAIMING PLAN A-4.2 % SCALE: 1 /4"=1 '-0" ul 9 W� J Q 11) N J m�M�� zQ��Lo ad U1 a w N n z Z z 0 o a w 0 N www.GLEAssociates.com AA0002369 D- G.Q 8.2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Cc CM W � IO W _ 0 cc 00 N`~ r L IRV.. CM V Z do N ZN W o = c � _ r- J W U 0 04 G z Q O CL X�a—j LU in CO) H v O oJ•. 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 BUILDING 121 CASTLEPINES TOWNI-IOMES J 0 B N 0. 03750-00149 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 TRUSS PLAN S H E E T N 0. am • .. X UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF lad NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C 800 TA 20 10 D 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 1 350 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 0 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Uotegary =13 Importance Factor (I =1.00 Basic Wind Speed (V =125 mp Mean Roof Height h --18 ft Building Type = nc ose End/Comer Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GC I = 0.18 Design Output: Componeni Roof Pressures PSF Wall Pressures PSF Effective Wind Area SOFT. Interior Zo (Zone 1 + — a End Zone (Zone 2 + — Corner Zoneinterfor (Zone 3 + — Zoe (Zone 4 + — End Lone ((Zone 5 +) (- 20 27 —45 27 —89 27 —89 48 —5 18 —63 — 100 21 —W218 21 —68 43-4200 — — 500 21 —8 21 —68 38 —4 —4 1000 — — — — _� ,� CI D.C.1 < z PRECAST LINTEL �I!kTf� •„ . �IE�CONC.SOLID 1 BOND • illllll�� • '• WALL LEGEND F 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 ❑F WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE • I. 'dUGHES' WWUO W/AD51B EA, SIDE OF TRU55 FASTEN BASE PLATE W/(2) 3/4' ME THRU-BOLTS 1/2' BOLT TO MA5. ES. (14) IOd E.5. FASTEN SIDE PLATE W/(2) 3/4" ME THRU-BOLTS NOTE " 2. 'SEFICO" 5GP2 NOTE, TYPICAL STRAP ANCHOR TO MASONRY(UNO) 5=MCO TAPR2''.6 (10) 100 E3_ MAX UL...395 EA. STRAP ALL HANGERS LUS26 U.O.N. x x x-x x „x.., x.. x., x., x,. x x... WALLS hy,-�- WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, tQ ZONE 1i ROOF INTERIOR ZONE QQ ZONE 21 ROOF END ZONE Q ZONE 31 ROOF CORNER ZONE (3) ZONE 41 WALL INTERIOR ZONE Q5 ZONE 5 WALL END ZONE e ROOF ANGLE a END/CORNER ZONE WIDTH 9 13'-0" W $/�TTRAYOPTION -4' 1 3 16' DEEP FLAT GIRD. B Ill, A ' x x x x x x x x n r x x C x x x x x x Nll� ' FL22 ALL FLOOR TRUSSES "' x x x x x x (1) USP RT24 x x X (4) NAILS EACH > FL21 m I x x x x x x DBL 2X8 LEDGAR ANCHORED TO MAS W x IN CONC FILLED CELLS WITH 5/8' RED H AD x x WEDGE BOLTS AT 12' O.G. STAGGER TOP D BOTTOM N x (I) l4. x x W8586m, MIN EMBD • 2-3/4' INTO MAS x 1/2 x F— 5W'G WALL ru x x x x BELOW CD x x x x x 4'-2„ x x x FL19 x x x x x4 x X FL18 x x x x x \ FL17 x x L N x x x x "O x m x x x x L FG3 — x x DBL. 2X8 LEDGER TOP @ 11'-0 1/ x 24' DUCT CHASE x x x � x i ih x ru x x A x Ld (8 LEDGER TOP @ 11'-0 1 2' x FL13 FG2 i I EBEL D" 2ND FLOOR FRAMING PLAN D •o,wa. ua .. r . �• A-4 ' f 1 1 IIVVV 1 `AI\ A-4.3) SCALE: 1/4)I=1'-01) 0 W� J 0 � =O O a0 � N m�Md6a J Q W ^ LL7 O H O a r W N Z w < U7 J Zp X z oar O N rT www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W W LO N cc T-o L r C4 z LL V Z N W D C co > 0 J W �040Za4) O o- Z r a J m X Cl) J ¢ Cl) a v J Cc 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. 03750-00149 I S S U E D A TE: 12/05/03 D R A WN B Y: RNF CHECKED BY: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. A4.3 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, 088888M TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A,F,F, 2 5/12 CATHEDRAL CEILING NOTE: NOTE V I. "HLIGHES" WWUC W/AD56 EA, SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4° I'IB THRU-BOLTS 1/2" BOLT TO MAS. E.S. (14) IOd E.S. FASTEN SIDE PLATE W/(2) 3/4" MB THRU-BOLTS NOTE 0 2. "SEMCO" SCsP2 NOTE: TYPICAL STRAP ANCHOR TO f145ONR- (L\C) SEMCO T4PR216 (IO) IOd E.S. MAX U.L. = 1355 EA. STRAP ALL HANGERS LUS26 U.O.N. I TOP @ 11'-4' FOR JOIST 2XB LEDGER B' BLOCK HEARING WALL FLOOR TRUSS DTM. 2 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALD 3/4'=1'O' WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. '.".".`:. TOP OF WALL @ 10'-0' A.F.F. ���/HIP ROOFS -1� WALLS TR AIE b RU INTINI t ZONE ZRE a Rw no ZRE ZOE 33 RW CUM IRE Z0E 4 VPLL IIlIFAllR ZZRE ZQE S VN.L Eta IDE i RW MG E n Dwolll EIt IDE wM UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS OA 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 OI 2840 TA 20 15 2 STRAPS OJ 350 TA 20 10 K 1500 TA 20 15 LL 870 TA 20 10 M 400 TA 20 10 O3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 O 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure a egory = Importance Factor ( 1 =1.00 Basic Wind Speed ( V 3 =125 mp Mean Roof Height h =18 ft nc ose Building In End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GC i = 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 —97 29 —97 51 1 —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 —53 200 21 —42 21 —6 —68 1 —45 41 —48 500 21 —42 21 —68 21 —68 38 1 —421 38 —42 1000 — — —56 1 —42 JU— Of __ '.nu4 Bm- -- —PRECAST LINTEL Lli -CONC.1 4 BOND C .:.Milli:• COMPOSITE TRUSS PLAN A-4.4„% SCALE: 1/4"=1'-0" 0 Q W0 J � In O O Du CO N � J Q W ^ In 0 W a] p O H O � r N ¢ O X Z oal¢ 0 N www.GLEAssociates.com AA0002369 C12 DEC 0 8 M R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional to CM W � d W _ Li°i � c G Cis 04 0 4) Z C CNI LL O _ r NU) > G N _J J Q a ZUj •� � o � C%1 M� W (q J Q N ~O a C.) J to 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 Lor oI I wr m I Lm na I Lw" Lm m» CASTLEPINES TOWNI-IOMES J 0 B N 0. 03750-00149 ISSUE DATE: 12/05/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN S H E E T N 0. A4.4 PRECAST CONC. COL. BY SUB-CONT. 2 05 STRUCT. STEEL BARS VERT. TIED TO FOOTMCa PAD FILLED HALF COL. "FE SHOUK (NON STF=TUR£) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. RREC,451 COL FINISHED CLG 1/2' GWB 2x STUDS a 24' O.G. A.H.U. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER e 3 LOG. TOP E SOT. 2x 4 STUDS a 24' O.G. 4- 16d NAILS PER GONNEC. FINISHED FLOOR NOTE: SEE A/ PLAN FOR LOC OF DUCTS RETUR AHU STAND I' x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ .099 X 1 1/2SM 6' O.G. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF. SPECIFICATIONS. WINDOW BUCK DETAILS 8' x 16' GONG. BEAM BLOCK 8' x 16' GONG. BEAM BLOCK 8' x 12' GONG. COL. W/ (4) 45 t 03 TIES is 12' O.C. (U "5 BAR VERT. HEIGHT CHANGE DETAIL FACE OF STUD OR SUBSTRATE GYP BD ANCHOR TO MASONRY WITH (3)'^' R.H. WEC WD BASE- SEE FINISH SGH— (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOUS SEALANT 1/4' STE SIDE Amjj wi i�i i WALL DETAIL STUCCO SEALANT RU BOLT WITH 1/2' . BOLTS GIRDER TRUSSES WITH MFG. 1�'F. ANCHOR FOR PATIO C 1 RDE R TRUSS TO 1" ASONRY PIER (FILL BLOCK COL'S SOLID WITH CONC.) STUCCO FILLED CELL WI/ (1) S EA SIDE JAMB (TYP) 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' ABO F.F. MAX SPACING BTWN ANCHORS 36' GARAGE DOOR BUCK DETAIL FILLED CELL W/ (1) «5 EA SIDE JAMB (TYP) Is X 4' PT WO BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR l' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS ANCHOR DOOR JAMB TO BUCK WITH (2) #10, 1- FROM EACH END, 24' O.C. JA4 1 ANCHOR DETAIL 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.G. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2' X 4' OVER DROP GABLE FOR OVERHANG OVER 8' X 8 FASCIA 2' X 4' RA ® 6'-0' 0.1 X it VERT. , 24' O.C. GABLE END TRUSS MTL. STRAP a 24' O.C. 1/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD ® 48' O.G. FLAT CABLE END BLOCK WALL DETAIL TYPICAL REFER TO SHEET A-'1 FOR ROOOF NOTES ELEV. 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 8(6) VERT STUDS AT 16' OC PROVIDE DEL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X 16 BOND BEAM CONC FILLED WITH (1)' 5 CONT ELEV. fro'-4' h STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (8) 10d GALV C0M STRAP EACH VERT STUD (8) 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[ SOM-12-636 PIN (METRO DADE PROD APP NO SO-1208.1(8S) PROVIDE (2) PINS BTWN EACH STUD OF A 2X4 WALL KNEE WALL TO 1"145 0 W� J ^ In p O aD d. N mM��� J Z O 0 w p o�o�rr; o x z o � c- 0 N www. GLEAssoci ates. com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional w o cn Lu cm 04 0 4) r � o Z �CL N V cmLL1 ® C N J Lu W 0 C4 e%Z �- a '5 O N_ . W J A J Im J Q o a v 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 03750-00149 1 S S U E D A TE: 12/05/03 D R A WN B Y: RNF CHECKED BY: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. Amy GYPSUM WALLBOARD_ MIN. R-II INSULATION (IF APPLICABLE) - PROVIDE SEMCO RTFIGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD W/(3) 16d NAILS 4 TO DBL SILL PLATE WK2) I6d NAILS 4 TO CONT. CANT BLOCK WK3) I6d NAILS 4 TO TRUSS WKS) ad 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. WEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS a 12' O.G. TYP ARCH WINDOW OR OPEN'G a 4 ON FLAT a 24' O.C. TYP 5/8, CDX PLYWD. NAILED W/ 8d NAILS a 6' O.G. 2x 4 HORIZ. a 6' O.C. GU' TO FORM RADIUS OF AR Sx COL OR FILL'D CELL EA. SIDE OF OPEN'G SEE PLAN ,ARCH ER41" IING [:)ET CONCRETE SEEINTEL 'CATEL TCRSCW-^ FOR REINFORGIN AND FILLING, IF F CONCRETE BLOCKpWALL FILLEWRDW/DR JAMBS' W/ CONIC TYPICAL MASONARY BOND BEAM ;BETE BOTTOM OF - (SEE FOUNDATION PLAN FOR FOOTER COLUMN LOCATIONS AND REINFORCING) CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/8' EXP I PLYWD SHEATH'G W/8d a 6' O.G. EDGE 4 FIELD 4' O.C. a CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS WKS) Iod NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND BOT. FASTEN WITH (8)10d NAILS 2 X 6 WD STUDS a 16' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER SQ. FT. RA§ KI�LNONTINUOUS KNEEWALL DETAIL GONG. TIE BEAM PROVIDE 'SEMCO' TAP32 (EMBEDMENT 8' MIN.) w/ (12) I6d NAILS TO TOP PLATE PROVIDE 'SEMCO' TPP6 w/ (8) 8d NAILS (4 EACH SIDE) 2x6 WD. FRAME WALL (STUDS a 16' O.G.) 2x6 PLATE PROVIDE 30" FELT MOISTURE BARRIER 1/2' ANCHOR BOLTS a 24' O.G. MAX. (EMBEDMENT 3' MIN.J w/ 'SEMCO' A5PW3 3x3x 1/4' WASHER 8x8 CONC. FILLED CELL w/ (1) "5 RP,. VERT. CONT. TYPICAL GONG. BLOCK WALL ERAIE WALL/PLOCIG CONN. IIGH RIB METAL LATH BEEN VENTS a 8' OC ° PLATE NON -BEARING INTERIOR WALLS LINTEL D E T,4 I L 3 5/8' OR 6' GALV METAL STUDS ®24' OG 1/2' GYP WALL BOARD EACH SIDE R-11/R-IS BATT INSUL WHERE INDICATED ON PLANS WALL SECTION GYM SEMCO TC'P(x) v' STRAP WITH (3) 8d CON £A. SIDE (TYf FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE SCHED. ABOVE SEMCO RTP IM24 WITH 60 Ill COM E.E. WOOD HEADER (DIMENSIONS VARY) SEMCO RTP IM24 WITH (1) Ill COM E.E. • EA STUD 8RN'C� WALL HEADER DETAIL TOP PLATE ANCHOR AT EACH STUD — STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE 2 X F.S. 2 X WOOD STUDS a 16' O.G. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE /-2X P.T. BASE PL. W/ 1/2'X -1- LONG KWIK-BOLTS a 48' O.G. OR TOP PLATE ANCHOR 311 X 300 SST/REDWEAD AT EACH STUD AB POWER FASTENERS 01524 SDC MUD SILL s 12' O.C. 8E/4RIN(Sp W,4LL Dfz-T/4ILS PRE-FAB WD. TRUSS FRN. TRUES MANUF'D.SPACE 024' O.0 2 X TRUSS BRACING ATTACHV TO TOP OF BOT. CHORD W/ (2) Ill NAILS PER TRUSS. PROVIDE SEMCO TAPR216 GAL FIURR STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (8) NAILS AND FASTENED TO T.E. 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. TRUSS STR F i EDGE NAILING INTERMEDIATE NAILING BOUNDRY NAILING CORNER NAILING ROOF FLOOR 8d a 6' O.G. lod a (0' O.G. ad a 6' O.G. loci a 10' O.G. 8d a 4' O.C. loci a 4' O.G. 8d a 4' O.C. NO NAILING SC�4EDULE 12 5.5 PRECAST LINTEL 5M, TYPICAL INTERIOR WALL FINISH ON GONG BLOCK 1/2' GYP WALL BOARD I X 2 PT WOOD FURRIN 24' OC. PROVIDE R-d WALL INSULATION ALL EXTERIOR MAS WALL REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB 1)E1,41L-TYP JA 15 SCALE: 1 1/2' WALL SECTION ELEV.10'-I' RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.G. MAX 1 X 3 PT NAILER '4T 0 uj� N M M aD 00 Jm Z � J aJ Cp 0 w N Z w ¢ O X Z oar 0 0 N M www.GLEAssociates.com AA0002369 DEC 0 8 a R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional cD 014 W r V) W _ 0 N`.4 t N U Z �� Z cm O T. coW 0 N J WG ZQ 0 CL N W J V C J i. y cn J 0 a t� 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. 03750-00149 ISSUE DATE: 12/05/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE DETAILS/ SECTIONS SHEET NO A 6 METAL TRUSS ANCHORS EA. END EA, TRUSS R-19 INSULATION MIN. TYPICAL INTERIOR CEILII 5/8' GYP WALL BOARD PRE FAB ROOF TRUSSES CONSTRUCTION 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 CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES DBL, 2XB PT. W/ 5/8' XB' WEDGE ANCHOR AT 24' O.C. IX3 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.0' CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF TOP OFBEAR 20'-B' AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH TYPICAL SOFFIT CONSTRUCTION PROVIDE 6'X24' SOFFIT VENT @ 6'-0' O.C. 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 INDICATED ON FOUNDATION PLAN. 5/6' MIN STUCCO FINISH ON BLOCK EXTERIOR. uBEAM AS SCHEDULED CEILING HEIGHT +9'-4' AS SCHEDULE TYPICAL DOUBLE TIE BEAM CONSTRUCTION B'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 GRADE VARIES a sa 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 IIJJ WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM- 2'X12' WD, STRII 4'x4'x4'xl/4 CLIP L W/5/8'x4' WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) GRIDER TRUSS L BRACKET W/2-1/4' BOLTS Pr I 1'X RISER 1 e 2'xl2' WD. TREAD JLAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH DRYWALL ON BATHSIDE TAPE AND SEALED 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 METAL TRUSS ANCHORS EA. END EA. TRUSS 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF R-19 INSULATION MIN, SEE�PLANS� AS SCHEDULED 2 X 8 SUB FASCIA TYPICAL INTERIOR CEILING CONSTRUCTION 1 X 6 WOOD FASCIA 5/8' GYP WALL BOARD ON 1 X 2 CONT DRIP FRAMING PRE FAB ROOF TRUSSES GALV METAL DRIP FLASH WOOD WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAILS USED ON "C" 4 "D' MODELS 1X8 SKIRT t ENTRY AND PATIO CEILINGS, 5/B' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM, SCREEN VENTS @ 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) TYPICAL INTERIOR WALL FINISH #5 VERT IN CONC, FILLED CELL REFER TO ON CONC BLOCK FOUNDATION PLAN FOR LOCATIONS 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS TYPICAL EXT BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/B' MIN STUCCO FINISH ON BLOCK EXTERIOR, BASE- SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEV.0' . GRADE VARIES TYPICAL SLAB CONSTRUCTION 4' CON( SLAB W/ 6X6 1010 WWM REFER TO FOUNDATION PLAN FOR ON 6 MIL VAPOR BARRIER OVER FOOTING SIZES AND STEEL INFORMATION, CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 1 STORY TYPICAL WALL SECTION (END) WALL SECTION USED ON "A' 4 'E" MODELS 1 HOUR FIRE RATED PLYWOOD PYRO-GUARD 4' FROM PARTY WALL EACH SIDE \ ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP B'-0' O.C, MAX NOTE, THE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' ❑C, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH MIN B'X12' POURED CONC TIE BEAM W/ (2) #5 RH TOP (2) #5 RB BOTTOM CONT, RAKE BEAM IN ACCORDANCE W/TRUSS RAKE BEAM TOP OF BEAM sm'-•• ••• AS SCHEDULED DOUBLE BOND BEAM W/ (1) #5 TOP (1) BOTTOM TYPICAL INT. BILK WALL CONSTRUCTION UL TEST NO. U905 Tn1 BEAM AS SCHEDULED DOUBLE BOND BEAM W/ (1) #5 TOP (1) BOT, @ +8'-1' TYPICAL INT. BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. r ^`a 4 ' 't TYPICAL SLAB CONSTRUCTION ".r° • ,'''• '• "• 4' CONC SLAB W/ 6X6 1010 WWM Y ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL PART r WALL (MIDDLE) Wh4LL .�FV i Ivly u6ILV VI`� � /�, �, ✓, N� , w,..itiw SCHEDULE ELEV.0', (2) # 5 REBAR TOP (2) # 5 REBAR BOTTOM 1 4 SPAN # 5 @ 6' O.C, RAKE BEAM (1) #5 REBAR 90 DEGREE # 5 REBAR NOSING TYP. 11" OVERLAP REBAR ' 24' AND TIE 1e • VERTICAL BOND BEAM COLUMN-.MAS BLOCK WALL #5 REBAR 12'TOP A #5 G'BOTTOM EQUALLY SPACED • (4) # 5 REBAR—:_'_RAKE BEAM MIN, 8'X12' POURED CONCRETE VERTICAL TIE (2) #5 TOP AND (2) #5 BOTTOM REBAR #4 REBAR @ TO VERTICAL B'X12' CONCRETE COLUMN TO (4) #5 REBAR, 10' D.C. #3 TIED @ 12' D.C. WITH 90' #5 REBAR, VERTICAL DISTANCE SHALL NOT EXCEED 24', AND THE MAXIMUM • ;� HORIZONTAL DISTANCE SHALL NOT EXCEED 36'. • RE5,41;R TIE BETWEEN BOND BEAM AND RAKE BEAM DETAIL TYPICAL SLAB CONSTRUCTION M a• CON( SLAB W/ 6X6 1010 WWM WALL SECTION USED ON (H) MODELS ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL 44' X 44' X 12' CON(, COMPACTED TO 2500 PSF MIN STAIR PAD W/ (5) OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS USED ON 'C' 4 'D" MODELS 0 W� N � J mcc m��(Zl cc w n z w d N ¢ o x z o � o_ 0 N www.GLEAssociates.com AA0002369 c J. DEG1.8 2003 R. QUINN TJRNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Cc cm Lu r d co Lu r N V N -a N W" O C4 Z ♦� V cc c LL T V z N w � c rn N 04 L j LJJ ZQ V J in O a� .d cm N a J X a V 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. 03750-00149 I S S U E DATE: 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®7 ELECTRICAL PANEL '�omo oeom o omo omm. o lmm m =: momm m= III -. Il MC3M ..- .._. _ IIII.omm MINI. -.-. IIII. LOAD CALCULATION A/C • 100 % 15 KWs FIRST 10 KWB. • 10M TOO KWs REMAINDER • 40% 11.9 Ku" 41.2 - fib • 29-1 X A • 11.11 TOTAL 2%A KWS 2%4 KW" X 1000 122 AMPS 240 PROVIDE: 180 AMPS. SERVICE GENERAL LIGHTING CALCULATION lbw SOFT. X 3 lUTB/9QFT. 610 KWs 1000 110DEL D ELECTRICAL PANEL i oo� v®ii oo� voo� o oo® omm® o LION ©o® voii ©1101101 MmM 10111 LOAD CALCULATION A/C • 100 % 15 KW" FIRST 10 KWS. a 100% 100 KWB REMAINDER • 4096 10.1 KWS 46.1-20. 26.1 X A. 10.1 TOTAL - 2e2 KWB 31111, KWS X 1000 � Ile AMPS 240 PROVIDE: 190 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14M SQPT. X 3 WT"QFT. 1000 A 4b KWs — 0 3-1/0 THUN 01 IN 1 1/2' CON. I R4 THeN CU TO 2-8/6' X 6' LONEa GROUND DRIVEN ROD PER NEZ.— 110DEL E ELECTRICAL LEGEND SWMCE rOIINTED LIGHT SDEAIER MWL 1�r41- VM.L FOWTED uw /C�/�'� IDS ELECTRIC METER L�__J� REMMO HODI HAT O.I MADI ➢ISC➢IRECT MMR ypLOJ RECEDED VWM PRIG LIGHT DJ DED RATED D6COOEM M14 L SWFILE IOWTED MUMESCENT FIXTURE RNTED VINE 1 7 MUMESCEW FIXTURE ELER WE JAIX RECESSECE➢ ®a �� TELEVISION JACK D FEAT LAMP/ E"M FM! CNONATIN p MOOD LINT ➢WIM M ® JWCTIM SN SEWRRY SYSTEM EKHMIST FM IZI�II cl Din �¢ TRACK LIGIITONG FEUME (D THLRMIISTAT SVITN TIWI RELAY 3 WAY SVITM �O( ( SMNE DETECTOR . 4 VAY SWTCH GAMGE DOOR OPENER 4W OIMER SWITN -0 POSH WTTN-GAA F ➢R OPENER MORE FM -0 PM WTrDI ARAOL M OPENER 44- TDE SWITCH 4'0S VEATIER PROOF SWITCH WAIOIIPLEM RECEPTAOL e' DEDICATED RMEPTAC.E FLOM RECEPTACLE � DIWLEK RECEPTACLE 40/LL9 SWITCH RLTIVATED RECEPTACLE WEATHER PROS RECEPTACLE '(yI� E30-VOLT RECETRAO.E ®S GMW FART MTEIRIIPTER RECE"MU TO FPL POWER CO. Will ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) .gym,. LCKOr ELECTRICAL PLAN SCALE: 1 /8rr=V-0 ELECTRICAL PANEL EM. 1018M. mm 101MINIM ©-.---©-.IIIIIIIIIIIIIIIII.-- IIII. LOAD CALCULATION A/C ■ 100 % 15 KIDS FIRST 10 KWB. • 100% 10.0 KWS REMAINDER a 40% LU KWS 41b-ITb -30.3 XA• 122 TOTAL 2a1 KWS 23.1 K118 X 1000 124 AMP" 240 PROVIDE: so AMPS. SERVICE GENERAL LIGHTING CALCULATION 1941 sQFT. X 3 Wi"/SOFT. 1000 "Ji KWS t MODEL C O U J J ^ In 0 m p p N � m J MM� � LI Z N J ap Q W ^ In O W N Z W ¢cn ox z o�� O N r'] www.GLEAssociates.com AA0002369 (If:L D&C Q $ 20 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CO cm LJJ r Q U) Lu _ 0 cc r G� Z a LLN Z cvf N w � c 0 N LLu IJJ C) cm Q II Q .G� V r X J LLJ CO co) 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 m"m a "am G MMXL plain L a o Noon LOT LOT LOr LOf wr wr CASTLEPINES TO11NHOMES J 0 B N 0. 03750-00149 ISSUE DATE: 12/05/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO TZRIP KW DESCRIPTION WIRE 1 3 2/50 75 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • S 6 8 2/50 12.0 RANGE M6 � C3 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 DRYER 010 11 1/20 1.0 REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT.) 012 14 I6 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER M2 11 1/20 15 SMALL APPLIANCES (GFI) 012 18 I 1/15 I 0.5 INTERCOM OUTLET (OPT.) 012 IS 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES M2 21 1/15 4.5 GENERAL LIGHTING 014 22 I/15 GENERAL LIGHTING (GFI) 014 23 24 I/15 GENERAL LIGHTING 014 25 26 21 25 29 30 31 32 33 1/20 1.2 FAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/201 5ATHROOM REC. 012 31 SMALL APPLIANCES (GFI) 3S 1/20 SMOKE DETECT. 4 5ATHRPI. LIG T"12 3S SPARE 40 SPARE 41 SPARE 42 1 SPARE SUSTOTA 2L 32 Kw. TOTAL CONNECTED LOAD46•'1 KW. SU5TOTA 2L 35 Kiu. LOAD CALCULATION A/C 6 100 % '1.5 KWS FIRST 10 KWS. a 100% 10.0 KWS REMAINDER m 409. 101 KWS 46.1-20=26.1X.4= 10.1 TOTAL 282 KWS 31b KWS X 1000 118 = AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SQ.FT. X 3 WTS/SQ.FT. 45 K 1000 ELECTRICAL LEGEND SURFACE MOUNTED LIGHT E0 BREAKER PANEL WALL MOUNTED LIGHT �/I�-7�} v I ELECTRIC METER RECESSED HIGH HAT 0.1 MAIN DISCONNECT PANEL FO, []-I DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE SURFACE MOUNTED FLUORESCENT FIXTURE `I TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE a Q TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION vFLOOD LIGHT INTERCOM O SECURITY SYSTEM JUNCTION BOX S EXHAUST FAN aH CHIMES �Q TRACK LIGHTING FIXTURE O THERMOSTAT 44 SWITCH F51 TIMER RELAY 64 3 WAY SWITCH (...� SMOKE DETECTOR �'a 4 WAY SWITCH GARAGE DOOR OPENER -64" DIMMER SWITCH 4 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 44�_ TIME SWITCH -&O3 WEATHER PROOF SWITCH (0-- OUADRUPLEX RECEPTACLE 0- ➢EDICATED RECEPTACLE FLOOR RECEPTACLE 0-DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE W> WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 3-1/0 THWN CU. IN 1 1/2" CON. 1 04 THWN 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"=1'-0" A/C COMP z a LLJ� o aD o mMn J NLO w^Ln o�oal� o 0 N N Q Z J O X Z d � O 0 N www.GLEAssociates.com AA0002369 DEC D > ZQil3 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CO 014 W W _ Sri �0(1) N� r � v Z CME C4 Z N W 0 \ C 0 r U) ..j � W / O N p Za d a _o N J J mco�cn 0 a t� J CO 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 121 i CASTLEPINES J 0 B N 0. 03750-00149 I S S U E D A T E: 12/05/03 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.1 VN GFI — — — — — — — — — — — — 3NCT-� I� I II I II I I {} JI I I I -- I -- I I o aIR i ST I I GFI �v� il II m7 I O II s ( I GPI I O GFI _ TO COACH LIGHTS 2 ND FLOOF2 ELEGTRIGIAL PLAN EGAL-. 114 , . V - C' ELECTRICAL PLAN C E-1 0 WOf O 6 aD d, m N d. N-4 M LO Z J tp a] Q <L ^ U) N Q O X Z S Q o a W p N www.GLEAssoci ates. com AA0002369 DEC it 8 1,I R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional cG W ''^^ r Q v/ _ W CN 0 (1) o = o r N V Z �� C� a Z N W C 0 N Lj W V JcmoaQ.� Q V r x 11-- .LIJ m CO) J Q y 0 a t� 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 BUILDING 121 GASTL3=PINES TOWNHOMES J 0 B N 0. 03750-00149 I S S U E D A TE: 12/05/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. SCALE: 1/4 ))=1 1-027 Eml.2 ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 b B 2" 12.0 RANGE •6 � 9 2/20 2.0 DISH WASHER/DISPOSAL •12 10 12 2/30 5ID DRYER 010 11 1/20 Im REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT.) 012 14 16 2/25 145 1 HOTWATER HEATER 010 15 1/20 15 WASHER 012 11 1/20 15 SMALL APPLIANCES (GFI) 012 18 I/15 05 INTERCOM OUTLET (OPT.) •12 I9 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 5.0 GENERAL LIGHTING 014 22 1/0 GENERAL LIGHTING (GFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 1.2 FAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 042 36 I/= BATHROOM REC. 012 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT 012 39 SPAN 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 23.1 KW. TOTAL CONNECTED LOAD: 412 KW. SUBTOTAL 23B KW. LOAD CALCULATION A/C a 100 % 15 KWS FIRST 10 KWS. 6 100% 10.0 KU1S REMAINDER 6 40% 10.1 KWS 46.1 - 20 = 26.1 X A = 10.1 TOTAL 282 KwS 31.6 KWS X 1000 - 118 AMPS 240 PROVIDE: SO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SQFT. X 3 WTS/SQFT. 4.5 KLUS 1000 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 TkIWN CU TO 2-5/8' X II GROUND DRIVEN ROD PER N.E.G.— ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1 /4"=11-0" I � db TO DOWNSTAIRS SWITCH II I vP s 0 I I �j I_ AIR _ I C� ELNk 0 E- 1 2 ND FLOOR ELEGTRIGIAL PLAN E— 1 V4 . - 1. - O' A/C COMP 0 u JLo J r In O JmM��Lo Q Of c 0 W O O H O r 0 w N Z w O N www. GLEAssoc iates. com AA0002369 DEC 0.8 Z001 R. QUINN TURNER Drawing Not Valid Unless Slgned, Sealed & Dated By Registered Professional CO L u cm _ - 0 W V.o= o C4 Z LL. N W 0. c ZV� N W>00 �J 04 (D Lu _ o a0 C4 J A J J QIi y ~O a 0 J CO 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 121 I � �V�iJ.ir � I7Y%%3i IIII� CASTLEPINES J 0 B N 0. 03750-00149 I S S U E D A TE: 12/05/03 D R A WIN B Y: RNF C H E C K E D B Y: I SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.3 ELECTRICAL PANEL No pcu: ,TRIP KW DESCRIPTION WARE POLE Im L12 DES1PTION WIRE 1 3 2 15 AIR HANDLER • 6 2 4 8 7 A/C COMP. so 6 8 2 12.0 RANGE % 1 9 2/10 2.0 DISH DIASHER/DISPOSAL 92 10 12 2/305.0 DRYER so 11 1120 1.0 REFRIGERATOR 1112 13 IRO 15 MICROWAVE (C)PT-) q2 14 16 2/25 45 140INATER HEATER PA B I/t0 15 WASHER 012 11 1,2011.51 SMALL APPLIANCES (CFI) V IS 1/0 0 INTERCOM OUTLET (OPt.) a 19 1/201151 SMALL APPLIANCES 02 20 1/2e 15 SMALL APPLIANCES 012 21 Me 14.51 GENERAL LOWINIO 414 22 Ve GENERAL LK4HTMG (GFI) 94 29 1 1 1 24 Ve GENERAL LK,r mm 014 28 26 21 28 29 Be 31 32 33 we 1.2 FAN OUTLETS V 34 38 V201 IID 1 GARAGE DOOR OPENER 02 36 IRO OATHROOM REG 92 31 SMALL APPLIANCES (GPI) Be 1/20 SMOKE DETECT. 4 MATHF&L Lkid 1750 39 SPARE 40 SPARE 41 SPARE 42 SPARE BLbtOTA 2L 3Z Kul TOTAL CONNECTED LOAM46-2 KW. wetaTAL38 KW. LOAD CALCULATION A/C .100 15 KWS FIRST 10 KWS. ® 100% IOZ KWS REMAINDER e 40% 1e.1 KWS 46.1 - 20 w 26.1 X .4 w 10.1 TOTAL 282 KWS 31b KWS X 1000 118 AMPS 240 PROVIDE: 15O AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SOFT. X 3 WTS/WFT. A 45 KWS IID00 LEGEND SURFACE MOUNTEDEILECTRICAL GHT REAKER PANEL WALL MOUNTED LICIT Ea ELECTRIC METER TT 0J MAIN DISCONNECT PANEL l� RECESSED HIGH HAT T 1 DEDICATE➢ DISCONNECT PANEL VPLQJ RECESSED VAPOR PROOF LIGHT ROUTED WIRE SURFACE MOUNTED FLURRESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE � TELEVISION J4CN�1 ® HEAT LAMP/ EXHAUST FAN COMBINATION l al INTERCOM FLOOD LIGHT SECURITY SYSTEM JUNCTION BOX EXHAUST FAN 1�I�1I 1�^I CHIMES =¢ TRACK LIGHTING FIXTURE O THERMOSTAT 44 SWITCH R TIMER RELAY 3 WAY SWITCH ( SMOKE DETECTOR i4r M WRY SWITCHGARAGE DOOR OPENER .GAP DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENERPADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER k* K/f' TIME SWITCH WEATHER PROOF SWITCH 0 � � DUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE 110/I20 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE 220-VULT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE :OAP www.GLEAssociates.com AA0002369 A/C COMP _ DEC O 8 �I R. a, -INN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional cc W � Q U) W N N t5 ;a r O � L r N V Z �� ♦ v Z Nr D NR!• �WJ± > 0 U PoW zaaCs a N C A J m T a I.` cl) c v O 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 WOMB IS SI I IAA w I IAA 1u l LOT" LGT m CASTLEPINES J 0 B N 0. 03750-00149 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 ELECTRICAL PLAN S H E E T N 0. Eml.4