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HomeMy WebLinkAboutBUILDING PLANS<5Y N®T55 P001 CL05ET 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 1-005 120 SQ.IN. BLK VENT W/ SCREEN 4 FLR. LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P006 T-6"WALL P009 MIRRORED Polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W1 LIGHT 1 SWITCH P013 1 1/2" X 8" WD. RAILING / 2" PICKET a 5" O.G. P014 GL5,BLK. N HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 50.IN. VENT s GARAGE DOOR 0 FLR.LEVEL Poll CABINET ABOVE P018 B' CEILING POJ TEMPER GLAS5 13001 RECESS MEDICINE CABINET 15002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER UP CER. TILE WALL 8006 KNEE SPACE 15001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISP05AL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP 1<006 DISHWASHER E00I 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 m 12" O.G. 5002 BRN'G WALL WD. 5TUD5 d 16" O.G. — u I�OOI�S SGI--{�DU1_� SIZE OF'ENINCs T CZ REMARK A 2 -2,0&8 HG ® 2&,9-e NG O 210ro8 HG 28ro8 5G 2868 MTL W/ AUTOCLOSERS O 3068 HC 30ro8 I"'ITL �O 10 16ro8 BF SWINC= BIFOLp 2 0ry 8 BF (� 2&&0 BF O 3r068 BF 40ro8 BF 50ro8 BF ra mro 8 E:F IroO-10 OvERNEAp CzARAGE POOR ® B0-10 OVERHEAp GzARAC3E POOR 50ro8 Btu MIRR. 2-2IOro8 MTL FRENCH I LITE WINDOUJ545C3D SCHEDULE SIZE OPENINCz T CQ REMARK O 243N EC-sRESS 02 2 5 �✓ H --- 3 2roaN O 34SH EGzRESS 0/ 353H - — O 1/2336H — ® 3040 HF: 40410 HR EGRESS 4030 HR 1® 50roB SC�p © rorG80 SCsp O 8080 SiCsp ® 5080 SCap �/ 120B0 SCap - 10, I ro 080 1 SCs AIR COND SCHIDU Unit #�, Make: Cond"Mod.# - A/H Mod.# - Htr. Mod. 05- Cooling U 3 SDco Heati BTU 3 ADO SEE Dating 0.06 Ton 3 % IS. vdb55_ 261 II56�5_ L rE/)r 71 9.3 S GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALCS. ..2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3, DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN, FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, 8. ALL BATHROOM FIXTURE OUTLETS TO BE 50" AFF OR AS PER BUILDER SPECIFICATIONS. 13. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. 5MOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTOR5 SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. 1992 EDITION 12. EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C, 1683 5Q. FT. 15T FLOOR 1000 5Q, FT. 2 ND FLOOR 653 5Q. FT. GARAGE 406 50. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO -I6 50. FT, TOTAL AREA 2195 SQ. FT. I 4 '_4 " Il'_ " 4'_4„ 1 I - - -...- 42" AFF I 1 RO.15't`2" X 8111)" RO.1512" X S11,2" •IVV'X1114" 265H p 6mB05GD W/PAN 60BO5GD W/PAN 265H FIT ------------------------------ —1 I 411 I IVINS ROO VAULTED CL'G , MASTER BR �� VAULTED CL'G t� 11 ' n B0`11 I . DINING ROCIM - VAULTED CL'G 5'6_cLG ELEV, f 11'-4" 1 21.01' 14" I 4" 5'-Im' 411 1I-� pp 1 11 F-tip P Pok I1 "tl- V 1 IJ��A1 ) P013 � rol / •"T I � I I I L/I S,- • pI 'S 0 I —CHASE') 11 5'- 2'-8 If0' I c`: s yyti I> p —PO 5 I 61 o, -T WALL ® MO, 10' CL'G/CT, I i0 � 11 — B00 EV. + 5'- I ," 0 5'-8" Folio — R 5" X 30" I 41 iAi— 1 I I � ro IO U,y � 10 KITCHEN 1 n 0 VAULTED CL'G KO c I ro 91=:01 101_011 CIA I C --- — RE'AKFAST K006 K001 — — i _! AULTEI) CL'G i\��i i1 :55H B55 R0=54" x 51 01 —I 1 _ I 21_6" v 4'4' 51_01, 4'-6" 1 I 26'-011 1 2 N1D FLLo SG.GLE: P L "N 2G,1_o11 ------------------ 61_p11 ----'--------------- 31_g11 1 I 61_O11 I-1 — I Emma i COVERIEr, PATIO i I I 9'4 CL G 1 1 , , RO• 5" X 503"" I 1 I I 2-24 H EGRESS n n Fin , I I� x COVERED PATIOk� 1 I 13'4 CL'G �� r I BEDROOM 02 I I X S1 .. — V4 CL'G 6080 SGP I r �v n n 12_0" r II 13�_OII I A i BEDROOM $13 j c V4 CL'G 2.61 BF I V r I, L, ---- ! 266E BF T •1 I I •� `/„�`� r PJ 2- _ I _III .r BAT #2286B1 W4 COS/ Om P 09-�B I Q N 7 -----_— e � ' P004 \Yf (A#* E0m N/ U E004 n \I I 13'-QZ" Lr6- P004- E EV. + 5-- II/s u i 30Bm r TL. W/ FG. AB VE i n W'51DELITE 14" GLASS a CzARACzE , �n S'4 CL'G/ I n I 1 i - --- ---------------------------------------------- - - I - EOmI-� - i 16010 O.H. GARAGE DOOR - qq IY m I� I� n ,. tq E002 1 ,I 2'-0" 161_0.1 I 201_011 - 611011 26'-011 1 I ST FLOOF,=' SCALE: PERMIT/ CONSTRUCTION DRAWING ZIlk y ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: i February 12, 1999 I JOB NO: z r >LL, do LLJ t w o O iceVu O i i 0. W I O N I m 0 L h o. o. 10 b aI a C' Ln z O M M M Q O O I r' f r � I rn o � 5 j Z w m o W m O u— m rn C m m i 14 SCANNEI BY "- 9 0 +,Lucie COUP 11-4 a N I m m C) AIIiIIIIIIiiiit to r 32'-0" IT-0" 15'-0" S'-10"1 2'-3" 1'-41"I 13'-81, 1 I RO.211/4 X63" �a355H I LEFT SCALE: 1/4 " = P - ld" 0 5ENER4I. 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. FOR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RE'CEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IImV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AidD SINKS COMPLY WITH TABLE 46-R2 OF SF.B.G. 1532 EDITION 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LEb6 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.11SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR ARVA CAS CULATION LIVING AREA A/C 1530 5Q. FT. GARAGE 230 5Q. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 5Q. FT, TOTAL UNI:'ER ROOF IS05 5Q. FT. E ' NOTE& PODI CLOSET W/ VINYL VENTILATED WIRE SHELF F002 DRYER VENT (SMOOTH TYPE)TO OUTSIDE P003 VENT4..=213D VINYL WIRE SHELF F004 R-11 INSI,II-ATION BETWEEN GARAGE AND A/C P005 CIO 5Q.IN. BLK VENT W/ SCREEN a FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P005 1'-6" W I_ p0o9 MIRROF:ED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X 50 WD, RAILING 4 2" PICKET a 5" O.C. POW G1L5.5LK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT ♦ GARAGE DOOR a FLR.LEVEL P011 CABINET ABOVE P015 5'CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET B002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER, TILE WALL 15006 KNEE SPACE 4" 32 aU , 5" 56 6" 90 �^ 135 r 190 g" 260' 10" 340 12" 560 14" 835 16" 1400 FJ SCALE'_: ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: rr f s� LLJ um 3� ry \ Ljaa� (A = ■�raa,'. La 0 V Liu X u O J m ` EZb tn N U ♦ Yawl Rlc;;HT L "N PERMIT/CONSTRUCTION nR,Au(/lmC Al1111111111111112 t` N ■ Fool CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK VENT W/ SCREEN 6 PLP LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE 1-000 1'-6" WALL PODS MIRRORED 1*010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES 1-012 22" X 36" ATTIC ACCESS W/ LIGHT A SWITCH P013 1 1/2" X S" WD. RAILING d 2" PICKET m 5" O.C. P014 GI-5BLK (I HP -FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 60_IN. VENT ® GARAGE DOOR 6 FLRLEvEL P011 CABINET ABOVE P018 8' CEILING POTS TEI-IPER GLASS B001 RECESS MEDICINE CABINET B002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ CER TILE WALL 15006 KNEE SPACE BOOT BANG OF DRAWER BELOW K.001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFF'.IGERATOR K004 DOUBLE WALL OVEN K005 COOT: TOP K00Fi DISHWASHER E001 ELECTRICAL PANEL E002 ELEC'.TRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, PLR. LEVEL.. E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E000 AIR HANDLER UNIT S001 513d'G WALL WD. STUDS 9 12" O.C. S002 E3RN'G WALL WE). STUDS 6 16" Or-, I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE__PER ENERGY CALC6, 2. PROVIDE 120 SQ.IN, OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL, S. DRYER MUST VENT TO OUTSIDE- 4- SET 140TUTATER HEATER AT F1t,1 FLR. LEVEL 5. ALL MECHANICAL FANG MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE- 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER S. ALL BATHROOM FIXTURE OUTLETS TO BE W" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" APP. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF,B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE65 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE TI-IAN .4.4" OFF THE FLOOR. 4REA CALCULATION LIVING AREA A/C 1041 EQ. FT. I ST FLOOR 1093 SCE. FT. 2 ND FLOOR 154 &C2. FT. GARAtsE 254 Sc7. F1'. COVERED ENTRY <oI 6n.FT. COa. RED PATIO g®r Ste. F r. ____ .................. ._.. TOTAL AREA .. ;?a'.L? 56,t 1=4. 0 Equipment 5che ule Unit # _- 5EEI i � 5FF7" Make L 1wv1c T 5 3 R Cond, Unit Mod.# /e/ /,4�— 0 A/H Unit Mod.# �qm — " Heater Mod.# � e'V-09(f6 Total Cooling 'S 5en5lble co ng 6- 6 i Latent GIlinq/ / q 2 N E:> F= L c--,71CLAN G,4L- IR- i e, -'r, L E003) r RO=15'X 63" 2-25514 EGRESS L ,/- N 1 /4- '' = V -, ,fi n d A-EVAI •" .� CASTLEPlNE TOVVNHOMES 1. GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE NTH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 12 VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NS OR INCONSISTENCIES. 1.3, DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. 1.5, COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL. BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9, NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2 DE51GN 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 TESfi , 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 OUR-O-WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW, BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. '4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.8.'GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4,9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 - EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5 CONCRETE AND REINFORCNG 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" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED: 5.13, WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0" 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED 1N ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD NG 133 SOTS 133, 134, 135, 136, 137) 1 78 STRUCTURAL GENERAL NOTES 6 PRE ABRICATED W000 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 AD SHALL ALSO BE IN DICATED. COEFFICIENTGROSS AND NET WIND LOADS ENCLOSURE TYPE. R ORE L Y PLATE CONNECTORS MANUFAC TURED BY A LUMBER CONNEC TED 6 L E 6.2. PREFABRICATED FROM DIMENSION W60D TRUSSES SHALL BE MEMBER FIRM OF TPI, 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY, Q 7.1, WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS, FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.3, WALL SHEATHING SHALL BE 1/2" PLYWOOD PANELS, STRUCTURAL I, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 10d NAILS AT 4" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS, 7A 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 SHEI_TS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.5, STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7, WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7A, WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9, ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: 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 i POST & MULLIONS: 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER N0. 1 MISCELLANEOUS LUMBER BLOCKING, FURRING, ETC. NO, 3 7,10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES 416 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%. 7.11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC„ UNLESS SPECIFICALLY NOTED OR DETAILED. 7.12. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, 7.13. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. 7.14. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. 7.15. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 7.16. CROSS BRIDGING SHALL BE PROVIDED AT 10'-0" O,C, MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8R" IN DEPTH, USE 2X3 OR AN APPROVED METAL TYPE BRIDGING, 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS —JOIST MACMILLEN OR ACCEPTED SUBSTITUTE, USE TREATED WOOD AT EXTERIOR CONDITIONS, STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES. E= 2,000,000 PSI G= 125,000 PSI Fb= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv= 290 PSI Crp= 1.85 7.18, ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS —GRADE LUMBER AND ITS FASTENINGS". 7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL THE EMBER. IFI E M PRIOR TO THE MODIFICATION OF C 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS 1'D SIDES OF STUDS-8" DEPTH OR 1_ESS___—__3-16d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS ------ 4-16d JOISTS OR RAFTERS AT ALL BEARING —TOE NAILS EACH SIDE_____3-8d STUDS TO BEARING— TOE NAILS EACH 'SIDE -------- ------__2-8d BLOCKING BETWEEN JOISTS OR RAFTERS. TO JOISTS OR RAFTERS —TOE NAILS EACH SIDE, EACH END ----- 2-10d TO JOISTS OR RAFTERS BEARINGS —TOE NAILS EACH SIDE_—_.2-10d BLOCKING BETWEEN STUDS EACH END -TOE NAILS _----- 9-10d END NAILS _____—___—_--__—------------------2-16d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER _.._------- 2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") —i6d @ 24" O.C. RIBBON TO STUDS i" x RIBBON ------------- ------------ -- 2-8d 2" x RIBBON __—_—_—�—-----------2—t6d DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD-----______----__.--16d B 16" O.C. SPLICE (4'-0" MIN,) EACH SIDE OF BUTT IN TOP PLATE__—_6-16d UPPER TO LOWER PLATE AT INTERSECTIONS ---- —--- ---3-16d JOIST TO BRG., TO NAIL ----------- _---- — ----- — ------ 2-16d BRIDGING TO JOIST, TOE NAIL EACH END _---_—--- ---2-16d STUD TO SOLE PLATE, TOE DOUBLE STUDS, FACE NAIL _�____—_—_--------- —16d M 24" O.C. DOUBLE TOP PLATES, FACE NAIL------- ______16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL __J—____--_2-16d JOIST, LAP OVER PARTITIONS, FACE NAIL. __—___.------ —16d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL .----------- —8d 8 MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL BE HILTI "KW1K—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.2. EPDXY ANCHORS SHALL BE HILT] "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, SNT DESCRIPTION C-I COVER A-1 FOUNDATION PLAN A-U MODEL 'E' FOUNDATION PLAN -LEFT A-12 MODEL 'C' FOUNDATION PLAN A-LS MODEL 'D' FOUNDATION PLAN A-1A MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-V MODEL 'E' FLOOR PLAN -LEFT A-22 MODEL 'C' FLOOR PLAN A-23 MODEL 'D' FLOOR PLAN A-2.4 MODEL 'E' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3A EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'E' TRUSS PLAN -LEFT A-42 MODEL 'C' TRU66 PLAN A-43 MODEL 'D' TRUSS PLAN A-44 MODEL 'E' TRUSS PLAN -RIGHT A-$ . DETAILS AND SECTIONS A-6 DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-IJ MODEL 'V ELECTRICAL PLAN -LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-14 MODEL 'E' ELECTRICAL PLAN -RIGHT THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THL FLORIDA BUILDING CODE, ST. LUCIE COUNTY FIRE DISTRICT REVIEWED FOR COMPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED RE IONS"+ ET REVIEWED BY: DATE: ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANIG REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 0 Lu I n o n m M c Z O J c0 of � W 0 O < www.GLEAssociates.com AA0002369 R. QUINNTURNER-.. Drawing Not Valid Unless Signed; Sealed & Dated By Registered Professfonal co Lu 6 E" Lu on 0 QD 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 mmmm C,A5TL.EPINE5 TOUPubPOME5 JOB N0. -00 I S S U E D A TE: 07/28/03 DRAWN BY: RNF CHECKED BY: OT S H E E T T I T L E COVER SHEET N0. y BEAMS SCHEDULE NO 812E TOP MIp BM IAMAWS LER'CsTN D L@p LC+AP LOAt2 tA.AD T51 & x 1N' I.5 I.5 g BEE TYP. WALL 890TION v x w 1-6 u•� BOn.. . e'•4• NF i'-6' NS00^ 1950• zS87• ®u•BLaac m' x W' 1.5 1-5 TOP code. LNtal Bprr. 6'-6 SOO• 1$69• 92604 1900. caw-LRRSLLem Born. l'•6• I"V 288i! /,r� \Tl VX16' 1.5 I+5 V•BLptiC TOM \\// wNc. 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I b tp '� !q; - a _Y - i ,i + rQ 1^\ ( I — 6 I -_raJ T I I iCF! l •.•' - 1 ` �V R ra I ',P; �) a Ira Y-0' I r " g 2!'-0' a ffi-0' e; rr r- c r-r s r•' r r - 5'-tr Y_ g y- a e 2r-0` 2r-Y Y°• 7T-4' tt'-0' tp'_ff tY-g' 32 ff I IODEL E I ICDELC, 4(C f ,1�/✓ _ A�1 I i�s)!�✓ ,.. I�+�d✓ !� A i I Id./� L E A-1 A-i 'ems A THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FiELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. com tL QUINN TUR44ER Crowing Not Volld Unless Skgned, Sealed & Dated By Registn-red Professional LU cl Lu ro� s f, IT— gc 1, - mg°t' ,. LL py she: Lu z� 'v"t -4 Z 2 g �i1 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE 772.468.4703 FAX: 772.468, 4603 NO. REVISIONS DATE 5UILDING 133 L LOP t'3 f L 6O1' LU r=EL LOP IN LOr 131 Mom E LOT lib CASTLEF°INE 5 TOWNNOM 6 J O B N O. 1 COLUMN SCHEDULE S" X 15" GONG, BLK FILLED CELL W/ 2 * 5 BAR TIED TO TIED SEAM AND FOOTING:. • e 8' X 12° CONC. COL. W/ 4 * 5 VERT. AND * 3 TIED w 12' O.C. 3 1/2° X 3 Ill" X 114' S7L. COL. ® 4' X 4' X 1/4' STL. COL. ^ 8' X 12' X 12" GONG. COL. U)/ 5* 5 VERT, AND * 3 TIES w 12' O.C, ® s * 8' X 15' CONIC. COL. W/ 4* 5 VERT. AND * 3 TIED 6 12' OZ. ' 8' X 12' X 12' CONIC. COL. W/ 5* 5 VERT, AND * 3 TIES tv 12' O.C. ® r•. ,� L� 8' X 12' CONC. BLK. FILLED CELL W/ 2 * 7 BAR TIED TO TIED SEAM AND FOOTINGS, O ❑ ❑ 8" XN15° CONIC, ELK, FILLED DELL W/ 1 5 BAR TIED TO TIED BEAM AND FOOTING o 4'-0" Q.G, MAX, 1 O -I- a o 8" 15" CONIC. EFILLED CELL 2 W/ 3 * 5 BAR TIED TO TIED BEAM AND FOOTING, FOOTING SCHEDULE it 1 15° XIS' THICKENED EDGE GONG. FTG, 8" X 8" THICKENED EDGE CONCRETE FTC,, W1 I * 5 CONT. u X 3" X 12' CONCRETE }°'AD W/ 4" 5 EACH EACH WAY 8" X 8" CONCRETE FTG. W/ 1 * 5 CONT, W X 5 THICKENED EDGE CONIC. FTG. W/1 3 * 5 CONT. 0 12" X 20' CONC. FTG.W/ 3 * 5 CONT. AND 1 * 5 TRANSVERSE 0 45' O.C, (� \ 12° X GONG. FTC. W/ 2 * 5 CONT. 15" MIN. BELOW GRADE 42' X 42° GONG. FTC, W/ 4 * 5 EACH WAY 2X WOOD STUD BEARINGS WALL f I5' O.C, 0 r- d' A O p sn 20"" V @BEARI'NG WALL FTG. @ GAR. DROP DETAIL 'h' CONNECT TO EXIST. SEWER LATERAL FLU115ING fRI&EfR UNIT 1I II 15'-0" 1'-4" V-4n 13'-8" 2'-3" 9'-10" 2'-3" r 1 r. - ■■ I ■ -____ _____ _J `I� o r I I �' N I 4,-2„ of I Q 1/2 -0" 12'-4" o M mini ■■ I _- I I ai I SLAB SHALL BE A MIN. 4' THICK o WITH F15ER MESH INTEGRAL OR I REINFORCED WITH W X W X �v I ■ I 10/10 WELDED WIRE MESH, o I I I CENTERED IN CONCRETE :a N DDOUSLED 30' BEYOND BACK so ( OF I I FOOTINGS TO BE PLACED OVER I WELL COMPACTED CLEAN FILL I TO MIN. S5% PROCTOR DENSITYTEST ■ I AND WITH VAPOR I I BARRIER I POISON SOIL UNDER 5LA5 FOR Ai TERMITES 5EFORE PLACING 4 I MIL VAPOR 5ARRIER. fi FINISHED FLOOR ELEVATION TO o 5E W MINIMUM ABOVE TOP N ■ I CROUN OF ROAD, SOIL SEARING CAPACITY FOR THIS STRUCTURE (�) 0 I I TO 5E 2,500 P.S.F. MINIMUM, /Ij I F I I o ■ L-------1 K I `� ■ ■ ■ ■ I to I 1, 6„ 3,^2n 8" 1 17'-0" M 3 2" J 5 4n I M v2 ! O On I I k� I 01 ON so 1,17" FINISHED FLOOR ELEVATION TO BE IS' MINIMUM ° I f / ABOVE TOP CROWN OF ROAD a { I 9" 10'-0" ( 9" u' I o I r —, ■ I K -fit I I �GL_---� - ---- --I I R I o i I I CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS ° D OPENINGS W/ MANUR _ I I ■ I I I ■ I I 1 i r 4 I ■ 1 I� � _ I I ■ II � I L _ _} L.—______ 4'-6" 1 5'-4" 1 2'-6" 1 1' 17'-4" 32'-0" h'iCLD E L E I -0" I• 1� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT UAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES' q � uu 4 O c4 06 z LO LY o r o N CD W J C X o a < 0 N www.GLEAssocicites.com AA0002369 �( e J I L- 2 9 2003 ii, QUIAN TURNER _ Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional co LU ' j Um _ :pp a� 0 Lu ' s 9 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS D,AT' BUILDING 133 v 0.011 oil C,45TLEFINE5 TOILUNI401'1ES COLUMN SCHEDULE 1 6' X 16' CONIC. BLK FILLED CELL W/ 2 0 5 BAR TIED TO TIED BEAM AND FOOTING. 8' X 12' CONC. COL. WI 4 0 5 VERT. AND 0 3 TIED 12' O.C. 3 1/2° X 3 I/2X 1I4' STL. COL. (4 ) 4' X 4' X 1/4' STL COL. ®• Y 6' X 12' X 12' CONIC. COL. W/ 60 5 VERT, AND ' 3 TIES 0 12' O,G. e 8' X I6' CONC. COL. W/ 40 S VERT, AND R 3 TIED 0 12' O,C, Y U 8' X 0 X 12' CONC. COL. W/ 6w 5 VERT. AND " 3 TIES ®12' OG. O 8' X 12' CONC. BLK FILLED CELL W/ 2 r 1 BAR TIED TO TIED BEAM AND FOOTING. �� ❑ 8' X16' CONIC. SILK.FILLED CELL ° W/ 1 5 BAR TIED TO TIED BEAM AND FOOTING 6 4'-C' O,C. MAX. a o 8' X IS' CONC BLK FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE X ITHICKENED EDGE CONIC. FTC. W/ 5 Wi z 0 5 CONT. IF X 8' THICKENED EDGE CONCRETE FTC. W/ I ° 5 CONT. 36' X 36' X 12' CONCRETE PAID W/ 4" 5 EACH WAY 8' X 8' CONCRETE FTC. W/ 1 0 $ CONT. W 1 X 5 THICKENED EDGE CONC. FTC. W/ 3 + 5 CONT. �-\ / G \ 12' X 20' CONC. FTG, W/ 3 0 5 CONT, AND 1 0 5 TRANSVERSE is 48' O.C, FIt 12" X 24' CONIC. FTC. W/ 2 a 5 CONT. I6' MIN.. BELOW GRADE 1 �.--•— 7 42' X 42' CONC. FTG. W/ 4 " 5 EACH WAY 2X W0017 STUD BEARING WALL " 10 BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO I SIZE TOP MID SOT REMARKS LEhMsTH LOAD 6S tLLB® LtlAD FI6 D LO� TBI 8' x %I I •5 1 •5 SEE TTT-. WALL SECTION UDoufts -aL G (D a° x a' I •5 I•ATL a a'-+' PIS. moo* 15600 2W-I# a' X 16, 1• It I •5 U-0-acm Top 1565e 32600 CON - LINTEL Ill V-6' 0000 ® 6' X I6' 1 •5 I Y g U41t 0= TOP ccwe.I-Nm 86" T.O.1550 1500• e 2881 e 51 x let- 1 • 5 I • 5 TOP COW— LK CONIC. LINTEL EOTT. 4'-6' 1500• 18600 4$15° a" x 16' I.e. 1-5 U-B TOPCONIC. LINTEL noTT. 6'-6' 15000 15650 32600 �.j 5' X I6• 1 Y S 115 W960m TOP CONC. LINTEL 801T. IT-4' 9000 3S10 Silo j S' x ta' 1.5 05 U-BLOCK TOP CCN'—LINTEL EOTr. IV-6' 5000 11220 21140 000" U-BL.06X ® 8' X 9a' I •6 1 • 5 1 • 5 COW- LINTEL 100T'I'. 5000 15650 3260° OCUBLE U-BLOCK ® 5' X 40' 1 •5 1 •5 1 •5 W_ C� LINK MID COLINTEL EOTT. 1'-6' 15000 15500 2S810 DOLIl U-BLOCK I® a° x 35 1.5 1015 t • 5 CON- LINTEL Sorr. IT-4' 11000 NR I p.000 IS Ve 12- or_ I. LINTELS TO ESE CAST-CIFRETE HIGH-STFMNGTH pl;il 4 FW-STRESSED U LINTELS CONNECT TO EXIST, SEWER LATERAL BR�Y. U-BLOCK PRECAST CONC LINTEL BEAM T E5 q)TI-RU a DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES +q�Al DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES 10 311I VT siltVT II2') z LV 2- VT LV Itl co I I WC I LV CO 6 „CHI TUB I WC 3 . I SK. 2. 1113- VT ri -UB TOP OF SM- + II-4' I II ( 1 J II O II X 24' CONC. T$. W/ 2 e 5 TOP 6 2 " 5 MID. 1 I o (2' TOP OF SM. I II I 1 O I I II M I I M UJOOD TIRUSSE 24"DSL 2 H SFPAGINCri E5Y t PUSS GO. IN S lE 1146" D61- 2X8 LE R AN 1RED TO MAS. WALL IN CONC. FILL130 CELLS WITH 5/8' RED HEADS —� �- WEDGE BOLT AT 12' O , STAGGER TOP AND SOT, —� 1 I I _ _ _ _ _W_S586PJ, MIN, iMLSD . 2 3/4' INTO MASONARY I I � I I I i t I I I I la 1 1 ■ II \ � 1 I I I------ - L \\ I I Irt-------- II II I I � II L D A-1 1 1I i I i=zcE51y, ssf=e -w 24" O.c. TRU S GO. -4"1 2'-6" 8'X24'CONC. TSW/205TOP 4205MID, ql 20515OTT. t 03 V5.5®12. 0.C. I TOP OF SM. 1�) I 20'-0" 2 ND FLOOR FRAMINGz PLAN 0644e[, 1/4 1' . 6J• T 6U —U 13'-0" 13'm0" -3 4" I% 1- L---J Q`''� J I I « I I I 4'-2- 11 6'-2" 2'-4" 3'-4" 6'-2" 3'-2" —L I I f ■ ■a � '6D CL J N ■ I I I I I I 1 1 1 i l l 11 1 16 ■ i I 1 I---------------- --1 I I I I SLAB SHALL ISE WITH FIBER ME&4 A MIN, 4' THICK INTEGRAL OR 1 I ( REINFORCED 11111 ( 10/10 WELDED W I CENTERED IN CONCRETE H 6' X 6° X RE MESH, I i I I I :' DP UBED 30' YOND BACK I I I 1 U FOOTINGS TO B PLACED OVER °' I I I 1 �- 1 WELL COMPACTED ( TO MIN. 95,v PROCTOR CLEAN FILL DENSITY I I I I I I 1 I TEST AND WITH I BARRIER. POISON SOIL UNDER I TERMITES SEFO 1 MIL VAPOR MA lC1 FINISHED FLOOR I BE IS' MINIMUM CROUAI OF ROAM. FoR 1 TO BE 2X00 P ! I 1,i 7" I s" 3,-2" VAPOR SLAB FOR 2 PLACING 4 IER ELEVATION TO \ \ vE TOp \ SOIL BEARINGCAPACITY .F.IMINIMUMCTURE �94 \ \\ O \\ \ I \ II ♦■ I rv. 45-kl[ I —+ " I I I i I ■ { I I d I I I —1- IKI I I I I I 1� v ■ 1 5, EL Y — —I I fi 0'_m" i I — i I 1 I FINISHED FLOOR ELEVATION TO BE IS' MINIMUM ABOVE TOP GROIN OF ROAD I 1 i� ■ ■ ■ N � �I � I I too — I I 1 1 I rr Al I I CONTRACTORS SHALL VERIFY 2 . I ALL DOORS 4 WINDOWS � 1 I 21 I I Ti I I t OPENINGS W/ MANUF, `r d I —J� II :P-jj N 4 17 1 i I I r '-8" 16'-0" I 2'-0" ! I 4 Ij0,1 I -0" 20'-4„ L_ J 1 --1 6 1 2 26'-0" -0" -0" `1G�G E L C A - 1 THESE NS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 J n =) mb-o co M '0 V� Qo� W Z w z o 0 www, GLEAssociotes. com R. QUINN TURNER Drawing Not Valid Unless Signed, Seated & Dated By Registered Professional co �a x a. 61a 1-0 4� ' UN 0M F . �'ti_q Plat in lot z e o- @pp j Y 4 �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 5UILDING 133 C45TLEPINES TOU)NH01°'IE5 J 0 B N 0. 03750-00105 ISSUE DATE: 07/28/03 DRAWN BY: RN1= C H E C K E D B Y: CT S H E E T 1 ! L E FOUND AT C) PLAN SHEET IN 0, m COLUMN SCHEDULE //-��� I / l--/ S' X 16' CONIC, BLK. FILLED CELL W! 2 s 5 BAR TIED TO TIED BEAM AND FOOTINGS C ° ° ° ® V X 12' CONC. COL. W/ 4 p 5 VERT. AND s 3 TIED 0 12' O.C. Oa 3 I/2' X 3 I!2" X 1/4" STL, COL. M4' X 4' X 1/4' STL, COL. S' X 12' X 12' CONC, COL. Ul/ 60 5 VERT. AND a 3 TIES 0 12' O.C. �r V S' X 16' CONC. COL. W/ 40 5 VERT, AND " 3 TiED * I2' O.C. 7 ` • 8' X 12' X 12' CONC. COL, W/ 6s 5 VERT. AND 6 3 TiES a 12' O.G. ® S' X 12' CONC. BLK. FILLED CELL W/ 2 p'1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ S' X16' CONIC. BLK. TIED CELL W6 ! I 5 BAR TIED TO TIED BEAM AND FOOTING 0 4'-0' O.C. MAX. 1 Q a ° S' X 16' GONC, BLK FILLED CELL 12 • 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE A 16' X iS' THICKENED EDGE CONIC. FTG, W/ 2 05 CONT. S' X. 8' THICKENED EDGE CONCRETE FTG. W/ 1 s 5 CONT. O��I u 36' X 36° X 12' CONCRETE PAD W/ 40 5 EACH WAY S' X S' CONCRETE FTG. W/ 1 " 5 CONT. / r X 5 THICKENED EDGE CONIC. FTG. W/ 5 W/ 3 " CONT. O 12' X 20' CONC. FTG, W/ 3 p 5 CONT. AND 1 M 5 TRANSVERSE m 48' O.G. r-� u it X N4° CONIC. FTG. W! a » 5 Oolvr, i&,' MIN. BELOW GRADE 42' X 42' CONIC, FTG. W/ 4 p 5 EACH WAY 2X WOOD STUD 13EARIW3 WALL e 16' 0.C. ° \7—. " am° 10 BEARING WALL FTG, @ GAR. DROP DETAIL 8 BEAMS SCHEDULE NO SIZE TOP MID 910T LENCaTH E� TBI s' x 16' 1 a B 1 •9 9 dtslc See TTP. WALL SEGTM i� v x p• iBOt'^ 1550" 2DB10 p'k16• Ie9 I•p 11'pl'OCX iCP ° GONG LMT6L port 6.6' E09" 1565 3260" 3 s` % 6' •9 •5 Y.Pa PJ ar ccwc. LIXP9L poTr. T-6' 1500° 1500• 28611 p° k Ib' 1 • B • WG'LOC!'. TOP I p C.QJG. L°RBL COtT. q'.6' 150D• 1860° 4615• ® vXw- I•6 1o6 U-CI CYq" � L1NM soil. 6'-6' Saw 156" 32601 Fpj s° x Ip' I .6 1-6 �. 1'I'-4' 900• 38'(• 91f° I w x ]w I's 1.9 Il-OLQX TOP OONO. Ln4191. W". 10'-6 500° 1122' 2114- ooupLe u•BLOc1c ® p' k 38' 1-0 1-5 I . 4 COt� LINtYL BOTt. 6'-6' Deco 15650 s260° O p'X 4V 1.9 1.6 I.9 Deal" OCa CCNG. P1.1r`MID LONG LIHtSL 60Ti. 9'-6' 15000 1550* 7DDr vaJ9LE u•d.0ac 1 8` X 8p 1 • B 1 • B 1-5 CONO LBRPA 00TT. IT-4' 1100° NR l y00• 19Y®G'OG L LNTELS TO BE CAST-CRETc HIGH-STR 4TH PRECAST 4 1°RE4TRESSED U LINTELS B. HU-BLOCK PRECAST CONC LINTEL BEAM T ES ®TPFW BRG. NDOUBLE U-BLOCK PRECAST FILLED CONC, LINTEL BEAM TYPES Q 6'4' DOUBLE U-BLOCK A PRECAST FILLED CONC. LINTEL BEAM TYPES 10 CONNECT TO EXIST. SELLER LATERAL PLUMBING RISER UNIT HID 26'-0" GIRDER C1 TOP OF BM. + 20'-S' —TOP OF 5M. + a'-4' uu �4J I I II II II II II CCNC, II LINTEL BOTT. 0 8'-O I II I I BRN'G WALL BELOW I ■ ICI H —, � I —_'-r I I I I 1 I. I I I DBL 2 IN LEDGER ANCHORED TO MAS. WALL FILLED CELLS WITH Do RED HEADS I I BOLTS AT 12' OC, STAGGER TOP AND OOT. EMBD ° 2-3/4' INTO MASON,4RY I ■ I ,MIN. I I N BRN'G WALL BELOW 1 I _ _ _ _J ■ --ham-I E _ 1 --I I I I I LL 4'-5" 2'-5" 2'-10" GIRDER II II ,I II I I I I \\\ I I ■ � II I IVRDER I I I I I �— GIRDER I Li II --- U)OOD TRUSSES ID 24" O.G. M,47c SF'AGINCz SY TRUSS GO. I I II II IHI I I H � I I II I I I I �4' II I I L II � II I II //i II II �( II II II II II 2 NC:) F:L.00R PMAMINC% F`eL-AN D ft. ,a • ° V _ ®• 13'-0" 4 3'-3" -t 400 N 1/ I —2' 8'42'-2" ..00M■I■ �I i 1 I -i-•---------._ ---L I- I� � I i f — ( I SLAB SHALL BE A MIN, 4' THICK i i I WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X ii N I I 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE \ \ — I DOUBLED 30'BEYOND BACK \ ♦ a i I I OF FTG:00 I I FOOTINGS TO BE PLACED OVER 1 I WELL COMPACTED CLEAN FILL x I I TO MIN, S51% PROCTOR DENSITY I I TEST AND WITH VAPOR I i BARRIER. POISON SOIL UNDER SLAB FOR I I TERMITES BEFORE PLACING 4 I I ° 1 I MIL VAPOR BARRIER. o I I FINISHED FLOOR ELEVATION TO I I BE IS'MINIMUM ABOVE TOP CROUAN OF ROAD, SOIL BEARING i I— i CAPACITY FOR THIS STRUCTURE I w { i TO BE 1,500 P•SF. MINIMUM. I y ' ALL COLUMNS TO BE II ( M I I 0 EXCEPT WHERE NOTED I I I I I I I I 15' 0" ( 2„ ♦� I � �I I � *s' i I ■ I v I I I L--_j I I I I �2 i I i 12'-8" 2'-4' I I 0I _ oil 1 I EV. +slil , I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM i I ABOVE TOP CROWN OF ROAD _ I I �- - Ii II II II L CONTRACTORS SHALL VERIFY I I ALL DOORS 4 WINDOWS --I ( OPENING$ W/ MANUR 1 I - I I I ( r— r I I I I C� —0" c A--1 I / 11 M N lGl � J a 26'-0" 4 1'l 0 ED E L ID e 9„ I i I I I 1 MR 1EIPLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS JIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO PLY WITH ALL APPLICABLE CODES.' www.C,LEAssociates.com AA0002369 r ,16-1x- 2- � 20(l3_-- �-: •fir= ft,_i� "QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CO UJ cl ma's' :sue +i 01) I 3 P 0 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468,4703 FAX: 772.468.4603 NO, REVISIONS DATE BUIL-®ING 133 101,01010 MEN C45TL-EPINE5 TOLLINHOMEE5 I COLUMN SCHEDULE o 6' X 16' CONIC. BLK. FILLED CELL W/ 2 p 5 BAR TIED TO TIED BEAM AND FOOTING. 8' x 121 GONG. COL. W/ 4 0 5 VERT. AND 3 TIED s 12° O.C. 3 I/2" X 3 1/2° X 1!4° STL. COL, 4' 7t 4' X 1/4' 5TL. COL, 8' X 12'>< 12° GONG, COL. W/ 6" 5 VERT. 0 AND 3 TIES im 12" O.C. ® o ® ® S' X 16' CONIC. COL. W/ 41* 5 VERT. AND 3 TIED a 12' O.C. 8' x 12* X CONIC, COL. W/ 60 5 VER7. 0 AND 3 TIES e 12' O.G. 8' X 12' CONC. BLK. FILLED CELL W/ 2 07 BAR TIED TO TIED SEAM AND FOOTING. O 8' X 16° GONG. T FILLED CELL W/ i * 5 BAR TIED 0 TIED BEAM AND FOOTING 0 4'-0' O,C. MAX. 8' X 16' CONIC, BLK FILLED CELL W/ 2 p 5 BAR TIED TO TIED BEAM AND FOOTING. — - o a FOOTING SCHEDULE 16" XIS° THICKENED EDGE CONC. FTC. W/ 2 p 5 CONT. / q — al x8"5 THICKENED DCsE CONCRETE FTG. WI#! 5 CONT. 36° X 36" X 12' CONCRETE PAD W/ 41' 5 EACH WAY 8° X 8° CONCRETE FTG. W/ I " 5 CONT. X 5 ONT, NEi7 EDGE CONIC. FTC. W/ 3 " 5 CONT. W1 \I-iJ � 12' X 2D° CONC. FTG, W! 3 ° 5 CONT. AND 1 p 5 TRANSVERSE a 48° O.C. �1 \\l.7✓J Et I2° x 24° GOOW FUJ/ z p 5 CONT. 16' MIN. BELOW CC�RApE 42' X 42' CONIC, FTCs, W/ 4 0 5 EACH WAY 2X WOOD STUD BEARING WALL o 16' O.C. t a e- �t 0 o a 20' 10 BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SEUJER LATERAL L2151 NRISER UNIT "Ell x S-3" 32'-0" 17'-0" V-4 15'-0" V-4 I ' — 1 — — — — — — I ■■w I I� I I cv ■ 1 SLAB SHALL BE A MIN, 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X 10/10 WELDED WIRE MESH, I CENTERED IN CONCRETE I DOUBLED 30' BEYOND BACK OF FTG. I FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN. 959a PROCTOR DENSITY I TEST AND WITH VAPOR I BARRIER POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER. FINISHED FLOOR ELEVATION TO BE IV MINIMUM ABOVE TOP I CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 P.S.F. MINIMUM. 17'-0" e I I O' Oil I — I I ICnFIN15HED FLOOR ELEVATION TO BE 18' MINIMUM\ I ABOVE TOP CROWN OF ROAD O � I 1 1 I 10'-0" 9" I 11'-10" C1 I --_.------ — — — — I I I I CONTRACTORS "SHALL VERIFY I I I ALL DOORS 4 WINDOWS I OPENINGS W/ MANUF. I I I I I I �Ci I I I I I I I --� I (T-� I I I I I i I r 4- __i N i OII cV I L -i ■ I I 1 Ig 2' 0. L T-0" V--8- 1 2`4" 1 5-4" l 4'-6" I 3'-4" 17'-4" 32'-0" Im OWN I ■ I N i i N w m I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. wvm GLEAssocictes, com J UL- g 20U:; R. QUINN. TURNER Drawing Not Valid Uniess Signed, Seated & Dated By Registered Professional 00 Liu ITZ Lu KOLTER SIGNATURE HOMES 216G NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772..468.4603 NO, REVISIONS DATE 5UILC)ING 133 CA6TLEF'INE5 TOWNPOME5 1 ffi KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK VENT W/ SCREEN a FLR. LEVEL POOR, 42' KNEE WALL P001 PLANT SHELF ABOVE P005 1'-6` WALL PODS MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 221 X 36' ATTIC ACCESS W/ LIGHT 4 S'WITC14 P013 1 1/2' X 5' WD. RAILING 4 2' PICKET o 51 O.C. P014 GLSBLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P015 5' CEILIN* POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ CER. TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE OINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KQi06 DiSHWAOHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR, LEVEL E005 POOL PUMP/EQUIPPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS ® 12' O..C. $002 BRN'G WALL WD. STUDS 0 16' O.C. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS, 2, OMITTED 3, DRYER MUST VENT TO OUTSIDE. 4, SET HOTUWATER HEATER AT FIN. FLR. LEvEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUT51DE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE, 7, HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S. 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 W1 BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOUJERHEADS, 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 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 112 Plo =1000 AREA CALCULATION "E" LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 3D SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ. FT. A-2.1 j SCALE: 1/4"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, -e cy J h � a COM Nn ad � - p ro d' W p 0 1-- o w zW� z J O x O 0- 0 M www.GLEAssociates. com AA0002369 JUL 2 �3-2Afi13 R. QLAUtV,TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional UJ .. ' CE rZ72 x �Y fi*�; Lu BMW CL W co KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772, 4 68. 4603 NO. REVISIONS DATI WILDING 133 OASTL PINS T OWMAOM 5 J 0 B N 0. 03750-00,105 I S S U E D A TE: 07/28/03 D R A WN B Y: RNF CH E CK E D B Y: QT SHEET TITLE ROOM O OM A S H E E T N 0. .✓1ru L4. ?� KEY NOTES POOI CLOSET W1 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 10005 60 SQ.IN. ELK. VENT W/ SCREEN ® FLR. LEVEL POO6 42' KNEE WALL POO'l PLANT SHELF ABOVE P208 1'-&' WALL P009 MIRRORED POIO PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS Ill/ LIGHT 4 SWITCH PV3 1 1/2' X S' WD, RAILING 4 2' PICKET A 5' O.C. P014 GLS.BLK. N HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P015 & CEILING P019 TEMPER GLASS E001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB $004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL BOO& KNEE SPACE BOOB BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER EO01 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP EOO1 CENTRAL VACUMN EOO& AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS w 12' O.G. 5002 BRN'G WALL WD. STUDS m 16' O.C. GENERAL NOTES I. ALL WINDOW5 AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALC5, 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. rr. ALL BATH ROOM FLOOR AND BASE SHALL BE IMF'ERVIOU5 MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. i. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO BE SD" AFF OR AS PER BUILDER SPECIFICATIONS- 9 PROVIDE RECEPTACAL FOR MICRO/HOOD FAN C 5" A.F.F. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL 5E HARD WIRE IiOv WI BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD6, URINALS AND 51NKS COMPLY WITH THE STANDARD PLUMBING CODE 1994 ED 12. EEGRE56 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.7 5Q.FT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. *2 No =1000 AREA CALCULATION "C" LIVING AREA A/C 1&03 50. FT. 15T FLOOR loop SQ, FT. 2ND FLOOR 683 SQ. FT, GARAGE 40ro SQ. FT, COVERED ENTRY 30 SQ. FT, COVERED PATIO 16 SQ, FT, TOTAL UNDER ROOF 2195 SQ. FT. 52 -D- 26 -0' Tt I DECK 1' 0" 1'-5" 6'-2" 2'-6" 6'-2" 1°-5" 3'- 2'-3" i 2&SH 69809CGD W/PAN 6080830 MOAN 269H 12'-0" 4" 13'-0" LIVING ROOM MASTER BRM VAULTED CLG VAULTED CL'G Q i IJUL -U995 TENANT WALL 9EPARATICN! i k W # I6 QU t6VAtdIB.'NbPIG41 WMd. Af1M b�.tlRWE Nd,Gf09 D-2 WT6 IL Itfdl9 � 9tAT�. N4 r@1411WTWm iil. WNJ. U � CL4plFI4 Mob 841 OWED z N r] i II 0 N 28W1 DINING R00 VAULTED CL'G - 102'-0" 14cs 'G 2'_ " 4" 5'--10" 4" n#v(c P013 I t4 � Fti�iy s SOFFIT • kS P01 v— I A/� 1 CPO BE T� 1, 5'- nk 1 oO M STER BATH '0 ' ° Im' cL'G/c.T. 9an--T I I g e Boos ro � ro ELEv. + '-11'r7 - 770— - 3'-5" -11" 4'-5 1'-71" 8" 0 5'-8" o P010 FG \ KOP C CHAE o i 0 KITCHEN VAULTED CL'G O 10'-0" REAKFAST AJLTED CL'G 'ozl 359H 359H i 4 2'-6" 4'-6" 5'-0" 4'-6" 3' 2" 1 6'_0„ 20'-0" 26'-0' 2 ND FLI-OR 1 , A A-2.2 j SCALE: 1 /4"-1"-0" LANS AND ALL PROPOSED WORK WECT TO ANY CORRECTIONS :0 BY FIELD INSPECTORS THAT NECESSARY IN ORDER To WITH ALL APPLICABLE CODES.'_ uu J 0O n O O GQ vim'- 0 N ao ad w o fl of w o o w n Q C x a a < 0 M www.GLEAssociates.com AA0002369 JUL 2 s R. QUINN TNRNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professtonol CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. I_UCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING 133 ISSUE DATE: 07/28/03 D R A WN B Y: RNF CHECKED BY: QT SHEET TITLE FLOOR PLAN S H E E T N 0. u fF*: r�. KEY NOTES POCI 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 50.IN, BLK, VENT W/ SCREEN a PLR. LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6' WALL PO09 MIRRORED P010 PANTRY W/ 5 SHELVES POII LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH PO13 1 1/2' X 8' WD. RAILING 4 2' PICKET a 5' O.C. P014 GLS,BLK. (I HRFIRE RATED WHERE REQUIRED) P011 CABINET ABOVE P016 6' CEILING PZ+IS TEMPER. GLASS E001 RECESS MEDICINE CABINET M002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER, TILE WALL EW& KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN 1<005 COOK TOP 1<006 DISHWASHER E001 ELECTRICAL PANEL £002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR, LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E005 AIR HANDLER UNIT 5001 BRNIG WALL WD. STUDS a 121 O.G. 6002 BRN'G WALL WD. STUDS a 16' O.C. GENERAL NOTES 1, ALL UUINDOLJ5 AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALC5. 2. OMITTED 3, DRYER MUST VENT TO OUTSIDE, 4, SET HOTLIATER HEATER AT FIN. FLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. I. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO BE 50' AFF OR A5 PER BUILDER SPECIFICATIONS, S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F,F, CENTER RANGE SPACE, 10- SMOKE DETECTORS SHALL BE HARD WIRE IIOV LU/ BATTERY BACK. UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINAL5 AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE 1994 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHE5 IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 5Q.FT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR, 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 1122 NO =1000 AREA CALCULATION "D" i LIVING AREA A/C 1841 5Q, FT. IST FLOOR IOg3 50, FT, 2ND FLOOR 754 SQ. FT, GARAGE 254 50, FT, COVERED ENTRY roI SQ. FT, COVERED PATIO 130 50, FT, TOTAL UNDER ROOF 2252 SQ. FT, A-2.3 j SCALE: 1/4 i;-1 '-0" t 26'-0" 2'-3" 8'-4" 5'-91, 6'-2" 2'-11" 1'- 0" 3' FIXED GLASS 2-246H EGRESSET- 0 I 2& _ 00 I 13'-0" UL -11905 TENANT WALL 9EPARATICN TENANTALL $ P RAT •k Ckffi Amrl c.so,auve n.a, caa4m ®-a;wra W, an 2 F4R INM NO 1AaTIIXdIS WALL Ca=tt o I WA ea. CTM A DO wAu, roR ca�urc oar 4NAa.Lc»u ao�e I 1'-6" 10'-6" N et co zt- 10 -4" LOFT 42' WALL SIC CL'G 4" -8" 11 -0° 2'-0" P00% o S 4„ DN � " 4' 8" 6 -8' 3' 4" I I 11/2 t Bmm BATH 2 9'4 cL'Csrc d Eil - 5' 4" 4" 3' BOb8 BF42° KNEE t}IALL_ v IS *,a BEDROOM #l2 LOFT/BRM ##3 S'4 CL'Cs 9'4 CL'G c° o I in 4" 12'-0" - d G GH x co IL I <r I 4'-7" 4'- 6" 8'-2 Smm2 4'-6" 3' 7" CID 346H EGRESS 34SH EGRESS 'v I 2 6" 26'-0" D A - m I 2 Nt: , PL.®OFR P'L.A.IV GU —V 13,4' 13'-0" 3' -6" 3'-3" 4'- 2' E00 E t2-25&4 r4 SS N I COVERED PATIO c S'4 CL'G �4 I h � i I � 2' 2" 8" 12'-0- sow &'D MASTER BRM S'4'FLAT CL'G CD E003 13'-0" in E004 in M SFN'G WALL LIVING ROOM _ °J 2-STORY CL'G \� 2'-4" 3'-6" 2'- ' N ms 16° — ( MOTT. TOP T SHELF a W-4' 4 II'-4' IPA 3 f 1 I N 6'-2" r N 13RN 31 WALL L 4'-, 4" 4'-2" ao 5' i0" 66 Ja 14'8" / \d ro - o MASTER BATHPC .6'4 CL'G/C.T. r` ' pool DI ING ROOM 2 STORY CL'G ' I6° T SHELF I Y (---BOTT. a SI-4' 4 q. TOP 11'-4' 6 42'-11" L452* 2" 4" '-8" 2'- " 'LINE of FL r'� �— POWD R14 F�l ca. "I `d- 9'4 eL'fs Up - 1 R 1 A6H N I 01 "' KO" o I KO" I o U1H 1 4'-6" " I I -8 9' 2„ =V. + 5 ;11/, 5-$ ITCHEN O o 308m L. `$ Ol-`G tU/ A A� K003 pU OCLOP002 P004 F 2' 0" 4" 6'-10" 4'-6" I 1 i'-0" 4„ TE o - ;n I P010- o I i 8T°�L I o BREAKFAST V4 C LG GARAGE a S' eL'c�✓ N N � 358H m 1'-10" 5'-5" P013 01 �-E001 I� 1UH r _+ 8' Pete 13'-0"gy0 ®H. DO� o I N 8" °-6 THESE PLANS AND ALL PROPOS D WOR 6'-6" ARE SUBJECT TO ANY CORRECT( DNS REQUIRED BY FIELD INSPECTOR THAT . MAY BE NECESSARY IN ORDER T COMPLY WITH ALL APPLICABLE CODES,> 5'-8" 10'-0" 2' 1C 3'-4" 94'-0" 2'-0" V-8" 26'-0" 168'-0" www. GLEAssociates, com JUL 2 9 2003 R. OUINN TURNER Drowfng Not Valid Unless Signed, Sealed &. Dated By Registered Professional .w UJ Lu W< zcn uj +, LIJ Lu 1v 4f 4, w uj T KOLTER SIGNATURE HOLIES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE I S S U E D A TE: 07/28/03 D R A W N 8 Y: RNE C H E C K E D B Y: OT S H E E T T I T L- E FLOOR SHEET N0. c"t KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.1N. 5LK VENT W/ SCREEN 0 FLR. LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P006 1'-6° WALL P00S MIRRORED P010 PANTRY W/5 SHELVES 1=011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 6 SWITCH P013 1 1/2' X 5' WD. RAILING & 2' PICKET ® 5' O.C. P014 GL8.5LK (I HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET A50VE POIS S' CEILING P019 TEMPER GLASS B001 RECESS MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN M005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE BOO-1 BANG OF DRAWER BELOW K00I DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND PAN 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 E006 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS m 12' O.G. 6002 5RN'G WALL WD. STUDS m 16' O.C. El GENERAL NOTES I. ALL WINDOWS AND SLIDING- DOOR GLA55 SHALL BE PER ENERGY CALC5. 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN, FLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUT5IDE. �. ALL BATH ROOM FLOOR AND BASE: SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE, 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5, ALL BATHROOM FIXTURE OUTLETS TO BE 50" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" A.F.F. CENTER RANGE SPACE. 0 SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, SHOWEERHEEAD5, URINALS AND SINKS COMPLY WITH THE 5TANDAR PLUMBING CODE ISS4 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQ.FT, IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. 13, OMITTED 14, LUMBER AND GRADE SHALL BE S.P.F. *2 fl0 =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 IS05 SQ. FT. A-1.4 j SCALE: 1/4"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT .1 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES 0 �r o � a cV N �W Q� O H O 0 a N ¢ C x z o a� 0 www.GLEAssociates.com AA0002369 ( I JUL 2 9 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional i Lu Cn Lu 00 to w; cn Z in mJ 0 CL CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468, 4703 FAX: 772.468.4603 NO, REVISIONS DAT mMPIPI&M-1 CASTLEPINES TOWNHOMES J 0 B N0. 03750-00105 I S S U E D A T E: 07/28/03 D R A WN B Y: RNF CH E C K E D B Y: OT S H E E T T I T L E FLOOR PLAN S H E E T N 0. MODEL E MODEL E MODEL D MOREL C MODEL D MOREL C f;;,'1c:�=- +-4T 51 'E' SCALE: Mom W TLLl leoas APPO'm tl sF7 m MODEL C MODEL D 'ANT SCALES ------------ u R El 11 0 El nm �■■101 r -Vim ,+ LmEF7 SI SCALE. MODEL C L_ E 0'' B --------------- ' ' E L E \/",4 7-1 C)N n t11 0 �e T mm THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES www. GLEAssociates. Com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional DLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 712.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING 133 ffimmomm CA TLEI=INES TOWN140MES J 0 B N O. 375 `0 I S S U E D A TE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE EXTERIOR ELEVATION SHEET D!0. Am3 n CONNECTION DETAIL TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F, AUUM TOP OF WALL @ 13'-6 3/4' A,F,F, NORM TOP OF WALL @ 20'-8' A.F.F. L� FLAT CEILING @ 10'-0' A.F.F. 2.5/12 CATHEDRAL CEILING NOTE: NOTE « I. 'NuoHes' WWVO W/ADee eA SIDE ,'Wee F44AK.SAT8 ,ejS WXV 3/4' MISTNIW-BOLTS 04)BI OIL .. M4 PASTEN SIDE PLATE WXD 3/4' M TNFW-BOLTS NOTE «2. 'SEMCO, S NOTE, TYPICAL STRAP ANCVIOR TO MASONRY (MO) SEMOO TAPR2N, rl VL. e$Mee EA STRAP ALL HANGERS LUS26 U.O.N. 1 T— I_ �.®v T`C r- T"C,�t I _ I I ICI C. L—I'`e1 0C.4LE. I/E!, „ ® 11 - m,. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN CROUP TYPICAL UPLIFT SEMCO MODEL N0. OF 10d NAILS REMARKS A 450 TAPR216 4 e $50 TAPR216 4 C 800 1 TAPR216 5 D 11D0 I TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 6 NAILS EA. G 350 RTPGA816 4 2 STRAPS W/ 8 14AILS EA. H 620 TAPR216 4 1 2840 TAPR216 10 2 STRAPS W 10 NAILS EA. 1 350 TAPR216 4 K 1500 TAPR216 10 L 870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W 14 NAILS EA. 0 1440 TAPR218 10 0 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: ImpartoExpomm 'ce Fnatoro(egoriry'--D--'- Basic Wlnd Speed (V; -125 mp Mean Roof Hai t h .48 it 7p nclosed End ownerBUD N1s dt-t a )4sit Rod Angle (0) - 23 deg Internal Pre$. Cock GC I I - 0.18 Design Output: ComPonen ro$sores of ftmre EReal Wind Area S FT. Interore (Zone 1 + n one (Zone 2) t corner o (Zone 3 + er n or e n one (Zone 4 (Zane 5 + + 10 0 so - - - — — — — — 20C 5DO 1000 C0 Q #5 BAR T&B ti 0 rg #3 @ 12" O.C. THRU-OUT < z PRECAST LINTEL N 0- CONC. FILL SOLID TO BOND BM COMPOSITE BEAM FOR JOIST TOP @ 11'-4' 2X8 LEDGER FLOOR TRUSS BTN. It 9'-4' L FLOOR TRUSS S' HLpCK AND LEDGER BEARING WALL WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F.F. ■ ■ ■ ■ ■ . TOP OF WALL @ 10'-0' A.F,F, �nL �L HIP� S2C10FS S THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. n tY j h o a �Z co mmi eD 0 HJ w v z z J O x.. z 0 a- rJ M www.GLEAssociotes.com JUL-124-2003 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Doted By Registered Professional LU SI C1Uj Uj eg CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATl y � ��illrli�`I���O ffrjK771111 m ^mo, CA6TLEPINE6 TOLUNHOME6 ISSUE DATE: 07/28/03 DRAWN 8Y: RNF CHECKED BY: OT S H E E T T I T L E RUCH AN 0G,4L_ 9E - -K L AN S H E E T N O. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS ✓� 450 TAPR216 4 550 TAPR216 4 C Soo TAPR216 5 Op 1100 TAPR216 9 7 1339 TAPR216 10 O 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 O 2840 TAPR216 10 2 STRAPS W/- 10 NAILS EA. J� 350 TAPR216 4 ( 1500 TAPR216 10 L S70 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 ( 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure a egory =D Importance Factor ( I =1.00 Basic Wind Speed ( V =125 mp Mean Roof Height h =18 ft uilding Type = nc ose End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + Corner Zo (Zone 3 + elnterior Zoe (Zone 4 + End Zone ((Zone 5 + 10 29 -46 29 -97 29 -97 51 -55 51 1 -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 21 768 21 -68 43 -47 43 -53 200 21 -42 21 -68 21 -68 41 -45 41 --48 500 21 -42 21 -68 21 -68 38 -42 38 -42 1000 - #5 BAR T&B #3 @ 12" O.C. THRU—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A,F.F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE • 1, 'NUGWE5' WWUC W/AD5B EA, SIDE OF TRUSS F2?BOLTB48 MA94 TES_ S W/(2) 3/4' Me TNRU-BOLTS (14) 106 E.S. FASTEN SIDE PLATE W/(2) 3/4' Me TNRU-BOLTS NOTE "2. '5EMCO' 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY(UNO) 50MCO TAPR216 (10) lod E.5. MAX U.L. = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP @ w-4' FOR JOIST 2X8 LEDGER B' BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'B' WALL LEGEND [� TOP OF WALL IF 9'-4` A.F,F. "r■ ■ ... ■ TOP OF WALL @ 10'-0' A.F.F. HIP ROOFS Whi�iG e h ZRE b RW III ZINE ZQE 0 Rom' Da Aw Zucuaur Zuc a WUL INTEM 2X ZCW 9 W&L 00 ZME o Al Mr,LE a END/l ZX t0TN SCALE: 1/4 llzw: I '-0" —4 I Y —0 D I(o a 24" O EA. STRAP A 10 0 I � 1 D i� N R 10 0 I c6 N 0 i \ \ A8 ¢ Al ¢ \C \J \J 1 3K / a ¢ \ \ \ ¢ a 7 / \ QQ J =4 at FG3 NUCsNES" USE (2 MEMBER) PROVIDE (2) 3/4" EXP BOLTS INTO FILLED MAS CELLS MAX UL 6920 U TAPR 21(o a 24" O.C. (10) 10d EA. STRAP NOTE tt 2 L J L L L J J NOTE L J " I L NOT ttl LEG FG1 )OWN C 2-P ❑ 9' 4" BE RING 7 \ \I ch LJ C4 HGUS J5K CJ3K ' N TE " C V H L V 20 1 '-1 1� " V1UL J L J L J L J L J L L J L J 0 0 M D2 P-PLY D1 ( C J �� J3D C — Tz U I ODEL ARE THESE PLANS AND ALL PROPOSED WORK NS REQUIRED EBY FIELD INSPECTORS CT TO ANY OTHAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 a � O � M o z� mho 0 ¢ Q0 MONO o s o, oerr: W in Z -I —1 O X � O 0 N www.GLEAssociates.wn AA0002369 d(z ,JIJL 2 9 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 7 T2.468,4703 FAX: 772, 468. 4603 NO, REVISIONS DATE F 00 jJ� J� CASTLEf'INES TOLU NHOMES ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN SHEET N0. �a. TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8° BLOCK BEARING WALL FLOOR TRUSS BIM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'V WALL LEGEND 0 TOP OF WALL @ 9'-4' A,F,F, x x x x x x TOP OF WALL @ 10'-0' A.F,F. ® In fl1 ® GABLE�HIP ROOFS -tC G 8 S UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS \J 450 TAPR216 4 550 TAPR216 4 �G 800 TAPR216 5 �D 1100 TAPR216 9 �E 1339 TAPR216 10 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. O620 TAPR216 4 O 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. OJ 350 TAPR216 4 K 1500 TAPR216 10 LG 870 TAPR216 6 M 400 TAPR216 4 O 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category = Importance Factor (i =1.00 Basic Wind Speed (V 3 =125 mp Mean Roof Height h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4�t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures PSF Wall Pressures PSF Effective Wind Area S2.FT. Interior Zo6e (Zone 1) + End Zone (Zone 2 + Corner Zo (Zone 3 + ein error Zoe (Zone 4 + End Zone (Zone 5 + 10 29 -46 29 -97 29 -97 51 -55 1 -68 20 27 -4 27 -89 27 -89 48 -53 4 -63 50 23 -43 23 -77 23 -77 5 -50 45 -57 100 21 -42 21 -68 21 -S 43 -47 4 -53 200 21 -42 21 -68 2 -68 41 -45 41 448 500 21 -42 21 -68 21 -68 38 - 2 38 -42 1000 - - - - 5 BAR T&B 3 @ 12" O.C. THRU—OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM COMPOSITE BEAM —� TOP OF WALL @ 91-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE - I. 'HUGHES' u/WUC W/ADSB EA. SIDE OF TRU55 IFi2ASTEN BASE MALA PLATE 3/4' MB THRU-BOLTS (14) IOd E.S. FASTEN SIDE PLATE W/(2) 3/4' ME, THRU-BOLTS NOTE °2. '5EMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCO TAPR216 (10) 106 ES. MAX U.L. = 1355 EA, STRAP ALL HANGERS LUS26 U.O.N. 0=AL-IM' ..„ )ALL PROPOSED WORK ANY CORRECTIONS .0INSPECTORS THAT RY IN ORDER TO ,APPLICABLE CODES, Ujo it p o =j w o O �'O v I� co© Z J G X z �--r:¢ O L 0 v ww'W. GLEASsociates. corn AA0002369 JUL 2 9 203 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LLJ co S °s i LL z v .X LU t Imjmm 6• t en Cn 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 5UILC)ING 133 CASTL EFINES TOLL NNOMES ISSUE DATE: 0/20/ 03 D R A WN B Y: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN S H E E T N O. A-4.2 j SCALE: 1/4 1)= 1 '-07) UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS OA 450 TAPR216 4 B 550 TAPR216 4 C 800 TAPR216 5 O1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. O 550 RTPGAS16 4 2 STRAPS W/ 6 NAILS EA, H 620 TAPR216 4 2840 TAPR216 90 2 STRAPS W 10 NAILS EA J 350 TAPR216 4 K 1500 TAPR216 10 O870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA, 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xposure Category -0 Importance Factor ( I =1.00 Basic Wind Speed ( V =125 mp Mean Roof Hei ht It =18 ft Building Type triclosed End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures PS Wall Pressures IEffective Wind Area SQ.FT. Interior Zone (Zone 1) + End Zone (Zone 2 + — Corner Zoreinteror ((Zone 3 + Zoie (Zone 4 + End Zone (Zone 5 + 1 — 9 — 5 51 - 8 20 — 9 23 —8 50 2 —43 23 5 —5 4 100 2 —42 21 —6 1 1-68 43 200 2 —4 1 —68 41 500 —4 21 1 21 1 —68. — 2 —4 1000 — — — #5 BAR T&B #3 @ 12" O.C. THRU—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM WALLS hs6 TOP OF WALL @ 9'-4" A.F,F, TOP OF WALL @ 10'-0' A.F,F, TOP OF WALL @ 13'-6 3/4' A.F.F, TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A,F.F, 2.5/12 CATHEDRAL CEILING NOTE: NOTE • I. 'WUGNES' U.OIUC WLL/AD5B EA. SIDE OF TRUSS IFASTEN E S F`A A E.S.W/(2) 3/4' Me TWRU-5OLTS (14) 10d ES_ FASTEN SIDE PLATE W/(2) 3/4' FIB TIARU-BOLTS NOTE "2. 'SEMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) I0d ES. MAX U.L. = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. WALL LEGEND TOP OF WALL_ @ 9'--4' A,F',F, x_x._x..X_-x-_x TOP OF WALL @ 10'-0' A,F,F, Q ZONE 11 ROOF INTERIOR ZONE (}E ZONE 21 ROOF END ZONE ® ZONE 31 ROOF CORNER ZONE Q ZONE 41 WALL INTERIOR ZONE Q ZONE 5 WALL END ZONE o ROOF ANGLE a END/CORNER ZONE WIDTH GABLE/HIP ROOFS it's° <e s W 13'-0" N 0 I N 41 3 16" rF DEEP FLAT RD. 8Xc 9 " x x x x x x x x f X W x x x x x x _ x x x I FL22 x x x x x FL21 x x x x x x ANCHORED TO MAS WALL x Y.EDGAR IN CON ILLED CELLS WITH 51/S' RED HEAD x WEDGE LTS AT 12' O.C. STAGGER TO!" AND BOTTOM x W8586 x IN EM50 = 2-3/4' INTO MAS 4 x X BRN'G WALL x DBL x x 5ELOW o x x x x x x 4'-2„ x x x x x FL19 x x x X x FL18 x x 102" x x x x i M L N FL17 x x x X x T r x x x o T x x 0 (1I x x x L FG3 X x x DBL. 2X8 LEDGER TOP @ 111-0 1/ x x 24' DUCT CHASE (n x x x x ih x x tF—X ro x 8 LEDGER TOP @ 11° 11,21 x FL13 FG2 i 1 MODE „D„ 4A- A 2r1I FLOOR f=RAr-11NI 1, _ do, 0 I awww ® wal A-4.3 SCALE: 1/41i=1'-0" Uja O o Z O J O Oj G _ c= W 0 0 b N N C z a cv M) www.GLEAssocicites.com AA0002369 ( jOL 2 9 2U7 i R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 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 S S U E D A T E: 07/28/03 DRAWN BY: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN SHEET N0. I TOP TOP ❑F OF WALL WALL @ @ 91-4" 10'-0" A.P,F, A,F.F. SW TOP OF WALL @ 13'-6 3/4" AIF.F, TOP OF WALL @ 20'-2" AIF,FI i FLAT CEILING @ 10/-0" A,F,F, 2.5/12 CATHEDRAL CEILING NOTE: NOTE " I, 'HUGHES' WWUG W/AD55 EA. SIDE OF 7RU56 FASTEN BASE PLATE W/(2) 3/4" ME, TPFU-BOLTS 1/2' BOLT TO MAS. E,S. (14) led E.S. FASTEN SIDE PLATE W/(2) 3/4" MB THRU-DOLTS NOTE • 2, "5EMCO' Sr 1-2 NOTE: TYPICAL STRAP ANCHOR TO MA50NRY (UNO) SEMCO TAPR216 (10) Imd E.5. MAX U.L. = 13e5 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP @ I1'-4' FOR JOIST 2X8 LEDGER e' BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALD 3/4°=I'G' WALL LEGEND 0 TOP OF WALL @ 9'-4' AF.F. ... ■ > ■ TOP OF WALL @ 10'-0' A.F.F, � 43 HIP ROOFS UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS 450 TAPR216 4 550 TAPR216 4 800 TAPR216 5 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 O 2840 TAPR216 10 2 STRAPS W/ 0 NAILS EA. O350 TAPR216 4 K 1500 TAPR216 10 0 870 TAPR216 6 M 400 TAPR216 4 O 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category = Importance Factor ( 1 =1,00 Basic Wind Speed ( V =125 mpi Mean Roof Height h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4--Pt Roof Angle (,) = 23 deg Internal Pres. Coeff. GC 1 = 0.18 Design Output: Component Roof Pressures (PSF) Wail Pressures PSF Effective Wind Area SQ.FT. Interior Zoite (Zone 1) + — End Zone (Zone 2 + Corner Zo (Zone 3 + einterior Zoe (Zone 4 + End Zone ((Zone 5 + 10 29 —46 29 — 7 29 —97 51 —55 51 —68 20 27 —45 27 —89 27 —89 48 —53 48 —63 50 23 —43 23 —77 23 —77 45 —50 45 —57 100 21 —42 21 —68 21 —6 43 —47 43 —53 200 21 — 2 21 —68 21 —6 41 —45 41 —48 500 2 —42 21 —68 21 —bb 3 —42 38 —42 1000 — — — —42 38 LIJ ry- a (a [V r— 'W nl COMPOSITE BEAM BAR T&B @ 12" Q.C. THRU—OUT ECAST LINTEL INC. FILL SOLID TO BOND BM I � TRUSS PLAN A-4,4) SCALE: 1 /4"=1 '-0" I o UjJ O !f) m M � - O Q � a o v> ¢ox z o w 0 cg wwvv, GLEAssociotes.com JUL 2 9F2003 R, QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional s4 s !S r` s� 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 I S S U E DATE: 07/8/'03 D R A INN B Y: RNF 3ED WORK TIONS CHECKED BY: IS THAT QT TO CODES, S H E E T T I T L E TRUSS PLAN S H E E T N 0. F'CAST CONC, COL. BY SU5-CONt. 2 • 5 STRUCT. STEEL 15ARS VSW TIED TO FOOTING PAD PILLED HALF COL W1 E!Rs SHOUN. NON STRUCTURE) ALL PRE -CAST COL. MY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. FINISHED CLG 1/2' GWB 2x STUDS w 24' O.C. A.H.U. 5/6' PLYWD NAILED TO 2x 4 CRO55 MEMBERS 2x 4 CROSS MEMBER 3 LOC. TOP t SOT. 2x 4 STUDS is 24' O.C. 4- IUad NAILS PER CONNEC. FINISHED FLOOR NOTE- SEURN AIR N FOR LOC OF DUCTS RER I' x 3' PRESS, TREATED EXTERIOR WINDOW BUCKS APPLIED, TO EXT. MAS. W1 .099 X 1 1/2' SM 6' O.C. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS. 8' x I6' CONC. BEAM BLOCK S' x 16' CONIC, BEAM BLOCK V x 12' CONC, COL. W/ (4) S E 03 TIES (U 05 BAR VERT. FACE OF STUD OR SUBSTRATE GYP BD WD BASE- SEE FINISH SCH — (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOUS SEALANT WALL DETAIL STUCCO SEALANT ANCHOR TO MASONRY WITH (3) 1/2' R.H. WEDGE 114' STEEL SIDE AND BOTTOM THRU BOLT WITH (2) 1/2' . BOLTS TO GIRDER TRUSSES IFY WITH r4USS MFG. TIC'- ANCHOR FOR FATIO GIRDER TIRU55 TO t�IA50N i FIES (FILL BLOCK COL'S SOLID WITH CONC.) /-- FILLED CELL W/ (1) 5 .•• , EA SIDE JAMB (TYP) STUCCO ~4; y LAG SCREW PER `s MFG DATA WOOD DR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/6' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3536, MIN EMBD 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' ABO F.F. MAX SPACING STUN ANCHORS 36' ANCHOR DOOR JAMB TO BUCK WITH (2) #10, 1' FROM EACH END, 24' O.C. FILLED CELL W/ (1) 45 EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WO BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR S' DOORS 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2' X 4' OVER DROP GABLE FOR OVERHANG OVER S' X S FASCIA 'X 6' VERT, A 24' O.C. GABLE END TRUSS MTL. STRAP ® 24' O.G. 1/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD 45' O.C. ra r TYPICAL 2 X S(6) VERT STUDS AT 16' OC PROVIDE DEL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN a X S X I& BOND BEAM CONC FILLED WITH (1) x 5 CONT REFER TO SHEET A-1 FOR ROOOF NOTES GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING BTW'M PROVIDE 5/5' EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND 5/5' STUCCO FACING ELEV. ib'-4' STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (6) 10d GALV COM STRAP EACH VERT STUD (5) 10d GALV COM EA STRAP TOP AND BOT EACH VERT STUD NOT ALIGNED WITH TRUSS ABO ATTACH 2XS PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 1S' OC (MIN EMBEDMENT INTO CONC 2/1/29 OR ANCHOR WITH HILTI SDM-12-536 PIN (METRO DADE PROD APP No So-1208,M&B8 PROVIDE (2) PINS STUN EACH STUD THESE PLANS AND ALL PROPOSED WORK ME SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 1 COMPLY WITH ALL APPLICABLE CODES. ■ CONCRETE LINTELLINTELSSC __. CHE FOR REINFORCIN AND FILLING, IF F CONCRETE BLOCK WALL FILLEWDW/pR JAMBS i W/ CONIC GYPSUM WALLBOARD---____ MIN. R-11 INSULATION (IF APPLICABLE) - RRESRAPAGEGMTL HURRICANE AT EACH STUD FASTEN TO FACE OF STUD W/(3) 16d NAILS d TO DBL SILL PLATE Ul/(2) 16d NAILS d. TO CONT. CANT 15LOCK W/(3) 16d NAILS 4 TO TRUSS W/(6) 8d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK -- TRUSS BOTTOM CHORD — PLAN FOR SIZE FRAMING 2 x C6 P.T. HEAD'R : JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS 6 12' O.C. TYP ARCH WINDOW OR OPEN'G N 2x 4 ON FLAT \ w 24' O.C. TYP 5/8' CDX PLYWD.— NAIL'D W/ Sd NAILS m 6' O.C. 2x 4 HORIZ. 0 W O.G. CU' TO FORM RADIUS OF AR Sx COL OR FILL'D CELL PLANDE OF OPEN'G SEE TYPICAL MASONARY BOND BEAM BOTTOM OF NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) LINTEL D TAIL CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/8' EXP I PLYWD SHEATH'G W/Sd a 6' O.G. EDGE 4 FIELD 4' O.C.'I CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS W/(8) 106 NAILS 5/6' STUCCO OVER PAPER SACKED MTL TOP AND SOT. FASTEN WITH (5)i0d NAILS 2 X 6 WD STU05 * 16' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER SO. FT. P93 3�LbTECONTINUOUS CONC. TIE BEAM PROVIDE 'SEMCO' TAP32 (EMBEDMENT 8' MIN.) TOP2PLAdTE�ILS TO w/R(8)18c-.lENAILS O' TPP6 (4 EACH SIDE) 2x6 WD, FRAME WALL (STUDS w 16' O.C.) 2x6 PLATE PROVIDE 300 FELT MOISTURE BARRIER I/2' ANCHOR BOLTS m 24' O.G. MAX. (EMBEDMENT 3' MIN.) w/ 'SEMCO' ABPW3 3x3x 1/4' WA5HER 6x8 CONC. FILLED CELL W/ (1) "5 R.B. VERT. CONT. TYPICAL CONC, BLOCK WALL IGH RIB METAL LATH :EEN VENTS ® 8' OC PLATE NON -BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS w 24' OC 1/2' GYP WALL BOARD EACH SIDE R-II/R-IS BATT INSUL WHERE INDICATED ON PLANS WALL SECTION SEMCO TPP(X) 'U' STFAf- WITH (3) 8d COM EA. SIDE (TYP FASTEN TO STUD IF EXISTS, OTHERWISE, WRAP AROUND TOP PLATE TOP PLATE ANCHOR AT EACH STUD --- SCHED. Al90VE SEMCO RTP 18824 WITH w 16d COM E.E. -- WOOD HEADER (DIMENSIONS VARY) SEMCO RTP IW24 WITH (7) 16d COM E.E. a EA. STUD STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE 2 X F.S. 2 X WOOD STU05 a 16' O.C. 5/8' TYPE 'X GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X 1' LONG E ANCHOR KWIK-BOLTS Q 48' O.G. OR TOP PLAT AT EACH STUD H 311 X .300 SST/REDHEAD MUD SILL POWER FASTENERS 01524 SDC 12' O.C. PRE-FAB WD. TRUSS FRt'1. TRUSS MANUF'DSPACE 624' OZ 2 X TRUSS BRACING ATTACH'D TO TOP OF SOT. CHORD W/ (2) 16d NAILS PER TRUSS. PROVIDE SEMCO TAPR216 GAL PURR STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (0) NAILS AND FASTENED TO T.S. W/ 3 KJICK- CON II 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCEEDS 4010 USE 2 STRAPS) MAS MOND SM TYP. 8' CML WALL EDGE NAILING INTERMEDIATE NAILING a BOUNDRY NAILING + CORNER NAILING ROOF FLOOR 8d 6 6' O.C. I0d ® 6' O.G. Sd a 6' O.C. lOd * 10, O.C. ad 0 4' O.C. l0d a 4' O.G. ad ® 4' O.C. NO NAILING 5G�4DUL 12 PRECAST LINTEL BIB / TYPICAL INTERIOR WALL FIN15H ON CONIC BLOCK 1/2' GYP WALL BOARD 1 X 2 PT WOOD FURRIN 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL'• MIN REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEv.10'-P RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX 1 X 3 PT NAILER JT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, LIU O 03 N `y. z N o w 77.Do ^D O 4 N W z O Q 0 N r7 www, GLEAssociates. com AA0002369 L -4U-1, 2 -9 2003 R: oUjOH-TURNER Drawing Not Valid Unless Signed. Seated & Dated By Registered Professional &.uj �4 r MA "sue C.3 Em r-4') 4 -V m-,g mm400 d uj 0 rEL�9 L co T� CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, Fl- 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE. J 0 B N 0. S ISSUE DATE: 07/28/03 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ S H E E T N 0. METAL TRUSS ANCHORS EA. END EA. TRUSS R-19 INSULATION MIN, X x X X X TYPICAL INTERIOR CEILING CONSTRUCTION, 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH - — TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O,C, MAX TYPICAL INTERIOR CEILING 5/6' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES 8' C.C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH SLAB AND FOOTING ELEV,O' CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING wLL JIKUUIUKHL ULNLKAL NUILS- COVER SHEET) �T PRE-ENGINEERED TRUSSES 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF J. TOP OF 20'-8" t BEAR 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 TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8" X 16" CONIC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, TOP OF BE AS SCHEDULED CEILING HEIGHT +g, 4" AS SCHEDULED TYPICAL TIE BEAM CONSTRUCTION 8'X16' POURED CONE TIE BEAM W/ (2) #5 REBAR TOP (2) #5 REBAR BOTTOM CONT #5 VERT IN CONIC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONIC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, RAISED STUCCO BAND SEE ELEVATIONS VARIES TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR ON 6 6 MIL VAPOR BARRIER OVER MSLAB 6X6 1010 WWM FOOTING SIZES AND STEEL INFORMATION. O CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 STOR'r' T`T FIGAL WALL SECTION (END) WALL SECTION USED ON "G" 4 "D" MODELS 2'x8' WD. HANDRAIL LLLJJI WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM— 2'X12' WD, STIR 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 1'X RISER 1' 2'xl2' WD, TREAD \2 LAYERS OF TYPE 'X" DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH —DRYWALL ON BATHSIDE TAPE AND SEALED WOOD HANDRA WOOD PICKETS SPAC. TO REJECT 4' OBJEC INTERIOR STAR DETAILS USED ON "C' 4 "D" MODELS 1X8 SKIRT METAL TRUSS ANCHORS EA, END EA: TRUSS R-19 INSULATION MIN, j TYPICAL INTERIOR CEILING CONSTRUCTION / 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES LDETT8PFTTOP OF FIRE F SEE PLANS AS SCHEDUL D 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS: 5/8' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM, SCREEN VENTS @ 8' OC IN SOFFIT SINGLE BOND BEAM W/ (1) #5 CONT. (NOTE, PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4" HIGH AND OVER) #5 VERT IN CONIC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, BASE- SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEVO' , GRADE VARIES TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010 WWM REFER TO FOUNDATION PLAN FOR ON 6 MIL VAPOR BARRIER OVER FOOTING SIZES AND STEEL INFORMATION, CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH I STOR"r T"rFIGAL LALL SECTION (END) WALL SECTION USED ON "A" 4 'E" MODELS 1/4 SPAN # 5 @ 6' O,C. (1) #5 REBAR NOSING TYP, 11" OVERLAP REBAR 24' AND TIE - 1„ #5 REBAR 12'TOP & #5 6"BOTTOM EQUALLY SPACED #4 REBAR @ 10' ❑.C, e .. cf? • TYPICAL SLAB CONSTRUCTION — 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH EXTERIOR STAIR DETAILS USED ON "G" MODELS 44' X 44' X 12" CONC. STAIR PAD W/ (5) #5 REBAR EACH WAY 1 HOUR FIRE RATED PLYWOOD PYRO-GUARD 4' FROM PARTY WALL EACH SIDE MIN R-19 INSULATION MIN TYP INT CLG CONSTRUCTION 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP 8'-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 i X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH POURED CONC TIE BEAM W/ (2) #5 RAKE BEAM TOP OF BEAM BOND BEAM W/ (1) #5 CONTAS SCHEDULED TYPICAL INT. BLK WALL CONSTRUCTION WITH 2 'R=T'IRE RATED UL TEST NO. U905 BEAM $ AS SCHEDULED BOND BEAM W/ (1) #5 CONT, @ +8'-1' TYPICAL INT, BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, SEE TYPICAL SLAB CONSTRUCTION ° 4' CONC SLAB W/ 6X6 M WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYRIGAL fi AFRTY WALL 011DDLE) A� ..,e._ ...a—..� ... � . e.r... r,.+ vi s � ,—f, v, ✓, io, �.r, � r1i , ,�dl✓)=1��.! EXPANSION STRIP PANEL ANCHOR SEALANT SPACER GLASS BLOCK ELEV.0' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. GLASS BLOCK SHALL BE INSTALLn WITH HOT DIPPED GALV. STL, REIN[=. IN HORZ. J❑INTS, EXTENDING FROM END TO END. MAX SPACING 16" C/C VERT, REING SHALL CONSIST OF C2) PARALLEL, LONGITUDINAL HOT DIPPED GALV, STEEL WIRES (9) GA OR WIRES AT 8" O.C. MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S.F.B,C. 2704.10 TYP. GLASS 5LOC< DETAIL N.T.S. o LU J O N o Q 'o U N —1 Q how �w � N Z< Z 4 c a 0 0- 0 N www. GLEAssociates. com AA0002369 i "JUL9 2Q? -fC-%JlN trMnE Drawing Fbt.Valld,t;nless Signed, Sealed & Dated By Registered Professional co LLJ 3 UJ a n s �=.,. a tlw Lu c', L m CA 'F­� I C° � CLIENT. KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772 468.4703 FAX: 772, 4-68. 4603 NO. REVISIONS DATE J 0 8 N 0. 03 T ® t1P ISSUE DATE: 07/28/03 D R A WIN Y: RNF CHECKED BY: QT S H E E T T I T L E DET. ;g" E PT G"i SHEET N0, Agw`7 N I ELECTRICALPANEL m mw ���w IN 0 0 LOAD CALCULATION A/C o 100 % 1.5 KWS FIRST I® KWS. a 100% ___ 10.0 KWS REMAINDER o 40% ILL KWS 412-n5. MI XA.ILS TOTAL 2SA KLUS 21DA K116 x 1000 n 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1603 San X 3 WTS/SQFT, 5.0 KWS 1000 -ELECTRICAL rA lCHIM OEM © WE=93 ■o - o8mm�� o ..�........o.■ o:0 m. m: mmm ME! �.-■ _. LOAD CALCULATION A/C 6 100 % 19 KWS FIRST 10 KWS. 0 100% — 10.0 KWS REMAINDER o 40% 10.1 KUS 46.1 - 20 . 26.1 X .4 . 10.1 TOTAL 262 KU9 31ko KUS X WW lip+ AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1466 SQFT. X 3 UT5/SQFT. 45 KUS — 1000 ELECTRICAL LEGEND �- SURFACE Hf UNTED LUNT QM BREAKER PANEL N- WALL HHIUNTED LIGHT �M� L� ELECTRIC NITER ® RECESSED Hm NAT 0J MAN DISCUNECT PANEL VpLOj REMSE➢ VAPOR PRIEF LIGHT DJDEDICATEDDISLp9fE, CT PANEL °�— SURFACE NUUNTED FIUIRESCENT FIXTUME ROUTE➢ WIRE r J RECESSECED TELETTIJNE JACK FLUDRESCENt FIXTUE ®4 HEAT LAMP/ EXHAUST TELEVtSIBd JACK FAN CONSINATI@! p FLLDD LIGHT .�.-1. INTER`C➢N tttJTT wl JUETDDE sm (J SECURITY SYSTEM E701AUST FAN CHDES 83 TRACK LIGHTING FIXTURE O THERMOSTAT 'p SNITCH TIMER RELAY 3 WAY SWITCH ���®;;;((( 4 WAY SWITCH (I SMOKE DETECTOR ��yy LW DD&ER SWITCH -O PUSH DUTTDN-GARAGE DR WENER PADDLE FAN -CI PUSH DUTTON-GARAGE DR W£NER 49- TDE SWITCH WEATHER PRDU' SWITCH $4 OUAORLPLEX RECEPTACLE DEDICATED RECEPTACLE ➢IDLE% RECEPTACLE m/1E0 FLOW RECEPTACLE SWITCH ACTIVATED RECEPTACLE WEATHER PRD[F RECEPTACLE ® EE0-VDLT RECEPTACLE amm FA T INTERRUPTER RECEPTACLE Ili M 5-1/0 TNLLN W, IN 1 1/2' CON, I 04 T44M CU TO 2-5/6' X V LON GROUND DRIVE! ROD PER N.E.C.' TO FPL POWER CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) R "aer Ac cmiv IN prt �� 5Y SCALE: 1 /8"= V-011 a PANEL ono ....ELECTRICAL ®loin I® LOAD CALCULATION A/C o 100 15 KUn FIRST 10 <116, a 100% — 10.0 KWS REMAINDER o 40% 122 Km 416. 115. 50.5 X.4.122 TOTAL 213.7 KUS 2%,1 KITE X 1000 124 AMPS 240 PROVIDE,. 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1041 SOFT. X 3 LUTS/SOFT. BAP KWS 1000 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, www. GLEAssocio tes, com H>iuuu��ay I r_J J z s M03 R. WINN TURNER Drawing Not Volid Unless Signed, .Sealed & Dated By Registered Professional co LU co UJ E Lai, 'k Cm- KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468, 4703 FAX: 772.468.4603 NO. REVISIONS DATE C:ASTLF_PIN S TOWNHOMES J 0 8 N 0. 03750-00105 ISSUE DATE: 07/28/03 DRAWN BY: RNF C H E CK E D B Y: OT SHEET TITLE 'PLA SHEET N0, Eam 9 ri • _a ® ®®�■ mmm mm LOAD CALCULATION A/C 6 100 9. I.5 KUJ5 FIRST 10 KLUS. 6 1009. 10.0 KUJ5 REMAINDER 6 409. 10,1 KLUS 461 - 20 -- 26.1 X.4 = 10.1 TOTAL. 262 KUJ5 31.6 KLU5 X 1000 _ 115 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1456 5Q.PT. X 3 UJT5/60.FT. 4.5 KWe 1000 ELECTRICAL LEGEND SURFACE MOUNTED LIGHT BREAKER PANEL K�l_WALL MOUNTED LIGHT ,.E7 1—_I ELECTRIC METER ® RECESSED HIGH HAT 01 MAIN DISCONNECT PANEL FQ� I_!' DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE rj TELEVISIONJACK HEAT LAMP/ EXHAUST FAN COMBINATION FLOOD LIGHT INT INTERCOM JO SECURITY SYSTEM JUNCTION BOX EXHAUST FAN GH CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT -64 SWITCH TIMER RELAY 'G'� 3 WAY SWITCH ( /) SMOKE DETECTOR 44' 4 WAY SWITCH GARAGE DOOR OPENER 44Q DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 44_' TIME SWITCH WEATHER PROOF SWITCH 0- QUADRUPLEX RECEPTACLE Q' DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE �> WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE 3 GROUND FAULT INTERRUPTER RECEPTACLE Irpo 5EF2S R iut 3-1/0 TNLUN CU. TO FPL IN 1 1/2' CON- POWER CO. 1 04 THLUN CU TO 2-5/6' X 6' LONG GROUND DRIVEN ROD PER N.E.C.- ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) E-1.1 j SCALE: 1 /4"-1'-0" THESE PLANS AND A'I.'L PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Q 7 N `f O00 ME 5 wcnz�j `r o x O N M www,GLEAssociates.com AA0002369 'diJL�.7 _LNU? R, 4UNW TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CC W z r .. ui ep Lu c� g i KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 463, 4703 FAX: 772.468, 4603 S DATE JOB NO. 03750-00105 ISSUE DATE: 07/28/03 D R A WN B Y: RNF CHECKED BY: QT SHEET TITLE ' TR All a a ELECTRICAL PANEL ®®� ♦ _ ® - MmOEM am NCO ®mom ®-■ -�.. amomm own OWN _ M-. -■-■ SUBTOTAL• TOTALON ► LOADs LOAD CALCULATION A/C . 100 % l.5 KUJ5 FIRST 10 KWS. a 100% 10.0 KUJ5 REMAINDER 0 40% 122 KWS 41.5 - 11.5 x 303 X .4 = 122 TOTAL n-1 KUUS 29.1 KUJ5 X 1000 124 AMP5 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 50.FT. X 3 WTS/SQ.FT. 5,6 KW5 1000 3-1/0 THLLN CU. IN 1 1/2' CON. 1 04 TNUJN CU TO 2-5/8' X S' LONG GROUND DRIVEN ROD PER N.E.C.- TO FPL t OWER CO, C..W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) t ELECTRICAL PLAN- E-1.2 SCALE: 1/4 17=V 41 w THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 UJJ co O O b C ON L ,9 op O0 r O ct r� cwnN��o z C z ka O a. k.� �'�, 0 N as r7 LEAssociates.com AA0002369 , JUL 2.0 20�3 R. Di:!NN iL1T.IGEF`i Drawing Not Vald'Urloes Signed, Sealed & Dated By Registered Professional. W 1 . Its _ Q_ L u� M. $" �s' U 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 c J O B N 0. 03750-00105 I S SU E D A TE: 07/28/03 DRAWN BY; RNF C H E C K E D B Y: OT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. c ELECTRICAL PANEL r ® ■��,■ � ��/ III_■ ` LOAD CALCULATION A/C a 100 % 1.5 KUJS FIRST 10 KUJ5. w 100% 10.0 KUS REMAINDER a 409= 101 KUJ5 46.1 - 20 = 261 X A = 10.1 TOTAL 282 KUJS 31/o KUJ5 X 1000 - 115 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1455 50r-T. X 3 UITS/50.FT. 4..5, KUJ5 1000 im 3-1/0 THUAN CU. IN 1 1/2' CON, 1 04 THWN CU TO 2-5/5° X 5' LONG GROUND DRIVEN ROD fmER N E.C.— TO FPL POUJER CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) E-1.3 % SCALE: 1 A 1'-0" A/C comp THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, www. GLEAssoclates. com AA0002369 i JUL 2-9 2063- ft. QUINN TORNE� - Drawing Not Volid Unless Signed, Sealed & Dated By Registered Professional 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 H N g7g 0 010 CASTLEPINES TOUNHOMES JOB NO. ` - 5 I S S U E D A TE: 07/28/03 DRAWN BY: RNF CHECKED BY; QT SHEET TITLE ELE(-,vTR1CvAL S H E E T N 0. E m 11, �{.. V r ELECTRICAL PANEL ©©® ©©®© mc= - ©Mmm. -' - . m-._--m-. ©-. -©-._--EMN a-. -..-.:-. LOAD CALCULATION A/C s 100 % 1.5 KUS FIRST 10 KUS. s 100% 10.0 KUS REMAINDER • 40% 10.1 KUS 46.E-20•26.1XA-10.1 TOTAL 283 KUS 31b KUUS X 1000 I,- A....... ,Y�IIIIIIIIIIIIIIIIIIl I11111111,11�����i L iR :CT PANEL :CONNECT PANEL X ;cx rEN DR OPENER CCEPTACLE ! CLE @ RECEPTACLE NTERRUPTER RECEPTACLE TO FPL FOULER CO. N.T.S.) ELECTRICAL PLAN SCALE: 1/4 I)= 1 7-0 7, HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 J p �f1 o c�o m M M N 0 00 wt=iszw� J O X Q M www, GLEAssoci otes. com 1-� R. QUINN TURNER Drawing Not Volid Unless Signed, Sealed & Dated By Registered Professional -t + 0 UA Lu 0 , ti 4C .'lam uq co) gmCJ CL L.) KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 133 mmomm CASTLEPINES J 0 B N 0. 03750-00105 ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT