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HomeMy WebLinkAboutBUILDING PLANSe a I pool CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE Poo3 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE_ AND A/C poo5 6o 60.111. BLK VENT W/ SCREEN 9 FLP LEVEL Poo& 42" KNEE WALL Pool PLANT SHELF ABOVE po08 1'-6" WALL Foos MIRRORED Polo PANTRY W/ 5 SHELVES poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT d SWITCH Pol3 1 1/2" X S" WD. RAILIN(S t 2" PICKET a 5" O.C- P014 GLS.BLK (I W"RE RATED WHERE REQUIRED) poly HEADER ABOVE Polio 60 SQ.IN. VENT ® GARAGE DOOR 0 FLRLEVEL poll CABINET ABOVE POTS 8' CEILING Pole TEMPER GLASS Boot RECESS MEDICINE CABINET B002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN W05 RECEtSS SHOWER W/ CER TILE WALL Boob KNEE SPACE Boo"I BANG OF DRAWER BELOW Y.001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFI;R1 ERATOR Koo4 DOUBLE WALL OVEN Koo5 COOK TOP Koob DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR. LEVEL., E005 POOL PUMP/EQl11PTMENT Eo06 WHIRLPOOL PUMP Eoo7 CENTRAL vACUMN E008 AIR HANDLER UNIT Sool BFNG WALL WD, STUDS 9 12" O.C. Soot BRN'G WALL WD. STUDS m 16" O.C. 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 FILL 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, 14VAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO BE 00" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/1-1000 FAN 65" APP. 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, SHOWEPWEADS, URINAL'S AND SINKS COMPLY WITH TABLE 46-R2 OF SPB.C. ISS2 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND S1 SQPT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN d OFF THE FLOOR. LIVING AREA A/C 1641 ea FT. I ST FLOOR iO93 60. FT, 2 ND FLOOR IE54 Sc7. FT', GARA(ir= 2ra4 sa FT. COVERED ENTRY CAI SO. FT. COVERED PATIO 9f? ,2�O. FT. TOTAL ARtFA 2232 F1 Yc� �am� :v�� �dl Equipment 5chule Unit# SEEK Aar SPFI/ cond. unit Hoa.# iex w J' AIH Unit Mod.# 1?M Heater Mod .# Total cooling 5 49 5mible co�#ng 5 l Latent 41lna_ �_- 2 i=> L ,A N 8G,4L�= S c".^-.6._ T=— : E003Ar RO.15'X 63" 2-25SH EGRESS I /-4 " — I ' -- fZJ " SCANNED BY St. Lucie County U- i�93 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 120 SatIlL BLK. VENT W/ SCREEN o FLR LEVEL P006 42" KNEE WALL POOL PLANT SHELF ABOVE P00S T'-&" WALL POIDS MIRRORED P0i0 PANTRY W/ 5 SHELVES Pon LINEN W15 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT a SWITCH P013 I I/2" X 8" WD. RA1LW3 d 2" PICKET ® 5" O.C. P014 GLS:BLK. (1 HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 -04UN. VENT s GARAGE DOOR O FLRI-EVEL P011 CABINET ABOVE P01€d 6' CEILING P019 TeMPER. GLASS 15001 RECESS MEDICINE CABINET EW02 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RSCESS SHOWER W/ CER, TILE WALL 5006 KNEE SPACE B00i BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRPGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP r000 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C OR E004 HOT WATER HEATER. AT FIN, FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E00i CENTRAL VA JIN E00$ A1R HANDLER UNIT 5001 BRIG WALL WD. STUDS ® 12" O.G. W02 BRN'G WALL WD. STUDS w '16" O.C. i II i i [r 1 j I I i I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQRJ, OF SC D 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 REC l UIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. A ALL BATHROOM FIXTURE OUTLETS TO BE " AFF' OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICROMOOD FAN 65" AF,F. CENTER RANGE SPACE. TC SMOKE DETECTORS SHALL BE HARD WIRE n0V WI BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. n. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 464C OF S:F:B,C. ISW 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 44" OFF THE FLOOR, AREA A , f f sa FT FLOOR 000 =.. f ✓ A. ,ro a CO�. ENTRY 30 SQ. FT COVE4..._ PATIO 6 -. TOTAL AREA 21g5 SQ. FT. I ST FLOOR DUCT LAY -CUT FLAN 14C I� nc -c I 11,_0u 15:_0n 10" 2'-3.. I' 4" 13'_g" RO.2l�i�'X63" I 1 I pT0.21'- "X63' / I 'i1355H 1 L, 355H - n nn n I I I x Q 2 _ COVERED PATIO - I I 2 VAULTED CL'G I 16'_0i: All 01 O A 30 12' 4" 2,_011 A 9 MASTER ,- i VAULTED CL'G j_] IN 12080 m M n = ------------------------ n n = 0 n All 1 C: LI EN 5 5H 0 12 24 $N. -t l I I 1�✓ l N 2' ^y 0" 1,L^ 411 _101� 11 411 SIN 141_811 [SI 2- mSO L.IVINIG ROOM CL'G -4 V �^ A VAU TED n v co m _ _B 01� Tln All �-SOFFIT n MA g ATH 1 10, cL 0 4 _0 r 4" rBm n n 255H 0 v I t = 03 �0 V Ic1 - O 'G iv ro -4" 5'-4" 4" = 5 3_m 51 — _ 5068 BF _ CiIiVINa ROOM x - 0 VAULTED CL'G * V m 3'_8" I V ' I — I Pmm4 II II 2880 1 E004 II l , 04 VAULTED CL'G vl I X O ID M W I 0 v I ci '4 CL'G _ E0m8 u�y-1- N P0_01 ___ _J___.—• P004-y = 5060 EF n V I I 28 0 II 4 Ic! EOOI- li{: I I I 1 m16 "BEDROOM tt2 0 0 V4 CL'G .. n m1 - TH a2 S3 [7 n 3010 O.N. rf ARAGE DOOR GL'G/G.T, 0 I 4" .1 5 _2 ;n I E002- n n 4 nI n nj inn 24" RNDSEMP 35514 EGRESS RO.54" X l61%" R0.26" X 26" 8' 4'-2" II'-4" 32' -0" 1.rmr or Fz) L " V 0 cSENERAI. NOTES I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN. OF 5CREENED 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 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RE'CEPTACAL 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, SHOWERHEAD5, URINALS AND 5INK5 COMPLY WITH TABLE 46-R2 OF SF.B.C. 1552 EDITION 12. EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LEb5 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 1530 5Q. FT. GARAGE 230 50. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 5Q. FT. TOTAL UNd;'ER ROOF M05 5Q. FT, KOEY NOTE& P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER vENT (5MOOTH TYPE) TO OUTSIDE P003 VENTIL.-:::ED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C POOS 60 SQ.IN. BLK VENT W/ SCREEN All FLR LEVEL POO& 42" KNEE WALL P001 PLANT SHELF ABOVE P006 1'-6" LIALI_ P009 MIRRORED P01O PANTRY W/ 5 SHELVES P011 LINEN W/ 5 5HELVE5 P012 22" X 36" ATTIC ACCESS W/ LIGHT 1 SWITCH P013 1 1/2" X 8" WD. RAILING 1 2" PICKET a 5" O.G. POW 61-5.151-K (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT o GARAGE DOOR 0 FLR.LEVEL P011 CABINET ABOVE P018 8' CEILING POI9 TEMPER GLASS Pool RECE55 MEDICINE CABINET 15002 MARBLE SHELF Bmm3 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B005 RECE55 SHOWER W/ CER. TILE WALL B006 KNEE SPACE [NEquipment 5ched ot # L 5EEI✓�-05'NSPI Cond. Uni oc AM Unit Mod. P�Cer Moab. Total Coolin 4" 32 aU , 90 r 135 r 190 9" 260 10" 340 12" 560 14" 835 16" 1400 32' - 0" h F Ate— (�D (::) FR FjA Rl(::7HT ISSUE DATE; SEPTEMBER 29, 1998 REVISIONS DATE; February 12, 1999 JOB NO: w minor L■ L y� LLJ W 0 •U tJ 00 m riuul� w� Zb 4 � rsr L loom cu C- n SCALE: I 1/4 " = I' - m" SCALE: PERMIT/CONSTRUCTION nRAw,mC III 2 m KIEY N®TE5 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF 1-002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 120 SQ.IN. BLK VENT W/ SCREEN a FLR. LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P006 1'49" WALL P009 MIRRORED P010 PANTRY W/ 5 5HELVE5 P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X B" WD. RAILING 4 2" PICKET o 5" O.G. P014 GL5.BLK. (I I-IR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT s GARAGE DOOR s FLR.LEVEL P011 CABINET ABOVE P015 W CEILING F'On TEMPER GLASS BOOI RECESS MEDICINE CABINET 8002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER UP CER. TILE WALL 15006 KNEE SPACE 5001 BANG OF DRAWER BELOW KO01 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 E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS ® 12" OC. 5002 BRN'G WALL WD. STUDS ® I6" O.C. D OO izS S C I--41= T� U L E SIZE OPENING T Q -REMARK A 2-2m6 HG ® 2ro68 NC © 21mF�8 HG 2868 SC 28ro8 P9TL W/ AUtOCLOSERS O3m(oB HG mro8 r1TL nO3 `�" _J �� Iro68 F5F SWINGz BIFOLD `J 2m08 BF 2&&a BF O 3m68 E3F 4mr�>e BF 5mr� 8 E3F O� rol)ro8 E3F Ibm'lm OVERHEAD GARAGE DOOR ® 801m OVERHEAD GARAC3E POOR 5m68 BP MIRK. 8 2-2068 t`1TL I FRENCH I LITE WINE�)c)w& 45C;I::) SCI-Ii=MULE SIZE OPENING T 6i RE" L.RVG 245I-4 EGRESS 3 268H ® 343H EGRESS 0 358H - / O 1/2335H — ® I/2358H — 3m4m HR 4m4m HR EGRESS 4m3m NR ® 5m6B SGD © 6m8m SCs6 O 8ma8m £4G6 ® gmam sGD I�- 12m8o SGD 16m8m SG PAN. AIR COND SCHEDU Unit #C' Make: Cond,.Mod.# - A/H Mod.# Htr, Mod os- Cooling U 3 500 Heati BTU 3 ' 00 5EE Rating zo, 0�5 Ton 3sPF % L ��-A» 7, 93 S CxENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY GALLS. 2. PROVIDE 120 5Q.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL, 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, B. ALL BATHROOM FIXTURE OUTLETS TO BE BO" 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. II. ALL WATER CL05ET5, 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 5QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1653 SQ. FT, I ST FLOOR 1000 SQ. FT. 2 ND FLOOR 653 SQ. FT. GARAGE 406 5Q. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO '16 SQ. FT. I TOTAL AREA 2195 SQ. FT, I 2 ND FLLofiz 8G.4LE: P L "N 1/4 " = 11 - la" 26'-Pi" gum 6'-4" Ininl , 6'-8" E003 ; GOVERI 9'4 I RO= 5" X 503a" 2-24 H EGRE55 1 I ------------ 3'-4" 6'-2" - , I x COVERED PATIOk� 1 I I I I'D V4 CL'G BEDROOM #2 1 i— 6050 56D I 9'4 GL'G n---------------- 1 9'4 CL'G '� - �a `Tto y 3,_61 6,_11„ _ '-I0"3'24' 2 BF �I V � t .�� 2665 BF `f Pmm2— V II e 1.I - BAt xgze6Bi I 'S 1' O V4 CL'G/ I I iii ry10 fe P004 1 QI of V0� E00 ,U E004 I I P004-I_I EV. a 5'-111,2u I I 3080 I' TL. W/ Fr. . AB(. IVE fcl 1 � I l I I W SIDELITE H" GLASS (� a GARAGE f j 9'4 CL'G/ 1 n I it .: ( I 11 7i— UI ------ ------------------------------------------- .. -- It III T-- I b1 E001--,— I III - 16010 O.N. GARAGE DOOR ^I t-i r_� n I 1 ST 1=L-c" SG 4LH: P L " N 1 /4 " - 1' - la" In ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: .February 12, 1999 JOB NO: 0 Z LJ _h >ice �ICL � r.WLLI =3 �uO O 3.u� =1 P Z .'+ 0 0 0 F- O.J m PERMIT/CONSTRUCTION DRAWING 1 'f Q A 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. 1GO'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1,10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4, ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3, FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES". 4,2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f'm = 1900 PSI AT 28 DAYS, (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. REINFORCE WALLS WITH TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 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 Be AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2600 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" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0" 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5,15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD NG 90 LOTS 90� 91 � 92) 93� 94 STRUCTURAL GENERAL NOTES 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 TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6,5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7. DOD 71. 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 SHEETS NTH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6, STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. T9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: REPETITIVE USE MEMBERS STUDS & PLATES CONSTRUCTION GRADE JOISTS & RAFTERS: 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 NGLE USE MEMBERS JJEAMS: 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 197. 7.11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED, 7.12. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, 7,13. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. 7.14, ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. 7,15. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 7.16, CROSS BRIDGING SHALL BE PROVIDED AT 10'-0" O.C. MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8R" IN DEPTH. USE'. 2X3 OR AN APPROVED METAL TYPE BRIDGING. 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS -JOIST MACMILLEN OR ACCEPTED SUBSTITUTE, USE TREATED WOOD AT EXTERIOR CONDITIONS. STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES. E= 2,000,000 PSI G= 125,000 PSI Fb= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv-- 290 PSI Crp= 1.85 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENINGS". 7.19, NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL PRIOR TO THE MODIFICATION OF THE MEMBER. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS TO SIDES OF STUDS-8" DEPTH OR LESS--_3-16d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS___-4-16d JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE-----3-8d STUDS TO BEARING- TOE NAILS EACH SIDE --- -------- 2-8d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END--2-10d TO JOISTS OR RAFTERS BEARINGS -TOE NAILS EACH SIDE----2-10d BLOCKING BETWEEN STUDS EACH END -TOE NAILS -2-10d END NAILS PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER __---2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") _16d 0 24" O.C. RIBBON TO STUDS 1" x RIBBON ------------------ ---__ 2-Bd 2" x RIBBON _ ---------- _ -------2--16d 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_-s__---3-16d JOIST TO BRG., TO NAIL --- - ---- --_-_-_--2-16d BRIDGING TO JOIST, TOE NAIL EACH END --------- ------ _-2-16d STUD TO SOLE PLATE, TOE NAIL____._--�-----__--2-16d DOUBLE STUDS, FACE NAIL __-____-_-_-______---16d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL---_---------_.-_16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL JOIST, LAP OVER PARTITIONS, FACE NAIL.-------------------3-16d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL-__-_------2-8d 8, MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL 13E HILTI "KWIK-BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SNT QESGRIFT_ ION C-1 COVER A-1 FOUNDATION PLAN A-IJ MODEL "E' FOUNDATION PLAN- LEFT A-12 MODEL "C' FOUNDATION PLAN A-12J MODEL 'C' FOUNDATION PLAN -RIGHT A-13 MODEL 'D' FOUNDATION PLAN A-1A MODEL 'E' FOUNDATION PLAN- RIGHT A-2 FLOOR PLAN A-2J MODEL 'E' FLOOR PLAN- LEFT A-22 MODEL *C' FLOOR PLAN A-22.1 MODEL 'C' FLOOR PLAN- RIGHT 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-4.1 MODEL 'E' TRUSS PLAN- LEFT A-42 MODEL 'C' TRU65 PLAN A-421 MODEL 'C' TRUSS PLAN -RIG 14T A-43 MODEL ''D' TR1,156 PLAN A-4A MODEL 'E' TRUSS PLAN- RIGHT A-5 DETAILS AND SECTIONS A-6 DETAILS AND SECTIONS A-1 DETAIL$ AND SECTIONS E-1 ELECTRICAL PLAN E-I.1 MODEL 'E' ELECTRICAL PLAN- LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-12.1 MODEL 'C' ELECTRICAL PLAN -RIGHT E-13 MODEL 'D' ELECTRICAL PLAN E-1.4 MODEL 'E' ELECTRICAL PLAN- RIGHT THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. ST. LUCIE COUNTY FIRE DISTRICT REVIEW;ED FOR CONIPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED REVISION SHEET .F REVIER'ED BY: DATE' PEEh�'BE1iMEEA FOR COMPLIA , E REVIFWEDBY�� ,:I R dv� ",_OE Q uio °'o r w z w 4 z0 z 0 n- 0 N www.CLEAssociates.com AA0002369 u tq 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional cm ofuJI a cn day-W 0 J j 03 Lu KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 07 ISSUE DATE: 07/15/03 D R A INN B Y: RNF CH E CK ED B Y: OT SHEET TITLE COVER S H E E T N 0. r; I COLUMN SCHEDULE O O• Ib' CONC. ELK ril0", CELL W/ 2 • ffi BAR TIED TIED BEAM AND 2 TIED POOTNG, S' J( E' . 12- COL W/ 4 -3 VIEW. AND O F11 3 If2' X 3 1/2• X 114' STU. COL. ® F0///```��� 4' X W X 1/4' STL. COL v b• X 42' X CON'• LlV bm 9 YEW. AND • TIES o K Or,L. ram,, 0' X Ib' CONC. COI. W/ 4° a VEfTi'. AND 3 l&'CO'O.G V 0' X @• D X ' CGN'• COL. 9V b• E VEIRT. 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A, I ;G� I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 1 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 Q 7 m Z J il N z 0 0_ ` O www.GLEAssociates.com i JUL2- 9 20 R. OUINN. TU.9'MLR - Drawing Not Volld Unless Signed, Sealed & Sated By Registered Professional L1L4 P uj gay 9� �Lz� [+�,�g�xp�t, L�a�" f�p '. v','A.Y 'n , C• CL _ • �ggee mE 9 KOLTER SIGNATURE HOMES 216O NW 'RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.4E 8, 4703 FAX: 772.468, 4603 NO. REVISIONS DAT 5UILDING 90 MODEL ELOT`,'W I-IL" MODEL LOT W MODEL E LOT 94 GASTLEPINES TOWNPOME5 I JOB N 7 5•-"' I S S U E D A T E: 07/15/03 DRAWN BY: RNE CHECKED BY: QT S H E E T T I T L E FOUNDATION S H E E T N 0. . COLUMN SCHEDULE ` J 6' X 16" CONC. el-K. FILLED CELL W/ 2 " 5 BAR TIED 70 TIED BEAM AND FOOTING 0 . . 8' X 12' CONC. COL. W/ 4 " 5 VERT. AND " 3 TIED Q 12' O.C. O� 3 1/2' X 3 I/2' X I/4' S7L. COL40 . 44' X 4" X 1/4' STL. COL. 0 ° 8' X 12' X 12' CONC. COL. W/ 6" 5 VERT. AND " 3 TIES 's 12' O.C. \ U / . 8' X 16" GONG. COL. W/ 4" 5 VERT. AND " 3 TIED a 12' O.G. O ° 8' X X G COL. W/ " 5 VERT. AND 0 3TIES ®12i2' 6 O.C. ® FILLED CELL 8' CONC. TIED W/ 2 " 1 BAR TIED TO TIED BEAM AND 2 1 FOOTING. \ (�C���W/ m S' X"16" AR TI BLK. FILLED CELL I 5 BAR TIED TO TIED BEAM AND FOOTING 0 4'-0" O.G. MAX. 1 O o o 8' X 16' GONG. BLK FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTINGS FOOTING SCHEDULE O XIS' THICKENED EDGE GONG. FTC. W/ W/ 2 " 5 CONT. © X 8° THICKENED EDGE CONCRETE FTCz. W/ I ° 5 CONT. © 36" X 36° X 12' CONCRETE PAD W/ 4" 5 EACH WAY 0 8" X 8" CONCRETE FTG. W/ I " 5 CONT. O X 5 THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. W/ 12" X 20° GONG. W/ " 5 CONT. AND i " 5 TRANSVERSEE 0 48' O.G. © FTCa. W/ 2 " 5 CONT. 12° X BELOW 16° MIN.IN. BELOW GRAPE 0 —J 42" X 42" CONC. FTC, W/ 4 *5 EACH WAY 2X WOOD STUD BEARING WALL w 16" O.C. o � O O O 9 20�� V! @BEARI'NG WALL ETG. @ GAR. DROP DETAIL r A, BRCi. U-BLOCK • PRECAST GONG LINTEL BEAM T PES O2 TNRU �1� CONNECT TO EXIST. SEWER LATERAL DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES DOUBLE U-BLOCK PRECAST FILLED CONG. LINTEL BEAM TYPES Im a° UNIT "Ell 0 E) E L THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS EEaUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. oolmoo"d, m If COLUMN SCHEDULE O S' X 16' CONC. BLK. FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. 0 ♦ ♦ o 8' X 121 CONC. COL. W/ 4 "5 VERT, AND "3 TIED s 12' O.C. a3 1/2' X 3 1/2' X I/4' STL. COL. / A X 4' X 4' X 1/4' STL. COL. 0 > ' X X GONG. COL. W/ 5" 5 VER7, AND 0 3TIES ®12°O.G. �� ♦ S' X 15' CONIC, COL. W/ 4" 5 VERT. AND " 3 TIED 0 12' D.G. O " • S' X 12' X 12' CONC. COL, W/ 5" 5 VERT. AND " 3 TIES 0 12' O.C. ® S' X 12' CONC. BUG. FILLED CELL W/ 2 01 BAR TIED TO TIED SEAM AND FOOTING. / ( (�✓� �)W/ m S° X"15' BLK. FILLED CELL I 5 BAR AR TIED TO TIED BEAM AND FOOTING 6 4'-O' O.C. MAX. 1 O o o S' X 15° CONC. BLK. FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE O � W XIS' THICKENED EDGE CONIC, FTC. W/ 2 " 5 CONT. X $° THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. 36' X X 12' CONCRETE PAD W/ 4" 5 WA EACH WAY 5' X S' CONCRETE FTG. W/ 1 0 5 CONT. O 15° X 20' THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. �0 12' 5 SVE FTC. W/ " 5 CONT. AND 1* 5 TRANSVERSE a 48' O.G. \ FL-112 ° X GOOW FTG. W/ 2 " 5 CONT. 15' MIN.IN. BELOW GRADE O� 42' X 42' GONG. FTC. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL " 16' O.G. r 20° 1 G BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE UAL NO SIZE TOP MID SOT REMARKS LENCaTH LO LOBO LLID TIBI S° Xd106 • 5 DOUBLE U-SLOCK SEE TTP. WALL SECTION v k 1 "5 u-� OOK 1'-6' 15000 i5500 2881+ BON. ♦ 5'-4• AFP, S° X 16° I • B 1 " 5 OP C04C. LM1 eOTT. 6'-6' 8000 15Cas* 3abO" /®fi��g^g �yy J I �/.�'' S' X Ib' i• 5 i+ 5 U-BLOCK TOP CONC. LINTEL BOY!. 1,-6. 15®m• 1550" 2891+ e' x 15• 1.5 ° 1 5 u-BLOCK TOP U-131- LINTEL BOTT. 4'-6° 15000 1860• 45150 �..-�5 U_m LINTEL BOTr. 6'-6' 1500• 15650 3260+ v x 16' 1 "8 • t 5 CONc: LK TOP CONC. LRdTEL BOTT. IT-4' 9000 B$10 VP 5' x 15' 1-5 1 ° 5 U-BLOpc TOp CONO LINTEL 50TT. I®'-6' 5000 1122• 21146 DOUBLE U-BLOCK ® B• x 35• 1-5 105 I + 5 6'-6' 800• 15650 32600 lNLBon. DOUBLE U-BLOCK 5' X 40' I •5 t "5 I "5 � MTKELIBOTT. 15000 15500 2$810 1 0 5 1-5 I • 5 DOUBLE U -BLOCK CONC. LINTEL SOTT. IT-4' 11000 NR 1,$000 I4 v012°O.c. I. LINTELS TO 5E CAST -CITE NIC"N-STRENGTH PRECAST a PRE -STRESSED U LINTELS • U-BLOCK P'RECAST CONC LINTEL SEAM T E5 ®TPRU i�TTt'7 DOUBLE U-BLOCK PRECAST FILLED CONC,. LINTEL BEAM TYPED DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES 10 3° VT Its _ I z ° Lv I 1121 11V T co WC 1 L V I We HI TUB I 3 I 2' ® III3'vT CONNECT TO EXIST. SEWER LATERAL Lv ■ II I I TOP OP BM. + 11-4' I II II I I I s' X 24' CONIC. T.B. W12 + 5 TOP % 2 " 5 MID. I I +�r3'11E9 ®IZ'�C I II TOP OF PM. + 3' -4'— I 1 ■ I I ��/ II o I I II `D UJO©>-J T"1_165E a 24" O.G. P" ,4>G USL 2 SP4GIril jelBY T >UCvS GO. IWEDD31 ■ U�586 I I DBL 2X6 LEER AN HARED TO MAS. WALL I I I I IN CONC. FILLEI!0 CELLE WITH 5/8' RED HEADS I WEDGE BOLT ��qqT 12' O STAC<'sER TOP AND HOT. 1 _W55060, MIN. tiLBD c 2 3/4' INTO MASONARY I I I I I II I —I�I I � 0 8'-0" 3'-3" Csl ER \ l�� IlU �1 I I- I I I I ■ O T 55E6 24"M$a4 S IIVCs BY TRL4S GO. IF- ■ I ■ II I I I I I I { I I I I II II ■ I I � I I I O I I f- I I I ♦I---.1 I II L� II II II 8' X 24' CONC. T.B. W/ 2 0 5 TOP 1 2 0 5 MID. I ql 2 0 5 50TT. R 0 3 TIES ® 12' O.C. I TOP OF BM. +IP-4' 511 1 13'-0" 1 IS-1)" 1 4 I I ■■—_ �__ --_ -- I �� -_ -_ - - I - Is I I I77J " I I 4'-2" I 6'-2" 2'-4" S-4" 6'-2" 3'-2" 1 I I I I I I I I a � ! ■Iml JOIN! ------------- I I I t 1 I I I i I I I i I N � Y I o I I I■ ■ I j -----_ --I I i 5LAB SHALL BE A MIN. 4' THICK I I I WITH FIBER ME51, I INTEGRAL OR I 10 I REINFORCED Will 10/10 WELDED W H 5' X 5° X RE MESH, I } CENTERED IN G NCRETE I I DOUBLED 30' EYOND BACK I ! OF FTG. N I I I I FOOTINGS TO ISH PLACED OVER I I i WELL COMPACTED GLEAN FILL I TO MIN. 155 a PROCTOR DEN5ITY I �' I TEST AND WITH VAPOR I .. I BARRIER I I. POISON SOIL UN ER SLAB FOR 2 d j TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER ° I I FINISHED FLOOR ELEVATION TO 5 4" I 4 BE IS' MINIMUM ABOVE TOP \ I CROWN OF RO SOIL BEARING 0 \ \ I I CAPACITY FOR HIS STRUCTURE \ o� I I TO BE 2,500 P..F. MINIMUM.2 ur - \ I 3 -2" \ I \ „ v rr I I� r I® 1— 0 11 1 IIFINISHED FLOOR ELEVATION TO BE 16' MINIMUM I ■ ABOVE TOP CROWN OF ROAD I I 1 1 I I I I � � (,,�� I I ■ I a 1 ' - -� I � I I I I I� _ 2 —{I j � 8 2 I I , b I 24I0 -8" 16'-0" 2'-0" -0" 20'4' I � 2 1 �l L_J 6' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS _ REQUIRED BY FIELD INSPECTORS 2 1 -0" MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICASI OOOES. 26'-0" I. �l lam/ L �... 142'-0 c uja 0 so :Z: Z N <w� J 9 a Lucnzw� O LL 4. ca nI www.GLEAssociates.com R. WINN TURNER Drawing No, Valid Unless Signed, Sealed & Dated By Reolstered Professional z =1 L .; 04 LLJ i �; • 'LU :, KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772.468.4603 NO. REVISIONS DATE ININ GA5TLEPINE6 TOU.INHOMES COLUMN SCHEDULE O 8' X 16' CONC. ELK FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. /-\ (\`� /} • 8' X 12' CONC, COL, W/ 4 * 5 VERT, AND " 3 TIED IS 12, O.C. 3 1/2' X 3 1/2' X 1/4` STL. COL. ® u 4' X 4" X 1/4' STL. COL, 50 > 8' X 0 X GONG, COL. W/ 6" 5 VERT. " AND 3 TIES o 12' O.C. © . • • • SIX 16' CONC. COL. W/ 4" 5 VERT. AND " 3 TIED A 12" O.G. 8' X X C COL. W/ 6" 5 VERT. 0 12'S 0 12' O.C. AND 3 TIES ® 8" CONC. ELK FILLED CELL W2 / 2 "1 EAR TIED TO TIED SEAM AND FOOTING. J-\ ❑ 8' X16° CONIC. BLK FILLED CELL W/ 1 5 EAR TIED TO TIED BEAM AND " FOOTING 10 4'-0' O.G. MAX, O ° ° 8' GONG. BLK FILLED CELL W/ 2 "5 5 EAR TIED TO TIED SEAM AND 2 FOOTING. FOOTING SCHEDULE O 16" XIS' THICKENED EDGE LONG. FTC. W/ z * 5 CONT. 8' THICKENED EDGE CONCRETE FTC., W/ I " 5 CONT. 36° X 36' X 12' CONCRETE PAD W/ 4" 5 EACH WAY 8' X 8' CONCRETE FTG. W/ 1 " 5 GONT, O 16° X 20° THICKENED EDGE CONC. FTC. W/ 3 " 5 CONT. 12, X 20, CONIC, FTG. W/ 3 " 5 CONT- AND 1"' 5 TRANSVERSE m 48' O.G. 12' X FLOW FTC. W/ 2 " 5 CONT. 16' MIN.IN. BELOW GRADE 42` X 42° GONG, FTC, W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL v I&I O.C. ° 20? O BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE 77�� ® FL® NO film TOP MID MOT REMAF" LENGTH LOAD LOIN TB) a' Y. *' 1.5 1.5 DOUBLE SEE TYP. WALL SECTION U-CLOCK ,!'N, [ 1 7 a° x a' i • 5 U-SM 1500" 1550" 2881° Q') BOTT. ®H'-4' NW. 2 a" X I6° I ° 5 I •5 U-EM-OCK TOP OONC LINTEL BOT-r b'-6' 800" 1565 tl 3260 ® 8' X b° I • 5 1 e 5 L-CLOCK TOP CANO. LINTEL MOTT. 1500" 1550" 288`I" V X Ib' 1 •5 leg u-BLOC.K TCP GCMC. LINTEL B )TT. 4'-b' 15®0• ISbO° 4815• `J l x 16' I• 5 • 7 5 U-CLOCI TOP U-SLcxxLINTEL r301'r. b'-6' 150®" 1565* 32600 �j e° x v 1.5 1 ° 5 u-BLocK TOP OCMC. LINTEL BOTT. p'-4' 90®° 9S'1" 911• a° X 16, I ° s I •5 U-CLOCK TOPCC'NC. LINTEL Batt. 500" 1122" 2114° DWCLE U-BL0.'K i L'S) e' x 3s' I •5 1 ° s t ° 5 a ELK M �O. b'-b' woo 1565• 3260" �.•/ L T�T, DOUBLE U-CLCCK g a' X 40' I ° 5 I • 5 I ° 5 0:� CLK MID l'-b• 1500• 1550° 288'1" Cop` LINTEL COTT. (\I [/Jj a' X 36 I • 5 I • 5 1-5 =*IW.E U-BLOCK CON" LINTEL BOtt. IT-4' I1000 NR ,800* y • 12' O.O. 1. LINTELS TO ISE CAST-CRETE HIGH -STRENGTH PRECAST t PRE -STRESSED U LINTEL5 SRC, U-BLOCK PRECA51' CONC LINTEL SEAM T E5 ®THRU ERG. 00USLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES +Q'd' DOUBLE U-BLOCK PRECAST FILLED CONIC, LINTEL SEAM TYPES IO 3° VT 3111VT III- _.. 2_ -_ I � 2°1 LV 2°III T CO I I We I LV I ( WG 3 HI ruB SK 2' CONNECT TO EXIST. SEWER LATERAL LV 26'-0" ■ II II II TIC II 14" I TOP OF BM. + II-4° .7 I ■ TOP OF BM. + 9'- ' 2 `I �/ II II II ,- __� I D I I LF- I II I M I I UJOOD TRusSE:s S) -4° r-la,x SF',4GINC-c E3Y TRUE CO. I I I I DBL 2X8 LEDGER ANCH RED 7 MAS. WALL I I FL-- I IN CONC. FILLED CELLS W TH 5/8' li#ED HEADS I I WEDGE BOLTS AT 12' CC, T,4CiGFR TOP AND MOT_ n W55860, MIN. EWIMD = 2-3 4_INTO. ASONARY I I I I I I II 11 17- ,_ H 1 I-- —/ / A � j •GIRD R 3'-3° H II I � I N II ------------------- -----JI I I A � ■ r; I UJOOD t2USSES 2 " SP,4GIN BY T USS C I ■ I � ■ � II I I I I I I I 61 I 2'-6" l'-4" 3'-4" I I I I I I II I I L--N° I - ■ 1 I I I A 1 S' X 24" CCNC. T.S. W/ 2" 5 POP + 2" 5 Mlp. 1 1 2" 5 SOTT. i" 3 TIES R 12' O.C. 1 TOP OF BM. +11'-4' / 1 II ■ I�yI L — 1 H TOP OF BM + 9'-4' II 11 II 11 II II 6'-0" 51 4 3'-3" _ 2 3" r 2 -- -- ! — -------I— ■■ —P / --� I p,I ' I 1. I 6 2" 3,-4° 2,_4„ 6'-2„ I 4' 2" I I � I P 1 ■ v Milk— h. ■ 11 ! 1 ----__ -1 I I f� F------- I !� I ) I ! i I � all ■ ■ ■ i ! ! J I SLAB SHALL BE A MI q, 4" THICK I I 1 WITH FIBER MESH INTEGRAL OR I I REINFORCED WITH 6' 6' X 1 I OE �EREDINWELDED E CCONCRETE I 0� I DOUBLED 30' 5EYOlI ID BACK 1 I I OF FTG, I I� n FOOTINGS TO BE PL CED OVER 1 WELL COMPACTED CLEAN FILL j TO MIN. 555e PROCTOR DENSITY I PI TEST AND WITH VAFOR I !I BARRIER. I I? 1 (' POISON SOIL UNDER LAB FOR 1 1 TERMITES BEFORE PLACING 4 I ^ MIL VAPOR BARRIER\ I ' FINISHED FLOOR ELEVATION TO �/ I BE 18' MINIMUM ABOVE TOP I ✓ CROWN OF ROAD, SOIL BEARING I �� CAPACITY FOR THIS STRUCTURE ( I rd' 5'-4" I / / TO BE 2AOO P.S.F. MI IMUM, ! . //o 1 5 I ! 3'-2" ICID I¢ a d ♦ '— 0I �oil --- C ■ I FINISHED FLOOR ELEVATION TO BE 18° MINIMUM ■ I ABOVE TOP GROWN OF ROAD I I 1 � — — ` j l j a ■� «� �GTI I I P I ■ i � i s I d I I I o 1 � �., I 1 I' � �J I 1F Y !jwL — — ----- P ? I I � I D ; 4'� 2'-0" 16'-D" 5'IC8' 2'10" I� 20' 4" I L _J S 2� -0" 2�-O" 26'-0" E L (::� ;A- A--1 c 1 THESE PLANS AND ALL PROPOSED WORK 4111( ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO A COMPLY WITH ALL APPLICABLE CODES, ". a uj=o d mM c < Xi W O 0 0 d O w n w d O x z 0 C7 N www, GLEAssocicites. corn y-,gA619Q23�9 " lZ � T.. JUL 2 9 Z003 R. QUINN TURNER Drawing Not Volid Unless Signed, seoled & Dated By Registered Professional ~ viiiiatium . r 0 c ,0 L3 CLIENT: KOLTER SIGNATURE HOtAES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772. 468, 4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDIN6% 'B0 MODEL E LOT SO MODEL C LOT 9i ODEL D LOT e• '^ 0 MODEL E LOT sA GA5TLEPINE5 TOUNHOME5I 26'-0" COLUMN SCHEDULE O • • 8' X I&' CONIC. 5LK. FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. . ® E�"3 8' X 12' CONC. COL. W/ 4 « 5 VERT. AND TIED 0 12' O.C. O � 3 1/2' X 3 1/2' X 1/4' STL. COL. 4' X 4' X 114' STL. COL, 8' X 12' X 12'CONC. COL, WI/ 60 5 VERT, AND «3 TIEs O la° o.c. 8' X 16' GONG. COL. W/ 40 5 VERT, ANP « 3 TIED 0 12' O.G. S' X 12' X 12' CONC. COL. W/ 60 5 VERT. AND 03 TIES im 12' O.G. 8' GONG. ELK FILLED CELL W/ 2 « 5AR TIED TO TIED SEAM AND 2 1 FOOTING. O ❑ ❑ 8' Xib' ELK. FILLED CELL « AR TIED TO TIED SEAM AND W/ I 5 BAR FOOTING w 4'-0' O.C. MAX. 1 0 a 6 S' X 5 C. LK FILLED CELL W/ 2 « BAR TIED TO TIED BEAM AND 5 FOOTINra. FOOTING SCHEDULE I6' X IS' THICKENED EDGE CONC. PTra. W/ 2 « 5 CONT. E'' X 81 THICKENED EDGE CONCRETE FTG. W/ 1 « 5 CONT. I--- —I 36' 36' x lz° CONCRETE PAD W! 40 5 EACH WAY S' X 8° CONCRETE FTG. W/ 1 « 5 CONT. /r\ x THICKENED EDGE CONC. FTG, 5 121 X 201 GONG. FTC. W! « 5 CONT. AND I « 5 TRANSVERSE a 46' O.G. 16, X GONG. FTG. W! 2 « 5 CONT. 16" MIN, BELOW GRADE OH 42' X 42' CONC. FTG. W! 4 « 5 EACH WAY 2X WOOD STUD SEARING WALL 0 16' VC. ° �i 10 BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO 812E TOP MID MOT LENGTH L0,40 m t,plpp L@p LrD T81 w x 16' I.6 1 • $ U• sem T4W. WALL BFCPIGTI Or x «' 1 •5 '.4- �'-b' 19mm• 1550• 2851• b sort.. • A4. 16' 1-5 I r 5`�� Wrt. 6'-b' 8mm° I%5• 9abm• 3 6' X ib' 1-6 1• 5 u-eLoLI Tow CQdG. LPRO. BO1T. ��-b' 15mm• 1550° 2881• ® 5' x I6' 1 • S • 7 S '� TOP fANG LINM DOtr. 4'-6° I5mm• IBbm' 4515• 5 CGNC.LATlL®mv b'-b'It 15mm° 1565• 3abm• 6' x 16' 1 •5 1 •5 a-86,ox TCP CCNG LNRL .OTT. IT-4- Smm• 35Y 911• s S' X 16• 1 • S I.5 U-BLQdC TOP �. LBd1EL BOTY. Im'-b' 60m° I122• 21140 �I @ t 1 f w x 38' 1 • B 1 •8 1.5 one n� ORiG. LIMO. O9Tf. b'-fi' 8mP9• 1565• 3Y6m• oau a'xam° 1.5 1•5 1.5 "t. �r �'n1D OLNG LBtlTEL EOR. 7'-b° 15m9° 155m• 2881. I S' X % 1 ^ 5 I.5 1.5 DouSLe u-aLoac f3 G 4P 1EL CO . 1. 4° i0m° NR emm• w v. n• oc. 1. LINTELS TO W CAST-CRETE HIGH -STRENGTH PRECAST t FM-STRESWO U LINTELS SRC. U-BLOCK PRECAST CONC LINTEL BEAM TYfE5 ®THRU $ DOUBLE U-5LOCK PRECAST FILLED GONG. LINTEL SEAM TYPES Q _4 A4, DOUBLE U-SLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES 10 CONNECT TO EXIST. SEWER LATERAL PLIJI-SING R16ER UNIT HD11 26'-0" TOP OF 5M. + 9'-4' — .. GIRDER --------- TOP OF 5M. + 20'-&' I I pppppppppppppp. -z-«, ■ 9P09009� — — ■ — — — — — — — — — — — — — — — — — ■ ■ CCINC, LINTEL 5OTT. 9 6'-0 _ II I II 5RN'C3 WALL — ■ 6�LOW I ■ I I� II II 561 I 1 L� I DSL.2 KO LEDGER ANCHORED TO MAS. WALL r/ LI N C. PILLED CELLS WITH 5/8' RED HEADS I — ■ WE 5OLT3 AT 12' OG, STAG-GER TOP AND SOT. I ■ MIN. EM5D • 2-3/4' INTO MASGNARY I I II I I ru, E5RJ'G WALL N BELOW I'F _ _ _ =1 ■ II I I it II I I F T I F611 F- 4'-5" 2'-5" 2'-10„ II II I \\\ I I ■ � II I n H I pIRDER I I I I I I I CxIRDER J A ■ II I L I U)n®t:;) TraUaeES �m 24" o.c. r-1AX I I I I II II II II N n �■ I I II I I II � II I I �4l II I I I I -4 � I I I lei J I I I I bF IT II II II II II II � II II II � II I I--- L--- 0" TOP OF 5M. + 8'-I'— 2 NE:) FL..00�)i� F:F;; 4Ar 1INr--z SCALD= D A-1 f L.m AN 1/4 " = 1' - r>" 4 13'-0" 6'-3" 3'-3„ 2 F -i f 2 - I I---- ---- - o- I- b 3 _2" I J _\ � I \ 2" 8'-4„ (� 2'-2„ 1 l �� �, I p I P r i i o j■ ■I■ I N I J LS ;J I I I I 13'-0" I 13'-10" 8'--6 K. I I SLAB SHALL BE A MIN. 4' THIC WITH FIBER MESH INTEGRAL OR i I REINFORCED WITH 6" X 6' X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE \ \ DOUBLED 30' BEYOND BACK I OF FTG, FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL % I I TO MIN. BE, PROCTOR DENSITY I TEST AND WITH VAPOR / BARRIER. I I I POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER. I I I 1 `T FINISHED FLOOR ELEVATION TO BE 15' MINIMUM ABOVE TOP I I CROWN OF ROAD. SOIL BEARING I I I I CAPACITY FOR THIS STRUCTURE I �Q TO BE 2,500 P.S.F. MINIMUM. � ) ALL COLUMNS TO ea EXCEPT WHERE NOTED I I I I J 1 I I 1 I I 15'-0" ®■ I v I 1 I I o L__J I I /I I I I I ° Ev. +s'Ltl i I I i L� I � 13'-0" I 12 -8" 2'-4" -8 I I Oil p, FINISHED FLOOR ELEVATION TO BE 1&' MINIMUM ABOVE TOP CROWN OF ROAD 15'-0" I 4'-10" -- �� I _ J i 4 2 " 5 _ I o N ♦ // I -L -- --c-�- OL J ■ i I I ■ — i ! ■ —k10 I N •GI ■ L_ T1 I -0" 142'-0" I I I 1 ' I I I I I I - co 0 I -'1 I I I 41 THESE PLANS AND ALL PROPOSED WORK CT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT j MAY BE NECESSARY IN ORDER TO D C PLY WITH ALL APPLICABLE CODES, A-1 0 Luo ��Q on, w o Q LLmi b PR t 0 � a Q W N Z W •y- z d Q N f www, GLE Associates. cam AA0002369 JUL292003 li 061i0'TURNER Drawing Not 'valid Unless Signed. Sealed & Dated By Registered Professional w �. r 0 $ y s ]. Lm r r KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE GASTLEPINES TOWNHOMES COLUMN SCHEDULE ( I j 8' X !6' LONG. SLK. FILLED CELL W/ 2 * 5 EAR TIED TO TIED BEAM AND FOOTING. O • • • • 8' X 12' CONC. COL, W/ 4 * 5 VERT. AND * 3 TIED o 12' O.G. O� 3 1/2" X 3 I/2° X 1/4" STL. COL, ® � 4' X 4" X 1/4' STL. COL. ® . ,• " • 6' X 12' X 12° CONC. COL. W/ h* 5 VERT. AND * 3 TIES im 12" O.G. `� ( jam^) /) • • • 6' x le" GONG. COL. W/ 4* 5 VERT. AND * 3 TIED 6 12' O.C. 0 a " . 8' X 12" X 12' CONC. COL. W/ 60' 5 VERT. 4ND 0 3 TIES e 12" O.C. �.� S" X 12" GONG. E3LK. FILLED CELL W/ 2 41 SAR TIED TO TIED SEAM AND FOOTING. 9 1 1GONG. ELK. FILLED CELL W/ * 5 BAR TIED TO TIED BEAM AND FOOTING m 4'-0' O.C. MAX. 1 0 o • S' 2 5 5 GONG, ELK FILLED CELL W/ 2 * BAR TIED TO TIED BEAMAND FOOTING. FOOTING SCHEDULE Vo" XIS° THICKENED EDGE GONG. FTG. W/ 2 * 5 CONT. 8" THICKENED EDGE CONCRETE FTG. W/ I * 5 CONT, -{- —t WA A° X X !2° CONCRETE PAD W/ 4* 5 E AGF-4 WAY 6" X 5' CONCRETE FTG. W/ 1 * 5 CONT. iroO W/ 5H X TICKENED EDGE GONG. FTG, W/ 3 ' GONT. O 12° X 20° CONC. FTG, W/ 3 * 5 CONT. AND 1 * 5 TRANSVERSE 6 4S° O.C. 12' X 24' ELOW FTG. W/ 2 " 5 CONT. 1fo" MIN, BELOW GRADE 42" X 42° CONG, FTG. W/ 4 * 5 EACH WAY 2X WOOD STUD BEARING WALL ® I&' O.C. e g— b' O P O >�—• 10 BEARING WALL FTG. @ GAR, DROP DETAIL U-5LOCK PF�EC,45T CONC L INTEL BE,4A 111 I I I E S " I fi`Il�l�k DOU5LE U-5LOCK PRECAST FILLED CONC. LINTEL 5E,4Y TYPES f=RECAST FILLED CONC. LINTEL 5E,4t-1 TYPES 1O �a GONNEGT TO EXIST. SELUER LATERAL FLUI�151NG RISEfRLINK "Ell 17'-0" 15-0" 4 1'-4" 2'-3" I W-10" 2'-3" 1 13'-8" L------------------ -2 I �I I — — — — — — -4■■" — —_ -- - CAI ■■ i _ \ L-7 c*s I ' I I 12'-4" tR 2,-0, I L— — A---------------1 SLAB SHALL BE A MIN, 4" THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6" X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30'5EYOND BACK OF FTG. FOOTINGS T9 BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN. S5% PROCTOR DENSITY TEST AND WITH VAPOR BARRIER POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 MIL VAPOR BARRIER. FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP I CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 P.S.F. MINIMUM. I 1 r-------� 17'-0" 1 10" o v I 11 m' - Oil I _ I� rn FINISHED FLOOR ELEVATION TO BE IS' MINIMUM\ ABOVE TOP CROWN OF ROAD \ I I � 10'-0" 9" 1 1 I — � 1 i ICr� I i ri— i--_____—M — — I _. L— — a I i I M I SUM I I- -------_ — I — — — —I I I I I i rM I CONTRACTORS SHALL VERIFY 1 1 j I ALL DOORS a WINDOWS I OPENINGS W/ MANUF. I (� I I I I �I I 5' 2' 0' I U IETI z IS 11,4, --6" 1 5'-4" 1 4'-6" 1 S-4" 32'-0" A' I le��l 0 E) E L E ' I d- M 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, Lua o D` 7 of-o<rr: w nzw� c�rr 0�4 a N www.GLEAssociates.com JUL 2 9 2OQ3 R. QUM NP.NER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional m Kf M�. 1. � .M LLJ iR Zft -..: �' K01-TER SIGNATURE HOUIES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772.468.4603 NO. REVISIONS D.ATI G,A6TLEPINE6 TOU.JNHOMES 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 S, ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. 8. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF. CENTER RANGE SPACE, 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE 5TANDA PLUMBING CODE ISS4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S,PF. 2 Flo -100 KEY MOTES 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. ELK VENT W/ SCREEN a FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P005 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES 1*011 LINEN W/ 5 SHELVES 17-012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD. RAILING 4 2' PICKET 0 5' O.G. P014 31-5.51-K (1 HRFIRE RATED WHERE REQUIRED) 10015 HEADER ABOVE P011 CABINET ABOVE POTS S' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 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 KO06 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 BRV'G WALL WO. STUDS m 12' O.G, 6002 51li WALL WD, STUDS a 16' O.C, PLAN ..,.-,.. 0 L" PLAN I I Man , �a ►_ 11 . r- LE 12W■I f I■ e19� BEDROOM�� ••.. �I y Gal I ` �� ��j r■��I�IIIIII MEN ' 1p 4=4 AREA CALCULATION "E" LIVW4 AREA A/C 1530 $a FT. C.ARAGE 230 ea. FT. COVERED ENTRY 30 sa FT. COVERED PATIO 115 Sa FT, TOTAL UNDER ROOF ISOD SO. FT - E A-2 AREA CALCULATION "C" LIVING AREA A/C 1653 €a FT. IST FLOOR 1000 SO. FT. 2ND FLOOR 663 sa FT. GARAGE 406 60. FT. COVERED ENTRY Be Sa FT. COVERED PATIO 16 SO -FT. TOTAL UNDER ROOF 2Ie5 5a RP, AREA CALCULATION "D" LIVNG AREA A/C 1841 SO. FT. IST FLOOR low 80. FT. 2ND FLOOR 154 SO. FT. GARAGE 254 SO. FT. COVERED ENTRY 61 ea FT. COVERED PATIO S0 SR FP. TOTAL UNDER ROOF 2252 SO. FT. D A-2 r # , AREA CALCULATION "C" LIVNG AREA A/C 1683 ea. Ff 15T FLOOR 1000 SO. Fr 2ND FLOOR 663 SO. P7': GARAGE 406 SO. F"I COVERED ENTRY 30 52 FI': COVERED PATIO 16 SO. FTT. TOTAL la•IDER ROOF 21S5 SO, F1', C A-2 �w AREA CALCULATION "'E" LIVNG AREA A/C 1530 Sm FT, GARAGE 230 SO. FT. COVERED ENTRY 30 SQ Ft. COVERED PATIO 115 SO, FT. TOTAL INDER ROOF 1505 sa FT. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTION$ REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE, CODES. a Q N cn ad n2 w o a a4, r l.J aox pq rn www. GLE Associates. com AA0002369 JUL--2- 3 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Gated By Registered Professional Em cm 0 v ca;s*xT: -a Lu w a 0 n x „.•, ca KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468A 703 FAX: 772.468.4603 N0. REVISIONS DATE OASTL PItN -S TOLLIM IOI ES J 0 B N 0. 03750-00107 I S S U E D A T E: 07/15/03 DRA01N BY: RNF CHECKED BY: QT SHEET TITLE FLOOR PLC W (h a KEY MOTES POOL 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 POO5 60 SQ.IN. 5LK. VENT W/ SCREEN w FLR. LEVEL POO6 42' KNEE WALL PO01 PLANT SHELF ABOVE POOs 1'-6' WALL POOS MIRRORED POIo PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT A SWITCH P013 1 1/2' X s' WD. RAILING 4 2' PICKET a 5' O.G. P014 GLS.BLK (I HRARE RATED WHERE REQUIRED) P015 HEADER ABOVE POI1 CABINET ABOVE Pels s' CEILING POlS TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MALE SHELF 5003 CULTURE MARBLE ROMAN TU5 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOU15LE WALL OVEN KO05 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 EOO6 WHIRLPOOL PUMP E001 CENTRAL VACUMN EOOs AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS w 12' O.C. S002 BRN'G WALL WD. STUDS w 16' Q.C. SCALE: 1/4 7)= 1 '-07, GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE, 4. SET HOTWATER HEATER AT FIN, FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE, 1 HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, 5. ALL BATHROOM FIXTURE OUTLETS TO BE $0" AFF OR AS PER 5UILDER SPECIFICATIONS. S, PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 6 5" A.F.F. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BEE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE IV34 ED 12. EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS 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 PIC =1000 AREA CALCULATION "E" LIVING AREA A/C 1530 SQ, FT. GARAGE 230 5a, FT, COVERED ENTRY 30 50, FT. COVERED PATIO 115 60. FT. TOTAL UNDER ROOF ieoE5 50. FT, 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. a J r. 0 ¢ O X z 012� 0 N www. CLE Associates. com 7 JUL 293 R, DONN TURNER DreAing Not Valid 'Unless Signed, Secled & Dated By Registered Professlonol Y m � go LL CN ai` n o CID i,EL a' KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE CASTLEPINES TOUNHIOMES ISSUE DATE: 07/15/03 DRAWN BY: RNF CHECKED BY: OT S H E E T T I T L E FLOOR PLAN S H E ET N 0. re w KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF 1=002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE F`003 VENTILATED VINYL WIRE SHELF P004 R-I1 INSULATION BETWEEN GARAGE AND A/C P005 60 SQJN. BL< VENT W/ SCREEN e FLR LEVEL P006 42' KNEE WALL 1=007 PLANT SHELF ABOVE P006 i'-&' WALL FOOS MIRRORED P010 PANTRY W/5 SHELVES 1=011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET a 5' O.C. P014 GLS.BLK. (I HRPIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01'1 CABINET ABOVE P018 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 50" KNEE SPACE 500T BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER 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 E00'l CENTRAL VACUMN E005 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS 0 12' O.C. 8002 BRN'G WALL WD. STUDS 9 16' O.C. GENERAL NOTES 1, ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR, LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. ro, 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. 5, ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFP OR AS PER BUILDER SPECIFICATIONS. 9, PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CL05ET5, LAVATORY, 5HOWERHEAD5, 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 5QFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 No =I000 AREA CALCULATION ))C" LIVING AREA A/C 1ro83 5Q. FT. I5T FLOOR loon 5Q. FT. 2ND FLOOR (o53 5Q. FT, GARAGE 40& 5Q. FT. COVERED ENTR)' 30 50, FT. COVERED PATIO T(o SQ, FT. 0 - R ■ A-2.3) SCALE: 1 /4"=1'-0" UL -U9t$TENANfWALL SEPARATION XU TEtd T SEPAR4TM WALL ASTMCpADE @ t-2,CLASSD-2UNITS UL U305 R4TED NO PENETRATIONS THIS WALL PROVIDL FU EA. BIDE .MAS. WALL FOR CONDUISHALL ELECTRICAL BOXES t� 13'-0" -3" 1 COVERED V4 CL 2-245H ECsMSS PATIO 6 � o � E003 LE Eva 60" $13D M I I I BEDROOM 22 I W4 CL'Cs I in 12'-0" 4" 00 13'-0" 2` I 4'-10' 3 -0 -4" BEDROOM #3 S'4 OL"Cs i 3'4" 3'-4" 6'-2" I i bbSWl' � =_ I � l•. P - fowl 'x' I T.H. T.B. 96 BATH 2 V4 CLYs/ T. I I ✓ � M1j •F CO P004 — E004 E00^� a, 1-4 LEV, .5' 13'-1" 1'-6" 4'-5" 8" 5'-8" r I I I o u' 1, Ilii2° b 0 N- O I GARAGE V4 CL°W 1 W/ A ASS 19 I ' SIDELITE GLASS O ro 2' c W N M _ 2'-0" i I V-10" 5' 8" - -I �l 4 1'- 26'-0" E E L C 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, a uulJ r. m K) Y] ad ,mod. T O 0 a c0 G � u> m 0 o a o W Z l -' ¢ o x o�< 0 N www.GLEAssociates.com AA0002369 /c ,c JuL29; R. DONN TURNER Drawing Not Valid Unless Signed, Sensed & Dated By Registered Professional UJI tul i WNW #r ' u .: ,y Ln CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772,46&4603 NO, REVISIONS DAT 1 ISSUE DATE: 07/15/03 DRAWN BY: RNF C H E C K E D B Y: �I S H E E T T I T L E FLOOR PLAN SHEET N0, m KEY NOTES POO1 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 POO5 60 SO.IN. ELK. VENT W/ SCREEN -m FLR. LEVEL POO& 42' KNEE WALL POO1 PLANT SHELF A50VE POOS 1'-6° WALL "009 MIRRORED POIO PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 5' WD, RAILING 4 2' PICKET 6 5' D.G, P014 GLS.BLK N HRFIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE POM CABINET ABOVE P015 S' CEILING POTS TEMPER. GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 6005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE 5001 PANG OF DRAWER 5ELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 GOOK TOP K006 DISHWASHER EOO1 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT EOO6 WHIRLPOOL PUMP EOO1 CENTRAL VACUMN E006 AIR HANDLER UNIT 5001 5RN'G WALL WD. STUDS 9 12' O.C. 5002 BRIG WALL WD. STUDS m 16' D.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 50' 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 1994 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SCPT, IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 443 OFF THE FLOOR. 13. OMITTED 14, LUMBER AND GRADE SHALL BE 5,P.F- 02 Plc =1000 AREA CALCULATION 99C" LIVING AREA A/C; IG83 SQ, FT. 15T FLOOR 1000 50. FT, 2ND FLOOR lo83 5Q. FT. GARAGE 40ro 5Q. FT, COVERED ENTRI' 30 5Q, FT. COVERED PATIO -Iro 5Q. FT, TOTAL UNDER ROOF 2195 5Q. FT. A-2.3) SCALE: 1/4 =1 ' 0" 0 I N 7" —11" —2" 11'-5"1 6'-2" 2'-6" I 6'-2" '-5"I 3'-2" 11 RO 3-r%v>4'1 `/4' RO.1522' X 91�' R'J•15Ui' X 99ya' R0.3"1'4'X1 l�4 2 268H &OWeW W/PAN 6000630 W/PAN 26SW 13'-0" 4" 12'-0" LIVING ROOM VAULTED CL'G r UL -U905 TENANT WALL E' ON 6 X S X ib CM TENANT SEPA TION WALL A°STM C-S0,laRADE N^2, CL D-2 iRd17 UL US05 2 HR RATED. NO TRATIONS I5 WALL PROVIDE DEL FURRING EA. SI E OF MAS L FOR CONDUIT AND SHALLOW ELEC ]CAL BO S VAULTED CL'G 0 I is 2 N I o it 112 DINING ROOM _ VAULTED CL'G 8'6 CL'G 8'6 L'rs ELEV. + 11'_4' 4" 5'-10" 4" 3' 6" 4" 11 2'- Pm]2 -11� P013 14�7CI I m I L P001 r- I —10' ' 8„ 4„ 6 �„ N �O Fi 36, Aim 10~MASTER BAH 0 CL Wm 10' cL'Grc,T. ELE + 5'41i2' I 1 1A 5'-8" 8" 1'-11" 4'-5" 2'-11" " 3' 5" P010 PKx -- t " RO.55' 30, 3 1 o � o KITCHEN VAULTED CL'G O 10'-0" 1 KO" BREAKERS VAULTED CL' 35e+4 351344 mi RO®54' X 0 IV®' ROe54' X I "v 0" S-2" 4'-6" 5' 0" 4 6" 2 6" r4 4 CD C A-2 E:)- L CA-2 2 NC) PLCX:)R FLAN 13'-0" S-3" 3'-3" 6'-2" S-4" 2'4' 6'-2" 4'-2" 2,-3„ M �g35SH COVERED PA 10 ass e' 2-245H EGRESS CL'CY o � 1 in E003 I 771 :Cs I I E W2 I M 60s0 1 BEDROOM ##2 9'4 CL°G 2_ I 4" 12'-0" "2'0'4„ o_ F II '� BEDROOM ##3 i II '3'y4 CL'G � ° I 4, 6„ 6'-2" S-4" S-C 3'- ' 0 4'-10' I" � -- 66 ° MAE rH / I a- P001 / IV, W II ,��pg to ° P001 rFi P2 y I4 2f g T N I I S' CL 31C.T, o \Qh g lfi 0 P004 Co '... 0 a� a J `z ,r Em05 E004 E EV, + 5_'-11112° P004 5'-8" 8" 4'-5" 1'-6" i 0W MTL. ARCH WH E a� ' aIDEL1TE 0 14' GLA-00 o GARAGE S'4 CL'G/ o I !Q , N o �y _ N 'yq e 001 Q 6Y 8 16010 OA. GARAC-S DOOR det co i OR OR I 6'-0" 2'-0" 16'-0" 11'-8" 26'-0" 1'- ARE REC MAY � soh E L C LNa SE PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO PLY WITH ALL APPLICABLE CODES, 0 DG 4 uj c o sQ�c°�°r, or—ovr; w o N z w Q p x z 0 0 N M www. GLEAssodci tes. corn AA0002369 ( � -2--, JUL 2 9 2003 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Doted 9y Registered Professional 1 1, CLIENT; KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, EL 34986 OFFICE: 772.468,4703 FAX: 772.468.4603 NO. REVISIONS DATE OASTLEPINES TOLLNHOMES KEY NOTES 1=001 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 ® FLR. LEVEL P006 42' KNEE WALL P001 PLANT 514ELF ABOVE 1-008 1'-6° WALL III MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 311 ATTIC ACCESS W/ LIGHT E SWITCH P013 1 1/2' X 8' WD. RAILING Q 2' PICKET w 5' O.C. P014 GLS.BLK (I HRPIRE RATED WHERE REQUIRED) P015 HEADER A50VE PI CABINET ABOVE PI 8' CEILING POI9 TEMPER. GLASS B001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE $001 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 6001 BRN'G WALL WD. STUDS * 12' O.C. 5002 BRN'G WALL WD. 5TUD5 w 16' O.C. GENERAL NOTES 1. 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 5E VENTED TO OUTSIDE - II ALL 5ATH ROOM FLOOR AND BASE 514ALL 5E IMPERVIOUS MATERIAL WHERE REQUIRED 5Y LOCAL 5UILDING CODE, 7. HVAC CONTRACTOR TO PROVIDE ELECTRICAL 5REAKER5 IN AIR HANDLER. 5, ALL BATHROOM FIXTURE OUTLETS TO 5E 80" AFF OR AS PER 5UILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL 5E HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL 5E INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND 51NK5 COMPLY WITH THE STANDAR PLUM5ING CODE 1994 ED 12, EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.7 SQ.FT, IN AREA. THE BOTTOM OF THE OPENING SHALL 5E NOT MORE THAN 44' OFF THE FLOOR. 13, OMITTED 14, LUM5ER AND GRADE SHALL 5EE S.P.F. *2 flo =1000 AREA CALCULATION "D" LIVING AREA A/C 1847 SQ, FT. 1ST FLOOR I093 SQ. FT. 2ND FLOOR 754 SQ, FT, GARAGE 254 5Q, FT, COVERED ENTRY (oI SQ. FT. COVERED PATIO w SQ_ FT. TOTAL UNDER ROOF 2252 SQ. FT. A-2.2) SCALE: 1/4"=1'-0" LG —V 2'-3" 8'-4" 5-9" 6'-2" 2'-11" FIXED GLASS RO-S I-1/2° X 61' 2-245H EGRESS o ^ co I D RO, 00 12' 0" 13'-0" o I 13'-0" ----------- o I 1'-6" 10'-6" I N — I 10'-4" LOFT 42` WALL 8'0 CLG 4" V 4„ 3'-8» 241 0„ t o I DN 4'-8" 6 -8' 3,-4„ CID OE e 11'ia 0 i ELE1. IL BATH 2 II 9'4 CL'G/C 2�61 81 5'-4" 4„ 3' 1 co 1 et - I I> ;� /4\� ��� aF`� — 42°�- `r BEDROOM #2 LOFT/BRM #3 V4 CL'G V4 CL'G ° c I 13'-0" 4" /C GHAS•'SS a c I �n q' 7° 4'-6" 8'-2 smOz 4, 6„ 3` 7„ QD 34SH EGRESS ROs54° X 65' 9'-5" 34SH EGRESS RO.54° X 650 12'-8" - 3'-11 " 26'-O" c :� d' ,J' D I 0 D E L L) —2 2 ND PL.00NR P'L 4N LU "U 13,-0" 13'-0" 3'-3» 3'-' E2 2-256H EGRESS N _ COVERED PATIO g 9'4 C.L'G M =o I a 2'-3" 8'-4" 1 2' 2" 8" 12'-0" CID w MASTER BRM VI FLAT CLG, _ I 0 _ � I E 1 EW N'G WALL — LIVING ROOM 2-STORY CL'G 2'-4" 3'-6" 2' " { \ \\F7a 16° PC T SHELF " F--HOTT. w 9'-4' a rn `L iS { { TOP o 11'-41 f I (FI o C4 N fled Ia WALL 4" 4'-2" cu 5' 10" T � I o ,n MASTER BATH - tl DI ING ROOM M I 2 STORY Cl-'Cs ib° P 7 SHELF �P011(--SOT 42'-,A4-p,\ T. ® V-4° BTOP 11'-4° 6"4'_ ' 2'-11" '-2" 4" '-8"" LINE rLr AMOV£-1 -1t POWD R 9'4 CL'G UP i R i EACH h 1 I M o art 4'-6" » " I I -8 9' 2„ E J ITCHEN O 4 CL'G - K3 o AU OW LOSE MIL P004 3 _ 6'-10" 4" 4'-6" I 0D t = I o i F01P r a I P4 I o BREAKFAST 9'4 LIO, - GARAGE CD 8' CL'G/ Awe, N i� 35SH { t E001 P013 d I � { I —� _ 8 0042 Pmtb 13'-0-w-I® O.H. DOOR I N 1171 CID THE; ARE REOI MAY COM 10'-0" 2' 10" 3` 4" W-0" 2'-0" 26'-0" m E PLANS AND ALL PROPOSED WORK )UBJECT TO ANY CORRECTIONS 11RED BY FIELD INSPECTORS THAT 3E NECESSARY IN ORDER TO )LY WITH ALL APPLICABLE CODES. 0 UJ o M , aD Q CN (0 06 �w o� t5�o�o n ¢ z 0 N www.GLEAssociates.com AA0002369 % 1 r R. QUINN TURNER Drawing Not \ratio Unless Signed, Seated & Dated By Registered Professional KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE CASTLEPINES TOWNHOME5 i . r ISSUE DA T E: 07/15/03 D R A WN B Y: RNF CHECKED BY: OT SHEET TITLE FLOOR S H E E T N 0. KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SO.IN. EtLK. VENT W/ SCREEN * FLR LEVEL PC06 42' KNEE WALL P001 PLANT SHELF A50VE P008 1'-6° WALL POOS MIRRORED P010 PANTRY W/ 5 SHELVES PCII LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCE56 W/ LIGHT t SWITCH P013 1 1/2, X S' WD. RAILING : 21 PICKET 0 5' O.C. P014 GL6SLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET A5OVE PCIB & CEILING POTS TEMPER. GLASS B001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMANTU5 15004 CULTURE MAR6LE SHOWER PAN 5C05 REGES6 SHOWER W/ CER. TILE WALL 5006 KNEE SPACE B001 SANG OF DRAWER BELOW K001 DOU5LE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN FOCI 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 6001 SRN'G WALL WD. STUDS -5 121 O.C. 6002 5RN'G WALL WD. STUDS ® 16" Q.G. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE --PER ENERGY CALCS, 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. le>. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REaUIRED 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. 9. PROVIDE: RECEPTACAL FOR MICRO/HOOD FAN 65" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED, Il, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE n-34 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.7 Sa 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 "E" LIVING AREA A/C 1530 5a. FT, GARAGE 230 SQ, FT. COVERED ENTRY 30 SQ, FT. COVERED PATIO 115 5Q. FT, TOTAL UNDER ROOF 1905 SQ. FT. A-2.4 % SCALE: 1/4 "=V-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, T• 4 0 m MLn O Q N p 00 �w o� d- Ox z 0 0 cv www.GLEAssociates.com AA0002369 R. QUIN" TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional r 0X �s Imo zcm j cn UJI y .k ,.. f CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK: TRACE PORT ST. L.UCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE ... 1M ` o CASTLE:PINES TOWNHOMES, I S S U E D A TE: fl7/15/03 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE PLAN FLOOR rwm m' T s T MODEL E MODEL C MODEL D MODEL. C MODEL E IGz 1-;•T eI' SALE= SGAL.E: I' EE L EE \/34T1N „9B. _ ®. MODEL C rx v ROD cevm m racier i fYriYr'" " r i�C71'�l T SCALE: r EEL.EE%/4TI N i c oF_ a m� Tb _.._ IWIN CI �, ■ ■ � . � LEFT BIDE I E I LEE\*/,4T11`1 On= Mt+oe Tye. mmasa >A Tr t/S , ® ', ® 9�. 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, ELEVATION PLAN A-3 SCALE:1/8"=V-0" > w � h � O m O a l o 06 < w o u w z w t ¢ax Z O S Q 0 n_ 0 c"I v www.GLEAssociates.com AA0002369 JUL 2 9 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional Lu ' z co men a t C.) i, wCL � � a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE C:A5TLr=PINE6 TOLUNHOMES JOB N0, 0379LM-00107 ISSUE DATE: 07/15/03 DRAWN BY: RNF C H E C K E D B Y: QT S H'E E T I T !_ E EXT ERIOR ELEVATION SHEET NO, A lw 3 WALL LEGEND TOP OF WALL @ 9'-4' A.F,F. TOP OF WALL @ 10'-0' 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. 'H Hafi- W 11= �/AD5B eA SIDE CF TRLW6 Frz*EAOLT®TO M,e7F WM2) 3/4' M5 THRU-BOLTS 04) led ES.. E9. FASTEN SIDE PLATE W/(2! 3/4' ME THRYeOLTS NOTE • 2. 'SeI SOM NOTE, TYPIDAL STRAP ANCHOR TO MASONRY (WO) Ib (10)110dE� MAX U . • DES EA STROP ALL HANGERS LUS26 U.O.N. 2nd PL_OOPP- FFZ4t-IINCs CLAN 4G 01. IA0 .. ,. _ W UPLIFT/CONNECTOR NAILING SCHEDULE SPAN CROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS A 450 TAPR216 4 8 550 TAPR216 4 C BOO TAPR216 5 D 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 BSTRAP NAILS EA. 0 550 RTP(i 4 2 STRAPSA/ H 620 TAPR216 4 I 2840 TAPR216 10 2 STRAPS W 10 NAILS EA. J 350 TAPR218 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 TAPR216 /0 Q 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure CSF®9a'Y Importance Factor (I ) 1.00 Basic Wild Speed (V) �125 mP Mean Roof H ht h .A8 ft �TluIng ype - n End/Corner Zone Width ( a )4.1t Roof Angle (0) - 23 deg int al Pres. CCosh. OCPf a 0.18 Design Output: amponen oaf Presser" I Pressures SF Effective Wind Area FT.} In eror (Zone 1 e hno Zone (Zme 2 + omer zweinteror (Zone 3 + Zone (Zone 4 + ItInd Zone (Zone 5 + 20 - - 3•T' ---m -5 50 - - - - 100 = — _ — —500 200 elm Q a #5 BAR T&B N #3 0 12" O.C. THRU—OUT z a z PRECAST LINTEL C4 ® CONC. FILL SOLID TO BOND BM COMPOSITE BEAM I v I LJ 1J E- L I- I"I LJ 1J L L l._, I"I LJ iJ L L .LJ ICI LJ lJ L L " l__, " 1"1 LJ 1J L L L TOP @ 11'-4' FLDOR TRUSS BTM. a 9'-4' FLOOR TRUSS AND LEDGER FDR JOIST -2X8 LEDGER WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. ■ a e . e ■ TOP [IF WALL @ 10'-0' A.F.F. WALLS 9 89E e.Rtw NIEM ZIZE ZDIE 2 Raw END ZOE WE 8 RW cow 2@E ZDIE a WALL WERIOR 2QE Z01E B VALL En ZBE • ENO emm ZRE WHITH u� HIP RO®FS � 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 i R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Sti $ ` Lij s _ rnh rA ` `. LU 0 j Lu CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 6 CASTLEPINES TOUNHOMES J 0 B N 0. - 11 ISSUE DATE:: 07/15/03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE TRUSS F1 S H E E T N O. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS OA 450 TAPR216 4 Cg 550 TAPR216 4 nC `p 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 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. nj `K 350 TAPR216 4 1500 TAPR216 10 L 870 TAPR216 6 M 400 TAPR216 4 O 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. O 1440 TAPR216 10 Q 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure Category =13 Importance Factor ( 1 -1.00 Basic Wind Speed ( V =125 mPt Mean Roof Hei ht h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4=ft Roof Angle (H) = 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 -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 -69 43 -47 43 -53 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 21 -42 21 -68 21 -68 3 -42 38 -42 1000 - - - - - LJ Q Q az z LJ No #5 BAR T&B #3 @ 12" O.C. TNRU-OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 20'—B' A,F,F, FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE " 1. 'HUGHES' IUWUC W/A055 EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4' MB TNRU-BOLTS I/2° BOLT TO MAS, E.S. (14) l0d E.5. FASTEN SIDE PLATE W/(2) 3/4" MB TNRU-BOLTS NOTE "2. 'SEMCO' SGP2 NOTE, TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCO TAPR216 (10) 10d E,6. MAX UL. = 1305 EA, STRAP ALL HANGERS LUS26 U.O.N, TOP @ IV-4' FOR JOIST RX8 LEDGER 8° BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE. 3/4'=1'C' WALL LEGEND FTOP OF WALL @ 9'-4" A.F,F, R R R R R R TOP OF WALL @ 10'-0' A.F.F. n, s LS e In ZONE D ROS INTU" ZOE Z(ME 0 MW END 3W ZOE 3 ROT aNER ZONE ZDNE M WALL INTERN ZOE IUD ZOE 5 WALL END ZOE a ROF ANGLE ° ENDyLOfEN ZOE WIDTH III h GABLE HIP ROOFS I A m I � I i i� N R Im a i N 16 1)24"O EA, STRAP 1 U \ \ \ A8 all \ \C \J CJ 1 3K / (IJ co \ � \ n �.0 7 / \ e a \ ' � I J FG3 NUC3NES" USE 12 MEMBER) PROVIDE (2J 3/4" EXP BOLTS INTO FILLED MAs cELLs MAX UL - 692(D U TAPR 216 a 24" O.C. (10) 10d EA. STRAP NOTE " 2 L J L L L J J NOTE L -1L NOT #I LEG F01 OWN C -P f� 9' 4" BE RING 7 \ \ U C4 11 HGUS J5K CJ3K ' \ — N TE u C V CA V20 1 '-1 1/ V1 J L J L J L J L J L L J L J L _ - oi D2 2-PLY D1 A O � J3D � U 1_I At4 HI DEL '/ E // 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 UUl J ` la7 o v m M 'd Z N J a0 W ¢ r 1n rgw ono n Q z d z oaw 0 N www.GL'Associates.corn AA0002369 - UL 2 9 2003 R. OUIW: TURNCR Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional x t KOLTER SIGNATURE HOMES 2160 1'4W RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0, REVISIONS DATE I S S U E D A TE: 07/15/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN S H E E T N 0.. �w; TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8' BLOCK BEARING MALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 314'=1'0' WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F.F. .. ■ .. x TOP OF WALL @ 10'-0' A.F.F. h & NW e �! II ♦ J C I'I ll Ff f I +r 'li C /HIP ROOFS UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS O450 TAPR216 4 88 550 TAPR216 4 OC 800 TAPR216 5 D 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. E 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 02840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. 1 350 TAPR216 4 K 1500 TAPR216 10 E870 TAPR216 6 M 400 TAPR216 4 NE 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 xposure Category = Importance Factor { I =1.00 Basic Wind Speed ( V =125 mp Mean Roof Height h =18 ft Building Type = Enclosed End/Corner Zone Width ( a )4�t Roof Angie (o) = 23 deg Internal Pres. Coeff. GCpi) = 0.18 Design Output: Component Roof Pressures PSF) Wall Pressures PSF Effective Wind Area SOFT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - Corner Zon (Zone 3 + - eInterior Zoe (Zone 4 + - End Zone ((Zone 5 + - 10 2 -46 29 -97 29 -97 51 -55 1 -68 20 27 -45 27 -89 27 -89 48 -53 48 -6 50 23 -43 3 -77 3 -77 45 -50 5 -57 100 21 -42 21 -6 21 -68 43 -47 43 -53 200 21 -42 21 -6 21 w-- 41 -45 41 500 21 -42 21 -68 21 -68 38 -42 38 JE 1000 - - - - #5 BAR T&B #3 @ 12" O.C. THRU-OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM WALL LEGEND 0 TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 20'-8' A,F,F, .� FLAT CEILING @ 10'-0' A.F.F. 25/12 CATHEDRAL CEILING NOTE: NOTE " I. 'HUGHES' it W/ADSB EA, SIDE OF TRUSS ppASTEN BASE PLATE W/(2) 3/4' ME,THRU-BOLTS I/2' BOLT TO MAS, ES, (14) IOd E.5. FASTEN SIDE PLATE W/(2) 3/4' MB THRU-BOLTS NOTE •2. 'SEMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) 10,P E.S. MAX UL. = 1355 EA STRAP ALL HANGERS LUS26 U.O.N. L0 -U 13'-4" LL TOP OF 13M. a 11-4' 8X 4 CONCRETE BEAM BTM, @ 9'-4' x x x �D x m d (U 00 x x x x x x x 24' DUCT CHASE x x x x x n x 2X8 LEDGER TOP @ 11'-0 1/2 x x x x x x \� x x x DBL, 2X8 LEDGER T❑P 11'—x xxxD 0112' El x AC" kS _9 x x FL 2 x x x CU J x x x D x x x x x x x x x v L� L n! x zi x 8124 CONCRETE BEAM BTM. @ 9'-4' °.t i 0 i 1� EEEEE C„ 2NL7 FLC701R fZIRAMINCs PLAN C A-4 D ALL PROPOSED WORK ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 Uj0 0 © p n . o d 00 O O W N it O x a o � < 0 www. GLEAssocictes. com AA0002369 R. QUINN iJRKER Drawing Not Valid Ucleos Signed, Scaled & Doted By Registered Professional Uj r.;.. Y *. YpM Uj 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 ISSUE DATE: 07/15/03 D R A W N 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. 2' FOR JOIST TOP @ 11'-4' EXB LEDGER FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS ®• ELM LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F.F. . • ■ . ■. ■_I TOP OF WALL @ 10'-0' A,F,F. " iwda IP ROOFS Z an UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS OA 450 TAPR216 4 A 550 TAPR216 4 OC 800 TAPR216 5 p 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. O 550 RTPOA816 4 2 STRAPS W/ 6 NAILS EA. N 620 TAPR216 4 O 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 td 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 a egory = Importance Factor (I =1.00 Basic Wind Speed ( V ) =125 mp Mean Roof Height h =18 ft Building Type = Enclose End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Effective Wind Area SO.FT. of Pressures (PSF) Well Pressures PSF Interior Zoe (Zone 1) + End Zone (Zone 2 + Corner Zoneinterior (Zone 3) + Zoe (Zone 4 + End Zone (Zone 5 + 1029 -46 29 1 -97 29 -97 51 -55 51 -68 20 27 -45 27 -89 27 -89 48 -53 48 -63 50 2 -43 2 -77 23 -77 45 -50 45 -57 100 21 -42 21 -68 21 -68 43 -47 43 -53 200 2 - 1 21 -68 41 41 -48 500 21 -42 2i J 21 -68 38 -42 38 -42 1000 - - - - COMPOSITE BEAM BAR T&B @ 12" O.C. THRU-OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A,F.F, L\ 2.5/12 CATHEDRAL CEILING NOTE: NOTE " I, 'HUGHE5' WILIC W/AD55 EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4' M5 THRU-15OLT5 1/2' BOLT TO MA5. ES. 64) 10d E.S. FASTEN SIDE PLATE W/(2) 3/4' M5 THRU-BOLTS NOTE • 2. '5EMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR21& (10) 10d E.5. MAX U.L. - DS5 EA, STRAP ALL HANGERS LUS26 U.O.N. 1N L� TOP OF BM- + 11-4' 8X24 CONCRETE BEAM BTM. @ 9'- " ®A N X X X X �10 U X X � a vcu X X X X X x x X 24' DUCT CHASE X X 3 X X u-1 X X —DBL. 2X8 LEDGER TOP @ 11'-0 ' L X X X X X Gj X BL, 8 LEDGER TOP @ 11'-0 1/2' X x �Q FLe x x x ODD SPACE x x x x x x K x _ CU x a J x x x x x x x J U d x X x x OJ K x ° r t x K " 2' x 8X24 CONCRETE BEAM BTM. @ 9'-4' I 0 I 1� InDEL "C" 2NC3 FLOOR PR4rWINCm PLAN vn •.r-s• _ ..LL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 1 COMPLY WITH ALL APPLICABLE CODES, Uja O a o Q V � p ci3 W O H O 0 Y z ce = o 0 w 0 N M www. GLEAssociates. com AA0002369 ja, 2-9 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional i. �. �, c: ii. i CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.46 8.4703 FAX: 772.468.4603 NO. REVISIONS DATE Rai I S S U E D A TE: 07/15/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. 7 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL N0. OF 10d NAILS REMARKS A 450 TAPR216 4 B 550 TAPR216 4 C 800 TAPR216 5 p 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. G 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 I -2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. J 350 TAPR216 4 K 1500 TAPR216 10 L 870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 Q 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure Ca egary = Importance Factor (I =1.00 Basic Wind Speed (V 3 =i 25 mp Mean Roof Height utiding Type = nc ose End/Corner Zone Wdth ( a )4dt Roof Angie (©) = 23 deg P = 0.18 Design Output: Component Roof Pressures P Wall Pressures PSF Effective III Area SOFT. Interior Zoe (Zone 1) + n one (Zone 2 + Comer Zo ((Zone 3 + Interior Zo (Zone 4 + ® nd one (Zone 5 + -89 48 - 3 4 -6- 7 -7 4 - 0 A - 1 t-4527-8 41 -481 -68 1 -6 -4- 5 BAR T&B 3 @ 12" O.C. THRU-OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM WALL LEGEND 0 TOP OF WALL @ 9'-4' A.F',F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 20'-8' A,F,F. FLAT CEILING @ 10'-0' A,F,F. 25/12 CATHEDRAL CEILING NOTE: NOTE " 1. 'PUGNES' WWUC W/ADSB EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4' MB TNRU-BOLT5/2' BOLi' TO MA. E.S. (14) Oct1ES. FASTEN SIDE PLATE W/(2) 3/4' MIS TNRI-BOLTS NOTE "2, 'BEMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) 106 ES. MAX U.L. = 13$5 EA. STRAP ALL HANGERS LUS26 U.O.N. WALL LEGEND ❑� TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0" A,F,F, WALLS h 5 6" 1D ZONE 11 ROOF INTERIOR ZONE Q ZONE 21 ROOF END ZONE (2) ZONE 31 ROOF CORNER ZONE Q ZONE 41 WALL INTERIOR ZONE Q ZONE 51 WALL END ZONE e ROOF ANGLE a END/CORNER ZONE WIDTH 13,-0" 13'-0" wv N 0 TF6 4" 413 16' EEP FLAT RD, 8X2 x x % x a % x b X x p x x W X X % x x X X x FL22 % X % x x X FL21 x x X x x X X D5L 2X8 LEDGAR ANCHORED TO MAS W IN CONG FILLED CELLS WIT14 518° RED H AD 1 x x WEDGE BOLTS AT 12' O.O. STAGGER TOP AND BOTTOM N x X x x UJ55860, MIN EMBD ® 2-3/4' INTO MAS BFN'G WALL ro 1/2 X KX —DEL x x BELOW % x% x X x x 4'-2" X X x X FL19 X % X FL18 ; x x % x M FL17 % L N x x x x x x x x x x G� a x x x m Ln x x x x x x L FG3 x X r x x x x DBL, 2X8 LEDGER TOP @ 11'-0 11 x X -9 x 240 DUCT CHASE u x KX X x x x x X n x Kx x x R) r X x x X c-1 L, 8 LEDGER TOP @ 11' tl� 1 2" X FL13 I F G 2 1 M F1 D E L "❑" .ZN[a FLG�R FP'X.41`71NCs F�'6.Ah( u if.JG rLAryJ ANu ALL rrvrvo:w rrunn ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 Ujm o m ed 4 N so of-o�r� O W N Z w ¢zx z x a O (L co M www.GLEAssoclotes.com AA0002369 U U L 2 9 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional i[ r �v x' ^'a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.46 8.4703 FAX: 772.468.4603 NO. REVISIONS DATE ► ' ✓/ GASTL.Ef=INES TOWNI4G>i'T S I S SU E D A TE: 07/15/03 D R A IN B Y: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN S H E: E T N 0, WALL LEGEND 0 TOP OF WALL @ 9'-4" A,F,F, TOP OF WALL @ 10'-0" A.F.F. OWZZi NM TOP OF WALL @ 20'-B" A,F,F, FLAT CEILING @ 10'-0" A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE " I, 'HUGHES' WWUC W/ADSB EA. BIDE OF TRU56 FASTEN BASE PLATE Li 3/4' MB THRU-BOLTS I/2' BOLT TO MAS. E.S. (14) 10d E.S. FASTEN SIDE PLATE 111 3/4' MB THRU-BOLTS NOTE " 2, '5EI"ICO' e6i NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) I0d ES, MAX U.L. = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP @ 11'-4' FOR JOIST 2X8 LEDGER H° BLOCK BEARING WALL FLOOR TRUSS B"i @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4°=1'H' WALL LEGEND 0 TOP OF WALL @ 9'-4' A,F,F, . ■ ■ ■ .. TOP OF WALL @ 10'-0' AF,F. /SHIP ROOFS w-s WLLS h ME I. M IRIERNR ZONE ZRE 0 Fiff ENO ZRE ZRE 33 RMF CUM ZRE ERE A WALL WIEM ME ZOAE 5, WALL ENO ERE e KT ANGLE a END/aNNER ZRE MOTH UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO, OF GROUP UPLIFT MODEL 10d NAILS REMARKS OA 450 TAPR216 4 B 550 TAPR216 4 �C 800 TAPR216 5 np \E 1100 TAPR216 9 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA, 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 a 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. { 1 ' 350 TAPR216 4 K 1500 TAPR216 10 OL 870 TAPR216 6 M 400 TAPR216 4 NN 3220 TAPR216 14 2 STRAPS W/ / 14 NAILS EA. 0 1440 TAPR216 10 Q 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category =13 Importance Factor ( I =1.00 Basic Wind Speed ( V 3 =125 mp Mean Roof Height h 18 ft uilding Type Enclosed End/Corner Zone Width ( a )41t Roof Angle (0) = 23 deg Internal Pries. Coeff. ( GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SOFT. Interior Za (Zone 1) + - a End Zone (Zone 2) + - Corner Za (Zone 3 + elnterior Zoe ((Zone 4 + - End one (Zone 5 + - 10 29 -46 29 -97 29 -97 51 1 -55 51 -68 20 27 -45 2 -89 27 - 9 48 -5 8 -63 50 23 -43 2 -77 2 - 7 5 -50 5 - 57 100 21 -42 2 -68 2 - 8 43 -47 43 -5 200 1 -42 21 -68 21 - 8 41 -45 41 -48 500 21 -42 21 -58 21 -681 38 -42 38 -42 1000 - - w 0 Q 0: Q o � Q COMPOSITE BEAM BAR T&B @ 12" O.C. THRU-OUT ECAST LINTEL INC. FILL SOLID TO BOND BM 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 Uj7 P�a d��� osl� 6 N www. GLEAssociates.com JUL 29M3 R. QUINN 1URNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional sy R 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 ISSUE DATE: 07/15/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N O. F�cAat ccrtc. COL. BY $U®-CONT. 2 ° 5 STRUCT. STEEL EARS VERT, TIED TO FOOTM6 PAD FILLED HALF COL. UNERE SHOW (NON STRUCTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC, TO ARCHITECT AND BUILDER FOR APPROVAL. FINISHED CLG 1/2' GW5 2x STUDS 24' O.G. A.H.U. 5/6' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER m 3 LOC. TOP 4 50T. 2x 4 STUDS w 24' O.C. 4- Ibd NAILS PER CONNEC, FINISHED FLOOR NOTE: SREEETIRN A//C AIR. ILLAN FOR LOC OF DUCT$ 1" x 3' PRESS. TREATED EXTERIOR WINDOW 5UCK5 APPLIED TO EXT. MAS. W/ Ote X 1 1/2' 5M 6' O.C.. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF, $PECIFICATIONS. 8' x 16' GONG, BEAM BLOCK 8' x 16' CONC. BEAM BLOCK 8' x 12' CONC. COL. W/ (4) (S 4 03 TIES 0 12' O.C. (1) S BAR VERT. FACE OF STUD OR 51.15STRATE WD BASE- SEE FINISH SCH — (SASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOU5 SEALANT UJALL DETAIL STUCCO SEALANT ANCHOR TO MASONRY WITH (3)'m' R.H. WEL 1/4' STE SIDE AND BOTTOM THR I BOLT WITH (2) 1/2' . BOLTS TO GIRDER TRUSSES IFY WITH BUSS MFG. T*'rF, ANCN®i;;;� FOS fi ATIC CORDER TfRU55 TO t�1650NFi' FIE$ (FILL BLOCK COL'S SOLID WITH CONC.) FILLED CELL W/ (I) "5 ,,. EA SIDE JAMB (TYP) STUCCO ' 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 EM5D 1 1/2' PULLOUT 4100 1=$1 SHEAR 5000 PSI FIRST ANCHOR 12" A50 F.F. MAX SPACING STWN ANCHORS 36' ANCHOR DOOR JAMB TO SUCK WITH (2) #10, 1' FROM EACH END, 24' O.G. FILLED CELL W/ (1) 05 EA SIDE JAMB (TYP) I' X 4' PT WO $LOCKING WOOD TRIM 2' X Co' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR T DOORS AND 4 ANCH PER JAMB FOR 8' DOORS 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCI65OR TRUSS 2' X 4' OVER DROP GA5LE FOR OVERHANG OVER 8' �2 2' X 4' RA RUN ® 6'-0' O.C. 2' 2' X 6' P.T. I/2' REDHEAD 48` O.U. TYPICAL 2 X 8(6) VERT STUDS AT 16' OC PROVIDE D5L TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X I6 BOND SEAM CONC FILLED WITH (1) N 5 CONT REFER TO SHEET A-1 FOR ROOOF NOTES X 8 FASCIA X 6' VERT. a 24' O.C. GA5LE END TRUSS MTL. STRAP ® 24' O.C. 1/2' EXT. GRADE PLYWOOD ELEV. 20'-5' GIRDER TRJ55 EACH SIDE OF Box OUT 2 X FRAMING $TUF•I PROVIDE 5/8' EXT GR PLYWOOD WITH PAPER SACK WIRE LATH OVER AND 5/6' STUCCO FACING ELEV. iro'-4" STRAP EACH TRUSS TO D5L TOP PL OR ALIGNED VERT STUD ANCH WITH (8) 10d GALV COM STRAP EACH VERT STUD (8) 106 GALV COM EA STRAP TOP AND BOT EACH VERT STUD NOT ALIGNED WITH TRUSS A50 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 HILTI SDM-12-536 PIN (METRO DADE PROD APP NO 9m-1208MSS) PROVIDE (2) PINS 5TWN EACH STUD 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. 'f31JINN TURN.R Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional we LLI cq p0 Mama 3 03 cl�e a LuA. 0 CLIENT: KOLTER SIGNATURE HD\\ ES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 u J 0 B N0. 03750-00107 1 S S U E DATE; 07/15/03 DRAWN BY; RNF CHECKED BY: QT DATE SHEET TITLE D 4 SU S H E E T hd 0. AM MIA CONCRETE SEEL INTEL'CASSC� FOR REINFORCIN AND FILLING, IF F CONCRETE BLOCK WALL FILL WOWSR JAMBS W/ CONC GYPSUM WALLBOARD MIN. R-11 INSULATION (IF APPLICABLE) zOVIDE SEMCO RTPGA830 GALV. MTL R@ICANE STRAP AT EACH STUD 4 TO CONT. CANT BLOCK WKS) I6d 4 TO TRUSS W/(6) 8d NAILS. STRAP WRAP TOP CHORD OF TRU55 AND 4 WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT 51-OCK--- TRUSS BOTTOM CHORD---' BOND DM BEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS m 12' O.C. TYP WINDOW OR OPEN'Ca 6 4 ON FLAT m 24" O.C. TYP 5/8' COX PLYWO. NAIL'D W/ Sd NAILS e 6' O.C. TO FORM RADIUS Or AR 8x COL OR FILL'D CES,.L EA. SIDE OF OPEN'G EE PLAN TYPICAL MA50NAP-Y BOND BEAM BOTTOM OF _-' NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) CEILING INSULATION (IF APPLICABLE) TRUSS 50TTOM CHORD (2) 2 X ro CONTINUOUS TOP PLATE 5/a* EXP I PLYWD SHEATH'G W/8d m 6' O.C. EDGE 4 FIELD 4' O.G. m CRNR5 PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRU58 FASTEN TO TRU55 W/(8) 10d NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND 50T. FASTEN WITH (8)106 NAILS 2 X 6 WD STUDS m+ 16' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER 50. FT. P91 T&ONTINUOUS <NEEWALL DETAIL CONC. TIE BEAM PROVIDE 'SEMCO' TAP32 (EM5Ep MENT 8' MIN.) w/ (12) I6d NAILS TO TOP PLATE PROVIDE 'SEMCO' TPP6 w/ (8) ad NAILS (4 EACH SIDE) 2x6 WO. FRAME WALL (STUDS a 16' O.G.) 2x6 PLATE O STURE BARRIER 1/2' ANCHOR BOLTS e 24' O.C. MAX. (EMBEDMENT 3' MIN.) w/ 'SEMCO' A5PW3 3x3x 1/4' WASHER 8x8 CONC. FILLED CELL w/ (1) 05 RsVERT. CONT. TYPICAL CONC. BLOCK WALL IIGH RI5 METAL LATH MEN VENTS a S' OC E PLATE NON 5EARING INTERIOR WALLS 3 5/5' OR 6' GALV METAL STUDS m 24' Or, 1/2' GYP WALL BOARD EACH 511DE R-II/R-IS BATT INSUL WHERE INDICATED ON PLANS WALL SECTION A2---" SEMCO TPP(X) 'U' STRAP WITH (3) Sid COM EA. SIDE (TYf FASTEN TO STUD IF EXISTS, OTHERWISE, WRAP AROUND TOP PLATE TOP PLATE ANCHOR AT EACH STUD — 50HED. AMOVE SEMCO RTP 15624 WITH (6) I6d COM E.E. WOOD HEADER (DIMENSIONS VARY) SEMCO RTP IM24 WITH (1) I6d COM E.E. ® EA, STUD STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE 2 X F.S. 2 X WOOD STUDS m 16' O.G. 5/6' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X'1' LONG HOR KWIK-50LTE m 48' O.G. OR 70P PLATE ANC14 AT EACH STUD 311 X 300 SST/REDHEAD MUD SILL POWER FASTENERS 4`i524 SDC e /S IN WALL D TAILS PRE-FAB WD. TRUSS FIRM, TRUSS MANUF'D.SPACE e24' O.0 2 X TRUSS 5RACING ATTACHIV TO TOP OF SOT. CHORD W/ e2) I6d NAILS PER TRUSS. PROVIDE SEMCO TAPR216 GAL HURR. STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (6) NAILS AND FASTENED TO T.B. W/ 3 <WICK - CON ii 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MA5 BOND BM TYP. S' CMU. WALL ALT, TRU,55 5TSRA EDGE NAILING INTERMEDIATE NAILING > SOUNDRY NAILING + CORNER NAILING ROOF FLOOR Sd m 6' O.C. I@d m 6' O.C. Sd m 6' O.C. 10d m 10, O.G.. ad m 4' O.G. 10d m 4' O.C. ad 4' O.C. NO NAILINGs &G�4DUL 12 5.5 PRECAST LINTEL BPS, TYPICAL INTERIOR WALL FINISH ON CONC BLOCK. 1/2' GYP WALL 50ARG I X 2 PT WOOD FURRIN 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL, REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMS PET A I L — T�Tf=' JA1"1 SCALE: 1 1/2' ELEV.10'-I' RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCON5CREW5 AT 24' O.C. MAX 1 X 3 PT NAILER 4T THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLYWITH ALL APPLICABLE CODES, 0 o: 7 to Qcl� D ,j Q: tD W O o M = w m z w a d ul- MJX „W JUt 2 6_2003 R. QUINN TURNER Erowing Not Valid Unless Signed, Sealed & Qatari By Registered Professional C P ' .:< c+. UJ ,..cz•uj et9 .tea CL •ad fl` \/ X Lu Im 'LILA° KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE J 0 B N 0. 1 I S S U E D A TE: 07/15/03 D R A WN B Y: RNF CHECKED BY: QT METAL TRUSS ANCHORS EA. END EA. TRUSS R-19 INSULATION MIN, TYPICAL INTERIOR CEILING CONSTRUC 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 INTERIOR 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES 8' C,C, HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 112' 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 RCIOF 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 EA OF 20'-8" AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONIC BLOCK REINF WITH #5 VERT IN CONIC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR• iur w 10,-8s BEAM AS SCHEDULED CEILING HEIGHT A +9'-4' AS SCHEDULED TYPICAL TIE BEAM CONSTRUCTION 8'X16' POURED CONC TIE BEAM W/ (2) #5 REBAR TOP (2) #5 REBAR BOTTOM CONT #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, RAISED STUCCO BAND SEE ELEVATIONS "— GRADE VARIES TYPICAL SLAB CONSTRUCTION n i^ 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 5TOR"r T1T'PICAL WALL SECTION (END) UJALL SECTION USED ON "C" 8 "D" MODELS 2'x8' WD• HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM x 2'Xi2' 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 Off 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 TIi M►IX1: WOOD PICKETS SPAC TO REJECT 4' OBJEC INTERIOR STAIR DETAILS USED ON "C" 4 "D" MODELS 1X8 SKIRT METAL TRUSS ANCHORS EA, END EA, TRUSS R-19 INSULATION MIN• TYPICAL INTERIOR CEILINC 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES CONSTRUCTION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 112' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24" DC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES —OF WALL ANDEATT8P AFFTOP SEEPLANS AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS+ 5/8' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM, SCREEN VENTS @ 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 ❑VER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION So 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, SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELE V,0' . 1 HOUR FIRE RATED PLYWOOD PYRO-GUARD 4' FROM PARTY WALL EACH SIDE MIN 8'X12' POURED CONC TIE BEAM W/ (2) #5 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 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH 0lz�- - - - = RAKE BEAM XXXI )m x > TOP OF BEAMS zm-o° BOND BEAM W/ (1) #5 CONTAS SCHEDULED TYPICAL INT, BLK WALL CONSTRUCTION ULTTEST NO, U905 BOND BEAM W/ (1) #5 CONT, @ +6'-1' TYPICAL INT, BLK WALL CONSTRUCTION _ 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, ELEV,B'• � D-LecJ ,zO ~ O �t o co z 1u Q z: < ®r, www, GLEAssociates. corn \'. - --JUL 2S R, QUINN TURNER 2—:1 Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional I Cn HEDULED CD I e Lus� mLu"�o —_ - '" . ,� • GRADE VARIES = i TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER FOOTING SIZES AND STEEL INFORMATION, 4" CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER — CHEMICALLY TREATED SOIL CHEMICALLY TREATED SOIL CLIENT: COMPACTED TO 2500 PSF MIN COMPACTED TO 2500 PSF MIN KOLTER SIGNATURE HOMES OR FIBER MESH OR FIBER MESH 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.46 8.4703 15TOR1' TYFICAL WALL SECTION (END) TYPICAL PARTY WALL (I'iIDDLE) FAX: 772,468.4603 NO, REVISIONS DATE LU,4LL SECTION USED ON "A" 8 'Es MODELS LUALL SECTION USED ON (A, C, D, E, G, 4 H) MODELS 1 4 SPAN#5@6'❑,C,, (D #5 REBAR NOSING TYP. 11" 24' AND TIE 1• • #5 REBN #5 6'BOTTOM EQUALLY SPACED #4 REBAR @ 10, O,C, TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL 44' X 44' X 12' CONIC, COMPACTED TO 2500 PSF MIN STAIR PAD W/ (5) OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS USED ON "C" MODELS EXPANSION STRIP PANEL ANCHOR SEALANT SPACER GLASS BLOCK 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 BL❑CK SHALL BE INSTALLIE-b WITH HOT DIPPED GALV. STL. REINF• IN H❑RZ,JOINTS, EXTENDING FR❑M END T❑ END. MAX SPACING 16" C/C VERT, REING SHALL C❑NSIST ❑F C2) PARALLEL, L❑NGITUDINAL H❑T DIPPED GALV• STEEL WIRES <9) GA ❑R WWIRES AT 8" ❑.C• MAX, USE TYPE S MORTAR GLASS BLCICK SHALL CONFORM T❑ S•F.B•C, 2704.10 TYP. GcLASS BLOCK DETAIL N.T.S. ELECTRICAL PANEL - B INMEN m 0 10113MO M . - i MEMO ON LOAD CALCULATION A/C o 100 9R 15 KW$ FIRST 10 KWS, a 100% — 100 KWS REMAINDER 0 40% IL9 KW5 412-115. 29.1 X A. II.S TOTAL 2SA Kitts 28A KWS X 1000 = 122 AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1663 SCIPPT. X 3 WTS/SQFT. 1020 • 5Ja KWS — CE-0- � � ■ om MBA: - m® omo © vo m -v®m M m 10=00110MMEMOmm ; om m 01o:m�..��� . :o oom. Mom: El ... �... LOAD CALCULATION A/C a 100 % 15 KWS FIRST 10 KWS. a 100% _ 10.0 KRIS REMAINDER . 400% 10.1 KIM 46.1 - 20 . 26.1 X.4. 10.1 TOTAL 252 KWS 31A KWS X 1000 Ile AMPS 240 PROVIDE: 150 _ AMP$. SERVICE GENERAL LIGHTING CALCULATION 14m eQFT. X 3 WTe/$GIFT. 45 KW6 woo i„1®DEL E ELECTRICAL LEGEND -� SURFACE MOUNTED LIGHT C��1 eREA%ER PANEL WALL MOUNTED LICI 1� f OJ ELECTRIC METER ® RECESSED HIM HAT 0.1 IWN DISCSI ECT PANEL FOj RECESSED VAPOR PRDOF LIGHT VP J Q.1 DEDICATED DISCONNECT PANEL 0 SUOFACE MO%ITED FLUORESCENT FIXTURE -� ROUTED WIRE El ---I -d TELEPHDNE JALN RECESSELEO F1.10RESCENT FIXTIWE �'il F 1 TELEVISION JACK ®l a D TEAT LAND/ E%MAIKT FAN COMBINATION ,—, -L) [j ROOD LIGHT INTERCD I CD J TTOi m SECURITY SYSTEM EXHAUST FAN Cm"ES V V TRACK LIGHTING FIXTURE OT TIERHOITAT H SWrttH TIER RELY 3 WAY SWITCH sR10;E DETECTOR A WAY SWITCH ��YY GARAM DOOR KEENER ya ➢1MNER SWITCH -0 PUSH WTTON-GARAGE OR OPENER FAN H3 PUSH WTTO WAGE ➢R OPENER �PAD➢LE YY TIME SWITCH wS WEATHER PROD' SWITCH DUADW E% RECEPTACLE e' DE➢ICATED RECEPTACLE gg RECEPTACLE "Pl FLOmf DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE Owli Y,,TNER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE Q�g QOS1D FMaT INTERRUPTER RECEPTACLE f MODEL D ELECTRICAL RISER DIAGRAM (N.T.S.) (TMCAL) T?ll ACcar A to] i oil SCALE: 1 /8"=1 '-0" ELECTRICAL PANEL ME I MEN 1 ME IN mm o�mm . o Elmo � �m IN MEN MOMIMM! IN mm ME in ME���© ME MM ME MOMMIMME ME MEN MMMMMI ON �O M1 IN ` M I LOAD CALCULATION A/C s 100 % 15 KW FIRST 10 KWS. s 1007 _ 10.0 K LI5 REMAINDER • 40% 122 KW6 41,5 - 115 . 303 X .4 . 122 TOTAL 231 KWS 201 KW$ X loco . 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SQFT. X 3 WPS/SQFT, loco SA KW$ — IN THESE PLANS AND ALL PAOPOtEb WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 J � M m M M ozi Q N LO L00 LO W p O � O t 0 w 11% N Z W AO z o a 0 www.GLEAssociates.com V(/-, JUL 2 9 2003 R. QUINN TURr1ER Drawing Not Valid Unless Signed, Sealed & Dated 8y Registered Professional im", uj ;., ` _,.. cm LLI ,,. L K; -' 0 f +M uj ` , CL co KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772,468.4603 IOU E5UILDING '30 CASTLEF'INES TOUNNOMES i ISSUE DATE: 07/15/03 (DD RR A W L B Y: RNI C H E C K E D B Y: QT I �® ii 1 _ .... • _ ®®�� Imm mii� i��imii���■�i �� 1 ®ME - - LOAD CALCULATION A/C 0 100 qo 147 KU15 FIRST 10 KWS. * 10090 10.0 KWS REMAINDER 6 40% 10.1 KLUS 46.1-20=26.1X.4= 10.1 TOTAL 28.2 KWS 3110 KUS X 1000 - IIS AMPS 240 PROVIDE: 1v0 AMPS. SERVICE GENERAL LIGHTING CALCULATION I488 SQ.FT. X 3 LUT5/5Q.FT. 4.5 KUUS - a 1000 ELECTRICAL LEGEND -¢- SURFACE MOUNTED LIGHT® BREAKER PANEL F{_ WALL MOUNTED LIGHT i0J ELECTRIC METER ® RECESSED HIGH HAT D MAIN DISCONNECT PANEL FO, � ➢EDICATED DISCONNECT PANEL VPL i RECESSED VAPOR PROOF LIGHT `0— SURFACE MOUNTED FLUORESCENT FIXTURE ROUTED WIRE TELEPHONE JACK RECESSECE➢ FLUORESCENT FIXTURE HEAT EXHAUST '- TELEVISION JACK-�.�� LAMP/ FAN COMBINATION L.J INTERCOM O FLOOD LIGHT (2) JUNCTION BOX SECURITY SYSTEM EXHAUST FAN CH CHIMES O TRACK LIGHTING FIXTURE THERMOSTAT 44 SWITCH N TIMER RELAY 64" 3 WAY SWITCH ��-- SMOKE DETECTOR 44' 4 WAY SWITCH 601 1n GARAGE DOOR OPENER 44Q DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 34- TIME SWITCH �t 44'> WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE lam AMP 3ER I E 3-1/0 THWN Cu. IN 1 1/2' CON, 1 04 THWN CU TO 2-5/6' X V LONC% CzROUND DRIVEN ROD PER N.E.C.— TO FPL POLDER CO. C.U1. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1 /4"=1 '-0" I HLSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. o LLIJ V N z p OJ K W Q p N z W o n O x z Oo=k U-If O N swww. GLEAssociates.com a. AA.0002369 JUL 219V03 R. QUINN 1URNER Drawing Not Valid Unless Slgnad, Sealed & Dated By Registered Professional LlUt 4 L b a w uj A v �,^gg Y CPO KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE mossi�rr� CASTLEPINES TOUJNHOMES i ISSUE DATE: 07/15/03 D R A WN B Y: RNF CHECKED BY: QT S H E E T T I T l ELECE O mICAL LAN S H E E T N 0. ` P • ELECTRICAL NEL _ . `®® 'I,®� a ��®� ♦ • s � e � LOAD CALCULATION A/C 6 100 90 7.5 KUUS FIRST 10 KLUS. e 10090 10.0 KLU5 REMAINDER 6 4090 12.2 KLUS 415-1.5=30.3XA=122 TOTAL. 29A KLUS 29.1 KW5 X 1000 = 124 AMP5 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SQ.FT. X 3 LUT5/60.FT. 5fc KLU6 1000 - 7 3-1/0 THLI CU. IN 1 1/2' CON. 1 °4 TNUUN CU TO 2-5/6' X V LONG GROUND DRIVEN ROD PER N,E.C.- TO FPL POW;=R CO, C_W, ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1 /4"-1'-a" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO y COMPLY WITH ALL APPLICABLE CODES, 0 4 7 ui � u o � CO y M � O m K O C:5 W s o n z W z � 4 O x O < d O N N] www.CLEAssociates.com AA0002369 R. OUINIV :IURNEFI 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 • -� CASTLEPINES TOU NHOMES J 0 B N 0. 03750-00107 ISSUE DATE: 07/15/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. t m' w ELECTRICAL PANEL 0 Him � m m ��. I TOTAL L •, • LOAD CALCULATION A/C 100 9. 1.5 KUJS FIRST 10 KWS, 6 10096 10.0 KUS REMAINDER -a 4090 122 KW5 41.8-11.5=30.3XA= 122 TOTAL 29.1 KUJS 29.1 KUJS X 1000 _ 124 AMPS 240 PROVIDE. 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SOFT. X 3 WT6/60FT. 5fo KWS 1000 0 3-1/0 THUN CU. 1N 11/2' CON. 104 THUN CU TO 2-5/8' X 8' LONGS GROUND DRIVEN ROD PER N.E.C.— TO FPL POUER CO. C.U. SG.4LEr 1i4 " - V _ GP" ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1/4 1 0 ?MP 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, `r uiQ o Q 2 J p 4 Q rU W p O I—O ar; w < l p < O X Z CD� O N www.GLEAssociate-3.com AA0002369 JUL2 9AM "-R. D`PNN-RfRNFR Drawing Nct Vnlid Unless Signed, Sealed & Doted By Registered Professionol Co ~i UJI w 0 X i, , = '� �, „Y 1�F,• n I «. LLJ , � :) �., 4 uj _. 4 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 5UILDING SO ISSUE DATE: 07/15/03 DRAWN BY: RNF C H E C K E D B Y: QT ELECTRICAL Y!,t�.;rt c ,a. S H E E T N 0. M ti �1 S. f 1 I Y MEER ENE' m IN EWE Elm -mm lima MINE EWE IN IN IN TOTAL CONNEr LOAD CALCULATION A/C a 100 io 1.5 KI,U5 FIRST 10 KW6, m 10051. 10.0 KW5 REMAINDER w 405a, 11.9 KLU5 412-11.5=2tlXA- 11.13 TOTAL 29.4 KUJS n.4 KWS X 1000 = 122 AMPS 240 PROVIDE: 150 AMPS, SERVICE GENERAL LIGHTING CALCULATION 1683 50.FT, X 3 U1T5/50.FT, = 5.0 KW5 1000 3-1/0 THWN CU, IN 1 1/2' CON. 1 *4 THW1N CU TO 2-5/6' X 8' LONG GROUND DRIVEN ROD PER NE.C.— TO FPL POUTER CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1/4 It =1'-0 )) 2 ND F=L00� �1_ Gifi�'IG14L_ i�lv N SCALB. 1/4 ` m I` — 2�" 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, 41. 0 uj4 � O � p O d m h m Z N J O C W n C N�QZp J O X wwvv. GLEAssoclates. corn JUL -2--9 M3 R. OUNN 'PURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional EM Z co ez g a a �u ._ CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772,468.4703 FAX: 772.468.4603 GA5TL.E =fNE5 TOWNHOMES 0:63750-00107 ISSUE DATE: 07/15/03 DRAWN BY: RNF CHECKED BY: QT L - i i an ELECTRICAL PANEL MCES OM MIME W ME � o: �8E MINE . .. ,. iM®m v8ME- MEM ._ 13-. MIM WW,1,ZjI,-7,jM0ILis ©. ®-. -■ ©®in . ©®® = .ram .... ©.. IMMO E MININ OWN IMMEN MINE LOAD CALCULATION A/C 0 100 9b 15 KWS FIRST 10 KWB. tD 100% 10.0 KWS REMAINDER ® 40% 10.1 KW$ 461-20<2CIXA-10.9 TOTAL 28.2 KWS Sib KWS X 1000 • 118 AMP$ 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14W SQJ-T. X 3 WTS/SI 4.6 KWS 1000 ELECTRICAL LEGEND ^¢^ SURFACE MOUNTED LIGHT C;-00 BREAKER PANEL 'Y WALL MOUNTED LIGHT -& ELECTRIC METER ® RECESSED HIGH HAT Di MAIN DISCONNECT PANEL FO, RECESSED VAPOR PROOF LIGH7 VPL J ❑.I DEDICATED DISCONNECT PANEL SURFACE MOUNTED FLUORESCENT FIXTURE --'— ROUTED WIRE �i 'd TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE ZJ JACK ®TELEVISION HEAT LAMP/ EXHAUST FAN COMBINAT30N C} FLOOD LIGHT IJ INTERCOM Q JUNCTION BOX SECURITY SYSTEM EXHAUST FAN CH CHIMES 7 TRACK LIGHTING FIXTURE O THERMOSTAT 44 SWITCH ©TIMER RELAY �(( /� 3 WAY SWITCH (S,L) SMOKE DETECTOR 4 WAY SWITCH Y��✓ GARAGE DOOR OPENER K.qP DIMMER SWITCH -0 PUSH BUTTON-GARAOS DR OPENER PADDLE FAN -CI PUSH BUTTON-GARAGC DR OPENER �9 44- TIME SWITCH +] WEATHER PROOF SWITCH JIc OUADRUPLEX RECEPTACLE A DEDICATED RECEPTACLE 41 FLOOR RECEPTACLE 0: DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE QWi WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE �G GROUND FAULT INTERRUPTER RECEPTACLE 701 3-1/0 THWN CU. IN 1 1/2' CON. 1 "4 Ti-IWN CU TO 2-5/8' X 8' LONG C%ROUND IPRIVEN ROD PER N.E.C.- TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (TYPICAL) SCALE: 1 /4"=1'-0" A/C COMP z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ' J � ifl a o a LJ o od ME 5 " o a tr N Z W ! N J O X < O a C5 rv- www,GLEAssociates.com AA0002369 -\ P J JUL m - JINNT!JRNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional 6 Lu VI Lu L. —" n KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34086 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DAT r �r CASTLE(:'INES TOLUNNOME5 JOB N0. 7 ISSUE DATE: 07/15/03 D R A W N B Y: RNF C H E'C K E D B Y: OT