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Home My WebLink AboutPLANSKVY NOT56 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF Pmm2 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C Pm05 120 SQ.IN. BLK VENT W/ SCREEN m FLR. LEVEL P006 42" KNEE WALL Pool PLANT SHELF ABOVE P0m8 T-6" WALL 1-0011 MIRRORED li P01m PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WE). RAILING ( 2" PICKET P 5" O.G. ROW GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT b GARAGE DOOR 9 FLR.LEVEL P011 CABINET ABOVE P018 W CEILING P019 TEMPER GLAS5 5001 RECESS MEDICINE CABINET 13002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 15006 KNEE SPACE 15001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003,. A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E0m6 WHIRLPOOL PUMP E001 CENTRAL VACUMN E0m8 AIR HANDLER UNIT $001 BRN'G WALL WD. STUDS ® 12" O.C. 5002 BRN'G WALL WD. 5TUD5 A 16" O.G. DOOi�s sCI I1=1DULI= SIZE OPENING T Q REMARK p 2_20&e HC ®� 2G568 NC \J 2{�ro8 NC 2ero8 sc - 22Paro8 I"`ITL W/ AUTOCLOSERS - O3Gro8 1"ITL 16ro8 BF SWING BIFOLp O2000 E3F K 2rbfo8 BF O3®ro8 E51F 4®rob BF S�C%68 BF OO Fa6IJrv8 E3F IGvm1m OVERHEAC� GARAGE POOR 80-10 OVERNE Ap GARAGE POOR 50&8 BP t"11RR. (j 2-2m68 MTL FRENCH I LITE WINDC)W545G; sCHEDULE SIZE OPENING T G2 REMARK _24�H EC-sRESS --- 3 266{-{ ® 34SN EGRESS O I/2.33SH ® _-- 3,V40) F-IR '� 4PJ4m _ "R- EGRESS 4rD30 HiZ (® 6mro8 S�xl� © �m8ro aGp O B@8rd SGp {�- 1208m SGp 0 I ro P>8m SG 19 AIR COND SCHEDU Unit #G Make: Cond,.Mod'# - A/H Mod,# Htr, Mod. Ds - Cooling U 3 �5-00 Heat! BTU 3 `-00 .5EE Dating 0.0� Ton / $ �tEitLs 2�, �6 A)7- 7, 9 3 S GENIEER,41_ NOTI_S I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALCS. .... 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN, FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS, 5. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. 1992 EDITION 12. EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE56 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. �I AREA CALCULATION LIVING AREA A/G 1683 SQ. FT, 16T FLOOR 1000 5Q. FT. 2 ND FLOOR 653 5Q. FT. GARAGE 406 6Q. FT. COVERED ENTRY 30 5Q, FT. COVERED PATIO -16 5Q. FT. TOTAL AREA 21'B5 5Q. FT. 26'-0" 4'4" n " _ III 42" AFF R01.3134"1(ll'/4" I I RO.15U"" x 265H a-_60805GO W/PAN- I M7qy',eu#)- BR o CL'G V. I Tio" 114 Imo' _ I--i--.i PZ11 I I �' 1 a ..' m 1 E N I I ,Oy, `'`4 REAKFAS AULTED CL'G �•54" > I I 2 Np FLLo1z SG,4 L E ip i 60B05GD W/PAN " 1 13'-v° VAULTED CL'G to, j0`(I) V, CV VAULTED CL ELEv. + II'-4" )) I 5 IT e A/d CNASEKI I I 6) I -L' W WALI.J P010 — I KITCHEN 1) VAULTED CL'G KOc ROm�K001 I 7� I RO"54" x 5'-0" 4'-6" n b FG. 5" xx 30" I I I I I I I I 1 1 ------------------ nn - 1 ------------------ n�{ I 6'-4° Inn 6' 8" 3' 4" 61-2' nril. I3,_6 I E003 I COVIERMC 1 I 1 PATIO 1 9'4 CL 1 G I I I iRO" 5" X 5014" i 1 2-24 H EGRESS n n nn_ 1 I W 1 x COVERED PATIOK� i fl f i Q I � � 9'4 CL'G I�0 BEDROOM #2 I 0 RO"l5!h" X 9l'a" _,_ ,p 6080 5GD 1 9'4 CL'G n n ---------------- r i � InV 12_0" \�� I BEDROOM #3`�l R V4 CL'G '-I0n �{I�- 3'_0° 4" _ �� 2" 3 4�: v It I I 91 a. j %�� 2668 BF �f JJ -4 (, __ f 1 P I v II l J\I BATe. i i1 Q 9'4 CL'G/ I i ILI WWI / 'aS n V _ P004-- b E004 (A10M1 E00 n i 1-004- Ev. 3080 P TL. W/ F.G. ABC VE Q W SIDEITE 14" GLA55 n GARAGE I '� S'4 CL'G/ 1 fl n I iI I .: j — = --- ---------------------------------------------- iiulT— cMI IFi010 O.H. GARAGE DOOR G _ !- - E002 t41 2'.-0" 16'-0" 2'-0" I 20'-0" -- 6' 10 i SCA NNEC 110 BY ;d',, 1 S T F I._ CD O i� Stlucie County L' 1i'4 PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: III ICl/� w � . yi— �> ,.j AV WLLI ° U O �ww :3 _'. 0 0 I- O m 9 I I I RO.2114'X63" ��355H I MMM I1'-011 15'-011 910.. '_, 2'-3" 1'� 13'-8" RO.2l'- "X6 Iil35SH e LEFT P I C-,-) (,--:) f I— AN SG 4L1=: 1/4 " = I' _ �" GEE JERAI_ NOTES L ALL WINDOW5 AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 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 5A5E SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING GODE. 1. HvAc CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER 5PECIFICATION5. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK LIP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, 60OWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.BC. 1992 EDITION 12, EGRE55 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 56IFT. 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 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 5Q. FT. TOTAL UNC,ER ROOF IS05 5Q. FT. f ' EY NOTE& POOI CL05ET UP VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTIL,=0-4D VINYL WIRE 5HELF P004 R-II INaAI-ATION BETWEEN GARAGE AND A/G P005 60 SQ.IN. 15LK VENT W/ 5CREEN a FLR LEVEL P006 42" KNEE WALL P001 PLANT 5HELF ABOVE P008 l'-6" WALL P009 MIRROKED P010 PANTRY W/ 5 SHELVES POII LINEN W/ 5 SHELVES P012 22" X, 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 I V2" X 8" WD. RAILING 4 2" PICKET a 5" O.C. P014 GL5.151-K (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 BQ.IN. VENT o GARAGE DOOR a FLR.LEVEL P011 CABINET ABOVE P018 8' CEILING; POIE TEMPER 6LA55 5001 RECE55 MEDICINE CABINET 15002 MARBLE 5HELF 5003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE 5HOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE Eq,ulpment 5chedul Conti Uni od.#�/�� ' - AlH Unit Mod. He"M00 .2 Coli'Total©U •5enAl Olin401 omla— i /' 7_ v ♦' 4" 32 CRA 5" 56 • . 6" 90 T' 135 8" 190 r 260 10" 340 12" 560 14" 835 16" 1400 FL (:�:) (:�::) FR SG 4L_E: ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: LLJ �.r um te Leine th LLI rr, r. :nLnL -0. lcWlrr x •V II- :3 eeeeeeeJ 0 OO J [Q tl® ear 4-JI_ � • Zb (n 0 Ilifto W V Lm RIGHT 1/-4 = I, _ iZ�„ r rn co LV O O J 1= Q 4 7-4 C r N r 01 rn 10 00 GV n h P P ul z 0 2 m m 22 a z s m PERMIT/CONSTRUCTION nRAN1(/IIMG Amw*2 Y NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE 1=003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE_ AND A/C P005 60 SQ.IN. ELK. VENT W/ SCREEN m FLF' LEVEL P006 42" KNEE WALL 1-001 PLANT SHELF ABOVE P008 1'-6". WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT b SWITCH P013 1 112" X 8" WD, RAILING t 2" PICKET Q 5" O.C. P014 GLS.BL.K (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 50.I14. VENT ® GARAGE DOOR a FLRLEVEL P011 CABINET ABOVE P018 8' CEILING P019 TEMPER GLASS B001 RECES5 MEDICINE CABINET B002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER TILE WALL B006 KNEE: SPACE B001 BANG OF DRAWER BELOW K001 DOABLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVER K005 COOL. TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER Em03 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR LEVEL. E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VAC.!MN E008 AIR HANDLER UNIT S001 BRAG, WALL WD. STUDS 0 12" O.C. W02 BRN'G WALL WD. STUDS ® 16" O.C. GFENISERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLA66 SHALL BE�_PER ENERGY CALC6, 2. PROVIDE 120 60.114, OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEvEL. 3. DRYER MUST VENT TO OUTSIDE. 4_ SET 1401WATER HEATER AT FIN. FLR. LEVEL S. ALL MECHANICAL FAN6 MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1, HVAG CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8, ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, SHOWERNEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF Sr-B.C. I992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA, THE BOTTOM OP THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 184-1 50, FT. I ST FLOOR 1093 SQ, FT, 2 NO FLOOR 154 SO. FT. GAR,' "zE 254 SC; F1'. COVERED ENTRY Cal SCE. FT, (,,-OVEREr) PATIO 90 ZO, FT, TOTAL AREA 22!^2 56'l. FT. RE EqAl�?Iff t 5che ule Unit#1R �,� SPF� Make L T 5 aj �2Gond, Un�� /� �,�'- 0A/H UnitZ MHeater Mr'p6 ?-08C6Total Go,�', /J5en He 6- 6 3 lLatent G% % I I I O X 10 L54} w1 pH 10k10 L564m 210 2-24SW EGRESS 12 x ;Lm4 �— OPICEMEN 8'0 CL'G HEADERS— \- --------- -- LOST 8'0 CL'G S002--\ �l 1?-aeQkw."J BEDROOM #2 I I LOFT/BRM #3 9'4 CL'G 9'4 CL'G -7 it X g 345H EGRESS I .' J 346H EGRESS �t 2 NL:�) 1�,G,4LE. e, F— L (�D E003� RO=15'X 63" 2-25814 EGRESS F L r4l,N put 0 0 cu v 0 L s m N of Z J W Ul u c+ i v 0 a 0 Q U) E L 1 CASTLEP 1G1CS TOVVNHOMES 1• GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS, 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK, VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER, 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD 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 31. 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 BARRIERINSTALLED 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 fm = 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 i6" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK WORK, USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL 4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH (GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11 GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4.9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 — EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WiTH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING 51. 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 11PPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN. 5.9. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED, 5.10. AT CHANGES IN DIRECTION OF' TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5,11. PROVIDE 1—#4x 5'-0" BAR AT RE—ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS. 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3" D.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0" 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD III G 139 LOTS 139140141� 142143144 STRUCTURAL GENERAL NOT 6 PREFABRICATED WOOD TRUSSES 6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PER11NANT DESIGN CRITERIA REQUIRED BY THE 2002 FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6,5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7, WOOD 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE, LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT C 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 NTH 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. 74. PLYWOOD SHALL BE EXTERIOR TYPE WiTH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS—i-83. 7.5. PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET, PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9, ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: REPETITIVE, USE MEMBERS STUDS & PLATES CONSTRUCTION GRADE JOISTS & RAFTERS: 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 2 X 6 TO 3 X i6 INCLUSIVE NO, 2 Till-19I BEAMS: 2 X 4 THICK NO. 2 6 X OR LARGER NO i POST & MULLIONS: 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER 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 RAFTE TO JOISTS OR RAFTERS TOE NAILS A CH SIDE EACH END_ _ _2-10d TO JOISTS OR RAFTERS BEARINGS— N EACH SIDE__--2-10d BLOCKING BETWEEN STUDS EACH END —TOE N ILS _____.___2-10d END NAILS ----- -----__------------��--- 2—t6d 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 —_____-----� ____-_..__-2-8d 2" x RIBBON2-16d DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD ------ 0 i6" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE—_-6-16d UPPER TO LOWER PLATE AT INTERSECTIONS__—_—__3-16d JOIST TO BRG., TO BRIDGING TO JOIST, TOE NAIL EACH END—______—_____2-16d STUD TO SOLE PLATE, TOE NAIL____--_____—_____._ ___2-16d DOUBLE STUDS, FACE NAIL __—_—___A_— __ _ _16d 0 24" D.C. DOUBLE TOP PLATES, FACE NAILli6d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL JOIST, LAP OVER PARTITIONS, FACE NAIL. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL—_—______._2-8d 8, MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL BE HILTI "KYAK—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 C)ESCRIPTION C-1 COVER A-1 FOUNDATION PLAN A-IJ MODEL 'E' FOUNDATION PLAN -LEFT A-12 MODEL `C' FOUNDATION PLAN A-13 MODEL ")'FOUNDATION PLAN A-14 MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2J MODEL 'E' FLOOR PLAN -LEFT A-22 MODEL 'C' FLOOR PLAN A-23 MODEL 'D' FLOOR PLAN A-2.4 MODEL 'E' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRU55 PLAN A-4.1 MODEL 'E' TRU55 PLAN -LEFT A-42 MODEL 'C' TRUSS PLAN A-43 MODEL 'D' TRUSS PLAN A-44 MODEL 'E' TRUSS PLAN -RIGHT A-5 DETAILS AND SECTIONS A-6 DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-IJ MODEL '£' ELECTRICAL PLAN -LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-1.4 MODEL 'E' ELECTRICAL PLAN -RIGHT ST, LCCIE COUNTY FIRE DISTRICT REVIENN'ED FOR CONULIANCE f SI,"gJECT TO FIELD INSPECTIONS SEE ATTACHED REVLSI N SHE T REN"IENNTD BY: DATE: THESE FLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, p41—REVIEWED FOR COMPLIAI REVIEWEDBY DATE,PLA,' MOS"t L! NC) INSPL(' ,E� 0 In:C cc Q�U_ tfn sW -:� � W p cn y =5 O O W In z W < Q � r 4 0 a. u ti o s M l`V I JUE''2^9 2003 R, QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By P.egMered Professional KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS EJA1L CASTLE IN ES TOUNPOMES JOB N0. ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT SHEET TI TL.E It 6A S H E E T N 0. c 0 1 BEAMS SCHEDULE NO I 61ZC TOP MID CPT RMUMCS LExJCiTN L� L Tel O' x wl I.6 1 1 •b Y BLafJS aEE I'm -W SECTION O 6' x ®° I • °"D4Oa` a Corr. s P'J• NF. 1�_6' 1600• Is50• aser ® 8' X b' I • b i • �CO�Nr^. LINISL 1669• 6 pOR. 6'-6° 600• 3260^ �l 6' x 16' I •5 I • b u-eLxN ra• car. LIMSL Bart. 9'-6' ��, 1560^ aeel . ®/ 6•XW YELdyC TON ' I.6 1•b eOeO.LM'rE{. noTT. 4'•6 1500• Ie6d 48150 e'X*- 1'6 1.5 W Ts Z ca+asK LINIOP elDrr. 6'-6' P500• 1669• 3260• ng,!Y x M• 1 •6 1 •5 u-mom TOP car, LWTSL I'Jarr. 11'-4' S®®• 361.VP 1 6' x w- ' Is I.6 Y-BLOCK TOP car. LINr6L Barr. 10'-6' 500' 1122 ' 2114- °U- nL1o� I t516'X36. 1•b I•b 1•5 u�Ic, a�L�may. 6.•6,• Soo* 1565• 326v IxxQfl.e u•el.Gac �ti�9•/) tid S'x4m' 1•6 1.5 1.6 ccTr'atK Mro cow- wIN1EL rare. 1'-6• 1600• 16500 2661• 1tiV11:'!J/! V X 36 1 •5 1-0 1 • b ll'-4' 1109° NR t wMK T. LINMLS TO EE MAST-CRETE NIGH -STRENGTH FWACAST 4 PRIF-STREWSP U LINTELS BRG. U-BLCCK PRECAST CON - LINTEL ®OT 6 TNPoI 6 ERG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES (� ag'4• I4' BLFREC.AST FILLED CCTIC. LINTEL BEAM TYPES ©0 ax woo0 aTYD 13EAi@AY• wA1s < 16• mc. o �r L 20 @BEARING WALL FTG. GAR. DROP DETAIL 2 Nr--, PLAN 9GALEEe FDL AN 9GAL_E3s Ila e _ 11 _ m.- I WOOD TRL16BB6 a 34. 04:. iMAJC I I G*PRO[Nak ®T TM106 CA. I II II m n I� I COLUMN SCHEDULE O 8' x 16' GONG.PITIED CELL UV • b BAR TIED90 T TO TIED BEAMAND O a 8' X B' Wr, COL W/ 4•b VERT. AND '3 Tl5ysq'O.C. Oa 3 Al' X 3 V2' X V4• STL COL. FE] 4' X 4- X V4. 6TL. OOL. 6' X 12X 12' OOIJD. 0M. tW 60 b VERT. AND •b TB6a IV= © (�. Il� 8' X 12, COL. LL4 4.9 VERT. AND 0 p'D OG1 • 9 TIED 7 e• x B' x 12' CONG. OOL YV 6• b VERr. AND •9 TIES •12'= /� \ (\jj:!) 6• X 11 MAR TIED O TRIPLED COLL uu a • 1 BAR TIED ro rIED p�ia•t AND NNA FOOTING. (v{ ) 1—J1 0 i..' LJ e' x W cow'. ELK PILLED OELL I -5 BAR TIED TO TIED B@AM AND FOOTING • 4'-0' O.G. MAX �'� (l.(:)J) 8' 2 5 SAA T ED T FILLED CELL F 1 ' B BAR TIED M TIED f�AM AND POOTMC• FOOTING SCHEDULE Iw/ a °• 6 CONTjD EDGE OONC. FTG. 6'X 6• EN EDGE CQVC�TE - I9 CONT. W . WI © 36• X 36• x W CONCRETE PAD w• 4.6 EACH war O8• X a' CON-RETE FTG. W I ^ ® COW. O 68' X 20• tNC. SiD EDGE p3FfG. 5 w' S ° TWIGONT, O 12' X 20' CON-. FTG, W/ 3' b CCRT. AND 1 •5 TRANSVERSE • 48' 04 J Ft aia • 6 e4NT. Wnmow GRADE Ok 42' X 42' C W- FTG. IW 4• S BAC 4 44T 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. !z LJ ^ in O °D o Id M L z�aLL cDad cDw QiD ' o r in w 5) in w o O x J Z O R O www, GLEAssociates, com AA000236r9 AIL R, QUINN TURNER Drawing Not Valid Unless Signed, Secled & Dated By Registered Professional �w a to LLJ ca �8 n KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE 5L IL©ING 13J m PAN C,45TLE1=INE 5 TCUUNd-ICMES COLUMN SCHEDULE ��._JJ S' X 16' CONC. BLK. FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTINCz. S' X 12' CONC, COL. W/ 4 " 5 VERT. AND " 3 TIED a 12' O.C. 3 1/2' X 3 1/2' X 1/4' STL• COL. ® 4' X 4' X 1/4' STL• COL. 0 , ° S' X 12' X 12' CONC. COL, W/ 6" 5 VERT. AND " 3 TIES * 12' O.C. ® ® , S" X 16' CONC. COL, W/ 4" 5 VERT. AND " 3 TIED' 12' O.G. S' X 12' X 12' CONC. COL. UJ/ 6" 5 VERT, AND " 3 TIES a 12" O.G. 1� S' X 12' CONC, BILK. FILLED CELL W/ 2 a 7 BAR TIED TO TIED SEAM AND FOOTING. O ❑ ❑ S' X15" CONC.ELK. FILLED CELL / 1 5 BAR TIED TO TIED SEAM AND W" TIED FOOTING 0 4'-0" O.C. MAX, 1 e o S' 5 BARCONC.T ELK FILLED CELL W/ 2 " BAR TIED TO TIED SEAM AND 2 5 FOOTING. FOOTING SCHEDULE 16° XIS' THICKENED EDGE CONC. FTG. ® 5' X. S° THICKENED EDGE O�NGRETE FTG. Wl I " 5 CONT. \\l-✓-�J i-�-� ("_!�� 3" X WX 12" CONCRETE �aD W/ 4" 5 EACH WAY Y S" X S" CONCRETE FTG. w I # 5 CONT. /- 16° X 20" THICKENED EDGE GONG. FTG, / \ 12' X 20' CONIC. FTG. W/ 3 " CONT. AND 1" 5 TRANSVERSE Q 48' O:G �`V-'J IL�• JI 12" X 24" GONG. FTG, W/ 2 " 9 CONT. 16° MIN. BELOW GRADE 42' X 42° CONC. FTG. W/ 4 EACH WAY 2k WOOP STUD BEARING WALL r tt 20° -�t 0 BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SEWER L,4TER,4L LUr*1 ING- RleEfR UNIT "Ell x N I LO d- N 32 -0" - - 15'-0" 17'-0" 1 -4" 2'-3" r — � ° ° -- ■■ ■ ■■ i �� ■ r — — — ---- --- ----- L T� 1 — �' 0I 1/2 2-0" 12'-4" 8" 1 1 A&■ I I J I J I SLAB SHALL BE A MIN. 4' THICK o WITH FIBER MESH INTEGRAL OR REINFORCED WITH W X W X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30' BEYOND BACK OF FTG. FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN. l PROCTOR DENSITY TEST AND WITH VAPOR BARRIER R. POISON SOIL UNDER SLAB FOR { TERMITES BEFORE PLACING 4 MIL VAPOR BARRIER. x I FINISHED FLOOR ELEVATION TO i { BE IS' MINIMUM ABOVE TOP CROWN OF ROAD, SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 P.S.F. MINIMUM. I M I 41l L— — — — — — - > to I / FINISHED FLOOR ELEVATION TO BE 18" MINIMUM / ABOVE TOP CROWN OF ROAD I I� � I I _ I CONTRACTORS SHALL VERIFY I ALL DOORS d WINDOWS OPENINGS W/ MANUR I ■ I I I I i �_. 4-, ■ II L 4 'I 1 ` Ii L-------- ---- 4'-6" ( 5'-4" f 2'-6" 17'-4" r 32'-0" `0 11'-0" L" E A-1 S/ x 00 1 u THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO a COMPLY WITH ALL APPLICABLE CODES. uuo " d mMM tc G N li 2 r w c) o LOm < Z X ` z o a < www. GLEAssociates. corn AA0002369 JUL 2-glon R. QUINN -TURNER Drawing Not Valid Unless Signed, Seoled & Dated By Registered Professionol L y �y ° axe" ILL 5 CD m uj(D;a -A ul KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772,468.4603 NO. REVISIONS DATE BUILDING 13g fFill CASTLEPINES TOUINH;OME5 CASTLEPINES TOUINH;OME5 COLUMN SCHEDULE �� I / �� ___JJJ " • C=� 8' X IGb' CONC. BLK. FILLED CELL W/ 2 + 5 BAR TIED TO TIED BEAM AND FOOriNG. �� (�/= fj . v * 6' X 12' CONC, COL. W/ 4 * 5 VERT, AND * 3 TIED a 12' O.C. u3 1/2' X 3 1/2' X 1/4' STL. COL. ®_� a 4' X 4' X 1/4' STL. COL. ® 8' X X CONIC. COL. W/ 6* 5 VERT. 0 AND 3 TIES a 12" O.C. s 8' X 16' CONC. COL. W/ 4* 5, VERT, AND * 3 TIED 0 12' O.C. • 8' X 12* X CONIC, COL. W/ 6* 5 VERr. 0 AND + 3 TIES a 12' O.C. �� t (5 J 8' X 12' CONC. ELK. FILLED CELL W/ 2 * 1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ 8' X16' CONIC. ELK, FILLED CELL * W/ I 5 BAR TIED TO 71Ep BEAM ,AND FOOTING 1@ 4'-0' O.G. MAX. 1 O 0 8' X 16' CONC. MILK. FILLED CELL * W/ 2 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE ® XIS° THICKENED EDGE GONG. FF?• W1 W/ 2 " 5 CONT. X 8° THICKENED EDGE CONCREt FTC. W! I * 5 CONT. (� 1 36' X 36° X 12' CONCRETE PAD W/ $" 5 EACH WAY 6' X 8' CONCRETE FTG. W/ 1 * 5 CC4T. C Iro'X 5 THICKENED EDGE GONG. FTC. W1 W/ 3 * 5 CONT. O 12' X 20' CONG, FTG. W/ 3 * 5 CONT. ;ND 1 * 5 TRANSVERSE 0 48' O.C. \� I�ViJEt 12' X 24' CONC. FTG. W/ 2 * 5 CONT. 16' MIN. BELOW GRADE 42' X 42 ° CONC. FTG. W/ 4 " 5 EACH �AY 2X WOOO STUD BEARIWA WALL * 16' O.C. V r 20' 1 D BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID MOT REMA S LEWsTH LOB LpAD LOAD TBI e' x *, 1 •5 1 +S 00LIPLTCE SEE TTP. WALL SECTION OS' X 8' I + 5 u 0• 11•6' 1500* 15500 2"T• 105 U-151.0= TOP 1565a GONG. LINTEL 001rT. 6'-$° 800• 32600 S' x w 1, 5 1+ 5 U-PJ6�: TOP COW- LINTEL HOTT. T'-6° 15e0°' 1550* 288T ® S' X IS. I - it, 1.5 CONG, LINTEL 00". 4'-6 15000 le600 481$0 ® S• x 16, 1 .5 1 •5 U.51.=K TOP GONG LINTEL 00". 6'-6' MOO# 1565+ 32600 i 8'XIS° i+5 1+5 1-BLOCK. TOP COW —LINTEL ISOM IT-4' So0• 3$1 Silo 105 1• 5 U-BLOCTOP coNc. LINTELeCTr. I0'-6' Soo" ilz2 2TT4 r 000LE U-SLOCK I + s i • 5 I + 5 COWLI�N7EL1Dart. 6'-6' 800• 1565+ 32600 rrrauBLE u•eu.oac ® S'X40' 1•9 i+5 1+s :LM MI T'-6° 1500M 15500 2"70 /'� CCUBLE U-ELCac t li(JJ a, X 36 I • 5 1 + 5 1 • 5 GONG. LINTEL Son IT-4' lice*' NR @./ I Mv. 12'04. L LINTELS TO RE CAST-CfMTE NIGH-STiMNGTH PRECAST : PRE -STRESSED U LINTELS BRGs. U-BLOCK PRECAST CONC LINTEL BEAM T ES ®THRU 89 FRI2P.. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TyF>ES d a.Q'd" DOUBLE U-BLOCK PRECAST FILLED CONIC. LINTEL BEAM TYPES ID 3, VT 3.1 VT 2 i 2� LV 2'LV IIIVt CO 11 L V i I I uIc l co 1 WC 3 141 TUB :,I SK. 2 ° 1113° VT rl rue 26'-0" ■ II II TOP OF BM. + II-4• �■ I I II �i II T I 8' X 24' CONC. TZ. Ul/ 2 r 5 TOP d 2* 5 M10, I I I I O c NC ICI TOP OF BM. + �■ I I %2� II �J I■1 II M II UUOOL:� TfMUSSF-e a 24" O.C. i fA?t I 05L 2KS SPACINCfilE5Y TfiZLISS CO. IIN ■ —II-- U6586i P OSL 2X8 LEigiR ANCHORED TO MAS. WALL IN CONIC. FILL09) CIELLS WITH 5/81 RED HEADS WEDGE BOLT T 12' O , STAGGER TOP AND SOT. � I I W85860, MIN. LBD ■ 2 3/4' INTO MASONARY ■ter __- --- I I � — — — — — — — — — — - -� 3' \ A — I —6" — —3" GI ER 4' ■ \\ I I A I O T SSES 24" O.C. M INCH EaY II I I I D A-1 u • re eeeeeees•eeeeeee H•.e•ee+♦♦eee•eeeeee•.. r�.•e�eii�ii�ii�.�.•f�.•i�.•ei�.•i�i•.�.❖ire•+�iii�.•i�••.♦•ii••�1••�i �.�� G ILV 2 0 5 TOP BOTT. 4 0 3 TIES 0 IV O.C. •O•=°J•••'.•.0�. O.0❖•®0000000.0❖.❖.0000•Oc: HeeN Hle�eyeeee♦ TOP a.O....e....y 20'-0" 1`10 E� E L C 2 Np FLOOR F24MINCs PL 4N m _ 21 Mimi —L I 4'-2" I 6'-2" 2'-4" 3'-4" 6'-2" 3'-2" I c I I I I I INVI I I I I 1 I I __T ! I I ■ ■ 1 I L-------- ----- --i I ti SLAB SHALL BE A MIN. 4' THICK I I WITH FIBER MIESi I INTEGRAL OR I I REINFORCED WI H 6' X 6' X I 10/10 WELDED W RE MESH, I I CENTERED IN G CRETE I I DOUBLED 30' YOND BACKOF rTG. N I f i i i I � I FOOTINGS TO BE PLACED OVER 00 WELL COMPACT D CLEAN FILL TO MIN. TS% FlR3CTOR DENSITY I I TEST AND WITH VAPOR BARRIER. I POISON SOIL UN ER SLAB FOR �2 I J 1 TERMITES BEFOREPLACING 4 I I I I MIL VAPOR BAf IRIER \ \�7,( I —+ I FINISHED FLOON ELEVATION TO �' 'N BE 18' MINIMUM A150AE TOP I I CROWN OF ROAM. SOIL BEARING \ \ I 1 CAPACITY FOR rHIS STRUCTURE \ t! I I TO BE 2;500 P F. MINIMUM. rS\9 \\ ♦� 1 ■ � b I i / _ 1 _ __! I I �� ■ I 5 _EL Ev. whi a I I I --I I FINISHED FLOOR ELEVATION TO BE IS' MINIMUM ■ _ I— ABOVE TOP CROWN OF ROAD I I I I �I II L I I � -1 ■ I -T ��1,1 I I p r I I I I I CONTRACTORS SHALL VERIFY 2111 .. ALL DOORS 4 WINDOWS 41 r I OPENINGS W/ MANUP, I Lr 1 i--- I ------------ 1 -to —8" 16'-0" 2 —0" 6'-8" -0" 20'-4" ( I ., I I 26' II V L- -+ 9� 0� E L W CONNECT TO EXIST. FU�p E IIC I I IN RISA 17 SEWER LATERAL a C A-1 THESE PLAN 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. co M M 4 4 c1lO W w co w co o C r WtzIzud� J O X z on=w O www,GLEAssociates.com AA0002369 ad Yla.-N^W 4VV�l J R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE CASTLEPINE5 TOLUNPOMES I 1 1 III 1 : °1 0 ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT S H E E ! mTl I LE OUNDA O` A I S H E E T N 0. Aml.2 COLUMN SCHEDULE 1 S' X 16' CONC. 15LK. FILLED CELL WJ 2 a 5 BAR TIED TO TIED BEAM AND FOOTING. • . ° S' X 12' CONC. COL. W/ 4 Y 5 VERT. AND • 3 TIED 0 12' O.C. �\ , 3 I/2' X 3 1/2' X 114' STL. COL. a4' X 4' X 1/4' STL, COL. S' X 12'X E CONC. COL. W/ 6. 5 VERT. 0 AND 3 TIES ®12' O.C. �r S' X IS' CONC. COL, W/ 40 5 VERT. AND " 3 TIED * 12' O.C. • S' X 12- X 12' CONC. COL, W/ 6" 5 VERT. 0 AND "3 TIES is 12' O.C. S' X 12' CONC, ELK. FILLED CELL W/ 2 B T BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ S' X16' ELK. FILLED CELL W0 / I 5 BARAR TIED TO TIED BEAM AND FOOTING 6 4'-0' O.C. MAX- • S' X 16' GONG. BLK PILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM ANC FOOTING. FOOTING SCHEDULE ® 1 XIS' THICKENED EDGE CONC. FTG 11112 ° 5 CONT. © 8' THICKENED EDGE CONCRETE F FTC.- W/ 1 0 5 CONT. V I u 36" X 36' X 12' CONCRETE PAD W/ 409 EACH WAY S' X S' CONCRETE FTG. W/ 1 B 5 CONT, X 5 THICKENED EDGE CONC. FTG, W/ 5 W/ 3 • CONT. 12' X 20' CONC. FTG. W/ 3 • 5 CONT. ANGi 1 • 5 TRANSVERSE * 46' OC. Et FTG. W/ 2 » 5 CONT. 12' X BELOW 16' MIN.IN. SELOW GRADE � 42' X 42' CONC, FTG. W/ 4 a 5 EACH WAY 2X WOOD STUD BEARING WALL o 16' OaC. 20' @BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE. NO I 8128 TOP MID ow LENGTH •, LOAD n m LOAD LL�p LOAD TBI e'X16' I, If 1•0 an TTP."ALL S aim U O e° x e• 1-0 BOrt. • e'•4' AP. ,'-6' 15®0• 1550• 288,• ® a x W 1 •5 1• a u BLOClt YOP Gg1G LMiBl sort. b'-6' 890• 19,61sp 32600 ® e' x I6' I • e WtNc. IBIdO° 1.8 LMrira DOTv ,'.6° 155b0• 2881- 8 x W 1. 0 1. 8 U-e¢.OaC TOP ca1a. LIKTaL eoTr. 4'-b• t50®• lab®- 48150 ® 8' k W' 1-0 I •9 Oq.1C, LpREL BOn, 6'-6' 150®" Ibbb• 3260• 6 a' X le° I •8 i• 8 Y-BLOCK i� eame.l.w+ra Barr. I,'-4' 9t00• 38l • 91Y a• x IS' 1-9 1-6 >LNM egrr. 10'-b' 560• 1122• 21140 I•s 1•5 1•5 c , 328268,0 axM I. f•s 1.8 a D CLVeO ' 7•6 15O I550• •" 9x90 •�� 1 • $ I • B Be coaavaaeL sc uu-•ed'�L.c�oaa taJC. LnMf�, prnr. I,'-4' 1,081• NR I,BmrA+ 1. LINTELS TO BE CAST-CRETE I4W-STRe4TN PRECAST 4 MRE-67REOWD U LINTELS CONNECT TO EXIST. SEWER LATERAL U-BLOCK PRECAST CONC LINTEL BEAM TYPES ©THRU BRG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES +9'4' DOUBLE U-BLOCK 4, PRECAST FILLED CONC. LINTEL BEAM TYPES 10 PLU SING RISER UNIT IIDA GIRDER Vw TOP OF BM. I�°�e�°�e�e�°�e�°�e�°e°-�e�eGeeee°e°eeeeeeeeee� reeeeeeeeeeeeeeeeeeeeee LINTEL • 1; • 9 LEDGER ANCHORED TO MAS. WALL FILLED CELLS WITH 5/8' F HEADS BOLTS AT 12' OC, STAGGER TOP AND BOT. MIN. EMBD • 2-3/4' INTO MASCNARY 2'-5" 1 2'-10" —TOP OF BM. + a' 4' _ — — — — �� II II II II ---------------Lj II II II II � I ■ I�Ell= _ I j L_ IF jl II I I LL —=,� E: II II I II II I I� I' n ■� I L� I�IRDER II I I I I I I GIRDER II I I ■ _ — WOOLa TRUSSES 0 24" O.G. MAX SPACINC= E Y' TRUSS CO. I I II INI I I I I II I I II I I I I I I II II II II II II it � II I L—_ L--- TOP OF BM.. V-I° BRN'G WALL BELOW AC_ :1) 2 ND PLOOR PTc.4MINGc PLAN .Gam., 1,a • . ,. _ °,. iV —V 4 2 3'-6" 6'-3" 3'-3" 7 r I I \gJ 1 I N 4'-2" II I N � ■■ ■ ■ I -I- —— I _— 1 ( o I I I3'-10" I I SLAB SHALL BE A MIN. 4' THICK I I I I WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X ( 10/10 WELDED WIRE MESH, I _ CENTERED IN CONCRETE \ �� i i DOUBLED 30' BEYOND BACKor FTG. FOOTINGS TO BE PLACED OVER \ b I O I WELL COMPACTED CLEAN FILL /> I I a TO MIN. 135% PROCTOR DENSITY I I TEST AND WITH VAPOR I I BARRIER. POISON SOIL UNDER SLAB FOR I I TERMITES BEFORE PLACING 4 I I I I ( MIL VAPOR BARRIER. ( ( o �\ cr I I I FINISHED FLOOR ELEVATION TO I BE U MINIMUM ABOVE TOP I ' I I CROWN OF ROAD, SOIL BEARING CAPACITY FOR THIS STRUCTUREvfi I i TO BE 2,500 P.S.F. MINIMUM, p l I i� I II I ALL COLUMNS To BE I I 0 EXCEPT WHEN NOTED , I 1 I 1 1 I IL IJ I I In I I 15'-0" �■ i � I I I a a I I I F1 I I 2'-4" E '-8 9" V. &L 1 I ( I FINISHED FLOOR ELEVATION TO BE IS' MINIMUM I I I ABOVE TOP CROWN OF ROAD 15'-0" i II Ii I CONTRACTORS SHALL VERIFY i d- I I i I �- ALL DOORS 4 WINDoWS I I --( I OPENINGS W/ MANUF. I ( 4'-10" =r o, 1 I a 1 I I I I I I M 0 M I I ■ f 4"2'-5"2 -5" o I I 1 t_j 6'-10" 3'-2" 2'-0" 3'-4 9'-0" 2 -0" -G° 26$-0" 166'-t �1 sEi�== L ED D A S PLANS AND ALL PROPOSED WORK UBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociates.com AA01002369 i JUL 2 g2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Seated & Dated By Registered Professional KCLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34985 OFFICE: 772, 468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 139 11110,0100J�/ wrol 1 CA5TLEPINE5 TOU NHOMES 03750-00106 I S SU E D A TE: 07/28/03 DRAWN BY: RNF CHECKED BY: OT SHEET TI Ti E j FOUNDATION PLAN SH E E T N C. 1. � , , COLUMN SCHEDULE D 8' X 16' CONC. BLK. FILLED CELL W/ 2 " 5 BAR TIED TO TIED SEAM AND FOOTING. 8' X 12' CONC. COL. W/ 4 M 5 VERT. AND " 3 TIED a 12' O.C. O 113 3 1/2' X 3 1/2' X 1/4' STL. COL. ® 4" X 4" X 1/4' STL. COL. ® ° ° • • S' X 12" X 12' CONC, COL. W/ 6" 5 VERT. AND M 3 TIES a 12' O.G. " 0 ® 6' X 16' CONC. COL Wf 4" 5 VERT. AND " 3 TIED a 12, O.G. ° P 8" X 0 X CON'. f,- SW/ 6" 5 PERT. " AND 3 TIES 0 12' 0.• O 8' X 12' CONC. ELK. FJ�LED CELL W/ 2 " -1 BAR TIED TO TIED SEAM AND FOOTING. 8" X"16" CONC. ELK. FILLED CELL W/ 1 5 BAR TIED To TIED BEAMAND FOOTING; a 4'-0" O.C. MAX. O ❑ 1 0 o 8' X 16' CONC. ELK. FILLED CELL W/ 2 " 5 EAR TIED Td TIED BEAM AND FOOTING. FOOTING SCHEDULE XIS' THICKENEDl= Cn£ CONC. FTC. W/ V X 8' THICKENED EL)AE CONCRETE FTG- W/ I " 5 CONT. j 36' X 36' X 12' CONCigTE PAD W/ 4" 5 EACH WAY 8" X 8' CONCRETE FTCi, W/ 1 " 5 CONT, X THICKENED PCE CONC. FTG. 5 CONT. 12' X 20' CONC. FTG, Wf 3 • 5 CONT. AND 1 " 5 TRANSVERSE ® 49' O.C. Wo X 2 . ELOW FTG, Wl p " 5 CONT. 16' MIN. EELOW CxRADE / L \ � V`�J GO� LEE] 42' SC 42' CONC. FTG. Wj 4 « 5 EACH WAY 2X WOOD STUD 5EARING- WALL ® 161 O-C a 20' @BEARING WAI I FTC7- @ CAR. DROP DETAIL �a CONNECT TO EXIST. SEWER LATERAL Ut1 15ING fR15ERKNIT "Ell I I I I i I I I 2' D A_1 7'-0" -3" r 7 -t ■■ + ■■ao� L—T J �+ I � I 12'-4" 2' (" ■ => 77A s------_________� ■ - I 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' BEYOND BACK OF FTG. I I FOOTINGS TO BE PLACED OVER i WELL COMPACTED CLEAN FILL TO MIN, 95% PROCTOR DENSITY TEST AND WITH VAPOR I — BARRIER. POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 MIL VAPOR BARRIER I FINISHED FLOOR ELEVATION TO BE 15' MINIMUM ABOVE TOP CROON OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 PSF. MINIMUM. I it I r------� a I ® - ® 1 — I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM\ ABOVE TOP CROWN OF ROAD I 1 1 10'-0" 9" I I 11'-10" I 1-- —7 I I I�i 1 I 1 CONTRACTORS SHALL VERIFY j ALL DOORS 4 WINDOWS 1 I OPENINGS W/ MANUF. I I I I I I I I I i I , i I_---- ----"-"--------i 5'-4" 1 4'-6" 1 3'-4" I V-0" 1 17'-4" 32'-0" ("; ID t L E n �m I d- 4 J I. E A- �1' "-SE PLANS AND U. PROPOSED WORK 17,F SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 � J �w o� W m O 0 Wcnzwd ova O N N� www. GLEAssociokes, corn f QUINN TURIP<9- Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional L U cm caa�sa �t M g 011vy fL x ii w a. c ;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 TOLIJNNOMES I 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 $. ALL BATHROOM FIXTURE OUTLETS TO BE SO' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN II AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED, II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE 15e4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR, 13. OMITTED 14, LUMBER AND GRADE SHALL BE S.PF. 02 fIo =1000 KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 S6tIN. ELK VENT W/ SCREEN 0 FLR. LEVEL P006 42' KNEE WALL POOi PLANT SHELF ABOVE P008 1'-6' WALL P009 MIRRORED POiO PANTRY W/ 5 SHELVES POII LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD, RAILING 4 2' PICKET Q 5' O.C, P014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE POIS W CEILNG POTS TEMPER. GLA55 15001 RECESS MEDICINE CABINET 6002 MARBLE SHELF BOOB CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ CER, TILE WALL E006 KNEE SPACE S001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E00$ AIR HANDLER UNIT 5001 SF N'G WALL WD, STUDS 0 12' O.C. 8002 BRN'G WALL WD, STUDS 0 1&' O.C, 9CAd>�: I m I BEDROOM J3 1 ':. �'`�*��y�^ a �� Sul �i �� ■�� _ �e�� MASTER BRM MASTER BRIM ""Tau , 1 C 11 I c. � ��:�, E 1 rlir 60 w-11111014 sn) ��IIIIIr-�® II ■��-. � ��.�a_y� �� ■� �:... " ��' �all s� .1 .- _ 1 :. �.■■IIII I —� ,, �i#�I �.r� . _ ...,. � .��i I ��r �+I�Ir�,�� il . ,� man I 12 NEON AREA CALCULATION "E" LIVING AREA A/C 630 SO. FT. GARAGE 230 ea FT - COVERED ENTRY 30 $a FT. COVERED PATIO 115 SO. FT. TOTAL UNDER ROOF Ie05 SQ FT. E A-2 AREA CALCULATION "C" LIVNG AREA A/C 16S3 SO. FT, IST FLOOR 1000 $0. FT. 1 2ND FLOOR f 83 SO, FT. GARAGE 406 $Q FT. COVERED ENTRY Be ea FT. COVERED PATIO 16 sa FT. TOTAL UNDER ROOF �1e5 $C, FT. C A-2 MOF,)EL D AREA CALCULATION "D" LIVING AREA A/C 1641 SQ FT. IST FLOOR 1I SQ FT, 2ND KOOR 154 8Q FT. GARAGE 254 SO, FT. COVERED ENTRY bl -4. FT. COVERED PATIO e0 Sa FT. TOTAL UNDER ROOF 2252 $Q FT. t*-IODEL C �101:)EL D D AREA CALCULATION "C" C AREA CALCULATION "Da D A-2 A-2 A-2 LIVING AREA A/C 1683 Sa FT, LIVING AREA A/C 1841 SQ FT. 1ST FLOOR 1000 Sa FT. 15T FLOOR I0e3 5Q FT, 2ND FLOOR 663 SQ FT. 2ND FLOOR 754 Sa FT. GARAGE 406 6Q FT, GARAGE 254 SO. FT. COVERED ENTRY 30 ea FT, COVERED ENTRY 61 $a FT. COVERED PATIO 16 O. FT S, COVERED PATIO e0 s . FT. TOTAL UNDER ROOF 2155 ^.,R. FT. j TOTAL UNDER ROOF 2252 SO, FT. AREA CALCULATION "E" LIVING AREA A/C 1530 SO. FT. GARAGE 230 ea FT, COVEID ENTRY 30 SQ FT. COVERED PATIO 115 SOFT, TOTAL UNDER ROOF 1e05 ea FT. DNS AND ALL PROPOSED WORK _.ECT TO ANY CORRECTIONS P_OUI EO BY FIELD INSPECTORS THAT f N BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 J O tf) O Cfl M rvN'] a0 Z N J QDD X W p 0 l-.j�z ¢z J O X ca O 0 N M w wmr. GLEAssociates. com AA0002369 i . JLL 2 9 2000 R. QUINN- TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 4 LU LLJ UJ * �s ;:c ,u > ' , - �� ` 11 famL. 4 jy CIO) LU II q x �LLJ yyI ) r I 4 ' KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468,4703 FAX: 712, 468.4603 NO. REVISIONS DATE i m ISSUE DA T E: 07/28/03 D R A'IN N B Y: RNF CHECKED S Y: QT SHEET TITLE PLAN FLOOR SHEET NO, Am KEY NOTES POO) 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 POOS 60 600,L BLK. VENT W/ SCREEN 0 FLR LEVEL PO06 42' KNEE WALL P001 PLANT SHELF ABOVE P00B 1'-6" WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 6 SWITCH P013 1 1/2' X 8' WD. RAILING d 2' PICKET a 5' O.C. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) 1=015 HEADER ABOVE P011 CABINET ABOVE P015 V CEILING POTS TEMPER GLASS B001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOO) 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/EQ=PtMENT EO06 WHIRLPOOL PUMP E00'1 CENTRAL VACUMN E005 AIR HANDLER UNIT S001 5RNIG WALL WD. STUDS ® 12' OG. S002 BRN'G WALL WD. STUDS w IV O.G. GENERAL NOTES L ALL WINDOWS AND SLIDING DOOR GLA55 SHALL. 5E PER ENERGY CALCS. 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. ro. ALL 5ATH ROOM FLOOR AND SASE SHALL 5E IMPERVIOUS MATERIAL WHERE REQUIRED 5Y LOCAL BUILDING CODE. -1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL 5REAKER5 IN AIR HANDLER. 8. ALL 5ATHROOM FIXTURE OUTLETS TO 5E 80' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN r05° A.F.F. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL 5E HARD WIRE 110V W/ 5ATTERY 5ACK UP. MULTIPLE DETECTORS SHALL 5E 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 LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.i 50PT. IN AREA. THE 50TTOM OF THE OPENING SHALL 5E NOT MORE THAN 44' OFF THE FLOOR, 13, OMITTED 14. LUMBER AND GRADE SHALL 5E S.P.F. "2 NO =1000 AREA AE CALCULATION "E" LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 5Q. FT. TOTAL UNDER ROOF 1905 50. FT. A-2.1% SCALE: 1/4"=1'-0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ,� 0 0 co C m r'7 t7 a G w oUD ,ve�.a.... , b" N Q z o O x z p < 0 www.GLEAssociates.com JIJM91003 R.,. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & 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 DAT BUILDING 13S J 0 B N 0. ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE FLOOR PLAN SHEET NO, KEY MOTES P00I CLOSET W/ VINYL VENTILATED WERE 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, 5LK VENT W/ SCREEN • PLR LEVEL 1`006 42' KNEE WALL P001 PLANT SHELF ABOVE 1=005 "I'-6' WALL P003 MIRRORED P010 PANTRY W/ 5 SHELVES P01I LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH 1=013 1 1/2' X 5' WD, RAILING 4 2' PICKET m 5' O.C. 1=014 GLS.BLK (I HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P015 5' CEILING P01S 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 500Ga KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ D15POSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN oa • 4' K006 DISHWASHER EOO1 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E009, WHIRLPOOL PUMP E001 CENTRAL VACUMN E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS o 12' O.C. 6002 BRN'G WALL WD. STUDS 6 1&' O.C. GENERAL NOTES L ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4, SET HOTWATER HEATER AT FIN. FLR. LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE, ro. 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. &. ALL BATHROOM FIXTURE OUTLETS TO BE 130' AFF OR AS PER BUILDER SPECIFICATIONS. S, PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQ.FT. IN AREA, THE 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 "C" LIVING AREA A/C IC ,53 50. FT. 16T FLOOR IOOO 5Q. FT. 2ND FLOOR &03 SQ. FT, GARAGE 40G SQ, FT, COVERED ENTRY 30 5Q. FT. COVERED PATIO 7(o SQ, FT, TOTAL UNDER ROOF 2195 50. FT. svimm 26'-0" DECK 1' 0" 3'-2" 1'-5" 6'-2" 1 2'-6" 6'-2" 1'-5" 3'— 2'-3" 00 io 26SF1 EPM08GD WiPAN 400808,20 W/PAN 208H LIVING ROOM MASTER BRM VAULTED CLG VAULTED CL'G JUL •USM TEWW WALL SEPARATION AM bx ®x w =R®UM ee"AR MYGLL I,�rmc as same w' ev wus rwe oD I N I 0 I1 N j 2880 I DINING ROC I — e VAULTED CL'G GCL'GELEv. + 11'-4" M'2'—C4"S" 4" 5'-10" 4" F (7- 10012 �I Aiicl P013 1 m r` P00F� s SOFFIT • s P01 _ I cn I ef4 > 1' Es co 3S' AFF - IQ o 0M STER BATH ~ rl 10' CL'G/CS. 9'0 CL'GI or- rn b QD 3'-5" -11" 4'-5 1'-11" 81, 5-8" co I i I P0i0 <r F.G. ;04� KOD RO.5$' X c KITCHEN VAULTED CL'G I o O 10'-0" 1<001 REAKFAST AULTED CL'G \ / "o� 39SH 356H I 4 2'-C 4'-6" 5'-0" 4'-6" 3'-2" 6'-0" 20'-0" 26'-0" 2 ND PL.00R PLAN 1/4 =1 —U 13'-0" 3'-3" 4'-'L" 6'-2" 2'-4" 3'-4" 6'-2" 3'-3" 2'-3' E M `. COVERED 2-245H EGSS PATIO G 2'-3' S'4 CL o E I eGD Ll E003 M I I I I BEDROOM #2 1 S'4 CL'G Ll I 12'-0" 4" I ao IS-0" 6" 4" 4'-10" 3'-0" —4" BEDROOM #3 S'4 OL'G I 3'-6" S-4" 6'-2" a-- 4 I� 301 `dl- A� F001-a ❑ I �\\ \ 2668 — pool I diS TpA, T.B. �` BATH 2 1 fee W4 CIL W T. I ✓ y� M •> / `n P004 O E004 E % P004 LEV. + 5' 0 13' 1" 1' S" 4' 5" I o I n 1, o I lll1/Z' WH o a GARAGE S'4 CL'G/ E001 19'-0" 3080 rli W/ ARC L. 14, SIDELITE GLASS o I 2' 6'> 0 I 0 N P01� �{ s N o • I60-10 O.H. GARAGE DOOR 1'-8" 16'-0" 2'-C sa - 1'-10" I 6'-0" 2'-0" 26'-C C A-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. o � b o 7 G ce m w o ol-o<� w n z w U ? O X o < - c 0 N www. GLE Associates. com AA0002369 (:( z JUL 2 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional � 6 Y rs. - 4II1 f5�#I 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: 07/28/03 DRAWN BY: RNE CHECKED BY: OT SHEET TITLE FLOOR PLAN KEY NOTES POOI CLOSET W/ vINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLit. VENT W/ SCREEN ® FLR. LEVEL POO6 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-&' WALL P008 MIRRORED 100I0 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD, RAILING 4 2' PICKET 0 5° O.C. 1=014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POiB TEMPER. GLASS B001 RECESS MEDICINE CABINET D002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 0004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER, TILE WALL 5009, KNEE SPACE 8001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS 0 12' O.G. $002 BRN'G WALL WD. STUDS * 16' O,C, GENERAL NOTES 1, ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALC5. 2. OMITTED 3, DRYER MUST VENT TO OUTSIDE. 4, SET HOTWATER NEATER AT FIN. FLR. LEVEL 5, ALL MECHANICAL FANS MUST 5E VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND 5A5E SHALL 5E IMPERVIOUS MATERIAL WHERE REQUIRED 5Y LOCAL BUILDING CODE, 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL 5REAKERS IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO 5E $O" AFF OR AS PER 5UILDER SPECIFICATIONS. e. PROVIDE RECEEPTACAL FOR MICRO/HOOD FAN 65" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL 5E HARD WIRE 110V W/ 5ATTERY 5ACK UP, MULTIPLE DETECTORS SHALL 5E INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND 51NK5 COMPLY WITH THE STANDARD PLUM5ING CODE 1394 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.7 SQ.FT. IN AREA. THE 50TTOM OF THE OPENING SHALL 5E NOT MORE THAN 44" OFF THE FLOOR, 13. OMITTED 14. LUMBER AND GRADE SHALL 5E 5.P.F. *2 Flo =1000 AREA CALCULATION "D" LIVING AREA A/C 1047 SQ. FT. 18T FLOOR I(D93 SO. FT. 2ND FLOOR 154 5Q, FT. GARAGE 254 5Q, FT. COVERED ENTRY 61 SQ, FT, COVERED PATIO 90 50. FT, TOTAL UNDER ROOF 2252 50. FT. A-2.3 % SCALE: 1/4 1)=1' 0" JL —U I 26'-0" 2 3" 84„ 5'-9" 6'-2" 2'-11" I- 1, 0„ 3' FIXED GLASS 2-24SH EGRESS c, 2£ 12'-0" 13'-0" IJUL W 13'-0" -UW5 TENANT UAQLL EEPARATICN 6 x O x 16 CM TENANT 6151 WN.L A6A4RR RRAR, CLA66 P-a Fill caeaS471Wf ItUiNlb UW61. ar rwa wnoL+ae CfMUIY AND 64LALL4IU OWNCTNICAL MOM CD I 1'--6" 10'-6" C4 CV 1 cc 10'-4" LOFT 42' WALL 8'0 CL'G 4" —8" 11'-0" 8 2'-0" I Pmm1 I I 4" 3'-8" �}' 0'° 3'-4" <— I o ^ DN � 4, 8„ 6,-$, 'n, 3, 4„ o DO B®m 0 I I,2 ^ BATH 2 I CL'G/C 2868I v 91 - 5, 4„ 4„ 3, o --�-. W �P�mI-T ms I > 5068 \ / 42' KN1rE �¢J4LL— o ---9 —8 --- BEDROOM �2 LOFT/BRM #3 V4 CL'G S'4 CL'G D I in 13'-0" 4" 12'-0" d C CH o `-4 i I 4'-7" 4' 6" 8' 2 S0m2 4'-6„ 3' 7" d- 345H EGRESS 9'-5" 34SH EGRESS 12'-8" I 2'-6" 3'-11 " 26'-0" 17 (A 7 L ID <v —V 3'-6" 3'-3" 4'-2' E t2-25SH M EGRESS N COVERED PATIO S'4 CL'G 2'-3" 8'-4° 2' 2" sow SwMASTER BRM 0'4' FLAT CL'G E3 u� 13'-C E0rd2 M BRN'G WALL LIVING ROOM 2-STORY CL'G 2 4" 3 6" 2'- " \ I� 16° (--BdTT. T &HELP ® V-4' 4 Q " l 3 I TOP 1 11'-4'01 1 I � �II a 'glD II I 6'-2" N BRA II ®i?--D = _ WALL 1I.� 4" 4'-2" m 5' i0" 4a� 14' 8" f \ "- n _ MASTER BAi �'4 eL'�aT.Poolf DI ING ROOM iccl STORY CL'G16° o? T SHELF P011 r"> E--BOTT. m 9'-4' 4 — — -" TOP11'-4- 6" _ _ _. 4'— " 2'-11")I '-2" 4" '-8" 2' 4" 5'— " LINE FL ABOVE - POWD'R^ M "Neil _ 0 q 9- \ p "1 • ��` `�- 9'4 CL'G P 1 RI '1 ' AGN N I o , 77 � UJFd 4'-6" I 7-8 9, 2„ 5'-8" ITCHEN O U 3080M1L.— W/ A ABO K003 I .aIU 89® MTL P�2 P004 OCLOSE `r 6'-10" " 4'-611 G 4„ TE 1 9 I I P010 cr '"' P004 � 1 ME L GARAGE BREAKFAST o V4 C VG 8' CL'G/ N u� " N M V-10" 5'-5" .61 P013 m- �i UJFI I —I- $, Pol6 13'-0"`MO O.H. DOOR 0 I 8" -6 6'-s° THESE PLANS A 0 ALL OPOS D W ARE SUBJECT T ANY G RECTI DNS REQUIRED BY I'll LID INS 4CTORE THE MAY SE NECESS RYINORDERTO COMPLY WITHAL APPLE ABLE CODE 10'-C 2' 10" 3'-4" 9'-0. 2'-0" 26'-0" 168'-0" D A-2 0 Lu m®� QN��m o o m w z J O X CD O 0 nO www. GLEAssociotes. corn AA0002369 JUL 2 9W R. QUINN PURNER Droving Not Valid Unless Signed, Sealed & Doted By Registered Professionol qq- um UJ r46 t Ly N, (L 3 Cn fr w,. :_ KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772,468.4603 NO. REVISIONS DATE CASTLMPINES TOLINHOMES DRK J 0 B N0. 03750-00106 IT I S S U E D A TE: 07/28/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. 2 ND F;Loom PLAN KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE 514ELF 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 W FLR, LEVEL P006 42' KNEE WALL P00'1 PLANT SHELF ABOVE 1`006 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W1 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 5' WD, RAILING 4 2' PICKET Q 5' O.C. P014 GLSBLK. N HRFIRE RATED WHERE REQUIRED) _.0 P011 CABINET ABOVE P018 &' CEILING P015 TEMPER. GLASS B001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 15005 RECESS SHOWER W/ CER, TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W1 DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E006 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS 0 12' O.G. 6002 BRN'G WALL WD. STUDS 6 16' O.G. GENERAL NOTES L ALL WINDOWS AND SLIDING DOOR GLA55 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. i, HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS, 9. PROVIDE REECEPTACAL FOR MICRO/HOOD FAN 6 5" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V Wl BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE 1994 ED 12, EG-sRE65 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. 02 Plea =1000 AREA CALCULATION "E" LIVING AREA A/C 1530 5Q. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ, FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ, FT. A-2,4% SCALE: 1/4"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 'OMPLY WITH ALL APPLICABLE CODES, p ujr- L C O In 7 CD o � m� < � z �o< 0 N www.GLEAssociates.com AA0002369 JUG 2. iDQ3 R. QUINN TURNti ", 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 DAT CASTLEPINES TOWNHOMES I S S U E D A TE: 07/28/03 DRAWN BY: RNF C H E C I<E D B Y: QT S H E E T T I T L E FLOOR S H E E T N O. rawww SCALE: p1 I •'Pi.. 1 MODEL £ MODEL £ MODEL D MODEL C MODEL D MODEL O MM*Tvr 14 E-E710N SCALE, ELF\V,471C)N MODEL C: 1/ E S ,- v- 0, 1Ek11ARIM encm m TYR MODEL D SCALE: m SCALE. MODEL C MODEL D ELE\/,471®N 1/0. - 1' - on Tatum Ft,n THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www. GLEAssociates. com AA0002369 R. QUINN VJMP+ Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional I m or- UJ ®�I ss _ 0 j 0 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772, 468.4603 NO, REVISIONS DATE J 0 6 N 0. P3' - 1� I S S U E D A T E: 07/28/03 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE EXTERIOR ELEVATION SHEET N0, n_ BATH 2 BEDROOM 2 d p 4N1l. woao . xa• oc. nax ®A""ACMd ®Y °FNOJI®q GO. PATIO LIVWG DINING KITCHEN BREAKFAST i O TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A,F,F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE' L M1WI ES' �LLUp4{�0 �WL/4DS5 E SIDE OR TMOS FR SBOLT TD MA9�TEE9 WK]) 3/4' Me THN4-BOLTS (14)l0 E.S. PASTEN SIDE PLATE W02) 3/4' MB TAW-E TB NOTE • 1. -BE W' SGP3 NOTE, TYPICAL STRAP AHCHOR TO MASONRY (UNO) SEMWEA7IS MAR UL. • IBM EA STRAP ALL HANGERS LUS26 U.O.N. 1 rl C I j- L C> G7 fiimZ t;-- f im�,v11�1 I NC.� f;' 1- /4N SG'AL_E: 1/„ . V - :0B„ UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS A 450 TAPR216 4 B 550 TAPR216 4 C 800 TAPR216 5 O 1100 TAPR216 9 E 1339 TAPR216 10. F 2400 TAPR216 tO 6 NAILS EA. G 550 R1PGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 I 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. d 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 1430 7440 TAPR216 10 0 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: .xpoau—' rc C6t'egwy ® Importance Factor (I =1.00 B. N1n i Speed ( V 3 -126 mp Mean RooF HeI ht ( h =18 ft u ng }9a = c ose End/Comer Zane Wd23 (de ) Roof Angle (0) = g Internal Pres. Coeff. C GCPT = 0.18 Design Output: Cnmpmal es Fmm all area EffeaBve Wind Area s .FT. interior Zome (Zone 1 + n a (Zone! + omer (Zone 3 n (Zone 4 + eEnd one (Zone 5 + I I 10 u - - - 1` 1 to0M -% — 88 200—t000 _21 1 — _ Q EUM a #5 BAR T&B a 0 #3 @ 12" O.C. THRU-OUT ¢ z PRECAST LINTEL CONC. FILL SOLID TO BOND BM COMPOSITE BEAM FOR JOIST TOP @ II'-4' 2XB LEDGER FLOOR TRUSS BTM,� a '' 8' BLOCK FL OO—R TRUSS AND LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=I'O' WALL LEGEIVD 0 TOP OF WALL @ 9'-4' A,F,F, N N k i k N TOP OF WALL @ 10'-0' A,F,F. /HIP ROOFS THESE PLANS AND ALI, PROPOSED WORK ARE. SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 UJ4 O B0 i CO O Q d n�Io® O W N Z W —1 O x z o o 0 O M www. GLEAssociates.corn �7 - I, I` �S Jtiz _9. V P. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional "LJ MCI— m _ a� p >:4 0 C; 2 KL �.. LU CLa" CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT 5U(LDING 139 rl;K-1�w", GASTLEPINES TOUNI-IOMES J 0 B N 0. q 03750-00106 ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED 8Y: QT SHEET TITLE TRUSS A. S H E E T N 0. 1/0' " es V — m" UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS 450 TAPR216 4 �B 550 TAPR216 4 800 TAPR216 5 n 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. oG 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 (D2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. ( J� 350 TAPR216 4 (K) 1500 TAPR216 10 870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ / 14 NAILS EA. 0 1440 TAPR216 10 Q 430 TAPR216 1 4 COMPONENTS AND CLADDING DESIGN WIND Design Input: PRESSURES xposure a egory = 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--ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - Corner o (Zone 3 + - elnterior (Zone + Zoe 4) - End Zone (Zone 5 + - 10 29 -46 29 -97 2 -97 51 1 -55 51 -68 20 27 -45 27 -89 27 -89 48 -53 48 -63 50 23 -43 2.3 -77 23 -77 45 -50 45 -57 100 21 -42 21 -68 21 -68 43 -4 43 -53 200 21 -42 21 -69 21 -68 41 -45 41 -4$ 500 21 -42 21 -68 21 -68 38 -42 38 4428 1000 — _ — — — — 5 BAR T&B 3 @ 12" O.C. THRU—OUT RECAST LINTEL :ONC. FILL SOLID TO BOND BM COMPOSITE BEAM TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F,F, TOP OF WALL @ 13'-6 3/4' A,F.F, TOP OF WALL @ 20'-8' kF,F, FLAT CEILING @ 10'-0' A,F,F, 2:5/12 CATHEDRAL CEILING NOTE: NOTE ' I. 'HUGHES'gMUC WL,/ADBB EA. SIDE OF TRUSS IF/2 SBOLT TO HA5.4 B.S. W/(2) 3/4' MB TNRU-BOLTS (14) 10d E.5, FASTEN SIDE PLATE W/(2) 3/4' MR, THRU-BOLTS NOTE "2, '5EMCO' 5GP2 NOTE: T'"PICAL 5TRAP ANCHOR TO MASONRY (UNO) OEMC0 TAPR216 (1O) Ool E.S. �1AX U.L. - 1395 EA. 5TRAP ALL HANGERS LUS26 U.O.N. TOP ,,,-4. FOR JOIST 2X8 LEDGER W BLOCK BEARING WALL -@ FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4"'0' WALL LEGEND [� TOP OF WALL @ 9'-4' A.F.F, ". ■ .. TOP OF WALL @ 10'-0' A.F,F, SHIP ROOFS r SCALE: 1 /4"=1 '-0" rs� 1/-4 T—u D A 0 � 1 y y J R 10 0 1 N 16 S 24" O EA. STRAP Li U \ 0 A8 m 1 \ \C1 \J CJ 3K 41 / ('U r) 0 I- \ Ln �D 7 � \ I I — J \ \ FG3 "HUCsHEB" U5E (2 MEMBER) PROVIDE (2) 3/4" EXP BOLTS INTO PILLED MAS DELLS MAX UL ro J20 U TAPR 21ro a 24" O.G. (10) 10d EA. STRAP NOTE 2 1- J L L L J J NOTE L J " I L NOT "I LEG FGl DOWN C -P ❑ 9' 4' BE RING 7 \ \ c7 U C4 FHG CJ3K ' 0 \ FINI N TE a c V F L C V2D VI J L J L J L J L J L L J L J L D2 2-PLY J J3D C O �U Jf H //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 N M 00 O C N 0 ad 0, o 0 w 5 a o w inzwd G x o�< 0 N M www. GLEAssoci ates. corn AA0002369 R. QUINN TURNER Drawing Not Valid. Unless Signed, Sealed & Dated By Registered Professional .y. l'1 111 a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 77 2, 468. 46 03 NO. REVISIONS DATE ISSUE DA FE: 07/28/ 03 D R A WN B Y: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN S H E E T N O. W Cl TOP @ ll'-4' FOR JOIST 2X8 LEDGER 8' SLICK HEARING WALL FLOOR TRUSS DTM, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 314'=YV WALL LEGEND TOP OF WALL @ 9'-4' A,F,F. . x x . ■ x TOP OF WALL @ 10'-0' A.F,F, uW*2=iHIP ROOFS UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS 7 450 TAPR216 4 B 550 TAPR216 4 ❑ 800 TAPR216 5 D 1100 TAPR216 9 ❑ 1339 TAPR216 10 O 2400 TAPR216 10 2 STRAPS W/ 6 NAILS EA. ❑ 550 RTPOA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 O 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. 0 350 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 O 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Uategory = Importance Factor ( 1 =1.Q0 Basic Wind Speed ( V 3 =125 mp Mean Roof Hei ht h 18 ft Building Type Enclosed End/Corner Zone Width ( a )4=ft Raof Angfe (8) = 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) + - En Zone (Zone 2 + - Corner Zo (Zone 3 + - elnterior Zoe (Zone 4 A- - 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 -4 23 -77 23 -77 45 -50 45 -57 100 21 -42 21 -6 21 -68 4 -47 4.3 -53 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 2i -42 21 -69 21 - 8 -42 38 -42 1000 - - - LxJ C9 oY fV Q e�N N COMPOSITE BEAM 5 BAR T&B 3 @ 12" O.C. THRU—OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM TOP OF WALL @ 9'-4' A,F,f TOP OF WALL @ 10'-0' A.F,F, TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A,F,F, 2.5/12 CATHEDRAL CEILING NOTE: NOTE ' I. 'HUGHE5' WWJC W/AD55 EA 51DE OF TRU56 I%265TEN EASE AS PLOLT ATEa.W/(2) 3/4' M5 THRU-50LT5 (14) 106 E.5, FASTEN SIDE PLATE W/(2) 3/4' M5 T14RU-eOLT5 NOTE '2. 'SEMCO' 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) I0d E.S. MAX UL. - 13e5 EA. STRAP ALL HANGERS LUS26 U.O.N. LU -V 13'-4° �D L� TOP OF 5M. + 11-4' 8X24 CONCRETE BEAM BTM, @ 9'- ' x x U x �D x CU x NNNI X x x x x 24' DUCT CHASE- x x EDG. IN ON ILLEC UJEDCaE LTS . In U1SE 86411IN EP' DBL. 2X8 LEDGER TOP @ 11'-0 "/ x x x x x x g. x �91 x x CT x x BL, 8 LEDGER TOP @ 11'-0 1/2' x x K 1 x r x x ODD SPACE x x x x x x x (LJ x I'' x D x x x x x x U x J O L- x a x N x I x n x x 8X24 CONCRETE BEAM BTM, @ 9'-4' I 0 I ❑❑❑❑ L A erG.a.LI¢. IN �wffiw ( 1 ®mom ® ems® ®m w D ALL PROPOSED WORK ANY CORRECTIONS LD INSPECTORS THAT IRY IN ORDER TO L APPLICABLE CODES. 0 UjO N d m a0 � L V C) w a o a C) W N 2 W n Q Q X d N r www.GLEAssociates.com AA0002369 ❑"ad/ JUL 2, £k 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated 6y Registare d ProEessione l ,ocr LU +' 0 �.wool=m s LU s LM a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. I JCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE I CASTLEPiNES TOUlNHOMES ISSUE DATE: 07/28/03 DRAWN BY: RNE CHECKED BY: OT SHEET TITLE TRUSS PLAN S H E E T N 0. SCALE: 1/4" =1 021 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO, OF 10d NAILS REMARKS AD 450 TAPR216 4 B 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. I c, I 0r 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 1 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. J 350 TAPR216 4 K 1500 TAPR216 10 ❑ 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 CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category =0 Importance Factor ( 1 =1.00 basic Wind Speed (V =125 mp Mean Roof Hei ht h =18 ft linternol Building Type = Enclosed End/Corner Zone Width ( a )4�t Roof Angle (o = 23 deg Pres. Coeff. GCDi) = 0.18 Design Output: Component Roof Pressures PSF Wall Pressures PSF Effective Wind Area SQ.FT. Interior o (Zone 1) + e End one (Zane 2 + orner o (Zone 3 + Inter or zone ((Zone 4 + - n one (Zone 5 + - 10 9 -9 29 20A452-89 48 4 -s 50 2 777 - 7 -50100 1 -Fi 21 - 8 3 -47200 - 8 -6 i -4 4 - 500 29 -6 8 -41000 - - 11 NOTE: 5 BAR T&B 3 @ 12" O.C. THRU—OUT RECAST LINTEL CONC, FILL SOLID TO BOND BM TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 13'-6 3/4' A,F,F, TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE • I. 'HUGHES' ILWUC W/A055 EA 51DE OF TRU55 V2 TEEN EAO MASA E W/(2) 3/4' METHRU-BOLTS e14) 1Od E.S. FASTEN 51DE PLATE WR2) 3/4' MB THRU-BOLTS NOTE •2. '5EMCO' 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) lod ES. MAX U.L. = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. WALL LEGEND TOP OF WALL @ 9'-4' A.F,F, x .X..x..x ; x TOP OF WALL @ 10'-0' A,F,F, WALLS h56 ' 9� ZONE 11 ROOF INTERIOR ZONE ZONE 21 ROOF END ZONE Q ZONE 3t ROOF CORNER ZONE ® ZONE 4s WALL INTERIOR ZONE s(� ZONE 51 WALL END ZONE s ROOF ANGLE a END/CORNER ZONE WIDTH i 13,-0" 13'-0" TRAY OPTION 0 I N —0 F 6 41 3 16" DEEP FLAT RD, 8XE 5 x " % % x x x % 13'-0" x ,r, r W x x x x x x x x x — x x FL22 x x x x x x FL21 x x x x X EDGAR ANCHORED TO MAS WALL x IN CON tLLED CELLS WITH a/S° RED HEAD i x WEDGE A PLTS AT 12' O.C. STAGGER TOP AND 50TTOM N x WS5 IN EM5D = 2-3/4' INTO MAS x x DBt x 5RN'G WALL rru O x x 5ELOW x X x x x x x 4'-2" x x x x FL19 x x x x FL18 x x x x x� x FL17 L x x I.X r r l r x x x x _ c r x x cn x X L F03 x x r x x -DBL 2X8 LEDGER TOP @ 11'-0 1/ 77 x 24' DUCT CHASE x x x x x ti t J x -p a x x n 8 LEDGER TOP @ 11' 0 1 2` x FL13 I FG2 d[IDEL D D 4A- A 0C.4LLEs 1 1 I I V 1 11®/'1111 SCALE: 1/4 "=1'-0" _o 0 n G N QG tb W 7R S M O W � Z W } z O 0 N r'J www.GLEAssoclates.com AA0002369 JUL 2 0 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Reglstered Professional q,. Uj Uj • '' Cq r - .' r __. -y ny r r .1 w 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 TCUlNHOMES ISSUE DATE: 07/28/03 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. x TOP OF WALL @ 9'-4" A,F,F, TOP OF WALL @ 10'-0" A,F,F, TOP OF WALL @ 13'-6 3/4" A,F,F, TOP OF WALL @ 20'-8" A,F,F, FLAT CEILING @ 10'-0" A.F.F. 2,5/12 CATHEDRAL CEILING NOTE " I. 'HUGHES' WWUC W/AD55 EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4" MB THRU-BOLTS 112' BOLT TO MAS. E.S. (14) 10d E.S. FASTEN SIDE PLATE WK2) 3/4' MB THRU-BOLTS NOTE * 2. 'SEMCO' 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (LINO) SEMCO TAPR216 (IO) 1Od E.S. MAX U.L" = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8' BLOCK HEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=110' WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. . ■ ■ .. ■ TOP OF WALL @ 10'-0' A.F,F, lJn[JLL HIP ROOFS UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS �A 450 TAPR216 4 �B 550 TAPR216 4 C 800 TAPR216 5 p 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS N! 6 NAILS EA. O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA, H 620 TAPR216 4 I� 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. O350 TAPR216 4 K 1500 TAPR216 10 O870 TAPR216 6 400 TAPR216 4 - n 1 �✓ 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 ( 1 =1.00 Basic VNind Speed (V =125 mp Mean Roof Hei ht h =18 ft uilding Type Enclosed End/Corner Zone Width ( a )4--ft Roof Angle (8) = 23 deg Internal Pres. Coeff. GCPi = 0.18 Design Output: Comlaw- Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SOFT. Interior Zoe (Zone 1) + - End Zone ((Zone(2 + Corner Zo one 3 + elnterior Zoe (Zone 4 + - End Zone one 5 + - 10 29 -46 29 -97 29 1 -97 51 -55 51 -68 20 27 -45 27 -89 27 -89 4 -53 48 -63 50 3 -43 3 -77 2 -77 45 - 0 45 -5 100 21 -42 21 -68 21 - 68 43 -47 4 -53 200 21 -42 21 -68 21 -68 41 - 5 41 -48 500 21 -4 21 -68 21 -68 38 -42 3 -42 1000 = - - - - - w a #5 BAR T&B #3 @ 12" O.C. THRU-OUT Q z PRECAST LINTEL N ® CONC. FILL SOLID TO BOND BM COMPOSITE BEAM � TRUSS PLAN SCALE; 1 /4"-1 '-0" 7 AT Wr 0 W o O O00 N L � J f0 OJ C W p mi O 5 O v w5�w� 0 N www, GLE Associates.com VL JUL 2 0=2003 _ - R.N4WN..T:IftyE4 Crawing Not Void Unless Signed, Sealed & Dated By Registered Professional �s v 11r t ►!,1� ■ �ea ^fix 1' CLIENT: KOLTER SIGNATURE HOMES 2160 NVV RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT I S S U E D A T E: 07/28/03 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS S H E E T N 0. PRECAST CONC. COL. ®Y SUB-ccwR 2 ° 5 STRUCT. STEEL BARS VRRT. TIED TO FOOTING PAP FILLED HALF COL. UMERZ SHOWd. (NON STfWCTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. FINISHED CLG 1/2, GWB 2x STUDS ® 24' O.G. A.H.U. 5/5' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER a 3 LOC. TOP t BOT. 2x 4 STUDS m 24' O.C. 4- 16d NAILS PER CONNEC, FINISHED FLOOR NOTE: RETURN PLC FOR LOC OF DUCTS I' x 3' PRESS. TREATED EXTERIOR WINDOW 5UCK6 APPLIED TO EXT. MAS. W/ ®BB X 1 1/2" SM b' O.C. ALL WINOOWS INSTALLATION SHALL FOLLOW MANUF. SPECIFICATIONS. S' x 16' CONC. BEAM BLOCK S' x IV GONG. BEAM 5LOCK 8' x 12' CONIC. COL. W/ (4) "5 < 03 TIES im 12' O.C. 0) S BAR VERT, FACE OF STUD OR SUBSTRATE GYP BD WD BASE- SEE FINISH 5CH — (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOUS SEALANT STUCCO SEALANT ANCHOR TO MASONRY WITH (3) R.H. WEG 1/4' STE SIDE ArvL.� MvI I( FE Ti'F. ANCI40fR r-OiR FAT I O TRU55 TO 11;450NIRY FIEF (FILL BLOCK COL'S SOLID WITH CONC.) .1 FILLED CELL W/ (1) "5 ,,. EA SIDE JAMB (TYP) STUCCO t ',N+,' ." LAG SCREW PER t ,',; .e MFG DATA WOOD DR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/6" RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3636, MIN EMBO 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' ABO F.F. MAX SPACING BTWN ANCHORS 39,' ANCHOR DOOR JAMS TO BUCK WITH (2) 010, 1' rROM EACH END, 24' O.G. FILLED CELL W/ (1) S EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WO BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR I' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS 8U BOLT WITH 1/2' . BOLTS GIRDER TRUSSES WITH MFG. 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0" O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUS5 2' X 4' OVER DROP GABLE FOR OVERHANG OVER 8' 2' X b' P.T. 1/2' REDHEAD 45' O.C. 11111111111 TYPICAL 2 X 8(6) VERT STUDS AT 16' OC PROVIDE DEL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN SX8XI6BOND BEAM CONC FILLED WITH (I) r 5 CONT REFER TO SHEET A-1 FOR ROOOF NOTES X 8 f=A3GIA 2' X Ca' VERT, a+ 24' O.G. GABLE END TRUSS MTL. STRAP a 24' O.G. 1/2' EXT. GRADE PLYWOOD ELEV, 20'-5' GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING BTWM PROVIDE 5/S' EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND 5/8' STUCCO FACING E:LEV, 1(o'-4" STRAP EACH TRUSS TO DEL TOP PL OR ALIGNED VERT STUD ANCH WITH (5) 10d GALV COM STRAP EACH VERT STUD (8) 10d GALV COM EA STRAP TOP AND BOT EACH VERT STUD NOT ALIGNED WITH TRUSS ABO ATTACH 2X8 PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT ib' OC (MIN EMBEDMENT INTO CONC 2/1/27 OR ANCHOR WITH HILTI SDM-12-536 PIN (METRO DADE PROD APP NO W-1208.1(SB) PROVIDE (2) PINS ETWN 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.' c, mQ.o o04 M N D m 0 W O t fJ' I— p ,�- r M www.GLEAssociates.com JUC 2 9 2003 R. QUiNN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional we F4 mum= LLI d n w d1 ^ � "4 L 0 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 03750-00106 ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: OT S H E E T T I T L E T1 S H E E T N 0, AN 5 In W/ GYPSUM WALLBOARD--__,._„_ MIN. R-11 INSULATION (IF APPLICABLE) UDMPATEHSUMTL 14RRICNE STAEACH D FASTEN TO FACE OF STUD WK3) 10d NAILS 4 TO DBL SILL PLATE W/(2) 16d NAILS 4 TO CONT, CANT BLOCK W/(3) 16d NAILS 4 TO TRUSS W/(6) Sd NAILS. STRAP SHALL WRAP TOP CHORD OF TRU55 AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT EILOGK-- TRUSS BOTTOM CHORD ------ BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS 6 12' D.C. TYP ARCH WINDOW OR OPEN'G 2x 4 ON FLAT NN 24' O.G. TYP 5/6' COX PLYWD. NAILED W/ Bid NAILS a 6' O.C. 2x 4 HORIZ. s 6' O.C. CU TO FORM RADIUS OF AR Sx COL OR FILL'D CELL EA. SIDE OF OPEN'G SEE PLAN TYPICAL MASONARY BOND BEAM CONCRETE LINTEL 'CASTCRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND AND FILLING, IF REQ'D, MEMI CONCRETE BLOCK WALLMINMIN WRAS 1D R ADBS 50L 10 ..,_OPpEN FOR WINDOW DNcI IT NOTE: PROVIDE CASTCM SILL OR POUR SOLID EACH Wmow SILL(MIN) MIN BOTTOM OF NOTE: (SEE FOUNDATION PLAN FOR TOOTER COLUMN LOCATIONS AND REINFORCING) CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/6' EXP I PLYWD SHEATH'G W/adi m ro' O.C. EDGE 4 FIELD 4' O.C. * CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS W/(S) I0d NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND BOT. FASTEN WITH (S)1Od NAILS 2 X 6 WD STUDS 0 16' C/G LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/6' IN DIA. W/MIN 2 NAILS PER SQ. FT. _. �. i _.. AF Tl �4'-ilOti;DNTINUOUS CONC, TIE BEAM PROVIDE 'SEMCO' TAP32 (EMBEDMENT S' MIN.) TOP2PLATE AILS TO wPRO V IDLE 'SEMNAILCO' TPP6 (4 EACH SIDE) 2x6 WD. FRAME WALL (STUDS 6 Iro' O.G.) 2x6 PLATE PROVIDE 30# FELT MOISTURE BARRIER 1/2' ANCHOR BOLTS 24' O.C. MAX. (EMBEDMENT 3' MIND w/ 'SEMCO' ABPW3 3x3x I/4' WASHER Sx8 CONC. FILLED CELL w/ (1) M5 R.B. VERT. CONT. TYPICAL CONC. BLOCK WALL IGH RIB METAL LATH ZEEN VENTS 0 S' OC PLATE NON -BEARING INTERIOR WALLS 3 5/S' OR 6' GALV METAL STUDS 24' Or, 1/2' GYP WALL BOARD EACH SIDE R-IVR49 BATT INSUL WHERE INDICATED ON PLANS WALL 5ECTION fv� SEMCO TPP(X) IV STRAP WITH (3) Sd COM EA. SIDE (TYf FASTEN TO STUD / IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE TOP PLATE ANCHOR AT EACH STUD --- Al SCHED. ABOVE SEMCO RTP I8824 WITH (6) Ibd COM E.E. �— WOOD HEADER (DIMENSIONS VARY) SEMCO RTP 1"24 WITH (1) 16d 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 5/6' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X T' LONG TOP PLATE ANCHOR fCWIK-BOLTS 6 45' O.C. OR 311 X .300 SST/REDHEAD AT EACH STUD AS POWER FASTENERS 01524 SOC MUD SILL w 12' O.C. PREFAB WD. TRUSS FR'I. TRUSS MANUPD.SPACE 624' O.0 2 X TRUSS BRACING ATTACH') TO TOP OF BOT. CHORD W/ (2) Ibd NAILS PER TRUSS. PROVIDE SEMCO TAPR216 GAL HURR STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (S) NAILS AND FASTENED TO TB. W/ 3 KWICK- CON II 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND 13M TYP. S' CMU. WALL EDGE NAILING INTERMEDIATE NAILING 15OUNORY NAILING + CORNER NAILING ROOF FLOOR 8d * 6' ac. loci a 6' O.G. ad a 61 O.C. loci ® lo' O.C. Sd m 4' O.C. loci ® 4' O.G. Sd w 4' O.C. NO NAILING; SCHEDULE PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD 1 X 2 PT WOOD FURRIN 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL: 12 5.5 SCALE: 11/2' REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX I X 3 PT NAILER JT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.' www. GLEAssocic tes. com AA0002369 l JUL 2:9 21103 "'--�UINN_ZURAER Drawing Not void Unless Signed, Sealed & Dated By Registered Pro'esslonol UJ ,; v— w ts;sa;-:*use ae a 0 f E ', US CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DAT. JOB N 0. 9 - ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE DETAILS/ SEC-VIONS SHEEN' T N0, e ■ METAL TRUSS ANCHORS EA. END EA, TRUSS R-19 INSULATION MIN, X X X X X TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES I i I 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 L BASE- SEE FINISH SCH -- TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES IS' DEEP AT 24' O.C. MAX TYPICAL INTERIOR CEILING 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES 8' C.C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLA ELEV,O',, CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF TOP AA20'-8' EA AS SCHEDULED 2k2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH TYPICAL SOFFIT CONSTRUCTION PROVIDE 6'X24' SOFFIT VENT @ 6'-0' O.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, TOP OF SO'-8' BEAM AS SCHEDULED AS HEDULED +9'-4' SC IIII 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 VARIES TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4' CONC SLAB W/ 6X6 1010 WWM FOOTING SIZES AND STEEL INFORMATION, ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 &TORT T"r ICAL WALL SECTION (END) WALL SECTION USED ON "C" B "D" MODELS 2'x8' WD. HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM—�_ 2'X12' WD, STRI 4'x4'x4'xl/4 CLIP L W/5/8'x4' WEDGE ANCHOR (TYP, BOTH SIDES OF STRINGER) s GRIDER TRUSS L BRACKET W/2-1/4' BOLTS 1'X RISER 1' 2'xl2' WD, TREAD \2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH —DRYWALL ON BATHSIDE TAPE AND SEALED METAL TRUSS ANCHORS EA, END EA, TRUSS R-19 INSULATION MIN• TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAIL& USED ON "C" 8 'D" MODELS 1X8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE- SEE FINISH 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 —1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF SEE PL SS 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 @ 6' OC IN SOFFIT SINGLE BOND BEAM W/ (1) #5 CONT. (NOTE; PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT 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. SEE FOUNDATION PLAN12112 RAISED STUCCO BAND SEE ELEVATIONS ELEV,O' . GRADE VARIES TYPICAL SLAB CONSTRUCTION 4" CONC SLAB W/ 6X6 1010 WWM REFER TO FOUNDATION PLAN FOR ON 6 MIL VAPOR BARRIER OVER FOOTING SIZES AND STEEL INFORMATION, CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 1 &TORT TrFICAL WALL SECTION (END) WALL SECTION USED ON "A" 4 "E" MODELS I HOUR FIRE RATED PLYWOOD /PYRO-GUARD 4' FROM PARTY WALL EACH SIDE MIN WX12' POURED CONC TIE BEAM W/ (2) #5 RB TOP (2) #5 RB BOTTOM CONT, TYPICAL TIE BEAM CONSTRUCTION ,:�/��:�l�il al_1RJj�.�lf��l�L�.•tial� (�.i�i�i�i�i'rii.�� RAKE BEAM TOP ❑F �,_e, - -- BEAM `r R-19 INSULATION MIN BOND BEAM W/ (1) #5 CONTAS SCHEDULED 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 NOTEITHE 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 TYPICAL SLAB CONSTRUCTION i 4' CONC SLAB W/ 6X6 1010 WW1 ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL INT, BLK WALL CONSTRUCTION WIT HO UL FMrTEST NO. U905 A TOP OF BEAM AS SCHEDULED BOND BEAM W/ (1) #5 CONT, @ +8'-1' TYPICAL INT, BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, TiPICAL F'ARTir WALL (MIDDLE) WALL SECTION USED ON (A, C, D, E, C, & H) MODELS EXPANSION 1 /4 SPAN # 5 @ 6' O.C. STRIP (1) #5 REBAR NR ING TYP. 11PANEL OVERLAP ANCHOR 24' AND T1+) SEALANT #5 R• SPACER #5 6EQUA® GLASS BLOCK %—IFk--.:—. • . • TYPICAL SLAB CONSTRUCTION > 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL 44' X 44' X 12' CONC, COMPACTED TO 2500 PSF MIN STAIR PAD W/ (5) OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS USED ON "C" MODELS ELEV.O', GLASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED GALV. STL, REINF". IN H❑RZ, JOINTS, EXTENDING FROM END TO END. MAX SPACING 160 C/C VERT. REING SHALL CONSIST OF (2) PARALLEL, L❑NGITUDINAL HOT DIPPED GALV, STEEL WIRES (9) GA OR WIRES AT So O.C, MAX, USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S,F,B,C, 2704.10 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS TYP. CLASS E3LOCK DETAIL REQUIRED BY FIELD INSPECTORS THAT N.T.S. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www. GLEAssociotesxom AA0002369 -JtJ -2-9 2M3 R,, QU1NN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional LJ - uj M. • M 0 I as u i x Lu CL CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772,468.4703 FAX: 772. 468. 4603 NO. REVISIONS DAT J 0 B N 0. 03750-00106 ISSUE DATE: 07/28/ 03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE SEC . IONS ELECTRICALPANEL Ems OEM �u lam 67■■■ME■=-■ m■■��■m ■ -_■ 931 m�■■ moo■■ r LOAD CALCULATION A/C ® IM % 15 KWS FIRST 10 MS. o 10090. — 100 KWS REMAINDER a 40% 169 MS 412 -PIS • 2W XA. 11.9 TOTAL 29A KUS 29A KN9 X 1000 122 AMPS 240 PROv1DE: RW AMPS. SERVICE GENERAL LIGHTING CALCULATION 1603 SOFT. X 3 WTS/60FT. 510 KUS 1000 i � MWORIX 0 Vim® O�mO Ei LOAD CALCULATION A!C 0 100 % 15 KWS FIRST 10 KIDS. 6 100% --- I" KWS REMAINDER . 40% I®1 KWS 46.1 - 20 . 261 X .4 . 10.1 TOTAL 282 KWS 3ib KUS X 1000 10 a AM" 24C PROVIDE: ISO AMPS, SERVICE GENERAL LIGHTING CALCULATION 1486 SOFT, X 3 WPS/SOFT, ` 4.5 KU13 1000 gn 3-I/0 Twm Cu. IN I In' OOK 1 04 Th" OU TO 2-5/8' X S' LONI MODEL E ELECTRICAL LEGEND -(t)- SURFACE MOWED LIGHT DREAMER PANEL H¢- WALL MOUNTED LIGHT (�� I& ELECTRIC METER ® RECESSED HIGH HAT 01 MAIN DISCONNECT PANEL RECESSED VAPOR PROOF LIGHT �i DEDICATED DISCONNECT PANEL ,rer(51, SURFACE MOUNTED FLUORESCENT FUTURE'-�- RGUYE➢ MIRE ,y�,�, iY%TLNE TELEMDINE JACK RELESSECED iLIIDREDCENT ® HEAT VAMP/ EXHAUST FAN GG98TNATICW '� TELEVlSIDI JACK ^ Ey FLOOD LIGHT 1DJ INTERCOM © .WCTDN BD%�1 SECURITY SYSTEM EXHAUST FAN LJ CHUM $.� TRACK LIGHTING FUTURE Q THERMOSTAT 4A SWITCHH TIEER RELAY 3 WAY SNITCH ��❑®-��(( ( SNOKE DETECTOR 4 WAY SWITCH XX�� GARAGE OVER DREHER LP DIMER SWITCH -0 PUSH DUTTON^GARAWE DR WIENER PADDLE FAN -0 PUSH DUTTTN-FWa OR OPENER 4 r TIME SWITCH 444 WEATHER PROOF SWITCH + DUADRUILEX RECEPTACLE e- DEDICATED RECEPTACLE -@= FLOOR RECEPTACLE DUPLEM RECEPTACLE 110/]EO Q� SWITCH ACTIVATED RECEPTACLE & s WEATHER RR➢OF RECEPTACLE ® CRO-VOLT RECEPTACLE &S GROUND FAULT INTERRUPTER RECEPTACLE M ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) rd SCALE: 1 /8"=1 T-0" ELECTRICAL PANEL li" 41(i�il �0 ii1M r LOAD CALCULATION A/C a 100 'I.5 KIDS FIRST 10 KUS. a 100% 100 KIM REMAINDER ® 40% --- 122 Km 41.8-11A5 =3 XA. 122 r TOTAL 2%1 IQ* 291 KWS X 1000 . 124 _..AMPS 240 I-ROvtM AMPS. SERVICE GENERAL LIGHTING CALCULATION l"I SOFT. X 3 IUTS/Sara. — -- • 5.6 ,Kus — ..__ 1000 J I �Q L haw'=' F.mv 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 EEL uj J G u7 o'� m r7 O ZQ N N �b � d a � O J b to O � g Z5 0 O 0 w N z W O www. GLEAssocioies.cc)rn JUL�24 2003 DrawingNpl.Vu}iCaitiHHes Signed, Sealed &Dated By Registered Professionol CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK 'TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468, 4703 FAX: 772.468.4603 s DA CASTL Ef=IN S TOWNHOM a JI 0 U N C. 0 ISSUE DATE: 07/28/03 DRAWN BY: RNF CH E C K E D B Y: QT SHEET 11TLC. ELECTRICAL ANEJ SI-I E E T N 0. LOAD CALCULATION A/C 0 100 9. 1.5 KUJS FIRST 10 KUJS. 0 1009. 10.0 KUJ5 REMAINDER im 40% 101 KUJS 46.1-20=26.1X.4= 10.1 TOTAL 26,2 KUJS 31.6 KUJS X 1000 = tls AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1465 SOFT. X 3 UJT5/SQFT. 4.5 KUJS 1000 ELECTRICAL LEGEND SURFACE MOUNTED LIGHT C:;-NC BREAKER PANEL K�- WALL MOUNTED LIGHT 1 v r ELECTRIC METER ® RECESSED HIGH HAT D.1 MAIN DISCONNECT PANEL FO, 0_1 DEDICATED DISCONNECT PANEL VPL RECESSED VAPOR PROOF LIGHT ROUTED WIRE '� SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK — -� RECESSECED FLUORESCENT FIXTURE _Ii`I TELEVISION JACK O HEAT LAMP/ EXHAUST FAN COMBINATION -LJ FLOOD LIGHT INTERCOM OO SECURITY SYSTEM JUNCTION BOX S EXHAUST FAN cH CHIMES g� TRACK LIGHTING FIXTURE O THERMOSTAT SWITCH rd TIMER RELAY 4'9" 3 WAY SWITCH SMOKE DETECTOR 0I,, -64' 4 WAY SWITCH —LF GARAGE DOOR OPENER {4p DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER (9 44- TIME SWITCH -E' WEATHER PR00F SWITCH QUADRUPLEX RECEPTACLE -E3- DEDICATED RECEPTACLE =@)= FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE �s WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 150 AMP SER I E FCt 3-1/0 TI LUN CU. IN 1 1/2' CON, 1 04 TNU1N CU TO 2-5/S" X S' LONG GROUND DRIVEN ROD PER N.E.C.- TO PPL POUJER CO. 1a ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1 /4"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www. GLEAssociates. corn AA0002369 JUG 2 2003t '. R. QUINN TuP'N'ER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional s r3lY ELI Vo KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRA.^..E PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE CASTLE f=INE:S i ISSUE DATE: 07/28/03 DRAWN BY: RNF CHECKED BY: QT a ELECTRICAL PANEL -I ® ` GENERAL LIGHTIWx (WO GENERAL WdiHTIWS LOAD CALCULATION A/C 10 100 io , 1.5 KU1S FIRST 10 KW5. a 100g4 10.0 KUJS REMAINDER a 40ro 122 KUJS 41.8-115=30.3X.4= 12,2 TOTAL 29.1 KUJS 2e.1 KUU5 X 1000 - 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 60r-T. X 3 WT5/5Q.FT, 5.6 K.U5 1000 150 AMP SER I 3-1/0 THU)N CU. IN 1 1/2" CON. aw. 1 04 THWN CU TO 2-5/8° X V LONG GROUND DRIVEN ROD PER N.E.C.— ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1/4 7)= 1 1-0;1 7P THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO r COMPLY WITH ALL APPLICABLE CODES. O LC 7 O F0 # J N Z J O N K W d lAl (n Z W V` Q p= d N www.GLEAssocicites.com AA0002369 JUL 2 9 2003 R. QUINN TURNER Drawing Not Valid UNess Signed; Sealed & Dated By Regietered 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 CASTL PINr=5 TOWNHO1'IES i I S S U E D A TE: 0 //28/03 DRAWN 8Y: RNF CHECKED BY: QT S H E E I TI TLt_ ELECTRICAL PLAN S H E E T N 0. t 7-1 ELECTRICAL PANEL if F.11 Ill qr=1Q w « v r ♦aa LOAD CALCULATION A/C Is 100 90 '1.$ KUJ6 FIRST 10 KWS, 0 10090 10.0 KWS REMAINDER 6 40% 10.1 KUJS 46.1-20x2&.'lX.4x 10.1 TOTAL 252 KUJS 31.6 KU15 X 1000 x 115 AMPS 240 PROVIDE: 150 AMPS, SERVICE GENERAL LIGHTING CALCULATION 145a SQFT. X 3 LUTS/6Q.FT, 4.5 KUjS 1000 a 0 3-1/0 THUIN CU. IN 1 1/2' CON. 1 014 THUN CU TO 2-5/5' X S' LONG GROUND DRIVEN ROD FER N.E.C." TO FFL POWER CO. Clu. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL.) SCALE: 1 /4"=1 `-0" A1C COMP THESE PI-06 AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO i COMPLY WITH ALL APPLICABLE CODES. G Q } O 00 00 QO v O W <n Z W } N < G x o < CD a 0 N r www,GLEAssociates.com 1 y"- JUL 2 9 2003 R. �UINN TURNER Drawing Not Valid Unless 5lgned, Sealed & Dated Ely Registered Professional uj UJI �. em 1 r My LLJ 0 CL UJ � a<` o CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. L.UCIE, FL 34986 OFFICE: 772, 468, 470 3 FAX: 772.468.4603 NO, REVISIONS DATE OASTL.EPIAIES TOU.INHOMES ISSUE D ATE: 07/2811/03 DRAWN BY: RNF CHECKED BY: OT • � %.; PLAN S H E E T N 0. 10