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I 0 32' - 0'1 I 1 —011 IrJ1_0u II A11 21 311 I p,_1011 2'_311 1'_411 11-�11 1-A1: 1 RO.211/4 X63" I RO.211- "X63' / �2355H 1 �,355H Pl-O(�:) SGAL_�: 1 LEFT FI L "N li4 11 = P _ i�ZD11 FJA 32'-011 151-011 111-011 1 I 11_411L 131_811 II_4,1� 21_311 1, V-10" I ,. 2'_3" 1'_4" (SENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALLS. 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 50ALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTAC.AL 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. II. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.BC. 1552 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LEb5 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR 4R124 C14l.CUL4TION LIVING AREA AIG 1530 SQ. FT. GARAGE 230 6Q. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 5Q. FT. TOTAL UNI" ER ROOF IS05 5Q. FT. KZY NOTE& P001 CL05ET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE)TO CUT61DE P003 VENAL.=I?aD VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.I11I. BLIC VENT W/ 5CREEN B FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P005 T_@,° U1AL1 P009 MIRRORED P010 PANTRY W/ 5 SHELVES POII LINEN W/ 5 5HELVE5 P012 22" Y, 36" ATTIC ACCE55 W/ LIGHT 4 SWITCH P013 1 1/2" X 54 WE). RAILING 4 2" PICKET a 5" OC. P014 GL5.BLK fl HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT s GARAGE DOOR m FLR"LEVEL POII CABINET ABOVE 1-015 B' CEILING P010 TEMPER GLA55 5001 RECE55 MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE f Equipment 5chedu1. 6 # SEE a•os'HSF Cond. Uni o A/H Unit Mod, Her Mod1#, Total Cooling 0 4� 32 CFM 5" 56 • . 90 r 135 r 190 r 260 10" 340 12" 560 14" 935 16" 1400 THESE PLANS AND ALL ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT t' MAYBE NECESSAPY IN ORDER TO FL O(:�:)}R SG 4L E=: "X63" '/i 355H Ii;i,' RIGHT ngg3 �L "h1 1/4 11 = 1' _ /TII ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: elm 1LJ aV S1r• ilk LLj LLj tIi O O PERMIT/CONSTRUCTION 1DR NVIN G 1 •.yi a <5Y NOTEM P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF III R-II INSULATION BETWEEN GARAGE AND A/C P005 120 5Qt IN. BILK VENT W/ SCREEN a FLR. LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6" WALL P00% MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT / SWITCH FI 1 1/2" X 5" WD. RAILING ( 2" PICKET ® 5" O.G. PON 31_5.51_K, (I HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT m GARAGE DOOR v FLR.LEVEL P011 CABINET ABOVE P018 W CEILING POM TEMPER GLASS 15001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 15006 KNEE SPACE 15001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ D15POSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN KO05 COOK TOP K006 DISHWASHER EOOI ELECTRICAL PANEL E002 , ELECTRIC METER E003t A/G COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EOUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT III $001 BRN'G WALL WD. STUDS ® 12" O.G. 5002 511 WALL WD. 5TUD5 0 16" O.C. Y C700FZS eC:-,HEC�ULFEE 512E OPENING T GT -REMARK ® 2/068 HG O 21iZ2b8 NG 28ro8 SG 2�SFo8 MTL W/ AUTOGL05EFRe O 30ro8 NG 3Oro8 MTL �� 0"� /0 1&&a E3F SWING ESIFOLE:�> O 20&a BF (� 2,1 BF O30ro8 E5F 4068 E3F SP>ro8 E5F OO /o0rea8 8F lE"010 OVEFiI CsARAGE DOOR 8®10 OvEFI GARAGE POOR 5�rci8 HP MIRK. 2-2068 MTL FRENCH I LITE WINDC)W& 4SC;D &CHEDULE SIZE OPENING T G2 REI"IAF2VG O 2451-4 _,..EGRESS - O 2Gy51-I ® 345H EC3RE SS 0 355H _ — 3�SH — O 3040 HR _ 4®40 HR EGRESS 4030 HF2 (® 50108 SG� © 6m80 SGi� - ® 9�J80 SGp f�- 12080 5G� Iro�80 5G PAN. AIR COND SCHEDU Unit #G Make: Cond.Mod .# - A/H Mod.# - Htr. Mod. _06- Cooling U 3 5-00 Heati BTU . �D0 EE Rating 0. ©�T Ton 3 AIII -5-1 S 26/,565- L E fir 7, 93 S CzrmNERAL I. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY GALC5. '.... 2. PROVIDE 120 60.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. - 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE SO" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN '. 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETEGTOR5 SHALL BE HARD WIRE 110V W/ BATTERY BACK UP_ MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C, 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1663 $0, FT. 15T FLOOR 1000 SQ. FT. 2 ND FLOOR 653 5Q, FT. GARAGE 406 60. FT, COVERED ENTRY 30 SQ. FT, COVERED PATIO I6 5Q. FT, TOTAL AREA 2195 5Q. FT. 2 IN1D FLLOfi� SCALE: `-- coo -ri 1 ------------------ on ------------------- [7fl nnci I I Emma I COVERS I I PATIO 1 9'4 CL I G I I � i 2-24 H EGRESS n Flnn , x COVERED pAtl K� I � � 1� fl 9'4 CL'G BEDROOM �2 I III x 911'2" I 6050 SGD 1 9'4 CL'G - ,tit�ti n n 12'-0" A BEDROOM pit r7l I I 9'4 CL'G Ala � y 4.-10 2668 BF <, f i -04>3 ----- Pmm2- i Ii 9 PIIA V II rt Y, ,I 2P.65 � i 1 I BAT 0 V4 CL'G/ Da v f I Nvf (k4M1 E00 W / E004 n f 1 Pmm4- E EV. + 5'- 1/2 3050 f' TL. W/ Ff. . AB` VE IE" SIDELITE 0 14" GLASS ti © CsARACzE I ;n 9'4 CL'G/ 1 �i I .• I I 7� 111 4 I._--- ---------------------------------------------_-- — 1' 16010 O.H. GARAGE DOOR ii F. E002 2'_0" 2'-0" 6 1 I1 10" 26'-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 APPII.ICgLT F L O O SCALE: F7' L "N I i4I.IN I, - cz>" PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: ro� V 0 > L�LLI Cie Cieu U O � .UW wlj + 0 ]G 0 03 h U o 1 V) t p P LV — O 10 XX lily � 10 W y a Q '0 La O a EIib 22 A O O AM 4 mom U y h M O u r o U z m z z � O O u � a C4 CA Y NT6 Pool CLOSET W/ VINYL VENTILATED WIRE SHELF Po02 DRYER VENT (SMOOTH TYPE) To OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE_ AND A/C P005 60 SO.IN. BLK VENT W/ SCREEN 9 FLR LEVEL 1-006 42" IQJEE WALL Fool PLANT SHELF ABOVE FOOS 1'-6" WALL POOS MIRRORED Polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT d SWITCH p013 1 1/21, X S" WD. RAILING t 2" PICKET e 5" O.C. P014 GLSfX.K. (I HRFIRE RATED WHERE REQUIRED) 1-015 HEADER ABOVE P016 60 80.1K VENT ® GARAGE DOOR 6 FLRLEVEL 1-011 CABINET ABOVE Pols &' CEILING pole TEMPER GLASS Bo01 REGESS MEDICINE CABINET W02 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN B005 RECEiSS SHOWER W/ CER. TILE WALL BoO6 KNEE SPACE Bool BANG OF DRAWER BELOW <001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REF)PIGERATOR Koo4 DOUBLE WALL OVEN K005 COOK TOP K0o6 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 FUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT SOol 13m+G WALL WD. STUDS 0 12" O.C. 8002 15WG WALL WD. STUDS 0 16" O.C. i I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE_.."_pER ENERGY CALCS, 2. PROVIDE 120 50.IR OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3, DRYER MUST VENT TO OUTSIDE" 4, SET HarwATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE_. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. s. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" APP. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. ll. ALL WATER CLOSETS, LAVATORY, 91-IOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 4S-R2 OF SPB.C. IS92 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 OF THE OPENING SHALL BE NOT MORE TI"IAN 44" OFF THE FLOOR AREA CALCULATION LIVING AREA A/C 1847 50. FT, I ST FLOOR IOS3 SCE, FT, 2 Ni) FLOOR IrP4 SO, FT. C%ARArxE 254 S(;2 FT. COVERED ENTRY (Al sa FT. COVEREL> PATIO go ea F-r. TOTAL AREA _ + 2!n2 5(,t. 4=T. Equipment 15cheoulc Unit # _. SEER % , 5PF Make5 'R cond. Unit Mod.# A/H Unit Mod.# ( qm Heater Mod,# ':eq-08c6 Total Coolin.3 'e / 0 5ene1b1e Co, mg 1021 S $ latent C q 2 NE:�) FLL(::)FR SG,AL-Mt f=::'L 4XN 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. Eo03 i R006'X 63" 2-2581-1 EGRESS f7 ALA-N 1 /-4 11 11 _. r7_s 11 CASTLEP NES TOVVNHOMES 1. GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED, 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3. FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6-MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f'm = 1900 PSI AT 28 DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. NONE 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4.9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 - EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). 5.2. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 2500 PSI SLABS ON GRADE 2500 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION. 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN. 5.9. LENGTH OF LAP SPUCES 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 Y O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0' 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDI11ON OF THE STANDARD BUILDING CODE. BU LD NG 156 0 W� J LO Jm���00 m C3 o�o�� W N z W z o�� 0 N www.GLEAssociates.com AA0002369 LOTS 156� 157� 158� 159� 160� 161 R. QUINN TURNER STRUCTURAL GENERAL NOTES 6. PREFABRICATED WOOD TRUSSES 6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTINANT DESIGN CRITERIA REQUIRED BY THE 2002 FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7. WOOD 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8' PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12' O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.3. WALL SHEATHING SHALL BE 1/2' PLYWOOD PANELS, STRUCTURAL I, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 10d NAILS AT 4" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.4. PLYWOOD SHALL BE EXTERIOR TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83. 7.5. PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: REPETITIVE USE MEMBERS STUDS & PLATES CONSTRUCTION GRADE JOISTS & RAFTERS: 2 X 4 TO 4 X 4 INCLUSIVE N0. 2 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS: 2 X 4 THICK NO. 2 6 X OR LARGER NO 1 POST & MULUONS: 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLA EOUS LUMBER BLOCKING. FURRING, ETC. NO. 3 7.10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%. 7.11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED. 7.12. 2x SOLD 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 8W IN DEPTH. USE 2X3 OR AN APPROVED METAL TYPE BRIDGING. 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS -JOIST MACMILLEN OR ACCEPTED SUBSTITUTE. USE TREATED WOOD AT EXTERIOR CONDITIONS. STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES. E= 2,000,000 PSI G= 125,000 PSI Fb= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv= 290 PSI Crp= 1.85 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENINGS". 7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL PRIOR TO THE MODIFICATION OF THE MEMBER. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS TO SIDES OF STUDS-8' DEPTH OR LESS 3-16d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS___4-16d JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE__3-8d STUDS TO BEARING- TOE NAILS EACH SIDE_ __2-8d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END__2-10d TO JOISTS OR RAFTERS BEARINGS -TOE NAILS EACH SIDE__2-10d BLOCKING BETWEEN STUDS EACH END -TOE NAILS __ _2-10d END NAILS PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER __ 2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 40) _16d ® 24" O.C. RIBBON TO STUDS 1" x RIBBON 2" x RIBBON Y DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD_ _ ___i6d 0 16" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE__-6-16d UPPER TO LOWER PLATE AT INTERSECTIONS__ 3-16d JOIST TO BRG., TO NAIL____ __2-16d BRIDGING TO JOIST, TOE NAIL EACH END 2-16d STUD TO SOLE PLATE, TOE NAIL_2-16d DOUBLE STUDS, FACE NAIL ____ _16d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL__ ____16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL ___ _2-16d JOIST, LAP OVER PARTITIONS, FACE NAIL __ _3-i6d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL__ _2-8d B. MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL BE HILT] "KWIK-BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.2. EPDXY ANCHORS SHALL BE HILT] "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SNT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-IJ MODEL 'E' FOUNDATION PLAN -LEFT A-12 I MODEL 'C' FOUNDATION PLAN A-13 MODEL 'D' FOUNDATION PLAN A -IA MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2.1 MODEL 'E' FLOOR PLAN -LEFT q-22 MO F DEL C 00 L R PLAN A-23 MODEL 'D' FLOOR PLAN A-2.4 MODEL 'E' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'E' TRUSS PLAN -LEFT A-42 MODEL 'C' TRUSS PLAN q-43 MODEL 'D' TRUSS PLAN A-4.4 MODEL TV TRUSS PLAN -RIGHT A-5 DETAILS AMC) SECTIONS A-6 DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-I ELECTRICAL PLAN E-I.I MODEL 'E' ELECTRICAL PLAN -LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-1.4 MODEL TV ELECTRICAL PLAN -RIGHT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COLNTY FIRE DISTRICT REVIEWED FOR CONIPLIANCE SLBJEC'T TO FIELD INSPECTIONS SEE kT'TACFiED RTEVISI9 N� SHE T REN IEN� D BY: DATE: Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional T W r Q co W _ 0 .O r 0 = ♦^ Z U. Z 0 U.) LL C) i- IIIIIIIIIIII� U) > : 1'` � Uj W z 0 J o 0 a d "� Ln -j a J m W I. - �: U) a v � O J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 156 rwoei c Wr M LOr M l.Gir Y LOr M roord. Lm We uW ■1 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00211 I S S U E D A T E: 03/31/04 D R A WIN B Y: RNF C H E C K E D B Y: QT SHEET TITLE COVER S H E E T N 0. c m 1 FC)UN7_),4T I ON BEAMS SCHEDULE NO 61ZE TOP MID BOY WMAll LeaTH UNFLOAD ILLED FILLL�p OAD T51 W X Y' I • D 1.5 u- 9EE TYP. sl4LL WCTION Oe' x D' I • s °-°LOOC 1'-6• 1500• SW leer O N X Y' I• D 1 1 •5 O-eLOOC TOP cofIG LMll eott 6'-6' eOO• 1565 3260• OD• x Y• 1.0 1 1 1 • D Lrtne�eorr. 71-6' 1500• 15W 2ee1• ® s• x Y• I • s 1 I •5 y 4'•6' BOW 1060• 46150 O e•XY• I.5 I•D V-DLOCK TQ• GANG LMIa Dorr. 111 1 1500• 065• 3260- °'XY' 1•e r1'-4' 500• 361 9111.310'-6• tbil, 500• II2Z 2114 s'x9s' 1 • e c LMa�DGR. 6'-6• eO0• 1565• 3260• 15WAN.E e•W.orx 9 e• x 40• I • s I • s 1 • s r °� nro LONG. LN1FL Dori. 1'-6' 1500• 1550• 2ee1- /� Y Ir01 e•xx. 1•e 1•e 1•D m c�LlMa eoTt 11'-4' 11O[A W 100v L LN1'ELe TO BE CAOT-CITE HOW-sTRAMTH PFEL56T A N LINTELS yy{ �-�.-�.TE�� LII CONC LINTEL" TM��T\PE�Lg ©THp V DOI$LE U-13LOCK F1rECA6T FILLED CONr. 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REVISIONS DATE BUILDING 156 MDDEL C LOT a L.OT YT D LOT M LOT YE MOIL LOT MWEL C LW YI CA5TLI=PINT=5 TOWNHOME5 J 0 B N 0, 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Awl COLUMN SCHEDULE 1 S' X Ib' CONIC. BLK FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. O 8' X 12' CONC. COL. W/ 4 • 5 VERT. AND "3 TIED ® 12' O.G. O� 3 I/2' X 3 I/2' X I/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O 8' X X C COL. W/ b" 5 VERT. 0 AND 3 TIES 12'S o 12' O.G. Q E::, 8' X Ib' CONIC. COL. W/ 4" 5 VERT. AND M 3 TIED s 12' O.C. O 8' X X GONG. COL. W/ b" 5 VERT. 0 AND 3 TIES ®12' O.C. ® 8' CONIC. BLK FILLED CELL W/ 2 w 1 BAR TIED TO TIED BEAM AND 2 1 FOOTING. O ❑ ❑ 8' XIb' GONG. BLK FILLED CELL M W/ I 5 BAR TIED TO TIED BEAM AND FOOTING ® 4'-0' O.C. MAX. 1 O a o 8' X Ib' GONG. BLK FILLED CELL W/ 2 ' 5 BAR TIED TO TIED BEAM AND FOOTING. 11 Ib' X Ib' CONC. BLK FILLED CIaLL W/ 4.5 BAR VERTICAL W/ •3 TIES + 12, O.C. • • FOOTING SCHEDULE O L Ib' X 18' THICKENED EDGE GONG FTG. W/ 2 +' 5 CONT. © 8' X 8' THICKENED EDGE CONCRETE FTG. W/ 1 " 5 CONT. L © X 36' X 12' CONCRETE PA17 W/ 4. 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 • 5 CONT. O W1 X 55 THICKENED EDGE GONG. FTG. W/ 3 " CONT. (D12' X 20' CONIC. FTG. W/ 3 " 5 CONT. AND 1 " 5 TRANSVERSE g 48' O.G. © 12' X FTG. W/ 2 " 5 GONT. 16' MIN.IN. BELOWELOLU GRAPE O� 42' X 42' GONG FTG. W/ 4 +' 5 EACH WAY 2X WOOD STUD BEARING WALL o Ib' O.C. o 0 0 0 2011 9BEARING WALE FTG. @ GAR. DROP DETAIL CONNECT TO 1=XIST. SEWER LATER,4L f=L Ut* f S f Nr-z R f S UNITIIEII 0 i IT M '-4" 13'-8" r — � ■■ I------------ -- L T—J lE3/ (� 14 in '-4" I -0" 12'-4" 8" N o ■ mini In, MI I ------------ —� I I SLAB SHALL BE A MIN. 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH b' X b' 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. 95% PROCTOR DENSITY TEST AND WITH VAPOR BARRIER POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 MIL VAPOR BARRIER - FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE i TO BE 2,500 PAP. MINIMUM. L------, i 9'-10" 16' 0 I N JDi 2'-3" I i I O v2 I m' - m II I � 1 r 1 I ■ — / FINISHED FLOOR ELEVATION TO BE 18' MINIMUM /� ABOVE TOP GROWN OF ROAD of �J r/ II — — — J 9" 10,-0" I 11'-10" I 44 POST SECURE W/ SIMPSON M1T28B ON BOTTOM I AND (4) SIMPSON ST 18 ON TOP I 1 I ■ 1 I I I 1 I 1 CONTRACTORS SHALL VERIFY I ALL DOORS E WINDOWS 1 OPENINGS W/ MANUIR I I I I = m 1 1 LO OL .I. I I � I � I 1 o I I I I I I ° WT r l� Lj L-------� ---- ----J 3'-4" 1. 4'-6" 1. 5'-4" I 2'-6" [1'-8" [8'[ 910" u 32'-0" E A-1 TJ THESE PLANS ANO;1:i �JRE SUBJECT TO ANY CORRECTIONS REQUIRED BY 1'17 LD INSAMT'ORS THAT MAY LEE NECSSSARY IN, 075 TO COMPLY VY)Till ALL n F Lii'v*A;a it►UA 0 W� =o 00 � o J N :4: mMM�� Q W ^ Ln w o 0 o o w N Z W < Z o a < 0 N www, GLEAssociates. com AA0002369 l ~ R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional T- Lu � Q � W (5 cc Lt) O 4 r Z V Z LO w C)_ .W > � 0 J Q Z J � CD Co G LLJ m Lu rt+ O a U J Cc CLIENT: KOLTER SIGNATURE HOMES 216O NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING 15ro CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 D R A WIN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0. AmI.1 COLUMN SCHEDULE K 1 SIX 16' CONIC. BLK FILLED CELL W/ 2 05 BAR TIED TO TIED BEAM AND FOOTING. 2 • 8' X 12' CONC. COL. W/ 4 w 5 VERT. AND w 3 TIED w 12' O.G. O3 1/2' X 3 1/2' X 1/4' STL. COL. ® Fill 4' X 4' X 1/4' STL. COL. O > 8' X 0 X E CONC.2'COL. W/ 60 5 VERi. AND "3 TIES o 12' O.G. © • 8' X E GONG. COL. W/ 40 5 VERi. AND • 3 TIED • 12' O.G. O 8' X 0 k E CONC.121COL. W/ 60 5 VERT. AND " 3 TIES • 12' O.C. ® 8' GONG. BLK FILLED CELL 2 1 W/ 2 � 1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ S' k 16' LONG. BLK FILLED CELL W/ I • 5 BAR TIED TO TIED BEAM AND FOOTING • 4'-0' O.G. MAX. o IIILLL JL > 8' X E, AR T BLK FILLED CELL W/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. 11 I6' X 16' CONIC. ELK FILLED CELL W/ 4.5 BAR VERTICAL W/ 113 TIES • 12' O.G. ' FOOTING SCHEDULE O W1 X 18' THICKENED EDGE CONC. FTG. W/ 2 " 5 CONT. B 8' X 8' THICKENED EDGE CONCRETE FTG. W/ 1 " 5 CONT. C 36' X 3i X 12' CONCRETE PAD W/ 4" 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O W1Iro'X 20' THICKENED EDGE GONG. FTG. W/ 3 " 5 GONT. O 12' X 20' GONG. FTG. W/ 3 0 5 CONT. AND 1 " 5 TRANSVERSE o 48' O.G. lul Il X 24' GONG FTG. W/ 2 * 5 GONT. 16' MIN. BELOW GRADE O LEE] 42' X 42' GONG FTG. W/ 4 M 5 EACH WAY 2X WOOD STUD BEARING WALL • 16, Al � 20' OO BEARING WALL FTG. ® GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID BOT REMARKS LENGTH � LOAD ULWO'&D LOAD FILLED LOAD T01 B' X 16' I.5 1.5 DCL LE BEE TYP. WALL 6ECTION SLOCK O 0' X B' I •5 U BLOOtC 1'-6' 1500 • 1550• • eoTt • 8'-4- ,us. 2801 O B' x I6' 1 •5 1 •5 u-BLOL TOP 1565 32600 r n. LINTEL Bort. I b'-6' 800 3 0' X 16, • 5 •6 D-BLOCK TOP CCW- LINTEL BDrr. 1'-b' 1500• 15500 2SS1• ® B' X 16, 1 •5 I •9 U•BLOCK �" 4'- 1500 1060 4815 eoNC. LINTEL Bore 6' O B' x 16' I• 5 I• 5 D-ftom TOP 1500• GONG LINTEL 15 T - V-6' 1565 3260 6 0' x 16' • B 1 •5 UCON-GOLKRTTFL 15G T. 11'-4' woo 3010 -311• 0' x I6' I -5 1 •5 U-BLOCK'm CONC, LINTEL BOiT. 10'-b' 500 • 1122 • 2114 • K ® 0' X 30' I -5 1 •5 1 •5 CBLK MAID cu+C LINTEL Do 6'-6' 8000 15650 32600 DOUBLE U-BLOCK 1 •5 105 1-5 Cam• ELK MID 1'-6' 15000 15500 2SS1• COWL. LINTEL WIT. DOUBLE U-BLOCK B' x 36 I • 5 lot, • 5 I • 5 Lor1c. LINTEL 0D . IT-4' 11000 NR 1000• 19V.B'OG I. LINTELS TO BE CAST-CRETE HIGH-STF6:NGTH PRECAST . PRE-6T1�66ED U LINTELS U-BLOCK PRECAST GONG LINTEL BEAM T ES 2�TI4RU SU Id_ St] DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES DOUBLE U-BLOGK PRECAST FILLED GONG. LINTEL BEAM TYPES Im 3' VT III 3;rT 2. VT LV I 112� III co I I Lv wC we II HI E 3' SK 3' vT CONNECT TO EXIST. ��U1"fBINC �IS�R nGa SEWER LATERAL 2' Lv CO 26'-0" - �- �LL4L .• L � �LLLLLL ��L. �• LLL4L•� CONCRETE SLAB (V TOP OF BM. + II-4' II � II II I I I I ■ II I I I I I I —I I 8' X I6' CONIC. T.B. UU 2 05 TOP n • � ero. . • a rlva � c1 2 ND FLOOR PR,4MINC= PLAN 114 • - 1' - .- T II II II - 11 4v —V 13'-0" 13'-0" -3" 4 r— 2 L-- � ----- --I——I—�-------- --I .. I--- I_— — —� 4'-2" I 6'-2" 2'-4" 3'-4" 6'-2" 3'-2" I I I 1 I I I I I I I I 60 1 I I I I I I r* I I I I I I I I � I I I I I I I I I I■ ■ �--------------- --I II I I I I I I I I i SLAB SHALL B WITH FIBER MEW A MIN. 4' THICK INTEGRAL OR I I I I REINFORCED WI 10/10 WELDED W H 6' X 6' X RE MESH, I I GEN7ERED IN G GRETE DOUBLED 30' EYOND BACK " I I OF FTG. * FOOTINGS TO BE I WELL COMPACTED I TO MIN, S516 PROCTOR PLACED OVER a^ CLEAN FILL DENSITY I I I I I I TEST AND WITH BARRIER POISON SOIL U I TERMITES BEFO MIL VAPOR BARRIER. FINISHED FLOOR BE IS' MINIMUM GROWN OF ROAD. CAPACITY FOR TO BE 2,500 PX T � � I 9" 3 ---------- VAPOR ER SLAB FOR PLACING 4 2 ELEVATION TO SO V AV ABOVE TOP \ SOIL BEARING \ HIS STRUCTURE F. MINIMUM. ^ spy, \\ ��� v v •o, � I I I I ■ _ Ev. wkilo I I 1- C� I I I I V I I � I I I I II I I ��) `� ■ I 5 E • — —I I m- 011 I ' — I I I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD I I I ■ ■ ■ C - I I I I w o I LO o I I I I CONTRACTORS SHALL VERIFY 2) I I ALL DOORS 4 WINDOWS I VCJ OPENINGS W/ MANUF. I I I — ------------- \ry 0 I--- I 1 j N ■ O 2, oe n 16'-0" 2'-0" 5-8" I 20'-4" J L J 0 I �n -0" 26'-0" -0" E� EL C a-� A-1 �� W THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA31E CODES. 0 Lu¢ J � � N mM��� J Z N J rD do mo ^ n Of w O D 0 0�^ n N Q Z O x z a < 0 to M www.GLEAssociates.com AADOD2369 Orly �a -fl 2 `ZJfl�.: R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional V" cc W � W co co v m L0 r O (1)� = 0)0 `— zLc)w O r- r J co > V o 0 z a O � mw J a J mN Ja U) 0 a L) J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 156 010 1-1161119w CASTLEPINES TOUINI-IOMES J 0 8 N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Aml.2 COLUMN SCHEDULE 1 8' X 16' GONG. BLK FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. O 8' X 12' CONC. COL. W/ 4 " 5 VERT. AND " 3 TIED ® 12' O.G. O� 3 I/2' X 3 I/2' X I/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O > 8' X X GONG. COL. W/ 6" 5 VERT. 0 AND 3 TIES o 12'O.C. © 8' X 16' CONC. COL. W/ 4" 5 VERT. AND " 3 TIED a 12' O.C. O 8' X X E GONG. COL. W/ " 5 VERT. 0 6 AND 3 TIES ®12' O.C. ® 8' X 12'CONC. BLK FILLED CELL W/ 2 ""I1 BAR TIED TO TIED BEAM AND 2 FOOTING. O ❑ ❑ 8' XI6' CONC. BLK FILLED CELL W/ I 5 BAR TIED TO TIED BEAM AND " FOOTING • 4'-0' O.C. MAX. 1 O a 8' III5 GONG. BLK FILLED CELL 2 W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. Fq�) b' X 16' CONC. BLK FILLED CELL FLuuj//4"5BARVERTICAL 4 TIES o 12' O.C. • • •• FOOTING SCHEDULE O W/ XIS° THICKENED EDGE CONIC. FTG. W/ 2 " 5 CONT. © 8' THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. © 36' X 36' X 12' CONCRETE PAD W/ 4" 5 EAGI-{ WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O L X 5 THICKENED EDGE CONIC. FTG. W/ 5 W/ 3 " GONT. X 20' CONC. FTG. W/ A " 5 CONT. AND 10 5 TRANSVERSE o 48' O.C. 12' X LONG. FTG. W/ 2 " 5 CONT. 16' MIN. BELOW GRADE 42' X 42' GONG. FTG. W/ 4 " 5 EACH WAY (D12' lul O� 2X WOOD STUD BEARING WALL ® 16' 0.C. G v 0 0 0 b 20' 10 BEARING WALL FTG. @ GAR. DROP DETAIL s CONNECT TO 1EXIST. SEWER LATERAL FLU1�-15ING3: fRIeER UNIT "E". 32'-0" 17'-O" 15'-0" - 2'-3" I. 9'-10" L 2'-3" 1 -4" 1, 13'-8" r — � ■ - ------ ------ ..m T J (V I 1 O � I I,. 8" 12'-4" � 2'- I 1 ■ n 1 o [NMI■■■ SLAB SHALL BE A MIN. 4' THICK I 1 WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X 1 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE I 1 ■ — DOUBLED 30' BEYOND BACK OF FTG. I FOOTINGS TO BE PLACED OVER I 1 WELL COMPACTED CLEAN FILL 1 TO MIN. S5% PROCTOR DENSITY I TEST AND WITH VAPOR I ■ — BARRIER 1 POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD. SOIL BEARING I ■ CAPACITY FOR THIS STRUCTURE — TO BE 2,500 P.S.F. MINIMUM. I ■ _ _J 6" 17'-0" I B'I 3'-2" 1' I I 01- mil 1 I I I 1 . FINISHED FLOOR ELEVATION TO BE 18' MINIMUM\ I I I ABOVE TOP CROWN OF ROAD \ I 10'-0" 9" I I I I I 1 I 11'-10" 4x4 POST SECURE W/ SIMPSON MTT28B ON BOTOMI —I— — — — — — — — —I AND (4) SIMPSON ST 18 ON TOP I — I J I----------� --- ---- I I I CONTRACTORS SHALL VERIFY I I ALL DOORS a WINDOWS 1 I I I I I OPENINGS W/ MANUF. I I 60 I I CL I I I I I 4 I I I I I I I I I I �.. 0 N I 3, g I ■ 2' On 1-----J — — — — --------J m -6" 5-4" ( 4'-6" 3'-4" 17'-4" 32'-0" A' 1 �101)EL E P i LO 'o I IQ 1 1 L---J im THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AXY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES° H�r 0 Lu� J ^ In mMM� N J ¢��`°00 0 0 oso�o w ozw<t N a o x z o 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional � W uj _ + r � "L In ..��pp0 LL Z Z� co LL O _ _ U)N> 8 O L J Q W Z dco v Lc)� V v m W O J Cc KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 156 CA6TLI=PINE8 TOWNPOMES J 0 B N 0. 04750-00211 I S S U E D A TE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN SHEET N0. AmIA GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 185' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.-I SQPT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. •2 Flo =1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SalK BLK VENT W/ SCREEN • FLR LEVEL 1-006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET • 5' O.C. 10014 GLS.BLK (I HRPIRE RATED WHERE REQUIRED) F1015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING P019 TEMPER GLASS 13001 RECESS MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB E 004 CULTURE MARBLE SHOWER PAN B00S RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL KOM 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/EQUIP7MENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 8001 BRJ'G WALL WD. STUDS • 12' O.C. SO= BRN'G WALL WD. STUDS • 16' O.C. FLOOi@ SCALE. wm 3 2 ND I=LOOFP, OCALE. { r PL AN 1/0 . . 1' -'Sp. 1 I=L ,AN i11ml�����I�������'lA� u COVERED PATIO IIII I A. I{.� II. �.i MASTER BRM Zi f �la;.�.���/ MIN LN LIVING ROOM ION UW W ROOM LIVING ROOM � � At .. RGsr�li�� �Ipp-'�� Ii�IG11CY1�l71� �'����� � ' �j�<�A:�L 'll �w I ��*E I � �\� � : i�,��el�� :.' !� /�S'�aE � oil oil �� �rm q 1 �I��IR ��� �1�71 "� 1 'r±■I Imo- ■F.. - � ■ ��`� ��Ill ."Few 1■� DINING ROOM ��.� I11�„ I I � , a 1-111 �� mill J .III► mi mi ME-, lmmmi NONEml I 1„rOD E L E AREA CALCULATION "E" LIVING AREA A/C 1530 sa FT. GARAGE 230 Sri FT. COVERED ENTRY 30 ea FT. COVERED PATIO 115 SO. Fr. L TOTAL UNDER ROOF IS05 Sa Fr. E 110DEL G A-2 AREA CALCULATION "C" LIVING AREA A/C 1653 ea FT. IST FLOOR 100E ba Fr. 2NO FLOOR 653 Sa FT. GARAGE 406 ea FT. COVERED ENTRY 32 6a FT. COVERED PATIO 16 Sa FT. TOTAL UNDER ROOF 2195 ea FT. AC2 1"rODEL D AREA CALCULATION "D" LIVING AREA A/C 1841 Sa FT. IST FLOOR 093 ea FT. 2ND FLOOR 754 SD. FT. GARAGE 254 ea Fr. COVERED ENTRY 61 SO. FT. COVERED PATIO 5m Sa FT. TOTAL UNDER ROOF 2252 Sa FT. ° 1„�ODEL G A-2 AREA CALCULATION "C" LIVID AREA AIC 16a3 sa FT. IST FLOOR Immm Sa FT. 2ND FLOOR 683 SO. Fr. GARAGE 406 ea FT. COVERED ENTRY 30 ea Fr. COVETED PATIO 16 ea Fr. TOTAL UNDER ROOF 2195 ea Fr. AC2 11 O_D E L D AD2 AREA CALCULATION "D" LIVING AREA A/C 041 Sa FT. IST FLOOR !'093 Sa FT, 2ND FLOOR 154 ea FT. GARAGE 254 ea Fr. COVERED ENTRY 61 ea Fr. COVERED PATIO 90 ea Fr. TOTAL UNDER ROOF 2252 Sa FT m W� J � � � O 00 d m M M00 r O �j p � vW z o�� 0 N www.CLEAssociates.com AA0002369 R. aJINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional r W r IO ,,AA v+ W _ v ../ r ® Won 0 CD to v Z � LL Z Ln w ®_ _a r- T N CO) > O 0 L J G W Z IIIIIIIIIII� Z a •�i L �` LU J A J M� Lu I.i W y ~ Q CO) d C.)Q CO i CLIENT: _I_ KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 F_I OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE ,7 1 IODEL E < AE2 AREA CALCULATION "E" THESE PLANS AND ALL PROPOSED WORK - - ARE SUBJECT TO ANY CORRECTIONS LIVING AREA A C 53ea Fr. GARAGE 230 Ba Fr. REQUIRED BY FIELD INS ECTOR$ THAT COVERED ENTRY 30 ea Fr. COVERED PATIO I5 Sa Fr. MAY BE NECESSARY IN ORDER TO I ' TOTAL LWDER 9m5 ea Fr. COMPLY WITH ALL APPLICABLE CODES. BUILDING 156 r'IGOM E LOT" I LOr si I LOT "I LOr "I LOr *0 LOT CASTLEPINES TOUNNOMES J 0 B N 0. 04750-00211 I S S U E D A TE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. Am2 KEY NOTES PO01 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK• VENT W/ SCREEN a FLR. LEVEL P006 42' KNEE WALL 10001 PLANT SHELF ABOVE PODS 7-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT t SWITCH P013 1 1/2' X S' WD. RAILING E 2' PICKET S 5' O.G. P014 GLS.BL< (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01-1 CABINET ABOVE P018 8' CEILING POI9 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 500-1 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN E . 1mkIm K006 DISHWASHER E001 ELECTRICAL PANEL £002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E00i CENTRAL VACUMN E00S AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS • 12' O.G. 5002 BRN'G WALL WD. STUDS O I6' O.C. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4_ SET HOTWATER HEATER AT FIN_ FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 7. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER- 8- ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. c3. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE 'INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA 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 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 &PF. 02 Fla =1000 AREA CALCULATION "E" LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 905 SQ. FT. FLOOR PLA A-2.1) SCALE: 1/4"=1'-0" THESE PLANS AND t;LL 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 KEY NOTES POO1 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK. VENT W/ SCREEN ® FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P00S 1'-6' WALL P0m9 MIRRORED POIO PANTRY W/ 5 SHELVES 1=011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD. RAILING 4 2' PICKET ® 5' O.C. P014 GLS.BLIG (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE POI8 8' CEILING P019 TEMPER. GLASS BOO] RECESS MEDICINE CABINET B002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS o 12' O.C. 5002 BRN'G WALL WD. STUDS ® 16' O.C. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL SE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST SE VENTED TO OUTSIDE. (6. ALL BATH ROOM FLOOR AND SASE SHALL SE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 7. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 60" AFF OR AS PER BUILDER SPECIFICATIONS. g. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10. 6MOKE DETECTORS SHALL SE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA 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 ECI SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 Flo =1000 AREA CALCULATION "D" LIVING AREA A/C 84T SQ. FT. IST FLOOR 1o93 SQ. FT. 2ND FLOOR -754 SQ. FT - GARAGE 254 SQ. FT. COVERED ENTRY e, I SQ. FT. COVERED PATIO 90 SQ. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A-2.3) SCALE: 1 /411=1 '-0" -U 26'-0" n 2'-3" L 8'-4" 5'-9" 6'-2" 2'-11" 1 0" 3'-2' m I FIXED GLASS 2-249H EGRESS 2681- 13'-0" 12'-0" N Q LLL -LL94K TENANT WALL REPARATION • k � c)f li =wW�AI0A '"TM_WnNa,4n2 jiY u'_ uses o Nle lunm. No roetlaATlaNe nA uw.L novo[ ex �4aum ea sloe Or MAR uw.L rcwe CY>HOIIIt A!b ewALLw eaoas OPTIONAL DEN W/ 2060 DOORS — — — — — I 13'-0" 1'-6" 10'-6" v LOFT 42' WALL-----,,8'0 CL'G 2'-0' F'001 I� n N 10'-4" 4 -8" xa 11'-0" m E I� 5 4.1, 3'-8" z} On 3 -4 0 - 0 I •"I BATH #2 II of 9'4 GL'G/C 28681 � DN �' 8003 -- 3 " 4'-8" 6-8 '-4n -- 5'-4" 4" 3' " 01� CCIt H `j BEDROOM #2 BEDROOM #3 94 CL'G 94 CL'G o — I it'7 13'-0" 4' 12'-0" I 4'-7" 4'-6" 8'-2 4'-6" 3'-7" 348H EGRESS 3484 EGRE88 I 2'-6" 9'-5" 12'-8" 3311" 26'-0" c 2 ICED E L E) 4v - 13'-0" 13'-0" EV 4' 2' 2* M 2-258H EGRESS 0 I _ COVERED PATIO Emo3 9'4 CL'G 1n 2'-3" 'n p 8'-4" L 2 2" L 11 1, 8" 12'-0" 002 �o Soso aw M MASTER BRM - 9'4' FLAT CL'G m 0 I 13'-0" m I BRMIG WALL LIVING ROOM - °O 2-8TORY CLIG \� 2'-4" 3'-6' 2'-,.' N 16' FIC T E--60TT. a SHELF V-4' 4 a IS TOP 111 11'-4' I I I II m ml N BRu G WALL it r = 4'-10" 4" 4'-2' m 5' 66 /� ' ` , � a S 8®% = o MASTER "I Fill j 9'4 CLYi/GT. D114ING ROOM �f 4' W 4LL— 2 STORY CL'G Il o Pmo 16' T I BOTT. a SHELF 9'-4. 4 I I P011 — TOP a II'-4' — — 5' 2" 3'-3"L '-10" 4" 1 LINE OF 2 JP FLft ABOVE `Ij— POWD R n a W4 a 8 9'4 GL'G UP M I 1 Kom6 •o N o WH E9 4'-2„ I I -8 I ill 9 4"r LA I I Km®2 " I ITCHEN O L. 4 CL G 6, ICm®9 pLL ASE PI OCLOSE 2 0 4" I V-0" 4'-2' 1 7'-0" o p I "' P010 � `j p0m4 N I I m BREAKFAST 9'4 G 0 GARAGE S, CLW N N 35 � '-1 4'-6" N • _o '* 8 13'-0' e10 ON. DOOR I [V B" 5'-3" THESE P NS D AL PROPO4 5'-s" ARE S BJEC O ANY CORK REQUIR •D BY ELD I SPEC 11( MAYSENECESSARYINORE COMPL WITH I LL A#' LICAM " 10'-3" 3'-4" 9'-0' 2'-0" 26'-0' 168'-0" hOCE L D .`z 0 Lu� J ^ In o Do N t m���LO J Z ON J co N LO K �J O O O n w�Zw0 N Q O X Z oar O N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed k Dated By Registered Professional V11 cc W Lr) - 0 ai d r- G z 0 LL V �: Cc Lr) C LL C —�yc� O o J oz r 0 a .� a m W N cn 0 a ' v J LIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE I BUILDING 156 i""m ir.11T. sm� CASTLEPINES ;ED WORK J 0 B N 0. rMINS O4750-00211 Im; !'1 ER TO I S S U E D A T E: wCC)41 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. Am2.3 2 ND FLOOR nw�.a. r•4 .. r - -. KEY NOTES 1=001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C 1`3005 60 SQ.IN. ELK. VENT W/ SCREEN o FLR LEVEL 10006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6' WALL P009 MIRRORED 1-010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 12' X 8' WE). RAILING 4 2' PICKET O 5' O.G. P014 GLS$LK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET M002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER W/ CER TILE WALL E006 KNEE SPACE 8001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER 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 8001 BRN'G WALL WD. STUDS ® 12' O.C. 6002 BRN'G WALL WE). STUDS a I6' O.C. an J C'J GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER S. ALL BATHROOM FIXTURE OUTLETS TO BE BO' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. *2 Flo =1000 AREA CALCULATION "E" LIVING AREA A/C 1330 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 113 SQ. FT. TOTAL UNDER ROOF 190� SQ. FT. FLOOR PLAN A-2,4/ SCALE: 1/4"=1"-0" THESE PLANS A."ED WORK ARE SUBJECT TC9 " iv CORK CTIONS REQUIRED BY Fits, Ig' °+ C 1 G lS TEAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. O W� J ^ Ln m N J 7��op Z J f0 op �w o� W N Z m < 7_ p X 0 N www.GLEAssociates.com AA0002369 AP R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional T-- W W v cts Lr) 0 C qr- LOUzALL r _Cc c LLF 00 .� C N �> C J W W �_ J�oz _ 0 a '^ . V J V J W co •-: 0 a V J to KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 I NO. REVISIONS DATE I BUILDING 156 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. 1 -- - rr**Imm".1 � D0� �0 00 o p� 00 O0 00� IIII�IIIII�III IIIII]IIIII�III� IIIII�©III MODEL E MODEL D MODEL C MODEL D MODEL C MODEL E i?IC� 4 T SIZ::)EE SCALE: �';==,4fiz SCALE: ELE=—Yr471(ON va •.V_go, »t v 1006 con�ft P% e' loci del llo w uM. ELF\/.4TIC)N v � ttTOlt ❑ ❑ ® ® o ❑❑ Lj Li tv �.o.wn •.nwr n'sK ® o -------------- LE=—F=T SIDF f=—' Ez-LEY.4TII:N SCALE: I/8 • . V - ®' MODEL C ELE\vI.4TIC,)N MODEL D MODEL E 0 ti TEkluw vnrm W M. THESE PLAI"S I " ,I. r OPOSED WORK ARE SUBJECT TO A'!Y CORRECTIONS REQUIRED BY FIELD IN PECTORSTHAT MAY BE NECESSA'nY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 uj� J � IfJ =O O aD � m ONa0 M J Ln at a c0 op ^O 0 w O wn N a Z d Z O d lai O N M AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional W r 0 W t° LCi r ® di � = Z 0) c LL C..) S�V wl V Z US W O A cn ® P._ W W 0 J� _ ® a v co S;m LIJ � X F- O a v J Co CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING I56 ,y a rnvo. c rove_ rood IN avwi v rovsl. c LOr !i LOr !l lot a Lm" wr lie wr *1 CASTL EPINES TOUINI-IOMES J 0 B N 0. 04750-00211 I S SU E D A TE: 03/31/04 D R A WIN B Y: RNF CHECKED BY: QT SHEET TITLE EXTERIOR ELEVATION SHEET N0. Am13 UNIT C SECTION 4- 4 I woos lllJlYm . 24• oa 1'IAX �! K,� IM sr n=' ea Immm } i BATH 2 BEDROOM 2 i } anop ,f.+w.. a4• m rinse h } a i PATIO LIVING DINING KITCHEN BREAKFAST UNIT D SECTION OG EH. 1/B " . I' - m' UNIT `E' SECT 1 ON OC Eff. .4-A I/B 1' - ®' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLI!.A"21.F CODFS. ELEVATION PLAN SCALE: 1/8 ))= I T-0TT O W� m N Lo r m W cD O W N N Z W J O X CID Z 0 d � O N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Tm W W CO co v LCi O r ci a _ 0) T C.)�� LLi O r Vi N > 0 O oToza� J W O a� 0 co m Lu J J M= Lu +,+ (/) 0 a c� _1 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 156 mom 5 LOT Y mom c LOT 1P mom D LOrM mom c LOT IN mommomMCDa LOT IT LOT WI CA6TLEPIN3=5 TOWNI 40MES J 0 B N 0. 04750-00211 I S S U E D A TE: 03/31/04 D R A WIN B Y: I RNF C H E C K E D B Y: QT S H E E T T I T L E EXTERIOR ELEVATION S H E E T N 0. Am3.1 WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. 1A TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-B' A.F.F. FLAT CEILING @ 10'-0' A.F.F. \ \ \ \ , 2.5/12 CATHEDRAL CEILING NOTE: NOTE "I. 'HIIGHES'g"CC PW�/AD52 EA. SIDE GF TRUSS F/1 SBOLT TO MASH ES. W/(]) 3/4' MIS THPoJ-89LT3 (14)IOP ES. FASTEN SIDE PLATE UKV) 3/4' M5 THR ,SOUS NOTE "2. 'SEMCO' 6SP3 NOTE, TYPICAL STRAP ANCHOR TO MASONRY NNO) SEMCO 7APR1& (10) IOd ES. MAX U_ . 13e5 EA. STRAP ALL HANGERS LUS26 U.O.N. _ rl�MW 11111111111111111111104 CONCRETE BEAM ' ��■f1l■ I■ 00NEEN1III■ ■ ail■ . 1n w 1� ■■■i1l■ 1■���v1N r r I ■�Il IlNNM�lli I 1- I - I III ! �i1 _---- I ■—�/I ■—�/I I -_--_ —_- Il110110111111111 ■OF J �_�! ■ Il i ► I �� �■ :.:.. _ - - III MEN r c■ III + it©N . r ■ III■ I! %i� III■ .. r.. .. II -I®■ - a `.,.e �I®■ ELRlJ _ II��■�/�� III®�■1���■�! II■_�■��� II■®1■1���■��ME I I ff V I ff I) N.e Rmww.u+w R.w 1, w.aew. w.uu+s rt�w 2nol PLAN OCALE. I/e . - V - ®' -4- D A-4 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO' OF 10d NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C Boo TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G 550 TA 20 10 2 STRAPS H 620 TA 20 10 I 2840 TA 20 15 2 STRAPS J 350 TA 20 10 K 1500 TA 20 15 L 870 TA 20 10 M 4G0 TA 20tio 3220 TA 205 2 STRAPS 0 1440 TA 200 0430TA 200 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: .xposure a egory -u Importance Factor (I ) 1.30 Saeic Wlnd Speed (V) -125 mp Mean Roof Height h -18 ft Bu ng Pe m n ose End/Comer Zone WOdth (d ag )4rtt Roof Angle (0) _ Internal Pres. Coeff. GC I = 0.18 Design Output: Companen Roof Pressures P WallPrss eures P Effective Wind Arm SO.FT. Interior Zonle (Zone 1 + En Zone (Zane 2 + omen o (Zane 3 + n er or Zol (Zone 4 + a En Zone (Zane 5 + 20 - - - - - 50 - - - - 100 21 1 -4 -611 21- - - 200 - - - - - 500 - - - - - 1000 - - - - - W a a #5 BAR T&B #3 0 12" O.C. THRU-OUT - Z a 2 PRECAST LINTEL CONC. FILL SOLID TO BOND BM N a- COMPOSITE BEAM TOP 8 11'-4' FOR JOIST 2X8 LEDGER B' BLOCK BEARING WALL FLOOR TRUSS FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL LEGEND _ - TOP OF WALL @ 9'-4' A.F.F. �.k�.x�.1~■„ TOP OF WALL @ 10'-0' A.F.F. WALL B ZONE D Rom' DOkFm! ZONE ZONE B ROOF Elm DIE ZONE B MF CORER ZONE ZONE a WALL INTERIOR ZONE NE 5 WALL END ZOE EIM NEaE Eim/GLBdER 2OE vmnl Vr1ULL/Ulm ROOFS PH. (772) 2BG-3700 FAX (772) 288-4234 \\\ �V V Roof and Floor Truss Systerl\// 4175 Martin Highway o0 Palm City, FL 34990 NOTE, TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTIOR, TEMPORARY' AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO, OR THEIR ENGINEER, LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. THESE PLAM'* 0"" all 4"ft^rll0!r1'v10RK ARE SUBJEC' 10 tJiy C4 ctc C" REQUIRED BY FI" L 0 C 4tECTO THAT MAY BE KECEai0i IR ORDERTO CQMPLY WITI'1 .L APFUCABLE CODES, O UU� J � LL7 O O O O � m 7 M 0000 Z C) J 0 00 05 ^ n 05 0 :Si5 o o W Z W < n JQ O X z o�< O cV www.GLEAssociates.com AA0002369 H. QUINN -TURNER Drawing Not Valid Unless Signed Sealed & Dated By Registered Professional %� W r � � W cc cz) _ �cflv0Gi� W"�L ra'v z 0)LL W) C LL o +� C r N CO)/ `` O o LO J W z J o a Lc) H (L -..1 to ~o J Q N a 0 J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 156 PtlDa C b LOr ! tLW LOT b MomlOr LOr LOr YI GASTLEFINES tOU1N4-{OMS J 0 B N 0. 04750-00211 I S S U E D A TE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. i�'OOF ��'A4M f NCB fi LAN Sr_-,4L_ i=_ 1/25. " - V - m° UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL USP NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS OA 450 TA 20 10 OB 550 TA 20 10 OC 800 TA 20 10 Op 1100 TA 20 10 OE 1339 TA 20 10 O2400 TA 20 15 2 STRAPS O550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS OJ 350 TA 20 10 OK 1500 TA 20 15 O870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =D Importance Factor ( 1 =1.00 Basic Wind Speed (V =125 mp Mean Roof Heigh h =18 ft Building Type LnClosed End/Corner Zone Width ( a )4=ft Roof Angle (6) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - Corner Zo (Zone 3 + - elnterior Zoe ((Zone 4 + - End Zone (Zone 5 + - 10 29 -46 29 -97 29 -97 51 -55 51 -68 20 50 100 7 -45 27 -89 27 -89 48 -53 48 -63 3 -43 23 777 23 -77 45 -50 45 -57 1 -42 21 -68 21 -68 43 -47 43 -53 200 1 -42 21 -68 21 -68 41 -45 41 -48 500 1 -4?. 21 -68 21 -68 38 -42 38 -42 1000 - - - - - w c� Q o (D N r Z z LLJ N O COMPOSITE BEAM BAR T&B @ 12" O.C. THRU-OUT ECAST LINTEL INC. FILL SOLID TO BOND BM =a �Ilrl llll�ill� ;. WALL LEGEND TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A,F.F. FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE ° I. "HUrHES" WWUG W/AD55 EA. SIDE OF TRJSS fA5TEN B45E PLATE W/(2) 3/4 "B --IRU-BOLTS 2' BOLT TO M45. E.S. (14) 1Od E.S. FASTEN SIDE PLATE W/(2) 3/4" ME IHRU-BOL-S NOTE • 2. "$EMGO` 5,,P2 NOTE: TYPICAL STRAP ANCHOR TO MA5ONRY (UNO) SEMOO TAPR216 (10) I0d E.5 MAX U.L. = 095 EA, STRAP ALL HANGERS LUS26 U.O.N. I TOP @ 11'-4' FOR JOIST 2XB LEDGER H' BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'O' 1A/'i���XLi�►�//l I TOP OF WALL @ 9'-4' A.F.F. -•:•:•_._x__X TOP OF WALL @ 10'-0' A,F,F, WALL e h IQE L ROOF DDOM IDNE DBE 0 RIF END NE DBE 3 RW CWER DBE ZONE M VA,.L WORMS DBE • � SN&VE1. END DBE . END/COM DOE WOM .a.�/HIP ROOFS PH, (772) 286-3700 FAX (772) 288-4234 Roof and Floor Truss System d2z 4175 Martin Highway o0 Palm City, FL 34990 NOTE, TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. TRUSS PLAN SCALE: 1/4))=1'-0 1/—Y IY—p D = TA D i� N 0 d 0 I N r 0 24" O.G. EA- STRAP I i LJ \ \ A 8 1 41 \ \J C J \ 3K `u r1 \ ° \ u-) `D 7 / \ NOTi / LE H51 KX PF m J Vq 5-3 C ;NCRETE TO WOOD U '= I"ITS 275 CN TRUSS FC31 U USP 7,420 e 24" O.C. (10) imd EA. STRAP CI) EACH SID\I1. HU 28 H NeER L J L L J L L J L J I— LEG FG1 DOWN C -P ro 9' 4• BEARING \ _ (3) Ue WOO FC�I T RTz TOW 4X4 FLAT OD OST C4 HGUS rJ5K CJ3K ' \ T= « 1 o-_ =A z N SID C V20 1 '-1 1/ V1 J L J L J L J L J L J L J L J MO D2 2-PLY D1 C C O CJ rJD C J , y rr ! .F1}NR /brt iot„ti I. (�c J'm'6st MXv �21R!C�". COMPLY WITH wL1. MEDEL LE//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 W� J ^O N o =o m � m Z J D ad w o � o o w n z w z o0X 0 N m www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional V11 co W 0 W t cc C 2 0)2 r ^ � 0 ? LL V Z I W 1O C N Cl) O o�oz J W T O a _ J CL J M� W U) N J 0 a t� J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING* 156 100.11 GASTLEPINES TOU1N1-IOMES J 0 B N 0. 04750-00211 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. Am4.1 GASTLEPINES TOU1N1-IOMES J 0 B N 0. 04750-00211 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. Am4.1 TOP @ 11'-4' FOR JOIST 2xB LEDGER 8' BLOCK BEARING WALL FLOOR TRUSS BTM• @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=17 WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. +�.�.�■`■■ TOP OF WALL @ 10'-0' A.F.F. ® h 6 ® B) ° s � � GABLE/ raHIP ROOFS �& s IDE U AM MTERBR NE ZENE E/ ADff END ZRE ZONE 3 ww cam ZRE ZME 4 VNL D(TERI R IDE ME 9 WALL END ZUE . RW ANI . END/CUM MENE WDIRI l n " q ��J PH, (772) 286-3700 FAX (772) 288-4234 Cllll7 0 % ('M05' Roof and Floor Truss System 4175 Martin Highway o0 Palm City, FL 34990 N❑TEI TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS O450 TA 20 10 O550 TA 20 10 O800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS OG 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS JO 350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 O3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category ==D Importance Factor (I =1.00 Basic Wind Speed ( V ) =125 mp Mean Roof Hei ht h 18 ft Building Type = ncose End/Corner Zone Width ( a )4=t Roof Angle (0) = 23 deg lInternal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area (SQ. Interior Zoe (Zone 1) + - (Zone 2ne t - End ZoneJ27 er Zo 3 - elnterior Zoe (Zone 4 + - End Zone (Zone 5 t - 10 29 -46 29 -97 -97 51 -55 51 -68 20 27 -45 27 -89 -89 48 -53 48 -63 50 23 -43 23 -77 -77 45 -50 45 -57 100 21 -42 21 -68 -68 43 -47 43 -53 200 1 -42 1 -68 21 -68 41 -4 41 -48 500 21 -42 21 -68 21 -68 38 -42 38 -42 1000 - - - - - &' . ' ill llll►. �p Ld ul COMPOSITE : AV. •...y000sv.•. NOTE: #5 BAR T&B #3 ® 12" O.C. THRU—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM WALL -LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A,F•F• 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' M6 THRU-BOLTS I/2' BOLi TO MAS. ES. (14) Imd E.S. FASTEN SIDE PLATE W/(2) 3/4" FIB THRU-BOLTS NOTE "2. "SEMCO' 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY CUNO) SEMCO TAPR216 (10) Imd E.S. MAX UL = 139S EA STRAP ALL HANGERS LUS26 U.O.N. L_ TOP OF IBM. + II-4' 8X 4 CONCRETE BEAM BTM. @ 9'-4' X X O X U x X IC ICU 00 x X X X X X X 24' DUCT CHASE x x DE (1) USP RT24 x (4) NAILS EACH n x 2X8 LEDGER TOP @ 11'-0 1/2 x X X X X " x x X x x X DBL, 2X8 LEDGER TOP 11' 1/2' x X >> x ODD SPACE x X x x x X X 0 x (J J L x X X x X X X X J X X x R7 P x I x x C7 9'-4' X 8 24 CONCRETE BEAM BTM, @ 0 I M❑DEL 2Np FLOOR FRAMING PLAN C A-4 MI] a -U J -v (2) USP TA28 EACH SIDE LDER `r) USP TA (1) EAC6 I O R X X / / o / X / / X / / X 10 U U co U U U L U U10 / X 10 /00/ X CU U PFF RT 4T EA SID X D- ' 1 / / 4" TU / JSS10 X/ / / 10 X / / / RO NTR AY 2 TO " 1< NNX IT/E',GUE LE 2 2 HEA DER a 2 '- / TTAG O 2X MP ALL. O -T - SG 2X U L Io L AILS 0 MA / L 10' L J 12 3-PLY - 2 IEP E L T U IFT _ L r 2x D 114 > i CJSG Ln r- V M Y 7K K2 CJ31� CJ5 8 U Y -J3 CJ1K CJ3 M U ti� CJ1 J 2 L D E B 9' 4E1 Y U L2 J - M U U U " o I 1n THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT uev ac MI✓rc.qgaRY IN ORDER TO D COMPLY WITH ALL APPLICABLE CODES. A-4 TRUSS PLAN A-4.2) SCALE: 1/4 71= I '-0" 0 W� J ^ Ln m M � CIO a Z N J c0 a0 Q w ^ lf) 0 w 0 o O p w 5 � 0 o w n Q O X Z O a 0 N www.GLEAssociates.com AA0002369 1 e, R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional V1_ W N W V o 4 r Z � LL 0 LO ® �' Z00 W 000000� o r �oZa�, J W (, L J A J CO) �i a)J C_ ~O a t� J CID 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 156 m�3:1�.5►1.r,'1i.'7� 'Ytv�.rJi,.�'i■.�i GASTLEPINES TOUINHOMES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. WALL LEGEND TOP OF WALL @ 9'-4' A,F",F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: \OTE - I. "HUCsHES" WWL'C W/AD55 EA. SIDE OF TRU55 FASTEN BASE PLATE WI(2) 3/4" MS THRU-BOLTS 1/2 BOLT TO MAS, E.S. (14) 106 E.S. FASTEN SIDE PATE WA2) 3/4" MB THRU-BOLTS NO"E * 2. "SEMCO" SCaP2 NOTE: --"-AL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR216 (10) 10d E.S. MAX U.L. = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. PH, (772) 286-3700 FAX (772) 288-4234 Roof and Floor Truss 4175 Martin Highway Palm City, FL 34990 om NOTE, TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE, U TOP @ 11'-4' FOR JOIST 2XB LEDGER H' BLOCK BEARING WALL FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'O' WALL LEGEND TOP OF WALL @ 9'-4' A,F.F. �X-x_m_MMM Mj TOP OF WALL @ 10'-0' A.F.F. VULL/HI /1P ROOFS WALLS e In ZOE b ROF DITEF R ZOE ZRE 9 ROF DID MINE ® iOE 3 R3F CUM iaE ®Q ZRE 4 WALL NrERmt ZONE ZOE S WALL END ZI E RMF MILE a OO/COREIt ZONE VOTH UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL USP NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS OA 450 TA 20 10 BO 550 TA 20 10 CO Boo TA 20 10 Op 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 .15 2 STRAPS OG 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS JO 350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 MO 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 O430 1 TA 20 1 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure a egory = Importance Factor ( I =1.00 Basic Wind Speed ( V =125 mp Mean Roof Hei ht h =18 ft Building Type = Lnclosed End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GC i = 0.18 Design Output: Componen Roof Pressures PSF Wall Pressures PSF Effective Will Area SQ.FT. Interior Zoe (Zone 1) + — End Zone (Zone 2 + — Corner Zo (Zone 3 + elnterior Zoe ((Zone 4 + End Zone (Zone 5 + 10 29 —46 29 1 —97 29 —97 1 1 —55 51 —68 20 27 —45 27 —89 27 —89 48 —53 48 —63 50 23 —43 23 —77 23 —77 —50 45 —57 100 21 —42 21 —68 21 —68 43 —47 43 —53 200 21 —42 21 —68 21 —68 4 —45 41 —48 500 21 —42 21 —68 21 —68 38 —421 38 —42 1000 — — — —4ZI 58_ ,w^ v U #5 BAR T&B C-D c�#3 @ 12" O.C. THRU-OUT Q wPRECAST LINTEL E"oCONC. FILL SOLID TO BOND BM COMPOSITE BEAM IED ���•RrZ.I lii 11"1 I41rL FiT'I'iM11ri'if�'6cC TRUSS PLAN SCALE: 1 /4"=1'-0" 0 W� m00 J w n z w < N ¢ o x < z o a 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional %- co w r G W `� v LC) r O Z c 0 z C to Lu O C N> 0 � LU 0 T G Z� � Q a CID V N W N J a ~O o. v J Cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 15ro GASTLEPINES TOUINHOMES J 0 B N 0. 04750-00211 I S S U E D A T E: 03/31/04 D R A WIN B Y: RNF CHECKED BY: QT SHEET TITLE TRUSS PLAN S H E E T N 0. UMA TYPICAL MASONARY BOND BEAM CONCRETE LINTEL 'GASTGRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND AND FILLING, IF REO'D. CONCRETE BLOCK WALL MIN W/ GONG 8' x 16' CONC. BEAM BLOCK MIN BOTTOM OF (SEE FOUNDATION PLAN FOR FOOtER COLUMN LOCATIONS AND REINFORCING) PIgCAAT CONC. COL. BY SUB-CONT. 2 • S 811RXT. STEEL EARS VERT. TIED TO FOOTING PAD VW— FILLED 14ALF COL. WHERE SHOOAL (NON STRUCTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. PRECAST COL LINTEL DETAIL 1' x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ D99 X 1 1/2' SM 6' O.G. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF. SPECIFICATIONS. WINDOW BUCIG DETAILS BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILT[ SHOTS ® 12' O.G. TYP WINDOW OR OPEN'G 2x 4 ON FLAT ® 24' D.C. TYP 5/5, CDX PLYWD. NAIL'D W/ 8d NAILS m 6' O.C. 2x 4 HORIZ. ® 6' O.C. CU TO FORM RADIUS OF A Ox COL OR FILL'D CELL EA. SIDE OF OPEN'G SEE PLAN AizC�4 FR/4MING PET STUCCO FILLED CELL W/ (1) 05 EA SIDE JAMB (TYP) LAG SCREW PER MFG DATA WOOD OR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3836, MIN EMBD 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' ABD F.F. MAX SPACING BTWN ANCHORS 36' GARAGE DOOR ANCHOR DETAIL 8' x 16' CONIC. BEAM BLOCK 8' x 12' CONC. COL. W/ (4) 5 4 03 TIES • 12, O.G. I (1) 5 BAR VERT. HEIGzHT CHANCE DETAIL STUCCO SEALANT 2 X 8(6) VERT STUDS AT 16' OG PROVIDE DEL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X I6 BOND BEAM GONG FILLED WITH lU • 5 SECTION 6• ANCHOR TO MAW NRI' WITH (3) 1/1' . RH. WEDGE ANCHORS T--� T14M EOLT WITH (2) 1/2' . MOLTS TO GIRDER TIH188E6 1/4' STEEL SIDE AND TYP. ANCHOR 1-Of2 PATIO GIRDER TRU85 TO MASONRY PIER (FILL BLOCK COL'S SOLID WITH CONC.) STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (5) 106 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 I6' OC (MIN EMBEDMENT INTO CONIC 2/1/29 OR ANC4OR WITH HILTI 5OM-12-636 PIN (METRO DADE PROD APP NO W-1208.1189) PROVIDE (2) PINS BTWN EACH STUD KNEE WALL TO MAS FILLED CELL W/ (1) 5 EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR -I' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS ANCHOR DOOR JAMB TO BUCK WITH (2) •I0, 1' FROM EACH END, 24' O.C. EXT- DOOR ANCH 40R DETAIL F31lC�T�Sd SEALANT ANCHOR DOOR JAMB TO BUCK WITH (2) #10, 'I' FROM EACH END, 24' O.G. 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.G. ENTIRE LETNGTH OF SCI88OR TRUSS 2' 4' A ppOVyyEEERI-ppApp O%gg 6EE 37��7�]It X 4' 2' X 6' VERT. s 24' D.G. GABLE END TRUSS MTL. STRAP ® 24' O.C. 1/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD ® 48' 1=L,4T GABLE: E:ND BLOCK UU,4LL DETAIL TYPICAL FINISHED CLG 1/2' GLIB 2x STUDS s 24' O.C. A.H.J. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 GROSS MEMBER a 3 LOC. TOP 4 BOT. 2x 4 STUDS ® 24' O.G. 4- 16d NAILS PER GONNEC. FINISHED FLOOR NOTE: SEE A/C PLAN FOR LOC OF DUCTS 4 RETURN AIR. AHU STAND FILLED CELL W/ (U 5 EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING OUTSIDE WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS SCUD DOOR ANCHOR DETAIL SLAB THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY 1 E Lit INSPECTORS THAT MAY BE NECESZA.RY IN ORDER TO COMPLY WIT11 M 1. APPUCAZLE CODES. 0 Lu� J r ifJ O m 7 N)odn ZQ 4 O N O O O p r N Z W O C) O X CDN z o d < 0 N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional W v1-®ri Lu Cc cm co V cc LO O (1)r _ m o L 0 ? 'O M L Z� C LL ■� i �c> J W O ® ZQ a) �E=i mmmi_ ®CID a i1 w- Va J mv,Ja iX v� O a u J CD KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468, 4603 1 NO. REVISIONS DATE JOB N0. 04750-00211 ISSUE DATE: 03/31 /04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. m U fj STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE TOP PLATE ANCHOR AT EACH STUD — 2 X F.S. 2 X WOOD STUDS ® 16' O.C. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X i' LONG KWIK-BOLTS ® 48' O.G. OR TOP PLATE ANCHOR 311 X 300 SST/REDHEAD AT EACH STUD AS POWER FASTENERS "1524 SDC MUD SILL + 0 12' O.C. BEAfRINGr WALL DETAILS PRE-FAB WD. TRUSS FRM. TRUSS MANUF'D.SPACE 624' OZ 2 X TRUSS BRACING ATTACH') TO TOP OF MOT. CHORD W/ (2) 16d NAILS PER TRUSS. PROVIDE SIMPSON HETA 20 (14) Ill EA TRUSS STRAP BENT OVER TOP CHORD (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND BM TYP. 8' CMU. WALL ALT. TFUSS STSAF GYPSUM WALLBOARD SEE ENERGY CALCS. FOR INSULATION - PROVIDE SEMCO RTPGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD W/(3) Ibd NAILS t TO DBL SILL PLATE W/(2) Ibd NAILS E TO CONT. CANT BLOCK W/(3) 16d NAILS E TO TRUSS W/(6) 8d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK----- TRUSS BOTTOM GHORD �� CEILING INSULATION SEE ENERGY CALCS. (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/8' EXP I PLYWD SHEATH'G W/8d • 6' O.C. EDGE 4 FIELD 4' O.C.. CRNRS PROVIDE SIMPSON MTS STRAPPING EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS WKS) 10d NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND SOT. FASTEN WITH (8AOd NAILS 2 X6 WD STUDS 16'C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER SO. FT. 50T PLATE (2) 2 X 6 CONTINUOUS <NEEUJALL DETAIL A2---Z:Z SIMPSON S104 COM EA. SIDE FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE SIMPSON MTS STRAPPING IMF'SON H8 STRAPPING WITH (5) 10d FOR TRUSS Al WITH (5) 10d FOR TOP PLATE WOOD HEADER (DIMENSIONS VARY) SIMPSON LSTA STRAPPING (12) I0d EA. STUD 5f'N'G WALL HEADER DETAIL GONG. TIE BEAM PROVIDE SIMPSON SP4 w/ (6) Imd NAILS (4 EACH SIDE) 2x6 WD. FRAME WALL STUDS o 16' O.C.) 2x6 PLATE OSUREMTBARRIER SIMPSON 1/2' X 8' WEDGE BOLTS 24' O.C. MAX. (EMBEDMENT 6') Sx8 GONG. FILLED CELL W/ (1) S R.B. VERT. CONT. TYPICAL CONC. BLOCK WALL EIRA"IE WALL/5LOCK CONN. SIGH RIB METAL LATH BEEN VENTS ® 8' OC E PLATE NON -BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS g 24' OC 1/2' GYP WALL BOARD EACH SIDE INSUL WHERE INDICATED ON PLANS SEE ENERGY CALCS. INTER. WALL SECTION RF PLYWD SHALL BE 516'ACDX3 APA 24/16 EXPOSURE 01 V EDGE NAILING INTERMEDIATE NAILING BOUNDRY NAILING • CORNER NAILING ROOF FLOOR 8d ® 6' O.C. IOd to 6' O.G. 8d ® (0' O.C. IOd ® 10, O.G. 8d * 4' O.C. IOd ® 4' O.G. 8d ® 4' O.C. NO NAILING; SC�4EDULE SEE ENERGY CALC. 12 5.5 INSULATION PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR MAS WALL REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEV.10'-I' DETAIL-T`f= JA115 SCALE: 1 1/2' MARBLE SILL W/ 1/2' OVERHANG UJINDOUJ SECTION 3/4' - 1'-0' RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX 1 X 3 PT NAILER qT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AINY COPrIECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 uj0 o o N � Jz < J p ro 0 w ��n w N c=i,zw� o x Z oar 0 0 N n www. GLEAssociates. com AA0002369 0_ ' R, ^JINN TURNER Drawing Nat Valid Unless Signed, Sealed & Dated By Registered Professional W Q cn W _ 10 O Gi C6 ® 2 O LL C) � C Zco LO Lao= c r N > O 0 L J ® W ZQ d J r- ® �-cmq '0 L H CL J M� W (� J Q N 0a-0 J C6 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00211 ISSU E DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. AM6 METAL TRUSS ANCHORS EA. END EA. TRUSS SEE ENERGY CALCS FOR INSULATION TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE- SEE FINISH SCH TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O.C, MAX TYPICAL INTERIOR CEILING 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES DBL. 2X8 PT. W/ 5/8' X8' WEDGE AT 24' O.C. IX3 FIRE STOP_ 8' C.C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' DC. PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE- SEE FINISH SCH SLAB AND FOOTING ELEV.0' 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 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 OF 20'-B' BEAM AS SCHEDULED 2 X B SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL ➢RIP FLASH PROVIDE 6'X24' SOFFIT VENT @ 6'-0' O.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT 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. uBEAM 10'-8' AS SCHEDULED CEILING HEIGHT +g'-4' AS SCHEDULED TYPICAL DOUBLE TIE BEAM CONSTRUCTION B'X16' POURED CONC TIE BEAM W/ (1) #5 REBAR TOP (1) #5 REBAR BOTTOM CONT #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCC❑ FINISH ON BLOCK EXTERIOR. RAISED STUCCO BAND SEE ELEVATIONS GRADE VARIES REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. 2 STORM' T` FICAL LUALL SECTION (END) WALL SECTION USED ON 'C' 4 "D' MODELS 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) METAL TRUSS ANCHORS EA, END EA, TRUSS 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF 2 X 8 SUB FASCIA SEE PLANS , 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS] 5/8' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM. SCREEN VENTS @ 8' OC IN SOFFIT SINGLE BOND BEAM W/ (1) #5 CONT, (NOTEI PROVI➢E DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) GRIDER TRUSS 2'x8' WD. HANDRAIL IIJJ WITH FINGER GRIP RETURN TO WALL TOP L BRACKET W/2-1/4' AND BOTTOM BOLTS WOOD HANDRAI 1'X RISER 2'xl2' WD. TREAD WOOD PICKETS SPACII TO REJECT 4' ❑BJEC 2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND 2'X12' WD, STRIN R CEILING UNDER STAIRS 1X8 SKIRT 4'x4'x4'xl/4 CLIP L W/5/8'x4' 4' WALL WITH WEDGE ANCHOR DRYWALL ON BATHSIDE (TYP. BOTH SIDES TAPE AND SEALED OF STRINGER) INTERIOR STAIR DETAILS USED ON "C" 4 'D' MODELS #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL INTERIOR WALL FINISH ON CONC BLOCK TYPICAL EXT BLK WALL CONSTRUCTION 1/2' GYP WALL HOARD ON 8' X 16' CONC BLOCK REINF WITH #5 VERT 1 X 2 PT WOOD FURRING AT IN CONC FILLED CELL AS INDICATED ON 24' ❑C• PROVIDE FOUNDATION PLAN. 5/8' MIN STUCCO WALL INSULATION ALL FINISH ON BLOCK EXTERIOR. EXTERIOR WALLS SEE ENERGY CALCS. BASE- SEE FINISH SCH SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEV.0' ELEV.0' GRADE VARIES a' a REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. EXT. WALL SECTION 1 4 SPAN # 5 @ 6' D.C. (1) #5 REBAR NOSING TYP. 11e OVERLAP REBAR 24' AND TIE 1 • #5 REBAR 12'TOP 4 #5 6'BOTTOM EQUALLY SPACED #4 REBAR @ 10, O.C. TYPICAL SLAB CONSTRUCTION 1 HOUR FIRE RATED PLYWOOD RAKE BEAM PYRO-GUARD 4' FROM MIN 8'X12' POURED CONC TIE BEAM W/ (1) #5 / PARTY WALL EACH SIDE RB TOP (1) #5 RB BOTTOM CONT, EXCLUDING HEEL CONDITION TYPICAL TIE REAM CONSTRUCTION RAKE BEAM roP SEE ENERGY CALCS FOR INSULATION ASHSCHEDULED TYP INT CLG CONSTRUCTION 4 5/8' GYPSUM WALLBOARD TYPICAL LEDGER CONSTRUCTION ON PRE FAB ROOF TRUSSES D BEAM SEE TRUSS ENGINEERING FOR ADDITIONAL REQ W/ 5/8' SIMPSON WEDGE BOLTS EVERY 12' O.C. 1X3 FIRE STOP 8'-0' O.C. MAX 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' 4 'D' MODELS NOTEi THE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS. BASE- SEE FINISH TYPICAL SLAB 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL INT. BLK WALL CONSTRUCTION WITH 2 HOUR FIRE-RTTED— UL TEST NO. U905 TYPICAL INT. BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. T`I'F'ICAL PARTY LUALL (MIDDLE) WALL SECTION USED ON (H) MODELS 90 DEGREE # 5 REBAR VERTICAL BOND BEAM RAKE BEAM MAS BLOCK WALL # 5 REBAR TOP # 5 REBAR BOTTOM ELEV.0'Ph , 0i_0u (4) # 5 REBAR RAKE BEAM MIN, 8'X12' POURED CONCRETE VERTICAL TIE (1) #5 TOP AND (1) #5 BOTTOM REBAR TO VERTICAL 8'X12' CONCRETE COLUMN TO (4) #5 REBAR, #3 TIED @ 12' D.C. WITH 90' #5 REBAR, VERTICAL DISTANCE SHALL NOT EXCEED 24', AND THE MAXIMUM HORIZONTAL DISTANCE SHALL NOT EXCEED 36', REBAR TIE BETWEEN BOND BEAM AND RAKE BEAM DETAIL WALL SECTION USED ON (H) MODELS THESE PLANS AND ALL PROPOSED WORK ARESLIBJECnTOAV`+%1CORRECTIONS REQUIRED°� I Lc 11' , IEC O STHAT MAY EE NECESSARIY IN ORDER TO COMPLY WITH ALL AP PUCADLE CODES. 0 > W� J � l() J 00 zNJmad o w o of —oar; w v= z w J O X Z Q O N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional r W 0 co W `1 V LC� r 0'L 0 0 = 0 ♦ram U Z V Z � w ®_ r > 7 LO J W o T. Ouj 5 � �cj) W Vi a.: N O a v J C6 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 1 NO. REVISIONS DATE J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. Am7 ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE 1 3 2/50 1.5 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12.0 FLANGE 06 '7 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5-0 DRYER 010 II 1/20 1.0 REFRIGERATOR 012 13 1/20 1.5 MICROWAVE (OPT.) 012 14 16 2/25 4.5 HOTWATER HEATER 010 15 1/20 1.5 WASHER 012 11 1/20 1.5 SMALL APPLIANCES CGFI) 012 18 1/15 0.5 INTERCOM OUTLET (OPT.) 442 113 1/20 1.5 1 SMALL APPLIANCES 012 20 1/20 1.5 SMALL APPLIANCES 012 21 1/15 45 GENERAL LIGHTING 014 22 1/15 GENERAL LIGHTING (GFI) 014 23 24 IA5 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 12 FAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1 1/20 6ATHROOM REC. 012 31 SMALL APPLIANCES CCsFI) 38 1 I/20 SMOKE DETECT. 4 BATHRM. LIG T•12 3S SPARE 40 SPAN 41 1 1 SPARE 42 SPAM SU13TOTA 2L 32 K.W. TOTAL CONNECTED LOAM46•1 K.W. &ABTOTA 2L 3_B KW. LOAD CALCULATION A/C a 100 % 1.5 KWS FIRST 10 KWS. 0 100% 10.0 KWS REMAINDER A 409. 101 KWS 46.1 - 20 = 26.1 X A = 10.1 TOTAL 282 KWS 31.6 KWS X 1000 - 10 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SQ.FT. X 3 WTS/SQ.FT. 45 KWS 1000 ELECTRICAL LEGEND - SURFACE MOUNTED LIGHT BREAKER PANEL K� WALL MOUNTED LIGHT ELECTRIC METER RECESSED HIGH HAT �J MAIN DISCONNECT PANEL F6 DJ DEDICATED ➢ISCDNNECT PANEL VPL i RECESSED VAPOR PROOF LIGHT -- ROUTED WIRE � SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK `i RECESSECED FLUORESCENT FIXTURE 0 0 TELEVISION JACK HEAT LAMP/ EXHAUST FAN COMBINATION FLOOD LIGHT INTERCOM OJ JUNCTION BOX SECURITY SYSTEM EXHAUST FAN OH CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT SWITCH D TIMER RELAY 3 WAY SWITCH SMOKE DETECTOR Lop 4 WAY SWITCH GARAGE DOOR OPENER -64P -0 DIMMER SWITCH PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 64- TIME SWITCH -643 WEATHER PROOF SWITCH 0= QUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 Q_ SWITCH ACTIVATED RECEPTACLE �3 WEATHER PROOF RECEPTACLE 220-VDLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 3-1/0 THWN CU. IN 1 1/2" CON. 1 04 THLIN CU TO 2-5/5" X S' LONG; GsROUND DRIVEN ROD PER N.E_C.— ELECTRICAL (TYPICAL) TO FF'L POWER CO. DIAGRAM ELECTRICAL PLAN 1/4 ))= 1 1-0111 A/C COMP z T --- ARESUBJECT Q t 1�f COARK, CTIO 15 REQUIRED BY Ka INSPE0104 THAT COMPLY WMI A' a woC U J o °° d m M M 0 a�0 w Z w o Ln Z o a � 0 N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W 0 W � C.� r ® ^ W, L tri C = O z Z w L0 W ® � - iiiiiiiiiiiiiiiii A-A N � r_ O L0 J p W Z Q J 11L ♦^ .2 LO JA V J M_ 11— 1..� N W N J Q 0 a v ..J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772, 468.4603 NO. REVISIONS DATE BUILDING 15ro cr 10"I'lo ONIIIIIIIIIr 1p I CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.1 . I ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO T�RIF KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12D RANGE i6 'I 9 2/20 2.0 DISH WASHER/018POSAL "12 10 12 2/30 5.0 DRYER 010 II 1/20 1.0 REFRIGERATOR M2 13 1/20 15 MICROWAVE (OPT-) M2 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER 012 m 1/20 I5 SMALL APPLIANCES (UPI) M2 I8 1/15 05 INTERCOM OUTLET (OPT-) 012 19 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES M2 21 1/15 5,6 GENERAL LIGHTING 014 22 1/15 GENERAL LIGHTING (GFU 014 23 24 1/15 1 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 12 PAN OUTLETS M2 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. 012 3-1 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 5AT1-RM. LIUI-IT 012 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 243 K.W. TOTAL CONNECTED LOAD: 41.8 K.W. BU5TOTAL 235 K.W. LOAD CALCULATION A/C im 100 96 7.5 KWS FIRST 10 KWS. a 100% 10.0 KWS REMAINDER a 40% 122 KWS 41.8-11.5=303X.4= 122 TOTAL 2S. T KWS 2S.7 KWS X 1000 - 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1847 5a.FT. X 3 WTS/Sa.FT. 5b IDS 1000 150 AMP SER I 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X 8' LONG GROUND DRIVEN ROD PER N.E.C.- 1-I TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN E-1.2% SCALE: 1/4"=1'-0" 1P THESE PLANS A7>',* A,f-f, �; .t. OR REQUIREDr if MAY SC 10ZIZAd rf J�j Ow;° TO COMPLY WITH=, APPLICAA1 CM, www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed d: Dated By Registered Professional LO tm V Z 0 m W" W co � 0 co V LO V 00 W Ln Lu � J cD 0 T J a CID 0 W O _ O LL = y+ 0 Lu Z_ LUOa .O Q N v CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 156 CASTLEPINES TOWNI-IOMES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31 /04 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. E=1.2 ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO IZOL TRIP KW DESCRIPTION WIRE I 3 2/50 l5 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12.0 RANGE .6 l 9 2/20 2.0 DISH WASHER/DISPOSAL M2 10 12 2/3O 5.0 DRYER M0 11 1/20 1.0 REPR4aRATOR M2 13 1/20 15 MICROWAVE (OP''TJ M2 HOTWATER HEATER M0 15 1/20 15 WASHER M2 Il 1/20 15 SMALL APPLIANCES (GPI) M2 tlln2O INTERCOM OUTLET (OPT-) M2 19 1/20 15 SMALL APPLIANCES M2 SMALL APPLIANCES M2 21 1/15 5.0 GENERAL LIGHTING M4 GENERAL LIGHTING (GPI) M4 23 24 1/15 GENERAL LIGHTING M4 25 26 2l 28 29 30 31 32 33 1/20 12 PAN OUTLETS M2 34 35 1/20 1.o GARAGE DOOR OPENER M2 36 1/20 BATHROOM REC, M2 3l SMALL APPLIANCES IGPI) 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT M2 3S SPARE 40 SPARE 41 SPARE 42 1 SPARE SUBTOTAL 23-1 KUL TOTAL CONNECTED LOAD: 412 K.W. SUBTOTAL 235 KW. LOAD CALCULATION A/C ® 100 % J.5 KWS FIRST 10 KWS. A 100% 100 KWS REMAINDER 6 409. 10.1 KWS 4ll-20=26.1XA= 10.E TOTAL 282 KWS 31.6 KWS X 1000 - I18 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SQFT. X 3 WT5/SQ.PT. 4B KIUS 1000 3-1/0 THWN CU. IN 1 1/2' CON. 1 "4 THWN CU TO 2-5/8' X 8' LONG GROUND DRIVEN ROD PER N E.G.— TO PPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1/4 jy= 1 1 -0'1 A/C COMP 0 CD WCD J ^ 1f) N M M 00 N Z� co 00 < o� �w Ej mi N N Q Z Z oar 0 www.GLEAssociates.com AA0002369 ff � R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional T� CID W r Q W co (S L0 p 4) T ci G 2 0)0 v LL Z co Ln Lu p C IIII� co co > 00 Q 1` L j W C� co Lu a m W N N O a v J CO KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE I BUILDING 156 M CASTLEPINES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT MOD4. a I.W ul S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. m s ELECTRICAL PANEL No FOLE Pi KW DESCRIPTION Ulm TRIP IOU DESCRIPTION WIRE I 3 Z T5 AIR HANDLER b 2 4 5 2 A/C COMP. so 6 6 2 120 RANGE % T 9 2120 2.0 DISH W46NERJOISPOSAL sQ b 12 2/30 5.0 OR, he II IRO IID REFRIGERATOR 012 13 Ind) 15 MIC ICKUAVE (OPT-) 92 14 IS, 2/25 45 HORU ATER HEATER 610 E InV 15 W4SIaER 92 IT IRO 15 SMALL APPLIANCES (GFU q ID VE 0 INTERCOM OUTLET (OPTJ b 19 I/)0 15 SMALL APPLIANCE& q 20 IRO 15 I SMALL APPLIANCES 612 21 I/ID 45 GENERAL LGSHTNG 44 22 VI6 GENERAL LK+HTING (GFU 44 23 241 VO GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 1.2 FANOUTLETS M2 34 35 1/20 IB GARAGE DOOR OPENER sp 36 V20 DATHROOM REQ 92 3T SMALL APPLIANCE& (GFU 36 V20 SMOKE DETECT. 4 6ATHFML LIGI iM 39 &PARE SPARE 41 SPARE 42 SPARE GIbtOTAL 3 K1LL TOTAL COMIECTED L.OAEIr46 -1 K.0 "TOTALb KW. LOAD CALCULATION A/C • 100 x 15 KWS FIRST 10 KWS. • 100% 10.0 KWB REMAINDER 0 40% 10.T KWS 41l- 20- 261 X.4. 101 TOTAL 282 KWS 31.6 KWS X 1000 118 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 BQFT. X 3 WTS/BQFT. s 45 KWS 1000 19 • amm ELECTRICAL LEGEND SURFACE MOUNTED LIGHT 0� BREAKER PANEL ^Ir WALL MOUNTED LIGHT L-`-J ELECTRIC METER 11-2 MAIN DISCONNECT PANEL RECESSED HIGH HAT F 1 DEDICATE➢ ➢ISCONNECT PANEL RECESSED VAPOR PROOF LIGHT J�W2 ROUTED WIRE V- SURFACE MOUNTED FLUORESCENT FIXTURE r TELEPHONE JACK J RECESSECE➢ FLUORESCENT FI%TUBE INN TELEVISION JACK ®a D HEAT LAMP/ EXHAUST FAN COMBINATION ICI�II Z6J INTERCOM tl FLOOD LIGHT JUNCTION BOX SECURITY SYSTEM I�I EXHAUST FAN lI CHIMES �-7 TRACK LIGHTING FIXTURE O THERMOSTAT 44 SWITCH no TIMER RELAY 44' 3 WAY SWITCH SMOKE DETECTOR 44* 4 WAY SNITCH GARAGE DOOR OPENER 44R ➢IIMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE ➢R OPENER 9 44- TIME SWITCH +i WEATHER PROOF SWITCH QUADRUPLE% RECEPTACLE e' DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SVITCH ACTIVATED RECEPTACLE WEATHER PROOF RECEPTACLE 22D-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 3-1/0 THLLN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X S' LONG rzROUNO DRIVEN ROD PER NF.C.— TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN E-1.4 SCALE: 1/4"=1'-0" :OAP A/C COMP i ncom riANS A :w . RROPOSED WORK ARE SUBJECT TO AW CORRECTIONS REQUIRED BY FIELD I SF' :i 113 THAT MAY BE NECEW'Si"I IN OR ER TO COMPLY Y�iTrri ,�;.ummmE CO B, 0 ui� J � LL7 o O ao d' N m ad N N h Q IO DJ w CD O H O vw z o 0 N M www.GLEAssociates.com AA0002369 AP�- R. QUINN TURNER - Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional V.- W Q � W CO C)r _ v M cc � LOto 0 4) .` r = C W V 3 CMD Z�uio- �; EMISSION� U) N C J W J v1— - IL0 0 44 •� 7 � Lin J mcl) V.-A.; cn av 0 B J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 156 mom ■ I.Or Dw I LOT IB11 Lot C,45TLEPINES J 0 B N 0. 04750-00211 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.4 m 1� ELECTRICAL PANEL 0CB0 MIME m MEMO ME ©m® ©6�® � om� o®om = o om. omoo. o MIME momm III. .-. -.-.mm 11, LOAD CALCULATION A/C • 100 x 15 KILIS FIRST I • 1 10D KILLSRE Ar 140% 11.9 KWB 419- T15'A 29.1XA.11.9 TOTAL29A IWI`N; KW6 2%4 KWS X 1000 122 AMPS PROVIDE: 190'. AMPS. SERVICE GENERAL4;IGHTING CALCULATION I683 Sap_ T. 3 WT9/SGIFT. Sm KIM 1" IODEL D PANELICAL CHO .,. m.. _®.. _ �OLr 0®mm 0 LOAD CALCULATION A/C • 100 % 15 KWS FIRST 10 KWB. s 100% 10.0 KWS REMAINDER • 40% 10.1 KWS 46.1-20. 26.1 X A. 10.1 TOTAL 20] KWS 316 KWS X 1000 . 110 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14M SOFT. X 3 WTS/SaFT. 1000 45 KIg 3-1/0 TWUN CU. IN I I/2' CON. 144.T4¢N CUCU TO GFd7UND +j O ff . DRIV°E., .y R= PER 1„101:)E L E ELECTRICAL LEGEND WRFAM MINTED LIGHT 0� SHEARER PANEL IITi WALL NDINTED LIGHT L' EUVR6 WM MEMIM HIGH HAT O-I NAIN DLSORMCT PANEL WPL�J MCESSE➢ VAPOR RIIDF LIGHT DJ DEDIGTED OLSCRNMT PAML 0�— SURFACE MUNTE➢ FWORESCENT MITUIE RDITED Wm L�J RECESSECm FLUDRESLEM FDITIAE TELEPMRE .MIX ® MAT LAM/ EWAHST FAN COR6NATIM � TELEVISON JACIf I� T} FLORD LIORT ZII��JII NTERWN ® JIMTNN DOS 'LI�'JI RECIIRITY SM04 ENHWST FAN ZJ CHINES �¢ TRACK I-RiKIM FISSURE OT TIEAMSTAT SWITCH TUNER RaAT f 3 WAY SWITCH �❑® Ml➢ DETECTOR • 4 WAY SWITCH c� GARAGE WOR <PEMR N9P DUNER SWITCH -0 PUSH WTTMN ARAGE m OPENER FAN -EI PUSH WTTU"MA M OPENER �pmRE NJr TIM SWITCH 49g WEATI&R PMOF SWITCH WAiis P R RECEPTADE e ➢MCATED MCFPTAD.E DIPLEN ML£PTALLE LDIIED FWQR RECEPTACLE SWITCH ACTTVATm RECEPTACLE + WEATMR PROCF RECEPTACLE ® MII-VOLT MCEPTAME GROUND FAULT NTMUPTER RECEPTACLE TO FPL POWER CO. Cl4 ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) Aq� ELECTRICAL PLAN E-' % SCALE: 1/811=1'-0" �©_® mmm. ©-.--III.©-.IIIIIIIIIIII.-- ©-. -©-.IIIIIIIIIIII.-- MINIM II MM - -_ - I E3�rC3. " -'• -' III II ME III.E�3C�R3E. : .. III II mm ' - III,III.IRYi mm . III. mm.".- m©m. '---" LOAD CALCULATION A/C • 100 x 15 KW8 FIRST 10 KWS. a 100% — 10.0 KIM REMAINDER • 40% 12-2 KIUB 41B-115. 303 XA•12.2 TOTAL 29.1 KLUS 29.1 KWS X I000 - 124 AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1941 SOFT. X 3 WTS/SaFT. • S.6 KWS — 1000 1„fO1DEL G ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC THESE PLANS Xti1 llw F'.?IO 0690 WORK ARE SUBJECT TO AN"f CO3NJ REQUIRED 13YI T MAYBE NEC= WY 04 C C 1 TO COMPLY Will A3 I APPLl w,"= COMA ul 0 uj J p tf] CD N m M) r7 J � o6 Z J D CO LO 0 O W p o�o�� 01 < ¢ox z o�� 0 N www.GLEAssociates.com AA0002369 Q5A R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional V11 W ® W COCD m o v- 0 ma c r Z LL cc `^ Z CO LL 0 N c� O oJ Lc) LV 0 ®cc a _ M H a J M� �+ co) J Q cn ~o a ci J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDINCx I516 MCOm E MODEL O I'k� MODEL E :CEL D MODEL D IAF N LOT Yl LOT N LOT N lOT YN LOf YI GASTLI=PINES TOUINHOMES J 0 B N 0. 04750-00211 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml 3