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RIGHT FL "1 Y SG.4L_E: 0 0 C;MNISERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALLS. 2. PROVIDE 120 SOIN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAG CONTRACTOR TO PROVIDE ELECTRICAL B1REAKER5 IN AIR HANDLER S. ALL BATHROOM FIXTURE OUTLETS TO BE 00" AFF OR AS PER 13UILDER 5PECIFICATION5. 9. PROVIDE RECEPTAGAL FOR MICRO/{-IOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 Or 5F.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH. 24 INCHES IN HEIGHT, AND 5.l eQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1488 5Q. FT. GARAGE 376 SQ. FT. COVERED ENTRY S 5Q. FT. COVERED PATIO 91 SQ. FT. TOTAL. UNDER ROOF 1964 SQ, FT. le,-Ni' NOTN P,%01 CL05FT W/ VINYL VENTILATED WIRE 514ELF P002 PRYER VENT (SMOOTH TYPE) TO OUT5IDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 50.IN. 15LK VENT W/ SCREEN 6 FLR LEVEL P006 42" WEE WALL P•: -.�;�1 PLANT SHELF ABOVE F-L105 1'-6" WALL P009 MIRRORED P010 PANTRY W1 5 SNELvES [1011 LINEN UI/ 5 5HELVE5 P012 22" X 36" ATTIC ACCE55 W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET 9 5" OC. �-'014 GLSBLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE, P016 60 SGUR VENT a GARAGE POOR.e FLRLEVEL P011 CABINET ABOVE P015 W CEILING P019 TEMPER GLASS 8001 RECE55 MEDICINE CABINET 13002 MARBLE SHELF E3003 CULTURE MARBLE ROMAN TUB 6004 CULTURE MARBLE SHOWER PAN 13005 RECESS SHOWER W/ CER. TILE WALL B006 KNEE SPACE B001 BANG OF DRAWER BELOW -K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ 1400D AND FAN REFRPR Equipment Schedule 5EERAO,0-50H5PF - Make wxoK Tong 3/a' Cond. Unit # �8- AIH Unit Mod.# M-� Heater Mod.# Total Cooling BNg D O .5sn5ible Cooling Latent Cooling • 4* 32 CRA " 50 56 6" 90 9" 135 8M 190 9^ 260 10" 340 12" 560 140' 835 151 1400 THESE PLANSAND ALL PROPOSED ARE SUBJECT TO ANY CORRECTITiAT REQUIRED BY FIELD INaw�LCTCF a MAY BE NECESSARYIN ORPER COMPLY WITH ALL APPLICABLE CCD!" it 1 ( a ll Ti]�ie7a SG4L_E=: 1/-4 11 = 11 _ mil, TIM" (111 1 1 t. w6e'cotM,la ISSUE DATE: AUGUST 1111998 REVISIONS DATE: //,o JOR NO: f•9+ r U ou C1 r- 0 (73 J ul 11 BEGONE) FLOOR FLAN 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" , ° 9 FIfi;R5T FLOOR FLAN HVAC EDUCT LA`rOUT W J c� z W-�0 Z � �o5 ui 11 0 o- w ui �0( w O �Y. c � I IJ "r N®TM Fool CLOSET W/ VINYL VENTILATED WIRE SHELF F002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE_ AND A/C P005 60 90.IN. BLK. VENT W/ SCREEN m FLP LEVEL P006 42" KNEE WALL Pool PLANT SHELF ABOVE POoS 1' 46" WALL 10009 MIRRORED Polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT R SWITCH 1-013 I I/2" X S" WD. RAILING t 2" PICKET W 5" 0,C_ P014 GL5:BL.K. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE 1-016 60 SOAN- VENT a GARAGE DOOR 9 FLRLEVEL 1*011 CABINET ABOVE POTS S' CEILING POI9 TEMPER. GLASS Bool RECESS MEDICINE CABINET 15002 MARBLE SHELF Bo03 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B0o5 RECESS SHOWER W/ CER TILE WALL B006 KNEE SPACE 5001 BANCs OF DRAWER BELOW Y.001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN Koo5 COOT: TOP K006 DISHWASHER E001ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, PLR. LEVEL.. E005 POOL PUMP/EQUIFTMENT E006 WHIRLPOOL PUMP Eo01 CENTRAL VACUMN E008 AIR HANDLER UNIT S0ol BR1"G WALL WD. STUDS � 12" O.C, SoO2 BRN'G WALL WP. STUDS 0 16" O.C. I, ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2,, PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3- DRYER MUST VENT TO OUTSIDE. 4, SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6, ALL BATH ROOM FLOOR AND BASE SHALL BE IMPER?/IOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE- 1, "VAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKER5 IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE W" AFF OR AS PER BUILDER SPECIFICATIONS., 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN &V' AF.F. CENTER RANGE SPACE. to. 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 TABLE 46-R2 OF S.FB.C. 11392 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 9QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE TI-IAN 44" OFF THE FLOOR. LIVING AREA A/C le>41 5Q. FT, I ST FLOOR IOS3 so, FT. 2 ND FLOOR 154 Sn,., FT- GARA6;rz 2r�4 SO. FT'. COVERED ENTRY CAI SQ. FT, COHERED PATIO go 5Q. Fr. TOTAL AREA )1 1,",2 5�"2I rT , Equipment 5ch ule Unit # l _- 5LEK PF Conti, Unit Mod.# AIH Unit Mod,# ?M — - Heater Mod,# _�,Zq--o c- Total Coolin5 /4� / 00 5en51ble Go ng °a i Latent C `41 lm i I q 1�1r::) F!— L (:::)FR r^-JG,4LE = II II T I �011 J {71 42" KNEE WALL FL A�I 11-4. = I, _ rZ5 " E003} RO=T5'X fo3" 2-25S14 EGRESS 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 AFFLICA3LE CODES. L4N[ i 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: FOUNDA1ONS 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 SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5.10. AT CHANGES IN DIRECTION OF TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.11. PROVIDE 1-#4x 5-0" BAR AT RE-ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS. 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0" 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. www.GLEAssociates.com AA0002369 BU LD NG 145 LOTS 145 146�147�148 149 APR 1U 2R°9 9 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional STRUCTURAL GENERAL NOTES CO) 6. PREFABRICATED WOOD TRUSSES . n '4*0 W 6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTINANT DESIGN CRITERIA REQUIRED BY THE 2002 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER r FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE AND ITS FASTENINGS".qqT C6 Q •` COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL = C 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A PRIOR TO THE MODIFICATION OF THE MEMBER. r Z cm — MEMBER FIRM OF TPI. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. LL 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED JOISTS OR RAFTERS TO SIDES OF STUDS-B" DEPTH OR LESS_ 3-16d Q 0 c STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS__ 4-16d V r O _ PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE__ 3-8d Z to J ` O CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE STUDS TO BEARING- TOE NAILS EACH SIDE____ —2-8d TRUSS ASSEMBLY. BLOCKING BETWEEN JOISTS OR RAFTERS d' W 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE r W V DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END-10d Q 0 Z TO JOISTS OR RAFTERS BEARINGS -TOE NAILS EACH SIDE__9 NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. \` d BLOCKING BETWEEN STUDS EACH END -TOE NAILS ___2-10d 10d � � � _d 0_ 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. END NAILS __ _ 2-16d r x Lu J 0 J PROGRESSIVE BLOCKING 7. WOOD RAFTER TO BLOCK & BLOCK TO CONT. NAILER ____2-16d Mwwj 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") _16d 0 24" O.C. W 0 CL a � 7.2, ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO J jj& IV OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE RIBBON TO STUDS SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL 1" x RIBBON _2-Bd SPLITTING OF WOOD SUPPORT MEMBERS. 2" x RIBBON _2-16d 7.3. WALL SHEATHING SHALL BE 1/2" PLYWOOD PANES, 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, DOUBLE TOP PLATES AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF LOWER PLATE TO TOP OF STUD_ _ ____16d 0 16" O.C. WOOD SUPPORT MEMBERS. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE__--6-16d 7.4. PLYWOOD SHALL BE EXTERIOR TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83. UPPER TO LOWER PLATE AT INTERSECTIONS _3-16d WELLPDRIVENDMAY BE BUT IN NO CILED WITH ASEE SHALLHTHESE OF DRIVINGIOF THERED NAI NANS ILS AKCEPT WHERE OR SPLIT THE ADCEOPLYHOFWOTHERWISE, THE THE PLYWOOD SHEET.L SHALL PLYWOOD E JOIST TO BRIG., TO NAIL_ _2-16d ST,LIC Cl FIRE DI � I KOILTER SIGNATURE HOMES SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE STUD BRIDGING TO SOLE JOIST, ATE, TOE IL EACH END_ __ —2-162 16d gEVIE�`� ED FOR CO VIPLIP" CONTRACTOR. ----- C'T TO FIELD �, SpECTIONS 2160 NW RESERVE PARK TRACE 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. DOUBLE STUDS, FACE NAIL _ ____ __ __16d 0 24" O.C. SUBJECT �15ION SFIE PORT ST. LUCIE, FL 34986 ACHED REE`- OFFICE: 772.468.4703 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. DOUBLE TOP PLATES, FACE NAIL _ _____16d 0 16" O.C. SEE ATT- FAX: 772.468.4603 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. TOP PLATE LAP & INTERSECTIONS, FACE NAIL 2-16d ItEVIEI'NTD BY' N0. REVISIONS DATE 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: JOIST, LAP OVER PARTITIONS, FACE NAIL _ 3-16d DATE; 1" BRACE TO EACH STUD AND PLATE, FACE NAIL__ __ 2-8d REPETITIVE USE MEMBERS 8. MISCELLANEOUS STUDS & PLATES CONSTRUCTION GRADE 8.1. EXPANSION ANCHORS SHALL BE HILT] "KWIK-BOLT' OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. JOISTS & RAFTERS: 8.2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 INSTRUCTIONS. 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS: 2 X 4 THICK NO. 2 6 X OR LARGER NO 1 POST & MULLIONS: 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLANEOUS LUMBER BLOCKING. FURRING, ETC. NO. 3 7.10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19%. 7.11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED. 7.12. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, 7.13. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. 7.14. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. 7.15. ALL BOLTS SHALL BE REPGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 7.16. CROSS BRIDGING SHALL BE PROVIDED AT 10'-O" O.C. MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8R" IN DEPTH. USE 2X3 OR AN APPROVED METAL TYPE BRIDGING. 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS -JOIST MACMILLEN OR ACCEPTED SUBSTITUTE. USE TREATED WOOD AT EXTERIOR CONDITIONS STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES. E= 2,000,000 PSI G= 125,000 PSI Fb= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv= 290 PSI Crp= 1.85 5NT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-1.1 MODEL 'A' FOUNDATION PLAN -LEFT A-12 MODEL 'D' FOUNDATION PLAN LEFT A-13 MODEL 'D' FOUNDATION PLAN RIGHT A-1.4 MODEL 'A' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2.1 MODEL 'A' FLOOR PLAN -LEFT A-22 MODEL 'D' FLOOR PLAN LEFT A-23 MODEL 'D' FLOOR PLAN RIGHT A-2A MODEL 'A' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'A' TRUSS PLAN -LEFT A-42 MODEL 'D' TRUSS PLAN LEFT A-43 MODEL 'D' TRUSS PLAN RIGHT A-4.4 MODEL 'A' TRUSS PLAN -RIGHT A-5 DETAILS AND SECTIONS A-6 DETAILS AND SECTIONS A-7 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-1.1 MODEL 'A' ELECTRICAL PLAN -LEFT E-12 MODEL 'D' ELECTRICAL PLAN LEFT E-13 MODEL 'D' ELECTRICAL PLAN RIGHT E-IA MODEL 'A' ELECTRICAL PLAN -RIGHT 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, 5UILDING 145 MOMA A Vi D Vi D MLO6 D M M A wr w gar w gar m 4Dr ws tat 10 CA5TLEPINE5 TOUJNHOME5 J 0 B N 0. 04750-00209 I S S U E D A T E: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E COVER S H E E T N 0. c 0 1 BEAMS SCHEDULE NO 131g T17P MID BOT REMARKb L.EMCkTH W>�LDgp �LLEp ILLEp �pqp TBI e• x Xr 1-6 I • e Iw c we TTF. uwLL 6ECTIOIJ Oa• 1 •5 � T'-6. lace, 15500 20010 x s• W-4• M Oe' x W' 1 •5 I • D � L� Mont.6'-6. 800• 15650 3760- ® 11 x W' 1-0 1-6 LMIeL EOR. 1'-6• 1500• 1550• 7081- ® • I •5 a'-i' e001 10600 4615- E• x W 1 a �p LMR evR. I • 1000• e• k lb. I.0 a L MCM 6'-6' ID6D• 34600 6 a• x Y' 1-6 lob LMIa port. Il'-4' 500• 351• all• 1 I x M' 1 • a 1 • a � L� BoTT, 10-6' 5e0• II770 21140 mcusLa ® e• x 3e' 1 • a 1 • a 1 •5 � sl CRIG LMISL EDIT. 6'-6' 00c• 15650 32600 O e' x 40' I • a I • a I • a ran mm my cwlc. Lally l]OR. l'-i' Y800• 1550• 288T a• x 3 I • a I • a I • a is I w II-KODC caNG LNIS lxTrt. 11'-4' Mc0• NR IA00• ro V. E'on L LINTELS TO BE CAT-OIE'TE HIGH-5TIWr4TH PMCAST Y LEE -STRESSED U LINTELS car. u-BLoac Fill CONC LINTEL e © @J MRS DOUBLE U-BI-OOK I'MCAST FILLED LONG. LINTEL MEAM TYPED •a'4' DOUBLE U-BLOCK �,-4, pFECpAT FILLED GONG LINTEL BEAM TYPES Q Yx u0m em ESARING YW1 . Y' OL Yr L 20' L OO BEARING WALL FTG. ® GAR. DROP DETAIL 2 ND 1=LC�OR 1=iZ 41"I INCs OCAL.H. • Y' cower-T TO EXIST. SEIIER LATERAL PLU1"ISINCs RISER UNIT "D° COMIECT TO EXIST. SEVER LATERAL F'LUMSINCs RISER UNIT 'A' I=OUND Y4 T I ON SCALE: m" m LUJ J U PLAN ---�IIIu III A r- L --• •-4 I I Torr.waeY Yt •�Yr - 'a • }a§} lIII�!IL--A — rCr—we—LI •L•--a'-4•—.4 w ] 2 EIaJG eeLau Tcrevo"xro.]wo•.'e' }}}§}_ I �II Tor or eetsa.rtYPax Y-ee'ERNai 2 � TaroeT.•a'w4—_�' � — LL — — — t, r. BW%uW-L KM W&L YLL ouww Fr- Fes 1�a.e4S ea4 lu. AT ILERIG ,F= =II� FC IIIII 1 — — — — -- I L— I Imo_ -=!J �� I I I I 8'-a- Y4- Y-01 Y-1v' a I I II II I I II II I I _ II II ir II loBa n IL( ul O ~� MOBe 677 _ J147F n LLbOp TI-IeeEi .• a4' OL. MAX Yb00 TI-166roIs . 24. OL. hlNf WDOG TRl5iE6 . 24. OL MAX GI_AGIM -Y TFe15e CO. C SWO C 6 BY TTaHea C.O. C C ErAGING my T,-lee CO. �SEI �IyryI r 4 4� 4 I 4 ErAR ERID SENT fal.11'N WRDER 2 8 GORE SEAM COLIM _ 9 GNa bgr M ] EDUMP EEAMM Igo II II II 10 II LI — _ Tor w lSl . a'-r for of Er'L . e'-r Tor a• E8t . e'-r �-- D }� }—� D D A—,ODrzL D A-1 COLUMN SCHEDULE (De' K PILLED CELL k Y'sI T ELTo A W ] • e BAR roD LIED BeenND PooTSaa O Ej Y%n'COIIC. COLW4.5 VERY. AND •3 rron•n'oc. O3N'X9ID`XV4'aTL GOL ® 4•x4•x 1/4'Gn-G0. Ov x v3 nw- o YW 6.5 war. •STIEDGRIG COL WIYS wYr. AIID Ol •1 AND VS TRefdGCOL III NS war. ® x W 5•=dXFILLm CELL Y • L l•J.eR TIED ro TIED BEAM eND Fca O ❑❑ 0xY'SM11 eLIT TIM1Cpll III SO 1 •5 lSYR LED TO T BEAM AND POOTHG . 4'-0' OL r1AiC O a• x 16. DARTED DART D FILLEDOEL- W Y • Rro LLE l'YN"I ANO 1.00TINS, 1 W1 x W DDIIG IBIJC FLLLED C 1 l W 4 •e OAR uv=sl erlee. 12-D•oa FOOTING SCHEDULE OI� IV 7 D CNT. D EDGE conc. FM ® S• X S• I - 5 C NT. EDGE GONCREIE FTG. Y ' 1 •6 CONY. I © 36' X 36• X n' CONGIETE LAD UV Y a 36' EACH UAY © e• x S' CONCRIM FTG. uv I -6 CONT. O N' X ]0' THIIXENED STX# CONC. FT6. YV 3 •5 CONY. OD' X M' LONG Fr3IW 3 • a CONT. AND a TRANSVERSE- 48• OG © I I --'-I l Et YI• n' x 74' COW -Ft& UY ] • S 00W. ' MIN WLell GRADE O I I-E EE 47' X 42' COW- FTG. UE 4 • S EACN UAY 18'-0' 1]'-0' tY-0' IY-0' 17C tY-0' 1Y-0' I]'-C 1Y-0• 1Y-0' '��' ,•-,• r-IY r-r 1•-, Yam• I L ra• I r, r-r ea r-e• 1 • 4 Y-Y Ya' Y-e' • Y-0' e'-Y Yd r-0• r-1 Ya' Y-r Y-4' ,'-f' Y-IY• i-I• 2 2 I •} 1 Y-Yfi Y 4 I c --- — 1]IY-0' I I I —15 I Y-Yfi ' 7-0 I e --- — AI III ] I — � 71 fi Y-0 1 — --- CL--- 7-1R A e'. I I-- EDJI; "I —� � Y !> d« M: A 10 W7li VA ORTO 1LRT1le� P M4' a11dIN Q R1,D.ldL Ol.Ol1a POR TNro eTRIC14E e' _ 0•N 11 � -LA' aIB}e— I'n} LL e11NLOe <I'1R14• DC�,o'eeT GPPr6D l'.L Sa rRDCrCI. YATI1 VYiR Too, CArACm PYR TNb e —�— 6 1 } F" I I I I "I fi I I } I i �— 51 :I I } b ,.bAR:TMIIpNHLL Y"R'ISlenmK % orm/Ff, \ YELL CgT.CI® C.YYI NLL YNa-IY MRCt.wm I T.ReIR sGl.1,.4GYIY 4 MLLVM eY-!R I II ro�Y;.: M� I 5 DCJirT ueYe NaID a } �I I I I I I I I b 5...-4TI.a ELDED amilill maM %� \ MOLL CLi,NC,® CL..N TILL '`IG-- I ,ERTItCe 5Ea1! I,.G.Ie 4 nIL VArdl eNlam! I A II ro�uie: n. ^'- I o Doer YIlIC Na® Y } I I I I I I I I �M06! I7mN•.12 R.IOI! Wle'�W'-'ll HMKxN""'CiaR®NTo dFm�\Ys HELL fLfr,Gtm C1,4N RLL % T�Rocilt ,SR�nH 5ro'aIC I'M1..C.Ie 4 I nLL VArgaeW-!R tea" �D. � D I I roe"Orom,N Au ooLlrwroEE I 1p 15 OATuE Nam I p b ( F1 - I I I p' p p ��- Rr T T 71e4!-r1111 15-0• -Y 47�r� I 18'-0' ? 7 7]'-d' '-Y I ? ,, 5 b I z LE I Icl Yt'-18' -'x I 7 7-1' 1$ Y- Y-0• 1Y-0' I 72'-C Y-0• 7—�c + - Y = b F � Iw PPaf SEE][ N/lPSYII q1 e]IIGI� w — NS (4) 111 1] d110P- I I I(I r CONiRAOi } I b I 4•d ]•-Y I — — — Y I I I I _ I PNEI®ti0.T — — 'p. 0 I I l I I PMWmILCVR•'wATMN — — p L O „—_ I I I I PLAIN®RLg1Y YLNATKNroKW1'1111'411 I APOA TCr C1�YlI G' RDAD r I I CQirRADTDFa BNeLL wtlPT I ALL D6DRa 1 IIiW11E I I OrWNe6 W M4NF. I 4'-1C I __ I A r4 r� • _ Y D L O A } u I I I I I F I I I I �_4' — — + — l — — — —� A'I I —" T; I IY/ PSSr f e/ 9YP.roN YITI®M BYIIOY WNOOII�a I WrTAPIA. � I I I I L I -- I I V-Y 4•.r — _ R5VATYX TOYW ,GP CbY ATIQMD I I } TO E?WM ,LT C}YYN OP IbfO I "4 TP I 1 I I I I I '. F } I I} I I ALL N a - } } DONItaAOrolYe MALL veRFf• Of+@l84y WYY 1'WiA. fi I I resl,RAerol® e1W-L,24UF,• Au DooRe 1 IYNDoun OPB1N'A WI MANt. h ewLL VERIFY I �— Yr r4 c A rs 54 b ; h N L } I - III , ,• 1 — CJ — b b I 8 I q A o I I-- A ---�1J I — A -- T I� }-- A I m A s — — _ T I Y I } d .- ...- } : _ " _ \ J fi I' , I l J Y-0' Y-4' Y' 4-0' 8'-a• Y-Y' Y-e 8'-0' 44 Y4 Yd 1'-0' YC Y-0• 7-a' b Y 4 Y-7 ,E-0• 1'-Y 4--e 1'-r lw-r I Yd I'-8' 1 4?-e IW Y-0' Y-0' 1'i •i' Y4' V-W ]Y-r 3T-0• IE4 2r-e A 1"COD L AA' 1"f OD E L D AD, 1„1OD E L D A' 1"COD E L D A' 110D L A A-, PL,4N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 W� J � � N m� 00 J M0 Q � � aJ 0�0 � W p Ua N 4 O X Z xO < 0 0 N �2 www.GLEAssociotes.com AA0002369 APw 1 F� 2�4 R. QUINN TURNER Drawing Na Valid Unless Signed. Sealed & Dated By Registered Professional 0) a_ U) Lo "ITr000p m m 10 •O le 0 Z� � LL C.7�aoYMENNEN _� c„ I-- •— SIEMENS qe � W 0 Za JLC m LL, X J am J m~OIL 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 145 MODS A MOOS D MODS D MCOS D MLLlL A LOT wo LOT H6 La' 4P1 LOT HS LOT I" CASTLEPINES TOWNI-IOP'IE5 J 0 B N 0. 04750-00209 I S S U E D A TE: 04/13/04 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. A®1 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 0 3 TIED a 12' O.C. O� 3 I/2' X 3 I/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O > 8' X X E C COL. W/ b" 5 VERT. 0 AND 3 TIES ®1212'' O.C. (D . E 8' X 16' CONIC. COL. W/ 4" 5 VERT. AND " 3 TIED a 12' O.G. O 8' X X CONIC. COL. W/ 6" 5 VERT. 0 AND 3 TIES 0 12' O.G. ® 8' CONC. BLK FILLED CELL W/ 2 " 7 BAR TIED TO TIED SEAM AND 2 1 B FOOTING. O ❑ ❑ 8' XI6' GONG. BLK. FILLED CELL W/ I 5 BAR TIED TO TIED BEAM AND " FOOTING ® 4'-0' O.C. MAX. 1 O o III IIILL�L > 8' 5 GONG. BLK FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND 2 FOOTING. 11 III X 16' CONC. BLK FILLED CELL W/ 4 " 5 BAR VERTICAL W/ 03 TIES . 12' O.C. EOOTI N IS SCHEDULE O Ib' X 18' THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. © F 8' THICKENED EDGE CONCRETE FTG.. W/ I " 5 CONT. � © X 36' X 12' CONCRETE PAD W/ 4" 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O X THICKENED EDGE GONG. FTG. W/ 3 " 5 CONT. W/ 5 O 12' X 20' CONIC. FTG. W/ 3 " 5 CONT. AND 1 " 5 TRANSVERSE a 48' O.C. © 12' X CONIC. FTG. W/ 2 " 5 CONT. 16' MIN. EsELOW GRADE O� 42' X 42' GONG. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL a 16' O.C. �t 0 o a 20° L @BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SEUJER LATERAL BRCS. U-BLOCK PRECAST CONIC LINTEL BEAM T ES 2Q T1-IRU F3Qr. DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL SEAM TYPES (! DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES 10 n• FLU1„I5ING fRI&€fR UNIT 11411 E I 32 -U 1818" 13'-4" V-4" V-4° 7'-100 4'-1" 2'-4" 8'-5" 2'-3" L IIL 3'-3" �J Mimi 101■ ■■ ---- —J is ■ -- ■ I ----------- I - - - - - - - - - I i I I FJ � ■ I I � 0.0 I I I I I ■ I ■ ■■ ■ I m SLAB SHALL BE A MIN. 4' THI K - I z WITH FIBER MESH INTEGRAL O I m REINFORCED WITH 6' X 6' X I 1 10/I0 WELDED WIRE MESH, - 1 ■ �� CENTERED IN CONCRETE BACK o I I z DOUBLED 30' BEYOND I I Q N OF FTG. I I FOOTINGS TO BE PLACED OR I 1 3 w WELL COMPACTED CLEAN FILL' 3 z °i TO MIN. W%K PROCTOR DENSIT rI I z 0 ■ TEST AND WITH VAPOR b I I I N - g o BARRIER POISON SOIL UNDER SLAB FOR ■ TERMITES BEFORE PLACING 4 ovm MIL VAPOR BARRIER I I J I I x FINISHED FLOOR ELEVATION T:) rr• BE 18' MINIMUM ABOVE TOP I I CROWN Or ROAD. SOIL BEARI I I ♦ CAPACITY FOR THIS TMRUCTU a. 1 I // /Z I I N OI _ OII M I I ■ 1 FINISHED FLOOR ELEVATION TO BE 18' MINI M o ° ABOVE TOP CROWN OF ROAD -9° 1 I 1 co o i 4'-3° I I I I - I I ■ 4'-3" � s I 21'-10" 4'-6" 5' 4" I I I _ 15'- " M � :Dl �� 00 I 1 L, 00 I O■ I .4 m W/ kx4 POST SECURE W/ SIMPSON MTT2 8 ON BOTTOM — I — — AND (4) SIMPSON 3T 18 ON TOP 1 ----------- --I 7 I I ■ } � � I I CONTRACTOSS I � SHALL VERIFY � 1 ALL DOORS a WINDOWS OPENING I W/ MANUF. ■ OI N I I aD `� I I I I I Tf I I I I I 14'-5" 3'-2" I I " I I - 1 I N 1 I■ `o -� L J I 04 1'-9" 4'-6" V-9" 3'-0' 18'-0" 3'-0" 14'-0" 32'-0" IESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS IEQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO IOMPLY WITH ALL APPLICABLE CODES. 0 UJ Q I(] m M M ZNJ Om J 0 o w o N Z O c- 0 N www.GLEAssociates. com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 0) a N toMIT tT C G C O a± r _ �LL r Z _c CD V11 qIr W / V Lo Z a = � � - LLJ X J A J Lu m O a Q J L 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 145 CASTLEPINES TOUJNHOMES J 0 B N 0. 04750-00209 I S S U E D A T E: 04/13/04 D R A WIN B Y: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Aml.1 COLUMN SCHEDULE O B' X 16' GONG. BLK FILLED CELL W/ 2 0 5 BAR TIED TO TIED BEAM AND FOOTING. O : 8' X 12' GONG. COL. W/ 4 e 5 VERT. AND • 3 TIED • 12' O.C. Om 3 1/2' X 3 1/2' X 1/4' STL. COL. ® Cl 4' X 4' X 1/4' STL. COL. O > 8' X X CONC. COL. W/ 6e 5 VERT. 0 AND 3 71E8 + 12' O.C. © 8' X IS' GONG. COL. W/ 4e 5 VERT. AND 6 3 TIED 6 12' O.G. 7 B' X 12- X 12' CONIC. COL. W/ 6e 5 VERT. AND b 3 TIES a 12' O.C. ® e' CONIC. BLFILLED CELL 2 1 K W/ 2 « BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ B' X 16' CONIC. BLK FILLED CELL W/ I " 5 BAR TIED TO TIED BEAM AND FOOTING • 4'-0' O.C. MAX ^ > III B' CONIC. BLK FILLED CELL W2 5 / 2 M 5 BAR TIED TO TIED BEAM AND FOOTING. 11 IS' X 16' CONC. BLK FILLED CELL W/ 4 6 5 BAR VERTICAL W/ 1'3 TIES • 12' O.G. EOOTI N G SCHEDULE O lill X 18' THICKENED EDGE GONG. FTC W/ W/ 2 " 5 CONT. © 8' THICKENED EDGE CONCRETE FTG. W/ I e 5 CONT. © 36' X 36' X 12' CONCRETE PAD 111140 5 EACH WAY O8' X S' CONCRETE FTG. W/ 1 • 5 CONT. O lill X 20' THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. W/ O 12' X 20' CONC. FTG. W/ 3 6 5 CONT. AND 1 e 5 TRANSVERSE o 48' O.G. © Ft X 24' CONIC. FTC. W/ 2 6 5 CONT. I6' MIN. BELOW GRADE Ill O42' X 42' CONC. FTG. W/ 4 e 5 EACH WAY 2X WOOD STUD BEARING WALL 16' O.C. a a . . 2 10 BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO 612E TOP MID MOT R7'7AP" LGTH EN O u L� Fj pqp TBI D' x w I • b 1 • b O O�LOfl( OW TTP. alN1 el Oe• x s• 1-0 60c• WO- 2BBY Main.. -4• ew. i'-b' O D• x 16- 1 •6 1• D °'OLOCK O'J1G LINRL DOR. 6'-b' B00• PSBY 3260- Oe• W 1 • b 1.5 i'-b' 1500• Sao, 2W1- x 1-61T Grnt. ® •s e• x.• I I'Du°TP eorr. 4'-b' B®e• 1660- 48150 OV x.' I.6 1.5 Deep 6'-w 156Y 3260' y . x r• 1.3 • e °� L, � Ma .- n'-4- see- 3S10 sll- -I sxM'I•e •6 �pjDp T. 1e'-6' DOO• n22• xTa• ® e•xw 1.5 1.5 1.5 ralc 4Mip-Mari- 6'-6' Bee• I56D• 326e1 oal u-D1.°cx 9 e' x 40. 1 • e • D I • D r euc nm LONG L6IIa Dori. 1'-&. 1500• IbbV 2601• dial u.x 1 D' x w I• D lob 1• D GONG Darn. 11'-4' lice, NR Ibee• v I. LINTELB TO BE C46T-01ETE HIGH-6TREW14 PlilCPAT 4 F"W-STREl U LINTELS ERG. U-BLOCK PRECAST CONIC LINTEL BEAM TXFES QTHRU 8 ERG. DOUBLE U-BLOCK PRECAST FILLED CONIC. LINTEL BEAM TYPES Q .S'4' DOUBLE U-BLOCK '6'-4'GONC. LINTE BEAM TYPES O0 CONNECT TO EXIST. SEWER LATERAL PLUMBING RISER UNIT 111D11 TOP OF BM. + 9'-4' .. --------- GIRDER --- rrrrllll . . II � II IH (2 i8 l ■ TOP OF BM. + 20'-8' aD I N II II I ■ - - ■ _ r CONC, LINTEL BOTT. W-0 I I li M I I ■ Imo- BRN'G WALL ■ I BELOW I II � II I■I '�+wry■I ■I 1� IN CONC. FILL D�CELLLSS WIl H 5/0' RED HE S ■I WEDCsE BOLTS AT 12' OC, STAGGER TOP 1106860, MIN. EMBD ° 2-3/4' INTO MASONA o II I � II -j-L _I ■ 1 BRN'G WALL ■ I I I L----J BELOW I I I II Ij � I I I r 71 I I JI IRDER ■ I 2'-10° 2'-5° L■ -; I I II II II u1 II �+ 1 L=-- II F-1 I I IRDERI GIRDER I ■ II II 66- Li II Q ■ u ■ WOOD TRUSSES m 24" O.G. MAX I o I SPAGINcs MY TRUSS GO. rf ■ II n II o I 2 BAR BOND BEAM COLUMN i GIRDER -4 2 1 2 BAR o ■ ■ I I �till,\ I I II i1 II o I I I I I I I I I 1 1 I I I TOP OF BM. + 8'-1' is a m:0 2 ND FL00% Fib41"III�IC %�L 41�1 E3GALEs 1/8 � 1' - m" D A-1 THESE PLANS AND ALL PROPOSED WORT ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AFPLICABLE CODES 4° 26'-0" 13130" 6'-3" 13'-0" 11 1 1 - � I I , t r� ■ ■ O 7 1- v2 " 'd- N I I Illlj mkz I I — -- - I I------------ -, 7 1 T-- �2 I -'-6" L 3'-10- I I 13'-0" I I THICK 1 N N I LAB SHALL BE A MIN. 4' THICK �i SL aL OR `f I I I N ITH FIBER MESH INTEGRAL OR I I I WI ' X 1 x I i 0/10 ELDEDWwiRE MESH, to/ CENTERED IN CONCRETE CE sAGK I I DOUBLED 30' BEYOND BACK I I D OF FTG. = I I of �' I I OVER d I I �/ ' FOOTINGS TO BE PLACED OVER I I FO FILL ` WELL COMPACTED CLEAN FILL WE 4 I I i —� \ TO MIN. 95'.Ia PROCTOR DENSITY I I TO \ \ 1 TEST AND WITH VAPOR I TE I I i BARRIER I B 5 FOR POISON SOIL UNDER SLAB FOR NG 4 I 1 I I TERMITES BEFORE PLACING 4 I I TE MIL VAPOR BARRIER I I MI ON TO I I I I FINISHED FLOOR ELEVATION TO I I FIN )p _ _ _I I BE 18' MINIMUM ABOVE TOP I BE FARING I ° I CROWN OF ROAD. SOIL BEARING I I G IGTU� CO SP.IMINIMUUP�,TURE T o f I BECITY 2,600 o f I i I 4 I I � ��� BE ED - �_. I I I � ALL COLUMNS To aE J EXCEPT WHERE NOTED I of L 11, 1 6'-2' 1 15'-0" d J I I I I I M L--J n I I 6'- " 2'-4° u L 12'-8" I I I 01 - 011 I I I I I 18' MINIMUM I I I FINISHED FLOOR ELEVATION TO BE 18' MINI UM I I FIN TOP CROWN OF ROAD I I I Arz 1 I I 15'-0" I I I I I I I I I I = I I I I I I I I =RIFY CONTRACTORS SHALL VERIFY I I ALL DOORS 4 WINDOWS I I I J OPENINGS W/ MANIF. I I I 4'-10" 1 I I 1 1 I I o o ■■ (,4 I I I I I v I --- -= N--- -C=rlI -- - I d I ■ "' OL 6'-0" 1I 1 2' D A-1 9'-0" u L_ J 3'-4" 2'-0" 4' m in 0 W� J � � 0o o °° oo;i: J a O c6 Of p 0 w 0 o o w n w z oo< o 0 N www. GLEAssociates. com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional a Lo q L rdam" O .O m LL ti Q Z J ®._ leW V11 C3 W Z 0 V J mac' d W W 0 m o a Q � .I Lj; 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 J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 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 S H E E T N 0. Aml.2 COLUMN SCHEDULE (D 0' GONG. FILLED CELL 2 5 W/ 2 • 5 BAR TIEDED T TO TIED BEAM AND FOOTING. O B' X 12' GONG. COL. W/ 4 05 VERT. AND +3 TIED • 12' O.G. O Fo 3 1/2' X 3 1/2' X I/4' STL. COL. ® 4' X 4' X I/4' STL. COL. O S' X X C COL. W/ b• 5 VERT. 0 AND + 3 TIES 12'S . 12' O.G. © S' X 16' CONC. COL. W/ 40 5 VERT. AND +3 TIED • 12' O.G. O I• 'I 8' X 12' X 12' CONC. COL. W/ 6+ 5 VERT. AND "3 TIES ® 12' O.G. ® 8' CONC. BLK FILLED CELL 2 1 W/ 2 • 1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8' X 16' GONG. ELK FILLED CELL W/ I • 5 BAR TIED TO TIED BEAM AND FOOTING s 4'-0' O.G. MAX 82 ELK FILLED CELL W/ 2 "5 5 BARAR TIED TO TIED BEAM AND FOOTING. 11 ib' X 16, GONG. BILK FILLED CELL W/ 4 + 5 BAR VERTICAL W/ +3 TIES • 12' O.C. • • FOOTING SCHEDULE O I6' X 18' THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. © 8' X 8' THICKENED EDGE CONCRETE FTG. W/ I 0 5 CONT. © 36' X 36' X 12' CONCRETE PAD W/ 40 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 • 5 CONT. O X THICKENED EDGE CONC. FTG. WI 5 W/ 3 " 5 CONT. O 12' X 20' GONG. FTG. W/ 3 " 5 CONT. AND I + 5 TRANSVERSE ®48' O.G. © 12' X FLOW FTG. W/ 2 " 5 CONT. 16' MIN.IN. BELOW GRADE O� 42' X 42' CONIC. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL • 16' OZ. l 20' L 10 BEARING WALL FTG. ® GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID MOT REMARKS LENGTH LOB WIAD D F-1SL LEp T51 6' x 16' I.6 lob DOImLE SEE rn' WALL 6ECTION U-51.0m (D a, X 6' 1 •5 u 1'-6' 15000 15500 2SS10 CDT. Tt. - 6'•4' AFfi. O 6'XW 1•B Jos UOLOOG TOP tQ1G COtT. LINTEL 6' -6' am# 15111DO 32600 O B' x Ib' I• 9 I •0 U-� OCK TOP cONa LINTEL EwrT. 1'-b' 15mm• 1550+ 28010 ® 15'X16' I•9 105 U U-15L TOF 4'-b' 1500t I8600 40150 COW—LINTEL eorr. O e' X 16' I. 9 I. 9 U �oac o.51_ r T 150m• LMTeorr. b'-6' 196FIO 3260+ 6 6' X Iv 1 •9 lob U-9LOCK TOP CONG LINTEL Daft. Il'-4' soot 3816 sll• e' X 16' 1. 5 105 U-eLoLK TOP falc LINTEL eoTr. 10'-6' 5mm• 11220 21140 OOUELE U-01.0m S B' x 9B' lob I •6 I • E coat. LML1c Mro 6'-b' 8mm • 1565" 3260• OarC LINTEL BOff. OOUELIs U-SOCK g e• x 4m' 1 • S I • s 1 •6' BLK MID 1'-6' 15mm• 19� /+ 28810 LONG LINTEL OOIT. o u eL00 B' x 36 I • 6 I • 6 • E LINTEL GONG. NC, LINTEL mn. Il'-4' 11000 NR Isom+ ev•c•oa I. LINTELS TO ME CAST-CFSTE HIGH-STRcNGTH PRECAST 4 PRE -STRESSED U LINTELS BRCS. - U-BLOCK PRECAST GONG L INTEL BEAM T ES ( TI4RU RRrY DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES +a'a" DOUBLE U-BLOCK PREGAST FILLED GONG. LINTEL BEAM TYPES 10 CONNECT TO EXIST. SEWER LATERAL P!_U1 IBING RISER UNIT HID" TOP OF BM. + 9'-4' OOOL------ � II 8 ' TOP OF BM. + 20'-D' —_ —_ OOOOOOOOOOOOL_ — — — — — — ~■1 — — — — — — — — — — — r CONC, LINTEL BOTT. 6 6-0 I I� ■ BRN'G WALL I ■ I BELOW 1 I o II I II II ■ ?1 ■ Lj- ,S. L ■ DEL 2 KS LEDGER ANCHORED TO MAS. WALL ■ t HEd DO I IN FILLED CELLS WITH 5/8' RED HEADS it I )F` AND WI UE BOLTS AT 12' or, STAGGER TOP AND BOT. I I ORAI ZY o I , MIN. EMBD • 2-3/4' INTO MASONARY 41- I it ■ BRN'G WALL I■ I BELOWIF 11 I I 11 II IUI I r----1 F- II II I GIRD E i LL ■ 2'-5" 2'-10" ■ I I II II I I " e \ I F- ----= 1 I ., II II I F;2■ 1 GIRDER II 11------II L-I IC�I WOOD TRUSSES to 24" O.G. MAX C = _ _ _ SPAG IiVCs E3Y TRUSS GO. II II p I I f1 I I I I II I I �\ I 2 BAR BE I 2 BAR BOND BEAM COLUMN o GIRDER 2 NID F=LOOi� FiZ41"�INC fi=L.4N SCALE: 0 I d- THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AN%/ CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO S• COMPLY WITH ALL AFPLICABLE 26'-0" , 3'-6" 6'-3" 3'-37 2'-3" 2 ■ ■ .. L- -- 1 I (F) I I �' 2rL ill. 8'-4" cD 2'-2° I I I N I IN N "11011■ I I o I I ■ ■ N 1 ■■ i--- - - - - - - - - - - - 13'-0" 13'-10" qj 8'-6 h CK o SLAB SHALL BE A MIN. 4' THICK R I I I WITH FIBER MESH INTEGRAL OR 1 REINFORCED WITH 6' X 6' X \ 1 10/10 WELDED WIRE MESH, \ CENTERED IN CONCRETE \ \ I DOUBLED 30' BEYOND BACK \ o I I OF FTG. \\ M \\ I F I ER I I FOOTINGS TO BE PLACED OVER .L 1 I I WELL COMPACTED CLEAN FILL TY TO MIN. 95% PROCTOR DENSITY �— TEST AND WITH VAPOR ( BARRIER )R 1 1 POISON SOIL UNDER SLAB FOR I 1 1 4 TERMITES BEFORE PLACING 4 I I o 1 MIL VAPOR BARRIER TO I FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP 1 ING I I CROWN OF ROAD. SOIL BEARING I o RE I 1 I CAPACITY FOR THIS STRUCTURE o I TO BE 2"0 PZR MINIMUM. I BE _� ALLExGEPT I I I WHERENS OTO TED I I I 15-0" I I 4'-2" I '-2• I I o 1 1 FJI 1 II I® I 1 I I I 5' 4" I 1 i ❑ — ^'-B" I - 12-8" 2'-4" I+)� I I ml _ m11 I I eb I MINI UM I I I FINISHED FLOOR ELEVATION TO BE IS' MINIMUM I I I ABOVE TOP CROWN OF ROAD I I I 15'-0" I ,1'-0" I� I I I I I I I I I aY I I CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS 1 I I OPENINGS W/ MANUF. -� 1 1 4'-10" 1 —— =0 5'-4" 2'-5" ■ I -52'"I L11111 /— � WA4 L — — — — — —M1 iM N c ■ o m 6'-0' m 6'-0" 0 26'-0" 2' 0 uja J � � mMN J Mad00 07 0 w o 0 cn N Z 0 N www.GLEAssocia tes.com AA0002369 APR -1 9 201-,', R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Ln 'q* oLU m m C p O ai 'a r 1%r 0 = O Z li 0 Zc_LLJ�� U) 1H ■� C 0 witim LLJI Z Q L) J V_ d — r Lu J J m O LLJ Q a.: N D_ J � 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 145 GASTLEPINES TOIUNHOMES J 0 B N 0. 04750-00209 I S S U E D A T E: 04/13/04 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. Aml.3 i e. COLUMN SCHEDULE O 8' X 16' GONG. BLK. FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. O 8' X 12' GONG. COL. W/ 4 " 5 VERT. AND " 3 TIED • 12'O.C. O� 3 I/2' X 3 1/2' X I/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O r✓ J 8' X 12'X C COL. W/ " 5 VERT. AND 3 TIEE 12' 6 0 S o 12' O.G. © . . 8' X Ira CONC. COL. W/ 4" 5 VERT. AND " 3 TIED ® 12'O.C. O 8' X I2' X GONG. COL. W/ b" 5 VERT. AND " 3 TIES ®12' O.G. ® 8' X 12' GONG. FILLED CELL � W/ 2 " BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8' X16' GONG. BLK. FILLED CELL W/ I 5 BAR TIED TO TIED BEAM AND " FOOTING • 4'-0' O.C. MAX. 1 0 o 8' T FILLED CELL W/ 2 "5 5 BARARCONTIED TO TIED BEAM AND 2 FOOTING. Fo I6' X 16' CONC. ELK. FILLED CELL W/ 4 " 5 BAR VERTICAL W/ 03 TIES s 12' O.C. o FOOTING SCHEDULE O IV XIS" THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. W/ © S' X 8' THICKENED EDGE CONCRETE FTG. W/ 1 " 5 CONT. © 36 X X 12' CONCRETE PAD W/ 4" 5 EACHWA EACH WAY O8' X 8' CONCRETE FTC. W/ 1 " 5 CONT. O X THICKENED EDGE CONC. FTG. W/ 5 W/ 3 " 5 CONT. O 12' FTC. W/ 3 " 5 CONT. AND RSE o 40' O.C. 5 TRANSVERSE I 05 © I X 2LONG. F W/ 2" 5 CONT. 16' MIN.. W GRADE O� 42' X 42' GONG FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL • I6' O.C. o � o 0 0 L 2f0" 1 F !r 10 BEARING WALL FTG. @ GAR. DROP DETAIL THESE PLANS AN'D Al PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY KID INI VECTORS THAT 'I MAY MAY BE NECESMRY IN O ER TO COMPLY WITIJ � APFUCABLE CODES. CONNECT TO EXIST. SELUER LATERAL FLUt-151NG� f;Z5Efz UNIT 11411 32'-0" " 13'-4" 4 1'-4" 1'-4" 1, 2'-3" 1, 8'-5' L 2'-4" 4'-1" 7'-10" 4'-1" 2 ---F I ■ r--------------------- I I I 41 I I I 1 I I I I I I I I I I I I I 1 I o � I -- ----I 1 2 0" - Q IN I -Ho I Folic m 1 ■ SLAB SHALL BE A MIN. 4' THICK m WITH FIBER MESH INTEGRAL OR o I REINFORCED WITH b' X 6' X m 1 10/10 WELDED WIFM MESH, CENTERED IN CONCRETE N 1 41 ■ DOUBLED 30' BEYOND BACK Z N C 1 OF FTG. a 1 a FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL $ z o 1 " TO MIN. 95% PROCTOR DENSITY " 1 TEST AND WITH VAPOR i 01 m 1 ■ — BARRIER a o POISON SOIL UNDER SLAB FOR v �_ m I ` TERMITES BEFORE PLACING 4 c ■ MIL VAPOR BARRIER a v� / FINISHED FLOOR ELEVATION TO _ � � � / BE 18' MINIMUM ABOVE TOP / " / CROWN OF ROAD. SOIL BEARING — — '� r `�'� CAPA ITY FOR THIS STRUCTURE TO I 01 — 0 II FINI HED FLOOR ELEVATION TO 5'-9' AB VE TOP GROWN OF ROAD I 1 1 4'-6" II 1 1" 21'- 40 POST SI D I AND (4) SIM G'J - I IS, MINIMUM i I 3'-11" L 4'-3" I 1 '-4" I DO O Ox I I I ;E W/ SIMPSON M1T288 ON BOTTbM VST 18ONTOP I I ACTORS SHALL VERIFY ) 1 ALL DOORS 4 WINDOWS O ENINGS W/ MANUR 1 I I I 1 I I I 1 I 1 I 1 I 1 I 1 I 1 I 3 2 4--5-1 1 I I I I o ■ II III o / / 3'-0" 1'-9" 4'-6" 1'-9" 14'-0" 32'-0" �10:DEL A i Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 0)aco d' Co C 0 4) r o = c LL z C7�a0. ZCc-JW>0 I V v- W inLLIT0 z w, a W = W LLI N m 0 a v cn 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/WOOD FAN 65' APP. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE ISS4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.PF. 02 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-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SGUN. BLK VENT W/ SCREEN • FLR LEVEL P006 42, KNEE WALL P001 PLANT SHELF ABOVE P00S 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2, X 8' WO. RAILING 4 2' PICKET ■ 5' O.C. P014 GLS.BLK 0 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P01S S' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 8001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E006 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS ■ 12' O.G. S002 BRN'G WALL WD. STUDS • 16' O.C. F=Lc�-,)OR ®CAL-E• m w 2 ND 1=LOOR 6CAL- W . IN-h�■I�� I I I�it�0�I► �lyPil ���1 ■■■'■■■1 Ill. -. -� -eoe�� a,�■ R� ■1Pd'1&�,llllt��1pd;'i�r31�7�1-, ■ '`,i IFFIZ ��I�1� I '■■■I■■•■■ ,I■� ■■■ ■ EE BEDROOM #2 BEDROOM #3 LE El Ic Ili Ilm Mai 1 PLAN 1"10DEL D 1/e - . V _ m' ADP I IODEL D A-2 M10rDEL p rw 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. ROW JLJ MUM ROOM ,U'ANG I Ap �r,�Ing BRM ..LIVING 10TIMASTER �al I 1,.._ .� I I _ �.ri 91�! _..Ili •��� i 1.._._ IBM- _',11,"��I . qm - I }'Wi. Q�:71■��,�.,Ci I�Fli.171�zYSi`;��n ", ����'.' ,11■"".I�I■■ Ilia paw!Gf�■■� II�IF_III- I�� ��������_'�+T�I�i�IfILJ■�liuWE III■�I\h�fl■i�l■I�MQI��_ ����L� �I.. —___w� I�����1�L.�� GARAGE - - :.•.. BEDW I•� d y�� —� A to � A •�Edam 0•� AREA CALCULATION "A" }� I LAN LIVING AREA A/O 1488 ea Fr. GARAGE 316 ea FT. 1/0 V - m' COVERED ENTRY 9 ea FT. COVERED PATIO 51 Sa FT. TOTAL UNDER ROOF 1964 Sa FT. A-2 AREA CALCULATION 'D" LINY" AREA A,C 1541 Sa FT. IST FLOOR 1093 Sa FT. 2 D FLOOR 154 Sa FT. GARA W 254 Sa FT. COVETED ENTRY 61 Sa Fr. COVERED PATIO 90 Sa FT. TOTAL UNDER ROOF 2252 Sa FT. A-2 AREA CALCULATION "D" LNMG AREA A,C 1a 1 ea FT. 18T FLOOR 1093 Sa FT. M FLOOR 154 Sa FT. GAR46E 254 Sa FT. COVERED ENTRY 61 Sa FT. COVERS PATIO 90 ea FT. TOTAL UNDER ROOF 2252 Sa FT - A-2 AREA CALCULATION "D" LIVING AREA A/C 1541 Sa Fr. IST FLOOR 1093 Sa FT. 2ND FLOOR l54 Sa FT. GARAGE 254 Sa FT. COVERED ENTRY 6I SO. FT. 1 COVERED PATIO 90 ea FT. TOTAL UNDER ROOF 2252 Sa FT AREA CALCULATION "A" LIVING AREA A/C 1488 Sa FT. CIAMISAE 376 Sa FT. COVERED ENTRY 9 SO. FT. COVERED PATIO 91 Sa FT. TOTAL UNDER ROOF 1964 Ga FT 0 0 uj� J o� N � Z¢ 0 a] 0 W p O w c�ilz W � ¢ O x CD� 0 N www.GLEAssocioies.com AA0002369 9- 2804 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional rn a v, uv) LIJ � d■ c p O Qi 'r- t = O � Z � 0 o= r J L u Q � LJJ > 0 V J Z X uj J J m H O J a v 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 145 MODEL A MOOR D FKVR D MOOR D MOOR A LOT 10 LOT Mi LOT 141 LOT Wo LOT F4, CASTLEPINES TOUINI-IOMES J 0 B N 0. 04750-00209 I S S U E D A TE: 04/13/04 D R A WN B Y: 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 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK. VENT W/ SCREEN ■ FLR. LEVEL P006 42, KNEE WALL P00"I PLANT SHELF ABOVE PODS 'T'-6' WALL PODS MIRRORED POIO PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT < SWITCH P013 1 1/2' X S' WD. RAILING t 2' PICKET ■ 5' O.C. P014 GL815LK. (I HRFIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE P01l CABINET ABOVE POTS O' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 600(o 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 a 12' O.C. S002 5W'G WALL WD. STUDS ® IV 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. -1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. 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 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENINC- OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.F.F. 1*2 No =1009 AREA CALCULATION LIVING AREA A/C GARAGE COVERED ENTRY COVERED PATIO TOTAL UNDER ROOF 1g64 FLOOR PLAN 1/4 "=1'-0" r F THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MUSE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ul 0 W0 J � N O N zQ��co ao rp 0 W :2 o w N Z w U1 Qox Z x o a �- a N www.GLEAssociotes.com AA0002369 APR 19 20Mf R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Q) Q cn Ln r Lu cc qqT oo p 0 - q d : _C �LL Z a c!) 0 Z ■� C W fA� O Z JLn 0CL � X JID AA I� J m O a Q _ CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468, 4703 NO. REVISIONS DATE BUILDING 145 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00209 I S S U E D A T E: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. Am2.1 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN BLK. VENT W/ SCREEN • FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P006 1'-V WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT < SWITCH P013 1 1/2' X S' WD. RAILING 4 2' PICKET • 5' O.G. P014 GLS.BLK- (1 HRFIRE RATED WHEN REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P01S B' CEILING 10019 TEMPER. GLASS BO01 RECESS MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE 6001 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 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. TI. 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 19g4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. *2 No =1000 AREA CALCULATION "D" LIVING AREA A/C 1847 SQ. FT. IST FLOOR loe3 SQ. FT. 2ND FLOOR 754 SQ. FT. GARAGE 254 SQ. FT. COVERED ENTRY e�I SQ. FT. COVERED PATIO go SQ. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A-2.2 % SCALE: 1/4 77= 1 '-0" LU —V 1'- V.6'-2" 5'-9" 8'-4" L 2'-3" 2'-,-- -3 00 I 00 2-248H EGRESS j FIXED GLASS Ao 12'-0" 13'-0" N I UL -UW5 TENANT WALL BEPARATILN • X • X 16 QL TW NT 4IMATION WILL .wm c-e•, •w"ve N-9, CLA!• va W!I• UL U00. 7 NR IM1ID. Na RlTR4TIOItl tir w.l.L rwvvlve a•L nws�• EA wv a rte• n•.L raw coTmurr ,ANo eweLl.au eL•cmrx emas OPTIONAL DEN W/ 2068 DOORS n I 10'-6" 1'-6" 13'-0" ESEI m ARE; LOFT 1EOUI 8'0 CL'G 42' WALL MA) OMPI KL3L 10'-4" i1 8002 3'-4 2, •, 3,-8" 4" I I � 0 PO 0 II BATH 2 ' 12868 4 CL'Cs/GT. 2:ft 8 ON 3'-4e I g'- " 4'-8" - - 4" 5'-4" - V V 00 BEDROOM #3 BEDROOM #2 9'4 CL'G V4 CLYs `" a ih i LO 12'-0" 4" 13'-0" 348H EGRESS 345H EGRESS 10 3'-7" 4'-6"8'-2" 4'-6" 4'-7" I 0 9'-5" 12'-8" 26'-0" D A-2 IC:D E L 2 N=� �LOOi� 9C.AL_ E. i=L A4N 1/8 " . 1' - A'a' 1J A-2 )LAN AND ALL PROPOSE UBJ11 CT TO ANY CORREC RED 1Y FIELD INSPECTOF 'BE I ECESSARYIN ORDE Y WI 'HALL APPLICAOLE LU —U 13'-0" 2'-3" 6'-3" 3'-6" 2'-2" 8'-4" 2'-3" 2'-3" E -rT� 2-256H EGRESS I COVERED PATIO g Ji 9'4 it 2'-3" I ' � 2'-3" 2'-3- � 12'—On 8" 2' 2" L e®B® SGD `ao MASTER BRM 9'4' FLAT CL'G o co I 13'-0" —BRNd G WALL LIVING ROOM 2 -4° 3'-6" 2'4- 2-STORY CL'G I6• POT SHE BOlTT. 41 LF 16 �ffi • 11' 4 Irc .r I m I Tln 1 �i $m I F1 � VV PC -- BRN'G WALL 5' 6" m 4'-2" 4" MASTER BA ' D WORK �— 4 r-L'c✓GT. A IONS — ALL DINING ROOM I HAT I ° 0 2-STORY CL' - �TBMRELF � 16' —P'011 T..9BH4ELF �16 Tc OP • II'-4' -0" 4" 4" 2'8 4" 4'-10 3' 3" 5 2" -5" -5" 1'-5 '� P WDER I LINE 2 F ARh UP IB RI Ely • 15! ' E 19'4 CLYs UP M p I I N h I � ' I I K002 KITCHEN 9'4 CL'C PM4 P002 2680 K00 TOCL 14 _ _ _ CH PI 4, 2' D" 2 0.. " 4 2' 0" 1 V-0" 4'-2 7'-0" 4° N H — N - — - F"010 I Pm04 I P'010 P010 I m \ST N 31 me GARAGE 1ETJAL BRE KFAST BF s e,,� 9'4 CL'G I VL',O n 35SW 35SH 4'-6" 4'-6° 4'-6 N o E001 -M13 13 eOO4 P013 T 90'10 O}I. D3,0oP0166- �-� �-- f 0 N 5-3" 8° -9" 5'-9° 5' 9'-0" 3'-4" 10'-3" 26'-1 D� D LIM ell 0 uj� J � � O N JmMMUODO Z � J c0 ep Q Li � U7 0 w p t0 w U) p 0 U w Z O 0 N M www.GLEAssociates.com AA0002369 APR 19 2DO4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M Q N Lo ell W 00 C 0 r _ _o Z LL C7�a0— ZCc —Jcj, LLIo�a za > 0 d J L 0a05 r x J J m 0 d V N CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO, REVISIONS DATE I BUILDING 145 " =-+�%;S�ii►:.. 'Sir.—n�.-;=.-,c� J 0 B N 0. 04750-00209 I S S U E D A TE: 04/13/04 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. Am2.2 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK. VENT W/ SCREEN a FLR. LEVEL POO& 42' KNEE WALL P00'T PLANT SHELF ABOVE P00S I'-b' WALL PODS MIRRORED P010 PANTRY W/5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT t SWITCH 1=013 1 1/2' X 8' WD. RAILING 4 2' PICKET ® 5' O.G. 10014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 500"1 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL EOO5 POOL PUMP/EQUIPTMENT EO06 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT S001 BRN'G WALL WD. STUDS ® 12' O.G. 8002 BRN'G WALL WD. STUDS 0 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. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL k3REAKER5 IN AIR HANDLER S. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN iI AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 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. 1e2 Flo =1000 AREA CALCULATION "D" LIVING AREA A/C 1847 SQ. FT. 15T FLOOR I0g3 SQ. FT. 2ND FLOOR 7E�4 SQ. FT. GARAGE 2�,4 SQ. FT. COVERED ENTRY ro I SQ. FT. COVERED PATIO eO SQ. FT. TOTAL UNDER ROOF 22E�2 SQ. FT. La —U 2'-3" 2'-3" 8'-4" L 5'-9" L 6'-2" L 2'-11" i FIXED GLASS 2-246H EGF,966 12'-0° 13'-0" N i ILL -POD TENANT WALL SEPARATION • x.x r au f WNt eawaanw AYRf fiY. M.D. W1, f1.W D-0 LL II11.f i■M .NO'NeeMllarliT�6Y.L 'nwD. ND 10"'m umaar 111 eorn wo taus enaa�irx saes OPTIONAL DEN W/ 2068 DOORS `o- 13'-0° 1'-6° 10'-6" i LOFT 42' UTALL WO C G N /r\L� 10'-4m L 1. /- W-00 LI o E 4. 3,-8. 0° 3 -4 1777-7 777_.... O - o - I BATH #2 II a 9'4 CLYa/ 2e681 I r L DN 4'-8° 3'-4" - - 5-4" 4" 3'� • a< i 5068 BF\ / CCN 04 V ' q BEDROOM #2 BEDROOM #3 9'4 CLS V4 CL'G 0 13'-0" 4" 12'-0" 346H EGRESS 318H EGIRS68 4'-7" 4'-6" 8'-20 8002 4'-6- 3'-7" i I_ LJ 3'-11 12'-8" 26'-0" A-2 2 ND FL_OOiZ aCALC. D A-2 va t' - m. THESE PLANS AND Al ARE SUBJECT TO 1 REQUIRED BY FEEL[ MAY BE NECESS COMPLY WITH ALL FLOOR PLAN A-2.3) SCALE: 1/4"=1'-0" 0 W0 0 m �� J Q w ^ LfJ w o � w o N Q X Z o < CID m 0 N www.GLEAssociates.com AA0002369 APR I') R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional a U) OO 5 W lm- d' = 0 V '0 C ZW>U cn ■— q* w 0 — L O z a Q � m _ � x J an J m O a a a•.� J � L) CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE I BUILDING 145 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. Am2.3 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 PO05 60 SQ.IN. BLK VENT W/ SCREEN . FLR LEVEL P006 42' KNEE WALL POO-I PLANT SHELF ABOVE POO$ -I'-6' WALL FOOS MIRRORED P010 PANTRY W/ 5 SHELVES 10011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2, X 8' LLD. RAILING 4 2' PICKET tv 5' O.C. P014 GLS.BLK. (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF E3003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 GOOKTOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT EO06 WHIRLPOOL PUMP EOO-I CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS 12' O.G. 5002 BRN'G WALL WD. STUDS ® 16' O.G. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLASS SMALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER NEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 60' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 6511 A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH 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 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.F.F. "2 NO =1000 AREA CALCULATION "A" LIVING AREA A/C 488 SQ. FT. GARAGE 37ro SQ. FT. COVERED ENTRY 9 SQ. FT. COVERED PATIO gl SQ. FT. TOTAL UNDER ROOF 19G 4 SQ. FT. ' FLOOR PLAN A-2,4 SCALE: 1/4"=1'-0" 13'4' 1, 1'-4" 3'-3' 2'-4" I. 8'-4" L 2'-4" L 4'-1" L 7'-10" 4'-1" 'b I 2' 1 i mMe �1 COVERED PATIO N i MASTER BRM VAULTED CL'G �N 4050 HR I M m 1 4050 HR I— I I — — — — — — — — — — — — — — — 1 I I I I 17'-4" o I I m o11 ° LIVING ROOM 1 9'4 TO IO'S COFFER CL'G I a5 I I 33 I I �Z \ a / ok' m / HEADER ■ 9'-0' 2'-V 4" 36' ICME WALL E008 1. \\ N cm=— DINING OOM to (I 20 � / 9'4 TO 10'B R CL' �/ 4' ee26.�36'-4" :T 2'-0" " I4' Z66'-'-40"m 1I1I 4" 0 \\ 14'-J6" 5'-0' � —4-4' -4 -4. 4 STER B TH tS9'4 CL' 8 7 EO� A ND6 � i -- Li I 4x4 POST SEC E W/ SIMPtON 2 AND (4) SIMPS NRAP ST 18* STONTOPN a�T�1c IA��E�s L� 22'X36' — o N GARAGE 160-j0 O.H. GARQC-4 DOOR Emmt OOR m P016 m 1'-8' 1'-4° 0 18'-0" 32'-0" 3' N 3'-0" e'4 rrr2kP -2 0 K002 cV S'4 C 0 I 348H W/ARCH ao EGRESS ,'-9" 4'-6" 14'-0" J T-0" 8" i cn 8" 0 0 M 0 Wo moo N m�M�06 J ago ^o Of w 01-0<-� w rn v=izw� ¢ox Z oar a N www.GLEAssociates.com 4 AA0002369 d, _APR i-9" ?JG4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CD CO LU 0(i O 4) r = c c z � C.7�acc o= Z�JCO>� LJJ Lu C.)G 0 z Q Jim m c, r X J LuLu J m O a a J L) CLIENT: KOLTER SIGNATURE HOMES THESE PLANS AND ALL PROPOSED WORK 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 ARE SUBJECT TO A14Y CORRECTIONS OFFICE: 772.468.4703 REQUIRED 9Y FIi ` r ` "_ Ti °.:T FAX: 772.468.4603 MAY BE NECESSARY iN ORDER TO N0. REVISIONS DATE COMPLY WITH ALL APPLIC,03LE CODES. BUILDING 145 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN SHEET N 0. Am2.4 WALL LL&LNI) F-- = TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 20'-8' A.F.F ® RAKED PARTY WALL NOTE: eM OL el1Q.T7eeRi,"O• aw1�weem Lf eww L eeeli Me.•IIYP ALL HANG'-RS LUS26 U.O.N. iNC FLOOR ROOF FRAMINC3�LAN ROOF FRAMING PLAN m v 11 /_♦ /_� ��\� ���� ���/ 1 11 I� �■■■ � � kifi 1 1 � �1■■■��■III �I 1 saaaaaaa�_ �����■ ,111■�i■■I� ��%�■II�II III■���■I � wiIDuuIl , ...:... III 'As 011�®XtL II�I�\ll I;\III_ \ll�[� 1` I ME S �' - \II■■■\ � , ,■■i\ . \ � . %■■■Ill; II �11�� �� �I��1yl_= �1■IIII�II __=� _=�■ I I I MODEL D MODE_ - VEL ❑ r' UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL N0. OF 10d NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 G 550 TA 20 10 2 STRAPS H 620 TA 20 10 2840 TA 20 15 2 STRAPS d 350 TA 20 10 K 1500 TA 20 15 L 870 TA 20 10 M 400 TA 20 10 N 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 0 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure category ® Importance Factor (I) 1.00 Ball. Speed (V —125 mp Mean Roof Height It -IB ft u l Ing Type - Enclosed End/Comer Zone VAdth ( a )4-ft Roof Angle (0) — 23 deg Internal P. Caeff.GCpI — 0.18 Design Output: Gomponen ao Pressures Pressures Effsctlw Wlnd Aroa (SO.FT.)+ Inter or Zone no 1 — End Zone (Zane 2 + — er o (Zone 3 + — n or (Zone 4 + — e n na (Zane 5 + — 1 — 9 1— — 1 51 — — 20 27 — — — — — 50 — — — — — 100 _ _ _ _ _ 200 ,D50Doo21 = _ _ _ _ a a #5 BAR T&B #3 ® 12" O.C. THRU-OUT Z a z PRECAST LINTEL N04 o CONC. FILL SOLID TO BOND BM COMPOSITE BEAM IVI IL)L- L H I"ILLiiI I ii I"IL- LJLL LJ I" LJ1JLL- 1J IvIuL)L-.I- TOP @ U'-4_ MDR JOIST EXB LEDGER B` BLOCK HEARING WALL FLOOR TRUSS DTN. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCA D 31V--IV I[ 7 0 TOP OF WALL @ 9'-4' A.F.F, TOP OF WALL @ 10'-0' A.F.F. T-9 h mf e EF amnm ZME ZME D M6 END mE zX 1I1 1116 m•ER mE ZX M VAL. VITROt ZOE 2IX 51 W&L DM ME MZE WILE 0IDrt9eER ZME WHIN mm a no m G44Lj HIP ROOFS 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. Palm City, FL 34490 TRUSS PLANS A.4 SCALE: 1/4"=1 —O" 0 Uj� m Us u0 LC W O cD w O Z w a z o � O N r7 www.GLTAssocides.com A,A0002369 a APR 1 2004 R. QUINN 'TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional c, Q v) C Q W r elt _ im C Z LL 0 o�'' 'ItW Q / C.)T Z X J J 11- m O a Q U) J Lh C) CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, EL 34986 OFFICE: 772.468.4703 N0. REVISIONS DATE I 5UILDINGx 145 InoaeL A FIaD6 D 11 D MODM. D NOM A Lot Me Lae Me Lor wn Lot NO La? Me CASTLEPINES TOIUN ILJI 1=S J 0 B N0. 04750-00209 ISSUE D A T E: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN SHEET N0. A VIiV 4. li II UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS OA 450 TA 20 10 O550 TA 20 10 OC 800 TA 20 10 D 1100 1A 20 10 OE 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G 550 TA 20 10 2 STRAPS H 620 TA 20 10 O2840 TA 20 15 2 STRAPS J 350 TA 20 10 K 1500 TA 20 15 O870 TA 20 10 M 400 TA 20 10 N 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 0 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure Category = Importance Factor (I =1.00 Basic Wind Speed (V =125 mp Mean Roof Hei ht h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4=ft Roof Angle (6) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component oof Pressures (PSF) Wall Pressures PSF Effective Wind Area Interior Zoe (Zone 1) — End Zone (Zone 2 + — Corner Zo (Zone 3 + — elnterior Zoe ((Zone 4 + — End Zone (Zone 5 + — 10 29 —46 29 —97 29 —97 51 —55 51 —68 20 27 —45 27 —89 27 —89 48 —53 48 —63 50 23 —43 23 —77 23 —77 45 —50 45 —57 100 21 —42 21 —68 21 —68 43 —47 43 —53 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 1 21 -42 21 -68 21 -68 38 -42 38 -42 1000 1 21 - -bits ZI- - - LLJ CD Q a c� H a N N _#5 BAR T&B #3 @ 12" O.C. THRU-OUT -PRECAST LINTEL CONC. FILL SOLID TO BOND BM COMPOSITE BEAM AATJ O- \\\\\\\\\\TOP ^ I r .•:•:�o:•:•:•:•:•:•:•:•.TOP OF WALL 12 20'-8' RAKED PARTY WALL NOTE: wM • L 7FIIEIIIIIIII WC IYAI M OW OF MM VWAl WV SAW MO iHOFML» no w u NOR • z 'M M a �n INR7 few M l+wl�I now • M rIIIM ALL HANGERS LUS26 U.O.N. FOR JOIST TOP @ 11'-4' 2X8 LEDGER FLOOR TRUSS HTM, 2 9'-4' FLOOR TRUSS g' BLOCK AND LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL TOP LLQLN1) 9'-4' A.F.F. OF WALL 2 TOP OF WALL 2 10'-0' A.F.F. %Rm%6 HIP ROOFS WALLS t: e ::1 ZEE 4 Rtff ]MERMR ZONE ZOE a ROOF rim ZONE ZOE 3, ROGF CONFER ZOE ZOE 4, VALL DrrM ! ZONE Zoe 31 Val ETD ZOE . III ANGLE . ENVINNINR ZONE VEM PoI City, FL - 34990 TRUSS PLAN A-4.1% SCALE: 1/4"=1'-0" .n (2) USP TA 20 FADER-04) *d JOIST- (III 10d ROOF OW LOAD ILL. MAX ■ 1315 (2) U8P TA 20 HEADER-08) 16d J018T- (20)10d ROOF OE8 LOAD M UL. MAX. ■ 3255 THESE PLANS AND ALL PF ARE SUBJECT TO ANY C REQUIRED BY FIELD INS, MAY BE NECESSARY 11 COMPLY WITH ALL APPLI n V u JJ L L H 13'-4' /A f l uO .! • w. 0 a LU� J Q Ii ^ LP W CO � � o o cn Q z � O x O d � O N www.GLEAssocicites.com AA0002369 J APR 19 2064, R. QUINN TURNER Drswing Not Valid Unless Signed, S,dl d & Dated By Reglstered Professional 0) a U) LO 44* L d' GO Q O C 11* = O z ILL. d IS � W > U Z J�0IL d r X J J m O a Q N J Ire V CLIENT: ROLLER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE 5UILC)INCs 145 GA5T1_I=PINE5 TOUJNI-IOMI=5 J 0 B N 0. 04750-00209 I S S U E D A 1 E: 04/13/04 DRAWN BY: RNE CITECKEDBY: QT S H E E T 1 I T L E TRUSS PLAN SHEET N0. Am4.1 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS AO 450 TA 20 10 BO 550 TA 20 10 CO 800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS OG 550 TA 20 10 2 STRAPS H 620 TA 20 10 2840 TA 20 15 2 STRAPS J 350 TA 20 10 K 1500 TA 20 15 O870 TA 20 10 M 400 TA 20 10 N 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 =13 Importance Factor ( 1 =1.00 Basic Wind Speed (V 3 =125 mp Mean Roof Height h =18 ft Building Type Enclosed 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 1 -68 20 27 -45 27 -89 27 -89 48 -53 48 -63 50 23 -43 23 -77 23 -77 45 -50 45 -57 100 21 -42 21 -68 21 -68 43 -47 43 -53 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 21 -421 21 -681 21 -68 38 -42 38 -42 1000 - - - - - n _ _► �4i_ ' it Nn !_ . Cv�;= • %i 111111►� TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. RAKED PARTY WALL NOTE: NI04e • L 'MIe1M UW0 IWAolte !A. N= OP TOM A�iuorz� aA4• ns rM.�-ears WW UM Hors • z gee 1t W2) AW M ?M4111 rs WM 70 Wtrt ""�u�oiaa°" c .: Tw.A. dna•• AU I HANGERS EUS26 U.U.N. WALLS L TOP @ 11'-4' FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER FOR JOIST -2X8 LEDGER 8' BLOCK BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' TOP OF WALL @ 9'-4' A.F.F. tD ZONE 1i ROOF INTERIOR ZONE OQ ZONE 21 ROOF END ZONE OQ ZONE 31 ROOF CORNER ZONE OQ ZONE 41 WALL INTERIOR ZONE Q ZONE 5 WALL END ZONE a ROOF ANGLE n END/CORNER ZONE WIDTH A (772) (772) GABLEZHIP ROOFS ,T 286-3700 288-4234 Roof and Floor Truss Syste 4175 Martin Highway Palr1 City, FL 34990 TRUSS PLAN A-4.2 j SCALE: 1 /4"=1 '-0" BESEPLANS ARE SUBJECT To AN REQUIRED BY FIELD I MAY BE NECESSAI COMPLY WITH ALL Al P4�FOSED WORK: f CORRECTIONS ISPECTORS THAT Y IN ORDER TO Di, ir.&SLE CODES. FOXCIM,L 13'-0' 13'-0' _ I_ r 14'-0' �2'-0'� 27 ;+ 7'-5' I 26'-0' I 2ND 1=L00R ROOD F=i�.41" f INGPL�4N 6CALI<+ ?AP MASONARY HANGER BY BUILDER G7 2-PL Pj R4 R1 f_. tE TRAY UP 1 U U _ _ 2XIII DGE BT @ 9I H#' •CJ3 -CJS Al Q11 X X X X X m zm s rM da X GIRD I X EE TJ X X R I = k1j OD INJ ch IE1OW S V1 S cn S 11 H 7 X 10, X X X v X � X Co I v I I :. 10. X J X X X v5 X X 10, X t� , X><., 7X L = 7'-0' SETBACK J H S28 HANGES V . HHUS28-2 HNGR,� G3 3-P�� NaM 2 • GP J NOTE • 2 2X LEDGER TM. @ 20'-8' 2X LEE ILL c� PA F LL1 rn J70 CJ5H rJ3H CJ5H C.J > J CJ3 V8 CJ3 r E1 I- C F3 I F3 FJ u� 2X LEDGER BTM, R 9'-4' 2X FP F2 01 I F F1-- A 14'-0' 6'-0' 6'-0' 26'-0' zw D 0 Ujs z N � co ro 0 IiJ o J o � o ¢iox z �_X o a 0 www.(,l_-Associates.co— AA0002369 APR 19 2314 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By �,gls:erea Professions' C ) . ^a_ �,1 / T- 0 LU 'a oo O 0) ql* _ IO Z _O LL 0 ZC-jW>0 . V. N.� C �r LU V- Z Q J v O r X LU LLI m O Cl) N CL J L t� CLIENT: KOI-TER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE POR 1- ST. IJGIE, EL 34986 OEF:CE: 772,468.4703 NO. REVISIONS DATE 5UILDING 145 _.I LEI JOB N0. 04750-00209 ISS JE DATE: 04/1 J/04 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L TRUSS PLAN SHEET N0. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL N0. OF 1Od OF 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 1 350 TA 20 1D K 1500 TA 20 15 L 870 TA 20 10 M 40D TA 20 10 N 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 a 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: xpoIs a egory = Importance Factor ( 1 -1.00 Basic Wind Speed (V =125 mp Mean Roaf Hei Height h —18 ft Build ng Type = nc ose End/Corner Zone Width (a )4dt Roof Angle (0) = 23 deg Internal Pres. Call GC 1 = 0.18 Design Output: Compor Roof Pressures PSF Wall Pressures PS Effective Wind Area SQ.FT. n erior o (Zone 1 + e n one (Zone 2 + Comer o (Zone 3 eInterior o (Zone 4 e n one (Zone 5 + — 29 — — — — —6 20 — — — — —_ 50 100 21 —4 21 — 8 21 —68 43 —47 43 —53 200 — — __ —4 —481 21 —42 2 —68 1 —68 1000 — — — — — W ¢ #5 BAR T&B 4 C) #3 @ 12' O.C. THRU-OUT Z ¢ - -PRECAST LINTEL CONC. FILL SOLID TO BOND BM �N CIL O COMPOSITE BEAM PH. (772) 286-3700 FAX (772) 288-4234 OTCM■T■ WALLS FOR J❑IST TOP @ 11'-4' 2XB LEDGER FLOOR TRUSS BTM, @ 9'-41WL FLOOR TRUSS -� B' BLOCK AND LEDGER BEARING WALL J TYPICAL FLOOR DETAIL SCALED 3/4'=1'0' TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A,F,F, tD ZONE 11 ROOF INTERIOR ZONE Q ZONE 21 ROOF END ZONE Qa ZONE 31 ROOF CORNER ZONE (3) ZONE 41 WALL INTERIOR ZONE Qs ZONE 51 WALL END ZONE • ROOF ANGLE u END/CORNER ZONE WIDTH GABL 10'< .HIP ROOFS te' ,. , O' OF WALL @ 10'-0' p❖:•:•:•.•.•:❖... , • OF WALL1 ::. 1 NOTE: MOM • L UMW 11111111110 WAaae k 6= Cls =Iw DMf c RLU M 2/4• rD,rnEsan► PAr1e+ say n wn NW2) AW M nw�ea�,rs MOM • 2. 'M CC !qP! 11444 , " T " n TRUSS PLAN A-4.3 SCALE: 1/4 31= 1 1 _0" -n• 1 13'-0' 1 13'-0' J ' 7 -5' -r 7 _I2'-0' + 14'-0' �1 26'-0' 2ND FLOOR ROOF f=R.41" 1NGPLAN OGALE 1/0 - - P — m' 13'-0' 81MPOON HUW 210 ... I M iY ♦\V_@ -nA (2) U8 (im) I¢ MAY 1 g ( V4V4' X 2-1/4' TA}ICON6 PWAa4AFtY HANGER 15Y GUILDER MA NARY HANGER BY BUILDER FG7 2-P Y �� R4 - a Oj ELL M R2 1 U TRAY UP 1 ' U U @ 9 X DGE BTM, 9' ' H7 V2 GIF = vi E a 0 (h B T1ez� /\ LOW S X �jS x IIE Lu M m z lA v i_ � X L•J 3 . x X x x > X I � L VS 4 V3 v 7'-0' SETBACK L-A-- H S28 HANGERS V6 L � � L � —HHUS28-2 HNGR, L i_ L L _I L J L -PLY 113 3-PLY NIM 02 _B• r 2X LEDGER BT @ 20'-B' r CJSH _ C 5H CJ31 \8-'7 J7 L)1 W a 0 i JS ,r CJSH L CJ3 ,J1 V4.. E� a 4 — F 3 u -, in 2X LEDGER BTM. @ 9'-4 vJ a � O I 0i r1 [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. 6'-0' 6'-0' 14`-0# L -0' 26'-0' I/ D N.VA 4 IVI❑1JL_ JDJ 0 Q W� W J o� o MM mLn N J L CD W p p O 1 O � r` o x z o a < 0 WWW.G'_EASS060t2S.00- AA0002369 Alain 19 2Gj94 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional o, Q v) Li cc 0 W sit V = CM 0 ri z LL 0 Q 0� C Z no d W l> LU V 0 z J L 0 � aLOUc, _ � J m0a fn CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE 5UILDING 145 GA5TL.E1=INE5 TOWNH01"IES J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 DRAWN BY: RN= C H E C K E D B Y: QT SHEET IITIT E TRUSS PLAN S H E E T N 0. �p 1' p lii II e 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 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STR PS G 550 TA 20 10 2 STRAPS H 620 TA 20 10 2840 TA 20 15 2 STRAPS 1 350 TA 20 10 K 1500 TA 20 15 L 870 TA 20 10 M 400 TA 20 10 N TA 20 15 2 STRAPS ff TA 20 10 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure a egory== Importance Factor (I 1.00 Basic wind Speed ( V 3 =125 mp Mean Roof I ht In 18 ft Building Type = Inclosed End/Corner Zone Width ( a )41t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCPi = 0.18 Design Output: ComponentRoof Pressures PS Wall Pressures PS Effective wind Area SQ.FT. Interior Zoe (Zone 1 + End Zone (Zone 2 + Comer Zo (Zone 3 + e n erior Zoe (Zone 4 + — End Zone (Zone 5 + — 10 2 —46 9 —97 29 —97 —55 51 —68 20 27 —45 27 —89 27 —89 4 —53 48 —63 50 23 —43 23 —7 4 —50 45 —57 100 21 —42JN1-68 1 76 4 —47 43 —53 200 21 —42 21 —68 —45 41 —48 500 21 —42 21 —6 —42 38 —42 1000 — — — — �W c9.o F— CV N COMPOSITE BEAM BAR T&B © 12" O.C. THRU-OUT ECAST LINTEL INC. FILL SOLID TO BOND BM PH. (772) 286-3700 FAX (772) 288-4234 ry, W 0 0 Roof and Floor Truss System 4175 Martin Highway O� Palm City, FL 34990 FOR JOIST TOP 8 11'-4' ?JC8 LEDGER FLOOR TRUSS FLOOR TRUSS 8' BLOCK AND LEDGER HEARING VALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL LLULNJJ 0 TOP OF WALL R 9'-4' A.F.F. TOP OF WALL @ 10'-0- A.F.F. ��/HIP ROOFS —i8k1@ WALLS e h ZONE L ROOF INTFRMOR ZONE ZONE S ROOF ENO ZONE ZONE 31 ROOF CORNER ZONE ZONE a VALL INTEMOR ZONE ZONE 5 VALL END ZONE ROOF ANGLE s END/CORNER ZONE VIDTH WALL LLQLN]J TOP TOP OF OF WALL WALL @ @ 9'-4" 10'-0" A,F,F, A,F,F, TOP OF WALL @ 20'-8" A,F,F, RAKED PARTY WALL NOTE: NOTE • L 91401F11111118' "All W/ADW EA. SIDE OF TRIJ86 iR' pOLWWW"" 3/4' M TAM -COLTS (14)10d E.S. FASTEN SIDE F'I.ATE 11110) 3/4' MD 711- J-SILTS NOTE 0 2. 'SEMGO' SGbF2 TRUSS PLAN NOTES TYPICAL 6TR.4I& ANCEIOR TO MASONRY (WO) 1 CBE MAX UL. ■ LAW EA. STRAP m. A-4.4 SCALE: 1 /4"=11-o" A E E HANGERS L U S 2 6 U. 0. R. m w 13'-4' 18'-80 _, —�r -- /9 f 1191141111111, Td 9al iv EJLJLH H TA 2® 2-(14) lid I®) led IF_S LOAD MAX 0 2bbb V ' ■ 1315 I lid Did DAD MAX 0 bNb bb ALL PROPOSED WORK ANY CORRECTIONS .D INSPECTORS THAT 3ARY IN ORDER TO , AMICABLE CODES. Q U J� o N Q w^� 0 w p o o�o�l� � ¢ o x z o a < 0 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Jnless Signed, Sealed & Dated By Registered Professional ..AA0)a_Cn Y + LU LU c 0 0 AA++ W .` Z _C U. CD Zcc_jW>0 � e T- W J Z a� d � X J J m O CL Q yr J Lh CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE BUILDING 145 ► �i GA8TLEPINI=8 TOI.UNI omits J 0 B N 0. 04750-00209 S S U E DATE: 04/13/04 DRAWN BY: RNE C IT E C K E D B Y: QT SHEET TITLE TRUSS PLAN SHEET N0. AwAA TYPICAL MASONARY BOND BEAM CONGI LINTEL C 'ASTCRE--' SEE LINTEL SCHE FOR REINFORCIN AND FILLING, IF F CONCRETE BLOCKWALL FILLEWRDW�R JOAMpBSp W/ CONC 2 • S STR= BARB VERT. FOOTING PAI 741— FILLEC HALF COL. I SHOUX (NON STRIC S' x 16' CONC. BEAM BLOCK BOTTOM OF —�� NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND FSINFORCING) 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/ OSS X 1 1/2' SM 6' O.G. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS. WINDOW BUCK 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 HILTI SHOTS ® 12' O.C. TYP WINDOW OR OPEMS 2x 4 ON FLAT 2 24' O.C. T T E CDX PLTWD. NAIL'D W/ Sol NAILS a 6' O.C. 2x 4 HORIZ. m 6' O.C. CU TO FORM RADIUS OF A 8x COL OR FILL'D CELL E ASIDE OF OPEN'G SEE ARGa4 FfRAMINC; DET STUCCO FILLED CELL W/ (U I'5 EA SIDE JAMB (TYP) LAG SCREW PER MFG DATA WOOD DR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3836, MIN EMBD 1 I/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' ABO FF. MAX SPACING BTWN ANCHORS 36' GARAGE DOOR ANC+40R DETAIL ANCHOR TO MASONRY WITH (3) I!" R 4. UEDG 8' x 16' GONG. BEAM BLOCK 8' x 12' CONC. COL. W/ (4) 45 4 03 TIES ® 12' O.G. I (1) I'5 BAR VERM HEIGHT CHANGE DETAIL STUCCO SEALANT 8I ST SIDE , TYP. ANCHOR FOR PATIO CaIRDER TRUSS TO MASONRY P11=R (FILL BLOCK COL'S SOLID WITH GONG.) STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (5) 106 GALV COM 2 X 8(6) VERT STUDS AT 16' OC PROVIDE DEL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X Ib BOND BEAM GONG FILLED WITH lU • 5 ATTACH 2X8 PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONC 2/I/29 OR ANCHOR WITH HILTI SDM-12-536 PIN (METRO DADE PROD APP NO 90-1208.1(89) PROVIDE (2) PINS BTWN EACH STUD SECTION <NEE WALL TO MAS FILLED CELL W/ (1) 5 EA SIDE JAMB (TYP) 1' X 4' PT WD BLOCKING 1100 'FYI 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 ANCHOR DOOR JAMB TO BUCK WITH (2) *10, 1' FROM EACH END, 24' O.C. EXT. DOOR ANCHOR DETAIL STUCCO SEALANT Elmo ANCHOR DOOR JAMB TO BUCK WITH (2) •10, 1' FROM EACH END, 24' O.C. 2 SETS OF 2' X 4' X-BRACING FROM GABLE �ENE) TRUSS 4'-0DO.C. ENTIRE LETNGTW OF SCI880 TRUSS TRUUSSS 2, FOR OVERHANG: OVER 8' X 8 FASCIA X 4' 2' X Co' VERT. • 24' O.G. GABLE END TRUSS MTL. STRAP + 24' O.G. 1/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD ® 45' FL,4T r3A5LE END BLOCK W,4LL E)ETAIL TYPICAL FINISHED CLG 1/2' GWB 2x STUDS ® 24' O.C. A.HL. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER 3 LOC. TOP 4 BOT. 2x 4 STUDS a 24' O.C. 4- Mod NAILS PER CONNEC. FINISHED FLOOR NOTE SEEETu //C AIR. LLN FOR LOC OF DUCTS 4+4U STAND FILLED CELL W/ (1) «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 "I' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS SCUD DOOR ANCHOR DETAIL 0 WJ � N 00 N � J m M M y Z J 0 03 a w ^ 03 Dfw pa0 � =5 o o w n z w a N o ¢ x z of < CU9 N M www.GLEAssociates.com AA0002369 11. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LLI R5 qqt CO p 0 4 'C qlvmm q' = Z 0 � LL C7�ao=� Zc.3Un'� N I ■ C o�W � � z a 0 J � CL CD 0 x J J m 0 Lu a Q SLAB 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, CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 1 NO. REVISIONS DATE J 0 B N 0. 04750-00209 I S S U E D A T E: 04/13/04 D R A WN B Y: RNF C H E C K E D B Y: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. A m 5 TOP PLATE ANCHOR AT EACH STUD — STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE X FS. 2 X WOOD STUDS ® 16' O.G. 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 01524 SDG MUD SILL ® 12' O.G. 5Et4RING WALL DETAILS PRE-FAB WD. TRUSS FRM. TRUSS MANUF'DSPACE •24' O.0 2 X TRUSS BRACING ATTACH'D TO TOP OF SOT. CHORD W/ (2) Ibd NAILS PER TRUSS. PROVIDE SIMPSON HETA 20 (14) 10d EA TRUSS STRAP BENT OVER TOP CHORD (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND BM TYP. S' CMU. WALL ALT. TRJSS 5TR)4i= GYPSUM WALLBOARD--_.__ SEE ENERGY CALCS. FOR INSULATION - PROVIDE SEMCO R'.TPGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD W/(3) Ibd NAILS t TO DBL SILL PLATE W/(2) 16d NAILS 6 TO CONT. CANT BLOCK W/(3) 16d NAILS t TO TRUSS W/(6) 8d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK TRUSS BOTTOM CHORD ---_ CEILING INSULATION SEE ENERGY CALCS. (IF APPLICABLE) TRUS8 BOTTOM CHORD (2) 2 X b CONTINUOUS TOP PLATE 5/8' EXP I PLYWD SHEATH'G W/Sd • b' O.G. 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 (B)Imd NAILS 2 X 6 WE) STUDS ■ Ib' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/S' IN DIA. W/MIN 2 NAILS PER Sa FT. BOT PLATE (2) 2 X 6 CONTINUOUS KNEEUJ/4LL PETAL A2� SIMPSON SP4 COM EA. SIDE FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE SIMPSON MTS STRAPPING WIMPSON HIS STRAPPING ITH (5) 10d FOR TRUSS Al WITH (5) 10d FOR TOP PLATE WOOD HEADER (DIMENSIONS VARY) SIMPSON LSTA STRAPPING (12) 10d EA. STUD BRN'C-; WALL �4EADER DETAIL GONG. TIE BEAM PR(OVIDEd IIMAPSS N SP4 (4 EACH SIDE) 2x6 WD. FRAME WALL !STUDS ® 16' O.C.) 2x6 PLATE MOISTURE BARRIER SIMPSON 1/2' X 8' WEDGE BOLTS 24' O.G. MAX. (EMBEDMENT 6') 8x8 CONC. FILLED CELL W/ (1) 05 R.B. VERT. CONT. TYPICAL CONC. BLOCK WALL FR tNIE LUALL/BLOCK CONN. IGH RIB METAL LATH ZEEN VENTS ® 8' OC PLATE NON -BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS 6 24' OC I/2' GYP WALL BOARD EACH SIDE INSUL WHERE INDICATED ON PLANS SEE ENERGY CALCS. INTR. WALL SECTION EDGE NAILING INTERMEDIATE NAILING BOUNDRY NAILING • CORNER NAILING ROOF FLOOR O.C. 8d a 6' O.G. 10d m 6' O.G. 8d a 6' O.C. 10d 010' NAILINCH 5C+4EDULE SEE ENERGY CALC. 12 5B INSULATION PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON CONIC BLOCK 1/2' GYP WALL BOARD nwI I X 2 PT WOOD FURRIN 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR MAS WALLI REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB DETAIL-T�I f= J/4115 SCALE: 1 1/2' \ MGQRI. IF SILL W/ UJINDOL SECTION 3/4' 1'-0' ELEV.10'-I' RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX 1 X 3 PT NAILER NT 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. Q W� J Y3 =o ao a - N � J m���� w^�n 0 w p o o w N Z w N ¢ O X < Z oar p N r7 www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Cy a � Igo) Y+ Ts ® m r a ® = o z � LL d' a O ram+ r N .� Will. LLJ 0 C% 0 z J�ma�'� T— X J .J M H ~-+ W o J � V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. A 6 METAL TRUSS ANCHORS EA. END EA. TRUSS ' SEE ENERGY CALCS FOR INSULATION .--Y x X X X 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 DEL. 2X8 PT, W/ 5/8' X8' WEDGE ANCHOR AT 24' O.C. 1X3 FIRE STOP 8' C,C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE— SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLAN ELE V.0' _ TYPICAL SLAB 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'-8' AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. TOP OF . 10-8' BEAM AS SCHEDULED CEILING HEIGHT e +9,_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 ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. RAISED STUCCO BAND SEE ELEVATIONS GR E VARIES ' CONC SLAB W/ 6X6 1010 WWM REFER TO FOUNDATION PLAN FOR 4 4' 6 MIL VAPOR BARRIER OVERFOOTING SIZES AND STEEL INFORMATION. CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 STORY TYPICAL WALL SECTION (END) WALL SECTION USED ON 'C' 4 'D' MODELS 2'x8' WD, HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM 2'X12' WD. WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) e TRUSS L BRACKET W/2-1/4' BOLTS Or I VX RISER 1 • 2'x12' WD, TREAD \2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH —DRYWALL ON BATHSIDE TAPE AND SEALED METAL TRUSS ANCHORS EA, END EA. TRUSS WOOD PICKETS SPACING TO REJECT 4OBJECT INTERIOR STAIR DETAILS USED ON "C" E "D" MODELS 1X8 SKIRT 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-- ELEV.O' CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES— COVER SHEET) o ' '' 'n .. X- < —1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF 2 X 6 SUB FASCIA SEE PLANS FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATI❑ CEILINGS, 5/8' STUCCO OVER HIGH RIB METAL LATH —PROVIDE ALUM, SCREEN VENTS @ 8' ❑C IN SOFFIT — SINGLE BOND BEAM W/ (1) #5 CONT. (NOTEi PROVIDE DEL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, RAISED STUCCO BAND SEE ELEVATIONS ELEV,O', v GRADE VARIES REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. EXT. WALL SECTION 9/4' • I'-O' 1 HOUR FIRE RATED PLYWOOD RAKE BEAM PYRO—GUARD 4' FROM MIN 8'X12' POURED COR TIE BEAM W/ (1) #5 / PARTY WALL EACH SI➢E RE TOP Cll RE BOTTOM CONT, EXCLUDING HEEL CONDITION TYPICAL TIE BEAM CONSTRUCTION RAKE BEAM TOP ❑F , BEAM g _4 SEE ENERGY CALCS FOR INSULATION AS SCHEDULED TYP INT CLG CONSTRUCTION 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. IX3 FIRE STOP 8'-0' O.C. MAX 1 4 SPAN # 5 @ 6' O,C. (1) #5 REBAR NOSING TYP. 11" OVERLAP REBAR 24' AND TIE 1e • #5 REBAR 12'TOP L #5 G'BOTTOM EQUALLY SPACED #4 REBAR @ 10' O.C. . . TYPICAL SLAB CONSTRUCTION h 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 SCH TYPICAL INT. ELK WALL CONSTRUCTION UL TEST NO. U905 TYPICAL INT. ELK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. SEE FOOTING SCHEDULE TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL PARTY WALL (MIDDLE) WALL SECTION USED ON (H) MODELS 90 DEGREE # 5 REBAR VERTICAL BOND BEAM COLUMN (4) # 5 REBAR VERTICAL # 5 REBAR TOP # 5 REBAR BOTTOM RAKE BEAM ELEV,O'A O,_O, 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 APPLICACLE CODES. MAS BLOCK WALL RAKE BEAM MIN. 8'X12' POURED CONCRETE TIE (1) #5 TOP AND (1) #5 BOTTOM REBAR TO VERTICAL B'X12' CONCRETE COLUMN TO (4) #5 REBAR, #3 TIED @ 12' ❑,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 www.GLEAssociates.com AA0002369 APR I, R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional cm Ln 44* LLJ cc 'a C o O G) r r = 0 Z Sao Z co U) C 0 CO J o�Wza� JW0-MI05 � X Lu JLLJ J O a Q .�i N .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 J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 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. Am r ELECTRICAL P ANEL •, �IIlII1ll1, � lllllll1�llllll1llll, lllllll1 llll�llllll1llll1 lllllll1 llllll1llll, lllllll1 omm. o8mm. - v �. oo©- o®m omo ' DMm}�1113 0 Illll�ll�m o ©lll�ll•fi/llll, . � q- . - llI�11I111111,11111111111111111-IIIIIIII111i�llii�llll, mllllll,llll,llllllllllllll1-lllllll1©I2��ll1111111111111111111111111111,-IIIIIIII, ll�llllll1IIII'lllllllllllllll1-lllllll1ll�follllll1llll,llllllllllllllll1-lllllll1 ll�llllll,llll, 11111111©IIIIII,IIII,_-IIIIIIII' ©m® 111�©lllll'111, llllllll1 ll�llllll,llll, � lllllll1ll�mllll1 � .• - lll� ll�llllll,llll, ' lllllll1l�llllll,llll, lllllll1 mIlllll,Illl1 ' IIII111©Illlll,llll, ..... 1111111/ mmm �I■�� LOAD CALCULATION A/C • 100 % 15 KWS FIRST 10 KILE. • 100% — 10.0 KWS REMAINDER • 40% 11-S KU5 412-11.5 r 29.1 X A. IIS TOTAL 29,4 KWS 29A KWS X 1000 • 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1683 SOFT. X 3 WTS/SOFT. 1000 5.0 KWS • amON ELECTRICAL PANEL NO POL KW DESCRIPTION WIRE NO l tlP m DESCRI-rim WIFE 1 3 2F i8 AIR HANDLER .6 7 4 S 2AV A[C COMB • • • 6 2[ 12B I RANGE % l S 2/20 20 DISH WABNER/DSPO&AL q 10 12 2! Sa DRYER 'Im 11 1/20 ID REMOMPtATO! 92 13 IA0 IS MIOROMVE (OPTJ q H IS 2/26 48 tb1WATER NWATER rl0 D V20 tb um6VR q r1 V20 IS SMALL APPLIANCES (GFU 92 V VI6 08 MTElli OUTLET (OPr.) rG 1E IO0 IS SMALL APPLIAINCE q 20 V20 ID BTViLL APPLIANCES rD 21 VIS 46 GENERAL LIOWNG 94 22 140 GENERAL LIW(TSIG (CfU rH 23 24 VIS GENERAL L1GI M 94 2S 2• 21 20 2S 30 31 32 33 In0 U FAN OUTLETS q 34 36 MD 10 GARAGE DOOR OPENER 12 36 ME BATHROOM III q 31 SMALL APPLIANCES [GFU 3S 1*0 B POKE PETECT. (BATH28'1. LIGHT q 99 ePARE 40 BPARE 41 16PAPE 47 SPAiE &mTOTAL 233 KLL TOTAL CONNECTED LOAD, 4•2 KILL 61CTOTAL 2" KILL LOAD CALCULATION A/C • 100 % 15 KWS FIRST 10 KWS. • 100% — 10.0 KWS REMAINDER 0 40% 11.1 KU5 46B -115 r 293 X A • 11.1 TOTAL 2%2 KWS 292 KWS X 1000 p2 AMPS 240 PROVIDE. 16O AMPS. SERVICE GENERAL LIGHTING CALCULATION IB30 SOFT. X 3 WTS/SO.FT. 4A KU5 1000 r'IODEL A OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER APPROACH, PROVIDED SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARP WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WINE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REWIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. 1-1 3-1/0 THIN CU. IN 11/1' CON. 1 •4 TNLLN CU TO 2-5/S' X & LONG GROUND DRIVEN ROD MR NEC.- TO FPL POWER CO. CW. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) I ST F°LOOR ELECTRICAL PLAN s moauwrrwur� /^�(� � � � � ��'y) mmrrwanw romrrw rand 1 / � Jrn MODEL D n 1" MODEL D MODEL 2c N=) FLOOR fELEECTRICIALW F'LA= M aam I.0 'far AT.' Mr ELECTRICAL PLAN SCALE: 1 /8"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. WJ �0 � O O m 7 M ofoc o4-o J N Z W N J O X Z oa6¢L 0 N www.GLEAssociates.com AA0002369 APR 1. 9- - R. OUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 0) Q U) r Q LCu _ c _ 0 G 0 AA++ W �� r zcmo ZLL 0 a o LL Zr cn 11-- NEEDEDc — CO T-0 w uj V Za L6 p a —�� w� J J O a a y-: N J L V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.46 8.4703 NO. REVISIONS DATE BUILDING 145 14MX L A M IDEL D MUM D MaDd D MSDR. A Lot 10 LOT H• LOr HT LOT HS LOr HS CA5TLEPINE5 TOWNHOME5 J 0 B N 0. 04750-00209 I S S U E D A TE: 04/13/04 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 ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO R P KW DESCRIPTION WIRE 1 3 2/50 -15 AIR HANDLER "6 2 4 5 2/50 A/C COMP. "8 6 a 2/50 128 RANGE 06 � 9 2/20 2.0 DISH WASHER/DISPOSAL •12 10 12 2/30 5.0 DRYER 010 11 1/20 12 REFRIGERATOR M2 13 1/20 15 MICROWAVE (OPT.) #12 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER *12 17 1/20 15 SMALL APPLIANCES (WI) h2 is I/15 05 INTERCOM OUTLET (OPT.) 012 19 1/20 15 SMALL APPLIANCES h2 20 1/20 1 15 SMALL APPLIANCES #12 21 1/15 4b GENERAL LIGHTING #14 22 1/15 GENERAL LIGHTING (GFI) *14 23 24 I/15 GENERAL LIGHTING •14 25 26 2-1 28 29 F44234 30 31 32 33 1/20 12 FAN OUTLETS 35 1/20 1,0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. #12 3l SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. i BATHRM. LIGHT #12 3S SPARE :40::= SPARE 41 SPARE 42 SPARE SUBTOTAL 233 KW. TOTAL CONNECTED LOAD: 46B K1U. SUBTOTAL 23B Kw. LOAD CALCULATION A/C is 100 % -1.5 KWS FIRST 10 KWS. a 100% 10.0 KWS REMAINDER a 40% 11•1 KWS 4ro.8 -1-15 = 23.3 X A = 111 TOTAL 292 KWS 292 KWS X 1000 - 122 AMPS 240 PROVIDE: 150 AMPS_ SERVICE GENERAL LIGHTING CALCULATION 1530 SQ.FT. X 3 WTS/SQ.FT. 4 b 1000 OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FINISHED FLOOR, IF THE REACH IS OVER AND OBSTRUCTION BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44' FPR FORWARED APPROACH, OR Oro' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24"IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANCsE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. 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.— ELECTRICAL RISER (TYPICAL) 107 TO FPL POWER CO. G.W. DIAGRAM (N.T.S.) THESE PLANS AND ALL PROPOSED WORK AnE SUBJECT TO ANY CORRECTIONS REQUIRED Cy FOELD INSPECTORS THAT MAY 6E NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ELECTRICAL PLAN SCALE: 1/4 17=V-012 ALL BE DOOMS OUTLETS AF TO BE A CI PROTECTED (200 A/C C m uj� mMM�� J zQ��mallo w w n n z < ¢ox 0 N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Bated By Registered Professional CD Q v, Lei) 'qcr p Lu ca d' ao p O 4) r. r d' = 0 o z LL C7�a0 cn � — � — � w Za� JUi0aC� � � W J � J m O a a N J L6 u CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE I BUILDING 145 GASTLEPINES TOWNHOMES J0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 D R A WN B Y: RNF C H E C K E D B Y: QT S ELECTRICALL E PLAN S H E E T N 0. Eml.1 ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO PIP KW DESCRIPTION WIRE 1 3 2" 15 AIR HANDLER * 6 2 4 5 2/50 A/C COMP. *a 6 e 2/90 12.0 RANGE % 1 9 2/20 2.0 DISH WA84-ER/DISP08AL *12 10 12 2/90 5.0 DRYER 010 II 1/20 10 REFRIGERATOR *12 13 1/20 15 MICROWAVE (OPT.) *12 14 16 2/25 4.5 HOTWATER HEATER 010 15 1/20 15 WASHER *12 IS 1/20 15 SMALL APPLIANCES (CFI) *12 18 ]AS 05 INTERCOM OUTLET (OPT.) *12 19 1/20 15 SMALL APPLIANCES *12 20 1/20 1.5 SMALL APPLIANCES *12 21 1/15 5.0 GENERAL LIGHTNG *14 22 1/15 GENERAL LIGHTING (GFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 12 FAN OUTLETS *12 34 35 1/20 GARAGE DOOR OPENER *12 36 1/20 1 BATHROOM REC. 812 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 BATHFdM. LIGHT 012 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 23.1 KW. TOTAL CONNECTED LOAD: 412 KW. SUBTOTAL 23°5 KW. LOAD CALCULATION A/C o 100 % 1.5 KWS FIRST 10 KWS. a 1009. 10.0 KWS REMAINDER m 40% 11.9 KWS 412-11B=29.1XA=II.9 TOTAL 29A KWS 29.4 KWS X 1000 - 122 AMF'S 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1683 SQFT. X 3 WTS/SQ.FT. 5.0 KWS 1000 1�'f 0 ED E L ED OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15' ABOVE THE FINISHED FLOOR, IF THE REACH IS OVER AND OBSTRUCTION BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44' FPR FORWARED APPROACH, OR 46' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24"IN DEPTH_ OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH_ ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. 6// 3-1/0 THWN CU. IN 1 1/2' CON. 1 *4 THWN CU TO 2-5/8' X V LONG GROUND DRIVEN ROD PER NE.C.— TO FPL POWER CO. C.w. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ?7 -L� i 4) L 4 TO DOWNSTAIRS SWITCH II vP 1 I � �P� vP �s ALL BEDROOMS TLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC F— ED L1(� D D E-1 E-1 2 ND FLOOR E°LE=-GTRIGIAL PLAN ®GALE. I/4 - 1' - ®• KIM THESE PLANS AND ALL PROPOSED WORK APE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER 70 COMPLY WITH ALL APPLICABLE CODES. ELECTRICAL PLAN SCALE: 1 /4"=1 '-011 A/C COMP 0 uj� J o� o ��p mr7�06mi K D w p wcnzw� N ¢ O X 2� 0 O c� www.GLEAssociates.com AA0002369 APR. 19 . JtU4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CD Q N Lin q4t p LRIT cv co 0 O G Z o LL C7�ao— t V11Z W � O V J as r x J J O CL Q N _J 6 ci 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 BUILD INl 145 1'000. A for w y����6r j*f/j nor 1• nor w* CASTL EP INE/jS�TOUINHOMES J 0 B N 0. 04750-00209 I S S U E D A TE: 04/13/04 D R A W N B Y: 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.2 ELECTRICAL PANEL NO POLE TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12� RANGE •6 1 13 2/20 2.m DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 1 DRYER 410 11 120 IID REFRIGERATOR M2 13 120 15 MICROWAVE (OPT.) 012 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER 012 11 1/20 15 SMALL APPLIANCES (GFI) M2 IS 1/15 05 INTERCOM OUTLET (OPT-) 012 19 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES $12 21 IAS 5.0 GENERAL LIGHTING 014 22 1/I5 GENERAL LIGHTING (GFI) 014 23 24 I/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 12 FAN CUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. 012 31 SMALL APPLIANCES (GFI) 38 120 SMOKE DETECT. 4 5ATH1QM. LIGHT 012 3S SPARE 40 SPARE 41 SPATE 42 SPARE SUBTOTAL 23.1 K.W. TOTAL CONNECTED LOAD: 47-2 KW. SUBTOTAL 235 KW. LOAD CALCULATION A/C • 100 % 15 KWS FIRST 10 KWS. ® 100% 10.0 KWS REMAINDER • 40% 11-9 KWS 412-115•2%1XA-11.9 TOTAL 29.4 KWS 29fi KWS X 1000 • 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 19,83 SQPT, X 3 WTS/SQPT. 5-0 KWS — 1000 1„rOD E L OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 45" AND NO LOWER THAN 15' ABOVE THE FINISHED FLOOR, IF THE REACH IS OVER AND OBSTRUCTION BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FPR FORWARED APPROACH, OR 46' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24'IN DEPTH_ OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. P 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X 8' LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) �I C II VP / j 1 J I TO DOIWSTAIRS &WITCH vimII v 0 ALL BEDROOMS OUTLET ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC I � I LJ � L= D D E-1 E -1 2 ND FLOOR E LEGtRIG1 4L F L,4N acaL-. v+ • . r - o. 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. ELECTRICAL PLAN_ E-1.3 SCALE: 1/4 27=1'-0" A/C COMP 0 uj� J ^O Ln N � DoM M U- Q ON J DO w w v z �=< 0 a- w 0 N M www.GLEAssociates.com AA0002369 A R 19 .CuL' R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional o, Q CO in mle p LL1 a r' p = Z 0 LL ♦i� Q O Cc ZZ m WOMEN c �p LLJ CO)W o 0 J * M Z LLJ a� � XLLI J J O a Q �-: N J Lh V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO, REVISIONS DATE I BUILDING 145 CASTLEPINES TOWN140ME15 J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.3 a t a ELECTRICAL PANEL NO POL TRIP KW DESCRIPTION WIRE I NO POL KW I DESCRIPTION WIRE 1 3 2,050113 AIR HANDLER 06 2 4 1 1 5 2/50 A/G COMP. to 6 B 2/50 12,01 RANGE Mb � 9 2/20 10 DISH WASNER/DISPOSAL 012 10 12 2/d0 5.0 DRYER 90 II 1/20 IID F&EFRIGERATOR 012 13 1/20 Ib MICROWAVE (OPT.) 012 14 16 2/25 4.5 HOTWATER HEATER MO 15 1/20 IS WASHER M2 IT 1/20 119 I SMALL APPLIANCES (GFI) 012 IS 1/15 09 INTERCOM OUTLET (OPT.) 92 19 1/20 11.5 1 SMALL APPLIANCES 012 20 1/20 Ib 1 SMALL APPLIANCES 92 21 I/I5 46 GENERAL LIGHTING 014 22 I/B GENERAL LIGHTBJCs (WI) 014 23 24 IR! GENERAL LIGHTING 94 25 26 21 28 29 90 31 32 33 1/20 1.2 FAN OUTLETS -12 34 36 IRO IID GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. '12 31 SMALL APPLIANCES (GFU 38 1/20 BMOKE DETECT. 4 BATHRM. LIGHT M2 39 SPAR 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 233 Ky TOTAL CONNECTED LOAD, 468 KUL SUBTOTAL 239 KUL LOAD CALCULATION A/C ® 100 % 15 KWS FIRST 10 KWS. ® 100% 10.0 KWS REMAINDER ® 40% II.T KWS 46.5 -1-15 = 293 X .4 = 11.E TOTAL 29.2 KWS 2W KWS X 1000 = 122 AMPS 240 PROVIDE: 150 AMPS, SERVICE GENERAL LIGHTING CALCULATION 1530 SOFT. X 3 WTS/SQFT. = 4.6 KWS 1000 110DEL A OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15' ABOVE THE FINISHED FLOOR, IF THE REACH IS OVER AND OBSTRUCTION BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44' FPR FORWARED APPROACH, OR 46' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 249N DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. 3-1/0 THWN CU. IN 1 1/2' coN. 1 04 THWN CU TO 2-5/5' X S' LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) t ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C COMP DROOMS OU I LETS ARE REQUIRED aFCI PROTECTED (2002) NEC THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INZ`PECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICACLE CODES, Lu 0 www.GLEAssociates.com AA0002369 APR 19 20L4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional M a cn Y / v Q Wce !C Q = `— �' 0 r Q Z LL C7 o - Zcn •— T W Q V Z Q J o a 0.7 — Lu O a v Lh 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 145 ► VOW �i C45TLEPINE5 TOLUN44OP'f1=5 J 0 B N 0. 04750-00209 ISSUE DATE: 04/13/04 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. EmIA