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Home My WebLink AboutBUILDING PLANSIt iAli QLA119 A WlEad CASTLEP NES TOVVNHOMES 1. GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL 100'-0", SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN —APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON —CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3. FOUNDATIONS 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST", ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6—MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES". 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f'm = 1900 PSI AT 28 DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. NONE 4.5. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4.9. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 — EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). 5.2. CAST —IN —PLACE CONCRETE 28—DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 2500 PSI SLABS ON GRADE 2500 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION. 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN, 5.9. LENGTH OF LAP 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'—D" ® 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU I LD NG 150 SOTS 150, 151 , 152, 153, 154, 155 STRUCTURAL GENERAL NOTES 6. PREFABRICATED WOOD TRUSSES 6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTINANT DESIGN CRITERIA REQUIRED BY THE 2002 FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE L ALL SUBMITTALS. SUBMITTALS SHALL PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT. 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7. WOOD 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPOTTING OF WOOD SUPPORT MEMBERS. 7.3. WALL SHEATHING SHALL BE 1/2" PLYWOOD PANELS, STRUCTURAL I, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 10d NAILS AT 4" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.4. PLYWOOD SHALL BE EXTERIOR TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83. 7.5. PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: REPETITIVE USE MEMBERS STUDS & PLATES CONSTRUCTION GRADE JOISTS & RAFTERS: 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS: 2 X 4 THICK NO. 2 6 X OR LARGER NO 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 RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 7.16. CROSS BRIDGING SHALL BE PROVIDED AT 10'-0" O.C. MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8R" IN DEPTH. USE 2X3 OR AN APPROVED METAL TYPE BRIDGING. 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS —JOIST MACMILLEN OR ACCEPTED SUBSTITUTE. USE TREATED WOOD AT EXTERIOR CONDITIONS. STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES. E= 2,000,000 PSI G= 125,000 PSI J 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI J 290 PSI Crp= 1.85 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS —GRADE LUMBER AND ITS FASTENINGS". 7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL PRIOR TO THE MODIFICATION OF THE MEMBER. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS TO SIDES OF STUDS-8' DEPTH OR LESS___3-16d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS___4-16d JOISTS OR RAFTERS AT ALL BEARING —TOE NAILS EACH SIDE___3-8d STUDS TO BEARING— TOE NAILS EACH SIDE_ __2-8d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS —TOE NAILS EACH SIDE, EACH END__2-10d TO JOISTS OR RAFTERS BEARINGS —TOE NAILS EACH SIDE___2-10d BLOCKING BETWEEN STUDS EACH END —TOE NAILS _ _2-10d END NAILS — _2-16d PROGRESSIVE BLOCKING RAFTER TO BLO CK &BLOCK TO CONT. NAILER _ _ 2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") _16d 0 24" O.C. RIBBON TO STUDS 1" x RIBBON ___ 2-8d 2" x RIBBON _ __ _— _ _2-16d DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD__ _ __16d 0 16" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE__6-16d UPPER TO LOWER PLATE AT INTERSECTIONS____3-16d JOIST TO BRG., TO NAIL_____ 2-16d BRIDGING TO JOIST, TOE NAIL EACH END__—_-2-16d STUD TO SOLE PLATE, TOE NAIL______---2-16d DOUBLE STUDS, FACE NAIL __--__—_16d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL_ ______16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL __—_2-16d JOIST, LAP OVER PARTITIONS, FACE NAIL ___ _3-16d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL_ ___2-8d 8. MISCELLANEOUS 8.1. EXPANSION ANCHORS SHALL BE HILT "KW1K—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8.2. EPDXY ANCHORS SHALL BE HILTI °HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. BHT DESCRIPTION C-1 COVER A -I FOUNDATION PLAN A-1.1 MODEL 'E' FOUNDATION PLAN -LEFT A-12 MODEL 'C' FOUNDATION PLAN A-13 MODEL 'D' FOUNDATION PLAN A-1.4 MODEL 'E' FOUNDATION PLAN-RIGWT A-2 FLOOR PLAN A-2.1 MODEL 'E' FLOOR PLAN -LEFT A-22 MODEL 'C' FLOOR PLAN A-23 MODEL 'D' FLOOR PLAN A-2.4 MODEL 'E' FLOOR PLAN-RIGPT A-3 EXTERIOR ELEVATIONS A-W EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'E' TRUSS PLAN -LEFT ,4-42 MODEL 'C' TRUSS PLAN A-43 MODEL 'D' TRUSS PLAN A-4.4 MODEL 'E' TRUSS PLAN-RIGWT A-5 DETAILS AND SECTIONS A-b DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-1.1 MODEL 'E' ELECTRICAL PLAN -LEFT E-12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-1.4 MODEL 'E' ELECTRICAL PLAN -RIGWT THESE PLANS AND ALL PROPOSED WORK APM SUBJECT TO ANY COPMECTIONS REQUIRED Lei I"IELD INZPECTORS THAT MAY BE NLCESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNT . . BUILDING DIVISION REVIEWED FOIL COMPUAl g REVIEWED BY ��p'1lfrya=<l;•o••r'6 DATE PLANS AND MUST BE KEPT C4R O INSPE TION WILL MADE ST. LUCIE COUNTY FIRE DISTRICT REVIEWED FOR COMPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED REVISION SHE T REVIENED BY: DATE: _ITr.4.1mill, BY St. Lucie County a Lu� J ^ In O � O � N_�0 Jm� Z��L00 0 W O p o�o�� wN< Z0 ! z � o� 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W o w Lnviiiiiiiii r "O M _ Z I Ci Z nj LL ® �• C O T J Lu ��♦♦ V —� �aZ6(a� o a 0 x a J TW III CIO will t- a v 0 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 51JILDING 150 vil a w nor a 101MIL v LM IN Woos wr w rove "M 04 rover. e LW ee CASTLEPINES TOWNHOMES ISSUE DATE: 03/31/04 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E COVER S H E E T N 0. C•1 I 1'_4" 2'-3" I 9,_10 2'-3" 1'-4" 13'_g" 1_4` t 1 R0.21�p'X63° I R0+21�- "X63' / !iz355H ( I12355H I LF n n nn co nn <, n n n I � I n x COVERED PATIO - 1 a I �� VAULTED CL'G = 16 m o I 3 12'-4 2'-0 09 MASTER VAULTED CL'G nn = _ I ! ---------------------------- — 0 , iv lZ rlG I LI EN 5 BN 12 24 5H. - � n 110 -.0a', I ioll N 2' 3 6"II� 4" I0" 4" I � PO _ -, - ---- �N 14 _8 3, - - — 9 1 1 �� 4 j i' /n/i Pmm1 v 2- m80 _ I.IVINCX ROOM VAU TED CL'G V �, \\ n 1 ° v 01 Ilb --B 01 1q 1 CQ ...J _� f n v P109 i--SOFFIT I''-ig 1 I n MAS ATH e N = 411 dam a (D n 255H — (� u F-1 F] IF-11in 'l' fr K- y I -4 B � J I Kmm6 \1 - m mmI I 0 n I O DO IG 4 }— 1 _ 5m68 BF -- -- -- C%INING ROOM x 0 \\ L ✓AULTED CL'G v V I 1 P004 II , �E004 11 II I i 2880 ^tn 1{ 6 A j i 151 I.1 V. i m 6` I; V n P 112J 1 1 VAULTED CL'G I �I 1 9 O ni m rh 0 I 4" 1I I -_0„ _ B � I V I — Cz 4LTI " 4 CL'G -� _ E005- q-� P0_01_____ P004 m._ 1 1 25 0 5065 BF n V f5 h I E001 i m16 BEDROOM 02 V4 CL'G UU�� '3010 O.H. 4ARA61E DOOR n TH a2 x8 ❑ CL'G/G.T. 0 1 all n n A 24" RND.TEI-1P 355H EGRE55 RO.54" X 161/4" Rm.26" X 26" 9'-O" 8' 4'-2" 9'-I0" 3'-4" 32' - 0" i..r:F 1 I GrENERA!_ NOT1=6 I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALC5. 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 OUT5IDE. Co. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIO05 MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL 5REAKER5 IN AIR HANDLER. 5. ALL BATHROOM FIXTURE OUTLETS TO BE 8O" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTAC.AL FOR MICRO/HOOP FAN 65" AFF, CENTER RANGE SPACE. 10. SMOKE DETECTOR5 SHALL BE HARD WIRE 110V w/ BATTERY BACK. UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AND 51NK6 COMPLY WITH TABLE 46-R2 OF 5.F.5C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR AREA G�I�GUtrAtION LIVING AREA A/C 1530 SQ. FT. GARAGE 230 SO. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNt%ER ROOF 11305 SQ. FT. Pool CL05F7 W/ VINYL VENTILATED WIRE SHELF P002 DRYER vENT !SMOOTH TYPE/ TO CUT51DE P003 VENTIL.-4ED VINYL WIRE 5HELF P004 R-11 INSULATION BETWEEN GARAGE AND A/G P005 60 5Q.IN. BLK. VENT W/ 5CREEN d FLR LEVEL P006 42" KNEE WALL Pm01 PLANT 5HELF ABOVE P005 l'-6" WALL P009 MIRROS:ED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCE55 W/ LIGHT / SWITCH P013 1 VI" X 8' WD. RAILING 4 2" PICKET m 5" O.G. P014 GL5B1-IC(I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 5Q.IN, VENT o GARAGE DOOR C FLR.LEVEL P011 CABINET ABOVE P015 W CEILING P019 TEMPER SLA55 E5001 F?ECE55 MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE 5HOWER PAN E3005 RECESS SHOUTER W/ CER. TILE WALL E5006 KNEE SPACE Equipment Schedule. Unit # 5EE o.dS'H5FF Z Make 1�oK Tons 3 /z Cond. Unit Mod,#Z&'//Pcg AM Unit Mod j:2 � 11 - �r j maltv Total Cooling BiU5=��00 '5en4leCooling �O 3 latant Cooling,_,_,[2( 4" 32 CFM . 5" 56 • . 6" 90 7" 135 g" 190 Sr 260 THESE PU,P!3A,�0ALL P713PC.'[0W LI. lo" 340 APE SUl ,FiCT TO A!vY COai" .CTii IS 12" 560 REQUIRED F.Y Fl LD 1NSr,r CT0NQP THAT 14" 935 MAY EE paECESC kttY lt� OgiDE T3 - 16" 1400 COMPLY WITH MILL% PLIC,�C�ECv��". 2B80_ V it 11 � II II DEN/BRM tt3 VAULTED CL'G 9 I I P 1,2 �0' V RIGHT ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: aim •V r ♦ mew LLJ >' LjL, La vh 1= LLI L L.1 iLLJ U •V �G OO —1 m +fm'i FL(:�D (�:) FP- SGAL_�: I F=I- "N 1/4 " = P - m" FL00FR SC,4L E_ : PER fi= L "N 1/4 " = I <Ey NOTE5 P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT(5MOOTH TYPE)TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 120 50.IN. BLK VENT W/ SCREEN m FLR. LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6" WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES PO11 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT Z SWITCH P013 11/2" X 8" WE). RAILING t 2" PICKET m 5" O.G. P014 GL5.51_K. (I HRFIRE RATED WHERE REQUIRED) 1`015 HEADER ABOVE P016 120 50.I11. VENT m GARAGE DOOR m FLR.LEVEL P011 CABINET ABOVE P018 W CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET e002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER -W/ CER. TILE WALL M006 KNEE SPACE 15001 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 E0031 A/C COMPRE55OR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS m 12" O.C. 5002 BRN'G WALL WD. 5TUD5 m 16" O.C. AIR COND SCHEDU Unit #6� Make:,IE A)o . DOO�-'S 5c_1"Ec:;)ULE SIZE OPENING T GZ •REMARK A, 2-2(a6 HG ® 26ro8 NG © 2k2PCca HG za�8 sc ' 286�8 I'1TL_ W/ AUTOGLOSERS O3�dro8 NC 3(Z�hB MTL nO 1668 E3P SWING BIFOLp O 20&0 gF (� 2rcroa E5F O 30ro8 BF 4068 E5F 80ro8 13F © ro0l78 BP 16 v>70 OVERNEAp GARAGE POOR ® 8�0'1(O OvERHEAp CsARAGE POOR SmFiB E3P 1"IIRR.------ 60 22-2068 t-TTL FRENCH I LITE wINDOUJS S(::-;D SGNI=DULE SIZE I OPENING T G3 REI"'IARK O 245" EGRESS O2 2 Es S H --------- -- --- ---- 268N EC�RESS 0 35SH 3�SH O I/2335H --- ® I/2358H ® 1/23raSH -- O 3 d4m HR '� 4040 NR EGRESS 4m30 HR 5mro8 SGD © ro a8rd ec=b O a0a0 :>C�Gi ® 90a1O SCzt� i�Tj- i2 08r� SGp 0 Irv08P> SG CrmellO, - A- Hz�-��v�D0HU 3 BOO5ng O. off- Tosz6,56�7, 93 S 11 GENIEERAL NOTES L 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 IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING GODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS, S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. la SMOKE PETECTOR5 SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. 1992 EDITION 12. EGRES5 WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1653 SQ. FT. I ST FLOOR 1000 SQ. FT. 2 ND FLOOR 683 SQ. FT, GARAGE 406 SQ. FT. COVERED ENTRY 30 $0,FT. COVERED PATIO '16 SQ. FT. I TOTAL AREA 2M5 SQ. FT. I 2 ND FLLC�fi� ",GALE, 26 '-P."' n n im_n , I a � I X COVERED PATIO� fl � Q � I� fl 9'4 CL'G BEDROOM 2 # I I I 0 R0.15112" X 9l )" .A 9'4 GL'G ', 6080 5GD n---------------- t 12-0" 13'-0" I - — - — I tt37t` f ]_ �, t� BEDROOM I I `�IJ i1 9'4 CL'G i _10° 3 _0„ 3'-62A 6, II f] ^ fl .It _ ____ fl 2668 BF ail o V �1 rn I.I BAT #22e65I I n n Q 9'4 GL'G/ I I ili �wb �� '�J •) V - P 09� e 1 Q 6, S\[+ \ur (,¢fl, E00 1" % 7 E004 n� di f l P004-3 E EV. , 5'- 1/2" ... f 3080 r TL. W/ FCa. AEC VE �I n , I l �i Q 1E SIDELITE l4" GLASS Q © GARAGE I (i V4 CL'G/ n I it 1 .___ ____________________-_-_---_---__--_- A 1 E001_� _ nl 1' 15'-OJ" 16010 O.H. GARAGE DOOR i., n THESE PLANS AND ALL PROP ED WORI AnE S RJECT TO AW CORRI:CTIONS REQUIRED BY FOLD IK°°W;w"ECTORS THAT MAY EE NECEt�SARY I N ORDER TO COMPLY WITH ALL AIF'01"LADLE CODES. PL 4N 11<4- " 1' - O" i �T FLU�fi� SCALE: F'L ',.N l i4 " - I, - <�.. ro m PERMIT/CONSTRUCTION DRAWING ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V ® Z w r® �iY r� > UJ AAV �r o! L) u 0 3.V� Y 0 0 J C7 n 01 00 C4 0 a J an an 1 t` r- P to an, 00 h it /r 10 0 X M m M a O z o m r an 0 u 5 z m p0 K O u a w a I .:E MY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF 1-002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE 1-003 VENTILATED VINYL WIRE SHELF P004 R-11INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK VENT W/ SCREEN a FLP. LEVEL P006 42" KNEE WALL P00T PLANT SHELF ABOVE P008 T'-6" WALL FOOS MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES 1-012 22" X.36" ATTIC ACCESS W/ LIGHT d SWITCH P013 1 1/2" X S" WD. RAILING < 2" PICKET B 5" O.G. P014 GLS.BLK (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 fo0 SQ.IN. VENT ® GARAGE DOOR e FLRLEVEL P011 CABINET ABOVE P018 S' CEILING POI9 TEMPER. GLASS B001 RECESS MEDICINE CABINET E 002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB W04 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ CER TILE WALL B006 KNEE SPACE B00T BANG OF DRAWER BELOW KOO) DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFF1GERATOR K004 DOUBLE WALL OVEN K005 COOI< TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLP. L.EVEL.. E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E00'I CENTRAL VACUI- N E00S AIR HANDLER UNIT S00I BRN"G WALL WD. STUDS ® 12" O.C. S002 BRN'G WALL WD. STUDS � 16" O.G. I. ALL WINDOWS AND SLIDING DOOR GLA66 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 HO-IUJATER HEATER AT FIN. PLR 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- -L HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 0011 AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE- 10, SMOKE DETECTORS SHALL BE WARD WIRE 110V W/ BATTERY 15ACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, SNOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 4(P-R2 OF SAB.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN WEIGHT, AND 5.1 SOFT_ IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 4. OFF THE FLOOR. 4REA CALCULATION LIVING AREA A/C 1541 SQ. FT, 1 SST FLOOR 101)3 so. FT- 2 NO FLOOR 154 r?a FT. GxARAtxE 2r:74 50. F1'. COVERED ENTRY sal e(,Q. FT. COVEREI? PATIO ` 0 TOTAL ,hi EA ;iF h2 5 ('Z r 7 k E003 I m Equipment 5che ul e Unit # I 5EEK pF7� Make Zew/ucx T1 5 g Conti: Unit Mod.# A/H Unit Mod.# G 2 M - " Heater Mod.# ';�qo C-� Total Cooling , '5 � 100 5eM5IH6 Co n(I 6 latent CC Iling_/ z/ / FLLC:) FPR L 4N( 1/-A- " = 1' - 4'�" 1 1:; � I„ i- -- l (" ") RO=T5'X 63" 2-25614 EGRESS THESE PLAT' AnE SUSI REQUIRED MAY BE COMPLY WI IND ALL PROPOSED WORK T TO ANY CORRECTIONS FG'-LD INWECTORS THAT 'ESSA,RY iN ORDER TO P,LL APPLICABLE CODES. ti=OUNDAT I ON 6G,4L. E. BEAMS SCHEDULE NO SIZE TOP MID BOT REMAFlCB LENGTH im, tPLPIu" FLLED O.A4DD TBI D' x W' I • s I • D u erase anTP. BIALL SECTIav O°' ]e °' 1 ° i'-6• ID00• 1350• leer W-4• M. O W X ie• 1.5 105 YaLaCx TOP cane. LnaeL m1T. b'-b' 800• 15650 3760' •' x W 1-5 I • n CONLn4RL Sort. T'-i' I500• 16,50• 7e810 ® W 1.5 �pjO D' x 11.9 Lnla Pxrrt. 4'-6' 1500• 111 48B• OD' k N' • D I • D 1500• CpC,1Nta b'-b' ID650 37600 6 W % W' I • D I • D u-eLoac TQ• caNG LMIe1 epR, 11'-4' 900• 38Y 91P O I • O-� •!!• W% W' I• D D rvUC LnUled mrr. 10'-b' I127• 7114• ®dx- W % 9D' 1-5 1 •5 1-5 IdilO CCIIa. LIMPL OOTT. b'•6' eQD• 565• 3760• Ix9BLe u-eLooc 9 e• x 40• I • D I •5 1.5 �� r''x'•10 SONG LIMN. elorr. I.-b. 15000 11 7e810 DaBLS u-eroae e• x n6 1-5 I • D 1.5 eOrr. 1T'-4' I100' NR 1,800• nv •a-D•oc L LINTELS TO BE CAST-OW11 HIG4-STM90TH PTECAOT 4 FPE-STREWED U LINTELS U-15LOCK PRC ECAST C42 LINTEL (pJ Tj�ES TH B DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BENT TTPEE ,0'4' ]DOUBLE -,L0rK PRECAST FILLED 614'CON- LNTEL BEAM TYPES 0 9X WOOD STUD e•eRINSI yr 70' i BEARING WALL FTG. ® GAR. DROP DETAIL 2 NIA 1=LOOR ��Al"IINC SCALE. PL AN 1/0 " . ,, _ ®. 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LP7 R ___- __ ER I L__ \ i iemri'>ra@°Y:e w WSW°�' raP a IM d'-4' —•� ,0 II TOP Q eM • Wi'y 11ODEL G TOP Q eM • D'-4' I 4 t3 h(�I 2 W TOP OP d'L • 90'-W I I eR+'• WALL WI eaau I IILI-- I n II IRoe1e OIImSR IIWr'I --J Y.bOC TRIr•r• . 24. OL'. MAX I _ � aPACINaY dr 1'1•a!•• CA I I Iml II (> II I IO✓ EL C) COLUMN SCHEDULE O W x r• "TIISLK PITW AL W9•5 5M TNDroTED OPV'I AND rmrNG OW%n'r-2G L.W4••VERr.AND O FE 31 3109'%5N•x V4'D G ® 4•X4'%VWMf ONm v. x v- OOV C� W v D ww. © VxY'CONa. WMOVNW.AM] •etrD•O'OG 7 � W x O• x o' mNG fbL W •• 5 yew, .wD•Dnu.von ® Wxv'e TdXNTW eEL.L W 9 • T ewe TIED to TI® Been e9D TOOTING O � W %.' fLNG dJK PILL® CELL WI•e eAR flap TD TID ee vt ePID FOOTNS. 4'-Y' OD. MAx. O � °•x WrcrJc d.K Put®¢LL W 9 . e CAR nEo ro TISD eCNT eaD e'OrnNa 11 r' % Y' LONG euc PILL® CE L W 4 • I ewe rM VERaL n We@. voc. 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I "--_'� D'- — — _ p F§ — I I I A F — 1 1 I �— I 'G I I 1 1 I I I'G 1_ n Q, d q21 b I 1 A:� Y � I I I 1� DEN RAGTD•r WILL BrP I Al-L DDOr6 S uSNpOIID I a OP9B194fa0 W neNs. I O _4'-is" b A - 1 T ti, - A' ' 1e I I I I 4 I I I � q; § • ry T � y' ~ TJ, I I I eLL e oPSNRk,D W HATS•. I I 1 —4•-Id_ A — J > F I I 2111.E b 1 I ; I I I I 1111w m td4 Y-0' I_ 1 s• ,e'd L1 74 1.._ T o � 1n S'i I I 5'-S' A L 2r-C 8 r-0• 4•- Y4 r-4I 1 Y-0 2 L 21W e d 4'd 7 e Y•'I 1 Bd 2 8 2e'-0' Pr-0' Y-r 4•-r W-V P'-C I,-r W-C v-r P'$ 1 51-e I 4'-e 1 ri• Yd VI IYi' 11'd 1Y-r a•-e s" R'-r r- Lu H N O a J � 1„10DEL E AE1 1"CODEL C t' I'ODEL D A , 1%IODEL C 4 1�0DEL D A , t CODEL E AE, 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 150 MODE E mom c Mom E un m Lm r tLIM LOT W LOT Ism O CASTLEPINES TOWNHOMES J 0 B N 0. LIB 1 1f I S S U E D A TE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN SHEET N0. A®1 *1• COLUMN SCHEDULE 1 ' 8' X I6' GONG. BLK FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. 2 • 8' X 12' CONC. COL. W/ 4 " 5 VERT. AND "3 TIED ® 12' O.G. O� 3 I/2' k 3 I/2' X I/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. h ) > 0 8' k X E CON'. COL. W/ 6" 5 VERT. AND 3 TIES ®12' O.G. © • 8' X I6' CONC. COL. W/ 4" 5 VERT. AND " 3 TIED B 12' O.G. O B' X X GONG. COL. W/ 6" 5 VERT. 0 AND 3 TIES ®12' O.G. ® 8' CONC. BLK FILLED CELL 2 W/ 2 "1 BAR 71ED 70 TIED BEAM AND FOOTING. O ❑ ❑ 8' X16' LONGBLK FILLED CELL W/ I 5 BAR TIED TO TIED BEAM AND " FOOTING ® 4'-0' O.C. MAX. 1 O III o 8' S GONG. BLK FILLED CELL 2 5 W/ 2 " BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' GONG. BLK FILLED CELL W/ 4 " 5 BAR VERTICAL W/ 03 TIES • 12' O.G. • • FOOT N G SCHEDULE O L W/W1 X 18' THICKENED EDGE GONG. FTC. 2 " 5 CONT. © 8' THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. C 36' X 36' X 12' CONCRETE PAD 140 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O L WI/ X 20' THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. (D12' X 20' CONIC. FTG. W/ 3 " 5 CONT. AND I " 5 TRANSVERSE * 48' O.C. © 12' X CONIC. FTC. W/ 2 " 5 CONT. 16' MIN. BELOW GRADE O� 42' X 42' GONG FTC. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL * I6' O.C. 0 r tY 0 0 0 x 20" @BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SEWER LATERAL FL LP-15 I NG IRI S LA 7 II II 32'-0" 15'-0" 17'-0" V-4` V-4" I 13'-6" I 2'-3' i 9'-10" r — � ° ■■—-------------- -- ■ ■ ■ ■ I �E3 L — J / T� \ 1/2 I I J —0" 12'-4" 1,811 N o ■ MININI IMINI ■ r-------�� -- N i I I SLAB SHALL BE A MIN. 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X I I0/I0 WELDED WIRE MESH, ■ CENTERED IN CONCRETE DOUBLED 30' BEYOND BACK I OF FTG. I FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN. 95% PROCTOR DENSITY ■ I TEST AND WITH VAPOR BARRIER POISON SOIL UNDER SLAB FOR I TEst IITES BEFORE PLACING 4 m I MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP ■ I CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 P.S.F. MINIMUM. N I rn 0 ■ I L------- N ■ ■■ I ■ 1'+6° 3'-2" 18" I 17'-0" I 2 F— I I 4 A) I I I 4'-2" I I I I 16'— ° o I I I I I I I I * J I I I I N I I I I I I I I I J CFI I I I I I I i I N o I I 4 I I 3`-2`�J 5 4" I 0 1-011 / FINISHED FLOOR ELEVATION TO BE 18' MINIMUM / ABOVE TOP CROWN OF ROAD I 9" 44 POST SECURE W/ SIMPSON M728B ON B070M AND (4) SIMPSON ST 18 ON TOP — I I I j I I CONTRACTORS SHALL VERIFY ALL DOORS E WINDOWS OPENINGS W/ MANUR I I ■ I I in I I I I � ■ I I I I I I I ° N � ■ I L---------- ----L----J 3'-4" 4'-6" J, 5-4" 2'-6" V-8" 17'-4" 32'-0" 9'-0` I I IN �C �n THESE PLANS AND ALL PROPOSED W1 ARE SUBJECT TO AINY CORRECTION REQUIRED OY f6C�ti?7 CTORS TH MAY EE NECCw CsRY iF OCDER TO COMPLY WITH ALL APP"LICA."XE CODE 0 0 uj =o m M � Z J D 00 0 LL N Z W �t Z Of O a < 0 N www.GLEAssociates.com AA0002369 s R. QUINN TJRNER Drawing Not Vaiid Unless Signed, Sealed At Dated By Registered Professional U') Ln w r Q co W � ..AA Y+ ® ww++ W 'C r � V Z 0)0 LL V LL 0. .� J � / Q r LJ� LL1 ��Za� O aCD I LU J m J m � a v O J CID 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 150 MGM Is L711SJ1 1 jm .A K?A�Il CASTLEPINES TOWNHOMES 111111 N. 0 9►4 04750-00210 I S S U E D A T E: 03/31/04 D R A WIN B Y: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Awl.1 COLUMN SCHEDULE O 8' FILLED CELL 2 5 W/ • 5 BARARTIED T TO TIED BEAM AND FOOTING. O 6' X 12' CONC. COL. W/ 4 • 5 VERT. AND "3 TIED ® 12' O.C. O3 1/2' X 3 1/2' X 1/4' STL. COL. ® n 4' X 4' X 1/4' STL. COL. ) 0 S' X X E G COL. W/ 6" 5 VERT. AND "3 TIES ®1212'' O.C. © � 8' X E 12' C COL. W/ 4" 5 VERT. AND " 3 TIED • 12' O.C. O Ll 0 8' X X CONC. COL. W/ 6" 5 VERT. AND "3 TIES ®12' O.G. ® S' X IZ' CONC. BLK FILLED CELL W/ Z "l BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8' 5, BLK FILLED CELL 1 0 W/ 1 BARAR TIED TIEp TO TIED BEAM AND FOOTING w 4'-0' O.G. MAX. 1 O " o 8' GONG. ELK FILLED CELL 2 W/ 2 "5 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' CONC. ELK FILLED CELL W/ 4.5 BAR VERTICAL W/ 03 TIES ® 12' O.C. FOOTING SCHEDULE O X 18' THICKENED EDGE GONG. FTC. W/ W/ 2 " 5 CONT. © X 8' THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. © WA X X 12' CONCRETE PAD W/ 4" 5 EACH EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O X THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. W/ 5 O 12' X 20' CONIC. FTG. W/ 3 • 5 CONT. AND 1 " 5 TRANSVERSE a 48' O.C. © Et ul 12' X FTC. W/ 2 " 5 CONT. 16' MIN.IN. BELOWGRADE O42' X 42' CONIC. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL . 16' 0G. 'v OBEARING WALL FTG. © GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID E50T REMARKS LENGTH ACTUAL LOAD I UNFILLED LOAD FILLED LOAD T51 B' X 16' I.5 1.5 °� P SEE TT'. WALL SECTION CK (D a, x B' 1 •5 T. V-4• T-6' 15000 1550• 28810 DO - ATE O B' x 16, 1 •5 1 •5 U-BLS TOF • 1565" 32600 CON- LINTEL BOR. 6'-6. S00 O B' X I6' I •5 I •9 D-OLOm TOP CRU- BOTT. LINTEL T'-6' 1500• 1550• 28bY ® B' X 16' 1 • 5 1 • 5 -BLOCK TOP 4'-6' 1500 • 1860• 48150 GANG LINTEL BOrt. OB' X 16' 1 •5 I •5 u-� TOP 15®0 • • raN-LIN2L Burr. 6'-6' I565 32600 (7 B' X w' 1-5 105 �PIM LINTE517Tr. IT-4' woo 36T0 -3110 U-BLOCK TOP e' X 16' I •5 1 •5 024r, LINTEL BOTT. 10'-6' 500• 11220 21140 DOINI u-BLOCK ® S' X 3B' 1 •5 ],Is I •5 cLINTEL 6'-6' 8000 1565" 3260• DabLE U-BLOCK ® B' x 4m' I •5 1-5 08 CON- BLK MID CON- LINTEL BOUT. 1'-6' 1500• 15500 2"10 U-BLOCK ®DOUBLE 1 e' x 36 I.5 I.5 1.5 r LINTEL BOTT. 1IT-4'100" NR I,800• I. LINTELS TO BE CAST-CRE7E HIG4-STFR5N2 rH PRECAST 4 F'I;Rr-STRESSED U LINTELS CONNECT TO EXIST SEWER LATERAL BRCS. U-BLOCK PRECAST CONC L INTEL BEAM T ES (2)TI-IRU FUpe-4 DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES +Q'd' DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES 10 PLU" 51NC; RISER "G" rue. 2' LV 26'-0" c� ��•i••••.•••••.•••+.•+•••..•+ CONCRETE SLAB TOP OF BM. + II- I I I I I S' .X 16' CONC. T.S.W/ 2 " 5 TOP ■ 1 ■ _ I I 7 SSES 24'' o.c. I- ■ I S-4"— I I■I I I '� I I I- I J—J DL S' X 24' CONC. T.B. W/ 2• 5 TOP t 2" 5 MID. 2 • 5 BOTT. 4 " 3 TIES • 12' O.C. I\ TOP OF BM. +II'-4' L _J II I TOP OF BM + 9'-4' II II II 2 ND FLOOR FRA1" IINCs PLAN 1/4 • - 1' - O• THESE PLANS AND ALL PRVOSELD WORK AP,E SUBJECT TO �j%y � GRrnZOT10N3 REQUIRED EY FIIV„B ! VECTORS THAT MAY LE INZOSSSARY IN ORDSR'0 COMPLY WITH ALL APPLV01k5LE LU —U 13'-0" 13--0" -3" 4 � i r --I——I—j=�-------- --I I I --- I I I 18 L___J 4'-2" I 6'-2" 2'-4" 3'-4" 6'-2" S-2" I I I I I I I I cv I T-2° I L I I I I I I I ry I I I I I ■NJ■ L-------------- --I I I I I I C'4) I I I I �- � lrl I I I I I I i SLAB SHALL BE WITH FIBER ME A MIN. 4' THICK INTEGRAL OR I 1 I REINFORCED WITH 6' X 6' X I I 10/10 WELDED W RE MESH, I I CENTERED IN G CRETE DOUBLED 30' EYOND BACK I I �I\ * I OF FTG. FOOTINGS TO BE I WELL COMPACTED I TO MIN. 95% PROCTOR N PLACED OVER °O CLEAN FILL DENSITY I I I 1 I 1 I T TEST AND WITH BARRIER VAPOR *� POISON SOIL U TER ITES 1 BARRIER. FINISHED FLOOK BE 18' MINIMUM ABOVE CROWN OF ROAM. CAPACITY FOR TO BE 2500 P 1 7" ER SLAB FOR 2 ACING 4 ELEVATION TO \ \ TOP \ SOIL BEARING \ HIS STRUCTURE \ P. MINIMUM. sag• \\ I \\ ■ Ev. wl- I I - I —t I I I F I d KI I I I ■ I EL � I I 0II � - (d FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD - ■ I I I ■ --- —J ■ I I I I (F)I I I I I I I I CONTRACTORS SHALL VERIFY I I \ I I I 1I--- ALL DOORS t WINDOWS OPENINGS W/ MANUF. VC� 211 � 1 — ---------- --- �—J I 10" 2' 16'-0" 2'-0" 5'-8' I 20'-4" I _J L I J 6'- L 0 in -0" 26'-0" -0" E� EL C �� cm H4`1 0 LLI� N Jm MM� r Q N cO : o — w n z w z o CL O N www.GLEAssociates.com AA0002369 APR8 R. OU1NN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Ln W � G W LO TOM 0 Q) ' M = C7) 0 cc zLO`"®-r- cf) N� Lu tJJ L) J�ozQ4) 0 d f% J J M_ _LO W N J Q 0 a L) J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO, REVISIONS DATE I BUILDING 150 CASTLEPINES TOWNI-IOMES J 0 B N 0. 04750-00210 I S S U E D A T E: 03/31 /04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0. AmI.2 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. i. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE SO' AFF OR AS PER BUILDER SPECIFICATIONS. % PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE ISS4 ED 12. EC-iRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE OPP. *2 Flo =1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF POW DRYER VENT (SMOOTH TYPE) TO OUTSIDE 1`2003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. ELK VENT W/ SCREEN • FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE FOOS T'-6' WALL P009 MIRRORED P010 PANTRY W/ S SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X S' WD. RAILING R 2' PICKET • 5' O.G. P014 GLS.BLK (1 HRFIRE RATED WHERE REQUIRED) P'015 HEADER ABOVE P011 CABINET ABOVE P018 S' CEILING POI TEMPER GLASS 8001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN E005 RECESS SHOWER W/ CER TILE WALL 50M KNEE SPACE 5001 EANG 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 E00I ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPIMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 8001 ERN'G WALL WD. STUDS • 12' O.G. 6002 BRN'G WALL WD. STUDS a 16' O.C. FLOOi� 8CAL6. 2 ND 1=L00 0=,AL 15, i=>L AN 1/B ' - P - 0' I i=L AN a IF In��n�n�li�n� Illn�lll��Il�n� II ��?�� MASTER IIRM UVING -,. t .. ♦� , �' � . �DINING� Ell � - �IIIE .,�9� I�,�I>. IN I�II�� l�111.�.�1 hI� � ' I � �I ' ■ � III` ■ I■� t ■��F, III■ ■7F101 �� rc�l��@� - nWIN rd�� o � ICI ICI 1"rOD � L C G A-2 1„COD � L C G A-2 1" MODEL � A2 THESE PLANS AND ALL PROPOSED WORK Arl SUBJECT TO � Inj DOR€ ECTIONS REQUIRED Dy EMI " ` CTORS THAT MAY BE NrC[0S b 1y IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1 I I mnn��=�u� COVERED COVERED PATIO MASTER :- II ■ n_11_ill IIflll■�L ER BRM � � ,-.. RO T� I I � I UVING _ WWII - �� I� NME t.�� oil IL �F. - ., nll l fl�llllll�I __� .. r I i ILIoil �� ■I�I•- � iR n 1�1111110 _ 11NN1 I1NI111111n1 1 _ � IMP!! I ®- .;,� I I �� GARAGE GARAGE BRIG► - -.�_—r _ I��■I ■I I � Ittttilt i■I: � � ' '�.; � ... � l�il'..�-ter — 1 , — �I�L��I — Ill-1M■I lib!■I 1„IOD E L E AREA CALCULATION "E" LIVING AREA A/C 1530 ea FT. GARAGE 230 Sa FT. WYERED ENTRY 30 Sa FT. COVERED PATIO 115 ea FT. ea TOTAL UNDER ROOF '. e05 Sa FT E 1„IODEL C A-2 AREA CALCULATION "C" LIVING AREA A/C 1663 Sa FT. IST FLOOR 1000 ea Fr. 2ND FLOOR 6E3 Sa Fr. GARAGE 406 ea FT. COVERED ENTRY 30 sa FT. COVERED PATIO 1.6 SO. FT. TOTAL --UNDER. ROOF 2195 ea FT. AC2 1" MODEL D AREA CALCULATION "D" LIVING AREA A/O 1841 Sa FT. IST FLOOR 1093 8a FT. 2ND FLOOR 754 841. FT. GARAGE 254 SO. Fr. COVERED ENTRY 61 Ba Fr. COVETED PATIO 90 ea FT. TOTAL UNDER ROOF 2252 ea FT ° 1"fODEL C A-2 AREA CALCULATION "C" LIVING AREA A/C 1663 Ba Fr. IST FLOOR 1000 8a FT. 2ND FLOOR 683 S0. FT. GARAGE 406 8a FT. COVERED ENTRY 30 Sa FT. C0VEFMD PATIO 76 Sa Fr. TOTAL UNDER ROOF 2195 Sa Fr. AC2 1 0DEL D A 2 1" 0DEL E AE2 AREA CALCULATION "D" LIVING AREA A/C 1641 Sa Fr. AREA CALCULATION "E" IST FLOOR 1m53 ea FT. m FLOOR 154 ea FT. LIVING AREA A(C 1530 Sri PT. GARAGE 254 Sa FT. GARAGE 230 Ba FT. COVERED ENTRY 61 ea FT. COVERED ENTRY 30 Bf1 R. COVERED PATIO 90 SO. FT. COVERED PATIO 1I5 Sa FT. TOTAL UNDER ROOF 2252 ea. FT. TOTAL UNDER ROOF _ w5 Sa FT. www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 'f) w 7 0 W V cv LCi � O 4) Z LL Ln U C Z w c N U) o Q r W W J � 23 OCL LO qv" -i0 A J m 11 U)cn Y� F- a 0 J LIENT. KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE 51JILDING 150 °f a�a1�10 "am CASTLEPINES TOLUN1-10MES J 0 B N 0. 04750-00210 I S S U E D A T E: 03/31/04 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. Am2 KEY NOTES Pool CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE'I 10003 VENTILATED VINYL WIRE SHELF 10004 R-II INSULATION BETWEEN GARAGE AND A/C POO5 60 SQ.IN. BLK- VENT W/ SCREEN FLR LEVEL POO& 42' KNEE WALL POO-I PLANT SHELF ABOVE POOS PO09 MIRRORED POLO PANTRY W/ 5 SHELVES PO11 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH 15013 1 1/2' X S'UV. RAILING 4 2' PICKET ■ 5' O.G. 10014 GLS.BLK. CI HRFIRE RATED WHERE REQUIRED) P05 HEADER ABOVE POM CABINET ABOVE P018 8' CEILING Pon TEMPER GLASS 8001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 15005 RECESS SHOWER W/ CER TILE WALL B006 KNEE SPACE BOOT BANG OF DRAWER BELOW KOO1 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN KOM COOK TOP K006 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT EOO6 WHIRLPOOL PUMP E001 CENTRAL VACUMN EOO8 AIR HANDLER UNIT S001 BRN'G WALL WD. STUDS • 12' O.G. 8002 BRN'G WALL LUD. STUDS ® I6' O.C. o s ANGENERAL I NOTES 1. A ASS SHALL ALL WINDOWS D SLIDING G DOOR GLASS BE PER ENEMY 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. Co. 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 150' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10- SMOKE DETECTORS SHALL BE HARD WIRE 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 ISS4 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.PF. 02 Flo =1000 AREA CALCULATION "E" LIVING AREA A/C f530 SQ. FT. GARAGE 230 SQ. FT. COVERED ENTRY 30 SQ. FT. COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 SQ. FT. 0 cV N I 1h � n iO N -4" 25814 32'- 15' 0" 1'-4" COVERED PATIO VAULTED CL'G �n 12'-4" 8' 12080 8GD o 14'-8" LIVING ROOM VAULTED CL'G OPT. POT SHELVE ABOVE DINING ROOM VAULTED CL'G 40 POST SECURE W/ SIMPSON MTT2 N BOTTOM AND (4) SIMPSON ST 18 SW ON P 2BFa8 � � II II DEN/BRM #3 2'-3" 16'-o" MASTER BRM o VAULTED CL'G i M � I_UTS VA_Vr "v VAULTED CL'G o /jj 00 II I 10'-0" 4" I ML BEDROOM #2 9'4 CL'G BA 9'4 i LINEN 5 8FI 12X248H. . ; solo / LL KO06 i o KOO 11'-7° KITCHEN 03- I 4e VAULTED CL'G 0 3'-0' �„ , WW BF W/D REF WH P012 GARAGE 9'4 CL'G 9010 OH. GARAGE DOOR 0 N 8" 10'-6" 6" 358H EGM68 CO 24' RND. S-8" 3'-4" 4'-6" 5'-4" 2'-6" 1'-8" 8" 9'-o" 17'-4" 11'-0" 1 32'-0" FLOOR PLAN E A-2.1 SCALE: 1 /4 =1 -0') E L A-2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED RY mrn 1,1ZI'ECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL Aa " UCABLE CODES. 0 > WK J ^ In m O m�� J Z J S ap wr`U-) N Q O X Z oar 0 N www.GLEAssociates.com AA0002369 n 12. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional LnW � oU) W In V � �- ® a) = O Z W In— C N �> O o Lc) J W 0z 0 0. t "V J va J M_ W _� J Q N U) ~O a c� J � KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 ►�T[I�:��16'1[1l►[►�1:11� BUILDING 150 'eo 01 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00210 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. Awl1 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00210 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. Awl1 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 Pm06 42' KNEE WALL P00T PLANT SHELF ABOVE POO8 WALL P00'3 MIRRORED P010 PANTRY W/ 5 SHELVES 1=011 LINEN W/ 5 SHELVES PO12 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH 1=013 1 1/2' X S' WD. RAILING 4 2' PICKET a 5' O.G. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P01-1 CABINET ABOVE P01S S' CEILING POTS TEMPER GLASS 8001 RECESS MEDICINE CABINET 8002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 500"I BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 6001 BR"1'G WALL WD. STUDS a 12' O.C. 5002 BRN'G WALL WD. STUDS a I6' O.G. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE, 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. -I. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AF.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 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. '"2 No =1000 AREA CALCULATION "C" LIVING AREA A/C IST FLOOR 2ND FLOOR GARAGE COVERED ENTRY COVERED PATIO TOTAL UNDER ROOF 1e�83 000 6 83 4C6 30 7& SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. L,- L 26'-0" 1� DECK 1 0" 3' -2" 1'-5" 6'-2" 2'-6" 6'-2" 1'-5" 3'- " 2'-3" m 26OW 60808W W/PAN 6089WID W/PAN 26W . 12'-0" 4" 13'-0" LIVING ROOM MASTER BRM VAULTED CLG VAULTED CL'G � I I m UL -usm TENMdT wAu eEpAi"Tim •x•xuau T•iWr TKN aYLI nnM c.••,••In•xy ,W03 LLY oaiwis MTm.,tl ix••ILL l�tl.'07! D•L 1"ICeO f1. •m• 0 MIL •{LL x,• mam Ira nuuw a.•awrx •cou I I N -o- I O II N r28W I DINING R00 — VAULTED CLYa 41'6 L'G a'6 CL'G ELEV. + ll'-4' 2'-0" 4" 3' 6" 5'-8" 4" Poor I I�- FJF P012 o n cl P013 I i � � I I A��E�e n L -N F'00Fy s • S I SOFFITAtt I CM SE 5' 1' I I 8• . 36' AM "W M ASTER BATH ,° a " 10' CL'Cs/ET. SIC CLIGI 8003 n BOOS I ti n ELEV. + - 3'-1" 4"2'-11" 4'-50 1'-11" 8" 5'-8° '-111/2 - P010 FCs. RO"55' X CI I` I o KITCHEN � I m 0 o VAULTED CLIG J 910° O� ' BREAKFAST VAULTED � CL'G \ / %\ — 17 f m 358H 3 fW4 I I� 4 2'-6" 4'-6" 5'-0" 4'-6" 3'-2" 6'-0" 20'-0" 26'-0" 2 ND FLOOR PLAN FLOOR PLAN A-2.2) SCALE: 1/4"=1'-0" 13'-0" 13'-0" 3" 4'-2" 6'-2" 2'-4" 3'-4" 6'-2" 3'-3" 7 E M �E003 0� M COVERED 2-248W EGRESS PATIO G 2 -3" S'4 CL , I I o oD I BEDROOM #2 I S'4 CLlG m 12'-0" 4" (POW8GD m 13'-0" 6• 4" 3'-0" -4" BEDROOM #3 S'4 CL'G � I N S-6" L 3'-4" 6'-2" F— IS J 66 m 2668 FlomI � P001 I BATH # 9'4 CL'G/ T. I ✓ 2coo 0 F mm4 E004 FW04 LEV. + 5' 13'-1" V-6" 4'-5" 8° 0 5'-8" I of 00 o 1, i I 111rz II WI4 0 N GARAGE S'4 MG/ E001 3080 W/ A ABO I 1 ' 81DELITE CsLA88 0 , F01m W N Lu • 16010 IDA GARAGE DOOR " 1'-B" ao 16'-0" 2'-0" n I 4' fog 6'-0. --1- 2'-0" 26'-0" Ih2w'A�� C A-2 THESE PLANS A M ALL F70POSED WOF AnE SUBJECT TO A 7 =1� ' 4ZCTIONS REQUIRED BY FwIE€.w €i4'1"EO'IT0iu THA' MAY EE N'EO'ZSSA',` 'i €�N 0 HOER TO COMPLY WITH ALL kPt'i ; "OLE CODES, 0 7 W� J ^ In N d m-� J � � Z N J (D M o' w o co � = m o w n z w CDZ oa< 0 N www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional LO W P QV! ap�A W WA v L!7 r ® Gi r M G 2 0)0 rn L V z LL Z cq LLF 0 > 0 ®� w uu Z ci J r 0cm a Q/ \ Gs •5 Lc) m J a J m a v co O • J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 150 CASTLEPINES TOWNHOMES J O B N 0. 04750-00210 ISSUE DATE: 03/31/04 D R A IN N 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. Am2.2 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. 5LK. VENT W/ SCREEN a FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE 1=008 1'-b' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING: 4 2' PICKET a 5' O.G. P014 GLSBLIC (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE Pon CABINET ABOVE P0113 & CEILING 10019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ GER. TILE WALL 8006 KNEE SPACE 8001 SANG 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 F'UMP/EQUIPTMENT E006 WHIRLPOOL PUMP E1001 CENTRAL VACUMN E008 AIR HANDLER UNIT S001 5FN'G WALL WD. STUDS ® 12' O.C. W02 BRIN116 WALL WD. STUDS a I6' O.G. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 16. 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 130" 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 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 SQPT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. *2 Flo =1000 AREA CALCULATION "D" LIVING AREA A/C 184-1 SQ. FT. IST FLOOR 1093 SQ. FT. 2ND FLOOR 754 50. FT_ GARAGE 254 SQ. FT_ COVERED ENTRY 61 SQ. FT. COVERED PATIO 90 SQ. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A-2.3) SCALE: 1/4 )1=1 '-0" —u G 26'-0" p � 2'-3" L 8'-4" 5'-9" 6'-2" 2'-11" 1' 0" 3'-2' I FIXED GLASS 2-248H EGRESS 268H 13,-0" 12'-0" N mJUL -1J905 TENANT WALL REPARATION • X • % LL u 16Lm, •SNeAT1CN IIMLL A•iN C-•B, aRM! wz CLAM Da wR! uL rVA s Hle IeAI®. No r�r+eTwaalaN• iw• uwu wovne cx n41eeN• nA atoc or NAs uwd. role callourc.9n ruuam Fi vnecx erne OPTIONAL DEN W/ 2065 DOORS — — — — — I 13'-0" 1'-6" 10'-61, v Do LOFT 42' WALL 8'0 CL'G Z8�L c-1 E 10'-4" 4; 11'-0" I Im I� � I � 0 5 3'-8" 24 0" 3 -4 I _ `11 J IP01 �i L4 BATH 2 II 0 9'4 CL'C. , 28681 I DN _ 8003 4'-8" 6 -8" M 3'-4e - 5'-4" 4" 3' iQ i2r CD � CCH ------ / 6e V V I #2 BEDROOM ##3 `-4 _BEDROOM 9'4 CL'G 9'4 CL'G `ID o — M I u7 13'-0" 4" LL 12'-0" is d- 4'-7" 4'-6" 8'-2 8m02 4'-6" 3'-7" 345H EGRESS 34814 EGRESS I J 9'-5" 12'-8" 2'-6" S-11 ° 26'-0" c 2 ICEDEL - 2 ND FLOOR LV -V 13'-0" 13'-0" 3'-6" S-3" 4'-2" Em0 E' 2 " J M 2-25SH EGRESS 0 I COVERED PATIO [jj E003 9'4 CL'G b m I 2'-3" 8'-4" 2' 2 1 8" 12'-0" 0o eme® 8GD M MASTER BRM 9'4' FLAT CLYG ao 0 � I 13'-0" I Tn 5W'G WALL LIVING ROOM 2'-4" S-6" 2'- " N CO 2-STORY O 'G 16' m (—BOTT. T SHELF * W-4' 4 TOP d II'-4' I �II � io N II 4'-10° BRN ra WALL — I— 66 14'-8° ' ` = n 5 e006 o ' I MASTER I F001— j 914 OL%MT. 4- I DI ING ROOM n 4' W ALL—_ 1 Few ml STORY CL'G 1 a ' I 16' PC T SHELF P®11 '•'� F--BOTT. a W-4' 4 — — TOP a II'-4' 5' 2" 3'-3" '-10° 4" — LINE OF 2 9 rLF ABOVE I POWD I 'v. 1'4 CL Ln 8, 9'4 CL'G Up P I R 1 ACH K001 K006 o .o N I EIE 5' IIli2' 9' 4° KOM " IITCHEN O n L. V4 GL'G 6' K003 ANJ W MTL OGE P002 F'004 dc ASS PI 2 0 4e 7'-0" = o P010 POO4 O N I I m T'L GARAGE 0 BREA FAST 9'4 'G s' CL'G/ o N N 35 H � '-1 4'-6" N I � o N �£001 I I 4 �/ 8 P016 13'-0" W10 O.H. DOOR 0 I cV 8" 5'-3" 10'-3" 3'-4" 26'-0° 9'-0° _r �4 168'-0" YJ E L D 0 W� J � UJ mN d �'�Lo J ¢ O I.J.. cd � CD W of-o�l� N z Z z oa 0 N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional u') W V_ w, U) W q%r cc 10 Lti r v O ai ,c r � V Z LL Z LO I-- ■`` !` N ca / O J W Lc)o as O LU � vI— a v J Cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE G BUILDING 150 Q c• 90 d/0c �11 64{��/;0 Ai j CASTLEPINES TOWNHOME: J 0 B N 0. 04750-00210 I S S U E D A T E: 03/31/04 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. Am2.3 KEY NOTES 10001 CLOSET W/ VINYL VENTILATED WIRE SHELF 10002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF 10004 R-11 INSULATION BETWEEN GARAGE AND A/C 10005 60 SQ.IN. 5LK VENT W/ SCREEN m FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF A50VE P005 1'-6' WALL P009 MIRRORED POLO PANTRY W/ 5 SHELVES 10011 LINEN W/ 5 SHELVES 10012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH 10013 1 1/2' X 5' WD. RAILING a 2' PICKET ® 5' O.C. P014 GLS.BLK (1 1-IR.FlRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P01S 5' CEILING ROM TEMPER GLASS 5001 RECESS MEDICINE CABINET B002 MARBLE SHELF W03 CULTURE MARBLE ROMAN TU5 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER OELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN KO05 COOK TOP K006 DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUI"IP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VAGUMN E005 AIR HANDLER UNIT 5001 5RN'G WALL UD. STUDS o 12' O.C. 5002 5RN'G WALL UD. STUDS ® 16' O.G. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 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 Flo =1000 AREA CALCULATION "E" LIVING AREA A/C 1330 GARAGE 230 COVERED ENTRY 30 COVERED PATIO III TOTAL UNDER ROOF 90 SQ. FT. SQ. FT. 50. FT. SQ. FT. SQ. FT. FLOOR PLAN A-2.4) SCALE: 1/4"=1'-0" THESE PLANS AND ALL PPOPOSED WORK ARE SUEJECT'FO A,',IY COII' CCTIONS REQUIRED EY r,'Z 01i 'wXLCTORS THAT MAY BE NECE; Z�-ARY IN CPDER TO COMPLY WITH ALL JVPLI AI ZLI E CODES, 0 uj� N mod00 J 00 0 w o �=ova W N Z W d n ¢ o x z oa< 0 N www.GLEAssociates.com AA0002369 APR 01 230-A - R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional L0 W r W LCi v 0 4):a t V Z L (' 0 - Z u W I--c N N> 0 J W o oz 0 a L J J r a-� m I-- Lu CO) a � cn 0 ' J CO KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE I BUILDING 150 Jlv Lm w I nor NJ nor w I LM -J nor CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00210 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. A=2.4 IiflYi/� DOLL! D0� 00� 00� I�O 00 WWm M. MODEL E MODEL D MODEL C MODEL D MODEL G MODEL E v�v fi`E14iz-�' ELEVAT 40N SCALE: v is ■ �s 1111 Em 0 fizIC=�-4T SIDS 'E=-' ELE�,4TfON SCALE: 1/0. ' P - ®• p MAN■N tl' T" loom I • uv e.p tiro m. ► ►_, �'►'� MI Sm ■■■■ r� �� mI L•■E ,I ��,II�f�II�1■■ ox V I. O CW-AR LLbW PM•L'IA rYP. SCALE: M V im eMm 1, �m M. 1/8 ' - V - m' v v� v t• • • � --a. •Ilwr —_—_ n'o•: o ® N ® ❑❑ ® o ❑❑ - LEFT 51DE-= E' E=-LE\A/AT40N SCALE: � � III, ■■■■'r MODEL C MODEL D ELE=- \w1.4740N 1/95 ' . V - 0' 1 /8 ' - P - m' .. �.,► 1' uIN! .. -- "�MWZWMRI� �' ... LEI �I LMO;;;; ❑r� 0 f0f ..■ ■■Ilhi II�III�■ 1� MODEL E v �s IJ_ THESE PLANS AND ALL PROPOSED WORK ARE 8U5JECT i"D A Y C 1 R C OTI0NS REQUIRED, E''Y P'I',° °y VZ- ,EI 'FORS THAT MAY EE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Ii O uiJ ^� mMM�U J Z _i 0 N Q W ^ u7 W N Z W Z o a l¢ 0 N M www.GLEAgsociotes.com AA0002369 Rr QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional u') W � d N Lu Ln V Lin v O 4) C 2 0).2 ZLL cq w ®— c C 0 UJ _ o a� Z W cl) J Q 0 a v J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 51JILDING 150 aDEI. D PIOD■L OP • OP W LOM O!O■ CASTLEPINES TOUNHOMES J 0 B N 0, 04750-00210 ISSUE DATE: 03/31/04 D R A WIN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E EXTERIOR ELEVATION S H E E T N 0. A m 3 UNIT C SECTION A -A OCgLE: I/O P - ®' ti ti e � wood s . a4• oc. nnx � s snecmlo sr +w,w co. w m lft Li , COMM BATH 2 BEDROOM 2 i LLIOW TaW�.. 24. O.C. F1Ali M4GIIb OT 1'1-!!! CO. L-t � aa T PATIO LIVING DINING KITCHEN BREAKFAST UNIT D SECTION ftp E. 1/6 " - P - 0' UNIT `E' SECTION SG E: n -" I/d - V - 0- THESE PLANS AND ALL PrOPOSED WORK ADE SUBJECT TO ANY COFe jCCTIONS R[QUIRED BY F@E LD THAT MAY EE NECESSA Pit IN OnDER TO COMPLY WITH ALL A�'PLICABLE CODES. ELEVATION PLAN A-3.1 % SCALE: 1/8 71= 1 7-01, www. GLEAssocia tes.com AA0002369 AE`d 0 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Doted By Registered Professional LC) W W v Ln T O 4) r C _ Z 0ILL. ♦^ r V � vMENOMONIE Z cq Ln W ® m� c U) N > 0 W W C.) � oL u _ L - a J W Q N U)-j ~O a v J KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE I 5UILDING 150 '1aoe1. a om c aem c 1•IOOd c looa o mom 1At eo 1 01 1. 01 wr W CASTLEPINES TOWNHOMES 6 04750-00210 I S S U E D A TE: 03/31/04 D R A WIN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E EXTERIOR ELEVATION SHEET N0. Am3.1 a WALL LEGEND - -- I TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F,F, 0 ,4 TOP OF WALL @ 13'-6 3/4' A:F:F, TOP OF WALL @ 20'-8' A,F:F. 44 FLAT CEILING @ 10'-0' A.F.F. \ \ \ \ I 2,5/12 CATHEDRAL CEILING NOTE: NO-E - I, 'HI:GHE3'BLL CC FWAD5B EA. 51DE CF TRU55 7,A5,TE T To MA ATES W/(s) 3/4- M5 THRII-BOLTe aaJ 1Od Eye, F45TEN 51DE PLATE WR2) 3/4' MB THRI-BCLTB N07E"2. "SEMCO' S IT2 NOTE: TYPICAL STRAP ANCHOR TO MA5CN2"'UNO) BEMCO TAPR)16 (10)1Od E--. MA% LLL = 1395 EA. STRAP ALL HANGERS LUS26 U.O.N. mw 'ti ITRAY 1pTlON T" TRAY OPTION H „ -- tar oP In . n-4• 4 Tor aP ■a . n-4• W _II B% 4 CONCRETE BEAM HTM� ! 9'-4' F B% 4 CONCRETE BENT BTM. ! 9'-4- F 6 n'-o' „ W x _._ $ FL22 ROaR t10M0le i' IYd -a • W FL22A.L ci Y N Y N N1FL21 IIax MNNL/VGNFL 124' DUCT CHASEDIM. raa LEDOM ACN01!D W M46 COIC Fn.L® OI1A WM BAY 1® T COL. m LOP&AM AICWFN "N Ca11D M.L® GnL! WISMUGWP R1'L1ww OOLie AT a' 2- wino, Tar OOTTCM 13 MN LI'ND . ].W' Nf0 FW YlaLl2%B fU uernm4 f4J NALB B4CN in2UH x I mT°BT� . ]=.MawS3IIIBHO LEDGER TOP ! 11'-0 LEDGER T� ! 1l'-0 l/rs*7V42FL19FL19 4 V FLIS O% 4 DBL. 2%B LEDGER TOP O'- ve- : y FLIG DBL. 2%H LEDGER TOP 11'- 1/2' " .�, FL17 ,`? FL17 ML RL ODD SPACE ODD SPACE . • }?. }ice • r N • r W N § FG3 tP FG3 • • Y Y ML, 2%B LEDGER TOP ! U'-O Y T III M LEDGER TOP 1 U'-0 1 24' DUCT CASE in • 24' DUCT CHASE u J " " x 4 N T F x S LEDGER TOP ! 11'-0 1 LEDGER TOP ! 0'-0 t 2' FL13 FLl3 If B 24 CONCRETE BEAM 111 ! 9'-e B 4 CONCRETE BEAM BTM. ! 9'-4- FG2 a. FG2 Y - T 7 b h H _ MODEL - MODEL MODEL "C" "D" _ MODEL "C// "D" Y�.ss ..1.. 1, sea w.acl. wPu•ms •t.l, U 2r11o1 FL00%z Fi�]41"f INCH ®GALS. PL ]4N -a• �1I 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 Sao TA 20 10 p 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 1 2840 TA 20 15 2 STRAPS 1 350 TA 20 10 K 1500 TA 20 15 L 070 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: Lxpceuffl a egory -Building Importance Factor (I ) =1-DO Basic VAnd Speed ( V) =125 nip Mean Roof Hel ht h 18 ft ape = e oe End/Comer Zone III (deg )4-ft Roof Angle (B) _23 Internal Pres. ff. GI .• ails Design Output: Componen Roof Pressures PS Wo11 Pressures P EfPoctlw III Area FT. SO n eror (Zone 1 + e End Zone (Zone 2 + Cmer Zwalnteror (Zone 3 + Za (Zone 4 + - e End Zone (Zone 5 + - 2G 1 5077 - - 100 1 - B 1 -4 -53 200 500 2142- - - - 1000 - - - - - 5 BAR T&B #3 0 12' O.C. THRLI-OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM Ni�1iI�1�I®��ir�r�r�r�u,i IIII__�'1,®i�ll>i�l�!!',Il�!�I�I�I�I�I�IA��1�1�1�1�11��!■��1�. �r■�r�r�rnr��r�r� �� I��I��•' 4,: • - I I .ill_I�i�i�i�i�i�i_i I .I vlyl •I I L�'1_I�I—Ipow —I_I_ '1_i�i�ll�ll_I�I�III_. —_�II ',. ■ I - .: III 1 I► '� ;►ill ■■■I■1111Boom � II h�.I � I '.I � I , ': 1 � � I ■�I�I�Ig�l�ll��■,h1■rlrl I I I I I I JII■JI�I®31�,135,��,11� _____---- --- - - 1111�J �11�I�I�1�111�� 1 I ��I!•��w��■�!___-_ �■ III Tf. [, ® 31E5iS,11351,Tilll� _ ____Illlr■ II � IIr■Ilr■I�I II. /, _.... I III I I I '. ' II / 11 � ', , � III �. I I" j ie' ............. I ,I � �, •I, 'I► 1 � II I I II I III. 1� ................. �II�I (;. I. .. ' I I• ..... I I i I ..... I II .. I_ I IQ� a I I I a„ — 1 : II�II I �� IP� . P_I.✓•I�I�I�I�I_i�1 I I i .I I 4 III .I�i� l l -. .. � I I � , it 1 F. �'�, '1 I ' I �� IMW I_ :��I :.�___• <�i.�wlll .. I�i■i■I■ -I�I�I■ �I� ILLLLI�'■ I�i■i■i■i■ -��.I■i■ i�llllnli� I I II I e.• :. i I I, i _ al ...• ....lii I, L. �I II I I ',. �.,, �' � '1' , � ��Il I � I 'I� I I I I. ,'� II ' III. i ' li 4,1: IVAI�i /JI�I�1■�� I,�i � I I 'I �` �� , � ' I I I z I. ,_r]'IF�lIffiSII I I I I I I � � �I � I � !�►�I� � - :, �I i�l � l��< Mimi L,_ ►; �::rr � =I■ -OONCRETE TO W.D _ BIDE :: - __� �•. ..,.. �_ II- �I��I''_ �I' - -'— ��II — — — -- � �LLI '�e;a��,� �If�l.l�l�l�.=:_`�I 11'T:T'SFK'�fn�I�I�I�I�II:; I u! I� .- I � I — —�,� I ., , , , •I.1 i, . :a..l I I�IwI�I�I�I�II�I�lI�I�II� —1BB>•I�IBBB.IIa1Li)eg4�@"��_I �..� ._. , n. ,AL��III��I�I ,. _�YLS_ Ili;- -` .1 :' -�__��A—*� �� _ - I!!I// 111 .. L.. .,... � L .. v � /I:I LI�I�I�� ... - � � - - �I► � —�I.II�Iai I�� _ ME.. .1�1� = •■ � III "LdI1J � �'��• �� ,..11■��1 � ■1. � ni1■I�. �.: �i _ ,- °'! / �Ia 1 -_ � � �� I :. I 1�II::f�;�hv:1 11� :!r- all aI■ - 'll�►c,' I,I■ �.[3 �' L13 L' IfJ i.7ILII ... • Yil3llaakl�lli. ' 1 �LI �i uir�l�I�li _ '�II, ��■I► h , �� ■■■■■■O WI�>.,-------'ll �ri��r■ l��'mar■■1■el�'��I.I�i�l■■®■■■■II ►,irll��■Ilrrl.��'Irnl■■Irl�l��i■Iri�lrlrlll ■1'�■ ii�%I!!■��.�.��'�� I�_.•.'—'—'—'---`�I ■tV'�■ 111�%I��i©I� 1■.I��I�I�I�I�� r: 'iml,l i �� 0 �� , �I-- �01111111K � __L�111Li1Glliii�l�l�'�I�I�EACP - o�ll °�� o�ll �I�I��®111�\ ��a � �I�I■I■I■!■1�1� 1�l0- 11011, �,�i�rlr�r�r�r�r'� A A L CIt D A-4 q-4 A-4 A-4 M❑DEL "E" MODEL "C" MODEL "D" MODEL "C" MODEL "D" MODEL "E" E A-4 i�00� �i�.41"C f NCB i>L. AN TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8' BLOCK BEARING WALL FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALEI 3/4'=1'O' WALL_ LEGEND 1 TOP OF WALL @ 9'-4' A.F.F. Lx- _x `.N+. TOP OF WALL @ 10'-0' AF,F. WALLS B ZIIE H ROF ]INTERIOR ZIDE mE 8 ROF 00 MW MINE B ROF CMU ZONE ZONE 4 WALL 1NMM ZOE ZRE 5 WALL Eta ZONE . DOW NHOE . Ela/CORER ZONE WOIH v I_I_ HIP ROOFS -1R<81w PH: (772) 286-3700 FAX (772) 288-4234 \\N�J�\�/ Roof and Floor Truss System 4175 Martin HII I o0 Palm City, FL 34990 NDTEI TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BHDLIGING AND SHOW TRUSS LOCATIONS PROPER ERECTIDN, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST HE PLACED DURING ERECTION PROCEDURE, THESE PLANS AND ALL PROPOSED WORK AIiM SUBJECT TC f N�y COPRECTIONS REQUIRED Y Ir1 IPL� r "Fil" i s THAT MAY Sra NECE33„1R11 M ORDER TO COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed &Dated By Registered Professional L W r Q //� V/ W _ v 'a LC) O 4) Z U_ T " V � �_ A V Z W o — r W > 0 0 - J 0 Uj ZQ O d CM L a :3 J FJ- N.0 N a v J KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE I BUILDING 150 mxr IC C 11aDBL! D MO]6 LOT nNe LOT lI Lot IW LED In LOT 04 LOT ft CASTLEPINES TOUN1-IOMES JOB NO. 04750-00210 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. 0G,AL_ IH = UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS AA 450 TA 20 10 nB 550 TA 20 10 B00 TA 20 10 O1100 TA 20 10 �E 1339 TA 20 10 O2400 TA 20 15 2 STRAPS O550 TA 20 10 2 STRAPS H 620 TA 20 10 (,I 2840 TA 20 15 2 STRAPS J 350 TA 20 10 O1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =D Importance Factor ( 1 :1.00 Basic Wind Speed ( V 3 125 mp Mean Roof Height h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4=#t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + - End Zonel (Zone 2 + - Corner Zo (Zone 3 + - elnterior Zoe ((Zone 4 + - End Zone (Zone 5 + - 10 20 29 -46 29 -97 29 -97 51 -55 51 1 -68 27 -45 27 -89 27 -89 48 -53 48 -63 50 23 -43 23 -77 23 -77 45 -50 45 -57 100 1 -42 21 -68 21 -68 43 -47 43 -53 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 1 —42 21 —68 21 —68 38 —42 38 —42 1000 — — — — — w Q Of Q C-D � 1-- Z Q Z w 04 IT [N 0 COMPOSITE BEAM BAR T&B @ 12" O.C. THRU-OUT ECAST LINTEL INC. FILL SOLID TO BOND BM LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP ❑F WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A.F,F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE • I. 'HUGHES" WWUO Ill/ADSB EA, S'DE OF TRUSS FA2STEN 545r PLATE W/(2) 3/4" I'IB THRU-BOLTS BOLT TO M45. E.5. (14) Imd E.S. FASTEN SIDE PLATE W/(2) 3/4" MB THRU-BOLTS NOTE-2. "5EMOO' SGP2 NOTE: TY'1111 5TRAP ANCHOR TO MASONRY (UNO) SEM>O TAPR216 (I0) IOd E.S. MAX UL. = 1355 EA, 5TRAP ALL HANGERS LUS26 U.O.N. FOR JOIST TOP @ 11'-4' 2XB LEDGER FLOOR TRUSS BTM, @ 9'-4' B' BLOCK FLOOR TRUSS LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. V•".".' TOP OF WALL @ 10'-0' A.F.F. WALLS B h ZW U ROOF INTERIOR ZM ZONE 3 Ate' CORER ME (D DIE 4 WALL D TMOR ZONE I � NE E� elm ZUE . 003/001 ZONE WDITH lwhr ROOFS PH. (772) 286-3700 FAX (772) 288-4234 e ® OE Roof and Floor Truss System 4175 Martin Highway o0 PaLm City, FL 34990 NOTE, TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. TRUSS PLAN SCALE: 1/4 1)=1 7077 USP C1s D TA o I � i� O d . 0 I 2-4 O.G. EA.STRAP 0 \ \ A 8 a 1 ¢ \C \J C J 1 3K / (u M a \ v \ (n a J) a 7 / / \ NOT - TLJ15 LE (2) �91 i5P 2 � � J oo FG3 GONGRETE TO UJOOD U�JP 1"ITS 215 ON TRUSS FC-�I U USP T420 a 24" O.G. (IO) IOd EA. STRAP (1) EACH SID� '�7 NU 28 H NCsER L J L / L J L L J L J LEG FG1 OWN C -P 0 9' 4w BEARING 7 \ \ m U (3) a WOO �1T RTz TOW 4X4 PLAT OD CST C4 HGu8 J5K CJ3K _ \ N TE # OTE 1) EA 2 H SID C 14=1 V 11 C V2 -1 1/ Vl J L J L J L J L J L L J L J L o OC-1 A D2 2-PLY D1 O E J3D CJ U n THESE RDAs w"? ALL RRCOSED WORK ARE SuCJE"Cs TOr,,RYCO;�ECTIOPIS MFIDF LC'"TORS THAT MAY EE F?:CL SCE. "r IH DER TO COMPLY V iTH /ALL At,,PLIt 44LE CODES. "NW 0 W� =o o � � m J Z J [O aD '.4 DO N W N Z W d 0 z o < 0 N MJ www.GLEAssociates.com AA0002369 111, J R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed k Dated By Registered Professional LO W e,^^ r QCO) W ��\\ // 4" V O (1/ �L 'r � L)Z LL Z L W � NU) / 0101 J 0 � G Z a O ��XI- v 'r � / a 0 v J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5IJILDINCx 150 CASTLEPINES TOIUNHOMES J 0 8 N 0. 04750-00210 I S S U E D A T E: 03/31/04 DRAWN 8Y: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. Elk Ca I U - w (JJ TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8'BLOCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALD 3/4'=1'0' WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. --.x. TOP OF WALL @ 10'-0' A.F.F. �W1v H,* ROOFS WALLS W+l Z"E U 111317 NrEM m✓E E 8 m Em iIx ZOE 8 m cam mE ZX 4 VALL WEIM ZRE ZI E 71 VN.L a" ZQE i RW AMLE • FxG/CaiIER ZQE WEM Palm City, FL - 34490 NOTE, TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS O450 TA 20 10 O550 TA 20 10 OC 800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS O550 TA 20 10 2 STRAPS H 620 TA 20 10 O2840 TA 20 15 2 STRAPS OJ 350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 O3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure Category = Importance Factor (I =1.00 Basic Wind Speed ( V ) =125 mp Mean Roof Height h =18 ft Building Type = nc ose End/Corner Zone Width (a =Fft Roof Angle ( 0) = 23 deg Internal Pres. Coeff. GC i = 0.18 Design Output: Componen 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 1 -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 - 5 41 -48 500 21 -42 21 -68 21 -68 38 -42 38 -42 1000 - - - - - W Q o U Z Q Z w N O COMPOSITE BEAM BAR T&B ® 12" O.C. THRU-OUT CAST LINTEL IC. FILL SOLID TO BOND BM WALL_ LEGEND_ TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A,F,F, \ 2,5/12 CATHEDRAL CEILING NOTE: NOTE " I. 'HUGHEB" WWUC W/AD55 EA BIDE OF TRL55 FASTEN E45E PLATE W/l2) 3/4' 1-15 THRU-BOLTS I/2BOLT TO MAS. E5. (14) I'.Od E.5, FA5TEN SIDE PLATE WI(2) 3/4' MIS THR„-BOLTS NOTE " 2. "BEMCO" BGP2 NOTE: TYPICAL 5'R4P ANCHOR TO MASONRY ('JNO) 5EMCO TAPR2I6 (IO) Imd E.S. MAX UL. = 1355 EA. STR4P ALL_ HANGERS LUS26 U.O.N. <u —u 12'-8" 13'-4" ND TOP OF 5M. + II-4' 8X 4 CONCRETE BEAM BTM, @ 9'-4' x x x U 171 ND x � (U x x x x x x x x x 24' DUCT CHASE x x x (1) USP RT24 x (4) NAILS EACH Ln x 2X8 LEDGER TOP @ 11'-0 1/2 x x x is x x �Z x x V� x FL9 CC DBL, 2X8 LEDGER TOP x r x x x ODD SPACE x x //X4 x x x x x (U J LL — r ao � x x x D x zz� x x x x x J � x x e 1 x x x fU A ` 9'-4' x x n ' 8 24 CONCRETE BEAM BTM. @ :r ------------- 0 in Y[IDEL '/C" 2ND FLOOR FRAP'IING PLAN C 13 —U v —v (2)US= T42,5 EACH 51DE LDER un !Y R USF T,4 C) E,4C6 I D ro X X / o / . x X / / X U U U U U U m U 0 / X ( 11 / / X U U P FT 4T EA SIG 10 'E / / / 4" TWI 155 -O° / X > x / NTR 4Y 2 TO v11 RO /DOU LE 2 2 IHEA ER a 2 '- TT4C O 2X aII"IP ALL ON i- TT SC 1 2X L 16 U L AILS MA 5/ EE)G ANC 10 2° / / - L L J _ - K2 3-PLY ) 2 / IEP E E T U IFT NO L r 2X D WAI JSG Y m J7K K U CJ31C CJ5 8 U ; 33 CJ1K CJ3 tiP CJ1 2 L D E R 9' 4'E1 U J U U , � Z� U U A A b I THESE PLANS A ALL r ^OPOSED WORK AIRE SUBJECT TO �', COF CTIaNS � REQUIREDL"YTHAT MAY ES N2CZ!,1ZAaTTV W G,10ER TO COMPLY WiT'H ALL API L1!'C{' LLE CODES. D C A-4 � TRUSS PLAN A-4 q�-4.2 SCALE: 1/4"=1'-0" W� J � LL7 N J m�M:L ` 00 w o 0 O c r m w voizw`� Z � � p 0 N www.GLEAssociates.com AA0002369 API,-, R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Lr) LJ"I Cl) LLI Ln CS®� ;a ♦r V Z cm LL z L w l-` c r C#) / O O 0 V-:, W W V JL00Za.a) •o p X HUj a J � a v O 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 150 ^TS Un me kxlbt t"I LOr WKNK"I LOT M Lar OASTLEPINES T0UJNI-40MS J 0 B N 0. 04750-00210 I S S U E D A TE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. Am4.2 UPLIFT/CONNECTOR NAILING SCHEDULE TYPICAL UPLIFT LISP MODEL NO. OF 10d NAILS REMARKS 450 TA 20 10 I 550 TA 20 10 Boo TA 20 10 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 OI 2840 TA 20 15 2 STRAPS a 350 TA 20 10 K 1500 TA 20 15 OL 670 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: xposure Category ==D Importance Factor ( 1 =1.00 Basic W(nd Speed (V =125 mp Mean Roof Height h = 8 ft Building Type = tnclosed End/Corner Zone Width ( a )4=t Roof Angle (0) = 23 deg Internal Pros. Coeff. GC i = 0.18 Design Output: Componen Effective Wind Area SOFT. Roof Pressures4—=-4+,Wne Wall Pressures PSF Interior o (Zone 1 + — e End Zonenterior (Zone 2(Zone + —+ Zoe 4 —2 End one (Zone 5 —4 —120 27 —45 2 —8948 —53 48 —63 50100 21 —42 21 — 843 —47 43 —53 200 —42 1 —-500 21 — 2 21 —683 —42 38 —421000 — —-777— Of .'in, Y:: C O.C.1 LA =—PRECAST LINTEL CONC. FILL SOLID TO BOND BM • u 011► COMPOSITE BEAM WALL LEGEND - TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. j$$ TOP ❑F WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE 0 I. "HpUGHES"gWWl1G W/AD9B EA, 6�CIE OF TRUSS FA5TFN. ?O MALA TSWR2) 3/4' MB THRU-BOLTS (14) Imd E.S. FASTEN SIDE PLATE W/(2) 3/4' MB THRU-BOLTS NOTE . 2. "SEMCO' 5GP2 NOTE = TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMOO TAPR216 Clm) Imd E.5. MAX UL. = 1385 EA, STRAP ALL HANGERS LUS26 U.O.N. WALL-LEGEN-D TOP OF WALL @ 9'-4' A,F,F, Xx K XXXXXXXXX TOP OF WALL @ 10'-0' A.F.F. WALLS h S 6 "' Q ZONE b ROOF INTERIOR ZONE ® ZONE 21 ROOF END ZONE Q ZONE 31 ROOF CORNER ZONE (a) ZONE 41 WALL INTERIOR ZONE ® ZONE 5 WALL END ZONE a ROOF ANGLE a END/CORNER ZONE WIDTH GABLEZHIP ROOFS 10'<9S PH, (772) 286-3700 FAX (772) 288-4234 \\\\LI \ Roof and Floor Truss System 4175 Martin Highway o0 Palm City, FL 34990 N❑TEI TRUSSES SHDWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO. OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS MUST BE PLACED DURING ERECTION PROCEDURE. 13'-0' 13'-0" m N TRAY ❑PTI❑ N 0 I cV -0 4' F 6 1 3 16EEP FLAT RD, ' x x x x % x 13'-0" T x r Ic x x (,J x x x x x x x x x FL22 ALL FLOOR TRUSSES "' x x x (U USP RT24 x x x (4) NAILS EACH FL21 o x x x % x x D5L 2X8 LEDGAR ANCHORED TO MAS W� IN CONC FILLED CELLS WITH 5/8' RED H AD x % % WEDGE 5OLTS AT 12' O.G. STAGGER TOP ND 50TTOM N x f4 x x x W55860, MIN EMIBD w 2-3/4' INTO MAS BRN'G WALL x x x 1/2' x CD 5ELOw x x x x x x x 4'-2" x x x FL19 % x El 11 x x FL18 % x x x M FL17 x x N x — x x x x x Cl r x � LP x x x x L F63 x r x x DBL, 2X8 LEDGER TOP @ 11'-0 1/ x 24' DUCT CHASE x x x c I x � X x P N r x x 8 LEDGER TOP @ 11'-0 1 2' x - FL13 10 I F62 7 I ESE PI ^F CI REQUIR N1AYE ME„�„ D�� COMPLY 2Na FLOOR FFRAMINCS PLAN D .ou... w•., .� A-4 14 � 1 i nv%av vsomn A-4.3 % SCALE: 1/4 ))= 1 '-0" 0 W0 O N J mMM�d p 0-' W O :250 0 W V) z Z O O 0 M www.GLEAssociates.com AA0002369 ✓d R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LC) UJ 0 LU L0 V cc 'a T O �}.�/.� r M _ V/ 0 V i Z Ln w ® a 0 J W > U Ln O a� 11.117) a. J m r X .•.+ � aLLJ U O J ' Cc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDINCa I50 F=EI�2 3CU;jlrji% CASTLEPINES TOUJNHOMES J 0 8 N0. 04750-00210 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D 8 Y: OT SHEET TITLE TRUSS PLAN SHEET N0. A4.3 WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F.F. FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NO-F "HUC:HES" WWUO W/4D5B EA, SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4" I'IB THRU-BOLTS 1/2" BOAT TO '14S. ES. (14) Imd E.S. FASTEN SIDE PLATE W/(2) 3/4" NIB THRU-BOLTS NOTE ° 2, "SEMCO" Sr F2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEP'ICO T4PR2I6 (Im) IOd E.S. IAX U.L. = 1355 EA, STRAP ALL HANGERS LUS26 U.O.N. PH. (772) 286-3700 FAX (772) 288-4234 ® D -&()57 9 o Roof and Floor Truss System 5 2z 4175 Martin Highway 00 Palm City, FL 34990 NOTE, TRUSSES SHOWN ON THIS PLACEMENT PLAN ARE A COMPONENT PART OF THE BUILDING AND SHOW TRUSS LOCATIONS PROPER ERECTION, TEMPORARY AND PERMANENT BRACING DESIGN ARE NOT THE RESPONSIBILITY OF THE TRUSS CO, OR THEIR ENGINEER. LATERAL BRACING SHOWN ON THE INDIVIDUAL TRUSS ➢RAWINGS MUST BE PLACED DURING ERECTION PROCEDURE, FOR JOIST TOP @ 11'-4' 2X9 LEDGER FLOOR TRUSS BTM, @ 9'-4' 8' BLOCK FLOOR TRUSS AND LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE. 3/4'=1'I1' WALL_LEGEND I TOP OF WALL @ 9'-4' A.F.F. `.`."."."■`.` TOP OF WALL @ 10'-0' A.F.F. �HIP ROOFS -_I WALLS h Q ZIX L Riff I14TOMP EX ® mE a Roll EHII ZEE ZX 3 Rob CURER ZQE ZDNE 4 WALL 017MIR ZDNE ZUE 5 WALL END ZRE s RUF ANGLE . EN➢/CMU ZRE WIM UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS OA 450 TA 20 10 BO 550 TA 20 10 OC 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS GO 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS O350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 NO 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 QQ 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure a egory = 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 (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Wind Areane SQ.FT. EffectiveN23 ior Zoe 1) — End Zone (Zone 2 + — Corner Zo (Zone 3 + — a nterior Zoe (Zone 4 + — End Zone (Zone 5 + — 10 —46 29 —97 29 —97 51 —55 51 —68 20 —45 27 —89 27 —89 48 —53 48 —63 50 —43 23 —77 23 —77 45 —5045 —100 —42 21 —68 21 —68 43 —47 43 —53 200 —42 1 —68 2 —53 41 —45 4 —48 500 21 —42 21 —68 21 —68 38 —42 38 —42 1000 — — — — — w Q a � cD Z Q z LLI OL (V O COMPOSITE BEAM BAR T&B © 12" O.C. THRU-OUT ECAST LINTEL INC. FILL SOLID TO BOND BM 11 � TRUSS PLAN A-4.4 % SCALE: 1/4 lf =1'-0" WORK ZLT0'R THAN I00E TO www.GLEAssociates.com AA0002369 .l �RI•' S) . R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LO LO W oCD w Rif_ V M LC) � O Gi 'z- C p = O 0 30. Z LO W OF — r. r. r U! J Clio) > V LU p as Ln J J LU Ii y Q 0 a v J Cc KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING IE70 MOM 01 tore I LOT a I for I r�r uJ for GASTLEPINES TOLNPOMES J 0 B N 0. 04750-00210 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. al' TYPICAL MASONARY BOND BEAM CONCRETE LINTEL 'CASTCRE-_. SEE LINTEL SCHE FOR REINFORCIN AND FILLING, IF F CONCRETE BLOCK WALL FILLEIWW�R JOppAMBS f W/ ICONIC B' x I6' CONIC. BEAM BLOCK BOTTOM OF NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) :AST CONC. DY SUD-CONT. 2 • S STRUCT. STEEL BAR! VERT. TIED TO FOOTING PAD ONG FILLED HALF COL. WHEFE Ill (NON STRUCTum) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. PRECAST COL LINTEL DETAIL I' x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ .099 X 1 1/2' SM Co' O.G. ALL WINDOWS INSTALLATION SHALL FOLLOW MANOR SPECIFICATIONS. WINDOW BUCK DETAILS BOND SM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R t JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS a 12' O.G. TYP ARCH WINDOW OR OPEN'G 2x 4 ON FLAT ® 24' OC. TYP 5/B' CDX PLYWD. NAIL'D W/ 8d NAILS a 6' O.C. 2x 4 HORIZ. a 6' O.C. CUT TO FORM RADIUS OF ARf 8x COL OR FILL'D CELL EA. OF OPEN'G SEE ARCH FRAMING DET STUCCO FILLED CELL W/ (U M5 EA SIDE JAMB (TYP) LAG SCREW PER MFG DATA WOOD OR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3836, MIN EMBD 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' ABO FF. MAX SPACING STUN ANCHORS 36' GARAGE DOOR ANG4 40R DETAIL B' x 16' CONC. BEAM BLOCK B' x 12' CONC. COL. W/ (4) 05 4 03 TIES a 12, O.C. (1) 45 BAR VERT. NEIG;I4T CHANGE DETAIL STUCCO SEALANT 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 16 BOND BEAM CONIC FILLED WITH (U • 5 SECTION ANCHOR TO MASONRY WITH le) IQ' RA WEDGE a 1/4' STE SIDE A) FL DOLT WITH In'. DOLTS GIRDER TRUSSES Wlh t1 TYP. ANG—IOR FOR PATIO GIRDER TRUSS TO MASONRY PIFR (FILL SLOCIG COL'S SOLID WITH GONG.) STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (5) 10d GALV COM 1P EACH VERT STUD Did GALV COM EA STRAP AND BOT EACH VERT STUD ALIGNED WITH TRUSS ABO ATTACH 2X8 Pt GONT SILL PLATE t0 MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONIC 2/1/27 OR ANCHOR WITH HILTI SDM-12-536 PIN (METRO DADE PROD APP NO 90-1209MOS) PROVIDE (2) PINS STUN EACH STUD KNEE WALL TO MAS FILLED CELL W/ (1) S EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMS FOR 1' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS ANCHOR DOOR JAMS TO BUCK WITH (2) 010, 1' FROM EACH END, 24' O.C. EXT. DOOR ANGa 40R DETAIL STUCCO SEALANT IO ANCHOR DOOR JAMS TO SUCK WITH (2) •10, 1' FROM EACH END, 24' O.G. 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TEERNUUSS 4'-0' O.C. ENTIRE SLEI TH OF 8C5S8C TRUSS x yy��RR ppiRpp qqgg 2, FOR OVERFiANGPOVERLa / Y�_2 , ' X 4' RA RUN 6'-0' O . 2' X 6' VERT. a 24' O.C- GABLE END TRUSS MTL. STRAP a 24' O.C. Do I/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD a 40' O X S FASCIA FLAT G,45LE END BLOCK WALL DETAIL TYPICAL FINISHED CLG 1/2, GWB 2x STUDS a 24' O.G. A.H.U. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER Is 3 LOC. TOP 4 SOT. 2x 4 STUDS a 24' O.G. 4- 16d NAILS PER CONNEC. FINISHED FLOOR NOTE: SEE A/C PLAN FOR LOC OF DUCTS 4 RETURN AIR. ANU STAND THESE PLANS A0 ALI PPOnOSCD WORK VRE SUSPECT TO f:,�°aY CO�!�'. ' "ONS REQUIRED V R"1 vKf' 7-rPLC d O NS THAT MAY LE NI=Z S,`,'3' IN 070"D TO COMPLY WITH s'LL kkly� .�Zk I..:c CODES. FILLED CELL W/ (1) #5 EA SIDE JAMS (TYP) I' X 4' PT WD BLOCKING OUTSIDE WOOD TRIM 2' X 6' PT WO BUCK ANCHORED TO MAS WITH TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMS FOR 8' DOORS SGD DOOR ANG401R DETAIL SLAB 0 WJ � � N M Mad Jm d ZQ N � c0 0 w p 0 O H O � f� W = w N O Z � O O N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Lr) ua ®_ W Y♦ T V 0 (D = t ch ® = C Ln v � C 0 Z�cq W�`-`� � c)/ O Q W W 0 JV®aQr 010 "i XLLI Ha —1r a-+ m Lu a v cn 0 J Cc KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00210 ISSUE DATE: 03/31 /04 D R A IN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS SHEET N0. AN 5 TOP PLATE ANCHOR /Ii� AT EACH STUD —/ STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE 2 X F.S. 2 X WOOD STUDS a I&' O.G. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X -I' LONG 70P PLATE ANCHOR K:WIK-BOLTS a 48' O.G. OR AT EACH STUD A8 /311 X 300 SST/REDHEAD MUD SILL POWER FASTENERS *1524 SDC ® 12' O.C. BEAFfi,ING UJ/4LL DET,4ILS PRE-FAB WD. TRUSS PRIM. TRUSS MANUF'D.SPACE •24' O.0 2 X TRUSS BRACING ATTACH'D TO TOP OF BOT. CHORD W/ (2) 16d NAILS PER TRUSS. PROVIDE SIMPSON HETA 20 (14) I0d EA TRUSS STRAP BENT OVER TOP CHORD (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND BM TYP. 8' CMU. WALL ALT. PRLU55 STFRAF GYPSUM WALLBOARD---_ SEE ENERGY CALCS. FOR INSULATION - PROVIDE SEMGO RTPGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD W/(3) Ibd NAILS 4 TO DBL SILL PLATE W/(2) Ibd NAILS 4 TO CONT. CANT BLOCK W/(3) Ibd NAILS 4 TO TRUSS W/(6) 8d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK---� TRUSS BOTTOM CHORD--- CEILING INSULATION SEE ENERGY CALCS. (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/0' EXP I PLYWD SHEATH'G W/8d • 6' O.C. EDGE 4 FIELD 4' O.G.. CRNRS PROVIDE SIMPSON MTS STRAPPING EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS W/(8) IOd NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND BOT. FASTEN WITH l8)IOd NAILS 2 X b WD STUDS a 16' C/C LATH FASTENED BY GAL NAILS W HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER SGL FT. BOT PLATE (2) 2 X b CONTINUOUS KNEEUJALL PETAL A2--:Z:Z SIMPSON SP4 COM EA SIDE FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE SIMPSON MTS STRAPPING W-SON H8 STRAPPING ITH (5) IllFOR TRUSS AI WITH (5) I0d FOR TOP PLATE WOOD HEADER (DIMENSIONS VARY) SIMPSON LSTA STRAPPING (12) 10d EA. STUD 5fRN'G WALL HEADr=S DETAIL CONC. TIE BEAM PROVIDE SIMPSON SP4 w/ (6) 10d NAILS (4 EACH SIDE) 2x6 WD. FRAME WALL (STUDS o 16' O.G.) 2x6 PLATE PROVIDE 30* FELT MOISTURE BARRIER SIMPSON 1/2' X 8' WEDGE BOLTS 24' O.C. MAX. (EMBEDMENT 6') 8x8 GONG. FILLED CELL W/ (1) 05 R.B. VERT. CONT. TYPICAL CONC. BLOCK WALL Ef;;�,41"IE WALL/5LOCK CONN. IGH RIB METAL LATH 2EEN VENTS 6 8' OC PLATE NON -BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS A 24' OC 1/2' GYP WALL BOARD EACH SIDE INSUL WHERE INDICATED ON PLANS SEE ENERGY CALCS. MR. WALL SECTION EDGE NAILING INTERMEDIATE NAILING BOUNDRY NAILING • COFNER NAILING ROOF FLOOR 8d 9 6O.G. 10d + 6' O.C. 8d IN 6' O.G. 10d o 10' O.G. Sd o 4' O.C. 10d * 4' O.G. 8d m 4' O.G. NO NAILING SC+4EDIJLE SEE ENERGY CALL. PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON GONG BLOCK 1/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR MAS WALL: 12 55 REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB DET/41L-T��' J�1„IB SCALE: 1 1/2' MARBLE SILL W/ 1/2' OVERHANG UJINDO,U SECTION RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX 1 X 3 PT NAILER qT THESE PLANS AND rI.I. PROPOSED WORK APE SUE ZI-Gr , : 'l COPIRZCTIONS REQUIRED `f MIZs;". µ'r%E :TO S THAT MAY CE RECESEAINY IN ORDER TO COMPLY W6 6 AIL S'PIIr Ll USLE CODES. 0 W-zc J � � o o m Z � J t0 00 w ^ u) o :5 W N Z W s n Q O X o a < 0Z 0 N www.GLEAssociates.com AA0002369 ARR. 0, z3r R. QUINN TURNER Drawing Not Valid Urines Signed, Sealed & Dated By Registered Professional L0 to W ® W u 0 4 r CollZ �LL ♦ n V_ 3 ZC%i LO V-- (j) > 0 O D W W L) J r ® ®LLJ aQ 0 ,m X =5 J 0 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 �►�[��►�>19[C][IP►G�Ik\I� J 0 B N 0. 04750-00210 I S S U E D A T E: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. A m 6 m METAL TRUSS ANCHORS EA. END EA. TRUSS SEE ENERGY CALCS FOR INSULATION TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' ❑C• 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 CO 5/B' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES DBL• 2X8 PT. W/ 5/8' X8' WEDGE ANCHOR AT 24' D.C. 1X3 FIRE STOP 8' C•C. HOR _ TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC• PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE- SEE FINISH SCH SLAB AND FOOTING SEE FOUNDATION PLA ELEV.0' 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 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' EA AS SCHEDULED 2 X 8 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH PROVIDE 6'X24' SOFFIT VENT @ 6'-0' O•C, SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ, TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. BEAM ~ 10'-B' AS SCHEDULED CEILING HEIGHT +9'-4' AS SCHEDULE TYPICAL DOUBLE TIE BEAM CONST B'X16' POURED CONC TIE BEAM W/ (1) #5 REBAR TOP (1) #5 REBAR BOTTOM CONT #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR• RAISED STUCCO BAND SEE ELEVATIONS GRADE VARIES REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. 2 STORY T`rf=1CAL WALL SECTION (END) WALL SECTION USED ON 'C' B "D" MODELS 2'x8' WD. HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM -� 2'X12' WD. WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) TRUSS L BRACKET W/2-1/4' BOLTS VX RISER 1 " 2'x12' W➢. 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 WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAILS USED ON 'C' 4 "D" MODELS IX8 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 SLAB AND FOOTING SEE FOUNDATION PLAN ELEV•0' CONCRETE ROOF TILE INSTALL PER PRODUC7 APPRUVAL 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) _1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF 2 X 8 SUB FASCIA SEE PLANS , 1 X 6 WOOD FASCIA -b 1 X 2 CONT DRIP FRAMING GALV METAL ➢RIP FLASH ENTRY AND PATIO CEILINGS, 5/8' STUCCO OVER HIGH RIB METAL LATH - PROVIDE ALUM. SCREEN VENTS @ 8' ❑C IN SOFFIT - SINGLE BOND BEAM W/ (1) #5 CONT. (NOTE, PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. RAISED STUCCO BAND SEE ELEVATIONS ELEV,O', G RADE VARIES a' a REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. EXT. WALL SECTION 1 4 SPAN #5@6'D.C. (1) #5 REBAR NOSING TYP. 11 r' OVERLAP REBAR 24' AND TIE 1 �� I #5 REBAR 12'TOP 6 #5 6'BOTTOM EQUALLY SPACED #4 REBAR @ 10' O.C. �k—k- TYPICAL SLAB CONSTRUCTION / 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH EXTERIOR STAIR DETAILS USED ON 'C" E 'D" MODELS SEE ENERGY CALCS FOR INSULATION Tvo TUT CI G Cf1NSTRIICTTf1N 1 HOUR FIRE RATED PLYWOOD RAKE BEAM PYRO-GUARD 4' FROM / MIN B'X12' POURED CONC TIE BEAM W/ (1) #5 PARTY WALL EACH SIDE RB TOP (1) #5 RH BOTTOM CONT. EXCLUDING HEEL CONDITION TYPICAL TIE BEAM CONSTRUCTION RAKE BEAM TOP OF BEAD' AS SCHEDULED ON PRE FAH ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP 8'-0' O.C. MAX 44' X 44' X 12' CONC. STAIR PAD W/ (5) #5 REBAR EACH WAY NOTEITHE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' DC, PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS, BASE- SEE FINISH SCH 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 LEDGER CONSTRUCTION RE DUUBLL FT2 12 SECUD BEAM W/ 5/8' SIMPSON WEDGE BOLTS EVERY 12' O.C. TYPICAL INT. BLK WALL CONSTRUCTION WITH 2 HOUR FIRE-WA=— UL TEST NO. U905 TYPICAL INT. BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. SEE T1'PIC,4L P,4RT`I' WALL (MIDDLE) WALL SECTION USED ON CH) MODELS 90 DEGREE # 5 REBAR VERTICAL BOND BEAM (1) # 5 REBAR TOP (1) # 5 REBAR BOTTOM RAKE BEAM MAS BLOCK WALL ELEV.0', 01.IDn THESE PLANS AI*i°D ALL PROPOSED WORK ADE SUEJECT'D',": 5' C0PM'.7CTIONS REQUIRED WY (yt Is"�� LCTMS THAT MAY EZ ttlaCn=� � ➢� I IN ORDER TO COMPLY V1ITI I AoLL PLICADLE CODES. (4) # 5 REBAR RAKE BEAM MIN. 8'X12' POURED CONCRETE VERTICAL TIE (1) #5 TOP AND (1) #5 BOTTOM REBAR TO VERTICAL 8'X12' CONCRETE COLUMN TO (4) #5 REBAR, #3 TIED @ 12' D.C. WITH 90#5 REBAR, VERTICAL DISTANCE SHALL NOT EXCEED 24', AND THE MAXIMUM HORIZONTAL DISTANCE SHALL NOT EXCEED 36'. REBAR TIE BETWEEN BOND BEAM AND RAKE BEAM DETAIL WALL SECTION USED ON (H) MODELS www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional uj W r 0 W LO V �L cc Ln � 0 !_ 4 U Z c LL rn 2 V Z U W O11-- c r N W > OJ Z UL OX'-V a/ dQ � Lu co � N t— a caj 0 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. Am7 MEMO 11111111111110 MEMM in 1■-. -.-■ LOAD CALCULATION A/C r 100 x 15 KUS FIRST 10 KUS. a 100% — 10.0 KWS REMAINDER • 40% 11.9 KWg 412-11$ •2S.1XA • 11.9 TOTAL 2%4 KWS 29A KUS X 1000 122 AMPS 240 PROVIDE: SO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1683 SOFT. X 3 UTS/SOFT. 1000 SO l MODEL D PANELELECTRICAL m�� O©®Em omm IIIIIIM EIMM 0111111111111111��m�� MEN LOAD CALCULATION A/C • 100 x 15 KUS FIRST 10 KWS. • 100% — I" KWS REMAINDER • 40% 1®-1 KWS 463-20. 26.1 XA•10.1 TOTAL 28.2 KWS 31,6 KUS X 1000 lie AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1486 SOFT. X 3 UTS/SOFT. 45 KWS 1000 3-1/0 THUIN CAL M 1 1/2' CON. 1 04 THUN CU TO 2-8/8' X e' LONG GROUND DRIVEN ROD PER NBL.— MODEL E ELECTRICAL LEGEND -¢- SURFM:E IQIINTED L lfr C7RD:NER PNEL 141- VN MUNTED LI13R L-'J ELECTRIC EETER 0 RECESSED MW HAT 0i MAIN ➢ISC WCT PAK WLOUj RECESSED VAMR PRmF L W Q.I DEDCATED DISCRIKCT PAK 0— SURFACE IQIMTED FLUORESCENT FIXTURE RDITED VIBE TELEPHONE CRECESS = Fl-UGRESCENT FIXTURE .NIX ®TELEVISIDI NEAT LNP/ EIDIRUSi FM CIXHNwTIDN JMX r, INTERCOM L®S SECURITY SYSTEM .ISI Mm SOX m �y EMMIST FM JLJ��I ZJ CHIMES �Y "M K LORRINO FIXTURE O THERMOSTAT SNITCH TVIM RELAY 3 WAY SWICH �❑®( (SL) WINE DETECTOR 49' N WAY SNITCH MWE DOOR 131 N E 44^ MI R SWITCH -0 MM MITTONimi DR OPENER FM -El PUSH RITTO NM iR OPENER �PMILE 44r TM SWITCH aNg WEATHER MIT SWITCH OWDRU U RECEPTAELE DEDICATED Fill _� FIADt RECEPTA:LE � nuPLEX RECEPTACLE uonm SWMH ACTIVATED RECEPTACLE Oet WEARIER MlD RECEPTACLE EN -VOLT RECEPTA C 131"D FNLT MTERIIIIPMR RECEPTACLE M TO FPL FOWER CO. W-11 ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1 /8"=1'-0" ©©® M©=: = ��. •• mMIMME om all mmm ---. - WIMM .. - ..., mm0 0��0 M1 Emu I ma MI Mm© - Mmm0 - - - - mom . _ mono M-.---0-. —ME - 1111111 ME_—_ ®-. -©-. - mmu- MM E MI DOm I 0 0 MM 1=11111 MGM MI 011111111 MI LOAD CALCULATION A/C • 100 z 15 KWS FIRST I0 KUB. • 100% — 10.0 KWS REMAINDER • 40% 122 KWS 41.8-MIS . 303 XA•122 TOTAL 211-1 KU S 29.1 KWS X 1000 • 124 AMPS 240 PROVIDE: SO AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SOFT. X 3 WT8/SOFT. 1000 Sb KLUS NI MODEL C THESE PLANS AND M"." J. PROPOSED WORK REQUIRED21 '.` ;., T'7L"U'V0STHAT MAY EE GIRDER TO COMPLY WITH ALL p PImL20LE CODES. ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC W0 J � LfJ N m M Q N] d 0 O VW 0 W o VW N Z d' ¢ O X M O N www.GLEAssociotes.com AA0002369 T rl d, R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Uh UJ Lu Y � v- 0 G•± r z o MEL V LO '- 3p. S Z L W o c r N J W > V c) z 0 a LO x cn O C•) J t0 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 IE70 NICDm ■ H hWP=tLm LOT' ! mom LOT W FK.OlL 0LOT LOT 04 MK2oEL C LOT SD GASTLEPINES TOLllNHOMES J 0 B N 0. 04750-00210 ISSUE DATE: 03/31/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. E 01 m 0 W ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO POLE TRIP KW DESCRIPTION WIRE I 3 2/50 �5 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 fo 8 2/50 12.0 RANGE M6 1 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 DRYER 010 11 1/20 1.0 REFRIGERATOR 012 13 1/20 lti MICROWAVE (OPT.) h2 14 I6 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER h2 11 1/20 1.5 SMALL APPLIANCES (GFI) h2 18 1/15 0.5 INTERCOM OUTLET (OPT-) N2 19 1/20 151 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 45 GENERAL LIGHTING 74 22 1/19, GENERAL LIGHTING (WI) 014 23 24 I/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 1.2 FAN OUTLETS 012 34 35 1/20 1.0 GARAGE POOR OPENER 012 36 1/20 5ATHROOM REC, 012 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE PETECT. 4 5ATHRM. LIG TM2 39 SPARE 40 SPARE 41 SPARE 42 SPARE SU5TOTA 2L 32 K.W. TOTAL CONNECTED LOAG261 K.W. SUI3T0TA 2L 35 KLI. LOAD CALCULATION A/C 6 100 % 1.5 KWS FIRST 10 KWS. 6 100% 10.0 KWS REMAINDER 6 40% 10.1 KWS 46.1 - 20 = 26.1 X .4 = 10.1 TOTAL 252 KWS 31.6 KWS X 1000 - 11s AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 SQ.FT. X 3 WTS/SQ.FT. 45 KW6 - 1000 ELECTRICAL LEGEND -� SURFACE MOUNTED LIGHT 0 BREAKER PANEL WALL MOUNTED LIGHT ELECTRIC METER RECESSED HIGH HAT o-1 MAIN ➢ISCONNECT PANEL FO, []-1 DE➢ICATE➢ DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE dC`_-- SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE Fa-0 EXHAUST FAN COMBINATION r TELEVISION JACK HEAT LAMP/ INTERCOM FLOOD LIGHT JUNCTION BOX SECURITY SYSTEM EXHAUST FAN OH CHIMES �g TRACK LIGHTING FIXTURE O THERMOSTAT 44 SWITCH RD TIMER RELAY 4'f 3 WAY SWITCH SMOKE DETECTOR 64a 4 WAY SWITCH GARAGE DOOR OPENER b¢A DIMMER SWITCH PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER -0 PUSH BUTTON -GARAGE DR OPENER 44�_ TIME SWITCH -643 WEATHER PROOF SWITCH OUADRUPLEX RECEPTACLE e' DEDICATED RECEPTACLE - FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATE➢ RECEPTACLE WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLE �Fa GROUND FAULT INTERRUPTER RECEPTACLE u o 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) THESE PLANS p,' 0E SUB3ECT TO " nti'CTIOW REQUIRED�.� x, a6�al'`��,,wT'C�STHi MAY BE ? �'> ti.at GaDER TO COMPLY %jITIi G.°��L + 'IC&ELE CODI ELECTRICAL PLAN SCALE: 1 /4"=11-0" A/C COMP z 0 W� N J o6LO QD00 LO 5 o O w n z w < z CD oo< 0 N I"] www.GLEAssociates.com AA0002369 ___ a_ Ap t2 -0 a �, R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional LA W 0 W ca -a W) - 0 4) .a 0 _ co W CDa � ti � � Z W O11-- N J W > V � Lu = a O uj J m X _j II— N � ~O a t� J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 NO. REVISIONS DATE I 5UILDING 150 of 1LffWILWWIWT54I=W CASTLEPINES J 0 B N 0. 04750-00210 ISSUE DATE: 03/31/04 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.1 ELECTRICAL PANEL NO IP KW DESCRIPTION WIRE NO PIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. *a 6 8 2/50 12.0 RANGE 06 1 9 2/20 2.0 DISH WASHER/DISPOSAL 012 10 12 2/30 5.0 DRYER 010 11 1/20 IID REFRIGERATOR 012 13 1/20 IS MICROWAVE (OPT-) 012 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER fl2 11 1/20 15 SMALL APPLIANCES (GFI) fl2 18 1/15 05 INTERCOM OUTLET (OPT-) 012 19 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 g6 GENERAL LIGHTING 014 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 012 34 35 1/20 10 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. fl2 31 SMALL APPLIANCES (WI) 38 1/20 SMOKE DETECT. 4 13ATHRM. LIGHT 012 3S SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 243 K.W. TOTAL CONNECTED LOAD: 41.8 K.W SUBTOTAL 235 K.W. LOAD CALCULATION A/C a 100 96 -1B KWS FIRST 10 KWS. 6 1009e 10.0 KWS REMAINDER o 40% 122 KWS 41.8-I15=303X.4=122 TOTAL 29.1 KWS 20.1 KWS X 1000 - 124 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1841 SQ.FT. X 3 WTS/SQ.FT. 5h KJJJS 1000 3-1/0 IN I I/' 104 T 2-5/0 GROL ROD CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1/4 77= 17011 TO BE AFC PRO ECTED (00) NEC THESE PLANS WORK R E 'laurf" r t"N'i �i' at THAT REQUIRES �� 4i.,1.u�16� � t�PLY �? p " CCU S. -a Cfl f w,,, 1P 0 uj00 J � � N d m M Ji `c! 06 0 w o 0 or-o<rr; N CD Z O d. w 0 N www.GLEAssociates.com AA0002369 R. aUINN� TURNER Drawing Not Valid Unless Signed. Sealed & Doted By Registered Professional Ln W 0 W �T�0ai� T z 0 V Z W O - � co') J W V J�ozQ,a� 0 auJ Lc)V.- X H a J � a v 0 CID KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 150 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00210 ISSUE DATE: 03/31/04 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 TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER w 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 120 RANGE �6 1 9 2/20 20 DISH WASHER/DISPOSAL M2 10 12 2/30 5ID DRYER 010 11 1/20 1.0 REFRIGERATOR M2 13 1/20 15 MICROWAVE (OPT-) 442 14 16 2/25 45 HOTWATER HEATER $10 15 1/20 15 WASHER 012 11 1/20 15 SMALL APPLIANCES (GFU 012 18 1/15 05 INTERCOM OUTLET (OPT-) 012 M 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 5.0 GENERAL LIGHTING M4 22 1/15 GENERAL LIGHTING (GPI) $14 23 24 1/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 1.2 1 FAN OUTLETS M2 34 35 1/20 Io GARAGE DOOR OPENER M2 36 1/20 BATHROOM REC. M2 31 SMALL APPLIANCES (GPI) 38 Il10 SMOKE DETECT. BATHRM. LIGHT M2 39 SPARE 40 SPARE J i 1 T I TO DOLLNSTAIRd SWITCH � II / VF' I �, II% J II s� s 1` ALL BEDROOMS OUT E 5 ARE REQUIRED TQ BE AFCI PROTECTED (2002) NEC F Ci-ta!/ ! A I al Ai l L- 0C m. ,N THESE PLANS AN" Via°: L PROPOSED WORK CIE SUBJECT AID I! V DOS"~OTIONS RE04�IR' : '°a 6 s� d.(`; P z 1- �Fi;WRSTHAT MAY E tcE f: = T' IN ORDER TO COMPLY MATH ALL o. ','L;CA3LE C005S, ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC A/C COMP p uj� J ^O to N d m r M 00 06 Z � J c0 00 W V Z W z o=< O N www. GLEAssociates. com AA0002369 cl- R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional 11) W r Q U) W _ U m Y// � O /� (i) �L !� p = O V nj ui LL O � ■— `� N 0 oLc) J oza� W a .� Ln J J M1.1.1 �NLu�ao � J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 150 �� dlw J 0 B N 0. 04750-00210 ISSUE DATE: 03/31 /04 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.3 w t ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE POL TRIP KW DESCRIPTION U RE I 3 2 15 AIR HANDLER b 2 4 5 2 A/C COMP. 08 6 8 7 120 RA WAEaE Ya 1 9 2/20 2.0 DISH WASHER/DISP08AL 02 10 12 2/30 5ID DRYER MD II IRO 1.0 IREPIRJGETRATOR M2 13 IRO 15 MICROWAVE (OPT.) 0T2 14 16 2/25 45 HOTIUATER HEATER 90 R 00 15 WASHER 'R 11 IRO 15 SMALL APPLIANCES (WI) 912 IS I/IS 0 INTERCOM OUTLET (OPT.) s2 19 IRO 15 SMALL APPLIANCES 42 20 IR0 15 SMALL APPLIANCES OU 21 LID 45 CXETNEIRAL LK#ITING 014 22 We CsENERAL LIGHTMG (OR) 014 29 24 IA5 GENERAL LIGHTMG N4 25 26 21 28 29 30 31 92 33 IRO 1.2 PAN OUTLETS M2 34 38 IRO IID GARAGE DOOR OPENER 012 36 IR0 5ATHROOM FEC. M12 31 SMALL APPLIANCES (OPI) 38 IR0 SMOKE DETECT. 4 15ATWIIK L 2 39 SPARE 40 SPARE 41 SPARE 42 SPARE 81$TOTA 2L 32 KLI. TOTAL CONNECTED LOM461 K U, 811OTOTAL2" Ku LOAD CALCULATION A/C ® 100 % i5 KWS FIRST 10 KW5. ® 100% 10.0 KWS REMAINDER m 40% 10.1 KLL15 46.1 - 20 w 26.1 X .4 w 10.1 TOTAL 282 KUr, 31A KWS X 1000 INS AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14W SOFT. X 3 WTS/SQFT. 45_KW5 1000 I 10 D E L E ELECTRICAL LEGEND SURFACE MOUNTED LIGHT Cm-9110BREAKER PANEL I¢- WALL MOUNTED LIGHT y., 1=1 ELECTRIC METER 0 Ili MAIN DISCONNECT PANEL RECESSED HIGH HAT F 1 Q.J DEDICATED DISCONNECT PANEL VPL�J RECESSE➢ VAPOR PROOF LIGHT ROUTED WIRE 9D=— SURFACE MOUNTED FLUORESCENT FIXTURE TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE � JACK u HEAT LAMP/ EXHAUSTTELEVISION D FAN COMBINATION II lJ INTERCOM ($ FLOOD LIGHT ® SECURITY SYSTEM JUNCTION BOX IL�II EXHAUST FAN ZJ CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT SWITCH TIMER RELAY �F 3 WAY SWITCH (^�`� SMOKE DETECTOR 4 WRY SNITCH GARAGE DOOR OPENER 49A DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENERPADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER 44- TIME SWITCH 491 WEATHER PROOF SWITCH DUADRUPLEX RECEPTACLE DEDICATED RECEPTACLE FLOOR RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATE➢ RECEPTACLE WEATHER PROOF RECEPTACLE 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 3-1/0 THUAN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X 8' LONG GROUND DRIVEN ROD PER N.E.G.— TO FPL POWER CO. rya ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) is /7± ELECTRICAL PLAN SCALE: 1/4 1)Z__1'-0 1) :OMP A/C COMP THESE PLANS '„ ° ^• ;DSED WORK �4RE SUBJE�', 1 , ': ; ' e~ REQUIRED Eu MAYBEF�, COMPLY WWII, BODES. ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC 0 DO N m UD00 w p uJ S m o w n CD w d Z o < a 0 N n www.GLEAssociates.com AA0002369 APR-0 1 22 R. WUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional Lr) LO W � 6 CO) C � 6 m cc -a Lc) r O 4) V Z r 30 o c' W O = N V) > 0 L W C.� ��0Za4) O a _ L J J m T.-yy a v cn OR J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDINCs 150 I Lrn 1� LOF M LOT R LOT Ill LOT CASTLEPINES J 0 B N 0. 04750-00210 ISSUE DATE: 03/31 /04 D R A INN 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.4