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HomeMy WebLinkAboutPLANSI' 4" 2' 3" I 9' i0" 2'-3" I'-4'1 13'-8" 1_4" RO.211/4'X63" I I I RO.211- "X63' / I 'i135SH 1 �J355H n R n R - nn ' I I = X; x 1 n � COVERED PATIO VAULTED CL'G 1 m I O 1 1 16'_01 1 all 12'-4" 2'-0" 9 �- MASTER _I VAULTED CL'G — - m I --------------------------- n n N T1 I it) r. LI EN 5 SH 12 24 514.10 - �, 4' 2. m' LZ 4�i -UD" " av 14'-8" 8' �Pmml. v z- ma0 I.IyINCz ROOM VAU TED CL'G <t V MAS ATH ,/ I _ 0 4'_0�� m m 4" = n 255H 0 B0m5 (p = b Imp. — 2! —I 1 0 I N o 1 to -o 0" 5060 BF ---- --� GINNING ROOM x o I I VAULTED CL'G :y dl n_ P004 �1 II �E004 II 2880 0V 11 V 6` 13 _�� . DEN/BRM #3 I' 12 1 1 VAULTED CL'G m 1 A fK Juln 71_6" -� _ E008� -4 CL'G P004--) 5068 BF n V 26 0 • yy E001--? 4-lkl ! F� 11 w I I I ppII N III 7-6 Idl 1 mlb BEDROOM �2 9'4 CL'G TH 2 aE n 11 9010 O.N. ARAGDOOR all E002— 11crml A/` n n 355H EGRE55 24" RND.TEMP R0.26" X 26" R0.54" X 1614" 1'-4" 9'-0" 8' 4'-2" 9'-1011 FL CD FR I L.mr-or mil— "N GrENERAL. NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS &HALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN, OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4, SET HOTWATER HEATER AT FIN. FLR, LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKER$ IN AIR HANDLER, 8. ALL BATHROOM FIXTURE OUTLETS TO BE 60" AFF OR AS PER BUILDER SPECIFICATIONS, 9. PROVIDE RECEPTAGAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED, II, ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS ArID SINKS COMPLY WITH TABLE 46-R2 OF SF.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LES5 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 5QFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR ARRA CALCULATION LIVING AREA A/C GARAGE COVERED ENTRY COVERED PATIO 1530 SQ. FT. 230 5Q. FT. 30 5Q. FT. 115 5Q, FT. TOTAL UNI:'ER ROOF IS05 5Q. FT, KEY NOTE& POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (5MOOTH TYPE) TO OUTSIDE P00,3 VENTIL -(ED VINYL WIRE SHELF P004 R 11 INSJ.II_ATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. 15LK VENT W/ 5CREEN m FLR LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6" ❑'.1LI Pm09 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 5HELVE5 P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET m 5" OC. P014 GLS.BLK (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 60 SQ.IN. VENT 0 GARAGE DOOR 0 FLRI-EVEL P011 CABINET ABOVE P018 H' CEILING P01'2 TEMPER GLASS 5001 RECE55 MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 15004 CULTURE MARBLE SHOWER PAN 15005 RECESS SHOWER W/ CER, TILE WALL 5006 KNEE SPACE r \' 4" 32 au 5" 56 C 90 7" 135 r 190 9" 260 10" 340 12" 560 14,, 835 16" 1400 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO s c !_ EH, COMPLY WITH ALL APPLICABLE CODES. EAJ 32'-0" 15'-0° Il'-011 I 1 2'-3" I I 0.2 '4"X63" %355H 1 lI/ agau �VN►NIVGsd' R IC�H "r St. Lug County 1/=4 = I, - 1 I V P FRMIT/CONSTRUCTION Fui u nIIRA1/!/ INR.al ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE; I February 12, 1999 04 n r- r- 01 a 00 P Lq Oin 00 LL 00 in to r,� O� Q `- 4 � Iv7 Z O 7c m m A a 1i O 0 N c z K � m z 0 cr � o aLN SEGOND FLOOR FLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FIRST FLOOR FLAN HVAC EDUCT LAYOUT c - I I KEY NOTM 1=001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE Poo3 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE_ AND A/C poor, 60 60.111. BILK VENT W/ SCREEN 10 FLR LEVEL F,006 42" (01EE WALL Pool PLANT SHELF ABOVE PID08 1'-V WALL POOS MIRRORED polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 6 SWITCH P015 1 1/2" X 8" WD. RAILING t 2" PICKET a 5" O.C. P014 GLS:BLK (I HRFIRE RATED WHERE REQUIRED) POE, HEADER ABOVE 1-016 60 S0.IN. VENT 0 GARAGE DOOR 6 FLRLEVEL Poll CABINET ABOVE P01S V CEILING p01S TEMPER GLASS Boot RECESS MEDICINE CABINET S002 MARBLE SHELF Boo3 CULTURE MARBLE ROMAN TUB B004 - CULTURE MARBLE SHOWER PAN B0o5 RECESS SHOWER W/ CER TILE WALL Boor* OME SPACE Boot BANG OF DRAWER BELOW Kool DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFF1GERATOR Koo4 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR Eo04 HOT WATER HEATER AT FIN, FLR. LEVE1,.. E005 POOL PUMP/EQUIFTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN EOoS AIR HANDLER UNIT Soot BF;NG WALL WD. STUDS e 12" O.C. S0o2 BRN'G WALL WD. STUDS 9 16" O.C. GFENWRAL I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS, 2, PROVIDE 12o SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST vENT TO OUTSIDE" 4, SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL: BUILDING CODE- 1. HVACCONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER S. ALL BATHROOM FIXTURE OUTLETS TO BE 90" AFF OR A$ PER BUILDER SPECIFICATIONS, 9_ PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL 5E INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. ISS2 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE TI-IAN d.4" OFF THE FLOOR. 4RF.A CALCULATION! LIVING AREA A/C 1847 ea FT, I ST FLOOR 1093 60, FT . 2 ND FLOOD 754 Sn, FT. (SARA" r= 2 54 SCa_ F1'. GOvrRED ENTRY rn 1 SO. FT, G01/ERE) PATIO 91'?a Sa" mm^'TOTAL ,AREA Y} t i�l ." Equipment 5ch ule Unit # i _ 5EER ! , 5PF Make Cond. Unit Mod.# A/H Unit Mod.# /1✓1 Heater Mod:# — 0 c6 Total Cooling � 'e 41 5en5ible coy q 2 ; Latent C 11inq_ _ / q I O X to 1.h4 m I I I I ��t I O Xl� 6q�c CIA 2-246H EGRESS (2X u,Aq Vo CL'G I �- I 6002 I II 1 I �111p011i DAT+4 02 9'd� GL'GIC �a n I I N T I I l AGE CD 0 I 130 531PROOM #2 S'4 CL'G 34514 EGRESS HEADERS ---------------- LmT So cL'G NN I I 12.dtQkvl."1 1`41 I I 42" KNEE S'4 CL'G 34SH EGRESS I � I I I 1� F=LL FR' I L,"N 1/Q, n = 11 �-F F7Lc E0031 RO.IWX 63" 2-25514 EGRESS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. L AN 11 _ I' _. <"1 CASTLEP NES TOWNHOMES 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 THE 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 fm = 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: FOUNDA11ONS 2500 PSI SLABS ON GRADE 2500 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION. 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN. 5.9. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5.10. AT CHANGES IN DIRECTION OF TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.11. PROVIDE 1—#4x 5'-0" BAR AT RE—ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS. 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13. WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0' 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15. FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD NG 167 LOTS 167168169, 170 STRUCTURAL GENERAL NOTES 6_ P�ABRICATED WOOD TRUSSES 6.1. W00 TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTNANT DESIGN CRITERIA REQUIRED BY THE 2002 FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT, 6.5. TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7. WOOD 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH Bd NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.3. WALL SHEATHING SHALL BE 1/2" PLYWOOD PANELS, STRUCTURAL I, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 10d NAILS AT 4" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.4. PLYWOOD SHALL BE EXTERIOR TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83. 7.5. PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD SHEET. PLYWOOD SHEETS WITH BROKEN OR SPLIT FACES SHALL BE REMOVED AND NEW SHEETS PLACED AS DIRECTED, ALL AT THE EXPENSE OF THE CONTRACTOR. 7.6. STRUCTURAL VALUES FOR WOOD FRAMING MEMBERS SHALL BE AT LEAST EQUIVALENT TO #2 KILN DRIED SOUTHERN PINE. 7.7. WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7.8. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.9. ALL LUMBER SHALL BE SOUTHERN PINE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: REPETITIVE USE MEMBERS STUDS & PLATES CONSTRUCTION GRADE JOISTS & RAFTERS: 2 X 4 TO 4 X 4 INCLUSIVE 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. INSPEC110N 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 BR" 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 F6= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv= 290 PSI Crp= 1.85 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS —GRADE LUMBER AND ITS FASTENINGS". 7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL PRIOR TO THE MODIFICATION OF THE MEMBER. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS TO SIDES OF STUDS—B" 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_-2-1Od TO JOISTS OR RAFTERS BEARINGS —TOE NAILS EACH SIDE__-10d BLOCKING BETWEEN STUDS EACH END —TOE NAILS _ 2-10d END NAILS _--_—_ _—_ _ 2-16d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER _-2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4') _16d 0 24" O.C. RIBBON TO STUDS 1" x RIBBON ____--__—_—___— 2-8d 2" x RIBBON _ _—____2-16d DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD __---_ _—_16d 0 16" O.C. SPLICE (4'—O" MIN.) EACH SIDE OF BUTT IN TOP PLATE___6-16d UPPER TO LOWER PLATE ATINTERSECT1ON5 3-16d JOIST TO BRG., TO NAIL__ --__2-16d BRIDGING TO JOIST, TOE NAIL EACH END— _—16d STUD TO SOLE PLATE, TOE NAIL ____ _2-16d DOUBLE STUDS, FACE NAIL —_—_— __—_____16d ® 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 B. MISCELLANEOUS www.GLEAssociates.com AA0002369 APR-2-i-2004 R. DU1NN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W a) W ti co o � ® m 0 "o r ® = W O W ' LL V C U) C) y... Z to J � ■� c ti ® O W Z V 0 J co mi Q^ a) U) X J V J ~ J F- a M_ W O J c. CO) _ N U ST, LL CIE COL*-NTY FIRE DISTRICT REN IENVED FOR COMPLIANCE � sLBJECT TO FIELD INSPECTIONS SEE ATTACHED REN ISION SHEET CLIENT: REN'1E`NED BY: ��� DATE: K �J D y KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 8.1. EXPANSION ANCHORS SHALL BE HILII "KWIK—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. B.2. EPDXY ANCHORS SHALL BE HILT "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SNT DESGRIPTION C-1 COVER A-1 FOUNDATION PLAN A-1.1 MODEL 'E' FOUNDATION PLAN -LEFT A-12 MODEL 'D' FOUNDATION PLAN LEFT A-13 MODEL 'D' FOUNDATION PLAN RIGHT A-1.4 MODEL 'E' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2.1 MODEL 'E' FLOOR PLAN -LEFT A-22 MODEL 'D' FLOOR PLAN LEFT A-23 MODEL 'D' FLOOR PLAN RIGHT A-2.4 MODEL 'E' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'E' TRUSS PLAN -LEFT A-42 MODEL 'D' TRUSS PLAN LEFT A-43 MODEL 'D' TRUSS PLAN RIGHT A-4.4 MODEL 'E' TRUSS PLAN -RIGHT A-5 DETAILS AND SECTIONS "I DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-1.1 MODEL 'E' ELECTRICAL PLAN -LEFT E-12 MODEL 'D' ELECTRICAL PLAN LEFT II MODEL 'D' ELECTRICAL PLAN RIGHT E-1.4 I MODEL 'E' ELECTRICAL PLAN -RIGHT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA yLE CODES. I NO. REVISIONS DATE WILDING 161 LOT 161 1 LOT 168 1 LOT I" I LOT ITC CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 ISSUE DATE: 04/19/04 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE COVER S H E E T N 0. C•1 m COL..UMN SCHEDULE 1 — S' X I6' CONC, BLK FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. /_� (0f /) 6' X 12' GONG. COL, W/ 4 0 5 VERT, AND " 3 TIED 0 12' O.C. (`` ��J /\ V �• t'JI 3 112" X 3 112' X I/4' STL. COL, ® Fill 4' X 4' X 1/4' STL. COL, O C 0 S' X X GONG. GOL, W/ 6" 5 VERT. AND "3 TIES a 12° O.C, (��..Jll) ,7. S' X Ib' CONC. COL. W/ 40 5 VERT. AND " 3 TIED * 12' O.C. S' X X CON', COL. W/ b" 5 VERT. 0 AND 3 TIES m 12' O.C. ® 8' CONC. BLK FILLED CELL W! 2 "1 BAR TIED TO TIED BEAM AND 2 FOOTING. /„� ❑ ❑ S" XI5' GONG, ELK FILLED CELL W/ I 5 BAR TIED TO TIED BEAM AND " FOOTING • 4'-O' O,C. MAX. 1 O o o 8" X I6' CONC. BLK. FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. 1 Ib' X Ib' CONC. BLK FILLED CELL W/ 4 " 5 BAR VERTICAL W/ 03 TIES * 12' O.G. " • FOOTING SCHEDULE n� XIS' THICKENED EDGE GONG. FTG. WI 2 " 5 CONT, W1 8° THICKENED EDGE CONGRETE FIG FTCx. WI I + 5 CONT, . © �—I X 3° X 12° CONCRETE PAD W/ 4" 5 EACH EACH WAY 8' X 6' CONCRETE FIG. W/ I 0 5 CONT. X THICKENED EDGE CONG. FIG. 5 \\I J 12' X 20' CONC, FTG. W/ 3 " 5 CONT. AND 1 0 5 TRANSVERSE a 4,5' O.C. 0 til 16 X 24' FTG. W/ 2 " 5 CONT. 16' MIN. BELOWGRADE O� 42' X 42° CONIC. FTG. W/ 4 "5 EACH WAY 2X WOOD STUD BEARING WALL p 16' D.C. v 20' 10 BEARING WALL FTG. @ GAR. DROP DETAIL a" CONNECT TO EXIST. SEWER LATERAL LVT 151NG RISER UNIT "Ell FOUNDATION PLAN A1.1 SCALE: 1/4"=1'-O" 32'-0" 15-0" I. 13'-8" , i, 2'-3" ■■ __� t ■■ T_---- L -- J (e) 1/ _ (L 1. I (-0" 12'-4" — ■ F------ __/ r --__--- --------- I SLAB SHALL BE A MIN, 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6" X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30'5EYOND BACK OF FTG. FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL TO MIN, 95% PROCTOR DENSITY ■ I TEST AND WITH VAPOR BARRIER POISON 501L UNDER SLAB FOR TERMITES BEFORE PLACING 4 MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP ■ I CROWN OF ROAD. SOIL BEARING CAPACITY FOR THIS STRUCTURE TO BE 2,500 PS,F, MINIMUM. I _ I ■ L__—_--- _ ■ ■ ■■ I 17'-0" �I o �11 j -- / FINISHED FLOOR ELEVATION TO BE 16' MINIMUM / ABOVE TOP CROWN OF ROAD I IAA; 4x4 POST SECURE W/ SIMPSON MTT28B ON BOTTOM I— — AND (4) SIMPSON ST 18 ON TOP I Cot 1 1 I ■ I I CONTRACTORS SHALL VERIFY I ALL DOORS a WINDOWS 1 OPENINGS W/ MANUR I I _ 1 ■ 1 I — I I I I I � I I I I I I I ■ I j I I I L---..------- r ---__ _____J 3, 4" I, 4'-6" 32'-0" E L E 2'-3" 16' •I pm"mm"It. mil _1 5, e 11.-O" 8[P T, L" U E A-1 Y a a I U J w o u7 c=> w d N y CO M rl W ri_ w n miO 4 5C7X =< O � v- O N M www.GLEAssociales.com AA0002369 R: QUiNN. TURNER Drawing Not Valid Unless Signed, Scaled & Doted By Registered Professional r • Lu .. cn • .� 10 .. Lu A' ■ CLIENT: THESE PLANS AND ALL PROPOSED WO KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE I - ARE SUBJECT TO ANY CORRECTIONS FL LU REQUIRED BY FIELD INSPECTORS THA PORII""EST. CiIE, 34986 FAX: 712.468.4603 MAY BE NECESSARY IN ORDER TO NO. REVISIONS DATE COMPLY WITH ALL APPLICABLE CODES BUILDING I&I CASTLEPINES COMMUNITY MIT I I SSIJE DATE: 04/19/04 DRAWN BY: RNF C H E C K E D B Y: OT SHEET TITLE FOUNDATION PLAN SHEET N0, Amtl� COLUMN SCHEDULE 1 �� S' X 16' CONC. BLK FILLED CELL W/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. 2 , , S' X 12' CONIC. COL. W/ 4 * 5 VERT. ANV * 3 TIED a 12' O.G. O� 3 I/2° X 3 1/2' X I/4' STL. COL. Q Fill 4' X 4° X I/4" STL. GOL, 0 S' X 0 X E CONIC. COL. W/ 6* 5 vERT. AND 3 TIES ®la' O.C. � 60 ! �, \ 8° X I6' CONC, COL. W/ 4* 5 VERT. AND • 3 TIED 0 12' Or-, 7 5' X 12' X 12' GONG. COL. W/ 6* 5 VERT. AND * 3 TIES s 12' O.C. ® S' 2 1 CONIC. BLK FILLED EA W/ 2 * BAR TIED TO TIED BEAM AND FOOTING. �� ❑ ❑ 8' >C16° CONIC, BLK FILLED CELL * W/ I 5 BAR TIED TO TIED BEAM AND FOOTING Is 4'-0' O,C, MAX. 1 O o 8' 5 GONG. BLK FILLED CELL 2 W/ 2 * 5 BAR TIED 70 TIED BEAM AND FOOTING. 1 I6' X 16" CONC, BLK FILLED CELL W/ 4 * 5 BAR VERTICAL W/ *3 TIES w 12' O.C. 6 • FOOTING SCHEDULE (r�) W1 XIS' THICKENED EDGE CONIC. FTGx, W! 2 * 5 CANT, F X 8" THICKENED EDGE CONCRETE FTG. W/ 1 * 5 CONT. 36' X 3b' X 12' CONCRETE PAD W/ 4* 5 EACH WAY 0 6' X 8' CONCRETE FTG. W/ I * 5 CONT. ® X 20' THICKENED EDGE CONC. FTGs. W/ W/ 3 * 5 CONT. (C- 12' X 20' GONG- FTG. W/ 3 *5 GONT- AND 10 5 TRANSVERSE m 48' O.G. / 12' X 24' GONG. FTG, W1 2 * 5 CANT. ib' MIN. BELOW GRADE OH 42' X 42' GCMG. FTG. W/ 4 *5 EACH WAY 2X WOOD STUD BEARING WALL ® 16' O.C. terl e � b' 1O BEARING WALL FTG, @ GAR. DROP DETAIL BEAMS SCHEDULE NO SITE TOP MID pD1' MMAW6 LENGTH ' LOAD LOAD Lp TBI a• x v 1 •5 • 6 ONE m.. W 1_ El e (1 a xa I W".- eoPP..,.-,.,r , T-6° vt000 15600 peer O I6 8'%• I•a I•S wd.GY..IS TOP S65• 3]60• GONG.M5 . L 6'-6' A0?J• Oa• % I6' 1• 5 1• y a•a,alx TOP 1509+' 1 e . LNM Barr mov leer CCNa.LNrEL sari. 4'•6' 1500• 1840• 46HY a• x I6• 1 • s 1.5 wxoax Par aoNc. LMr*L son. 6'-61 1500• 1565• =60' a•%w' 1•0 1•y u•eLax ror oa+a. LNEL sore. IT-4' 900• 387 Slr �6f cawc. LNtel. ean. 10'•G' S00• 1171 1114 CCLaLE V-fttt ® a'X98' I•B 1.D 1.6 aQC.•LKMD GalIC. L&ftEL pOTr. 6'-6' 80?• Qi65• 3260• ® 8'X46' 1•a I°6 I•B a- aGMG. LNiaL apYi. l•^6• kS09• 1550• ie9r Madill �01L� i a' x s6 1 • a 1 • y 1-0 cano. LN OOPr. TT'-4' 1100• NR 10000 n v. a•ac I. LINTELS TO BE CAST-CRETE NIGH-STREN 1,4 PRECAST 4 PRE -STRESSED U LINTEL$ BRG. U-BLOCK PRECAST CONC LINTEL BEAM S �2 THR1J 8 BRG. HDOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES41 Q •g,4. DOUBLE U-BLOCK 4, PRECAST FILLED CONIC. LINTEL BEAM TYPES 10 s CONNECT TO EXIST. SEWER LATERAL P!_UMBINCx RISER UNIT 11DII eFOUNDATION PLAN SCALE; 1/4"=V-0" c1 I v 00 I v TOP OF BM.. g'-4' 2 N lam :3G.4LE: 26'-0' - - 13'-0" I. 13,-0" �. 2 - — -- _ _ _ --o i I----- i —!8i-- I I A + �.J 1/2 ` I I` 1 IFir I o I I I 2'-2" to 8'-4" 1, 2'-21 ' I I d I h TOP LR S LEG FILLE BOLTS MIN E 5' J Ad in] ■ ■■ — I I I IM I I 1 1 '-6" 9 3°-100I 13'-0" I I I ILI I SLAB SHALL BE A MIN. 4' THICK i 41 IIJITH FIBER MESH INTEGRAL OR I I Imo. INFORCED WITH b' X 6' X I r 0/0 WELDED WIRE MESH, I r CENTERED IN CONCRETE I DOUBLED 30' BEYOND BACK r I I I r r C �OF FTG. I I� " I IF r FOOTINGS TO BE PLACED OVER WELL CPACTED CLEAN I �d `� CD\\� 115`. I I TO MIN. PROCTOR DENSIIT \ TEST AND WITH VAPOR I I BARRIER, I I I I POISON SOIL UNDER SLAB FOR o I I I TERMITES BEFORE PLACING 4I I I I I I MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP I CROWN OF ROAD, SOIL BEARING I I v I I CAPACITY FOR THIS STRUCTURE I I I o TO BE 2,500 P.SF, MINIMUM. 1 I 4' I 1 41 4 ALL COLUMNS TO BE EXCEPT WNE►RE NOTED \_j — u — i I I '_2 " I i I I 15'-0" M I I p (FJ 1 4-11 oil I I _ M I I 11, I I --� I I 6'- " 2`-4" 12'-8" I ®a _ ®I1 ( � I I I --- — I FINISHED FLOOR ELEVATION TO BE 18' MINI UM I— — — — A— — — — 9BQr TOP CROWN OF ROAD I 1 (2) THESE PLANS AND ALL PROPOSE I WORK ARE SUBJECT TO ANY CORREC IONS REQUIRED BY FIELD INSPECTOR 1 THAT MAY BE NECESSARY IN ORDEI TO COMPLY WITH ALL APPLICABLE ODES. ■ 0 1 v SLA WITS REIt 10/14 CEN DOL OF P FOC WEL TO I TES BAF POI TER MIL FINII BE CRC GAF TO I FINI: ABC N I 1 CONTRACTORS SHALL VERIFY I F C ALL DOORS 4 WINDOWS I A OPENINGS W/ MANUF. I I G 4'-10" �E1 ■■ I I � 1 1 — -- I ■ -, I I/ 2 �1 _ 5'-4 0 v 5'-3" 6,4" -'-5" %— � F_ F_ _� — - _ 1 ■ I I :t --T ■ I -5" I, 5'--4" [I[ ME sm J LLJO aQ d m n t� ad cr mia�o�� wmzw•t V) J O X z o CL y Q www, GLEAssocictes. com AA0002369 -APP,2 1_-04 R.'004N,-TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional • a • 4D • • • ■■ CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772.468.4603 NO. REVISIONS DATF CASTLEF'INES COMMUNITY J 0 B N 0. �.-0. 3' 4" 2'-0" 4'-0" 6'-0" 6'-0" 04750-00212 ISSUE DATE: 2'-. " 04/19/04 D R A WN B Y: RNF C H E C K E D B Y: OT 26'-0" S H E E T T I T I_ E FOUNDATION PLAN S H E E T N 0. s COLUMN SCHEDULE 1 8' X 16' GONG. BLK FILLED CELL WJ 2 " 5 BAR TIED TO TIED BEAM AND FOOTI14S, 6' X 12` CONC. COL. W/ 4 + 5 VERT. AND + 3 TIED 0 12' O.C. O Fill 3 1/2' X 3 1/2' X 1/4' STL. COL. 4' X 4' X I/4' STL. COL. 8' X X GONG, COL. UP6+ 5 VERT.0 AND 3 TIES +u I2' O.C. ® . 8' X Ib' CONC- COL. W/ 4+ 5 VERT. AND + 3 TIED o 12' O.C. O 8' X X GONG. COL. Wb / " 5 VERT. 0 AND 3 TIES m 12° O.G. ® 8' X 12'1 GONG, ELK. FILLED CELL 2 WJ 2 0� BAR TIED 70 TIED BEAM AND FOOTING, /-�� �C�� ❑ 8' X !b' GONG. BLK FILLED CELL WJ 1 ° 5 BAR TIED 7O TIED BEAM AND FOOTING 0 4'-0' O,C. MAX. 1 O 6' X I&' CONC. BLK FILLED CELL Wl 2 e 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' CONIC. BLK FILLED CELL W/ 4 + 5 BAR VERTICAL W/ 03 TIES w 12' O.G. 6 + FOOTING SCHEDULE W1 X 15" THICKENED EDGE LONG. FTCs. (� JTHICKENED EDGE CONCRETE FTG. FTC..5' X LU1 I p 5 CONT. WA X X 12' CONCRETE PAD W/ 46 5 EACH EA CH WAY O8° X 6' CONCRETE FTG. W/ 1 415 CONT. O j v i6" X 5 THICKENED EDGE GONG. FTC. W/ 3 " 5 CONT. 12' X 20' CONC. FTG. W/ 3 " 5 CONT. AND 1 "5 TRANSVERSE 0 45' O.C. V 12' X 24" CONC. FTG. W/ 2 a 5 CONT. 16" MIN. SELOU GRADE 42° X 42' GONG. FTC, W/ 4 " 5 EACH WAY T- 2X WOOD STUD BEARING WALL 16' /D.C. a � 'v 0 0 0 I. 20' 1 0 BEARING WALL FTC. @ GAR. DROP DETAIL BEAMS SCHEDULE No SIZE TOP MID Eor REMAW,B LENCsTH UA LOAAP LOIAD LOAD TBI a' X 16' 1.5 1 "5 DOUBLE NEE TTP. WALL SECTION bLOrK a' X e' I 5 T-6' 1500" 1 1550" 2681" eon. ° D.•4• .eTs a' x W' 1• 5 ° 1 5 U-aLOOC Top C0111-LMT✓aL BOn. 61-6' 800" 1565" 3260" a' x W' I• 5 I" 9 U-P4.00C TOP l'-6' 1500" 1550+ 2881 " CONC. LINTEL 50TT. ul�ftom Top 4'-6' 1500" 1860" 4815 cavc. LINTEL Bon. ® a' x 16' I • 6 I • 5 U- TOP i500" " =14C. LC LNTEL BOn. 6'-6° 1565 3260" 6 a' x 16, 1 "g '6 U-SLOM TOP ccw- LINTEL BOn. 11'-4' 900" 3Sl" ell* -I a' x W' 1-5 1.9 U-BLOCK TOP 10'-6' 1122" 2114" 02C. LINTEL SOTT. 500" DOUBLE U-®LOOK t V) V x 'A° 1-5 1 ' 5 1-5 OGPoC ELK MID CON- LINTEL 5017. 6'-b' So0, 1565" 32&00 DOLmis U-BLOCK V x 40' 1.5 1 ° g I • s =O BLK Mto CONC. LINTEL ®OTT. l'-6' 1500' 1550" 2561" DOUBLE U-BLOCK COW -LINTEL ®OTT. ll'-4' 1100" NR 1,500" Ms v 4 12' OZ. 1. LINTELS TO BE CAST-CRETE HIGH -STRENGTH MPECAST eFlIM-STRESSED U LINTELS CONNECT TO EXIST. SEWER LATERAL BRtz. U-BLOCK PRECAST CONC LINTEL BEAM T E5 �7NRU 8 1 ram DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES Aa +13'4 DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES I® 0 FLUM51NG RISER UNIT IVII 0 I M C- -- M II II II II II 2GN® F=L C OR PR,4 "IINCE; "aF=LAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. .4" 0 116'-0" i� 5-4" 0 J ^ to O 7 m n n 00 Q0,-1 aaa66 W co 0 O o W N Z W N J O X OLS'L I+�- 0 N r'1 www.GLEAssociates, com A.A0002369 APR 21 2U4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional i • i U. .« IUj 0 to • uj a ., w 1 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468. 4703 FAX: 772.468.4603 N0. REMSIONS DATE BUILDING: Iil CASTLEPINES COMMUNITY I : � I S S U E D A TE: 04/19/04 D R A WN B Y: RNF CHECKED BY: 0T S H E E T T I T L E FOUNDATION PLAN S I -I E E T N 0. ma AFM IN 0 A va" I COLUMN SCHEDULE 1 • 8" X 16' CONC. BILK. FILLED CELL W/ 2 Y 5 BAR TIED TO TIED BEAM AND FOOTING. /-„\ (\,'/�) • • S' X 12' CONC, COL. W/ 4 0 5 VERT. AND • 3 TIED ® 12' O.C. 3 1/2' X 3 1/24 X 1/4' STL. COL. ( 00 4' X 4' X 1/4' STL- COL. 0 > S' X X GONG. COL. W/ 6^ 5 VERT. 0 AND 3 TIES * 12' O.G. ,"`V---/ e • • S' X 16' GONG, COL. W/ 40 5 VERT. AND "3 TIED a 12' O.G. 7 Ll S" X 12' X 12' CONC. COL. W/ 6. 5 VERT, AND ° 3 TIES ® 12' O.C. ® FILLED CELL S' 2 7 CONC. TIED W/ 2 * BAR TIED TO TIED BEAM AND FOOTING. /-\ ❑ S' X I&'CONC. BLK FILLED CELL / 1 5 BAR AR TI TIED TO 71Ep BEAM AND W• FOOTING • 4'-0' O.C. MAX. V• '� } " S' GONG, BLK FILLED DELL W/ 2 " 5 BAR TIED TO TIED BEAM AND 2 FOOTING. 11 16' X 16' CONC. ELK. FILLED CELL W/ 4.5 BAR VERTICAL W/ 03 TIES * 12' O.C. ® FOOTNG SCHEDULE O XIS" THICKENED EDGE CONG, FTG. W1 W/ 2 " 5 CONT. (U 8' THICKENED EDGE CONCRETE FTG.. W/ I " 5 CONT. F X X 12" CONCRETE PAP W/ 4" 5 EACHWA EACH WAY 8' X 8' CONCRETE FTG, W/ 1 " 5 CONT. IIIX THICKENED EDGE GONG. FTG, W/ 5 / 1 12' X 20' CONC. FTG. W/ 3 0 5 CONT. AND 1 " 5 TRANSVERSE 9 46' O.G. \mil-7�JEt FTG. W/ 2 " 5 CONT. 12' X 2 BELOW 16" MIN.. BELOW GRAPE OL � 42" X 42" CONC. FTG. W/ 4 M 5 EACH WAY 2X WOOD STUD BEARING WALL a 16' O.C. " r o u oI 10 BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SEWER LATERAL 17• _ - FOUNDATION PLAN A1.4 SCALE:1/4"=1'-0" 3'-3" 17' 9 -10" I I �a i I I � I 5 4" L --3 2 M I I I I 10'-0" 1 -4 2'--3" I, 13'-8" a ----------- N i I � I 12'-4" i, 2'-0 ■ PA' ■■ ■ (A) i i SLAB SHALL BE A MIN. 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH &' X 6' X l 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30'15EYOND BACK OF FTG. I I FOOTINGS TO BE PLACED OVER I WELL COMPACTED CLEAN FILL TO MIN, 95% PROCTOR DENSITY I TEST AND WITH VAPOR BARRIER l POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE IS' MINIMUM ABOVE TOP I CROWN OF ROAD, SOIL BEARING I CAPACITY FOR THIS STRUCTURE l TO BE 2,500 P.SF. MINIMUM. l I 17'-0" I Hal, 3'-2'r li 10" FINISHED FLOOR ELEVATION TO BE 18' MINIMUM\ ABOVE TOP CROWN OF ROAD \ i �J l �1 44 POST SECURE W/ SIMPSON MTT288 ON BOTTOW AND (4) SIMPSON ST 18 ON TOP p1p o I N M 0 h o — I I r2 I I I �`�'i I I I■ ---------- I CLIENT: v I I I I I KOLTER SIGNATURE HOMES I I I I CONTRACTORS SHALL VERIFY I 2160 NW RESERVE PARK TRACE ALL DOORS 4 WINDOWS I PORT ST. LUCIE, FL 34986 OPENINGS W/ MANUF. OFFICE: 772.468.4703 l ry FAX: 772.468.4603 I I I I I I I NO. REVISIONS DATE I �F I I I ■ --- — ;;, I I I I I I I I I ( BUILDING I& I I MODEL E MODEL D MODEL D ODEL E I I LOT 161 LOT I68 LOT I" LOT T _ I CASTLEPINES COMMUNITY i J O B N 0. 9,-0" 1, 2'-6" 1, 5'-4" 1, 4'-6" 1, 3'-4" 11'-0" 1, 1 32'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. I GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE, 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. 3. 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. It. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE IS34 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.PF. 02 Flo -1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN, BLIC VENT W/ SCREEN • FLR LEVEL Pm06 42' KNEE WALL P001 PLANT 84ELF ABOVE P008 1'-6' WALL P003 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET ® 5' O.C. P014 GLS.BLK. M HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING P013 TEMPER GLASS 8001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 5001 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOM DISHWASHER E00I ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BR'I'G WALL WD. STUDS • 12' O.G. S002 5R'1'G WALL WD. STUDS s 16' O.G. 1 ST 1=LOOiI 0=ALi=. 2 ND 1=LOOiZ BGALC. %=L ,4N 7 J 1 PL,4N I/a0 . - V - m' EMS OFtnONAL DEN W/ 01 DEN W/ 1WE—ii—mi 1 ■' I■■■1 �II Illy■!!It!!!! � ` �""' f�l;�l_I� !!!!�I■■!�■I � � �� eli�l■ I�7 II �71, 1 1 1 i10DEL D AD2 1"IODEL A D 2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 32'a• 2r-r 2r� Bra 1r-r Ira• Ira• Ira• tY-B' 1rc Ir-r tra 1 i• 13'�' .i. Y-Y 9'-10' Ya' 1'� ra' Y-B' 2•-Y ri' T-Y T-Y ri' i'-Y Y-B' I, r-Y 14' I'i I, Ya' G Y-lr I, Ya' I. IS-B' 1'1 N 4 BAY1w4 a.rw w. -"- rk } } COVERED PA I10 COVERED PATIO � war ri' by ,gam ; 122- war r-V' Y 2- B' 72'd Ir-e' b 12W h Ya• 4 MASTER BRM vrLlo ar Y xY, 4 y MASTER BRM ru tlATar 1. .4- bl 6. MASTER BRM 41W4INr ar ,� b - „_ MASTER BRM q b - IIIIIIIIII'm �� b n•-0• tra' 7 wv-+oar A b b 4Mu. 411Nr L44-.w ■xa4w7 r-4• LIVING ROOM 4.vrorr ar LIVING ROOM aarorrar Y-4• Y-r 2' Iarlvw vx34w 14'-r 4' 4-r 3' 4 Y h ` _ 4'-Y 4' rlm aerriw.. '--1 x tlYL 71'a' r -onia''tw a L' � wv ' 'f t4a' 41YL 4' 4'-2' .. r 3. 4'-r 4• 11'-Y i LIVING ROOM vwao ar oe4r m '� 2 •. . rrBlip b R B a-s h UMNG ROOM Y b Br i JlIoIST '-Y I �r J M TER BA pIIIIIIlIIIi� mi Q b b A 4a 4 1 ri T `' r- 4t t w11 r ti DINING a lM DINING l., Ra00M rrrRP r 1. v l'i 11ry 3Y. 7d 1r$ nw § Y 4 4'-1 r. r Y 4Iv r• 3' wv 2• 3'-3r •-1r 4' -B' Y B' 't 1Yi r-0' 3Y„ r a poses + - _ icIIIIII - tt'-Y 1 a Y 7 >n a 'v - Yd .• I +, T Will w war, '? r Y " a i '• urel 4 Y -4• uvE 11'-Y KITCHEN o Vruoa 0 r-r 1` ..yyyrrr I e la. b' ti ^ r, war 4•-Y § O KITCHENb, !oar r-r _ v rE DINING ROOM r.uio ar DINING ROOM v..Rli ar 4•_ ��G+ P q ra YrOF MCI n® rr. aF w /--ryr Nr4rlvlr nr®4rr rr 7B' h � w � w C 0 r� KITCHE 1 ITCHEN 0 w vrv4 1rr wi + w4 IY. ar a r11L r OEN/9 3RM #3 ^ 7 11-0' 4'- Y_r Y-0. e 11'r 64 DEN ,TRM�B 3 4' Y r 4' 6f �'T ti y Swuo ar '? � 'o ..w rw yf wulonr e. II7 B' 10'-0• 4eMlf • 3'-=' Y IM R GARAGE § ld GARAGE b r4Lr, B KFAST ar b BR AST w �r GARAGE § var '� Y E — GARAGE r- 4- tr-0' If S Y-r 4' Y-r v' 1� war was r-10' 4'-r Ys�Y 4$ r-1r BEDROMB2 _B BEDROOM 42 war �r NLIMW OpA4 2Q -rOxrMW O0A4 q r r r r< rp i 7-C' 7ev-e 1$ ra r-r llf-l-3'�Y-4 Y-01-0 1s 4r-4 1.'-wB 3i 3a SYd 2v-r 2r-r Bra• t-IODEL E AREA CALCULATION 'E° LIVING AREA A/C 1530 6a FT. GARAGE 230 6a FT. COVERED ENTRY 3o 6a FT. COVERED PATIO 115 Ba Fr. E 1" MODEL D D A-2 A-2 AREA CALCULATION I'D" LIVMG AREA A/G 16411 ba FT. IBT FLOOR I093 6a FT- 2ND FLOOR 154 Ga FT. GARAGE 254 Ga PT - COVERED ENTRY bI 6a FT - COVERED PATIO S'd ba FT - TOTAL UNDER ROOF Ie0s ea FT. 1 TOTAL UNDER ROOF 2252 6a FT 1„IODEL D AREA CALCULATION I'D" LIVING AREA A/C leAl 6a FT I8T FLOOR I093 6a FT 2ND HOOK 14 fia FT GARAGE 254 6a FT COVERED ENTRY 61 Ba FT COVERED PATIO 5o 6a FT TOTAL UNDER ROOF 2252 6a FT. AD2 1 0[)EL E AE2 AREA CALCULATION "E- LIVING AREA A/C 1530 6a FT. Cs4RAGE 230 6a FT. COVERED ENTRY 3o 6a FT. COVERED PATIO 115 6a FT. TOTAL UNDER ROOF ree5 6a FT. 1 i 0 LuJ ^O to N mj 0 W p O H O W N Z W d0- N Q O X Z O � a 0 N rl www. GLEAssoclates. com AA0002369 U� ;tP3tx,' d vr•" R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional P*ftm ti Lu N Lu CD O -� r of ® 2 Z� O Lu LL C7Ccno_ Z cc) J W F > c ��OzQ ® co) W O .JLu a ♦♦ ^^ N X W V O m O a �ja N CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE BUILDING 167 LOT I&I I LOT I" I LOT 165 1 LOT 110 CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 I S S U E D A TE: 04/19/04 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE FLOOR PLAN S H E E T N 0. 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. % 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. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14, LUMBER AND GRADE SHALL BE S.PF. 02 Flo -1000 KEY NOTES PO01 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE 1=003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 5QIN. BLK. VENT W/ SCREEN m FLR LEVEL POO6 42' KNEE WALL f=00-1 PLANT SHELF ABOVE _008 1'-&' WALL P00'a MIRRORED P0I0 PANTRY W/ 5 SHELVES ^'0It LINEN W/ 5 SHELVES '012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET e 5' O.C. P014 GLSBLK. (I HRFIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE P011 CABINET ABOVE POO 8' CEILING P01S TEMPER GLASS B00I RECESS MEDICINE CABINET 8002 MARBLE SHELF 6003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL B006 KNEE SPACE B001 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 E00I ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E006 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS 9 12' O.C. 5002 BRN'G WALL WD. STUDS ® 16' O.C. AREA CALCULATION "E" LIVING.AREA A/C 1530 SQ. FT. GARAGE 230 SQ, FT. COVERED ENTRY 30 SQ. FT, COVERED F'ATIO 115 SQ, FT, TOTAL UNDER ROOF ISO5 SQ. FT. FLOOR PLAN A2.1 SCALE:1/4"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. of �p m n� Z d J lLl 00 d M1 LO 0 o = o o w V Z 4l N J Q X z �O d ¢ 0 AM www. GLEAssociates. com AA0002369 ARIZ 2 l 2004 R. QUINN TURNER Drawing Not Valld Unless Signed, Seoled h Dated By Registered Professional ujvi w 0Will � W r ����''���` aaa. _ s��'1 0c LLJ z rr aawi r G a �} �a X —i CIL.i ® a 1 AIIIIIIIIIIIIIIIIIIIIII x ,Q CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468,4703 i FAX: 772, 468, 4603 N0. REVISIONS DATE I BUILDING 16-1 o E MODEL D MODEL D MODEL E LOT 16 LOT " Loll III LOT n® 1 i CASTLEPINES COMMUNITY 1 ISSUE DATE: 04/19/04 D R A WN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S 1-1 E E T N 0. dl GENERAL NOTES L ALL WINDOWS AND SLIDING, DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED B. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS, 5. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED, 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING, CODE 1594 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOPT, 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. 112 Flo -1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IK BLK. VENT W/ SCREEN m FLR. LEVEL 1=006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6' WALL P0043 MIRRORED P010 PANTRY W/ 5 SHELVES P0i1 LINEN W/ 5 SHELVES 1'012 22' X 36' ATTIC ACCESS W/ LIGHT 8 SWITCH P013 1 1/2' X 6' WD. RAILING t 2' PICKET a 5' O.C. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CA51NET ABOVE 1`1018 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET S002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB W04 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER. TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ D15POSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K006 DISHWASHER E00I ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS . 12' O.G. W02 BRN'G WALL WD. STUDS l6' O.C. AREA CALCULATION "D" LIVINCa AREA A/C 1841 50. FT. 15T FLOOR 1093 50. FT. 2ND FLOOR 154 SQ. FT. CsARACsE 254 SQ. FT, COVERED ENTRY 61 SQ. FT, COVERED PATIO '30 SQ. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A2.2 SCALE:1/4'=V-0" li 52'-8 10 I, 26'-0" Ilk 6'-- 2 tI 5-9" LI 8'-4" 2'-3"1 2' 00 CID 2-24S4 EGRESS N FIXED GLASS 12'-0" 13'-0" N I JUL -UWb TENANT WALL SEPARATION '.urxn0 X 16iCM 7XIA tom, WALL 'os PA °ieuas NouR eaAN*ew�LLauin�laeN. WMN OPTIONAL DEN W/ 2068 DOORS i 10'-6" I 00 LOFT 8'0 CL'G 42' WALL L N 4" 0'-4" 10 16002 L O L I c0 S < % 3'-4' „ S-8„ 4„ 0 4 I I � ! Pm I o L BATH 2 LO — 12868 '4 CL'G/C.T. 9 L DN S-4" - Lu W3 ��QQ w, —�.--- - /L:1 5066 BF. �/ C CH G GH BEDROOM #3 BEDROOM ##2 `o S'4 CL'G 8'4 CL"G N ti 0 L M I in 12'-0" 4" 13'-0" 00 34614 EGRESS 34SW EGRESS i 3,-7" 4'-6„ Sol 4° 6°, 4' 7„ L v 1 h 12' 8" IN 26'-0" SCAL-M L A 1 /0 °' . 1. -- I;v 1. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO A14Y CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 116' 0 > ui 00 m M M zQ oN «'00 W a x a" Z S d a a.t.. 0 N www. GLEAssociates.com J'APR 21 M4 R. QUINN TURNER Drawing Not Valid Unless Signed, Seated & Dated By Registered Professional • �; w► , • •�ui# s, z • ILL ... • 0 i` z.. LJL- i ■ ■ �' "` �. CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING ]&I MODULE IhtocEC bIj MODEL DI MODEL E LOT 161 %L_OT "-4 Lot 169 1 LOT IT® CASTLEFINES COMMUNITY 1 ISSUE DATE: 04/19/04 D R A INN B Y: RNF C H E C K E D B Y: OT S H E E T T I T L E FLOOR PLAN S H E E T N 0. GENERAL N0 i-ES I 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- 5, ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS, S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFT-, CENTER RANGE SPACE. Icy, SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. I. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARt PLUMBING CODE IVB4 ED l2. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING, OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHE6 IN HEIGHT, AND 51 SQFT, IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE 5,P.F. 02 No .1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 60JIs. ELK. VENT W/ SCREEN m FLR. LEVEL P006 42' KNEE WALL 1=001 PLANT SHELF ABOVE P006 1'-6" WALL P005 MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X V WD. RAILING 4 2' PICKET * 5' O.C. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE PC18 8' CEILING POM TEMPER GLASS 5001 RECESS MEDICINE CABINET IS002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB E004 CULTURE MARBLE SHOWER PAN 8005 RECESS SHOWER W/ CER. TILE WALL 5006 KNEE SPACE B001 FANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND PAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 NOT WATER HEATER AT FIN, FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS a 12' O,C. $002 BRN'G WALL WD. STUDS ® 16' O,G. AREA CALCULATION "D" LIVING AREA A/C 1047 SQ. FT. IST FLOOR to B3 SO. FT. 2ND FLOOR 754 SQ. FT, GARAGE 254 SQ. FT. COVERED ENTRY 4ol SQ. FT. COVERED PATIO eO 5Q. FT. TOTAL UNDER ROOF 2252 SQ. FT. FLOOR PLAN A2.3 SCALE:1/4"=l'-0" 52' 8" I. 26'-0" 2'-3" I 2'-3" 8'-4" 5'-9" 6'-2" 2'- 11" I I FIXED GLASS 2-24614 EGRESS 13'-0" a UL -U9®6 TEN�SNT WALL 9EPAR0.TION •x•xls cu •strr car,ala �u�i ' AIM cf'w�r. �J•"Nroei OPTIONAL DEN W/ 2088 DOORS 1 AL 13'-0" '-6" 10°-6" I LOFT 42' WALL 810 CL'G F 10'-4" 4" -8" 11'-0" I L [- 3'-8" 2�' 0" 3'-4 m 777 0 - BATH 2 W4 CL'G/C 28b8I 4'-8" 6 -8 3,-4. 5'-4" 4" 3' w -j 0 NO e v p BEDROOM #2 BEDROOM #3 v 5'4 CLYG 9'4 CL'G 0 v, 12'-0" 348N EGRE55 348H EGRE68 4'-7" 4'-6" 8'-2 Sow 4'-6„ S-7" w I LJ 3'-1 Ij 9'-5" 12'-8" 26'-0" 1V U"` EDE: L ED 2 ND PLOC3i;P, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 116'-0" 0 o V - Q 4J p D uj O O wv zuj� z � o w 0 M www.GLEAssociates.com AA0002369 R. QQNN, TgRNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional CLIEN T: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772. 468, 4703 FAX: 772.468.4603 N0. REVISIONS I]ATF SUILDING lro-I C;ASTLEPINES COMMUNITY w GENERAL NOTES -1 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE _ PER ENERGY CALCS. 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1, HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 6. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICROAHOOD 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 6TANDARC PLUMBING CODE 1S54 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 Flo -100 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 LEVE.,L P006 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6' WALL P009 MIRRORED 10010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X V WD. RAILING 4 2' PICKET ® 5' OC. P014 GLSBLK. (I HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE 1*018 8' CEILING P01g TEMPER GLASS 5001 RECE55 MEDICINE CABINET B002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 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 E005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS ® 12' O.C. S002 BRN'G WALL WD. STUDS ® 16' O.C. AREA CALCULATION "E" LIVING, AREA A/C 1530 5Q. FT. GARAGE 230 50. FT, COVERED ENTRY 30 50. FT. COVERED PATIO 115 60. FT, TOTAL UNDER ROOF 1905 60. FT. FLOOR PLAN A2.4 SCALE: 1/4"=1 —0" IS AND ALL PROPOSED WORK IECT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT YECESSARY IN ORDER TO TH ALL APPLICABLE CODES. Q Of J � p � d. cc a i 9 ro 0= p w m :5 6 Q � m z W :F ¢ o X z oa�w 0 N M www.GLEAssociates.com APP.;2 j_28t4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional rl • • f .. • i uo • Lu ■ r �> ♦. y 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 161 CASTLEPINES COMMUNITY JOB N0. 04750-00212 I S S U E D ,A TE: 04/19/04 DRAWN BY: RNF CHECKED BY: OT S H E E T T I T L. E FLOOR PLAN SHEET N0. 1 A im -- r- � Or" Talltt-pm-111 mm� �m 0 0� 00 O0 Om 00 vF �s I I I --------------------------------- I II I II I- I I ------- — MODEL E I o ° II ----- -I------ MODEL D MODEL D SCALE: �IC�a-47 51DE=- 'E=-' E=-LE=-V,471C)N SCALE: m ePm I m"m n Wm.!Oewr ,e.-.. ®® o TTI•. 1lJfll!® 6TIaPo IN MODEL E 1/8 ' . 1' - m' Fi`'ONT SCALE: r•ueew w W &tr 0 =t-r —---------- MODEL E �L�Y.4TION 01rma ioa' W 0.0 PITGI TT. Immom, moll mm /1 12L m Is E 21 v v t v � v� O'O!L _ _ _ o ® ® fF 11 El ❑ ❑ v �v LEFT SIDEE I I SCALE: MODEL D MODEL D E=-LE=-VAT fON 1/S ' - 1' - 0' 0 v tv 7v -eK•Ml.r 10'VM o§ o t A❑ ® s --------------- E=-LEE\\x/ATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. MODEL E v �v 70)<n ®Sl11aC0 Al "r. 1 /8 ' - P - ®' www.GLEAssociates.com AA0002369 ` _ J APR 21- 2004 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W 0) Lu m 10 to o �_ Q 'L ® = 7"!\ 0 LL V Z C J C)SIEMENS C 0 W ® N> W O o�QZa� Co X W mZjaaiac"n � v CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATE BUILDING 16-1 MODEL E MODEL D I MODEL D MODEL E LOT 161 1 LOT 16B I LOi II I LOT PIO CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 ISSUE DATE: 04/19/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE EXTERIOR ELEVATION S H E E T N 0. Am3 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL N0. OF 10d NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C 800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G 550 TA 20 10 2 STRAPS H 620 TA 20 10 2040 TA 20 15 2 STRAPS J 350 TA 20 10 K 1500 TA 20 15 L 570 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: ERpo a gory e Importance Factor (I —1.00 Baeic wind Speed ( V ; -125 mp Mean Roof Height h -48 ft u ng e — nc oae End/Comer Zone width (a )4-ft Roof Angle f B 1 = 23 deg Internal From. ff. GCPI = 0.18 Design Output: Car" pon- oo remium a reeeuree Effecklw wind Area SO.FT. n ar (Zone 1 + e n one (Zone 2 + finer o (Zone 3 + n er ar (Zone 4 + e n one (Zone 5 + 10 g 1 _ _ _ _ —68 20 — — — — — 50 _ _ _ _ _ 100 _ _ _ _ —00 200 21 1 — — — — —40 — — — — —42 1000 —A 11 1 — — —*Al— a ¢ #5 BAR T&B F z #3 0 12" O.C. THRU-OUT a z PRECAST LINTEL N o CONC. FILL SOLID TO BOND BM COMPOSITE BEAM 0 TOP OF WALL @ 9'-4' A,F,F, N�� TOP OF WALL @ 10'-0' A.F,F, TOP OF WALL @ 20'-B' A.F.F. — RAKED PARTY WALL 2,5/12 CATHEDRAL CEILING NOTE: �el �YliiwaE.0 a us GBGBI HMO&ZFEC! T •!• �I1WN.1N•F�eLD MMEM ALL HANGERS LUS26 U.C.N. or u IT. ., "i- Iell■� M 1�11�' 1( 1�71111P.1� II�II li�l � i,ll®11 (\ I� i1�g III ®I �I- ` 1 ;III ,_,_ �--��■IIII ��-I�II I I r' FOR JOIST TOP @ 11'-4' 2X8 LEDGER FLOOR TRUSS BTN. @ 9'-4' FLOOR TRUSS AND LEDGER 8' BLOCK HEARING WALL TYPICAL FLOOR DETAIL SCALE- 3/4'=1'0' WALL LLQLN.0 9'-4' A.F,F, OF WALL @ 0 TOP TOP OF WALL @ 10'-0' A.F.F, WALLS �Ir • h Z X If RXF DffD= ZOE Zx a Al ff DID ZONE MIX 33 ROW COM ZUE ZQE /, VNL MIERm! ZME ZQE S VALL ERR ZONE e RaF All . ENDAM iE ZX V011H HIP ROOFS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY MELD INSPECTORS THAT MAY E NECESSA.RY IN ORDER M COMPLY WITH ALL ARPXAZLE CODES. PH. (772) 286-3700 FAX (772) 288-4234 Roof and Floor Truss 4175 Martin Highway Pain City, FL 34990 ul 0 Uj� � o � O N 7 �w o� o 0 x O d ti O N r� www.GLEAssoclates.corr AA0002369 Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W U) W Cfl�® O�•s` r Cie w Z �� 0 C Cf) O session 4W�+ Z (p J H 0c MINIMUMLU III (p Z a Q d � _ W ~O J Q. m J d. I— Q fn .1tt V CLIENT: KOLTER SIGNATURE HOMES 21 50NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE I BUILDING 161 "rooms p'aoa o I room of moms LOT w I Lm w I Lm it l LOr ry CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 I S S J E D A T E: 04/19/04 DRAWN BY: RNF CHECKEDBY: QT SI-IEET TITLE T IM" P LhN S IT E L T N 0. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS O450 TA 20 10 B 550 TA 20 10 O800 TA 20 10 D 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 O870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure 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. GCDi = 0.18 Design Output: Component Roof Pressures PS F Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + End Zonel (Zone 2 + Corner Zonelnterlor (Zone 3 + Za (Zone 4 + a End Zone (Zone 5 + 10 29 —46 29 —97 29 —97 —55 51 1 —68 20 27 —45 27 —89 27 —89 48 —53 48 1 —63 50 23 —43 23 —77 23 —77 4 —50 45 —57 100 — 2 ---Fa—Ti— — 8 —47 43 —53 200 21 —42 21 —68 21 —68 4 —45 41 —48 500 21 —42 21 —68 21 —68 —42 38 —42 7217 1000 — — — — — #5 BAR T&B #3 ® 12" O.C. THRU—OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM WALL LEGEND TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 21 A,F,F - RAKED PARTY WALL \ \ \ \ 2,5/12 CATHEDRAL CEILING NOTE NotE • L 'FAMJaSF7IEENe'pk-lJ - �LWAD60 EA SIDE GF TliJee I!!' DOLT TOi4M.A?P UM) 3/4.' rro TI-Ill oLTe (14) ma L& E FASTEN SIDE PLATE IM2) 3/4' Mb 71-eJ-1501-76 1 • 2. 'eEMCO' SGP2 NOTE, TYPICAL STRAP AJ4CNOR TO MA80l (UNO) U eaMCO TAPR216 rM X AL I3W EA STRAP ALL HANGERS LUS26 J.O.N. TOP @ 11'-4' FOR JOIST 2XB LEDGER B' 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, \\\ TOP OF WALL @ 10'-0' A.F.F. WALLS h e E ZONE L ROOF INTERIOR ZONE ZONE 2. ROOF END ZONE ZONE 31 ROOF CORNER ZONE 4 ZONE 41 WALL INTERMR ZONE ZONE 5- WALL END ZONE i ROOF ANGLE a END/CORNER ZONE WIDTH <�s HIP ROOFS PH, (772) 286-3700 FAX (772) 288-4234 0 Roof and Floor Truss 4175 Martin Highway Palm City, FL 34990 lV i USP 7 0 24' O.G. (1 ) 1 EA. STRAF I 0� c I 0 I 0 0 GONCRET USP MTS ON TRUSS USP TA (10) 10 0 0 I 1 1 in in THESE PLANS AND ARE SUBJECT T( REQUIRED BY FIEI MAYBE NECES COMPLY Yv'ITH ALL Ari-L1UAOLIZ e,WI 15'-0' 17'-0' 0 LU� o o m � N m�M�d J 2 Q2C2anCQ �W o2 or-od 0 N N a z J O X o < 0 N M www.GLEAssociates.com AA0002369 APR 2.1gp� R. QUINN TURNER Orowing Not Valid Unless Signed, Sealed & Dated By Registered Professional LLI Cn W CsD ® O 4± lc T� ® = C LU ILL 0 "6 Cn 0 Z Z�pJ W II— c a� 0�0ZQ W � JT l Cl)� J J 0 J a H Q� in V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 SUILE)ING I&I [El Lar *0 1 Lar 16S I LOT no CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 I S S U E D A TE: 04/19/04 D R A W N B Y: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN S H E E T N 0. 1 1-1- -1- — — UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS OJ 350 TA 20 10 K 1500 TA 20 15 O870 TA 20 10 M 400 TA 20 10 O3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category = Importance Factor ( I =1.00 Basic Wind Speed ( V 3 =125 mp Mean Roof Hei ht h 18 ft Building Type = nc ose End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCDi = 0.18 Design Output: Componen Roof Pressures PSF Wall Pressures PSF EffectiveInterior Wind Area SQ.FT. Zoe (Zone 1) + — End one (Zone 2 + — Corner o (Zone 3 + — Interor Zoe one 4 + — End one (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 1 —4 1 —68 21 —6 4 —4 43 —5 200 —4 1 —6B 21 — 41 —45 41 —48 500 21 —4 21 — 1 —6 38 1000 - - - - - #5 BAR T&B #3 ® 12" O.C. THRU-OUT PRECAST LINTEL CONC. FILL SOLID TO BOND BM hj�� FWAMIAMM TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F. $$$ $$I TOP OF WALL @ 20'-B' A,F,F.I - RAKED PARTY WALL \ \ \ \ 2,5/12 CATHEDRAL CEILING NOTE: NOTE • L %&IIGF�EENe' MUG �.YLVA7D�D Eok O4' O TFNtl1M-COLro V!'e00LT TO MAD.A F_e. (W IDd EA FAeTEN 6IDE FLATS 11113) 3/4' 1 15 iHRI-DOLT. NOTE • 7. 'OEMCO' earl NOTE, rf TO M 6 4W U(INO (mTffl" MAX UL - SO EA GIRW ALL HANGERS LUS26 U.O.N. 23 TOP @ 11'-4' FOR JOIST 2X8 LEDGER B' BLOCK BEARING WALL FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL _L EGEaD J TOP OF WALL @ 9'-4' AF,F, TOP OF WALL @ 10'-0' A,F,F, WALLS 1 h IDNE L ROOF INTERMR IDNE ZONE S ROOF END IDNE ZONE 3 ROOF CORNER ZONE ZONE 4, WALL INTERIOR ZONE ZONE 51 WALL END ZONE • ROOF ANGLE e END/CORNER ZONE WIDTH UVIVIIHIP ROOFS PH. (772) 286-3700 FAX (772) 288-4234 0 Roof and Floor Truss 4175 Martin Highway Palm Clty, FL 34990 r I 13'-0' 13'-0' I 1 26'-0' 2r c;l FLOOR FR.41" I INC= 6GALC. -7- L _ 7'-5' D D i='L AN A-4 I/® - - V - m' '-5' THESE PLANS AND Al ARE SUBJECT TO A REQUIRED BY FIELD MAY BE NECESSA COMPLY WITH ALL A —n• ■ 1 ".)' — (6) I/4' X 2-1/4' TAPCONS /-M ❑NARY HANGER BY BUILDEI5� aim CONIC • NJ -in- .. ■I■I■I■I■I I■I■ ■I■ �! II■III■III■I11■III■III■IIII■IIII�III�IShi3lE•3�IIIC�311:19111■III�I[!�I ��,�� A� A..� A..�'► � �._�6..A�\A4�.AAA� �....t.�►_... Aq�_.... �e.AA....� � v_� �►_A..A'b �_�..4.A4 1... ►.A�. D_._AA�� 1 64 I , ► ► , I — ,I�♦*4 i �I■ 1��il �'I�I�— ■I�I: MINI 1� ■I■I■I■11�,_ NO*—*! �±��-- Imo'©�I■Ir Ilr♦♦ 1 1 ' I r.• - hI, �II = III■I■I■I�JI■I■I■■11��'1!/®II■_■■'■�■'� _��II_ r _`_ II ■_ . I�, 1 l �'�II■ 14'-1 1 1 1 �I�II ■��'1 OI 26'-01 ROPOSED WO E CORRECTIONS A-4 ;PECTORS THAT IN ORDER TO ,ICABLE CODES. 0 W� =o o m � N d 2 N J cD m to Q O X 0 N M www.GLEAssociates.com AA0002369 APR 21 20L14 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed @ Doted By Registered Professional W Cn LLI C9 Q 4D rho=mac z w LL �Ccn 0= Z cc _ W cc zQ V =CnXwCOD 0 0 J J IJ- m j a a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDINCs 16l LM *1 111101 LOT *% I LOT no CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 ISSUE DATE: 04/19/04 D R A WN B Y: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. A-4®2 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS OA 450 TA 20 10 B 550 TA 20 10 C 800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 S 2 STRAPS GO 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS �J 350 TA 20 10 K 1500 TA 20 15 O870 TA 20 10 M 400 TA 20 10 O3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 Q 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure Category =U Importance Factor ( 1 =1.00 Basic Wind Speed (V =125 mp Mean Roof Height h =18 ft Building Type = Enclosed End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GC i = 0.18 Design Output: Componen Roof Pressure a PSF Wall Pressures PSF Effective Wind Area SQ.FT. In erfor Zo (Zone 1) + a End Zone (Zone 2 + Corner Zo (Zone 3 + Interior Zo (Zone 4 + a End Zone (Zone 5 + 10 29 —46 29 —97 29 —97 51 —55 51 —68 20 27 —45 27 —89 27 —89 48 —53 48 —63 50 23 —43 23 —77 23 —77 45 —50 45 —57 100 21 —42 21 —68 21 —68 43 —47 43 —53 200 21 —42 21 —68 21 —68 41 —45 41 —48 500 21 —4 2 —68 21 —68 38 —42 38 —42 —47 1000 — =158F 2T— — — Q a c� lV Q N N COMPOSITE BEAM BAR T&B 12" O.C. THRU—OUT ECAST LINTEL NC. FILL SOLID TO BOND BM WA L LE-G-E1VD TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 20'-8' A.F.F. - RAKED PARTY WALL �]] 2,5/12 CATHEDRAL CEILING NOTE NaM • L 'HIXIIIIFTEEN9'�011S -- pWAADW EA SIDE OF Tp,96 0 QOL TT O MAS. 7FAU'(2) 3/4' Fm Ti.M.MOLT6 !14) led EA FASTEN SIDE PLATE 11M) 3/4' Me TI-M-pOLTS NOTE • 2. '6119'100' 86P! NOTE. o IFGAL SIRASaNli,IYAPTANCFIOR aF7'100 TAPR:Y. /M ULL - 1130 EA STRAP ALL HANGERS LUS26 U.O.N. FOR JOIST TOP @ 11'-4' 2X8 LEDGER FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS 8' BLOCK AND LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'O' -- WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. ���/HIP ROOFS --���D' WALLS a h Q ZONE 1- ROOF INTERIOR ZONE ZONE 2, ROOF END ZONE ZONE 3, ROOF COMER ZONE ZONE 4, WALL INTERIOR ZONE ZONE 5, WALL END ZONE • ROOF ANGLE • END/CORNER ZONE WIDTH PH. (772) 286-3700 FAX (772) 288-4234 Roof and Floor Truss System CQ 4175 Martin Highway oar Pain Clty, FL 34990 26'-0" 1 13'-0' i 13'-0' I Cif I N TRAY ❑PTI❑N D O 2 F 6 41 3 16' DEEP FLAT GRD. BTM, a -q F_ in W ,UI FL22 SES ALL FLOOR TRUSSES (1) USP RT24 FL21 01 (4) NAILS EACH D5L 2X8 LEDGAR ANCHORED TO TOM IN CONC FILLED CELLS WITH 5/8'R HEAD WEDGE BOLTS AT 12' O.G. STAGGER TOP AND BOTTOM W55860, MIN EM50 = 2-3/4' INTO M F- R) 0 10'-8' 4'-2' 1 L❑ FL19 FL18 ` FL17 J L r l r 10'-0 1/2 15'-3 1/2' v -T 0 -9 c n L F63 J � r � P @ 10' DBL, 2X8 LEDGER TOP @ 12'- ' 24' DUCT CHASE cn I N � F— i-) /DI3L. 2X8 LEDGER TOP @ 12,_ FL13 I FG2 J 0 I I � I I I I - 55' 5:31-71 a.- 6'-0" S.M YEDEL D D � A-4 2r1d FLOOR Fiz.41"f INCx PL N -4' V THESE PLANS AND Al ARE SUBJECT TO A REQUIRED BY FIELD MAY SE NECESSA COMPLY WITH ALL A . Pr30POc IY CORR£ IN ORDGn Iv ,ICABLE CODES. 13'-0" 13'-0' 0 W0 J ^ LL7 N od Q 00 OO Li ^ u7 o o J O X 0 N www.GLEAssociates.com AA0002369 r APR 2 f 2004 R. QUINN TURNER Drawinq Not Valid Unlsee Signed, Sealed & Doted By Registered Professional W U) W ram®cc =moo Z LLJ LL. C�c; Jo_ Z� v- W c w� ® O � zQ O c~c^ r CL W LU J F a m � 4 U)� d V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE I BUILDING 16I MODEL E MODEL D LOT * LOT WS MODEL E LOr no GASTLEIII COMMUNITY J 0 B N 0. 04750-00212 I S S U E D A T E: 04/19/04 DRAWN BY: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN SHEET N0. A4.3 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 B 550 TA 20 10 C 800 TA 20 10 D 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS G❑ 550 TA 20 10 2 STRAPS H 620 TA 20 10 OI 2840 TA 20 15 2 STRAPS 0350 TA 20 10 K 1500 TA 20 15 ❑L 870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 0 430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES xposure Category =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=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + End Zone (Zone 2 + Corner Zo ((Zone 3 + eln erior Zoe (Zone 4 + End Zone (Zone 5 +-11 10 29 -46 29 -97 29 -97 5 -55 51 -68 20 27 -45 27 -89 27 -89 -53 48 -63 50 23 -43 23 -77 23 -77 4 -50 45 -57 100 21 -42 21 -68 21 -68 43 -47 43 -53 200 -42 - 1 -68 -45 41 -48 500 21 -42 21 - -68 -42 38 -42 1000 - - - - - a — ' iIIIIIb #5 BAR -. °`'= < 2 PRECAST LINTEL FILL CONC.BOND i • %dlllll►. COMPOSITEBEAM jW&MMA FA 10402, If TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 20'-8' A.F.F. — RAKED PARTY WALL \ \�� 2,5/12 CATHEDRAL CEILING NOTE Nal • L 'FPA aiHiisi WIUG W(ADSE EA SIDE OP TR VI' )SS SOL� EQUW2) 3/4' MIS 71-M-(1E7LiB (14) led ES. PASTEN SIDE I -LATE WH2) 3/4' MO THRU-11501-76 NOTE - 2. 'GEM" 6W2 NOTE. t.GSTRT e=I=II ANGFIOR (10) NOd Ill MAX OL. - LM EA STRAP ALL HANGERS LUS26 U.O.N. FOR JOIST TOP @ 11'-4' 2XB LEDGER FLUOR TRUSS BTM, @ 9'-4' FLOOR TRUSS 8' BLOCK AND LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALE, 3/4'=1'0' WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. WALLS 9 h Q ZONE L ROOF INTERIOR ZONE ® ZONE 2- REEF END ZONE ® ZONE 3 ROOF CORNER ZONE M ZONE 41 WALL INTERIOR ZONE ® ZDNE 9 WALL END ZONE a ROOF ANGLE . END/CORNER ZONE WIDTH HIP ROOFS PH, (77 ) 286-3700 FAX (772 RBB-4234 Roof and Floor Truss 4175 Martin Highway Pair, City, FL 34990 -0" 15'-0' I� 1 M U U U / CJ 1 / / 1 / ° A8 / / UP 1 U U / X 7 `D In v a A) Q a ( / / X X X X / X X ,X X X0, / / / 1 J / / S ERS/k X\'Go > L FG3 7'-0' SETBACK CONCF L J L J L L J J J L J r` (3) US110 WO FGI TP FV17, AX4 O i FLAT j000 OOST C 3 / / LEG 7 F OWN 2- FO 9' Y 4' BE RING USP TA, (lo) loci /-HHUS28-2 HNGR, — - NOTE " 2 yp� u) (1) U U U U CJ C 3 1 N I)E ! DO 1 (U T• E ID I / / / V 8 IN I ,n- N (U F/� FT" 9'-4' M N V20 11 Hl 6 HA G V19 L J L J L J L J L J L J L J[L� (1) EACH D2 2-PLY C ! C D1 11'-0' 17'-4" C 1" 32'-0' a M[IDELE AF1 E RE! A 4 A_4 II DO ! O I USP TA2 e /—(Io) loci ;W. ZETE TO WOOD USP MTS 2-15 ON TRUSS FGI o ® 24' O.C. EA. STRAP SIDE W PLANS AND ALL PROPOSED WORK IE SUBJECT TO ANY CORRECTIONS IUIRED BY FIELD INSPECTORS THAT IAY BE NECESSARY IN ORDER TO 1PLY WITH ALL APPLICABLE CODES. 0 W0 N m���00 ❑ o ^o N ¢ O x z o d -< 0 N M www.GLEAssociates.com AA0002369 APR 2 2004 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional Cm W N M cc r ® 0 w � 1f_ r cr ® _ W 0)2 LU zLL C)o Cl) O0 = c cc Ww > ® LU 0 co r z Q as ��WJaJ m Ca Ill cco wit V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34985 OFFICE: 772.468.4703 NO. REVISIONS DATE I BUILDING 161 CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 ISSUE DATE: 04/19/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. 14 6• ANCHOR TO MASONRY WITH (3)1/2' . ANCHORS TYPICAL MASONARY RH. WEDGE BOND BEAM CONCRETE 8' x 16' CONIC. BEAM BLOCK LINTEL 'CASTCRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND AND FILLING, IF REO'D. a 8' x 19,' CONC. BEAM BLOCK — CONCRETE — — 7 BLOCK WALL MIN W/ CONG MIN BOTTOM OF NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) LINTEL DETAIL Filial DOW— COL. BY SUB-CONT. 2 • S STRICT. STEEL BARS YEW. TIED TO FOOTING PAD :ONC. FILLED HALF COL. WHERE Ill (NON STFIICTUFE) ALL PI;M-CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. PRECAST COL P x 3' F°RESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ 899 X 11/2' SM 6' O.G. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS. WINDOW BUCK DETAILS BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILT[ SHOTS ® 12' O.C. TYP ARCH WINDOW OR OPEN'G 2x 4 ON FLAT m 24' O.G. TYP 5/8, CDX PLYWD. NAIL'O W/ 86 NAILS • 6' O.C. 2x 4 HORIZ. s Co' O.C. CU TO FORM RADIUS OF AIR 8x COL OR FILL'D CELL E ASIIDE OF OPEN'G SEE PL ARCM FiRX-IING PET STUCCO FILLED CELL W/ (1) M5 EA SIDE JAMB (TYP) LAG SCREW PER MFG DATA WOOD DR TRIM (Pi) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3836, MIN EMBO 1 1/2' PULLOUT 4100 PSI SHEAR 5009) PSI FIRST ANCHOR 12' ABO FF. MAX SPACING BTWN ANCHORS 36' GARAGE DOOR ANCHOR DETAIL 8' x 12' CONC. COL. W/ (4) "5 4 03 TIES • 12' O.G. I (1) 05 BAR VERT. HEIGHT GHANC;E DETAIL STUCCO SEALANT 1/4' STEEL SIDE AND TRIW BOLT WITH (2) 1/2' . BOLTS TO GIRDER TIRUNES TYP ANGI-IOR FOR PATIO GIRDER TRUSS TO MASONRY P11=R (FILL BLOCK COL'S SOLID U11TH GONG) STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (8) 106 GALV COM 2 X 8(6) VERT STUDS AT 16' Or - PROVIDE DBL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X 16 BOND BEAM CONC FILLED WITH (1)"5 ATTACH 2X8 PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONC 2/1/29 OR ANCHOR WITH HILTI SDM-12-836 PIN (METRO DADE PROD APP NO SO-12COM8O) PROVIDE (2) PINS BTWN EACH STUD SECTION KNEE WALL TO MAS FILLED CELL W/ (U 05 EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS ANCHOR DOOR JAMB TO BUCK WITH (2) 010, 1' FROM EACH END, 24' O C. EXT- DOOR ANCHOR DETAIL STUCCO SEALANT ANCHOR DOOR JAMB TO BUCK WITH (2) MID, 1' FROM EACH END, 24' O.C. 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.C. g ENTIRE LENGTH OF S IC 880 TR TRUESS 2' 4' OyyEE VERR ppARPO%gg F X 8 FASCIA X 4' 6'-0' 2' X 6' VERT. • 24' O.C. GABLE END TRUSS MTL. STRAP ® 24' O.G. 1/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD 48' FLAT GABLE END BLOCK WALL DETAIL TYPICAL FINISHED CLG 1/2, GWB 2x STUDS ® 24' O.C. A.H.U. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER 3 LOC. TOP 4 BOT. 2x 4 STUDS + 24' O.G. 4- 16d NAILS PER CONNEC. FINISHED FLOOR NOTE: SEE A/C PLAN FOR LOC OF DUCTS 4 RETURN AIR AHU STAND FILLED CELL W/ lU "5 EA SIDE JAMB (TYP) X 4' PT WD BLOCKING OUTSIDE WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR B' DOORS SCUD DOOR ANG�40R DETAIL SLAB THESE PLANS Ati " R.I kI< ARE SUBJECT TO AW COURRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 W� N � Jm M M uo <F Q � � tD 0�0 p K W 0 W V Z W O z o X 0 N M www.GLEAssociates.com AA0002369 APR 21 21111'r R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed k Dated By Registered Professional W y LLI � Cfl O fv ra;o=moo Z LL to P LJJ Cc Z 0O c cIt LL! V olc*o-0za. r � (� X LLI V m C)J _j Q CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00212 I S S U E D A TE: 04/19/04 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 DETAILS/ SECTIONS S H E E T N 0. Am5 TOP PLATE ANCHOR AT EACH STUD — STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE -2 X CONT. TOP PLATE 7WA 2 X WOOD STUDS ® 16' O.G. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X i' LONG <WIK-BDLTS m 48' O.G. OR TOP PLATE ANCHOR 311 X 300 SST/REDHEAD AT EACH STUD AS POWER FASTENERS 01524 SDC MUD SILL ® 12' O.C. , PEAfRING WALL DET74ILS PRE-PA15 WD. TRUSS FRP1. TRUSS MANUF'D.SPACE 024' OZ 2 X TRUSS BRACING ATTACH'D TO TOP OF BOT. CHORD W/ (2) 16d NAILS PER TRUSS. PROVIDE SIMPSON HETA 20 (14) 10d EA TRUSS STRAP BENT OVER TOP CHORD (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND BM TYP. 8' CMU. WALL ALT. TSLu55 STFRAF. GYPSUM WALLBOARD_ SEE ENERGY GALLS. FOR INSULATION - PROVIDE SEMCO RTPGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD W/(3) I6d NAILS 4 TO DBL SILL PLATE W/(2) Ibd NAILS 4 TO CONT. CANT BLOCK W/(3) 166 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 5/5' EXP I PLYWD SHEATH'G W/8d a 6' O.C. EDGE 4 FIELD 4' O.C.. CRNRS PROVIDE SIMPSON MTS STRAPPING EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS W/(8) 10d NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND SOT. FASTEN WITH (8A0d NAILS 2 X 6 WD STUDS • 16' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. W/MIN 2 NAILS PER 80. FT. MOT PLATE (2) 2 X 6 CONTINUOUS <NEEWALL DETAIL A2� SIMPSON SP4 COM EA. SIDE FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE SIMPSON MTS STRAPPING WIMPSON HO STRAPPING ITH (5) 10d FOR TRUSS Al WITH (5) 10d FOR TOP PLATE WOOD HEADER (DIMENSIONS VARY) SIMPSON LSTA STRAPPING (12) 10d EA. STUD 5fRN1G WALL HEADER DETAIL CONIC. TIE BEAM w�/ OvIDE NA SP4 (4 EACH SIDE) 2x6 WD. FRAME WALL STUDS ® 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 CONIC. BLOCK WALL EIRA�'IE WALL/5LOCIG CONN. IGI4 RIB METAL LATH !EEN VENTS 0 8' OG PLATE NON -BEARING INTERIOR WALLS 3 5/8' OR 6' GALV METAL STUDS 6 24' OC 1/2' GYP WALL BOARD EACH SIDE INSUL WHERE INDICATED ON PLANS SEE ENERGY CALCS. NTIR. WALL SECT ION RF PLYWD SHALL BE 5/8' CDX3 APA 24/16 EXPOSURE 01 EDGE NAILING INTERMEDIATE NAILING 13OUNDRY NAILING • CORNER NAILING ROOF FLOOR 8d ® 6' O.G. 10d a 6' O.G. 8d ® 6' D.G. loci ® 10' O.C. 8d 6 4' O.G. 10d s 4' O.G. 8d ® 4' O G. NO NAILING 5CHEDJLE SEE ENERGY CALC. 12 5.5 INSULATION PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON CONIC BLOCK I/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' CC. PROVIDE WALL INSULATION ALL EXTERIOR MAS WALL: REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELE V.10' -I' RAISED STUCCO BANDS REFER TO ELEVATIONS DEVIL-7r JAr'15, SCALE: 1 1/2' MARBLE SILL W/ 1/2' OVERHANG WINDOW SECTION 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.G. MAX 1 X 3 PT NAILER '4T THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO INNY CORRECTIONS REQUIRED BY PIP.LD PAN iEUTORS THAT MAYBE NECo';GSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. O 0 uj o N m m d cn DO o rr w co o :2 = o w a N N 0 o x z o a N www.GLEAssocicites.com AA0002369 I : --Q�-- R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W N W r2 Cfl V11 0 W W Z U. _ _� Z � J � c T Q o � z Q t� ♦♦ ^^ J N X W V = 0 J H J m J a Q N CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772, 468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00212 I S S U E D A T E: 04/19/04 DRAWN BY: RNE CHECKED BY: QT SHEET TITLE DETAILS/ SECTIONS S H E E T N 0. Am6 METAL TRUSS ANCHORS EA. END EA. TRUSS SEE ENERGY CALCS FOR INSULATION TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE- SEE FINISH SCH — TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O.C. MAX TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES DBL. 2X8 PT, W/ 5/8' X8' WEDGE ANCHOR AT 24' O.C. 1X3 FIRE STOP 8' C.C. HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' ❑C• PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE- SEE FINISH SCH SLAB AND FOOTING ELEV.0' CONCRETE ROOF TILE INSTALL PER PRODUCT APPROVAL AND AS PER LOCAL CODE REQUIREMENTS ON 90# TOP FELT HOP MOP TO 30# ANCHOR FELT, TIN TAG TO PLYWOOD SHEATHING PLYWOOD ROOF SHEATHING (SEE STRUCTURAL GENERAL NOTES- COVER SHEET) PRE-ENGINEERED TRUSSES 1 X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF TOP OF 20'-B' BEAR AS SCHEDULED 2 X 6 SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH TYPICAL SOFFIT CONSTRUCTION PROVIDE G'X24' SOFFIT VENT @ 6'-0' O.C. SCREEN TYPICAL AT ALL TRUSS END CON➢ITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT HLK 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• uHEAM ~ "'-B' AS SCHEDULED CEILING HEIGHT w +9,-4' AS SCHEDULE➢ TYPICAL DOUBLE TIE BEAM CONSTRUCTION 8'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 BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR• RAISED STUCCO BAND SEE ELEVATIONS " GRADE VARIES TYPICAL SLAB CONSTRUCTION REFER TO FOUNDATION PLAN FOR 4' CONC SLAB W/ 6X6 1010 WWM FOOTING SIZES AND STEEL INFORMATION. ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 2 STORY TYPICAL WALL SECTION (END) WALL SECTION USED ON 'C' 4 "D" MODELS 2'x8' WD• HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM 2'X12' WD, STIR 4'x4'x4'xl/4 CLIP L W/5/8'x4 WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) TRUSS L BRACKET W/2-1/4' BOLTS 1'X 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 1X8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS. BASE- SEE FINISH SCH CONCRETE ROOF TILE AANT ISTOLL PER PRODUCT APPROVAL 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 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGS, 5/8' STUCCO OVER HIGH RIB METAL LATH - PROVIDE ALUM. SCREEN VENTS @ 8' ❑C IN SOFFIT - SINGLE BOND BEAM W/ (1) #5 CONT. (NOTEi PROVI➢E DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BILK 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' ELEV.0'� "s GRADE VARIES e REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. EXT. WALL SECTION e/4' •P'0' 1 HOUR FIRE RATED PLYWOOD RAKE BEAM X12' PO 4' FROM MIN 8'URED CON( TIE BEAM W/ (l) #5 /PYRII-GUARD PARTY WALL EACH SIDE RB TOP O) #5 RB BOTTOM CONT. EXCLUDING HEEL CONDITION TYPICAL TIE BEAM CONSTRUCTION RAKE BEAM TOP OF BEAM SEE ENERGY CALCS FOR INSULATION AS SCHEDULED TYP INT CLG CONSTRUCTION 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR A➢DITIONAL REQ IX3 FIRE STOP 8'-0' O,C. MAX NOTEi THE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' ❑C• PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS. BASE- SEE FINISH SCH—,, TYPICAL SLAB C 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 DOUBLE PT_2X12 TO SECU D BEAM W/ 5/8' SIMPSON WEDGE BOLTS EVERY 12' D.C. TYPICAL INT. BILK WALL CONSTRUCTION UL TEST NO. U905 TYPICAL INT. BILK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. ❑TING SCHEDULE TYPICAL PARTY WALL (MIDDLE) WALL SECTION USED ON (W MODELS ELEV•0'� 01_0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO (1) # 5 REBAR TOP COMPLY WITH ALL APPLICABLE CODES. (1) # 5 REBAR BOTTOM 1 4 SPAN # 5 @ 6' O.C. RAKE BEAM (1) #5 REBAR 90 DEGREE # 5 REBAR NOSING TYP. 11" OVERLAP REBAR • 24' AND TIE 1 �� • VERTICAL BOND BEAM COLUMN-.MAS BLOCK WALL #5 REBAR 12'TOP 4 #5 6'BOTTOM EQUALLY SPACED • (4) # 5 REBAR RAKE BEAM MIN. 8'X12' POURED CONCRETE TIE (1) #5 TOP AND (1) #5 BOTTOM REBAR #4 REBAR @ VERTICAL TO VERTICAL 8'X12' CONCRETE COLUMN TO (4) #5 REBAR, 10, O.C. DISTANCE@S SHALL NOTEXCEEDTH 90- #24'REAND THEMAXIMUM • HORIZONTAL DISTANCE SHALL NOT EXCEED 36'. • REBAR TIE BETWEEN BOND BEAM AND RAKE BEAM DETAIL TYPICAL SLAB CONSTRUCTION "' WALL SECTION USED ON (I -I) MODELS 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER 44' X 44' X 12' CONC. CHEMICALLY TREATED SOIL STAIR PAD W/ (5) COMPACTED TO 2500 PSF MIN #5 REBAR EACH WAY OR FIBER MESH EXTERIOR STAIR DETAILS USED ON "C" 4 "D" MODELS 0 C > W J � ifJ o °0�0 N m 1+] M Q X p IIIIIIIIIIIIIIIIIIIIIIIIIII w CT : oLn o w n z w d 0 z o < a N r2 www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W N W C1D~d10 O Wz LL V c cp O c Z co r J W F— `�` O D�OZQ� G U) W / Cj) X W V 0 �o��aJ m J d Q W CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00212 ISSUE DATE: 04/19/04 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. Am7 m m M PANELELECTRICAL coign �- .... ©©III. ., ._ -.. III��I11111,111111 IIIIIII, Emu mmm . ©IIIi�II�Illll, mIIIIII,IIIII,IIIIIIIIIIIIII,-1111111111��1111, ©IIIIIIII1IIIII1mmm IIIIIIIIIIIIIIIII1-11111111II�IIIIII'111E,lllllllllllllllll1-111111111 ®IIIIII,IIII,IIIIIIIIIIIIIII,-IIIIIII1©IIIIII,1111111111111111111111,-_IIIIIII1 �ME �© II�II�IIIJ �.-. -... •.o._- III�II�mllll, _. ..• ._ III III�IIIIII,IIII, IIIIIII111�mllll, .. • - III III�IIIIII,IIII, � � IIIIIIIII1©IIIIII,IIIII, IIIIIII, =mmm LOAD CALCULATION A/C a lee % 15 KWB FIRST le KW5. a lee% — 10.0 KWS REMAINDER a 40% ll KW6 412 - M.5 - 2%1 X A . 11.5 TOTAL 234 KWS 2%4 K11115 X 1000 122 AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 16E3 SOFT. X 3 WiS/SWT. 1000 DID KW6 — t�*I0DEL D ELECTRICAL PANEL NO Ism TRIP m DESCRIPTION WIFE NO TPoP INN DESCRIPTION WIRE 1 3 2R 1,11 AIR HANOLER • 6 2 4 1 S 7re0 MG cone. • 6 6 D 2/SO GD RANGE ! T 9 i120 20 01644 11ASFIER)D16PO6AL M2 10 12 2/BO bD ORTER II V70 10 IR?FRICiERATOR M2 13 Inc Its MICROUNVE (OPTJ M2 H W 2AS 4b WOTWATER FEATER MO lb V!0 Ib WASVER M2 IT V20 LD SMALL APPLIANCES (CIF) R 16 VID OD INTERCOM O rLET (OPTJ M2 5 MOO 18 SMALL APPLIANCES M2 20 V70 Ib SMALL APPLIANCES M2 71 VE ,{b GENERA. LIOMMG 94 22 VE GENERAL LrhITMb (CA) M4 23 24 VE GENERAL. LICdRING M4 2b 26 21 26 2 90 31 32 33 V20 O FAN OUTLETS M2 34 W MOO 1r0 CM RACd DOOR OPENER M2 36 MOO BATHROOM REC. '17 3T SMALL APPLIANCES (CFD W 1120 SMOKE DETECT. A EATFIRM. LIGHT M2 3' SPARE SPARE 41 SPARE 47 SPARE 1 Swam. 233 IOW. TOTAL CONJECTEL LOAD. 46b It= SIIDTOTAL 2" ru LOAD CALCULATION A/C a 100 % 15 KW5 FIRST 10 KWS. a 100% — 100 KWS REMAINDER a 40% 10.1 KWS 46.1-20. 26.1 XA•10.1 TOTAL 202 KM 31A, KW6 X 1000 10 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 14M SOFT. X 3 JUTS/SOFT. • 4.5 KUS — 1000 OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OU' T14EROSTATO AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED 110DEL E PROVIDED I MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL 5E HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORD" AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL. FROM THE FRAME OF THE APPLIANCE TO COMPLY. i" I 3-1/0 T4UN OU. IN 1 1/2' CON. 1 04 THUV CU TO 242/E' X S' LOW GROUND DRIVEL ROD PER NE.C. TO PPL POWER CO. Cut ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) 2 NC FLOOR ELECTRICIAL PLAN I ST FLOOR ELECTRICAL PLAN ELECTRICAL PLAN E-1 SCALE: 1/8"=1'-01I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. o ujQ J p � O N � J m M M Z J cO (D QD � W p � N Z O d IQi p N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W m W Cfl v" _ 0 � -0 L C3 Z M T W (Q LL C) C cc 9r J G 0 Z Oct Jr Cfl 0 LU 4) CO3)x Q J H m -.1a a .r U) ' + CLIENT: �I 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 16-1 YI J J�7:JlY.�i1�1J LOT 161 1 LOT *0 I LOT 16E I LOT P70 CASTLEPINES COMMUNITY J 0 B N 0. 04750-00212 I S S U E D A T E: 04/19/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml m s m� r- ELECTRICAL PANEL NO TRIP KW DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • b 2 4 5 2/50 A/C COMP. 08 6 8 2/50 12.0 RANGE �16 � 9 2/20 2.0 DISH WASHER.016POSAL M2 10 12 2/30 5D DRYER M0 II 1/20 Im REFRIGERATOR M2 13 1/20 15 MICROWAVE (OPT-) M2 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER M2 PI 1/20 15 SMALL APPLIANCES (GFI) M2 18 1/15 05 INTERCOM OUTLET (OPTJ M2 19 1/20 15 SMALL APPLIANCES M2 20 1/20 15 SMALL APPLIANCES M2 21 VI5 50 GENERAL LIGHTING M4 22 1/15 GENERAL LIGHTING (GFI) M4 23 24 1/15 GENERAL LIGHTING M4 25 26 21 28 29 30 31 32 33 1/20 12 FAN OUTLETS 012 34 35 1/20 18 GARAGE DOOR OPENER M2 36 1/20 BATHROOM REC, 442 311 SMALL APPLIANCES (GFU 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT 012 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 23 � KW. TOTAL CONNECTED LOAD: 4'12 KW. SUBTOTAL 235 K.W. LOAD CALCULATION A/C a 100 % -1.5 KWS FIRST 10 KWS. a 100% 10.0 KWS REMAINDER 9 409. 11-9 KWS 47.2 - 175 a 29.-I X .4 = I LS TOTAL 2SA KWS 29.4 KWS X 1000 - 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1683 SQFT. X 3 1JT6/5QFT. 5-0 KUJS 1000 3-1/0 THWN CU. IN 1 1/2' CON. I •4 THWN CU TO 2-5/8' X V LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) �101DL D ELECTRICAL PLAN E-1.2 % SCALE: 1/4 )1= 1 1 -0'1 ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC A/C COMP THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 W� J � � N m J n ad0 oV ter; in w o 4 o ) o w o n w O X z oar o 0 N www.GLEAssociates.com AA0002369 APR 21 39'n4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional W _ N W CO ~ ® o r ® 2 Z O LL to LLJ r W > _ Cfl o Z Q ~ W H am J moats N � V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 16l mom". LOT *1 r.0oT 1166',1 Lar 169 1 LOT no CASTLEPINEES COMMUNITY J 0 B N 0. 04750-00212 ISSUE DATE: 04/19/04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.2 1 ELECTRICAL PANEL NO I-OLE ,-OP KW DESCRIPTION WIRE TRIPKW DESCRIPTION WRE 12 3 1b AN AIR HANDLER m 6 2 4 & 2 A/C COMP. • e 6 8 2 120R RANGE % � 9 2/20 2.0 DISH WAR/DISPOSAL BHE 02 10 1 12 2/3050 DRYER 410 II 1/10 IID REFRIGERATOR 4 6 V20 IS MICRmAvE (OPTJ a 14 16 2/28 45 WanLL4TER NEATER •IO 6 1/20 15 W4&NER o2 IT 1/20 15 SMALL APPLIANCES (GPU 92 18 1/6 OB INTERCOM OUTLET (OPTJ 112 19 1120 15 SMALL APPLIANCES 40 20 IQ0 15 SMALL APPLIANCE& •12 21 1/6 45 GENERAL LIGHTING B14 22 V6 GENERAL LIGHTING (GPU 014 23 24 1/6 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 L51231 33 1/20 1.2 1 PAN Comm 92 34 35 1/20 1.0 GARAGE DOOR OPENER 00 36 1/20 MATNRDOM REC, SMALLAPPLIANCES(GPI) 38 1/20 WICAM DETECT. 4 WATHRM. LI 39 SPARE 40 SPAN 41 1 SPARE 42 SPARE OU67OTA 2L _3 Ku TOTAL CONNECTED LOAo46.1 IOW. SIETOTAL2" Km LOAD CALCULATION A/C ® 100 % 15 KWS FIRST 10 KWS. s 100% 10.0 KWS REMAINDER 0 40% 10.1 KWS 46.1 - 20 . 26.1 X .4 . 10.1 TOTAL 282 KWS 31.6 KWS X 1000 118 m AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1488 RAFT. X 3 WTS/SOFT. 45 KWS 1000 O DL E ELECTRICAL LEGEND SURFACE MOUNTED LIGHT 0 BREAKER PANEL 1¢- WALL MOUNTED LIGHT 10i ELECTRIC METER 0 RECESSED HIGH HAT 11-J MAIN DISCONNECT PANEL Fp1 DE➢ICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT L.r '0— SURFACE MOUNTED FLUORESCENT FIXTURE ROUTED WIRE TELEPHONE JACK S� RECE®a TELEVISION JACK HEAT_AMP/ EXHAUST FAN COMBINATION D [j FLOOD LIGHT l�6JI INTERCOM -I SECURITY SYSTEM JUNCTION BOX l Ly EXHAUST FAN CHIMES �Q TRACK LIGHTING FIXTURE O THERMOSTAT SWITCH R TIMER RELAY ' 3 WAY SWITCH �,) SMOKE DETECTOR 49� 4 WAY SWITCH `�J� GARAGE DOOR OPENER i9a DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER PADDLE FAN -0 PUSH BUTTON -GARAGE DR OPENER k9 44r TIME SWITCH WEATHER PROOF SWITCH QUA➢RUPLEX RECEPTACLE e- DE➢ICATED RECEPTACLE FLOOR RECEPTACLE � DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATE➢ RECEPTACLE WEATHER PROOF RECEPTACLE � dl 220-VOLT RECEPTACLE GROUND FAULT INTERRUPTER RECEPTACLE 150 AMP SE I E (\�Ij�/ij/J� 3-1/0 THWN CU. TO FPL IN 1 1/2' CON. POWER CO. G.W. 1 04 THWN CU TO 2-5/8' X 8' LONG GROUND DRIVEN ROD PER N.E.G.— ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1/4NN=11-0" 4/C COMP TAIRS • ` -��� I A/C COMP I I/ ALL BEDROOMS OUTLETS ARE REQUIRED I .TO BEAFCI PROTECTED (2002) NEC I II UP GFI ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TC ANY CCF jEC?gjNS REQUIRED BY FIELD 1143pECTI rIS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICASLE CODES,