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HomeMy WebLinkAboutBUILDING PLANS32'-0" PL0C�)FR S C .o. L_ EE. RIGHT f='Lr4N 1/4 " = I' — K /" E armNI=RAC. NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL, 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOU5 MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9, PROVIDE RECEPTACAL FOR MICRO/1-I00D FAN 6 5" 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 51NK5 COMPLY WITH TABLE 46-R2 OF 5F.B.C. 1592 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 5QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. AREA CALCULATION LIVING AREA A/C 1455 SQ. FT, GARAGE 316 SQ. FT. COVERED ENTRY 9 SQ. FT, COVERED PATIO 91 SQ. FT, TOTAL UNDER ROOF M64 SQ. FT. pc>01 CLOSET W/ VINYL VENTILATED WIRE 514HI-F P002 . DRYER v.ENT (SMOOTI I TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION 13ETIUEEN GARAGE AND A/C POO5 60 SQ.IN. BLK VENT W/ SCREEN a FLR LEVEL P006 42" KNEE WALL PLA14T SHELF ABOVE !=:,08 1'-6" WALL 1`009 MIRRORED P010 PANTRY W/5 5HELVES 1'011 LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT 1 SIUITC14 P013 1 1/2" X 8" WD. RAILING 1 2" PICKET a 5" OC. '014 GL55LK N 14RFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE, Po16 60 SQ.IN. VENT +o GARAGE DOOR_® FLRLEVEL P0N CABINET ABOVE P015 W CEILING P019 TEMPER GLASS Pool RECE55 MEDICINE CABINET 5002 MARBLE SHELF 15003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOUTER PAN E5005 RECESS SHOWER W/ CER. TILE WALL E3009, KNEE SPACE E3001 BANG OF pRAWER BELOW K00I DOUBLE RINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN r Equipment Schedule a„ 32 CPU Make UOK Tony 3, 90 6^ 13 � 135 I Cond. Unit PB `— f r 190 AIH Unit Mod. M- 260 1p� 340 Heater Mod,# IT- 560 Total Cooling BTU's D U ; 16,. 1400 •5enAleCooling 0 latent Cooling I1JC r ITyIJ l-(eaax�v jc� C;3rl�'� THESE PLANS AND ALI. I ARE SUBJECT TO ANY REQUIRED BY FIELD IN! MAYBE NECESSARY COMPLY WITH ALL APP I — mod-. I --� St. Luceou�t� {. °A C l "t ..1 ! � ., . MAIM ISSUE DATE: I AUGUST 1111998 I REVISIONS DATE: r/ A \N JOB NO: �xl 0 �eeee'0 LLI W su r rFi. , IQ a s J R Z z a Y NOTES 1-001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE po03 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE_ AND A/C P005 6o 60.IN. BLK VENT W/ SCREEN 6 FLP LEVEL PDo6 42" KNEE WALL pool PLANT SHELF ABOVE P008 l'-6" WALL Po09 MIRRORED Polo PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT d SWITCH p013 1 1/2" >< 8" WD. RAILING 4 2" PICKET e 5" O.C. P014 GLS:BLK (I HRFIRE RATED WHERE REOUIRED) POE, HEADER ABOVE pml6 6o SQ.IN. VENT a GARAGE DOOR 0 FLRLEVEL poll CABINET ABOVE P01S S' CEILING P019 TEMPER. GLASS Boot RECESS MEDICINE CABINET B002 MARBLE SHELF Boo3 CULTURE MARBLE ROMAN TUB Boo4 - CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER. TILE WALL BOofc KNEE SPACE B001 BANG OF DRAWER BELOW KOOI DOUBLE SINK. W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR KoO4 DOUBLE WALL OVER KOOr0 COOK TOP KO06 DISHWASHER E00I ELECTRICAL PANEL E002 ELECTRIC METER E003 A/c COMPRESSOR E004 HOT WATER HEATER AT FIN, PLR. I.XVE1- E005 POOL PUMP/EQUIPTMENT Eo06 WHIRLPOOL PUMP E001 CENTRAL VACUMN EOO5 AIR HANDLER UNIT Soot BFN'G. WALL WD. STUDS 9 12" O.C. $002 BRN'G WALL WD. STUDS e IS" O.C, GFENFERAL NOTrES I. ALL WINDOWS AND SLIDING DOOR GL456 SHALL 8E--_PER ENERGY CALLS, 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3, DRYER MUST VENT TO OUTSIDE. 4_ SET HOtWATER HEATER AT FIN. FLP. LEVEL 5. ALL MECHANICAL FANS MST 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 MICRO/HOOD FAN 65" AfF. CENTER RANGE SPACE. to. SMOKE DETECTORS SHALL BE HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED, 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SIN" COMPLY WITH TABLE 46-R2 OF S.FEs.C, 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 41•4" OFF THE FLOOR. � AREA CALCULATION LIVING AREA A/C 184l SQ, FT. I ST FLOOR 10S3 50, FT. 2 ND FLOOR 154 Sr?, FT. GAR 'zE 254 s(a. F1', COVERED ENTRY Gal sn. FT. GOVEfRED PATIO �o on. F='r. TOTAL AREA' M2 �cr, PT. Equipment 5ch ule Unit#.Y 5EER i`qo 5PF Make 1��,vax T 5 Cord, Unit Mod.# / ✓617Ze f A/H Unit Mod,# C . t?/H " Heater Mod,# Total Cooling 5mlble Co ng �, f Latent CsAimo 2-24SH EGRESS 12x91.ewM 1 10KIOLs4m OIpICE/oRN I — 2AD -- VO CL'G I I �n HEADERS ------------— i I I e,1 q ... Lo" - 42" WAL VO CL'G 1 O XIC! osj4m 710 m 1?x8tA%q ISO SC,4L�= BEDROOM 02 9'4 CL'G 345H EGRESS 0 i ig, Nil :111�-011lj 42" KNEE WALL LOPT/81QM #3 V4 CL'G 34SH EGRESS i=L 14N 114. 1, _ 1' - rZ>i, £003 RO=15'X 63" 2-25SW EGRESS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL 0FLICABLE CODES, L AT� 5EGOND FLOOR FLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FIRST FLOOR FLAN IVAC IDUCT L4YOUT CASTLEP N E, i TOVVNHOMES 1. GENERAL 1.1, STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1A SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0 SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION WELDING CONCRETE STRENGTHS AND OTHER REQUIREMENTS, NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTSDIRECTLY TO THE ENGINEER. 1A 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 T0.95 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 4A. 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 I'm = 1900 PSI AT 28'DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4, NONE 4A WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". GROUT COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS 4.9, PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE WITH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 - EXECUTION 4.10. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 5. CONCRETE AND REINFORCING 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). 5.2. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 2500 PSI SLABS ON GRADE 2500 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 53. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE 'NTH 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 1N ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD NG 1-, LOTS 171 172173174175� 176 STRUCTURAL GENERAL NOTES 6, PREFABRICATED WOOD TRUSSES 6.1. WOOD TRUSS SHOP DRAWINGS SHALL INDICATE ALL OF THE FOLLOWING PERTINANT DESIGN CRITERIA REQUIRED BY THE 2002 FLORIDA BUILDING CODE: WIND CODE, WIND VELOCITY, EXPOSURE CATEGORY, IMPORTANCE FACTOR, AND INTERNAL PRESSURE COEFFICIENT (OR ENCLOSURE TYPE). GROSS AND NET WIND LOADS SHALL ALSO BE INDICATED. 6.2. WOOD TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI. 6.3. TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF TRUSSES AND BRACING AND THE PREPARATION OF STRUCTURAL SUBMITTALS FOR TRUSS SYSTEMS AND SHALL SIGN AND SEAL ALL SUBMITTALS. SUBMITTALS SHALL CLEARLY INDICATE ALL CONNECTORS NECESSARY FOR TRUSS TO TRUSS, TRUSS TO GIRDERS, AND OTHER ITEMS TO COMPLETE THE TRUSS ASSEMBLY. 6.4. INSTALL TRUSSES WITH GALVANIZED HURRICANE CLIPS AS SHOWN. LIGHT GAUGE STRUCTURAL CONNECTORS SPECIFIED ON THE DRAWINGS ARE SIMPSON CONNECTORS AND MODEL NUMBERS EQUIVALENT APPROVED CONNECTORS WITH IDENTICAL DIMENSIONS WHERE NECESSARY AND EQUAL OR GREATER LOAD CAPACITIES ARE ACCEPTABLE AS ALTERNATES AS APPROVED BY ENGINEER AND BLDG. DEPT 6.5, TRUSSES SHALL HAVE GALVANIZED SEATS WHERE TRUSSES BEAR ON CONCRETE OR MASONRY. 7. WOOD 7.1. WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILNG 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 M15C LL ANEOUS LUMBER BLOCKING. FURRING, ETC, NO. 3 7.10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE, INSPECTION CODE. MAX. MOISTURE CONTENT OF 197.. 7,11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY NOTED OR DETAILED. 7.12. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, 7.13. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. 7.14. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. 7.15. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 7.16, CROSS BRIDGING SHALL BE PROVIDED AT 10'-0" O.C. MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8R" IN DEPTH. USE 2X3 OR AN APPROVED METAL TYPE BRIDGING. 7.17. PARALLAM BEAMS (PSL) AS INDICATED ON PLANS ARE PER TRUSS -JOIST MACMILLEN OR ACCEPTED SUBSTITUTE. USE TREATED WOOD AT EXTERIOR CONDITIONS. STRUCTURAL PROPERTIES OF BEAMS SHOULD MEET OR EXCEED THE FOLLOWING VALUES, E= 2,000,000 PSI G= 125,000 PSI Fb= 2,900 PSI Fcp= 750 PSI Fc= 2,900 PSI Fv= 290 PSI Crp= 1.85 7.18. ALL STRUCTURAL LUMBER AND FASTENINGS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND iTS FASTENINGS". 7.19. NO HORIZONTAL MEMBER OR TRUSS MEMBER SHALL BE DRILLED NOTCHED OR CUT IN ANY MANNER WITHOUT WRITTEN APPROVAL PRIOR TO THE MODIFICATION OF THE MEMBER. 7.20. PROVIDE NAILING AS FOLLOWS UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE BOX OR COMMON WIRE NAILS. JOISTS OR RAFTERS TO SIDES OF STUDS-8" DEPTH OR LESS—_—__3-16d JOISTS OR RAFTERS TO SIDES OF STUDS-12" DEPTH OR LESS__—__4-16d JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SIDE___—_3-8d STUDS TO BEARING- TOE NAILS EACH SIDE ------ _-----__2-8d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -TOE NAILS EACH SIDE, EACH END_--2-10d TO JOISTS OR RAFTERS BEARINGS -TOE NAILS EACH SIDE _2-10d BLOCKING BETWEEN STUDS EACH END -TOE NAILS _______._2-1Od END NAILS ---_-------_------------ --------2-16d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER _— ------ 2-16d MU 11PUE STUDS (STAGGER FOR STUDS WIDER THAN 4") 16d 0 24" O:C. RIO ON TO STUDS 1' K RIBBON --------------------- —_—_-2-8d 2 RIBBON _--___ _ __--_—--- —----- _2-16d DOABLE TOP PLATES L KR PLATE TO TOP OF STUD_—____---_----__16d 0 16" O.C. CT U TCE ER TO LOWER PLATE AT EACH DE OF BUTT IN NTERSECTIONS TOP PLATE--3-16d . ST. LLC>� CC - C Ty FIRE ANCE �`iEN- ED FOR COti,I,Spy J01 TO BRG., TO NAIL ----- —--- ___2-16d ACT TO FIELD IrsO� SgENT RE BR ING TO JOIST, TOE NAIL EACH END—_— ------ — _-2-t6d SEE A•�.kCRED S TO SOLE PLATE, TOE NAIL_ _—--_---_2-16d gEVIENNED BY: DO LE STUDS, FACE NAIL 16d 0 24" O.C. _ DO LE TOP PLATES, FACE NAIL______ 0 16" OC. DATE: TO PLATE LAP & INTERSECTIONS, FACE NAIL 2-ifid J01 , LAP OVER PARTITIONS, FACE NAIL. ____ ---__--_-3-16d 1" ACE TO EACH STUD AND PLATE, FACE NAIL ----- —_---2-8d 8.EXPANSION ANCHORS SHALL BE HILTI "KWIK-BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MA FACTURER'S INSTRUCTIONS. 8. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S SNT DESCRIPTION A-1 €OUNL4jiON f*LAIN A-11 MODEL 'A' FOUNDATION PLAN -LEFT A-12 MODEL 'D' FOUNDATION PLAN LEFT A-13 MODEL 'D' FOUNDATION PLAN RIGHT A-1.4 MODEL 'A' FOUNDATION PLAN -RIGHT A-2 FLOOR PLAN A-2.1 MODEL 'A' FLOOR PLAN -LEFT A-22 MODEL 'D' FLOOR PLAN LEFT A-23 MODEL 'D' FLOOR PLAN RIGHT A-2.4 MODEL 'A' FLOOR PLAN -RIGHT A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIOR ELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL 'A" TRUSS PLAN -LEFT A-42 MODEL "D' TRUSS PLAN LEFT A-43 MODEL 'D' TRU55 PLAN RIGHT A-4.4 MODEL 'A' TRU55 PLAN-RICaHT A-5 DETAILS AND SECTIONS "0 DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-U MODEL 'A' ELECTRICAL PLAN -LEFT E-12 MODEL 'D' ELECTRICAL PLAN LEFT E-13 MODEL V ELECTRICAL PLAN RIGHT E-1.4 MODEL 'A' ELECTRICAL PLAN -RIGHT THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DATE REVI FOR C01 O Q 7 ro b O � � m rrl rN) a�9 z: J < ai ~O mi LL V 0 4 :2 O 5 to As 11111MWtn-, OR J O X z oa< 0 M� WWW. APR 12 2004 R. DUINN TURNER Drawing Nat Valid Unless Signed, Sealed do Dated By Registered Professlonol 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 I BUILDING lit CASTLEPINES TOWNHOMEa 1 C ! I S S U E D A TE: 04/01 /04 DRAWN BY: RNF C H E C K E D B Y: QT SHEET TITLE COVER SHEET N0. 1— o OP ell • e'-4' BEAMS SCHEDULE NO I 61ZE TOP MID HOT 111 IdC9 LENGTH 109' l`Lp LOAD T51 I W x Y' 1-6 1.5 SEE Tr. WALL SECTIa, Oe• I • S T'-6' 1500• 1550• 7ii1• x r evrr. eu• aP. Oe' x Y+ 1.6 11015 r Lrtm evrt 6'-6' 00tl• 1565• 84601 OSIX r' 1 • S 1 .5 L ppR, T.6'r000 1550• 75610 ® e' x Y' 1.0 I • D C,aw L�FL epR, 4'-6' m00• 1Bi0• 4im• OS' I • S 1500• X Y' 1-6 LMd mTi, 6'-6' 1565• 92600 6 e'xY' 1•0 I•5 11'-4' 300• Sir 91M 1 e' X r' I • S I • S �pva ep1T. 10'-91' SOLD• 1122• 2T140 ® ' x SS' I • D 1-5 I . 5 aaxC' Gaw LMIR eOTT. 6'-6' iOD• ei5• 3260- OaBL! Y-pLG'X O r % 40' 15®9• 1550 75i1+ E01 rxY1. I.5 Ca a. L Md AaT. n'-4' 1100• NR I,i00• ro v•vo� L LINTELS TO eC CAST-C1ETE WIC44-STREFnTI4 PIECAST , PRE -STRESSED U LINTELS B�. U-BBLOCK PIECAST CONC LTINTEELL © tPJ BRi DOUBLE U-131-0m PRECAST FILLED Ca,D. LINTEL WAFT TYPES •S'4' DOUBLE U-BLOCK A'� FRECAST FILLED CONr- LINTEL BEAM TYPES m 111DUD STIR PRARSY WALL . Y' eG • �r 10' OBEARING WALL FTG. ® GAR. DROP DETAIL- 110DEL D 2 ND FLOOR FRAMING RLAN SCALE. i=cUNDATION SCALE. i 1/0 . _ 1' - 0" en • e'-r------------- COLUMN SCHEDULE O � r x r• caw eLX nLLm ceLL uv a • 5 eae rIm mTw eEAn am PalaraG O X III-e111- LOL W/4.5 AMT.Alp SIED Q' •TOw O E-11 S W. k S W. x A. WrL COL ® 4' X 4' x V4• S1L OOL. O_ am- TM-2-� WIMSVSRr. © r X Y' Ca1w OO w o o vew. AND •S T53a•6'OL 7 I• � rxv xveaw OOL/e NSVEW. 4Xo •a nm.v'on ® � Y k v' OONC. eLK FILI]9 DELL uv a • r eae r®m r® eEa'f .ao 1'OOrH1 O ❑❑ e'k Y'Caw OT TIM IWAL Ur I .5 . 4r0D m rlm eEa•I AND POOr/JG . 4'-e' DG MAX O r k IN OalC.IYK nLLm CELL IWa•S eAR nmmr®eeArlaro PVDr51G 1 Y' x Y' =W eLlc PILLED CELL W IN TERS III- GL WINTERS. TSTS • Q' OL FOOTING SCHEDULE O Y• x Y• T ICKJMD EDGE CONC. PrG. Wit. S CONT. B S' X e' THICKENED EDGE CCNCWTE Im LLY 105 CONT. I� y © S6' X S6' x Q' calclETE PAD W/ 4.5 EACH IUAT Oe' x r CONCRETE FTC. SU I -5 CONT. ICKED ETx# LONG FTC. ?e' THICKENED W/9.5 ccw. O Q' X W' CON11 FM WI S- 5 DINT. 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REVISIONS DATE WILDING III •1®LA FYaIC n P nll V ax P P A SI LOr n LOT TQ La N L01 ri4 lDT A LOr tY CASTLEFINES TOWN-IOMES J 0 B N 0. 04750-00213 I S S U E D A T E: 04/01/04 D R A WN B Y: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. • •` COLUMN SCHEDULE 1 8' X 16' CONC. ELK FILLED CELL W/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. O , 8' X 12' GONG. COL. W/ 4 * 5 VERT. AND * 3 TIED ® 12' O.C. O� 3 I/2' X 3 I/Z' X I/4' STL. COL. ® Fr�j 4' X 4' X 1/4' STL. COL. O > 8' X X GONG. COL. W/ 6" 5 VERT. 0 AND 3 TIES ®IZ' O.G. © . • 8' X I6' CONC. COL. W/ 4* 5 VERT. AND * 3 TIED o 12' O.G. O 8' X X GONG. COL. W/ 6" 5 VERT. 0 AND 3 TIES * 12' O.G. ® 8' X GONG. MILK FILLED CELL W/ 2 *'I1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8' XI6' GONG. ELK FILLED CELL * W/ I 5 BAR TIED TO TIED BEAM AND FOOTING • 4'-0' O.G. MAX. 1 O a ��� 8' LONG. ELK FILLED CELL W2 5/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' CONC. ELK FILLED CELL W/ 4 * 5 BAR VERTICAL W/ *3 TIES ® 12' O.C. * • • FOOTING SCHEDULE O I6' X 18' THICKENED EDGE GONG. FTG- W/ 2 * 5 CONT. © 8' THICKENED EDGE CONCRETEFTCs. W/ I * 5 CONT. © 36' X 36' X 12'CONCRETE PAD W/ 4* 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 * 5 CONT. O j 16' X 20' THICKENED EDGE CONC. FTC. W/ 3 * 5 CONT. (Dj 12' X 20' GONG. FTG. W/ 3 * 5 CONT. AND 1 * 5 TRANSVERSE o 48' O.C. © E 12' X 24' CONE. FTC. W/ 2 * 5 CONT. 16' MIN. BELOW GRADE OLEI 42' X 42' CONIC. FTG. W/ 4 * 5 EACH WAY 2X WOOD STUD BEARING WALL ® 16' O.C. a r �r 0 0 0 20 10 BEARING WALL FTG. @ GAR. DROP DETAIL CONNECT TO EXIST. SELUER LATERAL U-BLOCK PRECAST CONC LINTEL SEAM T ES QTHRU 8U RIQ?-: DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES ( aQ'd° DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL SEAM TYPES 10 FLU1I fNG fRf�eEfR UNIT IAII 0 I M co I 0 7 32'-0" 13'-4" 1'-4" 1 -4" ° 4-1' I. 7'-10" � 4'-1° I. 2-4" 6 8'-5° L 2'-3" JL 3'-3" It' ■ ■ ■■ - ---- -J .. — -- — — — — — — — — — — — — — — — 400 — I I 1 1/2 - I I d) D I I I IWAI ICD L--- --� __ I I m SLAB SHALL BE A MIN. 4' THI �'Q� "' 1 z WITH FIBER MESH INTEGRAL Of Z1 1 m REINFORCED WITH 6' X 6' X I N 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE CF C4i Z N DOUBLED 30'13EYOND BACK \-_- nC)N. ? OF FTG. d I I I 1 W I I FOOTINGS TO BE PLACED OVER 1 1 ��w WELL COMPACTED CLEAN FILL 3 z " TO MIN. SS% PROCTOR DENSIT I I m o i TEST AND WITH VAPOR v BARRIER POISON SOIL UNDER SLAB FORI IFjI TERMITES BEFORE PLACING 4 I \ vm MIL VAPOR BARRIER n J_ N� FINISHED FLOOR ELEVATION T I I BE 18' MINIMUM ABOVE TOP — — — CROWN OF ROAD. SOIL IBEAR114I I . CAPACITY FOR THIS STRUCTU RE d I FINISHED FLOOR ELEVATION TO BE 18'MINIMLMo A50VE TOP CROWN OF ROAD -9 4 -3" 1 4'-3" 3'-11" Lof I �� 1 I I I 21'-10" 4'-6" 5' 4" I I r 15'- " M I L O I I o I I I .4- -2— — —I i--- -----------� — 40 POST SECURE W/ SIMPSON M1f2 B ON BOTTOM — J. r W/ I AND (4) SIMPSON 3T 18 ON TOP I ------- ----------- --I 0 Lu� o O mN d J Z J 0 cc Q W ^ if7 O f 0 � W N Z W d n QJ O X Z 0 < 0 0 N www.GLEAssociates.com AA0002369 APR R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional � Q W O to r p = 0) 0 ti Q ? Cc V Q Z�U,W>� cw C 0 �o=a(1) J J 'r! p (-c) z — v- m w ILu J m x A.: N O a v J C6 D 1 1 j THESE PLANS AND ALL PROPOSED WORK KOILN R SIGNATURE HOMES I I I ARE SUBJECT TO ANY CORIEOTIONS 2160 NW RESERVE PARK TRACE I PORT ST. LUCIE, FL 34986 I I I REQUIRED BY FIELD INVECTORS THAT OFFICE: 772.468.4703 _0 I 1 MAY BEE NECESSARY IN ORDER TO FAX: 772.468.4603 ■ 1 I NO. REVISIONS DATE CONTRACTo SHALL VERIFY , I I COMPLY►�ITHA�LA� €�IIG � EI�D%ES. I ALL DOORS 4 WINDOWS F) I OPENING W/ MANUF. I I I I I I I I 1 I I 1 1 I I I -4- 4 -5" 3'-2" i I 1 r o I 1 -------- - - I I o - I I ■ a \�----------/ n 4'-6" 8'-0" 32'-0" 2' A A-1 WILDING III OM CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 I S S U E D A TE: 04/01/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0. Aml.1 COLUMN SCHEDULE 1 • • S' X IS" CONC. ELK. FILLED CELL W/ 2 "5 BAR TIED TO TIED BEAM AND FOOTING. O , , S' X 12' CONIC.COL. 11114 • 5 VERT. AND " 3 TIED 0 12' OZ. O� 3 I!1' X 3 I/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O 8' X 12' X 12' CONC. COL. W/ 6" 5 VERT. AND "3 TIES a 12' O.C. 6 S' X 16' CONC. COL. W/ 4" 5 VERT. AND 03 TIED 0 12' OZ. OF S' X X C COL. W/ 6" 5 VERT. 0 121S • 12' O.C. AND "3 TIES ® S' CONC. ELK FILLED CELL 2 W/ 2 "1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ S' X16' CONIC. ELK. FILLED CELL W/ I 5 BAR TIED TO TIED BEAM AND " FOOTING 0 4'-C' O.C. MAX. III III > S' X 16' CONC. ELK. FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' CONC. ELK. FILLED CELL W/ 4.5 BAR VERTICAL W/ 03 TIES • 12' O.G. FOOTING SCHEDULE O X 18' THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. W/ © 8' THICKENED EDGE CONCRETE FTG. W/ 1 " 5 CONT. C 36' X 36' X 12' CONCRETE PAD W/ 4" 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. X 5 G THICKENED EDGE CONC. FTG. IroOW/ 5 W/ 3 " CONT. O 12' GONG. FTG. W/ 3 " 5 CONT. AND I * 5 5 TRANSVERSE 048' O.G. © Et 12' X GONG. FTG. W/ 2 " 5 CONT. 16' MIN. BELOW GRADE O42' X 42' CONC. FTG. W/ 4 " 5 EACH WAY 2X WOOD STUD BEARING WALL • 16' O.G. a " • " 20 10 BEARING WALL FTG. Cam? GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID MOT REMARK6 LENGTH 'St LOAD tip I.& TBI V x YI' I • e lob , eE TYP. WALL SECTION Oe• x 6' lob 159W 1550• 2111107. effort. 014, Mo. T-6' Oe• x e• lob lob , �p,,�L ppn, 6'-6' e00• 156B• 32600 O6• x e' lob 1 • e ar�ic l.nrt6 sort. T.61 I500• 65O• 2B6Y ® 1-5 1900• 1060• 466• s x e• lob Lpl,a eprY. 4--lb- O6' e' lob 1 •5 • 1500• x I.nm pprr. 6'-6 1565• 3260• (7 B x e• lob lob LM,p, spry, IT-4' %CV 3870 silo l r x e' lob 1.5 L pp . 10'-6' Dom 1122• 2774- .w,� . u+sl.aaa ® B• x W 1• e 1.5 lob r I. mrt. 6'-6' B00• 15650 3260• oaleLe uaLoaa 9 .• x 4e• I• e 1• e lob GONG. LNiCL sort. 7.-6' 160d 1580• 28010 mete u4xaoc I 6' X% 1.0 I• e lob GONG mrt. IT-4-700• NR p00• reVWo•e'L I. LINTFLG TO M CMT-OMTE Wr-44-6TFMNGTH PR2CAST 4 PRE-STMOSM U LINTELS BRG. U-BLOCK PRECAST CONC LINTEL BEAM T S QTHRU 8 BRG. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES +9'4' 3�� . ♦ 0 :a- _ A 00 CONNECT TO EXIST. SEWER LATERAL PLUI"IBING RISER UNIT 11DI1 TOP OF BM. + S'-4'— D --- II II p II II H m I V GIRDER 1�47 J ■ 70P OF BM. + 20'-8' °O TC _ — ■ -- ---------------— o — GONG, LINTEL BOTT. ® 8'-0 I CC NC, ■ BRN'G WALL ■ I I BELOW I I I I o i l I I 1 I I I II II I I ti'ry o I I I --, 17 —� I ■ 1 P15LIN 2 G. FILLED CELLS ANCHORED T RED FIE 8 ■ [PQML IWEDGE BOLTS AT 12' OC, STAGGER TOP I BO WSM60, MIN EMBD ° 2-3/4' INTO MASONA o I , M a I I II I I I r BRN WLL BELOW ■I II o II I I II I a I I I I II II I I LI-----JI I I r--� I I F- 11 1 I ■ I I IRDER 2'-10" 2'-5" ■ _ o I I II I� I I I------ --I,/ 171 i II o I I II IRDERII GIRDER ■ 01 II Li I WOOD TRUSSES is 24" O.G. 1" IAX � � — — — o i I SPAC INCs E3Y TRUSS GO. C _ T I I M I I II II II � o II ■I (o4) I■I 2 BAR BOND REAM COLUMN �- � 2 II \ 1 II II II � II II I� II ■ �� _j I ■ TOP OF BM. + a'- I' 2 rid FLOOR FOUND,47ION PLAN SCALE. I/-4 1' - ®" THESE'LAISti";'` ", p^OPOSEDWORK. A"oESU&1cCTT0r"CC1RECTIONS I „LLC"IIREO CY FCELD INSPECTORS THAT 4103 CE tb,S EESARY IN ORDER TO r;s";+ Ly MATE ALL AEr LICAME CODES. 13'-0" 4 26'-0" 3' L 6'-3" 3'-3" 3'-3° r—t—)� F- 2 • o ■ ■ .. r-- --------.L -- — — — —�� — --F — — — (B)CFO r # i N v 1 DID C 1 oo 1 I I 03' 2� '-2" 8'-4" d) 2'-2" I I 1 0 I I 1 " , ■ ■■ N ■ ■ -— I I T-- ------------t- I i 1 13'-0" I I3'-10° " 8'•6' I • -6" I _ 1 1 SLAB SHALL BE A MIN. 4' THICK N 1 I I N WITH FIBER MESH INTEGRAL OR I REINFORCED WITH 6' X 6' X I 10/10 WELDED WIRE MESH, \ CENTERED IN CONCRETE \ \ \ u I I DOUBLED 30' BEYOND BACK \ I I of FTG. FOOTINGS TO BE PLACED OVER 0� F\ CLEAN FILL I I WELL COMPACTED 1> TO MIN. S5% PROCTOR DENSITY I TEST AND WITH VAPOR r / • I BARRIER I I POISON SOIL UNDER SLAB FOR I I I ° o f I TERMITES BEFORE PLACING 4 1 I 1 I o MIL VAPOR BARRIER FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP I I CROWN OF ROAD. SOIL BEARING I CAPACITY FOR THIS STRUCTURE I o i I i TO BE 2,500 PSF. MINIMUM. = ( 11 I N 0 \J ALL COLUMNS TO BE I I I 6 I EXCEPT WHERE NOTED I I I I I LQ= — — _J ob I I d I I I 15'-0" I �' 2" 1 -2° I 4'-2' o I I o CF i i M I I ® I I I I I I I I n I I 12'-8° 2'-4" '-8" I '-1 I I I I 0 0I 1 _ 011 I I I I rf1 I I I I I I I I Um FINISHED FLOOR ELEVATION TO BE IS' MINIMUM ABOVE TOP CROWN OF ROAD I— I 4 I r' I I 15'-0" I I I I I I I I I I = I I CONTRACTORS SHALL VERIFY I I I ALL DOORS 4 WINDOWS I 1 I OPENINGS W/ MANUF. I -1 I I I I I 1n I I 1 1 1 4'-10n JI El I A I I d "' ■ I _ � � � n .. of • . / -0" 4 L J C 1 4'-0" 2'-0" 3'-4"' 2' 1 u w/H 26'-0" a N olaIrm1 No 2' 0 um!J0, mMMod� Z N J U] m LL ^ in 0 W p 0 o o a W N Z W � ¢ O x z o m < 0 N www.GLEAssociates.com AA0002369 APP% 3_-2 200b. R. QUINNWJRNER Drawing Not Ma1Id Unless Signed, Sealed & Dated By Registered Professional co r ®_ W %LO "10 Too,® o or. ® _ 0) � ® j LL Is z r CO J W J�0CLA r CL J m .6.i N o a v J � CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE vCASTLEPINES TOWNHO MES BUILDING Ill CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 ISSUE DATE: 04/01/04 D R A INN B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E FOUNDATION PLAN S H E E T N 0. Aml.2 COLUMN SCHEDULE 1 8' X 16' CONIC. BLK FILLED CELL W/ 2 » 5 BAR TIED TO TIED BEAM AND FOOTING. 2 • • 8' X 12' GONG. COL. W/ 4 • 5 VERT. AND 03TIED •12'O.C. O 3 1/2' X 3 1/2' X 1/4' STL. COL. ® FIIJ 4' X 4' X 1/4' STL. COL. O > 8' X X GONG. COL. W/ 6» 5 VERT. 0 AND 3 TIES a 12' O.C. © 8' X I6' CONC. COL. W/ 4. 5 VERT. AND • 3 TIED • 12'O.C. O 8' k k E CONK. COL. W/ CPO 5 VERT. 0 AND 3 TIES • 12' O.C. ® 8' X GONG. BLK FILLED CELL W/ 2 » T BAR TIED TO TIED BEAM AND 1 FOOTING. O ❑ ❑ 8' X 16' LONG. ELK FILLED CELL W/ I » 5 BAR TIED TO TIED BEAM AND FOOTING • 4'-0' O.G. MAX > III a 8' 5 CONK. BLK FILLED CELL W2 / 2 » 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X IS' CONC. BLK FILLED CELL W/ 4.5 BAR VERTICAL W/ 03 TIES • 12' O.C. • • FOOTING SCHEDULE O X 18' THICKENED EDGE GONG. FTG. W/ W/ 2 " 5 CONT. © 8' THICKENED EDGE CONCRETE FTG. W/ I » 5 CONT. C 36' X 36' X 12' CONCRETE PAID W/ 40 5 EACH WAY OE�l 8' X 8' CONCRETE FTG. W/ 1 » 5 CONT. O X KENEID EDGE CONK. FTG. W/ 5 W/ 3 " 5 CONT. O 12' X 20' CONC. FTG. W/ 3 » 5 CONT. AND 1 » 5 TRANSVERSE a 48' O.C. © Et 12' X FTG. W/ 2 » 5 CONT. I6' MIN.IN. BELOWGRADE O42' X 42' CONC. FTG. W/ 4 » 5 EACH WAY 2X WOOD STUD BEARING WALL • 16' 0.G � 20' -I BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO SIZE TOP MID DOT REMARKS LENGTH 'Lai§§ LOAD 'L ILLED LOAD FILLZD LO T51 B' x 16' I.5 I.5 BEE TYP. WALL SECTION UDOUBLE - oDc (D a, x B' 1 •5 C 1'-6' 1500• 1550• 29810 EDIT. - 6'-4' IFP. ROTC. O S' x 16, lob 1 •5 U-BLOCK TOP ccw_ LNTEL DOTr. 6'-6' am1565 3260 O B' x 16, lob 1-5 U-13LoCK TOP CONK. LINTS- BOPT. T.&. 15W» 15500 298Y ® B' x 16' lob I •5 TOP 4'-6' 1500• ISbO• 45150 COMM LI GONG LNTO BOTT. O e'X16, I•5 I•B TOP U.m TO b'-b' 15000 15650 COC—LI Barr, 3260 6 B' x 16, 1.5 1.5 U-BLOCK TOP CONG LNTFL BOrT. 11'-4' 900• 3510 13110 1 B' x 16, 1 •5 lob U-BLOCK TOP CONG LNTEL BOtt. 10'-6' 5000 11220 21140 DOUBLE U-BLOCK ® B' x 38, 1 •5 1 - lb lob C424C- ELK MID b'-("' 800• 15650 3260• CONC,TEL LNMan. DOUBLE U-BLOCK g B' x 4m' I • B 1.5 lob CONC' ELK MID 1'-6' 1500• 1550• 2551• CONK. LWIM Barr. DOUBLE U-BLOCK j� O B' x 36 I.5 1.5 1.5 CONC. LNTFL Borr. 11'-4' 11000 NR IS00• 1%V. S'OG I. LINTELS TO BE CAST-CRETE HIGH-STREWWW PRECAST 4 PRE -STRESSED U LINTELS SRC;. U-BLOCK PRI=CAST GONG LINTEL BEAM T ES 0 TI4RU aae_� DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES 10 CONNECT TO EXIST. SEWER LATERAL PLUI" IBING RISER UNIT IIDII GIRDER TOP OF BM. + 20'-8' TOP OF BM. + 15'-4' II u CONC, LINTEL BOTT. a 8'-0 , ■ BRN'Cs WALL ■ I BELOW II I I II I II ■ ?� ■ ,8. WA L ■ DBI. 2 LEDGER ANCHORED TO MAS. WALL I HEADS I INC, FILLED CELLS WITH 5/8' RED HEADS rr o i �MSAT '2-INMTSOAD80T. ONA ,IIN.EMBD•3/4 STAGGER II I I 1 I I it ■ BRN'G WALL I BELOW I L - -� I - o I I II II I I I I L-----� I I I Ir �F- I I o I I 11� I I I ; j LL I■I 2' 5- 2'-10" CsIRDE -- II II Ami I I 11 �I I I o r— — - - -- \ b _ p 1 II IQsIRDER I � I I •* ■ GIRDER I I II j1 __JI I I u I ■ ■ I WOOD TF2USSE:S m 2411 O.C. I" SAX I SPAC INC; E5Y TRUSS CO. I M I I I I II n II II II o I u I ■ (4) ■ I 2 BAR BOND BEAM COLUMN o (2) GIRDER\\—o ■I / iJ ICI J I I 1 1 I I o I I 1 1 I I I I 1 1 lj� I I ■ L--- ■ - - TOP OF BM78, D D A A-1 2 n6 r-L00% FOI.IND,4TION fi=LAN 61=ALE. I/4 . . V - 0' THESE PLANS AN'. ALI F70POSED WORK ARE SUSjECT TO ANY CORRECTIONS REQUIRED BY MELD INSPECTORS THAT MAY EE NECESSARY IN ORDER TO COMPLY UTH ALL APPLICABLE CODES. 26'-0" 13'-0" 13'-0" 4 , 4' S-6" 6'-3" 1, S—X" L 2'-3" IL I 1-----------1 -- ■ ■ .. L- 1 ip is 03' 2p 8'-4" L 2'-2" LI I I loll ■ ■ ■ N I ■■ I - I ° 1 1 13'-0" 13'-10" "7,1 : I I SLAB SHALL BE A MIN. 4' THICK WITH FIBER MESH INTEGRAL OR I I I a REINFORCED WITH 6' X 6' X 1 1 1 10/10 WELDED WIRE MESH, \ I I I CENTERED IN CONCRETE \ I I DOUBLED 30' BEYOND BACK \\ \\ I I I I OF FTG F\ I I 2 I I FOOTINGS TO BE PLACED OVER 1 1 1 WELL COMPACTED CLEAN FILL _ TO MIN. 95% PROCTOR DENSITY / p TEST AND WITH VAPOR ( / I I BARRIER I I 1 POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I d I I MIL VAPOR BARRIER I 1• 1 1 I FINISHED FLOOR ELEVATION TO BE IS'MINIMUM ABOVE TOP CROWN OF ROAD. SOIL BEARING 1 I 1 1 1 CAPACITY FOR THIS STRUCTURE I I I I c l I TO BE 2,500 P.SF. MINIMUM. 11 411 I I o J �I � ALL COLUMNS TO BE 1 I 1 6 I EXCEPT WHERE NOTED I I 1 I I 1 -- J o I I 15'-0" I I ° 4'-2" 1 '-2° I I 1 1 1 I I I I 1 11 1 1® 1 11 1 5�4, - :2 I IL 12'-80 2'-4" I I 1 I 1 0 I 1 I I mUM I FINISHED FLOOR ELEVATION TO BE IS' MINIMUM I ABOVE TOP CROWN OF ROAD — I I � I � o /H-� -- I I 15'-0" I 11'-0" I I I-- -- I 1 I 11 1 1 11 1 I I CONTRACTORS SHALL VERIFY 1 I 1 ALL DOORS t WINDOWS I I OPENINGS W/ MANUR 1 I o f I 4'-10" I I 1 I n ■■ 00 i _ I I 1 1 1 1 I "' ■ 1 —� r- 5 3 ♦2 0 1 I I I I o I I I ■ T 1 � L o "' I— — ----1 ( ---- N I I N (C 1 t ■ I-1 N rm 6'-0" I I 6'-0" 4'-0" 2'4" 3' 4 9'-0" 2' a 0 W¢ p O ao � J mMM�� S o o W !nCID " ¢oX Z oar p (Ni n www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional m Q Too ® W VEEE �., ® O m r ® _ CO QSIEMENS C _ T J U 0 1-.. CN ® W z Q mi T_ 0 m .a, SOMEONEuj 0- a J x m N d L) J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 1-11 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 I S S U E D A T E: 04/01 /04 D R A W N B Y: RNF CHECKED BY: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Aml.3 COLUMN SCHEDULE 1 8' X 16' CONC. BLK FILLED CELL W/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. 0 . . 8' X 12' GONG. COL. W/ 4 " 5 VERT. AND "3 TIED a 12' O.C. O Fill 3 1/2' X 3 1/2' X 1/4' STL. COL. ® 4' X 4' X 1/4' STL. COL. O > 8' X X E GONG. COL. W/ 6" 5 VERT. 0 AND 3 TIER * 12' O.G. © 8' X 16' GONG, COL. W/ 4" 5 VERT. AND "3 TIED a 12' D.G. O 8' X X GONG. COL. W6 / " 5 VERT. 0 AND 3 TIES • 12' O.G. ® 8' X 12' GONG. BLK FILLED CELL W/ 2 +' -1 BAR TIED TO TIED BEAM AND FOOTING. O ❑ ❑ 8' X16' CONC. BLK FILLED CELL / I 5 BAR TIED TO TIED BEAM AND W" FOOTING a 4'-0' O.G. MAX. 1 0 a S' GONG. BLK FILLED CELL W2 5/ 2 " 5 BAR TIED TO TIED BEAM AND FOOTING. 11 16' X 16' GONG. BLK FILLED CELL W/ 4 " 5 BAR VERTICAL W/ "3 TIES a 12' O.C. • • FOOTING SCHEDULE O L 16' X 18' THICKENED EDGE GONG. FTG. W/ 2 " 5 CONT. © 8' THICKENED EDGE CONCRETE FTG. W/ I " 5 CONT. © 36' X 36' X 12' CONCRETE PAD W/ 4" 5 EACH WAY O8' X 8' CONCRETE FTG. W/ 1 " 5 CONT. O I6' X 20' THICKENED EDGE GONG. FTG. W/ 3 " 5 CONT. O 12' X 20' GONC. FTG.W/ 3 • 5 CONT. AND 1* 5 TRANSVERSE a 48' O.G. © 12' X CONC. FTC. W/ 2 " 5 GONT. 16' MIN.IN. BELOW CaRADE OL 42' X 42' CONC. FTG. 1114 " 5 EACH WAY 2X WOOD STUD BEARING WALL a 16' O.C. o � 0 0 0 20- 1013EARING WALL FTG. @ GAR. DROP DETAIL m I� CONNECT TO EXIST. SEWER LATERAL BRCS. U-BLOCK PRECAST GONC L INTEL BEAM T ES 20THRU SU BRCS. DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES (g +g'4' DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES 10 fi LUl151NG iR15 IR KNIT II)4II 3' 2 13'-4" 8'-5° 32'-0" 2'-4" 4'-1' ■ ci 0 7'-10' 4'-1" I 1'-4 I I o 1/2 I I ■ 1 1 1 1 I ■ _ ° ■ —_j SLAB SHALL BE A MIN. 4' THICK o I m ■ r WITH FIBER MESH INTEGRAL OR o I REINFORCED WITH 6' X 6' X m 2� 1 10/10 WELDED WIRE MESH, N CENTERED IN CONCRETE \ /O) ■ DOUBLED 30' BEYOND BACK I — OF FTG. o 1 FOOTINGS TO BE PLACED OVER vt g� I < WELL COMPACTED CLEAN FILL TO MIN. B5% PROCTOR DENSITY TEST AND WITH VAPOR i o ^ 1 ■ — BARRIER m POISON SOIL UNDER BLAB FOR �' N o ° TEIRMITES BEFORE PLACING 4 � ■ < MIL VAPOR BARRIER a v� — i FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP ° CROWN OF ROAD. SOIL BEARING — — r GAPA ITT FOR THIS STRUCTURE TO 5' 6 67 FLOOR ELEVATION TO TOP CROWN OF ROAD 21'- M I O — — — — — - — — — — — — — -- -- 1-- ---— — — — — — — --� ----- 4x4 POST SI 1 fl) I AND (4) SIM I I I I I I I �- I I I I I I I I I I I I I I I I I I I I I I I 1 I I ■ 1� J IL a D A-1 4' 1■ T-a" N — I ■ 18' MINIMUM I I I 3'-11" 4'-3" ■ a m I 15-4° -1 1 ■ 1�1) I I I E W/ SIMPSON MTT28B ON 80176M ■ J ST 18 ON TOP I o n I CONTRALTORS SHALL VERIFY I I ALL OORS 4 WINDOWS I 1 Or=NINGS W/ MANUF. I cv I CL I 1 I 1 I 1 I 1 I 1 1 3 2 4 5" o I I ■ 0 cV / 18'-0° M0ZDEL 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 AP PXABLE CODES. 8'-0' 14'-0' Hio, m uj� J ^ 4[) 0 m o N � m�"�jj z¢�� GO (If(If ^o w o o w v z w Z of a < 0 N M www.GLEAssociates.com AA0002369 _ V ARR 12 2004 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional COIn- Q r ® W Inn.00 r' in m Q IV cc °L r�®=Im0 ®zccLL Q C Z� 0 inJW�U in. LLJ ® a ♦<^ 'v mW H V Q.. J X m ~o J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 1-11 �� mm , %//�� GASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 I S S U E D A TE: 04/01/04 D R A WIN B Y: RNF C H E C K E D B Y: QT SHEET TITLE FOUNDATION PLAN S H E E T N 0. Aml.4 .r 0 I GENERAL NOTES I 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE P'ER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4, SET HOTUJATER HEATER AT FIN. FLR LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. i. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF. CENTER RANGE SPACE, 10, SMOKE DETECTORS SHALL BE HARD WIRE 110v W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 51-10WERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 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. 412 Flo -1000 KEY NOTES P001 CLOSET BY VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK. VENT W/ SCREEN ® FLR. LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE P006 'I'-6' WALL POOS MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 112' X S' WD. RAILING 4 2' PICKET w 5' O.G. P014 GLS.BLK. (1 HRPRE RATED WHERE REQUIRED) P015 HEADER ABOVE 10011 CABINET ABOVE P016 W CEILING POTS TEMPER GLASS MWI RECESS MEDICINE CABINET B002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 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 E00S AIR HANDLER UNIT $001 BRN'G WALL UJD. STUDS ® 12' O.C.. W02 BRN'G WALL WD. STUDS o 16' O.C. FLOOR 0=.64LE8« III >•.'.-.1,.._.L S :;:ri:� � J! 1 G � «- i1-a t : � PI i•.; : .. ,.. :p'IC 1 Z OP II1llCl� �'li �: �'i1�! 11 � I 'Y17.�Ilki"i� T `�Iills ■�'�a�Nis �■l■r� . SIG ��■1 ��IEi�1 - �5 7\�i -� q� �� .�s , _w, �� _i11�Ti�P,... I�II�I`� ��,I��,. 7I//�?7lC�l�ac�i IT-71f '�Y1:=Ml11 117 � 1� i�I11E IiGylll _ �- � i ,�, ,�, ' - I �■�r�lrylrrr■N■�■■rr�rl �MENlNrn� II�CI■Yliii�ii� � 1.=i'.11�1 Y:SI�11 -' 111��illii�s.� (li��► I1i 1� , - 11. �1�1 i��'.."'.. .11M__5 7��) ■�•�1�1��t(tItIYIII��AlI�r��� �� ,./ �r.��lll��rlll�rli _ 1c 0ZII �I,IRI 11 l:.*�IS�IIE��I 1 a N1� �� ®®� �AL,q� MODEL D A°2 MODEL D A°2 MODEL D A°2 MODEL D A°2 S ALEEa I/9 ` . V - 4D. v THEISMrLANSAID hJL PROPOSED WORK'. A' «E su ECT TO Awl CORRECTIONS REDI3IREO i IEI D iRSPECZORS THAT XI E!. NEC- SARY IN ORDER TO CC,a wLy V, i7Ifi AIL k p,.ICJLE CODES. I , 'IF o I 11 00VERED PATIO 11 111101111 loll 1 mIil����ll ;. 1 - III Il•��Ih�� 2 -W M5 _ _���I' '—�p- .. : ;. tg=!il�Ui 7�1 '���7f�64�� r.�. LINING ROML T. IMP Y111111 {( - I - ����.G_.� I�Ii��� 1!��"�� �:-.�I.©���■��� I�1���I _..�.._ ..,�— ��v. � ��.i_ �i111111 419N�1�!, ���d1�'"'''• Ii�- J •�� •c l'�:�1� ^i�1� .: : .. ..�I� I�I�La. �i - �..- _ :: r■ �!�..5=_:. f. �� -.�- N", �/ , .: r';'= ,;:III .lL.S�' Illlllliil - 1110.1111111111111111P. I'!�'!S�'liii !1 �'.. �C! _. � lids!! Silk Illllllil .�/7 IiI�11/111 �I'>!Ir -� . , u��l.<I�+���I�►I�will 1111111L�?!�' ��■■ �:� -�'.- z! .•�I I���� 4•.. illll��ll��llllijllL�?!�1 �. " ' -- Imo. -_ I. �:� I �r�.W fllill�l ,.. A;�. - �. ®� ```�.���:,,_��i�/' �, �h``..�1�� _ _ ,�,Y.I�_a.r/� 'i, - �'�' �i . _ � � ��ywyw••yy���1111rr �. 11111��•W. 111r�� 11 I Ef •� •� d mii pi\ Owdaw •�'EMMIM •R w 1 WA I/tp " . V - .=. AREA CALCULATION "A" LIVING AREA A/C 14W Sa FT. GARAGE 316 eo. FT. COVERED ENTRY a SO. FT. COVERED PATIO el eo. FT. TOTAL LNDER ROOF 164 $a FT. AREA CALCULATION "De LIVING AREA A/C 184T So. FT. IST FLOOR low SR FT, 2ND FLOOR 154 So. FT. GARAGE 254 Oa FT. COVERED ENTRY 61 SO. FT. COVERED PATIO w 5a FT. TOTAL UNDER ROOF 2252 SO PT. AREA CALCULATION "D" LIVING AREA A/C 1841 SQ. FT. IST FLOOR io5 So FT, 2NO FLOOR 154 So FT. GARAGE 254 $a FT. COVERED ENTRY 61 $ee FT. COVED PATIO to So. FT. TOTAL UNDER ROOF 2252 A-2 AREA CALCULATION "De LIVING AREA AJC 1841 ea FT. IST FLOOR low ea FT. 2NO FLOOR 154 So FT. GARAGE 254 SO. FT. COVED ENTRY 61 ". FT. COVERED PATIO Be Sal. FT. TOTAL ,ADDER ROtf 2252 82 Ft. A-2 AREA CALCULATION "D" LIVING AREA A/C 1641 SO FT, IST FLOOR IM5 So. FT. 2ND FLOOR 154 to, FT. GARAGE 2$4 ea FT. COVERED ENTRY 61 8GL FT, COVERED PATIO Be SQ FT. i TOTAL UNDER ROOF 2252 So. fT. A-2 AREA CALCULATION "A" LIVING AREA A/C 1488 So. FT. GARAGE 316 So FT. COVED ENTRY S eo. FT. COVEREO PATIO SI Sal. FT. TOTAL UNDER ROOF 1564 SO FT. V www.GLEAssociates.com AA0002369 APR::t fi^'2004 � - R. QUINN-'TURfil Drow!ng Not Valid Unle$e Signed. Seoled & Dated By Regleteredl4o'%4sl;nol y Lu • • ni • a s • ' Lu A�!cn uj ♦ / ■" CLIENT: KO! TER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772. 468.4603 NC, REVISIONS DATE BUILDING III MMA fCF 0 mmle r'RCN.• r v IXi�A wrm corm Lm rY LMM wrm wft CASTLEPINI=S I S S U E D A TE: 04/01/04 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E FLOOR PLAN SHEET N0. Ig% 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 SO.IN. BLK. VENT W/ SCREEN * FLR LEVEL P006, 42' KNEE WALL P001 PLANT SHELF ABOVE POO$ 1'-6' WALL PODS MIRRORED P010 PANTRY W/ 5 SHELVES 1=011 LINEN W/ 5 SHELVES PV12 22' X 3&' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 4 2' PICKET . 5' O.G. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) POMP HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POTS TEMPER GLASS 5001 RECESS MEDICINE CABINET B002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL B006 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 K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN, FLR LEVEL. E005 POOL PUMP/EQUIPTMENT EO06 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS e 12' O.G. 5002 BRN'G WALL WD. STUDS m 16' O.C. GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2. OMITTED 3. DRYER MUST VENT TO OUTSIDE, 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED SY LOCAL BUILDING CODE, 1. HvAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 5. ALL BATHROOM FIXTURE OUTLETS TO BE 50" AFF OR AS PER BUILDER SPECIFICATIONS. 3. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN &5' A.F.F. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE 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.P.F. 02 No =100� AREA CALCULATION LIVING AREA A/C GARAGE COVERED ENTRY COVERED PATIO TOTAL UNDER ROOF X Min 1 T: THESE PLANS AIND ALL PROPOSED WORK ARE SUSjECT TO ANY CORRECTIONS REQUIRED BY MELD INSPECTORS THAT MY DE NECESSARY IN ORDER TO COMPLY WITH ALL AMICABLE CODES. www.CLEAssociat-.s.com AA0002369 aPR;,:16 2064 Fb GMNN-TURNER-" Drawing Not. Valid Unlesy._£igned, Sealed & Dated 8y t 60*.e?'ed Professional _ 0 i 'r i �. . e , it �', M� M'cn 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 ? -- ILDINGs 111 ,ZO�4 Pqm MCI pqm Oro —CASTLEPINES TOWNHOMES ISSUE DATE: 04/01/04 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E FLOOR PLAN S H E E 1 N 0. Immu'' W. KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLr, VENT W/ SCREEN ® FLR LEVEL P006 42' KNEE WALL P001 PLANT SHELF A50VE P006 1'-6' WALL P009 MIRRORED P010 PANTRY Wr 5 SHELVES P011 LINEN W1 5 SHELVES 1=012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 6' WD. RAILING 4 2' PICKET 0 5' O.C. P014 GLS.BLK, (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE 1=011 CA5INET A50VE P015 8' CEILING P019 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CEP- TILE WALL B006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 GOOK 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 EO06 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 5RN'G WALL WD. STUDS w 12' O.C- W02 5RN'G WALL WD, STUDS 0 16' O.C. I GENERAL NOTES 1, ALL WINDOWS AND SLIDING DOOR GLASS 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. ,. HVAC CONTRACTOR TO PROVIDE ELECTRICAL 5REAKER5 IN AIR HANDLER. S. ALL BATHROOM FIXTURE OUTLETS TO BE 00' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL 5E HARD WIRE IIOV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL 5E INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDAR PLUMBING CODE 11394 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR. 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 Flo =1000 AREA CALCULA110N "Dit LIVING AREA A/C 104-1 50. FT. 15T FLOOR 1093 50. FT. 2ND FLOOR '154 SQ. FT. GARAGE 254 SO. FT, COVERED ENTRY G I 5Q. FT. COVERED PATIO 90 SQ. FT. TOTAL UNDER ROOF 2252 5Q. FT. b-mkIgo] :l a A-2.2) SCALE: 1/4"=11-Oil 26'-0" 8'-4" ---- - 6'-2" 5'-9" op I 2-245H EGRESS FIXED GLASS 00 12'-0" I I 13'-0" p 5 N I UL -U50S TENANT WALL SEPARATION • x • x Os till TRU441 OBE MT" WILL .wm c•a. N•a cues ®a wire w urs a";e° eo reaene••rkw nw AFL I caNwrr�s�veL�w a. r�owu��P i OPTIONAL DEN W/ — — 2066 DOORS - — — V � 10'-6" 1'-6" 13'-0" I ro LOFT V0 CL'G 42' WALL cv h " 4" er \3'-" 11'-0" W02 V 2' 3'-8" 4" -.- e. o e 4 " I 1 �• PO _ II BATH 2 2868 4 CL'G/C T. DN <r 3'-4" 6'- " 4'-8" „ 4" 5'-4" - �, �> E �—PN 201�N X Q _ xo a6\� \ BEDROOM ##3 BEDROOM #,E2 9'4 CL°G V4 CL'G `„ O I I u7 12'-0" Lli" 13'-0" 346H EGRESS 34SH EGRESS `o D 3'-7" 4'-6" s002 '-2" 4'-6" 4'-7" 4'-7 I i� 26'-0" 0=.ALE. t C 1) E L ID �l "Ir,) 48 AND ALL PRIOPO IECT TO ANY COPS€ LU -V 13'-0" 13'-0" S-3" 6'-3" S-6" 2'-2" 8'-4" 2'-3" 2'--Y I. 2-258H EGRESS COVERED PATIO g 9'4 CLIO I I 1 I � 2'-3" 2' 3'° 12'-0" 8" 2' 2" L 8'-4" 8~ aGD MASTER BRM 9'4' FLAT OL'G " ■ W I SWIG WALL LIVING ROOM 2 -4" 3-6 2'-4" 2'-4" 2-STORY COGS /> .g, Ln r 16, POT SHELF SOTT. • 51-41 4 11 16' It 4—SOT I IFlo V-1 I TOP • II' 4' TOP PC N 5S}s5V'G WALL 5' 6" m t 4'-2" 4" 14°-8" T = MASTER BA ' WALL 1Af n " _ 0 DINING RO M C S- 0 I _ i P011 N 2-STORRY CL 16' POT SHELF 16, F =501 T. • 9'-4' 4 E--SOT OP • 11'-4' TOP '-0" 4" ' 4" 2'-8 4" 4°-10 3'-3" 5' 2" �,- pgips P WIDER I n ( LINE 2 F ILI cLrvcr, - -4„ L t — _ �_ ' UP IS Rif E14 a E 9'4Mrs "IMF UP // \ O �' — — K001 K001 o I a' No K002 1 O KITCHE — 94 CL'G P004 PPM— N M G CH PI _ 4" 2' 0" 2 0" 11'-0" 4'-2 7,-0" 0 4„ N N N — I P004 `r POW — F'010 0 i a I `r I BREAKFAST BRE o 9'4 M 9 n N 355H 3e F S-10" 4'-6"_ 13 P013 9010 ON. pOAF-0 e004Fo18 � ' 8' i. 5-4, 8•, 5'-..9' 5-9 91-0" 3'-4" 26'-0" D W iv ECTIONIS J 01 FILLU INSPECTORS T NECESSARY IN 6PUi A C ATH ALL APPLICABLE C, ESA-2 D A-2 ca s w o � m M M ad �a Q 0 - D Y ac p c0 w < o x O a 4 0 N www.GLEAssociates.com APR 16.20W,__ R. QUINN TURNER Drowinq Not Valid Unless Signed. Sealed & Dated By Registered Professional Lu ck ! (` w 4 U. •: l Lu o • A, U3 Col #+uj • r CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE BUILDING lit H A CASTLEPINES I S S U E D A TE: 04/01/04 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE FLOOR PLAN S H E E T N O. Am2.' KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF 1=004 R-11 INSULATION BETWEEN GARAGE AND A/C PODS 60 SQ.IN. BLK. VENT W/ SCREEN m FLR LEVEL P006 42' KNEE WALL POO1 PLANT SHELF ABOVE POO6 I'-6' WALL PODS MIRRORED POIO 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 N S' O.C. 1*014 GLSBLK (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE POO V CEILING P019 TEMPER GLASS BOOI RECESS MEDICINE CABINET 8002 MARBLE SHELF 8003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN BOOS RECESS SHOWER U)/ CER TILE WALL 15006 KNEE SPACE 500'1 BANG OF DRAWER BELOW KOOI DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER EOOI ELECTRICAL PANEL E2 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP EOO'1 CENTRAL VACUMN £008 AIR HANDLER UNIT 6001 BRN'G WALL WD. STUDS 0 12' O.G. $002 BRN'G WALL WC). STUDS 6 16' O.G. S GENERAL NOTES 1, ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS, 2, OMITTED 3. DRYER MUST VENT TO OUTSIDE, 4. SET HOTWATER HEATER AT FIN, FLR, LEVEL 5, ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE, 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE, 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' APR CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, SHOWERHEADB, URINALS AND SINKS COMPLY WITH THE 5TANDARC PLUMBING CODE 1994 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR, 13, OMITTED 14. LUMBER AND GRADE SHALL BE S.P.F. 02 No =1000 AREA CALCULATION "D' LIVING AREA A/C 1&47 5a. FT, IST FLOOR lag3 50. FT, 2NID FLOOR 754 50. FT, GARAGE 254 50. FT, COVERED ENTRY 6l 5G, FT, COVERED PATIO eo 5Q, FT. TOTAL UNDER ROOF 2252 5a. FT. 26'-0" 2'-'" -'_'� 8'-4" 5'-9" 6'-2" 2'-11" 00 FIXED GLASS I 2-24614 EGRESS 12'-0" 13'-0" N W. -U5fl5 TENCAlT WALL e@ImAlRATICN ABM save ane►O.2 uL uae.`'o"w, w.,m. reun.A hate mu.s rw9.00. ox wrau ss«oa wrw:"w, rra¢ awaurt xn r+nexaui eeeneum. eoomo OPTIONAL DEN W/ 2068 DOORS `r LOFT 42' WALL B'0 CL'G .r a AL'?� 4„ 10'-4' 11'-0" `cc 0 is I E 4" 3'-8" 24 0„ 37 io 0 - a II call 1 BATH 2 II 9'4 CL'G/C 26b81 _ ON <r 4'-8" 6 -8 H L 3'-4" LI - - 5'-4" 4" 3' I� N -_-_--_--_- e v_ —v I $ BEDROOM 42 BEDROOM #3 9'4 CL°G 94 CLYs CO M 1 13'-0" 4" 12'-0" I 345H EGRESS 334SH EGRESS 4'-7" 4' 6" 8'-2 Sm02 4'4" 3'-7" I S-11 26'-0" AD2� A - 22 2 NI.% 1=L0®FIR, �G,���. vas . ,• _ Q,• A-2.1` ) SCALF- 1 /4 1,-0„ I Ilkl-� " L-10/ THESE PLANS AND ALL PROPOSED ARE SUBJECT TO AI`•iY CORRECTI REQUIRED BY FIELD INSPECTORS MAY BE NECESSARY IN ORDER COMPLY WITH ALL APPLICABLE C( � o P` m �� 4 N-1 LO tt? 06 p en W 4 :DM a w 7 w J O X Z O CL i p N r7 www.GL.EAssociates.com AA0002369 R, QUINN TURNER - Drawing Not Valid Unless Signed, Sealed & Dated Sy Registered Professional rlf. c: x � V y 0 . 4 " t IL �e CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL. 34986 OFFICE: 772.468.4703 DATE BUILOING III �m��;rm iLri17 CASTLEPINES JOB N0, 750-00213 ISSUE DATE: 04/01/04 D R A, WN B Y: RNF C H E C K E D B Y: OT SHEET TITLE FLOOR PLAN SHEET N0. d KEY NOTES POOI CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN, BLK. VENT W/ SCREEN m FLR. LEVEL P006 42' KNEE WALL POO1 PLANT SHELF ABOVE POOS l'-6' WALL PODS MIRRORED POIO PANTRY W/5 SHELVES P011 LINEN W/ 5 SHELVES 1-012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2' X 8' WD. RAILING 6 2' PICKET m 5' OZ. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE POM CABINET ABOVE P018 S'CEILING POi9 TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER WJ 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 KOO& DISHWA514ER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL PUMP/EQUIPTMENT EOO6 WHIRLPOOL PUMP E001 CENTRAL VACUMN EDO$ AIR HANDLER UNIT $001 BRN'G WALL WD. STUDS m 12' O.C. $002 BRN'G WALL WD. STUDS m 16' O.C. GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR GLA55 SHALL BE PER ENERGY CALC5. 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 514ALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE, 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER, S. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9, PROVIDE RECEPTACAL FOR MICRO/HOOP FAN 65° A.F.F. CENTER RANGE SPACE. 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS 514ALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 5HOWERHEAD6, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE 1994 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF. NOT LE85 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.7 5Q.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 5.P.F. 02 Flo =1000 AREA CALCULATION "A11 LIVING AREA A/C 1488 SQ. FT. GARAGE 31% SQ. FT, COVERED ENTRY 9 SQ. FT. COVERED PATIO 91 SQ, FT. TOTAL UNDER ROOF 11B64 SQ. FT. A--2,4) SCALE: 1/4"=1'-0" I��� ✓:M! M =MM /--A 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. 0 r Z Q D ad LL. ^ ai 0 M=od0 W W (n n z It J 0 X Z 00 Q 0 www.G[,EAssocio'Les.com AA0002369 '�A�R 16 tVO4 R,. �UIRR TU E2- Drawing. Isot Valid Unless Signed, Sealed & Dated, 8y,.Rkgist"''d^Professional f i LLJ • q .. i • Lj- CMD .; • WM + • (D e gm LJJ N /cop) uj 0 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUGE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING Ill CASTLEPINES TOUANHOMES 1 I S S U E D A T E: 04/01 /04 D R A WN B Y: RNF CHECKED BY: QT SHEET TITLE FLOOR PLAN S H E E T N 0. wffm.wr 19RIC-il-{T SIC�)E ',4' ELEVATION LEFT SiC>E ELEVATIC)N -- --- _. -- — — — _1= UNIT 'A' UNIT 'A' m EE I] IT-] m � 1:11 ED UNIT D UNIT D UNIT D UNIT D w,ua. uo • . r - r UNIT D FRONT ELEVATION s•.r_p UNIT D mlkgml UNIT D J_ — _ — — — UNIT 'A' UNIT 'A' iw.arre~ 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. WILDING I'll ?4'.CI6 A R P i1R. p .N.'.! D I p I•pp@. A , Y m 1 M l M ItSY PM LOf BN LLAe ow CASTLEPINES TOUJNWOMES d Q I TOP OF am. i 004C, IBM.- :r PATIO SE CT f ®N SC.4L�: 15F GT f r,)N. sc.aL_a: UNIT P,' UNIT D ,4 - " 1/8 " = r — �0D" THESE PLANS AND ALL PROPOSED PORK ARE SUBJECT TO ANY CORIRECTIONS REQUIRED BY FIyLD 15143Pi CTORS THAT MAY BE 14ECE-SSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www. GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional r ® W c = Z 0 ti ® LL V Q 0 ti C r U) J 0 ti® W Z Q C� = ® W d � L J X J co O � V J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE BUILDING I'll l A leOL0 FlELO �LVLP —0 r A LO m 1OrI l01'I6 {O!M1{ W- br1Y CASTLEPINES TOUINWOME5 JOB NO. 04750-00213 I S S U E D A T E: 04/01/04 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E EXTERIOR ELEVATION S H E E T N 0. Am3.1 - ll1,4�� LEGEND - TOP OF WALL • 9'-4' AFF. TOP OF WALL • 111 APP. TOP OF WALL • 20'-8' APP. — RAKEo PARTY WALL NOTE: NOre•t TPA�rWRyRWPr�AATDeMIAewaTPIM N' ®LT TD rW. 1o1KL rY ro nn+-Roue a�w as Noa •2. ee�rn�a� n GTu awroTrwFepn role, ALL H,4NGER5 LU526 U.O.N. 2ND FLOOR ROOF FRY41"IINGPL,4N SCALle. n R W SCAL-M. I/S - - P - O• I/S . - V - ®' �1 ®1Dd— " Di I I tNI O D E L I I D I I �-I O I E L 11 1D I I O E)L I I ID I I PLIFT/CONNECTOR NAILING SCHEPUL BPA1 GROJIF TYPIIl UPLII` uslo MODEL Nam IOd NAILS RE7'IlJere A .MO TA 20 10 b li TA 20 IV O e00 TA 20 10 D 1100 TA 20 10 e 1%" TA 20 IO P 2400 TA W Is 2 ITRAM G Ben TA 20 Is 2 STRAPS N 620 TAW 10 I 2040 TA 20 b 2 STRAPS J see TA 20 10 K 1500 TA 20 b L 6I0 TA 20 IV H '100 TA 20 10 N 32M TA 20 0 2 STR6P'0 O NO TA 20 N p 4y2 TA W b COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: >tpoeuro egory Importance Foot ( I Bask Mind Speed ( V Mean Roof Hsl ht h -1.00 -125 mp -I6 ft �ul�ng ype nee End/Gamer Zone Wldth (a)4-Pt Roof Angle (e) - 23 dog Intemal Pray 0 aR. G I - 0.18 Design Output: rw M IPSFI n m(Zane1 n e a n one (Zone2 mr (Zane3(2one4(Zone n ar a ne 5 Irr - B - - _ _ _00 - D - - in 0 - - - #5 BAR T&B 13 0 12' O.C. THRU-OUT Q RECAST UNiEL iv CONIC. FILL SOLID TO BOND BM COMPOSITE BEAM FOR J016T TOP a II'-4' 2)0 LEIX*R FLOOR TRJ55 ®TM. a 914' FLOOR TRUSS AND LEDGER S' WLOWALL. WALL TYPICAL FLOOR DETAIL eLA.E. 3M'-IV' TOP OF WALL • W-4' AFF. TOP OF WALL * iv-v AFF. WALLS oat L R2aP NiNpIM me a rzw ox a11a me a IMLL NNIWRa" 2 tivaLsom ax mI�aw uo2a10 . uaaaata . eosoReemHeuone THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY CE NECESSARY IN ORDER TO m errAy COMPLY WITH ALL APPLICABLE CODES. Ianoee<ww JORT- rIN w POaP aN LOAo r1Ax .>oM aLrMK. Sb WTAM PH. (112) 286-3100 FAX (112) 288-4234 Roof and Floor Truss fystems 4115 Marton Highuag Palm City, FL 349W 0 WO o 00 d J � m M Mn za��c CO m p 0 W � O wv:zwd 0 N M www.GLEAssociates.com AA0002369 ,APR 1-2-2GG4 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional �a �oW O Z do r Q cc c o C4 � W LLJ ZQ� V �o �o x UJ Fj_ a J m LU N a v J C6 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING III N A r 10 rl V IImLG 11MMID r A I m worm L m Lath• IOtm worry GASTLEPINES TOWNHOMEB J 0 B N 0. 04750-00213 I S S U E D A T E: 04/01 /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. A®4 UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT LISP MODEL NO. OF 10d NAILS REMARKS A 450 TA 20 10 07 550 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 1 2640 TA 20 15 2 STRAPS J 350 TA 20 10 K 1500 TA 20 15 OL 870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 0 430 TA 20 10 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure a egory = Importance Factor ( I =1.00 Basic Wind Speed (V 3 =125 mp Mean Roof Height h 18 ft Building Type = nc ose End/Corner Zone Width ( a )4�t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SQ.FT. Iner or o (Zone 1 + — e n one (Zone 2 + — Corner o (Zone 3 + — n error o (Zone 4 + — e n one (Zone 5 + 29 —Tr- 45 29 29 —97 29 1 —97 51 —551 51 1 —68 20 27 — — — — 4 — 50 —4 3 —77 23 —77 45 —50 45 —57 100 — —6 — — —53 200 21 —42 21 — 1 —6 —45 41 —48 500 — —6 —4 1000 — — — --72— 51nm: a _= _try .. PRECASTLij _i: CO • O BOND BM ill► • -• WALL -LEGEND -- - TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 20'-8' A.F.F. RAKED PARTY WALL NOTE: NOTE " I. `,4UCs E5" WWUC W/AD55 EA. SIDE OF TRU55 FASTEN B45E -LATE -/(2) 3/4" FIB THRU-BOLTS 1/2' BOLT TO M46. E.S. (14) 106 E5. FASTEN 51DE PLATE W/(2) 3/4" MB THRU-BOLTS NOTE "2. '5EMCC' 5GP2 NOTE r PICAL STRAP ANCHOR O MASONRY (UNO) 5EMGO TA1-R2''.6 MAX UL. = 1355 EA. STRAP ALL HANGERS LUS26 U.O.N. �1 WALLS -n K 6 TOP @ 11'-4' FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS AND LEDGER FOR J❑IST -2X8 LEDGER BLOCK BRING WALL TYPICAL FLOOR DETAIL SCALD 3/4'=1'0' WALL -LEGEND TOP OF WALL @ 9'-4' A,F,F, TOP ❑F WALL @ 10'-0' A.F.F. GABLE4HIP ROOFS lu-<9s o 1Q ZONE b ROOF INTERIOR ZONE ( ZONE 21 ROOF END ZONE Qa ZONE 31 ROOF CORNER ZONE (1) ZONE 41 WALL INTERIOR ZONE Q5 ZONE 51 WALL END ZONE a ROOF ANGLE a END/CORNER ZONE WIDTH PH, (772) 286-3700 FAX (772) 288-4234 \ni 11A Roof and Floor Truss System 4175 Martin Highway o0 PaLm City, FL 34990 EDEL "T/ 2ND FLOOR ROOF FR.41"IINGPLAN BCALG'. 1/0 V — ®' THESE PLANS A10 ALL PPS ARE SUBJECT TO fV,4Y C( REQUIRED BY FIELD IN sPI MAY BE NECESSARY IN COMPLY WITH ALL APPLIC 1;Ma' SrS0 rj IS THAI RTO CODES. 1 II I1WWW I i ral's A-4.2) SCALE: 1/4"=1'-0)) 0 W� C, O 0 JiZ J p a0 Q 0 W p a W n Z W d Z It 0:2 p d IQi p N www.GLEAssociates.com AA0002369 APR 1 2.200L R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CO Q r �_ LU Tess L6G r Q L r IO = V/ C Too Q ? m ILL CMD a session _A Z � missilec J V O ti LLJ W Z Q J o C) a N '� � J x 10-am m 0 a v J CLIENT: KOLTER SIGNATURE HOMES 216O NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772, 468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING III //i ' .. .000. CASTLEPINES TOUNFIOMES J 0 B N 0. 04750-00213 ISSUE DATE: 04/01/04 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 TRUSS PLAN SHEET N0. TOP @ 11'-4' FOR JOIST 2X8 LEDGER B'BLDCK BEARING WALL FLOOR TRUSS BTM. @ 9'-4' FLOOR TRUSS AND LEDGER 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. HIP ROOFS WALLS 0 h MX L RW R rOM IDE IRE 9 RW eR IRE ME 3 Rai COM M IRE M W&L WTOW IRE iRE 5 W&L Da ME . RU ANU • 011111amn zx VON WALL LEGEND L- _- TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 20'-8' A,F,F, — RAKED PARTY WALL NOTE: NOTE • I- "HUGHES' J1WUC 4/AD56 EA, SIDE OF TRJ55 FASTEN BASE PL2' BOLT TO I'IASATES. W/(2) 3/4"' IB THRL'-BOLTS .. E. (14) 106 ES FASTEN SIDE PLATE W/(2) 3/4' MB THRU-BOLTS NOTE "2. "SEMCO' SGP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO TAPR26 (10) IOd E.S. MAX J.L. = 1325 EA. STRAP ALL HANGERS LUS26 U.O.N. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF III NAILS REMARKS A 450 TA 20 10 O550 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 O550 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 OL 870 TA 20 10 M 400 TA 20 10 NO 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 O430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =0 Importance Factor ( I =1.00 Basic Wind Speed ( V =125 mp Mean Roof Hei ht h 18 ft Building Type Enclosed End/Corner Zone Width ( a )41t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Componeni Roof Pressures (PSF) Wall pressures PSF Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + - End Zone (Zone 2 + - Corner Zo (Zone 3 + - elnterior Zoe (Zone 4 + - End Zone :one 5 + - 10 29 -46 29 1 -97 29 -97 51 -55 51 -68 20 27 -45 27 1 -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 1 -68 21 -68 41 -45 41 -48 500 21 -42 21 -68 21 -68 38 -42 38 -42 1000 - - - - - /w^ „ V �M.^ Q � � #5 BAR T&B #3 @ 12 O.C. THRU-OUT a w �� PRECAST LINTEL N a- CONC. FILL SOLID TO BOND BM COMPOSITE BEAM PH, (772) 286-3700 FAX (772) 288-4234 lW Roof and Floor Truss System 4175 Martin Highway o0 Pal1n City, FL 34990 YODEL "T' 2N1D FLOOR iv001= FR.4"INC�PL.4N 0=,ALC. 1/0 ' - V — m' THESE PLANS AND ALI ARE SUBJECT TO A" 1 i REQUIRED BY I'M1 I MAY BE NECESSAI COMPLY WITH ALL AF m IW imm, IN ;> .... l■hl mim-1- rr I�I�I� i�l�l�l�l�l�l�l�■` �/Jll�i�l�ll���iiia� I i� V �Ifyt�i ll I IImimimImImlml �I■I■i■I■ .�l■ ,MI■I SOME 1=61m Mill l�illl_ NINE Mill! 111011011mmimiMEN. vi .��■IIWqk GIs MIN MIN mile Y11DEL 1 i�..� IiSED WORK �RS THAT IDER TO CODES. D D A-4 A-4 TRUSS PLAN A-4.3 SCALE: 1/4"=1'-01) m W� J ^O 4() =O o � � Jm�M�00 Z J tO Dj CC w p � o o W N Z W d O CD Z 0 0 N n www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional �C Q IO W ti Q 0 10 � o � G ' � L,L Q '0 C Z��, J V �Uj J r QZ 0 d .A• Y0 r I Ir�:� J X Iiv m H 0 a v J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO. REVISIONS DATE I SUILDINCs III ON CASTLEiPINES TOUNWOMES J 0 B N 0. 04750-00213 ISSUE DATE: 04/01/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E TRUSS PLAN S H E E T N 0. Am4.3 -- WALL LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 20'-8' A,F,F, RAKED PARTY WALL NOTE NOTE x I. "HUGHE5" WWUC W/41D5S EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4" ME, THRU-BOLTS 1/2" BOLT TO MAS. E.S. (14) IOd E.S. FASTEN 51DE PLATE W/(2) 3/4" MIS THRU-15OLT5 NOTE Y 2. "SEMCO" SGF`2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (iJNO) SEMGO 74PR216 (IO) Imd E.S. MAX U.L. = 1395 EA, STRAP ALL HANGERS LUS26 U.O.N. PH, (772) 286-3700 FAX (772) 288-4234 f Palm City, FL — 34990 TOP @ 11'-4' FOR JOIST 2XB LEDGER 6' BLOCK BEARING WALL FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALES 3/4'=1'O' ___"LL-LEGEND TOP OF WALL @ 9'-4' A.F.F. TOP OF WALL @ 10'-0' A,F,F, /HIP ROOFS WALLS B 301E b RBBF DITERm1 NE ZONE T RMF DO ZONE ZlK 31 R01F COM ZONE ZME M VALL WEIUM ME ZONE 5 WALL ae IDLE • ROff ANGLE . ENO/CUM ZI E V013N UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT USP MODEL NO. OF 10d NAILS REMARKS OA 450 TA 20 10 OB 550 TA 20 10 OC 800 TA 20 10 p 1100 TA 20 10 E 1339 TA 20 10 F 2400 TA 20 15 2 STRAPS OG 550 TA 20 10 2 STRAPS H 620 TA 20 10 O2840 TA 20 15 2 STRAPS JO 350 TA 20 10 K 1500 TA 20 15 LO 870 TA 20 10 M 400 TA 20 10 ON 3220 TA 20 15 2 STRAPS 0 1440 TA 20 10 O430 TA 20 10 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =u Importance Factor ( 1 =1.00 Basic Wind Speed (V =125 nri Mean Roof Height h =18 ft Building Type ee Eno ose End/Corner Zone Width ( a )4=Ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Componeni Roof Pressures PSF Wall Pressures PSF Effective Wind Area SOFT. Interior Zoe (Zone 1) + End Zone (Zone 2 + Corner Zo (Zone 3 + elnterior Zoe ((Zone 4 + End Zone ((Zone 5 + 10 29 -46 29 -97 29 1 -97 51 1 -55 51 -68 20 27 -45 27 -89 27 -89 48 -53 48 -63 50 23 -43 23 -77 23 -77 45 -50 45 -57 100 21 -42 21 -68 21 -68 43 -47 43 -53 200 21 -42 21 -68 21 -68 41 -45 41 -48 500 21 -42 21 -68 21 -68 38 -42 38 -42 1000 21 -421 21- - - - 747 ' illllll►• k� � H,. Im COMPOSITE to 5 BAR T&B 3 @ 12" O.C. THRU—OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM � TRUSS PLAN — (2) USP TA 20 HEA1)ER-04) 16d JOIST- (10) 106 ROOF DES LOAD MAX e 2555 U.L. MAX. = 1375 ) USP TA 20 ADER-(20) I&d )15T- (20) IOd DOF DES LOAD MAX a 5145 _. MAX. = 3255 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO A14Y CORRECTIONS REQUIRED BY FIELD INSPECTORS ThIAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociates.com AA0002369 AR--12- : R. DUNN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional r Q Lij Till ` 'I Vim ®OM}� Z� v�j ti r ® ILL z _ U) J o o� ®za.�, W t� J r ® a• ' 1'� V x Uj a J Fj_ m ~O � V J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 NO, REVISIONS DATE I 5UILDINCs I'll .. .. ., PP ;. GASTLEPINES TOUJNHOME5 J 0 B N 0. 04750-00213 I S S U E D A TE: 04/01/04 D R A W N B Y: RNF C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. 1 I I A-4.4/ SCALE: 1/4 =1 -U TYPICAL MASONARY BOND BEAM CONCRETE LINTEL 'CASTGRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND AND FILLING, IF REO'D. CONCRETE BLOCK WALL _ ' MIN W/ CONIC ' (MINJ SILL l� BOTTOM OF —�� NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) LINTEL DETAIL F'IRECA67 COItlC. COL. BY "-CONT. 2 • B STIaZT, STEEL BARS VERT. TIED TO FOOTMG PAD 8' x 16' CONC. BEAM BLOCK BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEAD'R 4 JAMB SHOT TO MAS. W/3'x .140' DIA HILTI SHOTS a 12' O.C. TYP ARCH WINDOW OR OPEN'G �2x40N TYP a 24' O.C..TYP 5/8' CDX PLYWD. NAIL'D W/ 8d NAILS a 6' O.C. 2x 4 HORIZ. a 6' O.C. CU TO FORM RADIUS OF A ANC. FILLED 8x COL OR FILL'D CELL EA. SIDE OF OPEN'G SEE PLAN HALF COL. WHERE SHOUX (NON STRUCTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. PRECAST COL I' x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ Ze9 X 1 1/2, SM 6' D.C. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUR SPECIFICATIONS, WINDOW BUCK DETAILS ARCH FRA„IING PET STUCCO FILLED CELL W/ (1) "5 EA SIDE JAMB (TYP) LAG SC !EW PER MFG DATA WOOD DR TRIM (PT) 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 31 MIN EMBD 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12' ABO Fr. MAX SPACING BTU.N ANCHORS 36' GARAGE DOOR ANCHOR DETAIL ANCHOR TO MASONRY WITH (3) 1)2' . RH. WEDGE ANCHORS 8' x 16' GONG. BEAM BLOCK B' x 12' CONC. COL. W/ (4) 05 4 03 TIES a 12' D.G. (1) S BAR VERT. HEIG4T CHANCE DETAIL STUCCO SEALANT 1/4' STEEL SIDE AND TO GIRDER TRASES WIN TYP. ANGHOR FOR PATIO GIRDER TRUSS TO MASONRY PIER (FILL BLOCK COL'S SOLID WITH GONG.) STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (8) I0d GALV COM 2 X 8(6) VERT STUDS AT I6' OC PROVIDE DEL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X 16 BOND BEAM CONC FILLED WITH lU " 5 ATTACH 2X8 PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT IS' OC (MIN EMBEDMENT INTO CONC 2/1/2'J OR ANCHOR WITH HILTI SPM-12-S36 PIN (METRO DADE PROD APP NO 90-1208.K89) PROVIDE (2) PINS BTWN EACH STUD SECTION KNEE WALL TO MAS FILLED CELL W/ (1) "5 EA SIDE JAMB (TYP) 1' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPGON' 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 EACH VERT STUD GALV COM EA STRAP D BOT EACH VERT STUD IGNED WITH TRUSS ABO ANCHOR DOOR JAMB TO BUCK WITH (2) "10, 1' FROM EACH END, 24' O.C. THESE PLANS ANO ALL PROPOSED WORK ACHE SUBJECT TO ANY CORRECTIONS REQUIRED BY F'6ELD INSPECTORS THAT MAY EE NECESSARY IN ORDER M COMPLY WITH ALL APPLICABLE CODES. 2 SETS OF 2' X 4' X-BRACING FROM GNA�BLLEEBEEND TRUSS 4'-& O.G. ENTIRE LEWITH OF SCISSOR TRLISS 2' pyER pRp qqgg EE �— FOR OVERHANG O$91- ' X 8 FASCIA ' X 4' 2' X 6' VERT. a 24' O.C. GABLE END TRUSS MTL. STRAP a 24' O.C. 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' GW5 2x STUDS is 24' O.G. A.H.U. 5/8' PLYWD NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER a 3 LOG. TOP 4 BOT. 2x 4 STUDS a 24' O.G. 4- 16d NAILS PER CONNEC. FINISHED FLOOR NOTE: SEE A/C PLAN FOR LOC OF DUCTS 4 RETURN AIR AHU STAND FILLED DELL W/ (1) S EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING OUTSIDE WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH 'TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS SCUD DOOR ANCHOR DETAIL SLAB 0 W 0 J � ICI O J m M M 00 � Z CD J a] 00 m o o w N Z W , n ¢ O X 0 N M www.GLEAssociates.com AA0002369 Apvt -2-D R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional r Q W ~ Q cc -a rho=moo L,L � a Z I-- P N J N/ O 70 Cq ti Q W Z Q J p a Gi 'c� r Px W pi a = J Im A.: N ®a v J � CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J O B N 0. 04750-00213 I S S U E D A T E: 04/01/04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. A 5 TOP PLATE ANCHOR AT EACH STUD — STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE 2-2 X CONT. TOP PLATE X FS. 2 X WOOD STUDS A I6' O.G. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL. W/ 1/2'X l' LONG ANCHOR KWIK-BOLTS o 48' O.G. OR TOP PLATE ANC AT EACH STUD H 311 X 300 SST/REDHEAD MUD SILL POWER FASTENERS 01524 SDC 0 12' O.C. 8EARINCi; WALL DETAILS PRE-FA6 WD.TROSS FRM. TRUSS MANUPOBPACE 024' O.0 2 X TRUSS BRACING ATTACH'D TO TOP OF SOT. 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. TRUSS 51R4R GYPSUM WALLBOARD—_ SEE ENERGY CALCS. FOR INSULATION - PROVIDE SEMCO RTPGA830 GALV. MTL HURRICANE STRAP AT EACH STUD - FASTEN TO FACE OF STUD W/(3) 16d NAILS t TO DBL SILL PLATE W/(2) Ill NAILS d TO CONT. CANT BLOCK W/(3) 166 NAILS t TO TRUSS WKS) 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 CALLS. (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5/8' EXP I PLYWO SHEATI-1'G W/8d a 6' O.C. EDGE t FIELD 4' O.G. • 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 BOT. FASTEN WITH (8)10d NAILS 2 X 6 WD STUDSC/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/8' IN DIA. WMIIN 2 NAILS PER 80. FT. BOT PLATE (2) 2 X 6 CONTINUOUS <NEEWALL DETAIL A2---m� SIMPSON SP4 COM EA. SIDE FASTEN TO STUD IF EXISTS. OTHERWISE, WRAP AROUND TOP PLATE SIMPSON MTS STRAPPING WIMPSON H8 STRAPPING ITH (5) 10d FOR TRUSS Al WITH (5) I0d FOR TOP PLATE WOOD HEADER (DIMENSIONS VARY) SIMPSON LBTA STRAPPING (12) 10d EA. STUD 8RN'G WALL HEADER DET,41L CONC. TIE BEAM PROVIDE SIMPSON SP4 w/ (6) I0d NAILS (4 EACH SIDE) 2x6 WD. FRAME WALL !STUDS a 16' O.C.) 2x6 PLATE PROVIDE 30" FELT MOISTURE BARRIER SIMPSON 1/2' X 8' WEDGE BOLTS 24' O.C. MAX. (EMBEDMENT 6') 8x8 CONC. FILLED CELL w/ (V 45 R5. VERT. CONT. TYPICAL CONIC. BLOCK WALL FR/41" CE UJ,4LL/5LOCK CONN. 41GW RIB METAL LATH 2EEN VENTS ® 8' OC PLATE NON -BEARING INTERIOR WALLS 3 SAW OR 6' GALV METAL STUDS A 24' OC 1/2' GYP WALL BOARD EACH SIDE INSUL WHERE INDICATED ON PLANS SEE ENERGY CALCS. INTR. WALL SECTION EDGE NAILING INTERMEDIATE NAILING BOUNDRY NAILING • COWER NAILING ROOF FLOOR 8d 0 6' O.G. 10d a 6' O.C. 8d 0 6O.G. IOd a 10, O.C. 8d ® 4' O.G. I0d a 4' O.G. 8d ® 4' O.C. NO N41L INCH SCHEDULE SEE ENERGY CALC. 12 55 INSULATION PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON CONIC BLOCK I/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR MAS WALL' THESE PLANS AND ALL PI OPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECE ySARY dN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB ELEV.10'-I' DETAIL-TYR JAMS SCALE: 1 1/2' MARBLE SILL W/ 1/2' OVERHANG UJINDOW SECTION 3/4' a 1'-0' RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-I/4' TAPCONSCREWS AT 24' O.G. MAX 1 X 3 PT NAILER !ii 0 10 Q LLJ J ^O Ln =o N J mtq M Z CD J 0 m ¢ w o 0 o�a�� w v= z w N Q o x z o :in 0 cv www.GLEAssociates.com AA0002369 7�U1J R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional tt� Q r O WW �r"o0G�'� L t� _ Z 0 v- 30 LL. Zt-�, J W V � -v- m IIIIIIIIIII� r � � � am J � a v CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00213 ISSUE DATE: 04/01/04 DRAWN BY: RNF C H E C K E D B Y: OT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. A 06 METAL TRUSS ANCHORS EA, END EA. TRUSS SEE ENERGY CALCS FOR INSULATION UOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' ❑C, PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS BASE- SEE FINISH SCH — TYPICAL FLOOR TRUSS ASSEMBLY PRE FAB SYSTEM 42' (OR EQUAL) FLOOR TRUSSES 18' DEEP AT 24' O,C, MAX TYPICAL INTERIOR CEILING 5/8' GYP WALL BOARD ON PRE FAB FLOOR TRUSSES DBL. 2X8 PT. W/ 5/8' X8' WEDGE ANCHOR AT 24' D.C. 1X3 FIRE STOP 8' C.C, HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' DC, PROVI➢E 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' ITAM AS SCHEDULED 2 k B SUB FASCIA 1 X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH TYPICAL SOFFIT CONSTRUCTION PROVIDE 6'X24' SOFFIT VENT @ 6'-0' D.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REG. TYPICAL DOUBLE TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR, uBEAM 10'-8' AS SCHEDULED CEILING HEIGHT +9,_4' AS SCHEDULEbP TYPICAL DOUBLE TIE BEAM CONSTRUCTION B'X16' POURED CONC TIE BEAM W/ (1) #5 REBAR TOP (1) #5 REBAR BOTTOM CONT #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN 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'xB' WD. HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM 2'X12' WD. WEDGE ANCHOR (TYP. BOTH SIDES OF STRINGER) GRIDER TRUSS L BRACKET W/2-1/4' BOLTS /n I 1'X RISER 1 e 2'x12' WD, TREAD \2 LAYERS OF TYPE 'X' DRYWALL ON WALL AND CEILING UNDER STAIRS 4' WALL WITH DRYWALL ON BATHSIDE TAPE AND SEALED METAL TRUSS ANCHORS EA, END EA. TRUSS WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAILS USED ON "C" E "D" MODELS 1X8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC. PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS. BASE- SEE FINISH SCH SEE FOUNDATION 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 —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' DC IN SOFFIT - SINGLE BOND BEAM W/ (1) #5 CONT. (NOTE, PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC. FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS �r-�icr_»�►�1■:ml��.���s.1.�I.� ��1yrin.t_ 8' X 16' CONIC BLOCK REINF WITH #5 VERT IN CONIC FILLED CELL AS'INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. RAISED STUCCO BAND SEE ELEVATIONS ELEV.0' s GRADE VARIES e a REFER TO FOUNDATION PLAN FOR FOOTING SIZES AND STEEL INFORMATION. EXT. WALL SECTION 1 4 SPAN #5@6'O.C. (1) #5 REBAR N YP. 11n OVERLAP RE24' AND TIE#5 REB#5 G'BOEQUALL i 1 HOUR FIRE RATED PLYWOOD RAKE BEAM PYRO-GUARD 4' FROM MIN B'X12' POURED CONC TIE BEAM W/ (1) #5 / PARTY WALL EACH SIDE RB TOP (1) #5 RB BOTTOM CONT. >,,,EXCLUDING HEEL CONDITION TYPICAL TIE BEAM CONSTRUCTION RAKE BEAM TOP OF g,-¢, AM SEE ENERGY CALCS FOR INSULATION AS SCHEDULED TYP I T CLG CONSTRUCTION 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP 8'-0' O.C. MAX 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL 44' X 44' X 12' CONC. COMPACTED TO 2500 PSF MIN STAIR PAD W/ (5) OR FIBER MESH #5 REBAR EACH WAY EXTERIOR STAIR DETAILS USED ON "C" 4 "D" MODELS NOTEt THE FIRE SEPARATION WALL BETWEEN END ONE STORY AND MIDDLE TWO STORY UNITS THE TRUSS SECTION SHALL HAVE 2 LAYERS OF 5/8' GYPSUM BOARD EACH SIDE WITH STAGGED JOINTS FOR 2 HOUR SEPARATION TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE WALL INSULATION ALL EXTERIOR WALLS SEE ENERGY CALCS. BASE- SEE FINISH SCH TYPICAL SLAB 4' CONC SLAB W/ 6X6 1010 WWM ON 6 MIL VAPOR BARRIER OVER CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH TYPICAL LEDGER CONSTRUCTION SECURE DOUBLE PT FX1R TO D BEAM W/ 5/8' SIMPSON WEDGE BOLTS EVERY 12' O.C. TYPICAL INT. BLK WALL CONSTRUCTION UL TEST NO. U905 TYPICAL INT. BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUN➢ATION PLAN, SEE FOOTING SCHEDULE TYPICAL PARTY WALL (MIDDLE) WALL SECTION USED ON (H) MODELS RAKE BEAM 90 DEGREE # 5 REBAR # 5 REBAR TOP # 5 REBAR BOTTOM ELEV.O', 0'-0" THESE PLANS AND ALL PROPOSED WORK Aa S�FSJ'ECT TO ANY CORRECT] OS ED ELF€ELC lP��^ SAY CE P�ECESSA'RY IN ORD RSTO AT' COP�3PL°lf'111 �� ALL APPLICABLE CODES. VERTICAL BOND BEAM COLUMN i El El MAS BLOCK WALL (4) # 5 REBAR RAKE BEAM MIN. 8'X12' POURED CONCRETE VERTICAL TIE (1) #5 TOP AND (1) #5 BOTTOM REBAR TO VERTICAL 8'X12' CONCRETE COLUMN TO (4) #5 REBAR, #3 TIED @ 12' D.C. WITH 90' #5 REBAR, VERTICAL DISTANCE SHALL NOT EXCEED 24', AND THE MAXIMUM HORIZONTAL DISTANCE SHALL NOT EXCEED 36'. REBAR TIE BETWEEN BOND BEAM AND RAKE BEAM DETAIL WALL SECTION USED ON (H) MODELS 0 > uj<� o N < m _ 6a Z J D Dj r 'n 0 w E5 w Z O d w 0 N r7 www.GLEAssociates.com AA0002369 APR Iz200', R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CC Q Lp W ~ ® Q VOW® _ '� r„ P ® � � LL ZW�� Q O C � J W Z Q =gig T ® Lu . a J XLLJ O � V J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE J 0 B N 0. 04750-00213 ISSUE DATE: 04/01/04 D R A W N B Y: RNF C H E C K E D B Y: QT S H E E T T I T L E DETAILS/ SECTIONS S H E E T N 0. Am7 ELECTRICAL PANEL m®ME m Illli�llii�ll� I _- �®IIIIIII,IIIII1 IIIIIIII, MIME momm DIME m �MEN mm LOAD CALCULATION A/C • 100 % 15 KWS FIRST 10 KWS. R IMM — 10.0 KWS REMAINDER . 40% 11.f! CIS 412- n9. 29.1 X.4- 11.5 TOTAL 2=4 KWS 294 KWS X 10" � 122 AMPS 240 PROVIDE: 50 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1653 SOFT. X 3 WIS/SOFT. • 50 KWS — 1000 I l0✓ EL- D ELECTRICAL PANEL NO POLE TOP IOW Deamr-TION WIC NO FO TRr1 KW OESmIsTION WIRE 3 2A0 TD AIR HANDLER • 6 2 4 S 2A0 Ac COP. •S 6 S 2,50 OO RANGE Y T S 2/20 2O DISH WASHER,DISPOSAL V 10 12 2410 SDI ORYER so II V20 ID RQItl6ERATOR V V WO is MICROUAVE (OPT) V 14 16 2/29 49 HOTMTER HEATER 90 B we 0 U&MI•ER V IT V20 L' SMALL APPLIANCES (WI) V IS IAS 05 INTERCOM OUTLET (OPT) V is WO 1S SMALL APPLIANCES V 20 WO US SMALL APPLIANCES V 21 VID 46 GENERAL LIC+HTING '14 22 I/O GENERA. LIGHTING (GFD 44 23 34 1A GEWRAL LIOHTMG 014 25 26 iT 20 21 30 3 9] 98 VW D FAN OUTLETS V 34 35 V20 1O GARAGE DOOR OPSHEER V 36 IAo ISATWIROOM RED. 'O 31 SMALL APPLIANCES (QpU 3S V20 SMOKE DETECT. (BATNRt L VEHT V 3S I I I SPARE 4O SPARE 41 SPARE 4] SPARE SUBTOTAL 2" KID. TO(A. CONNECTED LOAD: 460 KWL OJBTOTAL 2" KWL LOAD CALCULATION A/C 0 100 % 15 KWS FIRST 10 KWS. • 100% — 10,0 KRIS REMAINDER • 40% 11.1 KRIS 46.8 -115 • 293 X .4 • 111 TOTAL 2W KW5 2W KWS X 1000 , 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1530 SOFT. X 3 wTS/S(3FT. loco 4.6 KIUS 'ARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLE' AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO MODEL A THE OBSTRUCTION IS NO MORE THAN 24'IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR 05TAN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE COWS AND 4 WIFE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REOUIRM TO ISOLATE TFE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. ISO Q 3-1/0 THWN CAL IN 1 1/2, CON. 1 04 THU N CU TO 2-5ro' X V LON GROUND DRIVE ROD PER NEL. TO FPL POWER CO. CLI. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) I ST FLOOR ELECTRICAL PLAN 0 1 MODEL D MODAL D D D 2 NC FLOOR ELECTRICIAL PLAN we ru. NC NO A GeV ELECTRICAL PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO 0Y CORRECTIONS REQUIRED BYE"' 0 INZPE,CTGR3 THAT MAY 6E NECESSS T1Y IN 01DER TO COMPLY WITH ALL Af � LI CAELE CODES. 0 ujO O ro N � m Z J J o e0 0 J N Z W < N J O X z a a < 0 N www.GLEAssociotes.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional ca Q r O WW G r p = }}.v�.J� O T Q Cc {�. Ca�a`v_ Z�cl)U)> o J W /O� V Sol ^ 0 O •c, � r C W a, � J e~— LLJ /yr co VJ O J CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE 5UILDING III ImR.A I3 P NxMD tm;Le emcee I♦C.RA {O(IT LaTm {G(TD t Ttf lOrrO IOrTY CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 I S S U E D A TE: 04/01/04 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. SCALE: 1/8 =1 0 Eml ELECTRICAL PANEL NO POLE TRIP KW DESCRIPTION WIRE No I KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 12.0 RANGE •6 1 9 2/20 2.0 DISH WASHER/DISPOSAL #12 10 12 2/30 5.0 DRYER •10 11 1/20 1.0 REFRIGERATOR •12 13 1/20 15 MICROWAVE (OPT-) 012 14 16 2/25 45 HOTWATER HEATER 010 15 1/20 15 WASHER 012 11 1/20 15 SMALL APPLIANCES (GFI) •12 18 1/15 05 INTERCOM OUTLET (OPT.) *12 19 1/20 15 SMALL APPLIANCES •12 20 1/20 15 SMALL APPLIANCES •12 21 1/15 4A GENERAL LIGHTING •14 22 1/15 GENERAL LIGHTING (GFI) h4 23 24 1/15 GENERAL LIGHTING h4 25 26 21 28 29 30 31 32 33 1/20 12 FAN OUTLETS •12 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 BATHROOM REC. •12 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. a 15ATHFi1"I. LIGHT #12 3S SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 233 K.W. TOTAL CONNECTED LOAD: 46,13 KLW_ SUBTOTAL 23B K.W. LOAD CALCULATION A/C is 100 9. -IB KWS FIRST 10 KWS. 0 1009. 10.0 KWS REMAINDER m 409. KWS 46.8 -17.5 = 2c33 X .4 = 11.7 TOTAL 2c32 KWS 2'32 KWS X 1000 - 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1530 SQ.FT. X 3 WTS/SQ.FT. 4fo KWS 1000 OPERABLE PARTS OF THE CONTROLS OF LIGHT SWITCHES, ELECTRICAL OUTLETS, THEROSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL BE LOCATED NO HIGHER THAN 46" AND NO LOWER THAN 15" ABOVE THE FINISHED FLOOR, IF THE REACH 15 OVER AND OBSTRUCTION BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44` FPR FORWARED APPROACH, OR 416" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24"IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL IT IS ADVISED THE CONTRACTOR OBTAIN FHA RULES AND GUIDELINES AND REVIEW ALL SECTIONS FOR COMPLIANCE WHEATHER MENTIONED HERE OR NOT. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL BE WIRED WITH 4 WIRE CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REQUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. m U 3-1/0 THWN CU. IN 1 1/2" CON. 1 *4 THWN CU TO 2-5/8" X 8' LONG GROUND DRIVEN ROD PER N.E.C.— ELECTRICAL (TYPICAL) 0 TO FPL POWER CO. G.W. RISER DIAGRAM (N.T.S.) THESE PLANS AND ALL PROPOSE ARE SUBJECT TO ANY CORREC REQUIRED BY FIELD INSPECTOR MAY BE NECESSARY IN OROE COMPLY WITH ALL APPLICASLE I ELECTRICAL PLAN SCALE: 1/4"=1 "-0" WORK THAT TO A/C C 0 ujC) J ^ � o o m°° � MM� J Z J Z oD Q w ^ IA K w D O p w z w z o < 0 N M www.GLEAssociates.com AA0002369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional t0 Q ® W 1`1*-o10 0 cc Iron ®mc Z 0111 0 V�� ti ® L,L Q Z 0 «`_ C J W/ V o� ®Za.�, J ® auj r m j ~O V J CD 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 171 CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 ISSUE DATE: 04/01 /04 DRAWN BY: RNF C H E C K E D B Y: QT S H E E T T I T L E ELECTRICAL PLAN S H E E T N 0. Eml.1 ELECTRICAL PANEL NO POLE TRIP KW DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE 1 3 2/50 15 AIR HANDLER 06 2 4 5 2/50 A/C COMP. • 8 6 8 2/50 120 RANGE •G 1 9 2/20 20 DISH WASHER/DISPOSAL 412 10 12 2/31V SO DRYER 010 II 1/20 Im REFRIGERATOR 012 13 1/20 15 MICROWAVE (OPT.) 012 14 I6 2/25 45 HOTWATER HEATER M0 15 1/20 15 WASHER 412 11 1/20 15 SMALL APPLIANCES (CFI) 012 18 1/15 05 INTERCOM OUTLET (OPT.) h2 19 1/20 15 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES 012 21 1/15 5.01 GENERAL LIGHTING 74 22 1/15 GENERAL LIGHTING (GFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 26 21 28 29 30 31 32 33 1/20 1.2 1 FAN OUTLETS 012 34 35 1/20 1.0 GARAGE DOOR OPENER 012 36 1/20 EIATHROOM REC, 012 31 SMALL APPLIANCES (GFI) 38 1/20 SMOKE DETECT. 4 BATHRM. LIGHT 012 39 SPARE 40 SPARE 41 SPARE 42 SPARE SUBTOTAL 23.1 K.W. TOTAL CONNECTED LOAD: 412 KLI. SUBTOTAL 235 KW LOAD CALCULATION A/C * 100 -1.5 KWS FIRST 10 KWS. a 1009. 10.0 KWS REMAINDER ® 40`r• 11.9 KWS 412 - 115 - 29.1 X .4 = 11.9 TOTAL 29•4 KWS 213A KWS X 1000 122 AMPS 240 PROVIDE: 150 AMPS. SERVICE GENERAL LIGHTING CALCULATION 1683 SQFT. X 3 WTS/SQFT. 5.0 KUJ 1000 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X 8' LONG CsROUND DRIVEN ROD PER N.E.C. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN 1/4 ))=1)-0jj RED 1/4 .. - V - ®' THESE PLANS AM'' ALL P FROPOSED WORK AnE SUBJ'r TO AN" COR�BECTlOHS R 'OUlpo BY FOELD $16PECTORS THAT LjAY BE NECESSAII !P! ORDER TO CoMpLY�1,111TH ALL AjPPLICOLE CODES. JC COMP A/C COMP 0 W� O O 00 mMMa�O� J Z ON J Z W Q W ^ u7 a W pW 0 0 O W N W tl z Oro 0 o�� 0 N www.GLEAssociates.com AA0002369 F. R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated ey Registered Professional � Q Q W _ ti Q m O cc � _ o ti Rem ® ?0 � LL ': Z��, Q iO c J U 0 04 1` ® W Z Q J -0 CL d x Lu a J 0 V J CO CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE 10MSOUTLETS ARE REQUIRE OFFICE: 772.4168.47034986 PROTECTED (2002) NEC FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 1-11 J 0 B N 0. 04750-00213 I S S U E D A TE: 04/01/04 DRAWN BY: RNF CHECKED BY: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.2 REMAINDER • 40% 11.-I KWS 468 -115 m 293 X A • 111 TOTAL 29.2 KWS SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED AND CONNECTED TO KITCHEN OR BATHROOM CIRCUIT AHEAD OF SWITCH. ALL RANGE AND DRYERS SHALL ISE WIRED WITH 4 WIPE: CORDS AND 4 WIRE ATTACHMENT RECEPTACLES. PLEASE NOTE THAT YOU WILL BE REOUIRED TO ISOLATE THE NEUTRAL FROM THE FRAME OF THE APPLIANCE TO COMPLY. 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 THWN CU TO 2-5/8' X 8' LONG GROUND DRIVEN ROD PER N.E.C.- TO FPL POWER CO. C.W. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C COMP THESE PLANS AK110 ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY RE NECESSARY IN ORDER TO COMPLY WITH ALL AF-PLICA'SLE COMES. 'S ARE REQUIRED (2002) NEC p Lu0 O O n m �� J Z J O 00 w � Ofw ac! p O � O � r w Z w o Z O i O N www.GLEAssociates.com AA000'2369 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional �a o W 1 o CU vow �c=0)c Z ti o � U. Q - Z ti 0 _ ` J / V 04 o W z � ti m J F � J X Y. m y � a v J C6 CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING III CASTLEPINES TOWNHOMES J 0 B N 0. 04750-00213 I S S U E D A T E: 04/01/04 D R A W N B Y: RNF CHECKED BY: QT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. Eml.4