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Home My WebLink AboutBUILDING PLANSI I,_4„ 2,_3„ I 3,_Im„ 2'-3" 1'-4", RO.21"4'X63" I I I �7355H 1 1,z355H _ I I I =1 Q I x i COVERED PATIO VAULTED CL'G K- 12'-4„ MASTER _ n. VAULTED CL'G ,N 12080 m— . - ' - n � n CA LI EN 5 SH 12 24 SH. n �D \ LL{Lo 4„ 2 LIVING ROOM 2- yam GL'G -4 VAUiV _ 4 P 05 � MAS ATHIN N 0 4,_011 _ (A �B0 d 256" B005 n n = n n 8''8" 3'-2" 1'-6". 80 f1TL. V , - K006 001 ; v n O 'G _41" 5,_4„ 4„ DINNING ROOM x ✓AU-TED CL'G -v V n P004 II 11 2880 ,N � E004 _ I I I it , - P 112NoI I VAULTED CL'G - I ql j l X 0 �9 "' m k n 0 4„ B V , 4 CL'G P004 � 61 I I 28 0 5068 BF n = Id, 4Y,4 I 5EDROOM # n n ATH 5010 O.N. AANGE DOOR GL'G/G?. 0 ' I 5 -2" 4" E002— TI n 24" RND.TEMP r-1 RO.26" X 26" -I inn 355H EGRESS RO=54" X 16�q" B. 4'-2" 9'-10" 3'-4" Il'-4" 3'-8" 32'-m" LEFT F' 1_ "N GENERAL NOTES I. ALL WINDOWS AND 51 DOOR GLA65 SHALL BE PER ENERGY CALCS. 2. PROVIDE 120 SQ.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3, DRYER MUST VENT TO OUTSIDE, 4. SET HOTWATER HEATER AT FIN. FLR, LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. 1 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" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WARE 110v W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. II. ALL WATER CL051i LAVATORY, 5HOWERHEADS, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF SF.BG. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT Li THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 5QFT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR ARIA CALCULATION LIVING AREA A/C 1530 5Q. FT. GARAGE 230 5Q. FT. COVERED ENTRY 30 5Q. FT. COVERED PATIO 115 5Q. FT. TOTAL UNi:'ER ROOF WE, 5Q. FT. 1-001 CLOSET UP VINYL VENTILATED WIRE SHELF P002 DRYER VENT (5MOOTH TYPE) TO OUTSIDE P003 VENTIL.::YED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 5Q.14 15LK. VENT W/ SCREEN 6 FLR LEVEL PO06 42" KNEE WALL P001 PLANT SHELF ABOVE: P005 1'-6" WALL P009 MIRRORED P010 PANTRY 1 5 5HELVE5 P011 LINEN W/ 5 SHELT/E5 P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 I li X 8" LLD. RAILING 4 2" PICKET c 5" OC. POW GL5i (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE POW 60 SQ.IN. VENT i GARAGE DOOR • FLRLEVEL P011 CABINET ABOVE P018 8' CEILING 1-01'- TEMPER GLASS 8001 RECE55 MEDICINE CABINET 5002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 15005 RECESS 5HOWER W/ CER. TILE WALL B006 KNEE 5PACE Equipment 5ch 6 f 1 SEEKi Coed. Una Alit Unit Mod. Mwo modl Total C001irw N. NN w 4" 32 aU 90 7" 135 r 190 i r 260 10" 340 I" 560 14" 835 16" 1400 0 32' _ 0„ I'-4" 13'-8" I'-4" 2'-3" 9'-Im" I 2'_3" 1_4" I I 0.2 14"X63" i R0= l'q"X63" 'g355H , 11235514,. FL �o 2880_ it `4 I I t:l I I II DEN/BRM $$3 VAULTED CL'G Q ' I: No � le i �I ;D%J' y 8 c0�gt gt.1.u��e l I RICsH7 ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: Uj LLJ LL1 ♦w ` p♦ V F-- O O � C h U 01 .= v10J 10 C4 h r U 0 N z O x M M E2 a i O O r 0 L7FV� UWx W qz J O O U a 04 04 . SCALE: I I/4 " = P — CO>" SCALE: PERMIT/CONSTRUCTION IQRAuV1mG ^1111111111111111112 <5Y NOT56 P001 CL05ET 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 120 SQ.IN. BLK VENT W/ SCREEN a FLR. LEVEL P006 42" KNEE WALL P001 PLANT SHELF ABOVE P006 1'-6" WALL P009 MIRRORED P010 PANTRY W/ 5 5HELVE5 P011 LINEN W/ 5 5HELVE5 P012 22" X 36" ATTIC ACCESS W/ LIGHT 4 SWITCH P013 1 1/2" X 8" WD. RAILING 4 2" PICKET o 5" D.C. P014 GL5.BLK. N HR.FIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P016 120 5Q.IN. VENT m GARAGE DOOR 9 FLRLEVEL P011 CABINET ABOVE P015 W CEILING POM TEMPER GLASS 5001 RECESS MEDICINE CABINET 15002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB B004 CULTURE MARBLE 5HOWER PAN B005 RECE55 SHOWER W/ CER. TILE WALL 5006 KNEE SPACE 15001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 , ELECTRIC METER E0031, A/C COMPRE55OR E004 HOT WATER HEATER AT FIN. FLR. LEVEL E005 POOL ftt-IP/EGlUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN EOO5 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS ® 12" O.G. 5002 BRN'G WALL WD. 5TUD5 d 16" O.C. Y T�OOf�S SGNI=I�U1_� SIRE OPENING= T G2 REMARK A 2-2P6 HC ® 2ro�8 NC © 21m�8 HG 28�8 SC 28F�8 I"ITL W/ AUTOGLOSERS O3068 HC 3@68 r'ITL �O `;J IF.rc.8 BF SWING= BIFCOLp 0 2¢J68 - BF K� 2&&e BF O3®68 L5F 4,22ra 8 BF " J E'04C-8 BF OEGA 8 BF I6rD1m OVERNEAp C=ARAC=E POOR ® 8��-IP OVE RHEAp C=ARAG=E DOOR r�-�>68 BP' P'IIRR. n 2_2�68 I'-1TL FRENCH 1 LITE LJ..I1NDOl.US &SAD SCN�DUL� SI:rE OPENING= T ci REMARK O O 2451-4 2551-I EG-sRESS 3 26e3H ® 34a>N ECsRESS 35SH 36�1-4 - O 1/2335H — ® 1/2358H — — — ® 31a4 ) HR 4m4m NI@ EC=RESS 40)3m HF< c® 5!D(o8 SG=D ® ro QJBfI> SC=D O 8m8m £)G=p ® 9m8ld SG=p I� 1208m SC=D .01 16D8d SG PAN. AIR COND SCHEDU Unit #Cl Cond,.Mod.#- A/H Mod.# Htr. Mod.—D� Cooling U 3 6-00 Heati 13TU 3 '—OD SEE Dating 0, 0,5- Ton 3 /-/sPF '/—' L 72- 7- 7. 93 5 I ar=NrERAL NOTIrS 1. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. ._2. PROVIDE 120 5Q.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL. 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. 8. ALL BATHROOM FIXTURE OUTLETS TO BE 80" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE IIDV W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11, ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH TABLE 46-R2 OF 5F.B.C. 1992 EDITION 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE56 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SOFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44" OFF THE FLOOR, AREA CALCULATION LIVING AREA A/C 1663 SQ. FT, 15T FLOOR IPJOD 5Q. FT, 2 ND FLOOR 6B3 5Q. FT, GARAGE 406 5Q. FT, COVERED ENTRY 30 SQ. FT. COVERED PATIO 16 5Q. FT, I TOTAL AREA 2M5 SQ. FT. 2 ND FLLoFZ,:> F=L 1 15T FI_OOfi� P L "N ISSUE DATE: SEPTEMBER 29, 1998 REVISIONS DATE: February 12, 1999 JOB NO: V 0 . r , ■■ ,p, rrrr WY ..� >ice �� L t 1 V rw r.A LLI =00 ° ® O 3ice 3: :u MP Z 0 O V F- 0 m 04 r� 0 I PERMIT/CONSTRUCTION DRAWING 11 1 Y NOTES Fool CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYII TO OUTSIDE POOS VENTILATED VINYL WIRE SHELF Poo4 R-11 INSULATION BETWEEN GARAGE_ AND A/C pope 60 60.IN. BLK VENT W/ SCREEN a FLR LEVEL 1-006 42" !,�E WALL Pool PLANT SHELF ABOVE FOOD 1'-6" WALL POOS MIRRORED Polo PANTRY W/ 5 SHELVES Foil LINEN W/ 5 SHELVES P012 22" X 36" ATTIC ACCESS W/ LIGHT d SWITCH P013 1 1/21, x 8" WD. RAILING t 2" PICKET 10 5" O.G. P014 GLS:BL.K (I WRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE p016 9,0 5QJN. VENT ® GARAGE DOOR e FLRLEVEL poll CABINET ABOVE Po18 &' CEILING Poll TEMPER GLASS Boot RECESS MEDICINE CABINET B002 MARBLE SHELF B003 CULTURE MARBLE ROMAN TUB Boo4 CULTURE MARBLE SHOWER PAN Boo5 RECESS SHOUTER W/ CER. TILE WALL Boob KNEE SPACE BOol BANG OF DRAWER BELOW Kool DOUBLE $INK W/ DISPOSAL Kom RANGE W/ HOOD AND FAN Ko03 REFRIGERATOR K004 DOUBLE WALL OVER Koo5 COOT: TOP Koo6 DISHWASHER Eool ELECTRICAL PANEL E002 ELECTRIC METER E003 ' A/C t:OMPRESSOR E004 HOT WATER HEATER AT FIN, FLR. LEVIF1 E005 POOL PUMP/EGNllPTMENT Eoo6 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT Sool BRN'G WALL WD. STUDS 9 12" O.C. W02 BRN'G WALL WD. STUDS 0 16" O.C. I. ALL WINDOWS AND SLIDING DOOR GLAS5 SHALL BE PER ENERGY CALC5, 2, PROVIDE 120 50.IN. OF SCREENED BLOCK VENT AT BLOCK WALL IN GARAGE AT FLOOR LEVEL, 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOT-WATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FAN6 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 5REAKER6 IN AIR HANDLER. 8, ALL BATHROOM FIXTURE OUTLETS TO BE 00" AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65" AFF. CENTER RANGE SPACE, 10, SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL. BE INTERCONNECTED. IL ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINAL'S AND SINKS COMPLY WITH TABLE 46-R2 OF SFB.C. IS92 EDITION 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQPt IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE TI-IAN /j, OFF THE FLOOR. LIVING AREA A/C lad? ea. FT. I ST FLOOR 10c)3 Sty. FT. 2 ND FLOOR 154 SCa. FT, CzARAL'zE 254 SCa. FT'. GOvERED ENTRY ra I en. FT. GOvERED PATIO 9() S0, F'r. TOTAL AT^1'.EA ;?25:) _'Ir,,:t, rf. Equipment 5ch ule Unit # i _- 5EEK / SpE-7e Make L �W,e1J�c T 5 3 �'e cond. Unit Mod.# /T/ *�'`- 0 AIH Unit Mod,# d ZqM -L Heater Mod.# ,13x -,08c6 Total Cooling & '5 / �°, / 00 5mlble Cc Ong b Latent 411mq l % 2 N1::> FLLc� fzR F' L ,z�,N1 I ez u-r F---- L c E003 1 RO=l5'X 63" a, _256H EGRESS L A I'--Jt 9 a s 1 GENERAL 1A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2002, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES, 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED, 1.5. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'—Oo, SEE SITE PLAN. 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED TRUSS SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN —APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS. 1.10. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL NON —CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW, 2. DESIGN DATA 2.1. LIVE LOADS: ROOF 20 PSF 2.2. DEAD LOADS ROOF 35 PSF (SPANISH TILE) 15 PSF (ASPHALT SHINGLES) 2.3. WIND CODE: ASCE7-98 WIND VELOCITY 120 MPH EXPOSURE: B ENCLOSURE: ENCLOSED IMPORTANCE: 1.00 2.4. ALLOWABLE SOIL PRESSURE 2500 PSF (ASSUMED TO BE VERIFIED BY G.C.) 3. FOUNDATIONS 3,1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL, FILL WITH CLEAN SANDY SOIL 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST-, ASTM D-1557. SOIL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12". 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4, PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6—MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE UNIT MASONRY 4.1, CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", 4.2. PROVIDE MASONRY UNITS THAT DEVELOP THE INSTALLED COMPRESSIVE STRENGTH f'm = 1900 PSI AT 28 DAYS. (BASED ON NET AREA) 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. REINFORCE WALLS WITH TRUSS —TYPE REINFORCEMENT EQUAL TO STANDARD DUR—O—WAL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS. 4.5, WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED, 4.6. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILL CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.7. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT. 4.8. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM 0476, 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 3000 PSI SLABS ON GRADE 3000 PSI 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE 3/4" FOOTINGS 3" 5.4. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS, 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION, 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION, 5.8. WHERE BEAM REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN. 5.9, LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5,10. AT CHANGES IN DIRECTION OF TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL, 5,11. PROVIDE 1—#4x 5'-0" BAR AT RE—ENTRANT CORNERS AND OPENINGS IN CONCRETE SLABS, 5.12. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS 0 3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. 5.13, WHERE BEAM IS PARALLEL TO MAIN SLAB REINFORCING, PLACE #3 X 6'-0- 0 12 IN TOP OF SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 5.14. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. 5.15, FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE TO CHAPTER 1907 OF THE 1994 EDITION OF THE STANDARD BUILDING CODE. BU LD NG 95 LOTS 95� 96� 97) & 98 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. 7.11.. 4OD WOOD WORK SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATIONS. 7.2. ROOF SHEATHING SHALL BE 5/8" PLYWOOD PANELS, APA RATED 24/16, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 8d NAILS AT 6" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.3. WALL SHEATHING SHALL BE 1/2" PLYWOOD PANELS, STRUCTURAL I, EXTERIOR GRADE. LAY PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH LONG DIMENSION ACROSS SUPPORTS. FASTEN WITH 10d NAILS AT 4" O.C. AT END SUPPORTS AND EDGE SUPPORTS, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. STAGGER NAILING AT ADJOINING EDGE SUPPORTS TO AVOID POTENTIAL SPLITTING OF WOOD SUPPORT MEMBERS. 7.4. PLYWOOD SHALL BE EXTERIOR TYPE WITH EXTERIOR GLUE (CDX) DFPA TRADEMARK STAMPED AND CONFORMING TO PS-1-83. 7.5, PLYWOOD MAY BE NAILED WITH THE USE OF AIR POWERED GUNS EXCEPT WHERE NOTED OR SHOWN OTHERWISE. THE NAIL SHALL BE WELL DRIVEN BUT IN NO CASE SHALL. THE DRIVING OF THE NAILS BREAK OR SPLIT THE FACE PLY OF THE PLYWOOD MEET. 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: EPETMVE 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 J3EAMS: 2 X 4 THICK NO. 2 6 X OR LARGER NO 1 POST & MULLIONS: 4 X 4 & SMALLER NO. 2 4 X 6 & LARGER NO. 2 6 X 6 & LARGER NO. 1 MISCELLANEOUS LUMBER —BLOCKING. FURRING, ETC. NO. 3 7,10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN S ASSOCIATION, AND SIMILAR RULES OF SOUTHERN PINE. INSPECTION CODE. MAX. MOISTURE CONTENT OF 19X 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. 1.14, ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. 1.15. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD ETC. 1.16. 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 PS 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____2-1Od TO JOISTS OR RAFTERS BEARINGS —TOE NAILS EACH SIDE—_—_2-1Od BLOCKING BETWEEN STUDS EACH END -TOE NAILS _—__-2-1Od END NAILS_-------------------------------�—i6d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER __.___—____2-16d MULTIPLE STUDS (STAGGER FOR STUDS WIDER THAN 4") _16d 0 24" O.C. RIBBON TO STUDS 1" x RIBBON 2" x RIBBON DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD16d 0 16" O.C. SPLICE (4'-0" MIN.) EACH SIDE OF BUTT IN TOP PLATE---6-16d UPPER TO LOWER PLATE AT INTERSECTIONS ------- ----3—i6d JOIST TO BRG., TO NAIL --- _-------- —______--__—____2-16d BRIDGING TO JOIST, TOE NAIL EACH END --------- --_.—_2-16d STUD TO SOLE PLATE, TOE NAIL_ ---_------2-16d DOUBLE STUDS, FACE NAIL _�_-- ---_i6d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL16d 0 16" O.C. TOP PLATE LAP & INTERSECTIONS, FACE NAIL JOIST, LAP OVER PARTITIONS, FACE NAIL. -------- —--------- 3—i6d 1" BRACE TO EACH STUD AND PLATE, ,FACE NAIL—_^__—___2-8d 8. MISCELLANEOUS 81. EXPANSION ANCHORS SHALL BE HILTI "KWIK—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8,2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, BHT DESCRIPTION C-1 COVER A-1 FOUNDATION PLAN A-IJ MODEL 'E' FOUNDATION PLAN A-12 MODEL 'C' FOUNDATION PLAN A-13 MODEL 'D' FOUNDATION PLAN A -IA MODEL 'E' FOUNDATION PLAN A-2 FLOOR PLAN A-2.1 MODEL 'E' FLOOR PLAN A-22 MODEL 'C' FLOOR PLAN A-23 MODEL ,D' FLOOR PLAN A-2A MODEL 'E' FLOOR PLAN A-3 EXTERIOR ELEVATIONS A-3.1 EXTERIORELEVATIONS A-4 TRUSS PLAN A-4.1 MODEL "E' TRUSS PLAN A-42 MODEL 'C' TRUSS PLAN A-43 MODEL 'D' TRU56 PLAN A-4A MODEL 'E' TRUSS PLAN A—$ DETAILS AND SECTIONS A-6 DETAILS AND SECTIONS A-1 DETAILS AND SECTIONS E-1 ELECTRICAL PLAN E-1.1 MODEL 'E' ELECTRICAL PLAN E.12 MODEL 'C' ELECTRICAL PLAN E-13 MODEL 'D' ELECTRICAL PLAN E-1.4 MODEL 'A' ELECTRICAL PLAN ST, LL'CIE COL-NTY FIRE DISTRICT RENJENVED FOR COMPLIANCE � SUBJECT TO FIELD INSPECTIONS ' SEE ATTACHED REVISI N SHE T ' R2EMN ED BY. T DATE: THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, REVIEWED nnrr "s e, rU _ _ o 8 ( m Nn M a v z N 0 r O O X On, 0 M com R. WINN T RNCR Drawing Nai Valfa�Unleea Signed, Sealed & Doted By Registered Professional Lu Ful oa'"T ecn 7w Lei 6 e IUD g a a Lu let 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 E5UILOINCK S5 mm Lai W I LOT 36 1 LOT %I I LOT W CASTLEPINES COMMUNITY ISSUE DATE: 07/24/03 DRAWN BY: RNF CHECKED BY; OT SHEET TI T L E COVER S H E E T N 0. a' u e Bala U-BLOCK flRECAST CONE LINTEL BEAM Ty�E S STH IJ Bml, DOUBLE U-BLOCK PRECAST FILLED CONC, LINTEL BEAM TYPES (� 9'W DOUSLE U-BLOCK 4• PRECAST FILLED CONC. LINTEL BEAM TYPES COLUMN SCHEDULE (Dv X 16, CONC, ELK fit APs' CELL TIED WV 2 n5 BAR TIED TO TIED BEAM AND FOOTMG. O e' X TIED 0 12, COL, Ulr 4 -5 VERT. AND • 3 TIED C• O.O. OF01 3 1/2' X 3 1/2' X 1/4' STL COL. ® FE-11 W X 4' X 1/4• STL. COL O IT X V. X 12' CONC, COL W/ i• S VIEW. AND • 3 TE1$ f I2. O.C. d X K• COW. COL. Wr M 5 VEI@T, AND 5 TIED @° OD. OLj AND -.S TIES CONO, COL. UV i• 5 VERT. ® �S• FILLED CELL X 0' SAM TRIP DAR W 2 • T TIED TO TIED BEAM AND FOOTING. ® E ❑ W I q5' AR TI T FILLED CELL W/ I -5 BAR TIED TO MAX BEAM AND R-Ys FCOT• 4'-0. Or-, MAX. © 3° X be, CONC. ELK FILLED CELL W/ 2 -9 OAR TIED TO TIED BE.N'I AND FOOTING FOOTING SCHEDULE iW 2 S CCHTIOCENEP EDGE CONC, FTC. © FST•Ca I•LN T 5 EDGE CAHGRETE / n ' 3i• X x R' CONCRETE PAD UV 4.5 WA EACH WAY O1, e' x S' CONCAETE Fra UU I - S CONT. EDGE CGNC, FTC. b'H 26 CON O ^� . /--• 12' X 20' CON-. FM W/ 3.5 CONT. AND 1 -5 TRANSVERSE • 45' O.C. O Et @• X 24' CCNC. FTC. It? 2 -5 CONT. li' MIEU. BELOW GRADE O42' X aY CONC. FTC, UV 4 -5 EACH WAT WOOD 6" WEARM J- • W. 0D. Nz_/__� , am' (913EARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE NO aim TOP MID 00T W' w'a @NsTid UFL I LDED 40AD T51 8• x ib• 1.5 1 • PS U! c SEE TTP, WALL SECTION OY 1-5 O W-W B00a X e• 1W 1'.6' ftv 22810 W X 1.5 100 X TOP E®v 15i5• 32600 V *l cost G'ONC LCTHL 6OTT. i'•b ® B• X E.• 1-5 lob mM CbTT. l'-g• 15/PO• B50• 288T ® W 16• 1 •5 1-5 U+tlLOCK TOP 4'-i' IPa0/0• X LLNc. LM15L eaTr. 1560• 4615• ® 1.5 I.5 a-SI.DLo TOP 1500• B• X W LLNa LWTCL eOTT, i'-i' I585• 3260• B° X IW° 1.5 I'll- oaTp, WTT, I'1'-4' S00• 38P 91M �� f I i' X li' 1 •5 1 •5 11540CK TOP Comm Lem DO'rt. 10' -i• 500• 11221 2114• Dwd.S u-SLax ® a k %• I.5 1 • e I.9 cC�ie port. G'-i' S00• 19650 329,01 ® w X p0. 1.5 I.5 Ire ' ' M1 CONO.LWlB. MiT. 1'-b' 1500• 1550• 25E3• DouN.e u-aLxK B'XBi I•5 I•5 I•5 ccNc.L eorc I1'•4' I100• NR 1000• I. LINTELS TO BE CAST-ORETE Hldel-STREMSTH PRECAST 4 PRE -STRESSED U LINTELS I ! F"ap"'N- I (gl 12,! II II. I I II ®I ad000 T�JM SP•Ap31N6'®1 II- �aoNe• C r WCMitl P91. II II I II I TOP GF BFL . 9'-p' I TOP OF B"L °Tm'•o'- MGr.tlPa •a TeP as •b ra0. GP.dn WALL eleLqu I I TOP• Q OP'L 4T-.p ' Qm I J — TOP LT d'I • Y-.•--� I IODL C lsob[O WALL v I� —_ � ar�nc�iwo ar�T°Pu's� cow. M•'� I I II II n I II I I 2 ND PLOOR P11R,41" IINGa I I®DL C) PL,4N 6CA111. t/s ' . P - so. D s'-s• rra I -4• 15'-S' �• 2'J B-E' Y-S Is -a• t •- 2C_S_e. ,s'- ° s•-B• 17-0• 4' Is' -a• 1'-4 Isa. r-a I I I Ij 1 117- _ Y_Y. s'-Y a Y-Y -p• Y-Y _2. — �, 2• Z° T' /// y-LCi II '� b � i. 1 . T I 4 --- T.; a1 fYi' iB I IN QI � I i I I 100JC tY-p. 4d.56HGLL OE AMW a'THImG I F$110RCFD Y4111 BNI6'MAL OR v I Dart®am•�rwmmm Colors, __ I TPOOTepn T �� tqT NN✓DWRH I lO v e M4 VAPOR SARwen _ Pe♦ PI.00R w w•ATILN TO ,I roO 2"I PAP.MWMnr T Z W- , ' R*neueD PLLKTe BevATKNroxa•nNwM ADWE OP Q¢a NLP tlAD I r -L � I I b 1 �L_-1— >y. II �C�O9:OPDP1ITIlPCaACCGTmOLL•VRTMY58ENACWN. 0VE53RE2 T' r — " I I I I I :P� � '� I � PAHCDYR P a H I I ^ I •A. IV -IT I 4 I IMS«K II, I 1 P) \ Iz a,a BNALLm AMW 4'MIDC u2MF�RnI'60H Nt@ARAL CR MITDRtmun.•xn'X I 00 50'BeTdO 6cOC mm aK �OGTPACT�3D> � I roTt•1.90.i FMVAF TBST APD U21iA VAPOR 9ARM0R �igR'liTe0O1 P AaP19 A MIL vAPKR5B PWi@DROOREMATIGNTO tl• nNMMA80�•E TOPT'ee OF MAD. SdLro. OOE 4kOA PAF.MWMh i r-J I 4 IcR3DNLLYi i I b I �� I R.A5 SNn1.lm AM@L 4' WTFI PISMMBHV WSHpAL 1laFORQ.DWM.•Xa•X E \ rouele033•�YO,W BACK \ \ tlE{�i-�coFIPAGTSu� w�L4 �,� roT o** UPIiTLTOR DEHBiR iEBT gIA4 YMTH VAPOR IL tiP9F 0 w TOM I RPi p FROM I I 68UATKN TO Fb ASo Y OP I b°1�_.CRPUN Y4�MOI� 5'-0' 1 - t7 iY ; I L---- -- - :;a� 1^Q; Ml GgJ1'!M M P!E IJ OClTCSa1E N019D eoxnucroRS SF14LL velxwr ALL DOORS 4 WINDOW H Ya$ UV M4PW, 1 CNBQ MAD pEN 2� _ r \z1 \ ': 1� , , I I I I 1 I I f. 15n 'b T - (F`,l `� ( I 5-p Imo/ I I T-4' 3`2 I I I II n M I I fo-0 �� PWa ED 9LV t65vATC TO SE M'MN� 9 ApON?TcPa�aslm MAD '4� I III ALL DOORS 6 I yAN 4 GONTRACTOItl BHALvEq!Pt' oPre2aaae 4V now. I _ %�IDC'✓�1'f�IW I I '" t� �t"%-. 15-U•� 11'- I b >s y, 5 Y�Y III I I 11'-iQ• I1 I � Gb' b •4�III T�°POMHBQpCm! :aIFeP.a•WPeGDe_S.'riRoqwp. JDBD _bFOITRv 7110" a ai I•l 4awa 4 nIL VAPLR eARaTa TRllNIBD N_-eLEVATILNro N _ RS B' MWMM ACCNe TOP �crr�Tws aB /. I .. h II — — — — — —Ll — — I I i1= I \� _.I II —— I I I {(.,-'sf AL DOORS I I OFEVNOB LLMW I I S° '\.Al (�'I _ ry �,» ,i y, T I I I I I� \ i� P� 1 I I 8,i L I I m (/ * UVN �Ai a M I I I( v (, e; 4 (A 1f J I" I . 71 , ' L I�^ 2 3's• '-S' S'-C' r-C I'-B' U' V-Ir 2-4 1 5W I M-S• s-,r Y 2'-0' 9'-5' II' • IT-e tr-4 11'-U• 1'- 2e1-V 2s•_5• s•-B• -- sz'-o° J'IODEL P0UNi=),4T I ON . oft, F�L faN 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, www.GLEAssociates.com AA0002369 JUL 2 9-2 R. QUINN TURNER - Drawing Not Volid Unless Signed, Sealed & Dated By Registered Professional Lu co �� ? u 4-� LEI s� ,j LIN xg Ru ' .•n.'.I R —1 CL .j o �a CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468,4703 FAX: 772, 468. 4603 NO. REVISIONS DATE BUILDING 95 MODEL E MODEL C MODEL D �ODEL E LOT 95 1 LOT 95 I LOT 91 1 LOT 95 CASTLEFINES COMMUNITY J 0 B N O. - 00108 1 S S U E D A TE: 07/24/03 DRAWN BY: RNF CHECKED BY: QT S H E E T T I T L E PLAN S H E E T N O. Aml COLUMN SCHEDULE D 8' X I&' CONC. BLK. FILLED CELL W/ 2 » 5 BAR TIED TO TIED BEAM AND FOOTING. O . 8" X 12' CONC. COL, W/ 4 » $ VERT. AND » 3 TIED a 12' O.C. 3 1/2' X 3 I/2" X I/4' STL COL. ® 0� 4' X 4' X 1/4' STL. COL, 8' X 12'X CONC, COL. W/ 6» 5 VERT. 0 AND 3 TIES ra 12' C.Q.C. © . ® 6' X 16' CONC, COL. W/ 40 5 VERT, AND » 3 TIED 6 12' O.C. 8' X 12'X GONG, COL, W/ 60 5 VERT. 0 AND 3 TIES g 12' O.C. ® (—= I � I 8' 1 CONC. ELK FILLED CELL W/ 2 » BAR TIED TO TIED SEAM AND 2 l FOOTING. O ❑ ❑ 8' 5 AR TI ELK. FILLED CELL 1 0 5 W/ I BAR TIED TO TIED SEAM AND FOOTING w 4'-0' OC. MAX. 1 O o a 8" X 16° CONC. ELK_ FILLED CELL W/ 2 » 5 EAR TIED TO TIED SEAM AND FOOTING. FOOTING SCHEDULE X 1THICKENED EDGE CONC. FTC. W/ W! a » 5 CONT. © 8' THICKENED EDGE CONCRETE FTC.. WI 1 » 5 GONT, E C 36' X 36' X 12' CONCRETE PAD W/ 40 5 EACH WAY r� 5° X 8` CONCRETE FTG. W/ I » 5 CONT. / 16 X NEF� EDGE CONC. FTC. W/ 5 ONT, 12' X 20' CONG, F7G, W/ 3 » 5 CONT. AND I » 5 TRANSVERSE W 48' O.C. II X CONC. FTC, W/ 2 015 GONT. 16° MIN. EELOW GRADE 42° X 42° CONC. FTC, W/ 4 » 5 EACH WAY 2X WOOD STUD BEARING WALL 6I6° O.C. O 10 L 20" BEARING WALL FTG. @ GAR. DROP DETAIL i 9: CONNECT TO EXIST. SEWER LATERAL FLUr-15NG R15 fR UNIT "Ell O 'I t �r CV -4 15-0" 12'-4 g° r------------------- --- SLAB SHALL BE A MIN. 4' THICK WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6" X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30' BEYOND BACK 1 OF FTG. FOOTINGS TO BE PLACED OVER WELL COMPACTED CLEAN FILL I TO MIN. 95q PROCTOR DENSITY TEST AND WITH VAPOR BARRIER P0150N SOIL UNDER SLAB FOR i TERMITES BEFORE PLACING 4 MIL VAPOR BARRIER 1 FINISHED FLOOR ELEVATION TO BE 18' MINIMUM ABOVE TOP CROWN OF ROAD. SOIL BARING CAPACITY FOR T1415 STRUCTURE TO BE 2,500 FI MINIMUM. I I 1' 6" T--2" 18" I I `vI I_ 32'-0" 17' '-4- 1 2'-3" 9'- I i a 1 !' 2 mm II � rt ! i6— I I I I i l tU- 1 of ! I �qI I I �I I I T 1 I + 3 I rl 1 I \ I FqI i0 I- �,L I I 3'=2" U 5'-4" i0, 0lI / FINISHED FLOOR ELEVATION TO BE 18' MINIMUM / ABOVE TOP CROWN OF ROAD I _ I J i V 1 I _ IF _ _—I �L-,-r"----------I ! ALL COLUMNS TO E3E 1n EXCEPT WHERE NOTED j- — — — — — — — — — — — — F i I 1 7-4� W/ I 1 CONTRACTORS SHALL VERIFY ALL DOORS 4 WINDOWS OPENINGS W/ MANUF. I i I I I I I i I I i I I I I I ! I I I 1 I I i is I� L_______ 4'-6" 1 5'-4" 1 2'-6" 17'-4" 32'-0" �1 0 ED t= L E 1'-0" 11' E A--1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT . MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 uua m M a 4 N r9 ccotc! ��owo w�zW�+ Qox ..z oa< 0 cv www.GLEAssociates.com 2 At-2_ _94003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional w y CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468.4 703 FAX: 772.468.4603 JO. REVISIONS DATE BUILDING 95 LOT S& I LOT %I I LOT W CASTLEPINES COMMUNITY COLUMN SCHEDULE • 6' X 16' CONC. BLK. FILLED CELL UJ/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. • 8' X 12' CONC. COL. W1 4 * 5 vERT. AND * 3 TIED m 12' O.G. O� 3 I/2° X 3 1/2" X I/4" 6%. COL. ® 4' X 4' X 1/4' STL- COL, 0 8' x X C COL. w/ 6* 5 VERT. 0 AND 3 TIES 12'S m l2O.C. (�� >�J • 8' X 16' GONG. COL. LU/ 40 5 vERT. AND « 3 TIED m 12' OZ, 0 8" X X C COL. W/ 60 5 VERT, 0 AND 3 TIES 12'S m 12' O.C. ® 8' GONG. BLK FILLED CELL w2 1/ 2 « $AR TIED TO TIED BEAM AND FOOTING, J-\ Em 8" X«16' BLK. FILLED AM AR TIED TO TIED BEAM AND W/ 1 5 BAR FOOTING m 4'-0' O.G. MAX. 1 a o 6' X 16' CONIC, BLK. FILLED CELL W! 2 * 5 BAR TIED TO TIED BEAM AND FOOTINGS. FOOTING SCHEDULE 16' X 18• THICKENED EDGE CONC- FTG. w/ 2 45 CONT- ® 8' THICKENED EDGE CONCRETE FTG, W! I * 5 CONT. 36" X 36° X 12' CONCRETE PA[5 w/ 4* 5 EACH WAY © 8' X 8' CONCRETE FTCS, UJ/ I * 5 CONT. O LU/ X 2(A" THICKENED EDGE CONC, FTCS. w/ 3 * 5 CONT. 12' X 20° CONC. FTG. U1! 3 " 5 CONT, AND I * 5 TRANSVERSE m 48" O.C- 12' X GONG. FW! 2 * 5 COW. 16' MIN.IN, BELOW GRADE O� 42" X 42' GONG, FTG. W/ 4 * 5 EACH WAY 2X WOOD STUD BEARING WALL 0 T6' O.C. • — I, 20' 10 BEARING WALL FTG. @ GAR. DROP DETAIL BEAMS SCHEDULE ® p N® 81ZE TO1- MID BOT REMAws LEw%TH LOB LOB L8AI7 T51 a' x I6' 1-5 I ° 5 DOJBL�E SEE TYP. WALL SECTION " U-ML OCK 1500" 1550, 2881* 1 5 l5a". • a'-4' Ate. a° x W 1.5 1 -5 U NG. W TOP 1565" 3260" ® 8° X W i• 5 ® 1 5 COW- U-%oac LINTOP TEL OCTT . l'-6° 1500" 1550" 2881• ® a'xW I•5 I•OW_U_ISL 5 rove Cats. LMTE COW_ eDiT. 4'-6' I500• 1860" 48150 ® m TOP U-BLOCca+c. 1500" B' x W 1.15 1 g LNTEL I enrr. 6'-6° 1565" 3260• s• X 16, 105 1 •5 OU_ft OWa4MTTm L°OTT. Il'-4' WOO 38l" Ell* I.5 I.5 U•BLOCK TOP CONC, LUITEL ITT, 10'40' 500" 11226 2114" DOWLE U-OLOcx 1 • s I • 5 1-5 �4 LINTS, Wn.. 6'-6' 800" 1565• 3260° DOUBLE U-BLOOK O e' k 40' 1 •5 105 1 •5 OP a . i5LK. MID 1'-6' 1500" 1550• 2881" CON-. LINTEL- SOTT. DOU51.E U-HLOCK {0 a` x 36 I • 5 1 • 5 1.5 CONC. LINTEL OOTT. Il'-4' 1100" NR 1000' I.Sv•U'ac. 1. LNTELS TO BE CAST-CRETE HIGH-6TREILGTN PRECAST t PRE -STRESSED U LINTELS BRG. HU-BLOCK PRECAST CONC LINTEL BEAM T� ES ®THRU l�/ ITT Tom'! DOUBLE U-BLOCK PRECAST FILLED CONC. LINTEL BEAM TYPES DOUBLE U-BLOCK +61-�° PREECAST FILLED GONG. LINTEL BEAM TYPES 10 VT 3'IIvT 31, — 2 I 2 , 2' VT LV I I III CO I wG I LLr% I Luc 3 HI .TUE 5K, 1113• VT (I w" I Lv 3' 3'I VT 2 ° I WC TUB 4' Go 4' I ' I CONNECT TO EXIST. FL(Jt�Ip 5,�T IYr_:z � R�SEi1c11 SEWER LATERAL 2' Lv 26' UJOOD TP STAGING I I 05L 2XS LE IN CONC. FILL WEDGE 50Li W55860, MIN. II I I I I I I I I I I I I I II ------1 L--- I va�.-Tr:*wjr�ras�n�. riryrr� II TOP OF BM. + g'-4=•-- I ■ II � I I aY I I 8'-0" S-3'° Cal ER u 7' as 24" O.G. T`IA>< ass co. mr, ■ IORED TO MAS. WALL I JJITN 5/8' RED HEADS I I STAWER TOP AND 50T, I 3/4' INTO MASONARY ■ y I \ I 1 II I I T SSES 24" INrz E3Y TRU S CO. I—f .a 3`-4" V-4"i 2'-6" 2 ND FLOOR FRAMINGs PLAN II II �� II \ \ T�1 c,••♦ pii4ii•� n C A-1 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, I I I I —r I I I I I I I m� "I UJa J - lIJ p O c d Z J 9 O h L W p cr N z W It O X o o_ p N www. GLEAssocid es. corn AA0002369 JUL 2 5 2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional �e MEMO 3� I ` ° KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 95 LOT W fK'.i.bT `.WN LOT 9T I LOT ss GA5TLEPINE6 COMMUNITY COLUMN SCHEDULE D 8' X 16' CONC. E5LK. FILLED CELL W/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTINGS. O . ® ® 8' X 12' GONG. COL. W/ 4 * 5 VERT. AND * 3 TIED ® 12' O.C. 0 u 3 1/2' X 3 1/2' X 1/4' STL. COL. 4' X 4' X 1/4' STL. COL. 0 8' X ' 12 X C COL. W/ 6* 5 VERT. 0 AND 3 TIES a12" O.C. © e ® • 8" X 16' GONG. COL. W! 4* 5 VERT. AND * 3 TIED a 12'O.C. 8' X X CONC. COL. W/ 6* 5 VERT. 0 AND 3 TIE6 6 12' O.C. 6' X 12' CONC. BLK. FILLED CELL W/ 2 * -1 BAR TIED TO TIED BEAM AND FOOTING. /�� ❑ ❑ 8' X16' BLK. FILLED BEAM / 1 5 BAR AR TIED To TIED BEAri AND W* FOOTING a 4'-0' O.C. MAX. 1 0 8° X 16' GONG. BLK. FILLED CELL- W/ 2 * 5 BAR TIED TO TIED 5EA1'1 AND FOOTING. FOOTING SCHEDULE XIS' THICKENED EDGE CONC, FTG. W1 8" S' THICKENED EDGE CONG TE FTG.. W/ I * 5 CONT. 36' X 36' X 12" CONCRETE PAD tU/ 4* 5 EACH WAY O8' X 8' CONCRETE FTG. W/ I * 5 C(-)NT. O W1 X 5 THICKENED EDGE CONE- FTG. W/ 3 45 CONT. ( J 12' X 20' CONC. FTG, W/ 3 * 5 CONT. AND 1 * 5 TRANSVERSE 0 48' O.C. Ft FTG. W/ 2 * 5 CON7- 12` X BELOW 16° MIN.IN. BELOW GRADE 0 � 42° X 42" CONC. FTG. W/ 4 * 5 EACH WAY 2X WOOD STUD BEARING WALL 0 16' m.C. L a o o � 20' 10 SEARING WALL FTG. @ GAR. DROP DETAIL m m I BEAMS SCHEDULE NO $IZE TOP MIA WT SEMAM5 LEtKsTH E�� {,pqp LOIAO 60AD T51 e' x W 1 "9 I * g C"PIBI.E SEE TT . WALL SECTION Du-•I.aac 8' x 8' 1 •9 u-•LOIX 1'-b° 1500' 1550' 288'V gorT. v-4' 4f£. /y��5 OL / `./, 8°x16' 1"5 Iog 'J-BLOL%TOP LMIE4. oott. b'-b' 800• 1665* 3260• S' x w- 1 * 5 1.6 u-ti9LocTc TOP GLUG. LINIEL 001T. 1.4 " 1500" 1550" 2881' ® Sx'b'*9 169 CGTNG. LfMEL ®arr. 4'-b° Is00" 1860• 48E+" ® •- X W 1* 5 1* 5 U-tl1.CLr TOP oaue. LMT@L Eott. S'-b° 1500" 1565" 3260* e• % IS' 1-0 lob u•BLCCC Tar Of]MC. LMIEL Wtt. I1'-4° 900° 381• ell* j S'xW is 1-9 L�q pp . I0'-b 500' 11220 T194® acmLE lc ® a' X be. 1-5 1 •5 1-5 Cmila / L1NteL1 T. b'-b' 8000* 1565" 3260• c'anLE u-eLaac 8'Y. 40' I.9 I.5 1+9 'I'-b` 1500' I550" 288P lQ LLlcveir@L IWTT. oo�LE u-mclX 5`x36 lob 1'S f'S Cp..IC.LUMtPI.W0 11'-4' 1100• NR IAxr ft L LMTELS TO BE CAST-CRETE HIGH-STWWO FRECAST ! FW-STRESSED U L91TEL8 BRCS. U-BLOCK PRECAST GONG LINTEL BEAM T ES ®THRU BRa. DOUBLE U-BLOCK PRECAST FILLED GONG. LINTEL BEAM TYPES +9'4' DOUBLE U-BLOCK 4, PRECAST FILLED CONC. LINTEL BEAM TYPES 10 CONNECT TO EXIST. SEWER LATERAL FLUM51NG SISES -UNIT "P" c �—I II II II II I TOP OF SM. + 13'-4' C3IRDER TOP OF BM. + 20'-B' Q II II II II —---------------�.7 0 S'-Pi n LINTEL BOTT. II BRN'G WALL ■ BELOW II II � II I FW LF I I / .EDGER ANC440RED TO MAS. WALL LED CELLS WITH 5/8' RED HEADS �( I I TS AT 12' OC, STAWaER TOP AND SOT. I ■ d. EMSD • 2-3/4' INTO MASONARY I II BRN'G WALL I L J I —I BELOW — I — I — — — — 11 II I I II II I I �I F —1 I 2'-5" 2'-10" GSIRDE II II II II I I I \\\ I I ■ 1 II I lrIRDER II I I A I I— GIRDER I I I I II I --JI ■ I � II — — = Cs 't' L0001'J TRUSSES m 24" O.G. ",4X 51=ACINE3TRUSS CO- I F_ _ I II II I I IHI I I �) 11 i I I \ � � I I I I A II I II II iJ II I 1 II II II II II � II N in 116'-0" } 4 'D o6 z p D w w N Z W z oar O www. GL.EAssociates.corn AA0002369 C _ JUL 9 2003 R. QUINN TURNER Growing Not 'Valid Unless Signed, Sealed & Doted By Registered Professional ) .�I .;.1 , follow •II LLJ f Iwk� I i T r ASHMA rerrerr ` II.— mumossm F +0 Z . - A;�. �cn 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 95 MODEL E MODEL C MODEL E LOT W LOT W 1 rn qn LOT W CASTLEPINES COMMUNITY COLUMN SCHEDULE 1 8' X 16' CONC. BLK FILLED CELL W! 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. C ® 5' X 12' CONC. COL. W/ 4 * 5 VERT, AND « 3 TIED ® 12' O.C. 3 1/2' X 3 1/2` X I/4' STL. COL. 4' X 4' X 1/41 STL. COL, 8' X 121 X 12° GONG, COL. W/ 6* 5 vERT, 0 AND 3 TIES 0 12" O.C. © ® . • 5' X 16' CONC. COL. W/ 4* 5 VERT. AND * 3 TIED * 12' O.C. O ° ° 8' X X GONG, COL. W! 6* 5 VERT. 0 AND 9 TIES w 12"O.C. ® S' CONC. BLK. FILLED CELL W2 / 2 "1"I BAR TIED 70 TIED BEAM AND FOOTING. j� ( 90 /) ❑ ❑ 8" X«I6' GONG. BLK FILLED CELL W! 1 5 BAR TIED TO TIED BEAM AND FOOTINC.x 0 4'-0' O.C. MAX. 100 o e S" X 16' GONG, BLK FILLED CELL W/ 2 * 5 BAR TIED TO TIED BEAM AND FOOTING. FOOTING SCHEDULE LW1 X IS' THICKENED EDGE CONC. FTCs. W/ 2 * 5 CONT, �-� / Q \�U�J F 8' THICKENED EDGE CONCRETE 7Cs. WI I * 5 CON7. � © 36" X 364 X 12' CONCRETE PAD W/ 4* 5 EACH WAY 8' X 8' CONCRETE FTC-. W/ 1 * 5 CONT. /—� 11:7� 16' X 20' THICKENED EDGE GONG. FTC-. 12' 5 GONG, FTC-. W/ 3 * 5 CONT, AND I * 5 TRANSVERSE ®48° O.C. Q1 `lJ--' X 24" GONG. FTC, W/ 2 * 5 CONT. 16' MIN. BELOW GRADE 42" X 42' GONG. FTC. W/ 4 * 5 EACH WAY 2X WOOD STUD BEARINCa WALL m 16" O.C. t1 O 10 BEARING WALL FTG. @ GAR. DROP DETAIL �n CONNECT TO EX15T. SEEUJEIR L,4TEfR,4L UNIT(I II 3'-3" -� 23 17170" 9'-10" 2'-3' i l'-4 l'-4 r- F .. -- - - - - - - - _ __ ..� ■ L _I_ _1 cv I d � { *12. 12'-4" {" 2'- ■■ SLAB SHALL BE A MIN. 4' THICK I WITH FIBER MESH INTEGRAL OR REINFORCED WITH 6' X 6' X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE { DOUBLED 30' BEYOND BACK OF FTC-. { FOOTINGS TO BE PLACED OVER � WELL COMPACTED CLEAN FILL TO MIN. S5 e PROCTOR DENSITY TEST AND WITH VAPOR { BARRIER. { POISON SOIL UNDER SLAB FOR TERMITES BEFORE PLACING 4 I MIL VAPOR BARRIER, I FINISHED FLOOR ELEVATION TO BE 15' MINIMUM ABOVE TOP CROWN OF ROAD. SOIL BEARING - CAPACITY FOR THIS STRUCTURE TO BE 2,500 P.SF, MINIMUM. I 17'-0" 1 10" I 1 I I - FINISHED FLOOR ELEVATION TO BE IS" MINIMM I ABOVE TOP CROWN OF ROAD \ I I 10'-0" 9" I I I--------- — — — — I I I 1 I I I 1 I CONTRACTORS SHALL VERIFY j { ( ALL DOORS 4 WINDOWS I OPENINGS W/ MAINUF. I I I I F i ALL COLUMNS TO BE do EXCEPT WHERE NOTED I �- 1 I I I I I I I f I I I i i I 1i.4 I - L -J ■ I 1 2 ; 8 L__-- -___ _� _________1 11'-0" 32'-0" 5'-4" 1 4'-6" 1 S-4" --T -- a I n 7 ro 1 J I ■ aMa 1 'o N 1 THESE PLA'iS 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. uj W V) z U w�< n z0 � x o�< 0 N www, GI_EAssociates.com AA0002369 j L JUL-2-9-2003 R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772, 468, 4603 NO. REVISIONS DATE LOT W I LOT % I LOT 91 CASTLEPINES COMMUNITY GENERAL NOTES 1. ALL WINDOWS AND SLIDING DOOR CLASS SHALL BE PER ENERGY CALLS. 2 OMITTED 3. DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5, ALL MECHANICAL PANS MUST BE VENTED TO OUTSIDE. G. 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 W' AFF OR AS PER BUILDER SPECIFICATIONS. S. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN I AFF, CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE III W/ BATTERY BACK UP, MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEAD5, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE ISS4 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 5QFT. 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. 01 Flo =1000 KEY NOTES 1=001 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 6O SQ.IN, BLK- VENT W/ SCREEN a FLR. LEVEL P006 42' KNEE WALL P001 PLANT SHELF ABOVE POOS 1'-6' WALL POVS MIRRORED P010 PANTRY W/ 5 SHELVES Poll LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 I I/2' X 8' WD. RAILING 4 2' PICKET 0 5' O.C. POI4 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) POTS HEADER ABOVE 1-011 CABINET ABOVE 1=018 8' CEILING II TEMPER GLASS 15001 RECESS MEDICINE CABINET 5Oo2 MARBLE SHELF 5005 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOUTER PAN 5005 RECESS SHOWER W/ CER TILE WALL B0o6 KNEE SPACE 5001 BANG OF DRAWER BELOW Ko01 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN Kom REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KVI DISHWASHER EOOI ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E00ro WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT Goof BRN'G WALL WD. STUDS 6 12' O.C. 6002 BRN'G WALL WD. STUDS 6 16' O.C. BC,AL..0 , 0 I PL.14N v® ° . V - ®• �v III I ©® Ills MASTER I - • I , .. rr;.. �- i I LIVING ROOM �m MIS JYri !"��.mr.-s�'��I �I�ppI�� y 1��■ram HIM- r. I _ ■ � I❑ � ♦�� - � ��ie- � . WXMEI1II I. �� ^U��I� I\f�Li��"i1h �� Jl�"�`-ill I� �r-R!' _ v�l •� (hl��l��l. ��.�� *��._ I"il , ��L�IJIL�I - �:I ,.'� ... ': �� - �L�I1� �'11.' �� ••Y - Y� __9J -------.1 1/91, - . V - 0' AREA CALCULATION =E" LIVING AREA A/C 15'I SO, FT. GARAGE 230 SO. FT. COVERED ENTRY 30 SD. FT. CoviliI D PATIO ITS 5a FT. TOTAL UNDER ROOF 1905 SO. FT. E A-2 AREA CALCULATION "C" LIVING AREA A/C 1683 $0, FT- IST FLOOR 1000 SO. FT. 2ND FLOOR 683 90. FT. GARAGE 406 $O FT, COVERED ENTRY 3O SO. FT. COVERED PATIO T6 $a FT. TOTAL UNDER ROOF 2195 SO. FT. C A-2 AREA CALCULATION "D" LIvlW. AREA A/C 1$41 S0. FT. IST FLOOR 1093 SQ FT. 2ND FLOOR 154 $O. FT. GARAGE 254 ,%J. FT. COV'2RED ENTRY 61 SO. FT. DOyERED PATIO 90 SQ FT. TOTAL UNDER ROOF 2252 SO- FT. AREA CALCULATION "E" LIVING AREA A/C 1530 SO. FT. GARAGE 230 SQ. FT. COVERED, ENTRY 30 SR PT- WISRED PATIO 115 SO. FT. TOTAL {HOER ROOF 1906 SQ. FT, 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. om�o o N .d 0 c0 W W N Z W d � O ? x S 4 O a_ 1,- 0 N www. GLEAssociates. com A10002369 2 JUL 2 9 2003 R. COW -TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional ,, h� uj z .R. III ■I A LI R mj Lei LLI < Y �- CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARI< TRACE PORT Sl, LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DAT'. 5UILDING 95 LOT 95 1 LOT 96 I LOT 91 1 LOT 98 CASTLEF'INES COMMUNITY I S S U E. D A T E. 07/24/03 DRAWN BY; RNF CFIECKED BY: QT S H E E T T I T L E FLOOR PLAN S H E E T N 0. GENERAL NOTES L ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALLS. 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, Po. ALL 15ATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER. S, ALL BATHROOM FIXTURE OUTLETS TO BE 50' AFF OR AS PER BUILDER SPECIFICATIONS. 9. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' AFF, CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, 5WOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDA PLUMBING CODE 19S4 ED 12, EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 51 SOFT. IN AREA, THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR. 13, OMITTED - 14, LUMBER AND GRADE SHALL BE S.PF. n No -1000 KEY NOTES P00t CLOSET BY VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE 10003 VENTILATED VINYL WIRE SHELF P004 R-II INSULATION BETWEEN GARAGE AND A/C P005 b0 SO.IN. BLK. VENT W/ SCREEN a FLR LEVEL P00mo 42' KNEE WALL P001 PLANT SHELF ABOVE P008 1'-6' WALL 1-009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH Pot3 11/2' X 5' WO. RAILING 4 2' PICKET 0 5' OG, P014 GLS.BLK, (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 a'CEILING P019 TEMPER. GLASS 8001 RECESS MEDICINE CABINET M002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 5006 KNEE SPACE 8001 ISANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP KOO& DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT 5001 f5RN'G WALL WD. STUDS ® 12' O.G. 6002 WWN'G WALL WD. STUDS @ 16' O.C, AREA CALCULATION "E" LIVING AREA A/C 1530 SQ. FT. CsARAGE 230 SQ. FT. COVERED ENTRY 30 SQ, FT, COVERED PATIO 115 SQ. FT. TOTAL UNDER ROOF 1905 50, FT. 0 I N N i M m ry N ar 15'-0" -4" I —4" 1 2'-3" 'mi m G COVERED PATIO VAULTED CL'G � 1 �n 2'-0" 12'-4" MASTER BRM 12080 SGp _ VAULTED CL°G G; LINEN 5 SH I 12X24SSW. 8" 14'-8" 4" 4 -1 3'-6" 4" 2' —_ — —_Ile P001 LIVING ROOM 2-20M fowl I -,go �S I I 7 ' VAULTED CL'G ( > I I I AID 1'-6" 8" 1 1 3' a 0 �\ \ ,-7„ —7" 5 —10" n 66 A° STER BA PO 4" OPT, POT SHELVE ABOVE a I 0. F--Ij v O \—Z d -0f n ILI KITCHEN 0 �v N 4„ 4" VAULTED CL'G O^ DINING ROOM — _ CUJH VAULTED CL'G � W/D REF `v P00 WH 7z, 4 T 30 E004 II DEN/BRM #3 VAULTED CL'G o ` P012 <7 II I 1 ell 1 2'--0 4" _ I N 7'-6" 4" 2' 5'-2" GARAGE _ _ P0P✓I 9'4 CL'G I 50b8 28 -f'004 ftA IICIA n �I I BEDROOM #2 Oo POus 9'4 CL'G L_19a.4 2 9010 OA4 GA DOOR ' C.T. F. 4" 5'— " 8" 358H EGRESS 24' 114,01 EMP 4'-6" 5'-4" 2°-6" l'-8" 8" 9'-0" 1'-8" THESE PLANS AND ALL PROPOSED WORK 17'-4" 11'_0" i'- " ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 32'-0" MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, PLC?tD� f AN r a ujO N 0 06 K W p aG a z J O X z o�< 0 N www, GLEAssoci ates. com AA0002369 2 JUL 2 9 2l3 R. QUINN-iUl`NER Drawing Not Vold Unless Signed, Sealed & Doted By Reg'lstered Professional Li' ' +N a} Im _0... y: LLJ'. u LLJ poll' .: Zj ;) C:>,., a.' 4�i KOLTER SIGNATURE HOlvES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL 34986 OFFICE: 772.468, 4703 FAX: 772.468.4603 NO. REVISIONS DAT BUILDINCs era MODEL C MODEL D MODEL £C LOT 96 LOT 91 LOT W l CASTLEPINES COMMUNITY I GENERAL NOTES I. ALL WINDOWS AND SLIDING DOOR GLASS 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 SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 'L 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" A.F.F. CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARD PLUMBING CODE 1994 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 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 5.PF. 02 Flo =1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF 1=002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C F005 60 SQ.IN, BLK. VENT W/ SCREEN A FLR LEVEL P006 42' KNEE WALL F001 PLANT SHELF ABOVE P008 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES 1=012 22' X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH P013 11/2' X V WD. RAILING 4 2' PICKET 0 5' O.G. P014 GLS.BLK. (I HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P01S S' CEILING P010 TEMPER GLASS 5001 RECESS MEDICINE CABINET 8002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB M004 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 111112R. .- K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E006 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS s 12' O.C. 6002 BRN'G WALL WD. STUDS Q 16' O.C. w AREA CALCULATION "C" LIVING AREA A/C Iro53 SQ. FT, 15T FLOOR IO,ap SQ. FT. 2ND FLOOR G 83 SQ. FT, GARAGE 40ro SQ. FT. COVERED ENTRY 30 SQ. FT, COVERED PATIO -1ro SQ, FT, TOTAL UNDER ROOF 2195 SQ. FT. LN DECK i' 0" 3'-2" 1'-5" 6'-2" 2'-6" 6'-2" -5" 3' " I 265H k0805CaD W/PAN 608®SGD W/PAN 26%4 12°-0" 4" 13'-0" LIVING ROOM MASTER BRM VAULTED CLG VAULTED CL°G o �' JUL •UW5 TENANT WALL SEPARATION �ex � erxr rawm ee�.asailau YNu GlO 6N0.0l N•9.{ydy9 D•g Yi96 LL Y60D 9 6yt Ml$.NO PdP�IRATKM TIW YW.L rTlwoe oa. nwawo a ew Q MM WLL 9CAs I N M I I O I cv zaem I I DINING ROO j VAULTED CL'G _ 8'6 L'G 114°' 8'6 CL'Cx 2'-0" 4" 3' 6" 5'-10" 4" 'jl- Pmlz I I m I IAIT, ''L •a- a�v L PmmF.,, s ( 90yF�FIT ® S I 1 d:b SE 5'- a 4 2' 8" '-10' = B 116' AFF I WALf oO M nSTER BATH ° 10' CL'G/C.7. 90 CL'G I 1 I I r n ELEV. +-11112 S-5" -11" 4'-?' 1'-11" 8" 5'-8" Pole 7 KO Ro-ss" X o 0 KITCHEN I i VAULTED CL'G I 9'-0" O REAKFAST AULTED CL'G \ / T '� 3SeH asaH `e I -2 -6." 4'-6" 5'-0" 4'-6" 3'-2" 6'-0" 20'-0" � I L"' 3- 1 � D E L C, 0=�-" 0 1 2 ND FLOOR 1/ •.V 2'-3" 4' cv —v 13'-0" 358HF 00 00 COVERED W4 CL 2-245H EGRESS PATIO G 2 3" o E¢rm3 E002 k0�sD M I I I BEDROOM ##2 I S'4 CL'G I �n 12'-0" 4" 13°-0" 2, II 3) 6„ 4" 4'-10" 3'-0" 4 BEDROOM ##3 9'4 CL'G I 3'-6" 3'-4 6'-2" - I � 0 �n k68@I °� \ P001-4 ❑ I V \ \ P002 I P00f T.B. BATH 2 I ( 4p S'4 cL'c,� T. I I ✓ Pma4 E004 E f� P004 > •LEV.�rT 13'-1" l'-6" 4'-5" 8" 0 5'-8" i I AT-- T. 1'-5 a I 1 GARAGE S'4 CL°G/ E001 W/ W1 Af L. K I 1 ' SIDELITE GLASS o 2' 0° 0 1 a cv P01® — I w ® a 16010 014. GARAGE DOOR Q m CV 2'-C I I� 5 8" 26'-0" THE; ARE L RECI MAY COM ALat. fib 1.4a.I: C A-2 IE PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS 11RED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO SLY WITH ALL APPLICABLE CODES, www, GLEAssoc iates. com AA0002369 Drawing Not Wid Unless signed, Sealed & Dated B; Registered Professional .,, .r .. Lu O..: CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468, 4703 FAX: 772468.4603 NO. REVISIONS DATE BUILDING S5 LOT SS K'LOT %ON LOT el I LOT W CASTLEPINES COMMUNITY JO37B - 00108 I S S U E D A T E: 07/24/03 D R A WN B Y: RNF C H E C K E D B Y: QT SHEET TITLE FLOOR PLAN S H E E T N 0. I U NLKAL NUIES I I. ALL WINDOWS AND SLIDING DOOR GLASS SHALL BE PER ENERGY CALCS. 2, OMITTED 3, DRYER MUST VENT TO OUTSIDE. 4. SET HOTWATER HEATER AT FIN. FLR. LEVEL 5. ALL MECHANICAL FANS MUST BE VENTED TO OUTSIDE. 6. ALL BATH ROOM FLOOR AND BASE SHALL BE IMPERVIOUS MATERIAL WHERE REQUIRED BY LOCAL BUILDING CODE. 1. HVAC CONTRACTOR TO PROVIDE ELECTRICAL BREAKERS IN AIR HANDLER 8. ALL BATHROOM FIXTURE OUTLETS TO BE 501 AFF OR AS PER BUILDER SPECIFICATIONS. 5. PROVIDE RECEPTACAL FOR MICRO/HOOD FAN 65' APP. CENTER RANGE SPACE, 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARI PLUMBING CODE 1SS4 ED 12. EGRESS WINDOWS SHALL HAVE A CLEAR OPENING OF NOT LE55 THAN 20 INCHES IN WIDTH, 24 INCHES IN HEIGHT, AND 5.1 SQPT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44, OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.PP. "2 Flo =1004 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-I1 INSULATION BETWEEN GARAGE AND A/C P005 60 50.IN. BLK VENT W/ SCREEN 0 FLR LEVEL P006 42' KNEE WALL P007 PLANT SHELF ABOVE P006 1'-6' WALL FOOS MIRRORED P010 PANTRY W/ 5 SHELVES P011 LINEN W/ 5 SHELVES P012 22° X 36' ATTIC ACCESS W/ LIGHT 4 SWITCH 1=013 1 1/2' X V WD. RAILING 4 2' PICKET m 5' O.C. P014 GLS.BLK (1 HR.FIRE RATED WHERE REQUIRED) POI5 HEADER ABOVE P011 CABINET ABOVE POIS 8' CEILING P01S TEMPER GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 5003 CULTURE MARBLE ROMAN TUB 8004 CULTURE MARBLE SHOWER PAN 5005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 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 KO06 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN E008 AIR HANDLER UNIT S001 BRN'G WALL WD. STUDS m 12' O.C. 6002 BRN'G WALL WD. STUDS 0 I6' O.G. AREA CALCULATION "D" LIVING AREA A/C 15T FLOOR 2ND FLOOR GARAGE COVERED ENTRY COVERED PATIO TOTAL UNDER ROOF 26'-0°' 2'-3" 8'-4" 5'-9" 6'-2" 2'-11" -2 1'- in I "a I 3H FIXED GLASS 00 2-24SH EGRESS 13'-0" 12'-0" o i � UL -UW5 TENANT WALL SEPARATION W ® X 6 K W G9! IIXAiT BEFARATlON xtALl. A91M C-90, �Rhx N-a, 0.AB8 ®-x Wie UL Ubm x W¢ RATw. W t�1stRATM.f.� THI6 x1N.L wI�v+ce oft KNOWAS eA eroe cw Rm"uuLL r� i CO"M AM &W"004.@GiPoC4L DOa�® x Ll I M I N 13'-0" 1'-6° 10'-6" N 001Li 00 LOFT 42' WALL 8'0 CL'G d 4" 11'-0" P01 'o s0 z 4„ 3'-8»' 0„ 3'-4° 0 - e 5yI D = I I � Pm1 e o BATH 2 II V4 CL'G/C 2868 71 DN * '-ilii2 4'-8" 6 -8 3' 4" 5'-4" 4" 3' X 3 I 9068� 42 ° KBE 1S1ALL_ _ o t �r CHASE v c I �n BEDROOM #¢2 LOFT/BRM ##3 S'4 CL'G V4 CL'G a iI 13'-0" 4" 12'-0" ifl 4'-7" 4 6" 8'-2 5002 4 6" 3 7" 345H EGRESS 346H EGRESS �r I 9'-5" 12'-8" 3'-11 " _ 26'-0" 4V —V 13'-0" 13'-0" 1 '-4" 3'-6" 3'-3" 2'. E E tT M ' 2-258H EGRESS N i "a COVERED PATIO 4 V4 CL'G 2' 3" 8 -4" 2' -2" 8" 12'-0" 80mD MASTER BRM 9'4' FLAT CL'G I SRN'G WALL - m LIVING LIVING ROOM 2-STORY CL'G 2'-4" 3 6" 2' " t2O� i 16' PC (—i OTT, T SHELF ® V-4' 4 - _o TOP If'-4' I N BR4 ra WALL — <n I 1 14'-8" 4" 4'-2" r m 5' 10" ti I o o MASTER BATH _ 1 CL*r T. j, Di WING ROOM �8'4 I 2 BTORY CL'G A 0 16' T SHELF 42' v TOP W_4'4'- ' 2'-11" LINE FL 2" 4" -8" 4^ 5' AEovEVE i r POWD R n 4 hTd `r 9'4 CL'G Up I R 1 EACH N I O I o m 4'-6"rA, I I -$ _ IITCHEN K0�i2 O � � I ASO K003 `t 6' 10" 4'-6" OGLOSE Pow P004 I a » 2,_o„ 4» 4» F I P004 I s MET 4 BREAKFAST S'4 C L'G GARAGE 51 e� i'-10" 5'-5" 2'- ' P013 r\-E001 er �- - 0 t 8, P016 13'-0» wiv O.H. DOOR N W 00 8" -6' THESE PLANS AND ALL PROPOSE WORK. ARE SUBJECT TO ANY CORRECTIO qS REQUIRED BY FIELD INSPECTORS T MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CO ES, ' 10'-0" 2' 10" 3' 4" 9'-0" 2'-0" 26'-0" 1'- GENERAL NOTES L 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' AFF, CENTER RANGE SPACE. 10. SMOKE DETECTORS SHALL BE HARD WIRE 110V W/ BATTERY BACK UP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. 11. ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS AND SINKS COMPLY WITH THE STANDARC PLUMBING CODE 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 SQFT, IN AREA. THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' OFF THE FLOOR 13. OMITTED 14. LUMBER AND GRADE SHALL BE S.F.F. 02 NO =1000 KEY NOTES P001 CLOSET W/ VINYL VENTILATED WIRE SHELF P002 DRYER VENT (SMOOTH TYPE) TO OUTSIDE P003 VENTILATED VINYL WIRE SHELF P004 R-11 INSULATION BETWEEN GARAGE AND A/C P005 60 SQ.IN. BLK. VENT W/ SCREEN ® FLR LEVEL P006 42' KNEE WALL 1=00'1 PLANT SHELF ABOVE P005 1'-6' WALL P009 MIRRORED P010 PANTRY W/ 5 SHELVES 1=011 LINEN W1 5 SHELVES 1*012 22' X 36' ATTIC ACCESS W/ LIGHT d SWITCH P013 1 1/2, X 8' WD. RAILING 4 2' PICKET Im 5' O.C. P014 GLS.BLK (1 HRFIRE RATED WHERE REQUIRED) P015 HEADER ABOVE P011 CABINET ABOVE P018 8' CEILING POTS TEMPER. GLASS 5001 RECESS MEDICINE CABINET 5002 MARBLE SHELF 6003 CULTURE MALE ROMAN TUB 5004 CULTURE MARBLE SHOWER PAN B005 RECESS SHOWER W/ CER TILE WALL 8006 KNEE SPACE 5001 BANG OF DRAWER BELOW K001 DOUBLE SINK W/ DISPOSAL K002 RANGE W/ HOOD AND FAN K003 REFRIGERATOR K004 DOUBLE WALL OVEN K005 COOK TOP K006 DISHWASHER E001 ELECTRICAL PANEL E002 ELECTRIC METER E003 A/C COMPRESSOR E004 HOT WATER HEATER AT FIN. FLR LEVEL E005 POOL PUMP/EQUIPTMENT E006 WHIRLPOOL PUMP E001 CENTRAL VACUMN 5005 AIR HANDLER UNIT 5001 BRN'G WALL WD. STUDS m 12' O.G. 5002 BRN'G WALL WP. STUDS w 16' O.C. AREA CALCULATION LIVING AREA A/C 530 SQ. FT, GARAGE 230 SQ, FT. COVERED ENTRY 30 SQ. FT, COVERED PATIO 115 50. FT. TOTAL UNDER ROOF 1 J05 50. FT. 32'-0" 17'-0" 15'-0" 1'-4" 1'-4" 1'-4" 3'-3" 2 -3 9'-10" I 2'-3' 1 13'4 <r 2, d a 111r.-� D A-2 16,-0" MASTER BRM VAULTED CL'G GARAGE 9'4 CL'G 9'-0" O I v 5'- 4° F>�3 COVERED PATIO VAULTED CL'G i M1 12'-4" 12OW SW LIVING ROOM VAULTED CL'G DINING ROOM VAULTED CL'G DEN/BRM #3 VAULTED OL'G 10'-0" BE[?ROOM #2 r W4 CL'G 5'-4" may' F LCaR f=LAN OC.AL�. 0 8" 0 i THESE PLANS AND ALL PROPOSED WORK -4" 3'-8" ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, E A-2 0 ujO p m CJ 06 d M r� �. Z N J D 0 W p c> 73 w 0 w � Q a J O X z a < a 0 N www.GLEAssocicites.com AA00023 99 M..--UINN 16RNER Drawing Not Valid Unless Signed, Sealed & bated By Registered Professional CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.4 68.4703 FAX: 772, 468A603 BUILDING 95 MODEL E MODEL C MODEL D LOT 99 LOT 96 LOT 91 CASTLEPINI=S COMMUNITY MODEL F- MODEL D MODEL C MODEL E I G-z +- 7 e I � E I=` MODEL E FRI E E L E \v,",4 T I (::::)N 2x V FOS CWAR atweean Am "Doftimp antloco m Tir. E L E %/,4 7 1 C:)N a F-- 0 � w a 7 weaex - - - - - - - - - - - - --- — — — — ------ -------- jj — — — — --- — — — — — — — rS MODEL 0 MODEL S ELE\//,471�N I/a'. V - gw lEi ELE\Z,471C)N 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. ELEVATION PLAN � �1-1) SCALE: 1/8"=V-0" w (n z —1 0 < h2 AA0002369 �7 R. QUINN TURNER Drawing Not Valid Unless Signed. Sealed & Dated By Registered Professional Lu 01 Lu LO 0 z 4) lr�z uj 3: M z en co mm� asessssts tjo —j > kn LLJ 0 L) m 0 vf; a x Lu uj CL 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 95 MODEL E I MODEL C I MODEL 0 1 MODEL E LOT 0 1 LOTS& I LOT 21 1 LOT W CASTLE1=1NE5 COMMUNITY J 0 B N 0. 037317-00-00 108 1 S S U E D A T E: 07/24/03 DRAWN BY: RNF CH E C K E D B Y: QT 77� SHEET TITLE EXTERIOR ELEVATION SHEET N 0. An mj 0 TOP OF WALL @ 9'-4' A,F,F, TOP OF WALL @ 10'-0' A.F.F. TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A,F.F, FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE • I. 'HI15H@6' WPJO W/ADSB EA SIDE OF TRjS9 Frz 6 ENLB64E PPLg E�W 11) 3/4' MIS B -BOLt6 (14) tedM.S.MG8 E E FASTEN SIDE PLATE 01n) 3/4' MB THM-BOLTS NOTE • ]. '6EM00' SaaP, NO1E, TO MPBIXIR�T ,!; NOR SEEM00 TEAPPP116 (0) i0elMAX ". • 13W EA STRAP ALL HANGERS LUS26 U.O.N. 2N > FLOOR PRA.MINCir oan.L.o. f I'ILJJJLI— L— , .�.'� — I Iu.vI -` I� TOP @ 11'-4' FOR JOIST 2X8 LEDGER 8' BLOCK BEARING WALL FLOOR TRUSS BTN, @ 9'-4' FLOOR TRUSS AND LEDGER TYPICAL FLOOR DETAIL SCALE, 3/4'=I'0' WALL LEGEND 0 TOP OF WALL @ 9'-4' A,F,F, ... ■ ■ M TOP OF WALL @ 10'-0' A,F,F. IRK L_ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO' OF 10d NAILS REMARKS A 450 TAPR216 4 S 550 TAPR216 4 C Boo TAPR216 5 D 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 S 6 NAILS EA. G 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 I 2840 TAPR216 10 2 MAPS W/ 10 NAILS EA. J 350 TAPR216 4 K 1500 TAPR216 10 L 870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 O 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: Exposure "Caate or importance Factor ( I) 9.00 eaeic W(nd Speed (Y 3 -125 mp Mean Roof Helcht h ®98 yp End/Comer Zone Width Enclosed a )4dt Roof Angle (0) = 23 deg Intemal Prooeff. GC i ®0.18 Design Output: Componen Roofpressures 1 Pressures Effectlw Wind Aron. 5aFT. n er or (Zone 7 + e n one (Zone 2 + omer (Zone 3 + n er or (Zone 4 + e n one (Zone 5 + 20 - 2 - 5o 100200 m i a #5 BAR T&B F z #3 0 12" O.C. THRU-OUT a z PRECAST LINTEL N a CONC. FILL SOLID TO BOND BM COMPOSITE BEAM HIP ROOFS www.GLEAssociates.com AA0002369 `..-1 R. WtON TURNER_ Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional ," u- 4n LU �a0� w d CTP C'n LLI -.ter«it C.0 e gy p 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 95 LOT H5 I LOT Ed, 1 LOT eT I LOT 9B GASTLEPINES COMMUNITY J 0 B N 0. 118 ISSUE DATE: 07/24/03 DRAWN BY: RNF C H E C K E D B Y: OT S H E E T T I T L E TRUSS PLAN S H E E T N O. VP - e 1' - ®- UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS (A 450 TAPR216 4 O550 TAPR216 4 800 TAPR216 5 O1100 TAPR216 9 1339 TAPR216 10 O 2400 TAPR216 10 2 STRAPS W 6 NAILS EA, O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 0 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. 350 TAPR216 4 nK `L 1500 TAPR216 10 870 TAPR216 6 M i 400 TAPR216 4 O 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. O1440 TAPR216 10 �0 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =0 Importance Factor (I =1.00 Basic Wind Speed ( V ) =125 mp Mean Roof Height h' =18 ft Building Type tnclosed End/Corner Zone Width ( a )4=ft Roof Angle (6) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures PSF Wail Pressures ZPSF7 Effective Wind Area SQ.FT. Interior Zoe (Zone 1) + — End Zone (Zone 2 + — Corner Zo (Zone 3 + — elnterior Zoe (Zone 4 + — End Zone (Zone 5 + — 10 29 —46 29 —97 29 —97 51 1 —55 51 —68 20 27 —45 27 —89 27 —89 48 1 —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 —08- Lij = = � i1111�11► Uj — — • C -.nuu0 COMPOSITEj EA WALLS hS6. N ti BAR T&B @ 12" O.C. THRU—OUT CAST LINTEL IC. FILL SOLID TO BOND BM Q ZONE 11 ROOF INTERIOR ZONE (E) ZONE 21 ROOF END ZONE ® ZONE 31 ROOF CORNER ZONE ® ZONE 41 WALL INTERIOR ZONE ® ZONE 51 WALL END ZONE a ROOF ANGLE a END/CORNER ZONE WIDTH GABLEZHIP ROOFS 10' < a S 0' TOP OF WALL @ 9'-4" A,F,F, TOP OF WALL @ 10'-0" A,F.FI TOP OF WALL @ 13'-6 3/4" A,F.F, TOP OF WALL @ 20'-8" A.F.F. FLAT CEILING @ 10'-0" A,F,F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE " I. "HUCsHEB" WWUC W/AD55 EA. SIDE OF TRUSS FASTEN BASE PLATE W/(2) 3/4" MB THRU-BOLTS 1/2" BOLT TO MAS, E.S. (14) IOd E.S. FASTEN SIDE PLATE W/(2) 3/4" M8 THRU-BOLTS NOTE " 2. "SEMCO" 6GF2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) SEMCO 7APR21ro (10) 10d E.S. MAX U.L. = 1395 EA, STRAP ALL HANGERS LUS26 U.O.N. 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, V L l _J__/ L L L f=L AN n UUa o o w 0 dN�co �W a� w < W Q O X z oa< 0 N www.GLEAssociates.com AA0002369 JUt 2 9 nO3 R. UJININ ,TURNER - Drawing Not Valid Unlese Signed, Sealed & Dated By Registered Professional Cn t . aIle R co -' .. LL Ltj w LK EMMA- x yP,. Uj- V CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 N0. REVISIONS DATE BUILC)ING 95 CA5TLEPINE5 COMMUNITY ISSUE DATE: 07/24/03 DRAWN BY: RNF CHECKED SY: QT SHEET TITLE TRUSS PLAN 1 • illllll►• •f• B �� eke=_ .—PRECAST LINTEL �1�CONC. FILL SOLID TO BOND o uml► COMPOSITE . /HIP ROOFS �Wi hkr WALLS 5SBA B h p ZONE II ROOF INTERIOR ZONE ZONE 21 ROOF END W a ZONE 31 ROOF CAR ZONE a ZONE 41 WALL INTERIOR ZONE ® ZONE 5. WALL END ZONE a ROOF ANGLE a END/CORNER ZONE WIDTH TOP OF WALL @ 9'-4' A,F.F, TOP OF WALL @ 10'-0- AF,F, TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A.F,F, FLAT CEILING @ 10'-0' A.F.F. 2,5/12 CATHEDRAL CEILING NOTE: NOTE ' I. 'HUGHES' UAUgU�C pWL/AD5B EA BIDE OF TRUSS V35;EN iefO MAS� ES.�(Z) 3/4` MB THRU-EOLTB (14) 10d E.B. FASTEN BIDE PLATE W/(2) 3/4' ME THRU-BOLTS NOTE "2. 'SEMCO' __K NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCO TAPR216 (10) 106 E.S. MAX U.L. - 13S5 EA STRAP ALL HANGERS LUS26 U.O.N. UPLIFT/CONNECTOR NAILING SCHEDULE UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS kTYPICAL 450 TAPR216 4 550 TAPR216 4 800 TAPR216 5 n `E 1100 TAPR216 9 1339 TAPR216 10 F (NAILS 2400 TAPR216 10 2 STRAPS W 6 EA. 't,, � 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 (D2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. O350 TAPR216 4 K 1500 TAPR216 10 I 870 TAPR216 6 400 TAPR216 4 j0; 3220 TAPR216 14 2 STRAPS W/ 74 NAILS EA. 1440 TAPR216 10 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN WIND PRESSURES Design Input: -Exposure a egory = Importance Factor (I =1.00 Basic W nd Speed (V =125 mp Mean Roof Height h =18 ft Building Type =-Enclosed End/Corner Zone Wdth ( a )44t Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area SOFT. Interior Zone (Zone 1) + End Zone (Zone 2 + Corner Zonelinterior (Zone 3 +' — Zoe (Zone 4 + — End Zone (Zone 5 + — 10 29 —46 29 — 7 29 1 —97 51 1 — 5 51 —68 20 27 27 —89 2t—"9 48 —53 48 —63 50 23 — 3 23 —77 23 45 —50 45 —57100 21 —42 21 —68 243 —-53200 1-4221 —68 2 41 —45 41 —48 500 21 —42 2 —68 1 38 1 —42 38 —42 1000 — — 26' V u _U L L 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. p Uj} J O � ZQ O (L I ad N eD do non (D W CD C w C O W N Z W Z O O < O N www.GLEAssociates.corn 642 -JUL 2 S 2003 R, uUMIN T+'RNEP. Drawing Not Valid Unfass Signed, Sealed & Dated By Registered Professional LLI is i y11r la ! f LLJ 111 ED ar -: 0 z i' LR� — -� C.. 9 COO 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 MODEL E LOT W BUILDING 95 E C MODEL D MODEL E OT So LOT S1 LOT TO I CASTLEFINI=S COMMUNITY 1 ISSUE DATE: 07/24/03 DR AWN BY: RNE C H E C K E D B Y: QT SHEET TITLE TRUSS PLAN S H E E T N 0. I; FOR JOIST TOP @ 11'-4' 2X8 LEDGER FLOOR TRUSS BTM, @ 9'-4' FLOOR TRUSS 8' BLOCK AND LEDGER BEARING WALL TYPICAL FLOOR DETAIL SCALD 3/4'=1'O' TOP OF WALL @ 9'-4' A,F,F, . xx x x x TOP OF WALL @ 10'-0' A,F,F, ' : • PRECAST LINTEL N CL CONIC. FILL SOLID TO BOND BM • '• SHIP ROOFS WALLS S • h ZONE L ROOF INTERIOR ZONE ZONE 9 ROOF END MINE ZONE 1.31 ROO- CORNER ZONE ZONE 4, WALL INTERIOR ZONE ZONE `s WALL END ZONE B REIF ANGLE e END/CORNER ZONE WIDTH TOP OF WALL @ 9'-4' A.F,F, TOP OF WALL @ 10'-0' A,F,F, TOP OF WALL @ 13'-6 3/4' A.F.F. TOP OF WALL @ 20'-8' A,F,F, FLAT CEILING @ 10'-0' A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE • I. 'HUGHES' WWJC W/ADSB EA SIDE OF TRU56 FZSTNBAW/(2) 34' MB THRU-BOLTS MASE.S. (14) IOd E.S. FASTEN SIDE PLATE W/(2) 3/4' MIS THRU-BOLT5 NOTE •2. 'SEMCO' 5GP2 NOTE: TYPICAL STRAP ANCHOR TO MASONRY (UNO) 5EMCO TAPR216 (10) Iod E5. MAX Ul. = lB5r EA STRAP ALL HANGERS LUS26 U.O.N. UPLIFT/CONNECTOR NAILING SCHEDULE SPAN GROUP TYPICAL UPLIFT SEMCO MODEL NO. OF 10d NAILS REMARKS OA 450 TAPR216 4 B 550 TAPR216 4 nC 800 TAPR216 5 D 1100 TAPR216 9 E 1339 TAPR216 10 F 2400 TAPR216 10 2 STRAPS W 6 NAILS EA. G 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 520 TAPR216 4 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. J 350 TAPR216 4 K 1O 1500 TAPR216 10 L 870 TAPR216 6 M 400 TAPR216 4 N 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND CLADDING DESIGN Design Input: WIND PRESSURES xposure Category =D Importance Factor ( 1 =1.00 Basic Wind Speed (V =125 mp Mean Roof Hei ht h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg internal Pres. Coeff. GCDi = 0.18 Design Output: Component Roof Pressures (PSF) Wall Pressures PSF Effective Wind Area 5Q.FT. Interior Zone (Zone 1) + End Zone (Zone 2 + — Corner Zo (Zone 3 + — elnterior Zoe (Zone 4 + — End Zone (Zone 5 + — 1 29 — 9 —9 29 5 —55 51 — 8 20 7 — 5 2 — 27 —89 8 —5 8 —63 50 2 —77 23 —7 4 — 0 45 —57 100 21 — 21 — 8 21 —68 3 —4 4 —53 200 21 —42 21 — $ 21 — 8 41 —45 4 —48 500 21 — 2 21 —6 21 — 8 38 —42 —42 1000 21 1 — 26' LiJr L iJ D ALL PROPOSED WORK ANY CORRECTIONS LDINSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, C Uja J C N Q N � d N LO a m w 0 0 � 0 � � o a W (n 7 W v z (y O X �oaa 0 N T www.GLEAssocicites.com JUL 2 9 200 Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional Cn 0 4, h i .. ye w' - n" - '. r_; 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 5UIL.DING'35 LOT W I LOT 96 V ri- -/ A LOT W CA5TL3=PINE:5 COMMUNITY ISSUE DATE: 07/24/03 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 S H E E T N 0. TOP OF WALL @ 9'-4" A,F,F, TOP OF WALL @ 10'-0" A,F,F, TOP OF WALL @ 13'-6 3/4" A,F.F TOP OF WALL @ 20'-8" A,F,F. FLAT CEILING @ 10'-0" A,F,F, 2,5/12 CATHEDRAL CEILING NOTE: NOTE Y I. "HUGHE5" WWUG W/AD55 EA. SIDE OF TRU55 FASTEN BASE PLATE W/(2) 3/4" I'15 THRU-BOLTS 1/2" BOLT TO F1A6. E.S. (14) Imd E.S. FASTEN SIDE PLATE W/(2) 3/4" MB THRU-BOLTS NOTE Y 2. "5EMCO' 5GP2 NOTE: TYPICAL STRAP ANGHOR TO MASONRY (UNO) SEMCO TAPR216 (10) 10d E.S. MAX U.L. = 1355 EA, STRAP ALL HANGERS LUS26 U.O.N. COMPOSITE BEAM WALLS h 56" WALL 5 BAR T&B 3 @ 12" O.C. THRU-OUT RECAST LINTEL ONC. FILL SOLID TO BOND BM 1D ZONE 1: ROOF INTERIOR ZONE ® ZONE 2: ROOF END ZONE Q ZONE 3: ROOF CORNER ZONE ® ZONE 4: WALL INTERIOR ZONE Q5 ZONE 51 WALL END ZONE ROOF ANGLE a END/CORNER ZONE WIDTH GABLE HIP ROOFS 10' < 9 5 0' UPLIFT/CONNECTOR NAILING SCHEDULE SPAN TYPICAL SEMCO NO. OF GROUP UPLIFT MODEL 10d NAILS REMARKS AO 450 TAPR216 4 (�B /O 550 TAPR216 4 800 TAPR216 5 1100 TAPR216 9 1339 TAPR216 10 O 2400 TAPR216 10 2 STRAPS W/ 6 NAILS EA. O 550 RTPGA816 4 2 STRAPS W/ 6 NAILS EA. H 620 TAPR216 4 O 2840 TAPR216 10 2 STRAPS W/ 10 NAILS EA. J\ J 350 TAPR216 4 O1500 TAPR216 10 O870 TAPR216 6 M 400 TAPR216 4 3220 TAPR216 14 2 STRAPS W/ 14 NAILS EA. 0 1440 TAPR216 10 0 430 TAPR216 4 COMPONENTS AND Design Input: CLADDING DESIGN WIND PRESSURES Exposure Category =0 Importance Factor ( ! —1.00 Basic Wind Speed ( V 3 =125 mph Mean Roof Height h =18 ft Building Type Enclosed End/Corner Zone Width ( a )4=ft Roof Angle (0) = 23 deg Internal Pres. Coeff. GCpi = 0.18 Design Output: Component Roof Pressures (PSO Wall Pressures PSF Effective Wind Area SO.FT. Interior Zoe (Zone 1) + -- End Zone (Zone 2 + — Corner Zo ((Zone 3 + — elnterior Zoe (Zone 4 + — End Zone ((Zone 5 + — 10 29 —46 29 —97 29 —97 51 1 —55 51 —68 20 27 —45 27 —89 27 —89 48 1 —53 48 —63 50 —23 —43 23 —77 23 —77 45 —50 45 —57 100 21 —42 21 —68 21 —6$ 43 —47 43 —53 200 21 —42 21 —68 21 —68 41 1 —45 41 —48 500 21 —42 21 —68 21 —68 38 1 —42 38 —A9 1000 —001 21-38 1 — — I v —O —4 n Q O TAPIR 216 (I0) Imd m EA Qo 4" sr I C 1 1 / A 1 all / U A8 7 ° ¢/2) X I x L 0 I x x Of /Co FG3 "HUCsHES° USE (2 MEMBER) PROVIDE (2) 3/4" EXP BOLTS INTO I'< U LL FILLED MA6920 N TAPR 216 a 24" O.G. (10) IOd EA. STRAP J L J L J L L Jot J J L J C4 C3 / / / LEG 7 F IOWN 2—R 0 9' Y 4" BE RING L N CJ co I 0 / / - V8 c� (U � V 20 vl BiLd 11 L J L J J L L J D2 2—PLY r C Dl its J3Il �� M [I D _ in p an CJ THESE PLANS AND ALL PR ARE SUP,JECT i0 ANY COR E REQUIRED BY FIELD INSPE MAY BE NPCESS �► .C. 4P OPOSED WORK RECTIONS CTORS THAT AIRY IN ORDER TO A ` 4 COMPLY WITH ALL APPLICABLE CODES, 0 UjC7 N � Z N J 9 �w o� WU)ou� N < O X z < 0 N www.GLEAssocicites.com AA0002369 JUL 2 9 2003 R•-4UIgi4-zLIRNDh' _ Drawing Not Valid I.Inless Signed, Sealed & Dated By Registered Professional ") LO 0. t' ., LLJ ,. v fLLJ w Lo 0 Uj • °;. -, mom" t ,�^ Y, CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST, LUCIE, FL N986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO. REVISIONS DATE BUILDING 95 LOT as I LOT U I LOT %I CASTLEPINES COMMUNITY n I S S U E D A TE: 07/24/03 D R A WN B Y: RNF C H E C K E D B Y: OT SHEET TITLE TRUSS PLAN S H E ET N 0. 0 FRzCA$T CONC, COL. BY SUB-CONT. 2 • 5 STRUGT, STEEL BAR$ vERT. TIED TO FOOTING PAD FILLED HALF COL. UNERE 15HO (NON STRUCTURE) ALL PRE -CAST COL. BY SUB -CONTRACTOR MUST SUBMIT SPEC. TO ARCHITECT AND BUILDER FOR APPROVAL. FINISHED CLG 1/2, GWB 2x STUDS ® 24' O.C. A.H.U. 5/8' PLYWO NAILED TO 2x 4 CROSS MEMBERS 2x 4 CROSS MEMBER a 3 LOC. TOP 4 BOT. 2x 4 STUDS Q 24' O.C. 4- 16d NAILS PER CONNEC. FINISHED FLOOR NOTE: RETURA/ PLAN IR N FOR LOC OF DUCTS I" x 3' PRESS. TREATED EXTERIOR WINDOW BUCKS APPLIED TO EXT. MAS. W/ OS93 X 1 1/2' SM 6' O.C. ALL WINDOWS INSTALLATION SHALL FOLLOW MANUF. SPECIFICATIONS. 8" x 16' CONC, BEAM BLOCK 5' x 16' CONC. BEAM BLOCK 8' x 12' CONC. COL. W/ (4) 05 4 #3 TIES s 12' O.C. -- — (1) "5 BAR VERT. HEIGHT CHAN(:�;E DETAIL FACE OF STUD OR SUU55TP-ATE GYP BD WD BASE- SEE FINISH SCH — (BASE MATERIAL MAY VARY) FLOORING- SEE FINISH SCH — ACOU5 SEALANT WALL DETAIL STUCCO SEALANT STUCCO WOOD DR TRIM (PT) ANCHOR TO MASONRY WITH (3)" R.H. WEC 1/4' STE SIDE ANL+=UI IUI-I TSU5,5 TO 11ASQN �r FI S (FILL BLOCK COL'S SOLID WITH CONC.) FILLED CELL W/ (U +"5 q EA SIDE JAMB (TYP) LAG SCREW PER MFG DATA 2' X 6' PT WD JAMB PLATE ANCHORED TO MAS WITH 3/8' RD REDHEAD WEDGE ANCHORS 3 3/4' LONG, WS 3536, MIN EMIED 1 1/2' PULLOUT 4100 PSI SHEAR 5000 PSI FIRST ANCHOR 12" ABO F.F. MAX SPACING BTWN ANCHORS 36' ANCHOR DOOR JAMB TO BUCK WITH (2) 010, 1' FROM EACH END, 24' O.C. FILLED CELL W/ (1) S EA SIDE JAMB (TYP) I' X 4' PT WD BLOCKING WOOD TRIM 2' X 6' PT WD BUCK ANCHORED TO MAS WITH TAPCON' 1/4' X 3' MAX SPACING NOT TO EXCEED 24' MIN 3 ANCH PER JAMB FOR 1' DOORS AND 4 ANCH PER JAMB FOR 8' DOORS FARM RU BOLT WITH 1/2' . BOLTS GIRDER TRUSSES WITH MFGa 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, 2 SETS OF 2' X 4' X-BRACING FROM GABLE END TRUSS 4'-0' O.C. ANGLE BETWEEN 30-45 DEGREES ENTIRE LENGTH OF SCISSOR TRUSS 2' X 4' OVER DROP GABLE FOR OVERHANG OVER 8' X 8 FA5CIA r �i X 6' VERT, 0 24' O.C. GABLE END TRUSS MTL. STRAP ® 24' O.C. 1/2' EXT. GRADE PLYWOOD 2' X 6' P.T. 1/2' REDHEAD a 48' O.C. FLAT GA5LE END 5LOC< WALL DETAIL TYPICAL 2 X 8(6) VERT STUDS AT 16' CC PROVIDE DBL TOP PLATE AND CONT PT BOTTOM PLATE ANCHOR AS SHOWN 8 X 8 X 16 BOND BEAM CONC FILLED WITH (1) * 5 CONT REFER TO SHEET A-1 FOR ROOOF NOTES ELEV. 20'-5" GIRDER TRUSS EACH SIDE OF BOX OUT 2 X FRAMING BTWM PROVIDE 5/8' EXT GR PLYWOOD WITH PAPER BACK WIRE LATH OVER AND 5/5' STUCCO FACING ELEV. 16'-4" STRAP EACH TRUSS TO DBL TOP PL OR ALIGNED VERT STUD ANCH WITH (8) 10d GALV COM STRAP EACH VERT STUD (8) IOd GALV COM EA STRAP TOP AND BOT EACH VERT STUD NOT ALIGNED WITH TRUSS ABO ATTACH 2X8 PT CONT SILL PLATE TO MAS WITH 1/2' DIA RED HEAD WEDGE ANCHORS AT 16' OC (MIN EMBEDMENT INTO CONC 2/1/2') OR ANCHOR WITH HILTI SDI'I-12-536 PIN (METRO DADE PROD APP NO 50-1208.1(50) PROVIDE (2) PIN5 BTWN EACH STUD O K J � LCJ O O R �Y M INAm a w p 'a� mi oi- otrl� <so a w cn ;yw4t j O x z o�� 0 0 M www.GLc,Associates.com AA0002369 :7. ,UM TUPNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional CLIENT: KOLTER SIGNATURE HONAES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 ISSUE DATE: 07/24/03 DRAWN BY: RNF CHECKED BY: QT DATE GYPSUM WALLBOARD -- MIN. R-11 INSULATION (IF APPLICABLE) - HURRICANE STRAP ATT EACH SPUD MTL - FASTEN TO FACE OF STUD W/(3) 16d NAILS < TO DBL SILL PLATE W/(2) 166 NAILS 4 TO CONT. CANT BLOCK WK3) 16d NAILS 4 TO TRUSS W/(6) 8d NAILS. STRAP SHALL WRAP TOP CHORD OF TRUSS AND FASTEN WITH NAILS BOTH SIDES (6 TOTAL) CONTINUOUS CANT BLOCK TRUSS BOTTOM CHORD- -" BOND BM SEE FRAMING PLAN FOR SIZE 2 x 6 P.T. HEADER 4 JAMB SHOT TO MAS, W/3'x .140' DI HILTI SHOTS o 12' O.C. TYP ARCH WINDOW OR OPEN'G �2x4ONFLAT � o 24' O.C. TYP 5/8' CDX PLYWD. NALL'D W/ 8d NAILS m 6' O.C. 2x 4 HORIZ. a 6' O.liuH TO FORM RADIUS O Sx COL OR FILL'D CWL EA. SIDE OF OPEN'G E PLAN AfRCH F� �'IIN 1 T TYPICAL MASONARY BOND BEAM CONCRETE LINTEL 'CASTCRETE' SEE LINTEL SCHEDULE FOR REINFORCING AND - AND FILLING, IF REQ'D. CONCRETE BLOCK WALL MIN GONG MIN BOTTOM OF ---� NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) LINTEL DETAIL CEILING INSULATION (IF APPLICABLE) TRUSS BOTTOM CHORD (2) 2 X 6 CONTINUOUS TOP PLATE 5✓8' EXP I PLYWO SHEATV-I'G W/86 ® 6' oz. EDGE 4 FIELD 4' O.G. m CRNRS PROVIDE SEMCO TPP AT EACH VERT STUD HURRICANE STRAP AT EACH TRUSS FASTEN TO TRUSS W/(S) III NAILS 5/8' STUCCO OVER PAPER BACKED MTL TOP AND BOT. FASTEN WITH (S)10d NAILS 2 X 6 WD STUDS A 16' C/C LATH FASTENED BY GAL NAILS W/HEADS NOT LESS THAN 3/6' IN PIA. W/MIN 2 NAILS PER SQ. FT. P93 Px4-bti0NTINUOUS <NEEWALL rDETAIL CONC. TIE BEAM PROVIDE '5EMCO' TAP32 (EMBEDMENT S' MIN.) TOP2PLATENAILS TO ww/ (8) Sd NAILS O' TPP6 (4 EACH SIDE) 2x6 WD. FRAME WALL (STUDS * 16' O.CJ 2x6 PLATE MOIST RE BAR300 RIER 1/2' ANCHOR BOLTS 0 24' O.C. MAX. (EMBEDMENT 3' MIN.) w/ 'SEMCO' ABPW3 3x3x 1/4' WASHER Sx8 CONC. FILLED CELL W/ (1) S R.B. VERT. CONT. TYPICAL CONC. BLOCK WALL GH RIB METAL LATH EEN VENTS 8' OC PL..ATE NON SEARING INTERIOR WALLS 3 5/5' OR Co' GALV METAL STUDS 0 24' OC 1/2' GYP WALL BOARD EACH SIDE R-II/R-19 BATT INSUL WHERE INDICATED ON PLANS A2- SEMCO TPP(X) 'U' STRAP WITH (3) 8d COM EA. SIDE (TYF FASTEN TO STUD ' IF EXISTS, OTHERWISE, WRAP AROUND TOP PLATE SCHED, A80VE SEMCO RTP 18624 WITH (6) 16d COM E.E. WOOD HEADER (DIMENSIONS VARY) $EMCO RTP IW24 WITH el) 16d COM E.E. ® EA. STUD rri r TOP PLATE ANCHOR AT EACH STUD — STRAP UPPER FRAMING AROUND DOUBLE TOP PLATE X CONT. TOP PLATE X F.S. 2 X WOOD STUDS 0 16' O.G. 5/8' TYPE 'X' GYP. WALL BOARD BOTH SIDE 2X P.T. BASE PL, W/ 1/2'X -I' LONG ANCHOR KWIK-BOLTO * 48' O.G. OR 70P PLATE ANC AT EACH STUD /* 311 X 300 S$T/REDHEAD MUD ALL POWER FASTENERS '%524 SDC 12' O.C. PRE -FRB WD.TRUSS FRM. TRUSS MANUF'D.SPACE 024' O.0 2 X TRUSS BRACING ATTACHD TO TOP OF BOT, CHORD W/ (2) Ibd NAILS PER TRUSS. PROVIDE SEMCO TAPM16 GAL HURR STRAP BENT OVER TOP CHORD OF TRUSS AND NAILED W/ (8) NAILS AND FASTENED TO T.B. W/ 3 KWICK- CON II 1/4'x 2 3/4' PER STRAP. (IF UPLIFT EXCEEDS 1010 USE 2 STRAPS) MAS BOND t'"I TYP. 8° CMU. WALL EDGE NAILIWG a INTERMEDIATE NAILING a SOUNDRY NAILING COINER NAILING ROOF FLOOR ad m 6' O.C. local ID 6' O.C. ad 6 6' O.C.10d w 10, O.C. 8d •' 4' O.C. 10d W 4' O.C. ad W 4' O.C. NO NAILING SCHFDUL PRECAST LINTEL TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD 1 X 2 PT WOOD FURRIM 24' OC. PROVIDE R-4 WALL INSULATION ALL EXTERIOR MAS WALL' HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS FIEOUIRED BY FIELD INSPECTORS THAT I'AY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 12 `J 5.5 REFER TO ROOF FRAMING PLAN DETAIL-TYP JAMB P TAIL®TN'rF J/41�-1 SCALE: 1 1/2' WALL SECTION RAISED STUCCO BANDS REFER TO ELEVATIONS 3/16 X 3-1/4' TAPCONSCREWS AT 24' O.C. MAX 1 X 3 PT NAILER VT 0 J ~O M N d adQ] M M d O G O' W p G M�LG]�O W (n Z W J Z -u uRp, O 2 W g O N M GLEAssodotesxom N, R. QUINN TURNER Drawing Not Valid Unless Signed, Sealed & Doted By Registered Professional 5 Cn 09 'e.3 U. $ �h damaaes U UA tw 0 Ott C v KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 NO, REVISIONS DATI • I S S U E D A TE: 07/24/03 DRAWN BY; RNF CHECKED BY: OT m w AL TRUSS ANCHORS EA, END EA, TRUSS R-19 INSULATION MIN, TYPICAL INTERIOR CEILING CONSTRUCTION 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS 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 8' C.C, HOR TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON 1 X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE— SEE FINISH SCH SLAB AND FOOTING ELEV,O' TYPICAL SLAB C[ 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 — I X 3 PT FIRE STOP AT TOP OF WALL AND AT 8' AFF TOP OF 20'-8' A AS SCHEDULED 2 X 8 SUB FASCIA I X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH PROVIDE 6'X24' SOFFIT VENT @ 6'-0' O.C. SCREEN TYPICAL AT ALL TRUSS END CONDITIONS SEE ROOF PLAN FOR SPECIFIC VENTILATION REQ. TYPICAL TIE BEAM CONSTRUCTION SEE SCHEDULE ON ROOF FRAMING PLAN TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. BEAM 10'-8" AS SCHEDULED CEILING HEIGHT P +9'-4` AS SCHEDULED TYPICAL TIE BEAM CONSTRUCTION 8'X16' POURED CONC TIE BEAM W/ (2) #5 REBAR TOP (2) #5 REBAR BOTTOM CONT #5 VERT IN CONC; FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN. 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. RAISED STUCCO BAND SEE ELEVATIONS GRADE VARIES REFER TO FOUNDATION PLAN FOR 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 2STORY TYPICAL WALL 6ECTION (END) WALL SECTION USED ON "C" 6 "D" MODELS 2'x8' WD, HANDRAIL WITH FINGER GRIP RETURN TO WALL TOP AND BOTTOM--,_ 2'X12' WD. STR 4'x4'x4'xl/4 CLIP L W/5/8'x4 WEDGE ANCHOR <TYP• BOTH SIDES OF STRINGER) R TRUSS L BRACKET W/2-1/4' BOLTS pr 1'X RISER 1' 2'xl2' 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 R-19 INSULATION MIN, TYPICAL INTERIOR CEILING CONSTRUCTI1 5/8' GYP WALL BOARD ON PRE FAB ROOF TRUSSES m WOOD PICKETS SPACING TO REJECT 4' OBJECT INTERIOR STAIR DETAILS USED ON "C" 6 "D" MODELS IX8 SKIRT TYPICAL INTERIOR WALL FINISH ON CONC BLOCK 1/2' GYP WALL BOARD ON I X 2 PT WOOD FURRING AT 24' OC, PROVIDE R-3 WALL INSULATION ALL EXTERIOR WALLS BASE— SEE FINISH SCH 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 SEE PLANS AS SCHEDUL D 2 X 8 SUB FASCIA I X 6 WOOD FASCIA 1 X 2 CONT DRIP FRAMING GALV METAL DRIP FLASH ENTRY AND PATIO CEILINGSt 5/8' STUCCO OVER HIGH RIB METAL LATH PROVIDE ALUM, SCREEN VENTS @ 8' OC IN SOFFIT SINGLE BOND BEAM W/ (1) #5 CONT, (NOTE1 PROVIDE DBL BOND BEAM WITH (1) # 5 IN EACH COURSE, ALL WALLS 9'4' HIGH AND OVER) #5 VERT IN CONC, FILLED CELL REFER TO FOUNDATION PLAN FOR LOCATIONS TYPICAL EXT BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATION PLAN, 5/8' MIN STUCCO FINISH ON BLOCK EXTERIOR. SLAB AND FOOTING SEE FOUNDATION PLAN RAISED STUCCO BAND SEE ELEVATIONS ELEV,O' . VIM 710ninWWM GRADE VARIES TYPICAL SLAB CONSTRU4' CONC SLAB W/ 6X6 REFER TO FOUNDATION PLAN FOR ON 6 MIL VAPOR BARRIER OVER FOOTING SIZES AND STEEL INFORMATION. CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH 1 STORY TYPICAL WALL SECTION (END) WALL SECTION USED ON "A" 4 'E" MODELS 1 4 SPAN # 5 @ 6' O.C. (1) #5 REBAR NOSING TYP, -- 11 " OVERL:;S •10 24 AN1+� #• e# 1 HOUR FIRE RATED PLYWOOD PYRO—GUARD 4' FROM PARTY WALL EACH SIDEMIN 8'X12' POURED CONC TIE BEAM W/ (2) #5 RB TOP (2) #5 RB BOTTOM CONT, TYPICAL TIE BEAM CONSTRUCTION R-19 INSULATION MIN / / TYP INT CLG CONSTRUCTION f 5/8' GYPSUM WALLBOARD ON PRE FAB ROOF TRUSSES SEE TRUSS ENGINEERING FOR ADDITIONAL REQ 1X3 FIRE STOP 8'-0' O,C, MAX NOTE; 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 R-3 WALL INSULATION ALL EXTERIOR WALLS BASE— SEE FINISH SCH TYPICAL SLAB CONSTRUCTION 4' CONC SLAB W/ 6X6 1010ON 6 MIL VAPOR BARRIER O\,CHEMICALLY TREATED SOIL COMPACTED TO 2500 PSF MIN OR FIBER MESH Nem TYPICAL INT, BLK WALL CONSTRUCTION RATEDWIT HO FIRE UL TEST NO, U905 BE AS SCHEDULED BOND BEAM W/ (1) #5 CONT. @ +8'-1' TYPICAL INT. BLK WALL CONSTRUCTION 8' X 16' CONC BLOCK REINF WITH #5 VERT IN CONC FILLED CELL AS INDICATED ON FOUNDATIDN PLAN. ELEV,O� TYPICAL PARTY WALL (MIDDLE) WALL SECTION USED ON (A, C, D, E, GK, B H) MODELS E• AR @ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS • REQUIRED BY FIELD INSPECTORS THAT 9 MAY BE NECESSARY IN ORDER TO 11 • COMPLY WITH ALL APPLICABLE CODES. 2<'•— e e TYPICAL SLAB CONSTRUCTION 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" MODELS EXPANSION STRIP PANEL ANCHOR SEALANT SPACER GLASS BLOCK GLASS BLOCK SHALL BE INSTALLED WITH HOT DIPPED GALV, STL. REINF. IN HORZ. J❑INTS, EXTENDING FROM END TO END. MAX SPACING 16" C/C VERT. REING SHALL CONSIST OF C2> PARALLEL, LONGITUDINAL HOT DIPPED GALV, STEEL WIRES (9) GA OR \JIRES AT 8" O,C, MAX. USE TYPE S MORTAR GLASS BLOCK SHALL CONFORM TO S•F,B•C, 2704,10 TYP, GLASS BLOCK DETAt N.T.S. uml 0 no roa z Q 1a M IQ3 o 0 wv�zwc- N �iOx Z 0 N M www. GLEAssociotes. com AA0002369 f - -QL -19 Drawing Not Va;id Gmiess Signed, Sealed & Dated By Registered Professional 3 cm E cm UJ KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468, 4603 NO. REVISIONS DATE JIOB NO. 03750-00108 ISSUE DA T E: 07/24/03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE DETAHILS/ SECTIONS SHEET N0, Aw7 LOAD CALCULATION A/G • 100 % 15 K.We FIRST 10 KWS. w 100% — 10.0 KWS f�-MAINOER ® 40% 11.9 KW6 412- Y15. 29.1 X.4. 11..5 TOTAL 29,4 KW6 2SA KU.* X 1000 _ 122 AMPS 240 PROVIDE: 1SO AMP-$. SERVICE GENERAL LIGHTING CALCULATION 1653 SOFT. X 3 WTS/SQFT, SO KW6 1000 � 1 I OEM ©1m ©© ® w , mm� LOAD CALCULATION A/G N➢ 100 % 1a KWS FIRST 10 KWS. 0 100% — 10.0 KWS REMAINDER P 409. 10-1 KWS 46.1. 20. 26.1 X A. 10.1 TOTAL 2&2 KES 316 KWS X 1000 a 118 AMPS 240 PROVIDE: ISO AMPS. SERVICE GENERAL LIGHTING CALCULATION 14M SQFT. X 3 WTS/64FT. low 45 KWg ELECTRICAL LEGEND "FACE MOUNTED LIGHT DREAKER PANEL .A. 'Y WALL NDUNTfD LIGHT ( (� ELECTRIC NETS& ® RECESSED NIGH HAT 01 MAIN DISCONNECT PANEL FOB RECESSED VAPW PR➢W LICfit VPLJ IEDlLATEO llISC[RNiECt PANEL SURFACE WRINTE➢ FLUORESCENT FUTURE ROUTED WERE -Q TELEPHONE JACK �i�i RECESSECED FLUORESCENT FI#TURE ®L! LL:1 EVISIIM JMn't NEAT LAffi/ EXHAUST FAN C➢PIBINAYIDN ENTER" FLOD➢ LIGHT SECURITY SYSTEM UIMcTIw BO% ® EXHALLT FAN ➢H �g TRACK LIGHTING FIXTURE ® THERMOSTAT SWITCH®( TIMER BELAY 3 WAY SWITCH SN➢%E DETECT6t OR4 WAY SWITCH X� GARAGE ➢GOM OPENER W DINNER SWITCH //((�� FAN 9 PUSH 3UTTDN-wAw W WENER (`/,/ PADDLE -0 PUSH WTTEN-LWRACE ➢R OPENER W TINE SWITCH 444j WEATHER PRUD' SWITCH eUA➢RUPLEX RECEPTACLE DEDICATED RECEPTACLE FL➢Wt RECEPTACLE � fOUR.E% RECEPTACLE 110/I0 SWITCH ACTIVATED RECEPTACLEi WEATHER PRUW RECEPTACLE ® PeE VOLT RECEPTACLE CRdJN➢ FAULT INTEAENh TER RECEPTACLE rem M 3.10 TMDN 01 IN I V3' C TO PPL FdAmm CO. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) 2 ND PLO®R ELEECTRIGIAL PLAN EELEGTRIGIAL PLAN PLAN SCALE: 1/8 =1 —0 PANELELECTRICAL LOAD CALCULATION LOAD CALCULATION A/C ® 100 % 15 KWS FIRST 10 KWS. ® 10051. — 10.0 KWS REMAINDER ® 40% 122 KWS 416-115. 303 XA.122 TOTAL — 28.1 KWS MI KWS X 1000 124 AMPS 240 F'ROVIDE: I" AMPS. SERVICE GENERAL LIGHTING CALCULATION 1041 SQFT. >C 3 WTS/SQFT. 56 KWS 1000 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, www. GLE Associ gees, com AA0002369 i JUL 2 9 2003 R. QUINN TURNER Drawing Not Valid Uniess Signed, Sealed & Dated By Registered Pmfesslonot cn 0. w r r W �W s .W n . CL i CD 'h KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772, 468. 4603 NO. REVISIONS DAT BUILDING 'B5 MODEL E I MODEL C I MODEL D 1 MODEL E LOT W I LOT % I LOT $1 1 LOT W CASTLEPINE5 COMMUNITY J 0 B N 0. 03750-00108 ISSUE DATE: 07/24/03 D R A WN B Y: RNF C H E C K E D B Y: OT ELECTRICAL PANEL NO Rip KW DESCRIPTION WIRE NO TRIP KW DESCRIPTION WIRE 1 3 2/501.5 AIR HANDLER • 6 2 4 5 2/50 A/C COMP. so @+ b 2/50 12.0 RANGE 66 1 9 2/20 2.0 P1814 WASHER/DISPOSAL M2 10 12 2/30 5.0 DRYER MO II 1/20 10 �FR1Cw9RATOR M2 13 1/20 1.5 MICROWAVE (OPTJ 012 14 16 2/25 4.5 HOTWATER HEATER 010 15 1/20 1.5 WASHER 012 11 1/20 1.5 SMALL APPLIANCES (GFI) 012 Ib 1/5 0.51 INTERCOM OUTLET (OPT.) M2 19 1/20 1.5 SMALL APPLIANCES 012 20 1/20 15 SMALL APPLIANCES M2 21 1/15 4,5 GENERAL LIGHTING M4 22 1As GENERAL LIGHTING (GFI) 014 23 24 1/15 GENERAL LIGHTING 014 25 26 21 20 29 30 31 32 33 1/20 1.2 FAN OUTLETS 442 S4 35 1/20 ID GARAGE DOOR OPENER 012 36 1/20 BATHROOM REG. M2 3.11 SMALL APPLIANCES (CFI) 3b 1/20 SMOKE DETECT. a ISATH M. La4TM2 39 SPARE 40 SPARE 41 SPAS 42 SPARE "TOTA 2L 3.2 KW. TOTAL CONNECTED LOAD46•' K L SU5TOTAL23k K.W. LOAD CALCULATION A/C m 100 96 1,51 KWS FIRST 10 KWS. a 1009a 10.0 KUJS REMAINDER II 40% 10.1 KIDS 46.1-20=26.1XA=10.1 TOTAL 282 KIDS 31.6 KLUS X 1000 lie AMPS _ 240 PROVIDE: 150 AMF;�S. SERVICE GENERAL LIGHTING CALCULATION 148S 5QFT. X 3 LUTS/SQFT, - A 4.5 KUjS 1000 ELECTRICAL LEGEND -¢- SURFACE MOUNTED LIGHT BREAKER PANEL H�_ WALL MOUNTED LIGHT r0l ELECTRIC METER ® RECESSED NIGH HAT 0..1 MAIN DISCONNECT PANEL FO, � DEDICATED DISCONNECT PANEL VPL J RECESSED VAPOR PROOF LIGHT ROUTED WIRE °Q� SURFACE MOUNTED FLUORESCENT FIXTURE "4 �-� TELEPHONE JACK RECESSECED FLUORESCENT FIXTURE ' _J� L'' TELEVISION JACK CQ_ 01 HEAT LAMP/ EXHAUST FAN COMBINATION ill INTERCOM FLOOD LIGHT JUNCTION BOX SECURITY SYSTEM EXHAUST FAN CH CHIMES TRACK LIGHTING FIXTURE O THERMOSTAT SWITCH TIMER RELAY R1 44' 3 WAY SWITCH 4 WAY SWITCH („) SMOKE DETECTOR �CL�- GARAGE DOOR OPENER 49p DIMMER SWITCH -O PUSH BUTTON -GARAGE DR OPENER PADDLE FAN dF -17 PUSH BUTTON -GARAGE DR OPENER 40- TIME SWITCH ' 3 WEATHER PROOF SWITCH QUADRUPLEX RECEPTACLE A' DEDICATED RECEPTACLE g FLOOR RECEPTACLE -p- DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE �i WEATHER PROOF RECEPTACLE ® 220-VOLT RECEPTACLE � GROUND FAULT INTERRUPTER RECEPTACLE 6. 3-1/0 THIUN CU. IN 1 1/2' CON. 1 04 THUJN CU TO 2-5/6" X V LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. C.UJ. ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) ELECTRICAL PLAN SCALE: 1 /4"=1'-0" THESE PLANS AND ALL F ARE SUBJECT TO ANY CI REQUIRED BY FIELD INSE. ,. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 J n O Q 1803 M¢ cc ok oo V) � 4 O x z o�< 0 N www.GLEAssociates.com Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional uj n 3 0 Q 1 gy .. ®A 0 KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 5UILDING S5 MODEL C I MODEL D I MODEL E LOT e6 1 LOT 61 1 LOT W CASTLEPINES COMMUNITY JOB NO. 03 0108 I S S U E D A T E: 07/24/03 DRAWN BY: RNF CHECKED BY: QT LOAD CALCULATION A/C 100 %0 7.5 <W5 FIRST 10 KUJS. Im IOOie 10.0 KU15 REMAINDER 0 409. 12.2 <W5 418 - M.5 = 30.3 X .4 = 12.2 TOTAL 23-1 KIDS 213.1 KW5 X 1000 = 124 AMPS 240 PROVIDE: 150 AMP5.5ERVICE GENERAL LIGHTING CALCULATION 154-1 5Q.FT. X 3 TUTS/5Q.FT. 5b KWS 1000 _ m a 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.- TO FPL POWER CO. Lw-A ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) Ilk SCALE: 1/4 =1 -0, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. www.GLEAssociates.com AA0002369 JUL 2-3 2003 R. WilIIN TURNER Drawing Not Valid Unless Signed, Sealed & Dated By Registered Professional t :. 'i a LIJ +r i Lu ., f C Y cn1,. iy `. 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 LOT % 5UILDING 95 MOD \ . O MODEL D MODEL Er LOT 9T LOT 90 ` CA5TLEPINES COMMUNITY 5 ISSUE DATE: 07/24/03 DRAWN BY: RNF C H E C K E D B Y: OT SHEET TITLE ELECTRICAL PLAN S H E E T N 0. ELECTRICAL PANEL B - LOAD CALCULATION LOAD CALCULATION A/C e 100 % '1,5 KW5 FIRST 10 KW5. m 100% 10.0 K1115 REMAINDER Ei 40% ILL KW5 4'12-MB=29.7XAm 11.9 TOTAL 29•4 KWS 2'BA KW5 X 1000 _ 122 AMP5 240 PROVIDE: 150 AMP5.5ERVICE GENERAL LIGHTING CALCULATION 1663 SQ.FT. X 3 UUTS/50.FT. 5.0 KLUS 1000 SO 3-1/0 THWN CU. IN 1 1/2' CON. 1 04 THUA1 CU TO 2-5/6' X 5' LONG GROUND DRIVEN ROD PER N.E.C.— TO FPL POWER CO. Im ELECTRICAL RISER DIAGRAM (N.T.S.) (TYPICAL) SCALE: 1/4 1) = 1 7 -0 " a ,4/G GOMP 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, J � tt7 O Z) O v O W U) z W c] N r www, GLEAssoci ates. corn AAd002369 i JUL 292003 R. QUiNN TURNER DroyAng Not Valid Un{ees Signed, Sealed & Dated By RogImered Professional Lu LO +!► *`' LAJ 4; l +'z acc CLIENT: KOLTER SIGNATURE HOMES 2160 NW RESERVE PARK TRACE PORT ST. LUCIE, FL 34986 OFFICE: 772.468.4703 FAX: 772.468.4603 S DATE BUILpINCs c35 MODEL E I MODEL O V— . -A MODEL E LOT W I LOT 5G V nr ni/,I LOT es CASTLEI INE5 COMMUNITY ISSUE DATE: 07/24/03 DRAWN BY: RNF CHECKED BY: OT SHEET TITLE PLAN ELECTRICAL a a a 4 -W