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Home My WebLink AboutBuilding Plans (2)BOUNDARY & TOPOGRAPHIC SURVEY s �,E ' M .1 I m �� LEGAL DESCRIPTION BEING ALL OF LOT 72, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. STREET ADDRESS 5032 WATERSONG WAY, FORT PIERCE, FL 34949 CERTIFIED TO: ALEXANDER AND DONNA KRESS OCEANFRONT INVESTMENTS OF THE TREASURE COAST I_LC GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE REFERENCED 1-0 THE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF N24"28'24"W, ACCORDING TO THE PLAT OF WATERSONG, PUD, PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGf- 34, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ARI �, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE", ELEVATION 8.0 ACCORDING TC THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 CO194 G, EFFECTIVE DATE NOVEMBER 04, 1992. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS SEPTEMBEP 23, 2011. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PASTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIJ'til" PARTY OR PARTIES. 9. ELEVATIONS SHOWN HEREON ARE IN FEET AND EASED ON (NAVD) NORTH AMERICAN VERTICAL DATUM OF 1988. 10. ALL DEBRIS WILL BE REMOVED FROM THE SITE A.`JD DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE. 11. NET FILL/EXCAVATION SEAWARD OF THE CCCL = 0.0 CUBIC YARDS, THE CUT AND FILL IS BALANCED. 12. PROPOSED GRADES TAKEN FROM ENGINEERING PLANS BY CULPEPPER & TERPENING, INC, THAT WERE PROVIDED BY CLIENT. GRADING PLAN LOT 72, WATERSONG P.U.D. PLAT NO. ONE NO MONUMENT FND M V.50 NAIL & DISK T LB # 4286 R-65 NO MONUMENT FND 61191 �Ca® \ N 6�•1g 2 �\ G� �A 6. .� c A 4;< 'to. -yam OZ s0 A cp of C) \ ARE S4=*a r s r ANY C.. r Q s ;E, 's coNVl3 3 V ;vX n' VICINITY MAP G Oi SEASONAL HIGH WATER LINE ff\ .87 9� LOCATED 09/23/2011 NAVD 1988 DATUM 5.33 ELEVATION LINE TRACT �o �I g9 A 0 o \ �oA -0.04 , A O 7 o 'a / \ tdo NI QO �O_ It,G�jPEON y�� ao� O \ a PRO v \ 24 -10.01 �, �� \ �o� �o SEP NUMENj FNO N �Z acp Np MO 8.85 -0.03 FLORIDA STATE PLANE COORDINATE 6.1 ��' 8 NAD 83/90 US SURVEY FT. (TYP) p0 ►�� \ N 1111016.901 G� N?' QD E .'39967.096 Z FL.ORIDA DEPARTMENT OF \ SET IRC �p 5801 s- WM T-1 F PSM # 4971 '� 57 11193� 8.76 7.13 � t' NATURAL RESOURCES GJNC. MOwUarit�iT 9477A-16 \ t1'c^ .� O N c£1� \ �� 5.13 77 �a p MEAN HIGH WATER LINE Lp Z� ,�13yfc Ld ( �� O 6. ' Vol- LOCATED 09/23/2011 a J PG 6.2 g• 5 81 > > \ NAVD 1988 DATUM \ �i� �� SET IRC 2Cj 6'Oj 0 0.52 ELEVATION LINE PSM # 7.4 �2� 04 O n 9.04 �n N 111033 .87 5. 2 kp O 1 7 E 740338.879 cA 5.8 ¢� -- "' $ � 6. BRICK PAVER 5.0 N6 �� 6 �" $`� 5.9 4' PLASTIC \ ROAD \ TELEPHONE 5 �y', �$ 6K' 6.62PEDESTAL FENCE %%�� f \ BOOR 9 5� '1��m� 6 6 4 SET IRC 1.28� LEGEND OF ABBREVIATIONS pFSNOF�`� S 5� 10 7 PSM # 4971 N -- �'� NO MONUMENT FND jK Kpo3� 8. Cameo ` POPNQP" +sg° 3 6.3 H o MHWL MEAN HIGH WATER LEVEL V� SET NAIL do DISK 4.s3 �a5 r,5.79 's, ;v sg8 5.8 ` o m A AREA MON MONUMENT PSM # 4971 .7 .561- �� 33 P�` GR �+ m a'+ � � 1/, AE ACCESS EASEMENT D a \ a cP m $80 5.8 ASPH ASPHALT NAVE NORTH AMERICAN VERTICAL DATUM \ (x1Re $_ o.x 1 „N HP AVE AVENUE N&C NAIL AND CAP 4.68 4.ss*- 75 OP09E0 PAVER BLVD BOULEVARD NO OR # NUMBER pR.6 1 � O BRICK DRIVE 4.87 5 �; 2 UILMPEDEST5.8 JPGPN� z BM OR BENCH MARK NTS NOT TO SCALE ;,O-AIN 1 4• P o a, BOC BACK OF CURB OHP OVERHEAD POWER p TRANSFOWER SET f 49-1 c r ss 4. 8 PADSET IRC � b v BRG BEARING ORB OFFICIAL RECORDS BOOK rn_ \ BENCHMARK .75 �776 PSM # 4971 ELEVATION - 4.66 N 1110651.( 79 (C) CALCULATED FROM OST NAVD 19M DATUM 4.91 \ / 6 OPEN SPACE TRACTS 5,�6a E 740355447yFIELD MEASUREMENTS P PLAT DATA 615 �' 6° �' �'�� C&G CURB AND GUTTER PB PLAT BOOK � v � CB CATCH BASIN PC POINT OF CURVATURE a` CBS CONCRETE BLOCK STRUCTURE PCC POINT OF COMPOUND CURVATURE WM T-1 a. ��, 0" 5 �. / \ �\ `?�y 6 �ce�C`129�g C/L CENTER LINE PCP PERMANENT CONTROL POINT CM CONCRETE MONUMENT PG(S) PAGE(S) N 1110597.910 \ �� CMP CORRUGATED METAL PIPE PK PARKER-KALON E 740142.073 / To F NAIL &DISK N 15 CO. COUNTY r LB # 428s 92 Loi PLS PROFESSIONAL LAND SURVEYOR CONC CONCRETE POB POINT OF BEGINNING G COR CORNER POC POINT OF COMMENCEMENT ct-1 NPR �. �Z$' CULV CULVERT PP POWER POLE F DE DRAINAGE EASEMENT PRC POINT OF REVERSE CURVATURE C TNAIL & DISK LB # 4286 •98 DEG OR DEGREE S�, PRM PERMANENT REFERENCE MONUMENT v� \ o DWY DRIVEWAY PSM PROFESSIONAL SURVEYOR & MAPPER \'C/ EP EDGE OF PAVEMENT PT POINT OF TANGENCY -po Z- � ESMT EASEMENT PWR POWER �� V-3. �� FDN FOUNDATION R RADIUS \ �, ' , FDOT FLORIDA DEPARTMENT RCP REINFORCED CONCRETE PIPE v '�� _ OF TRANSPORTATION RD ROAD (� FFE FINISHED FLOOR ELEVATION RR RAILROAD NO MONUMENT FND 14.0, A21 -) FH FIRE HYDRANT R/W OR ROW RIGHT-OF-WAY PLk FNC FENCE S/L SETBACK LINE �316 FND FOUND S.R. STATE ROAD FP&L FLORIDA POWER & LIGHT ST STREET H WY HIGHWAY S/y SIDEWALK 1-## INTERSTATE HIGHWAY T TANGENT ID IDENTIFICATION NUMBER TBM TEMPORARY BENCH MARK FLORIDA STATE PLANE COORDINATE NOTE: NO TREES FOUND ON LOT 72 WATERSONG. INV INVERT TELE TELEPHONE EQUIPMENT NAD 83/90 US SURVEY FT. (TYP) IP IRON PIPE TOB TOP OF BANK N 1107154.673 IR IRON ROD E 741580.017 TOS TOE OF SLOPE FLORIDA DEPARTMENT OF IRC IRON ROD & CAP TWP TOWNSHIP NATURAL RESOURCES LB LICENSED BUSINESS CONC. MONUMENT # 9477A-15 TYP TYPICAL LS LICENSED SURVEYOR UE UTILITY EASEMENT M MEASURED DATA WMT WATER MANAGEMENT TRACT MH MANHOLE WM WATER METER & AND x #•## TOPO ELEVATION AT# PROPOSED GRADES 0 DELTA V) Z O_ 07 W Z � Q J Z a J Z CL W c) 0 0 0 0 0 0 Q Q 0 0 m 0)O W f- O O � M L H 0 A THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-98, FOR WIND LOAD OF 140MPH, EXPOSURE "D" THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS. AND SEPARATE OWNER CONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. FOUNDATION NOTES TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABOVE CROWN OF ROAD OR ABOVE FLOOD CRITERIA. SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. PROVIDE 2 YEARS RE -TREATMENT WARRANTY. CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR 6" THICK 3000 PSI CONCRETE REINFORCE SLAB WITH GRADE BEAM & PILING ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED (2500 SF) FILL CONCRETE NOTES: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI, FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3 CLR. BOTTOM AND SIDES, 2 CLR. TOP WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SLABS 3/4" CLR. BEAMS 1-1/2" CLR TO STIRRUPS COLUMNS 1 -1/2" CLR. TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. OCEANFRONT BUILDERS THE KR SS RESIDENCE SITE 72 WATERSONG, ST LUGE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL - MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2103 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROOGH .) OF ACI 530/ASCE - f'm PSI 1500 FOR MASONRY - 300CJ FOR MORTAR. GROUTED M4..,c JNRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED REPRESEN,'ATIVE, TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WNDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. GLASS BLOCK: ALL GLASS BLOCKS REINFORCING HAS BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2004 SECTION 2110. EXPANSION STRIPS TO BE PLACE PER MFR. SPECS FRAMING: TOFF ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1060 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb = 2925 P.S.I„ Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS @ 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x4 WD. STUDS AT 24" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. WOOD TRUSS NOTES: ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 180 MPH WINDLOAD EXPOSED "C" ATTACHMENTS,TO STRUCTURE TO BE DESIGNED FOR 140 MPH EXPOSED "C". ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. FIRESTOPS PROVIDE FIRESTOPS PER SEC. 502.12 F.R.C. 2004 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS, 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CASE OF APPROVED METAL CHIMNEY INSULATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PEtM;T A SPREAD OF FIRE. 6. CONCEALED ATTIC SPACES SHALL BE AS PER F.B.C. SUB -SECTION 2305.2.3 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN t', 4OMINAL TWO INCHES IN THICKNESS. NAILING SCHEDULE SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER PLANTER WATERPROOFING: APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-30 INSULATIONS MATERIALS SHALL BE FLAME SPREAD AND MEET MINIMUM REQUIREMENTS OF SECTION R316 FLORIDA BUILDING CODE - RESIDENTIAL 0 DOOR AND WINDOW NOTES: ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF F.B.C. 2007 , FLORIDA RESIDENTIAL CODE 2007 & FBC 2009 AMENDMENT CATEGORY 1 - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24' IN HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE F.B.C. SECTION 1005. SUB.SECT, (1005.4.3, 1005,4.4) FINISH NOTES: WALLS AND CEILINGS FINISH SHALL BE FLAME SPREAD & MEETS MINIMUM REQUIREMENTS OF SECTION R315 AND SMOKE DEVELOPED INDEX OF SECTION R315 F.B.C. -REDIDENTIAL MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT, 0 2 BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. TILE, CARPET FINISH SELECTED BY OWNER, 12 13 wa T . _04 EYr iO(J'�i Es t Q .i J `4A K. 0. KNOCK OUT ABV. ABOVE ACOUS. ACOUSTICAL LAM. LAMINATE AC. AIR CONDITIONING LAVATORY ADJ. ADJUSTABLE LB. AFF ABOVE FINISH FLOOR LH L AHU AIR HANDLING UNIT LTG LIGHTING ALUM. ALUMINUM LOC. LOCATION ALT. ALTERNATE L.W. LIGHT WEIGHT ANOD. ANODIZED ANN. ANNUNCIATOR M.O. MASONRY OPENING AP ACCESS PANEL MFTR. MANUFACTURER APPROX. APPROXIM TE MAS. MASONRY ARCH. ARCHITECTURAL) MAT. MATERIAL @ AT MAX. MAXIMUM BOTH D MECH. MECHANICAL BD F FACES MMETAL BLDG. BUILDINi MIN. MINIMUM BLK. BLOCK MIS(. MISCELLANEOUS BLKG. BLOCKING MTD. MOUNTED BM. BEAM MUL. MULLION BOT, BOTTOM N.I.C. NOT IN CONTRACT B/O BOTTOM OF N.T S. NOTNUMTO SCALE CAB. CABINET 0. ER CPT. CARPET O.C. ON CENTER CI CAST IRON O.D. OUTSIDE DIAMETER CK. CAULK 0.F.C.1. OWNER FURNISH C-C CENTER TO CENTER CONTRACTOR INSTALL CEM. CER. CEMENT CERAMIC pHF• CE OVEIRHEAD CT CERAMIC TILE OPNG. OPENING CLG. CEILING OPP. OPPOSITE Z CENTER LINE PL. PLATE CLR. CLEAR _ PLAS. PLASTER CL. CLOSET PLYWD. PLYWOOD CJT. CONTROL JOINT PLAM. PLASTIC LAMINATED CMU CONCRETE MASONRY PR. PAIR UNIT FOOT CONST. CONSTRUCTION P. S. FT P.S.I. POUNDSPPER SQUARE INCH CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED COL. COLUMN COMB. COMBINATION PNL. PANEL CONC. CONCRETE CONN. CONNECTION RAID. RADIUS CONT. CONTINUOUS RADN RADIATOR, RADIATION CONTR. CONTRACTOR R. RISER CTSK. COUNTERSUNK REINF. REINFORCE CFL. COUNTERFLASHING REVS. REVERSED CRS. COURSE RH. RIGHT HAND RM. ROOM RED DP. DAMPROOFING DECOR. DECORATIVE R.O. ROUGH OPENING L TAIL S.C. SOLID CORE D D SCHD. SCHEDULE DIAL. DIM. DIAGONAL DIMENSION SEAL. SEALANT DI F. SEC. SECTION DO.SERV. DIFFUSER SERVICE DR. DOOR SHT. SHEET DBL. DOUBLE SHTH. SHEATING D.F. DOUGLAS FIR SIM. SIMILAR DN. DOWN S.O. SHUT-OFF D.S. DOWN SPOUT SL. SLIDING DWG. DRAWING S. SOUTH D. DRAIN SPEC. SPECIFICATION S.QF. SQUARE EA. EACH FOOT E. EAST SST. STAINLESS STEEL EMER. EMERGENCY STD. STANDARD ENG. ENGINEERING STL. STEEL EL. ELEVATION STOR. STORAGE ELEC. C• ELECTRICAL LECEQUARICAL STIR. STRUCTURAL SUS. SUSPENDED EQUIP. EQUIPMENT SYYMMETRICAL EST. ESTIMATED) SYM. EXH. EXHAUST EXP, EXPANSION T. TREAD EXT. EXTERIOR T.C. TOP OF CURB EXIST. EXISTING TEL, TELEPHONE E.J. EXPANSION JOINT TEMP TEMPERED F.O.F. FACE pF FINISH THK. T&G Tb4r&E AND GROOVE F.O.M. FACE pF MASONRY T(�B TOP & BOTTOM F.O.S. FACE OF STUD T O TOP OF F.H. FIRE HOSE TC TOP OF CURB FP. FIREPROOF TW TOP OF WALL FIN. FINISH T.O.C. TOP OF CHIMNEY FLR. FLOOR T.O. FR. TOP OF FRAMING F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER FLG• FLUSHING ��PLE�FP IF HOLDER FL. FLUORESCENT T. P. FT. FOOT/FEET P. TYPICAL FTG. FOOTING UL. UNDERWRITERS LABORATORY U.O.N. UNLESS OTHERWISE NOTED GA. GALVANIZED UTIL. UTILITY GB GRAB BAR VB. VAPRO BARRIER GC. GENERAL CONTRACTOR VNR. VENEER VENT VENTILATION GR. GRADE VERT. VERTICAL GYP. GYPSUM BOARD WF. WALL FABRIC WP. WATERPROOFING WC. WATER CLOSET HWD. HARDWOOD WH WATER HEATER HDW. HARDWARE W/ WITH GG HTtvl: E I N HOLLOW WITHOUT METAL WD. WOOD HOR. HORIZONTAL WT. WEIGHT H.B. HOSE BIBB H.C. HOLLOW CORE H.S. HAND SHOWER SYMBOLS HVAC HEATING VENTILATION AIR CON ITIONING & AND INCL. INCLUDE ANGLE INSUL. INSULATION AT INT. INTERIOR CL CENTER LINE JB. JUNCTION BOX 0 DIAMETER OR ROUND # POUND OR NUMBER 14 15 ///2-ate ST. LUCIE COUNry BUILDING ojV{SICGN REVIEweb FOR co ICE REVIEWED BY GATE PLANS AND PER IT MUST RE KEPT ON JOB OR NO v Jc;P'-CYIC-N WILL BE MADE 16 SYMBOLS 2 DETAIL NUMBER DETAIL REFERENCE A-2 SHEET NUMBER 3 ELEVATION NUMBER ELEVATION REFERENCE aI SHEET NUMBER SECTION NUMBER SECTION REFERENCE as SHEET NUMBER ROOM REFERENCE 102 ROOM NUMBER DOOR REFERENCE O DOOR NUMBER WINDOW REFERENCE O WINDOW NUMBER NOTE REFERENCE REFERENCE NUMBER REVISION REFERENC H REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2001 WITH AMENDMENT 2009 NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE : TYPE V, UNPROTECTED, UNSPRINKLED BUILDING DESINGED ASi ENCLOSED BUILDING HEIGHT: LESS THAN 60'-0" -MEAN ROOF HEIGHT: 21'-9" BUILD!NG EXPOSURE: G WIND PRESSURE SPEED: ASCE CHAPTER 7. 140 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 20 LB. PSF ROOF TOP CHORD DEAD LOAD: 16 LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. PSF BOTTOM CHORD DEAD LOAD: 10 LB. PSF FLOOR LIVE LOAD TOTAL : 40 LB. PSF FLOOR FLOOR DEAD LOAD TOTAL: 70 LB. PSF IMPORTANCE / USE FACTOR: 1.0 MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES COMPONENT 4 CLADDING: YES CONTINUE LOADED PATH PROVIDED: YES AREA TABULATION FIRST LEVEL = 298 5F. SECOND LEVEL = 1629 5F. T+4IRD LEVEL - 15015F. TOTAL UNDER AIR 3505 5F. COVERED ENTRY = 101 5F COVERED PATIO = 4 T9 SF. BALCONY = 593 5F. FLEX SPACE = 301 5F. MECHANICAL DECK = 83 SF. GARAGE. = 661 SF. TOTAL UNDER ROOF 5,512 SF DRAWING INDEX A1.1 COVER SHEET A5.4 DOOR & WINDOW DETAILS & SCHEDULES A2.1 SITE PLAN & DEMOLITION A6.1 ROOF PLAN A3.1 PILLING PLAN A6.2 ROOFING PLAN A3.2 SLAB PLAN AE.1 ELECTRICAL PLAN A4.1 FLOOR PLAN AE.2 PANEL SCHEDULES A5.1 FRONT & REAR ELEVATIONS DETAILS SHEET A5.2.1 LEFT ELEVATELEVATIONAS.1 A5.2.2 RIGHT ELEVATION A5.3 BUILDING SECTIONS & PLUMBING RISER Z (Z� F � N M Of M v ! w� to �I N O fr <a 0 Z u3ip zox {n Z it No d tai m - Uo M a o �. j W r- 0 a -�, v 'm r n rn W C4 a m �� t0 M 00 rIlk N roW a �Ll 0Lu w =w Z �z M w ca J 0 � Z '® P OD co r; 10 04 M � M O V J " s Z �0 I- �a v, Q °u 0 0 LJ a C4 1-I_I U _ as (J-) z� a < o $ ON O r; F W 2. a a20 teU �J < o az U 5 Z ECo oa+ a ri o O oC �0 Drawn by: MO�i H� Project No. Codd File NO.: DATE DESIGN PROGRESS 06-30-11 BID SET 08-30-11 REVISION NO.1 10-14-11 REVISION NO.2 10-24-11 PERMIT SET 11-15-11 BLDG DEPT. COM'T. 02-27-12 Sheet No: of --sheets �I D A 1 2 3 4 I 5 6 7 8 I q 10 I 11 I 12 I 13 14 15 16 N L K I:� E E C 2 I I I W I J I J 00 O I00 I eR/ R �1 I 0 N I SET I CD I pSM�/4 # c Q cn °- 9) S I z Q O N Qlm 17-IW 69 11' HEADS CURB I � WI W' �I LI Q01 • • • III _ 4.5h 2' CONIC INVERTED CROWN 00 W I O SET NAIL. & DISK P S M 4 1 N N Ln N 65 31' 6" E 0 I I 44.60' N 65°31'36" E 144.60' ►I I ----------1--------------------------------------------------- A A-1 3/32"=1 '-0" 1 2 3 6 NOTE: "PILING 5HOWN FOR ILLUSTRATIVE PURP05E5 ONLY 127.00' � I z Li w pSMFT /RC L 0 T 71 77701 49,�,7 VACANT 4Cj38 486 0 81�9 FSTq NF 6 16 r .04 I ----- I 5.79 4.98 5.00 I N65=31'36 "E 127L25'__ MAXIMUM FERFENDICULAR D15TAN6FROM 1988 CCCL 132'-7 - - . ---------- I 1 I FF. ELEV. 0-0" ;� OR 8.0 NAVD SET BACK LINE 6a z 3 5.13 5.3 5.79 I � O F.F. ELEV. -24" OL O OR 6.0 NAVD uJ' I I 1 4 g6 SITE PLAN "\ f UTILITY 5.75 - PEDESTALS -? s z w pia NSFoRM FR N pS�/RC F _o F, ,7106� 49,1 . 44� FF. ELEV.-0'-011,, OR 8-0 NAVD LUILLLIZIL 121 5.80 5.78 S65°31'36"W 128.10' LOT 73 VACANT 7 8 9 10 11 2nd LEVEL CLG. LINE _ , a23'_0" _ (3l'-O" NAVD) 0 N 2nd FOOR PLAN - ® ,II'-0" = (W NAVD) let LEVEL CLG. LINE11.0 NAVD) TOP OF GROUND FLOOR 12 13 14 15 16 NOTE: z 51TE PLAN 15 FOR LAYOUT PURPOSES ONLY. 0 GOORI)INATE UJITH SURVEY PLAN FOR ACTUAL E)IMEN510N5 IF ANY IDWREPANCIE5 NOTIFY ANNAM CORPORATION. Q LC; CATION MAP N (`)T TO SCALE DESCRIPTION: BEING ALL OF LOT 72, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. ------------------------------------------------------------------------------------ I I W � I I o lC I I z N D I i w n w 6) z W SON I 0)(,. � o I z w co Q Q > N I- O i:i ov I z z Ln U-) �� z I o Q v z I w W 0 o I I U S - 6 I pSM # /RC NO MONUMENT j 4g�1 D I I \ 0) 11.98 00 6.79 _61_46__ I I f- 5 g1 6 45 5?� ro 57 N 59° 47' 49 E fi - - = 8.85 II I i 7.24 -0.04 w Q 4 0° I w 1 > 1 ------------------- I w Q Q r\ w .6.�Q � o _zJ I ( O 00 'i3 FF. ELEV. -18" 001I �0 5.57-N667 7.15 00 zw 6.92 00) OR 6.5 NAVD Cf) J z W W i to Q o 0 I 14 I I Q v > O I I LOT 721 O i 7.15 Li LJJ I U) � z O I � I III FRO#ANE TANK I I I I ------------------- 4�'-0° ------ --------------------�---- -------------------------------- - ( I 1 e 6.67 5.56 6.62 Ln I 11.74 9.04 II I1 7.13 -0.04 I I I 5.93 6.84 FENCST/C j I F I 0 DUNE VEGETATION EXIST- �I I I I I o pSMFT /R C I 1 O` 4 I d 9�7 1 1 MEAN HIGH WATER LINE NAVD 1988 DATUM LOCATED 09/23/2011 0.52 ELEV. LINE I 1 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1---------L-------------------------------------------------------------------------------------------------------------------------------------------- Z� N a. F M py M in w U N N (L O W ® '-m o= Oozy W Noa� 7 U 0 v [L iN LJ QL T O W a- m to to L N ® to La N y w n J ® U) O M Q. r N Co 110 10 y 1 6 o <10 O IL i 016 /c_ <_ r _J a. < U o °=o >;< o O � L�J 2.430. 20 0. .Goo n r fl V / Z o ®< Eco ,, -a oa a F o v � wOf W W Q 0 w M� !� I- Z O w v 6 Cn Cn Mil o Z � Q U ~ Q Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: E2) of --sheets C 101 4 5 6 8 9 10 11 12 13 14 15 16 BEARING WALL (oCONCRETE SL M *i PILE DOWEL L (3) *5 T *4a12"EW. *312"UN.O. (3) *5 BOTTOM 14" AUGERCAST PILING L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD K *4 612" x6'-m" S 15" O.C. TRANSFER OVER INTEf GRADE BE *4612" EA .WAY 6' CONCRETE S H 0 *5 TOP csJ 03 STIRRUP 12 " U.N.G. '3) #5 BOTTOM PILE DOWEL AUGEfRCAST PILING TYP I GAL CONC.OR MASONRY AUGERGAST PILES: GENERAL: AU6ERGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FL16HT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. 11I614-5TREN6TH MORTAR SHALL BE PUMPED WITH SUFFICIENT PRE55URE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE SURROUNDIN6 501L. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAISING OF THE AUGER 50 THAT THE H16H-5TREN6TH MORTAR HAS A DISPLACING ACTION REMOVING ANY L005E MATERIAL FROM HOLE. TH15 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. H16H-5TREN6TH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, SAND AND HATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR CAPABLE OF MAINTAINING THE 5OLID5 IN 5U5PEN51ON WITHOUT APPRECIABLE WATER GAIN, YET WHIGH MAY BE PLACED WITHOUT DIFFICULTY, AND WHIGH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED A5 TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE GOMPRE551VE STRENGTH OF 4,000 P51 AT 2& DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES FOR EACH DAY DURING AU6ERGA5T PILES ARE PLACED. A SET OF CUBES SHALL GON515T OF 2 GUBES TO BE TESTED AT 7 DAYS, AND 2 CUBES TO BE TESTED AT 26 DAYS. TEST GUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM GIOa, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. 01 COLUMN y r MATCHING DOWELS x "; h: 4' 8 BAR DIA. MIN o 0 GRADE I �I I� W/STD_ NOOKS (4) *6 TOP EACH WAY o z C J W/ 12 NOOKS p r > ,q�, I I (4) *6 50T EACH WAY pm r j W/ 12 " HOOKS Q I 0 T •I {— w=0 v PAD fREBAR �* z SEE FOOTING SCHEDULE EDGE BARS ALWAYS Q RE1" IAIN.SFACE OTHERS EQUALLY EQ. EQ. 5EE 5GHED 10 11 12 13 14 15 k r4 t Z k `s azyc«J ! ena4.sInv4 Yq,.M+mod 9' F. �; aata�ed�,,'.J a� �, fRAE) F5 AI 5Ck4E D L RE INFORING DETAIL MARK SIZE(WxD) DESCRIPTION NO. BOT TOP MIDLE *3 TIES G5-1 24'' x 30" (4) wl (4) Iq (2) *5 6" O/C TYP. EXT. WALL G13 G5-2 24" x 24'' (4) *6 (4) *6 (2) *5 8" O/C - L13 GB-3 18" x 18" (3) *5 (3) "5 _ 18" O/C GARAGE 6" STEP G1 GB-4 18"x24" (3) *5 (3) *5 (2) *5 8" O/C BEAM AT STOP SLAB LI PC-1 36"x80'x20', (4/ o AT LONG WAY _ _ PILE CAP HOOK G4 (5)OroAT. SHORT WAY BAR AT EACH END PG-2 48''x48"x2m" C6� EACH WAY _ _ PILE CAP HOOK G4 TOP AND BOTTOM. BAR AT EACH END SIMILAR PC-3 3ro x72 x2m (4)#6 AT LONG WAY _ _ PILE CAP NOOK G4 (-I)'�o AT SNORT WAY BAR AT EACH END SIMILAR PC-3 36"x132"40" (6)#6 LONG WAY _ _ 2 LAYERS TOP G4 (14)0(o SHORT WAY AND BOTTOM SIMILAR AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ "l x 20' (EXTEND 15" INTO GRADE BEAM.) AND 415 BARS W/ 03 HOOPS a 10" O.G. FROM PILE CUT OFF TO 15' FEET BELOW SURFACE. DESIGN CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 545-84 Ll 3 N.T.S. G1 GRADE BEAM 3 G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 N.T.S. _ N.T.S. N.T.S. _ N.T.S. JG C 5 A A 1/4 10= 1 '-0" 1 2 3 4 5 I'' .. LTJ PILING PLAN (o" CONCRETE SLAB 16 (3) *6 TOP *4 e)12" x4'-m" 6 12" O.0 '30 DEGREE HOOK *3 Q 12" STIRRUP U.N.O. 1 MIN. COVER — (3) *6 BOTTOM *-1 PILE DOWEL 48" IS" 14" AUGERCAST FILING 12" GRADE BEAM 2 (2) *4 (FL.PERIMETER) *4 1@18" x4'-O" le 12" O.C. �10 DEGREE NOOK TYPE N T I IRE PERIMETER *4612' EA WAY 6' CONCRETE SLAB (EXCEPT GARAGE) 8" CCONCRETE BLOCK WALL (3) 1 TOP (2) *5 MIDDLE *3 6 10" U.N.O. 1 '�2" MIN. COVER e N v *-1 PILE DOWEL (3) * 1 BOTTOM g'I gll 14" AUGERCAST 48" PILING IS" GRADE BEAM 1 IT-O" TOTAL LENGPTH BUILDING T-4" 3' 8" 1'-O" 1'-O" 1'-O" 4'-2" 9'-4" 6'-9" 6'-0" 5' O" 3'-3" ge 4'-0: - P C- 2 �- •4 iREBAIR 12 "OG. IA° I a� cKT 9'-1 1/2" N I I D I GB-3 II 4'-10" 4_Si I I I 6'-8" 5'-O" I _- GB-4 GB-4 I 7 8 g 10 1 1 12 1 3 14 ( 15 16 Z •• 0 M �m Wm 2 NN WIn Q a. W �I IJ 0 N O a. OW 10 /� G \ • O Z m �m w� cc I- �� Nz� Z MmaIL 0 � N UV) a w In 4 �= o w a M x j 0 L m m in N W n Nn eD � P ♦` N co m LiN Sm J a K N �M J 0� UU- sZ 110 0 ^U �0 H < 9 8 Q ig� ,6 yCC d Z 0 0 Ecr �_ o O a+ O� .2-0 " 8 oo 2 0 A aW� AZ � a U ram, W j� U J �wz w 0 z�Q 3 WCV E-+ Drawn by: MOH HVN Project No. Cadd File NO.: DATE F PROGRESS 06-30-11 08-30-11 HOLLOW CORE 10-30-11 PERMIT SET 11-15-11 Sheet No: of --sheets E D 1 2 J 4 FOUNDATION NOTES: 5 0 MATERIALS: I. FLOOR SLAB TO BE 6" THICK POURED GONGRETE SLAB WITH REINFORGEMEhT AS SHOWN ON PLAN ON 4 MIL VISQUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE A) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPEGIFIGATIONS A) TREATED PER LOCAL CODE. OR CURRENT ASTM STANDARDS, DE516 NATION 6I50. 2. CONCRETE SHALL CONFORM TO AGI 31&/&3 AND SHALL HAVE 3000 P51 GOMPRE551VE B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL WHICH 5TREN6TH IN 28 DAYS. MAXIMUM SLUMP 5", P055E55E5 THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCE55 OF HYDRATION OF PORTLAND CEMENT. 3. REINFORGINC STEEL SHALL BE A5TM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAM5: BOTTOM 3", TOP 2" SIDES TO BE 1 1/2" CLEAR. COVER G) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P05SE551NO GHARAGT'ERI5TIG5 WHIGH WILL FOR SLAB TO BE 3/4" MIN. INGREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE 015PER5AL OF CEMENT 6RAIN5, AND NEUTRALIZE THE 5HRINKA&E OF THE HIGH -STRENGTH CEMENT MORTAR 4. ALL FOOTINGS SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. (INTERAID AS, MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. THESE 5PEGIFIGATION5). OTHER COMMERCIALLY AVAILABLE ADMIXES 5HALL SHOW PRIOR'. TEST RESULTS BEFORE APPROVAL. A. STRIP A FOOT OF EXI5TIN6 50IL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL. DELETERIOU5 MATERIALS MUST BE COMPLETELY REMOVED. D) WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE:, OIL, AGID ALKALI, SALTS OR OR6ANIG MATTER. B. FILL SHALL ESE GLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. E) FINE AGGREGATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS, G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. DE516NATION G33. THE SAND SHALL GON515T OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF 51LT, LOAM, LUMP5, SOFT OR FLAKY 6. GENERAL. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE PARTIGLE5 SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS 50135TANGE5. IF FOOTIN6SlPAD5, LOAD BEARING WALLS, STEEL/GONGRETEMIOOD COLUMNS, WOOD HEADERS, BEAMS, AND HEIGHT ELEVATIONS OF EACH WITH TRU55 MANUF,AGTURER'S WASHED, THE WASHING METHOD SHALL BE SUCH AS, WILL NOT REMOVE DESIRABLE FINES, AND CONCRETE E3EAM5/TIE THE SAND SHALL SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURiE - DRAWINGS BEFORE THE POURING OF CONCRETE FOOTIN65/PADS AND SLAB. 15 REASONABLE UNIFORM AND STABLE. THE SAND 5HAL-1- BE WELL -GRADED FROM FINE TO 7. GOORDINATE A/G , MECHANICAL, El EGTRIGAL 4 PLUMBING PLANS FOR REQUIRED OPENINGS IN SLAB. GOAR5E, WITH FINENE55 MODULUS BETWEEN 1.40 AND 3.40. THE FINENE55 MODULUS 15 DEFINED A5 THE TOTAL DIVIDED BY 100 OF THE GUMULATIVE PERcENTA6E5 RETAINED ON U.5. 8. SLEEVE ALL PLUMBING PENETRATIONS. 5TANDARD 5IEVE N05. I6, 30,50 AND 100. q. SEE ATTACHED AUGER CAST PILE 51PEGIFIGATION IT-O" TOTAL LENGHTH BUILDING 60'-6" �a I 10 MIXING AND PUMPING OF 1116H-6,TRENGTH CEMENT MORTAR: ONLY APPROVED PUMPING, GONTINUOU5 MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 U5ED, AN AGITATING STORAGE TANK OF SUFFICIENT SIZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOMOGENEOUS MIX AND CONTINUITY IN THE PUMPING OPERATION5. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOM06ENEOU5 MORTAR OF THE DE5IRED GON515TENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE P15PLAGEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPING 015PLAGINO PRE55URES AT THE PUMP UP TO 350 P51. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN GLU5TER5 OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. 51N6LE PILES SHALL BE INSTALLED WITHIN 1 -1/2 INGHE5 OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES 51HALL NOT BE PLACED UNTIL THE MORTAR IN THE PILE-5 HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-13UILT SURVEY OF PILE LOCATIONS 5HALL BE PERFORMED BY A FLORIDA REC215TERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE RECORD DRAWIN65 HORIZONTALLY AND VERTIGALLY FROM THE COLUMN GENTERLINE5. SUBMIT THE RECORD DRAWINGS TO THE ARCHITECT FOR APPROVAL. OB5TRUGTION5: SHOULD AN r' OB5TRUGTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHIGH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN AGGORDANGE WITH PARAGRAPH I, AND THI5 SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJAGENT PILE SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH I IE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE I HE PENETRATION OF THE STANDARD AUGURING EQUIPMENT IS ONE FOOT PER MINUTE OR I-E55. ark;` s V � t ri ppp�y� a 41. i 3dY�9 sw In aJ i6 L 3 �rS.1ts r. i 6a.� 6 8¢i v J .3.7iC� iip �Nai'wwo �r5�imae COLUMN SCHEDULE GI ❑■ REINFORCED MASONRY COL. w/ 1-"5 0 VERT. FILL w/ 3000 PSI CONC. Gz 12x12 REINFORCED MASONRY COL. w/ 2-% m VERT. FILL w/ 3000 PSI CONC. c3 ■ 12"x12" POURED CONC. COL. w/ 6-05 4, VERT. w/03TIES o5"O.C_ c4 ■ 0 3 1i2 "x3 i1/2 "x ii4 " T.S. COL. FILL w/ 3000 PSI CONG. WITH UJOOD WRAP c5 S"xl�o" POURED CONC. COL. w/4-#ro 0 CONT. w/ *3 HOOP -8 12" O.C. ' 3'-S4I'-0" -1-SA' Y-4------r ' 13 14 1 15 1 16 PILE CAPACITY: THE DE51GN 15 BA5ED ON A MAXIMUM WORKIN6 GAPAGITY OF 25 TON5 PER PILE IN GOMPRE551ON AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INGHE5. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL_ SLEEVES OR GA51N6 OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL 5LEEVE-5 OF ADDITIONAL LEN6TH). AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHIGH THE H16H-5TREN6TH MORTAR 15 PUMPED DURIN6 THE PLAGEMENT OF THE PILE SHALL BE LOGATED AT THE: BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE GUTTING TEETH. THE AUGER FLI6HTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN6 SHALL NOT EXCEED q INCHES. AU6ER5 OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AU6ERGA5T PILINE5 LEADS SHOULD BE PREVENTED FROM ROTATING BY A STABILIZING, ARM. PILE REINFORGEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH #3 TIES @ 10" G/G EXTENDING 15'-0" BELOW PILE GLIT OFF ELEVATION AND I#1 VERTICAL REINFORCING BAR AT CENTER OF PILE EXTENDING FULL LEN6TH. PROVIDE CENTERING DEVICES FOR REINFORCIN6 GAGE AT 10'-0" C/G MAX. 5PAGIN6. TIE BEAM HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNE65). GRADE BEAM OR FLOOR STRUCTURE Z • • W — 0 0 Z -m S UJ W'n NM M� :Z ISO� M H Q 0 Ig 3f L OR v r. rn � a 0< G_ • - m ia; 0 O z vioo wv N! O Q J �o :) m N m ] Ulu R m W M o w 1z M j o lil a M H y - m � _ m w a -7 r m J inm� q M 0. n NCq co mw w� 10 N C7 aG (`) DM 0J ULL sZ v0 . H �Q — �tie �0 �m F rc K *C�' N W < $ $pU TF O 0 ao� y�U ' ^ V J ®a< ..°Z �o< Ec o 3— o o e .. i oy c UQ m w�fy_ 0 A a U W U 7 J r� h+�l N ry LJ LJ W cV Drawn by: MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 06-30-11 BID SET 08-30-11 HOLLOW CORE 10-30-11 PERMIT SET 11-15-11 BLDG DEPT. COME 02-21-12 LJ r i Sheet No: Q�❑C� h of --sheets 4 5 6 7 8 9 10 12 13 14 15 16 N M K la� H ' to PORTIONANDGARAGE 1 pp AT ENTRYROOF FRAMING 1/4 c E D C C A A-1 1/4 "=1 ' -0" 1 FIRST LEVEL 2 3 4 5 6 7 t'.'ii b♦aC✓vv+ved c`aVG'$E 1ti871a; �r+a� � e81aYiYliii'Y71 .S3 ; r'ps WALLTYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" METAL STUDS @ 24" O.C. OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C., EDITION 2001 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. 4 WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. 5/8' STUCCO ON 8" CONCRETE BLOCK. mm GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" 8 9 HYDROVENTING CALCULATION: FER FEMA.: 1 6F GROUND FLOOR AREA WILL PROVIDE 150. INGNE OF VENT REQUIRED: TOTAL 632 SF = 632 5a INC�E� RROVIDED: (4) 24"x8" = 166 SQ. INGHEQ 10 12 E13 I PLUMBING RISER DIAGRAM MISC. NOTES: 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (U.N.O.) �o. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. -1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE -_ SHALL BE CONSTRUCTED OF AMIINIM NO. 2(o GAUGE (0.45 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (F.R.C. 2004 R-309.2) 8. < ST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 1501 4 15P06 e. WEATHERING AND TERMITE AREA PER TABLE 301.20) 170. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/0" TYPE "X" GYP. BD. 11. FLAME SPREAD 4 SMOKE DEVELOPED INDEX FOR WALL CEILING FINISH 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-102.3 - 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.G. R-102.4 14. WEATHERING AND TERMITE AREA PER TABLE 301.20) r 15. FLAME SPREAD 4 SMO<E DEVELOPED INDEX FOR INSULATION. 0 WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERAB'ING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY" ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 13 GENERAL NOTES 14 15 16 z •• ZW O Z F- m W� MLo a. rmW0 in L. m. ° UJ i. N = 3Or � 0 a ow m.. • '-m �m Q0 rn z Lu o ox °C N� N Z NO a� O �U m U M a o W D0 o a r. _ (n m m 0 r Q m N co r 41%w NiAlli m a. J . r r� �w 10 Ow Lu Z y0 J W ix DM J yz uLL rZ �'0 �0 �Q j�Z •OV '�0 70 �m H CJ-) 8� � Q n _� Dr $ $ a O a� 0 tU O e.< Z �C O O Ec o N Am c boo mow¢ 0 �7_ AZ r , w F+y U F—i Cn cn �y W z i�•l M,�I o � N Z 3 1� CV C E.y Drawn by: MOH HVN Project No. Cadd File NO.: E SS 06-30-11 08-30-11 fREVISION1 10-14-11 11-15-11 M'T. 02-21-12 Sheet No: AA11 o LI of --sheets B A 1 42" HAND f REJECT A SPHERE T) 11 2 3 4 5 6 8 9 1011 �1 -0", 6" 11 2m A 2m e 4 REJECT A 4°..- - \ T , cni Ieae Tvn 12 o---------------- --- Q 0 --� N ------------------------------- ■ al L T AIL' 1 o I-� II J22'-0" "F@ • I14'-2" I 8 bill 12'-0" I I I ■ ■ 12 'KITCHEN L>4UNDRY � GUE57 R„I ■ IMP // 1 - NE a I noI - - O I I 1t R� o� 20 e ' ;'`------------------ I M VERIFY W/ MANUFACTURE I 1 ------ LIVING _----- COVERED 01 ROOM �t` -' FOR ACTUAL OPENING ■ I ' — i BALCONY I I � j) - ■ ■ II I �11 145 ' @ 4'-011 \ 4'-6" / 12'-0" s I Y- I QUEST B,4Ti-i H33 CSMT I 1 1 I 42" HAND RAIL TO 7� I ;'�, , W/ TRSM ABV. - I ' 1 REJECT A 4" - I ; SPHERE TYP. _ ■ 1 ■ ■ EI I I I I 111ll ■ Q ■ I ■ N I I , I , 1 pfN RM _ ■ _ I I I I = j 1 I I I POLUDER I I 1 I I I ~= ■ r- 23'-1" TT 21 11 I I 4' S" 5'.211 411 T_All 1 1 I I co I ' 0 I I I I I I I I I H5 ■ 4 I I I I I I 2860 ■ ® ■ I__________________________ - _ ■ ■ ■ ■------------1 -------------- ---- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +_�7� ■ ■ - G-1 (7D 1 /4"=1'-0" G r L 0 afl i— D C �2m 20-1" 8'-011 56'-01, SECOND LEVEL 13'-4 1/2" [all I O s I"`'1011111�111111111�11117�%��IIIIIIIII�IIIIIIIII�IIII 0 I 42 HAND RAIL TO m9 IRGRESS) REJECT A 41 SPHERE TYP. 1 4 11 HAND RAIL TO ;------------- - - --- - -----------------------, W1'i `-'1 � I �. t�.t��--� I JE T A 4" S HERE +�-6- ---- -- - - - - -, i 411 141.011 $II 12'-011 -- --- — I ' I ! I ■ H5L--- J 1 I j 1 I I COHERED ' BEID RM 2 15 _ BED RM 3 ,4 NY CO - g -�11 CLG = 5ATH 2 , 9 -0 GLG B L m I � I I 1 I — 1 0 ' 1 � M. BEDRM 1 1 I O I W/ 8"+ 8" TRAY I ! 20 w 1 Il I Ll 145 I----� ' - -- --- - --- - - - -- - - --------- - --- 4'-411 ■ ■ ■ ■ 3 -6 21 / - � -------------- 42" HAND RAIL TO / \ 3' 10 1/211 61611, SOFT 3 H 41 II11 REJECT A 4" gi I I I I 24 I 1 �' i i _ ■ ■ ■ 6II '�15�RIg_C QII t M. e _0II 'cLG I .3 I'2+I-1+ R 111' 2 &' I I UJ. I .C.0LOFT OFFICE 9'-m" CLG a 5'-2" 10'-611 51_411cci <0> 411- ■ O I I I II I I I —mlill ImIlli■ ■IIIIIII 11,11011111 ■ 01111111 l 11101■III 111-TI11101111, I 111110111 30 I INLINE WATER HEATER ID� A-7 THIRD LEVEL 30 42" HAND RAIL TO REJECT A 4" SPHERE TYP. 4'•. ml 42" AND IL TO REJ CT A 4' 5P RE 7YP. ONY �I a 13 14 15 16 WALL TYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH _ W 1 SIDES OF 3 5/8" METAL STUDS @ 24" O.C. OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 BAIT. INSULATION. ONE HOUR RATED PER F.B.C., EDITION 2001 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON 3 EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. Li- WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" MISC. NOTES: 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO 5E TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A 5ATHTU5 OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" A50VE FLOOR OF TUB OR SHOWER 4. ALL 5ATHROOM FLOORS 4 EASES SHALL 5E IMPREVIOU5 MATERIALS 5. ALL FIX GLASS SHALL BE 1/411 THICK (U.N.O.) 6. DOORS 5ETWEEN GARAGE 4 HOUSE MUST 5E SOLID CORE 13/4" THICK WITH 2x4 50LID RA5BETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CON5TRUCTED OF AMIINIM NO. 21:o GAUGE (0.40 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, C.R.C. 2004 R-30e.2) WINDOW NOTE EGRESS WINDOWS SH,4LL PROVIDE A CLEAR OPENING NOT LESS THAN 20' IN WIDTH, 24" IN HEIGHT, 5.7 SQ.FT. IN AREA W/ THE 50TTOM OF - THE OPENING NOT MORE THAN 44" A50VE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" A50VE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME Of-ENING SIZES TO FIT DOORS AND WINDOWS 5EFORIE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXI5T5. <''� Air�,� �,� ) •,. # ,,,a. ct..�d saa:ra'## tI id x eat Wit 1 �'. �♦Ivlu.�a�e THESE P1AAJARr- Mirmcc MAY 8F. PA G 14 GENERAL NOTES 13 14 z • • W _ US WFto N,I 000EL o ]a--LILd 0 z 3iV) M0 N u U� IV Li o w U) 0 0 a `O m rn W n �m J IL - <4 5 wIL <" v o r /� � l`-// L ^ o < < 0 O < E -03 _� O M o'S 1 a� c F� a u ,Co 0 Q� o MM � U) L Cj W o N - w offi 3 W W C4 - Drawn by: MOH H\/N Project No. Cadd File NO.: DATE DESIGN PROGRESS 06-30-11 REVISION #1 10-03-11 REVISION NO. 1 10-14-11 PERMIT SET 11-15-11 BLDG DEPT. COM'T. 02-21-12 Sheet No: A` 2 C \ of --sheets 4 5 no 7 8 1 9 I 10 12 N M L-1 K H 5 NEOPP" CLO! SEAT BA WATERPF MEMBF u��'�IDCsE =R NE R SURE 5 V_ CRIMP COPPER. ROOFING 5 V. CRIMP COPPER_ ROOFING 26 GA_ GALV. METAL � VALLE`I' FLASHING UOOD LU 1 'S' Du1�S FASTNER AT 12'' O.G. COMPOSITE SHINGLES Z_ Q J 3/4'' CDX PL`I'WOOD SHEATHING R. COUNTER FLASHING �)R WOOD �TION - F6R BLOCK ::OFFER "L" FLASHING NEOPRENE SPACER ROOF CL IF 5 V. CRIMP TOPPER. ROOFING 10 11 12 13 14 15 16 ATTACH RAILNG Z FLANGE TO HOUSE Z w - HIP / RIDGE COVER L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 N.T.S. N.T.S. N.T.S. E Nall STUCCO ON SELF-FI 3%" RIB METAL LATH OI OVER THE BOTTOM OF W/ 2" STAPLES (MIN. 13/4 TRUSS AT EVERY RIB k (SEE F.R.C. 2001 SEC. F (TYPICAL FOR ALL SOF D C B A A-1 1/4 "=1'-0" 1 REAR ELEVATION FOP OF TIE BM. +34'-0" NCO BAND rOP OF 3rd FLOOR +25' -0" 2nd LEVEL CLG. LINE 5) +23'-0" "d fzLOOR +I1'-m" TOP OF GROUND FLOOR +m1-m11 8 9 OOiO�—TO�50*DO0Iff X IN I Win � -CO, a. h N Mn RAILS Q W u �N DIATE o a. ` 0 om ..m CL 02 3izo wv � O N~ zox a Oo �� NmaW U U n wig -Ti✓i iri n i-vG I tif—l-.VIV.7 RAIL ATTACHMENT NOTE: VERIFY W/ OWNER FOR RAILING STYLE xh "i ,� �^ ? F^ %:.� „1 3 R 4"(_ i Y✓ ;At i *ki {" i 74 Ao2� . y 1t �af'I:S ME C?i 3�`I?' s �,6, l' r 12 7 TOP OF PLATE S +3/0'-8" TOP "1)F TIE SM. +34'-0" TOP OF 3rd FLOq _ -a+25'-oll STUCCO LOUVER LOOK ■■■■1!I■iG1�7Nr■iu�i�iia■11■■■■ IIII11111!0111NM11111111 ■�� — r� Id1�11drlYrlr VrorlrldVY�YIYtl Yr VY/1/�r • 1441 1 IIII 11 III 1"'11 11111 II,%I III 1 1 IIII I I I — — 11,5 FRONT ELEVATION o-� N 15 RAISED STUCCO ALUMINIUM LOUVER DECO. SHUTTER STUCCO SIDDING LOOK 16 Li o s W rn ; 0 w a (13 N M N W � � J in a nN 4 i w 00 CM N �w y LO oW �W Z y� Z M W P7 Iq V0 D M J y Z u" N� Z 10 IZ V� .06 F < n a`•g Ulm O Ogg Q n ea W �.< a Z o"o< W — 10 G� e .0 F w o A W `` uA:z MM I�+�I rV/'11 U ) C J L z o V) V)�& Wz 0 N w 3 W^ CV U Eno Drawn b : MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 06-30-11 BID SET 08-30-11 REVISION NO. 1 10-14-11 PERMIT SET 11-15-11 BLDG DEPT. COM'T. 02-21-12 Sheet No: of --sheets - �f M 1 2 ELEVATION 1 IATEFf ALL <E 'NOTE SYMBOL DESCRIPTION O COPPER ROOF O EXTERIOR WALLS LU/ SMOOTH 5TU000 3O 12" SQUARE COLUMNS O RAISED STUCCO BAND 8 SURROUND O DECORATE SILL 4 HEADER O ALUMINIUM LOUVER O DECORATIVE MOULDING 80 DECORATIVE CONC. SIDING LOOK O L K H G �7 H A A-1 1/4 91= i f_®ff 1 3 LEFT ELEVATION 2 4 OIL TOP OF TIE BI" 1 a +34'-sa" n TOP OF 3rd FLOC +25'-m" A2rd LEVEL CLG. +23'-m" 2rd FOOR PLAN n 15t LEVEL CLG. L +9'-O" 51/8" STUCCO ON SELF -PURRING ka" RIP METAL LATH ON FELT OVER THE BOTTOM OF TRUSSES W1 2" STAPLES (MIN. 13/4" EMBED INTO TRUSS AT EVERY RIB 6 4" O.C. TYR (SEE F.R.G. 2001 SEC. R103.6) (TYPICAL FOR ALL SOFFIT) OL TOP OF GROUND +m' - 011 �r 5 6 7 0 NEOPF'�^I� CLO° SEAL BA WATERPF MEMBF 9 10 uic'ioir-iCxE R :E 5 V_ CRIMP COOPER. ROOF DD DUJCx5 =I HIP / RIDGE COVER L-10 N.T.S. 12 13 14 15 10 Z .® W ® CL STUCCO �Q CL NM rnM 2� GA. GALV. COUNTERFLASHING 5 V. CRIMP W Q W wi N N GOOPER FLASHING METAL. ROOFING it < a �v ^n co^ owto 2ro GA. GALV. METAL ® ` ® m `t0 3o Y VALLEFLASHING® is p w z` :d DETAIL SHOI.UN FOR WOOD ® W No ax 0m w _ FRAME CONSTRUCTION - /' FASTNER AT 12" O.C. U U I� DETAIL SIMILAR FOR BLOC;< CONSTRUCTION COMPOSITE SHINGLES ( _ SEALANT -q METAL "L" FLASHING 5/S" CDX FL."rWOOD SHEATHING — NEOPRENE SPACER ROOF CLIP 5 V. CRIMP --- GOOPER. ROOFING FLASHING DETAIL in L " P 4J�✓ " �y AiR C R F t r 1 4 #9 6 -7 9 10 1 1 12 13 14 17 16 uj a ;: o *. w j NSF w a W j w Q® m m m in mM r N 0- co w 10 W W _Z ;Z Z M D m 0_J �Z ULL �J sZ v0 �� 3a �Z �� 0 �m H 60 <10 ads n V / U # -- a .r+ CD<" U 3 O Z. L7 0 Z �IL a� O W ` � W d z WEe Go C 3LOr O • • em O Drawn by: MOH HVN Project No. Cadd File NO.: E F SS 06-30-11 08-30-11 REVISION NO. 1 10-14-11 PERMIT SET 11-15-11 BLDG DEPT. COM T. 02-21-12 Sheet No: AM LI 9 of --sheets E_ D C B A 2 3 4 5 6 8 9 10 11 12 13 14 15 16 Z • • a 0 jZ^y Z Z WM' �j V �M d in., iQ W U " N ®� - • m vf0 4 r n (1 z N V ..v '. ..... .. s p w L Q N = Q ® �� Nma� K �7 h A-1 1/4 of= 1$ _0„ 1 RIGHT ELEVATION Y„JJ f Y%?�� PP iiJJ r3 g b dKeu ti iz+�J`ik�b}IW+t"i't�Y�� q��ruy►L DES APE 4k MCTAI onl= 10 11 12 13 14 s TOP OF TIE BM. 6 +34'-0" TOf1 OF 3rd FLOOR �7n +25'-0 2rd LEVEL CLG. LINE a +23'-m" 2rd FOOR PLAN +11'-m" let LEVEL CLG. LINE c a +91_m1 OP OF rzROUND FLOOR -a +0i-0n 15 16, M a o ', L r w O a s N tn - m U) N n Cli Q � J it M tD p' n N Co ® w I� 10 10 W WC W _Z V N I W l,- J 0� M V u� sz Qf v 0 U) �Q V� Z U H o F < q IL _ V J U36� v s <- O CD o L_ s;F °a u aa. _7 �9 ®$U r LLJ i ` a 9 � J oa6 W E` o - 0-5 r O V O J W � J cn w � r. Drawn by: MOH NVN Project No. Cadd File NO.: DATE PROGRESS 06-30-11 T 08-30-11 N NO. 1 I 10-14-11 SET 11-15-11 EPT. COM'T. 02-21-12 Sheet No: of --sheets 3 4 `� H 9 10 1 1 1 2 13 14 5 1 6 N M L 191 H G D C H 1 1 2 A-5 SECTION i x`k .si5 i3i 1 Y krkp� k'k5x5'�M.. #fig9$ 9` Lc �i �� aw��"4sa �,.o�'►�M+kP� �w @ [ tl ��1r•� � � UIX G CODE € t i i fn R..: ;~LY,v TOF OF T f E 511. 41-01' - (42'-0" NAVD) TOP OF 3rd FL001P, 7'-0"=(33'-O'' NAVD) 2rd LEVEL GLr_;:. LINE ?3'-O'I = (31'-0'l NAVD) 2rd FOOR FLAN z 0 +11'-O" = (1e.0' NAVD) 15t LEVEL GLG. LINE +9'-0" = ( 11.0 Nt4V[)) lu Z ° • z Z o z �� Wd. NN WM M� a �, I Vl I Q � LU O - ® log�N �� < a oLu(D -M VLn 0 Z U)ZO Wv o a 0 yLd N O d W Ix U U m W a M o w m C W o a Ln r .......... m W N ...:.. Q J �\\ LO \1/r`N U s J d IN K • .0 ®W W Z :S Z M QJ u LL �J �0 N W� 1U �Z �® �m H o� < m� a N U� 3 0 zag o O a� O \_J 23 CUD t ao U ~� Oz LLJ wz `dog /i E c O o 0 v boo w � Q 0 � Z a � v E �1 �vI11V1 ~ �` Z � Q 3 CV D Q Drawn by: MOH HVN Project No. Cadd File NO.: C DATE DESIGN PROGRESS 06-30-11 BID SET 08-30-11 REVISION NO. 1 10-14-11 PERMIT SET 11-15-11 B Sheet No: AUZ A of --sheets 3 4 5 I 7 I 10 12 13 14 15 16 ATTACHMENT 1 EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4'' x 3-1/4" LONG TAPCON TO GONG. 1/4" x 3-1/4'' LONG TAPCON TO GONG. ATTACHED DOORS WITH 2" 012 SREW ATTACHED DOORS WITH 2" 12 SREW DIRECT TO BUCK AT 6'I FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 1211 AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. cP� C). M ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR V ° 2x6 PT. TO CONCRETE WALL WITH lx6 PT. BUCK ATTATCHED WITH 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4'' LONG TAPCON TO GONG. 6 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" 012 SREW X SEE GARAGE DOOR DETAIL M-14 DIRECT t0 BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L L-1 OPENING ATTACHMENT N.T.S. J H t:x1. �IUC.C. CONCREI BLOC SOLID GROL 1/2" DI EXPANSION BOL' AT 16" 0. 6" FM TREA1 2x6 NAIL DOHOI-02 H-1 N.T.S. IG C CONCRETE MA: STUCCO FINISH CONT. SEALANT ANDERSEN CASEMENT WINO DOOR RECESS DOOR STOP DOOR_ SEE SCHEDULE DOOR TRACK BY DOOR MFR. GARAGE DOOR JAMB "xP.T.FURRING 5/5" GYPSUM BC"RD ON FOIL BACKEr, INSULATION 2"x P.T.WOOD BU(:K CORNER BEAD C%YPSUM BOARD CONT. SEALANT 1/4" SHIM SPACE D-1 CASEMENT WDW. HEAD N.T.S. NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. C CONT MARBLE 5 IN GROUT i CONT. SEAL H I 5/8" GYPSUr ON 1x P_T_ R-42 FOIL INSULATIOi` A-1 N.T.S. ANDERSEN CASEMENT WINDOW /4" SHIM SPACE :ONT. SEALANT !"x P.T.WOOD BUCK RAISED STUCCO 3AND REINFORCED WITH iALV.111ETAL LATH :ONCRETE SILL CAP CASEMENT WDW. SILL AT CONCRETE WALL 4 5 6 MK SIZE LOCATION TYPE no3680 FRENCH ENTRY DR (+) 10 2080 FRENCH STORAGE 103 (2)3080 FLEX ROOM 104 2880 GARAGE 105 16' 0"x8'-O" OH. GARAGE 201 (2)2880 BED ROOM 20 III SLDG G6 DR LIVING ROOM OD 20 2880 LAUNDRY RM 301 (2)2880 BED ROOM 30 (2i2680 LOFT 30 12080 5LDCz CGS DR LIVING ROOM O 30 2860 AC STORAGE 30 2880 BATH RM 2 7 8 MANUFACTURE CLASS DESIGN PRESSURE ANDERSEN IMPACT +44.8 / -56.5 IMPACT +41.6 / -51.8 IMPACT +44.9 / -492 THERMA TRUE IMPACT +41.1 / -513 RAYNOR +50.6 / -552 ANDERSEN 3/16" IMPACT +453/ -49b WINDOOR 3/16" IMPACT +418 / -46.0 ANDERSEN 3/16" IMPACT +41.61 -51.5 ANDERSEN 3/16" IMPACT +453 / -49b ANDERSEN 3/16" IMPACT +463 / -59.4 WINDOOR 3116" IMPACT +42.1 / -46.9 THERMA TRUE 3/16" IMPACT +41.6 I -518 ANDERSEN 3/16" IMPACT +41.61 -51.5 9 PRODUCT PRESSURE ATTACHMENT +65 / -10 ATTACHMENT I +50/ 405 ATTACHMENT 1 +50/ -65 +51/ -61 +10 / -80 ATTACHMENT 2 +50/ 405 ATTACHMENT 3 +50/ -65 +50/ -65 +50/ -65 +1 -64 -53.1 +50/ -65 +5i/ -61 101 5450 CSMT O ANDERSEN IMPACT +46.9 / 40.6 +50/ -65 UA 102 5450 CSMT D IMPACT +411 -51.1 +50/ -65 m z 201 2440 CSMT 10 IMPACT +493 / -ill +61/ -132 p 202 5'-4"XI'-4" TRSM O IMPACT +50.0 / -543 +10/ -15 CSMT 2440 203 O IMPACT +493/ 535 +61/ -82 20 2440 CSMT 1O IMPACT +480 / -53.0 +64/ 48 (2) 2850 CSMT WITH 205 8" FIXED TRSM 2 IMPACT +45.9 / -50.2 +50/ -65 lll Y_ z 20 (2) 2450 CSMT WITH 2 IMPACT +46.4/ -50.6 +64/ -68 1'4' FIXED TRSM O ZZ 20 (2) 6'-0"XI'-8" TRSM O3 IMPACT +432 / -47.4 +10/ -15 20 (2) 2850 CSMT WITH 2 +459 / 502 IMPACT I'-8" FIXED TRSM +64/ -68 �A45 1845 CSMT WITH IO +50.0 / -543 +61/ -82 1'-8" FIXED TR5M IMPACT 0 301 +2440 CSMT D IMPACT +50.0/ 401.0 +61/ -82 30 2440 CSMT O IMPACT +50.0/ -543 +6V -82 (30 (2) 1850 CSMT. O IMPACT +46.9 / -51.1 +50/ -65 V40 CSMT lO IMPACT +50.0/ -543 +61/ -52 30i3 2440 FIXED WD. O3 IMPACT +49.1/ 652 30 2450 C5MT lO IMPACT +50.0/ -543 +61/ -132 30, )450 CSMT lO IMPACT +50.0/ -543 +60/ 65 30 2450 CSMT IMPACT +50.0/ -543 +601 -Ill (22450 CSMT ID IMPACT +413/ -51.5 +60/ -64 NOTE: (s) EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN 1112" FIE] O � TEMP. ss O O NOTES: 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) 15 SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. A-4 EXTERIOR OPENING SCHEDULE 1 /4"_ 1 ll_ o., n � O ATTACHMENT 10 11 12 13 1 14 Fr 4 s k 1 t etaA„ivrk 4"a�. �t.baM��6�zec"«6eS�ar"s MK SIZE THK TYPE FIN. MAT'L FRAMIE THRH REMARKS 1 3280 1 3/4" A paint sr- wd. Wood 20. Minutes and provide closer / garage 8 house 2 2580 1 3/4" A paint S.C. Wd. wood 20. Minutes and provide closer / garage 4 house 3 2880 1 3/4" A paint S.C. wd. Wood ® verify w/ elevator contractor for size require. 4 2880 1 3/4" A paint S.C. wd. wood 20. Minutes and provide closer / garage t house 5 2880 BF 1 3/8" A paint S.C. wd. wood 6 2580 1 3/4" A paint S.C. Wd. wood ® verify w/ elevator Contractor for size require. 1 30BO bifold 1 3/8" D paint s.C. wd. wood 8 2880 1 3/4" A paint S.C. Wd. wood marble thrh. o bath only 9 2880 1 3/4" A paint S.C. Wd. wood 10 2580 1 3/4" A pa int s.C. wd. wood 11 2550 1 3/4" A paint S.C. Wd. wood marble thrh. 9 bath only 12 2-850 bifold 1 3/4" D paint S.C. wd. Wood 3 2880 1 3/4" A paint S.C. wd. Wood ® verify w/ elevator contractor for size require. 14 211 1 3/4" A paint S.C. wd. wood 15 2-3080 1 1 3/8" D paint S.C. wd. Wood 1 16 2880 1 3/4" A paint S.C. wd. wood 11 2880 1 3/4" A paint S.C. Wd. Wood W LI 1 18 2680 1 3/4" A paint S.C. Wd. wood marble marble thrh. g bath only 19 2680 Br 1 3/4" D paint S.C. Wd. wood z 20 2650 Br 1 3/4" D pa int S.C. I wood 00 21 2-2080 1 3/4" A paint S.C. wd. Wood 22 2880 1 3/4" A paint S.C. wd. Wood 23 21l 1 3/4" A paint s.C. wd. Wood O24 2L80 3/4" A paint S.C. wd. wood 25 3080 BF 1 3/4" D paint s.c. wd. wood G 10 N.T.S. 1/1" GYPSUM BOARD 0 1N I INTERIOR DOOR & OPENING 15 16 ANDERSEN FIXED GLASS SYSTEM CONT. SEALANT.. 1/4" SHIM SPACE MARBLE STOOL SET C01 BEAD IN GROUT BED CONT.-SEALANT ANDBACKER 5/8" GYPSUM BOARD 2"x P.T.WOOD BUCK COST. SEALANT • CONT. SEALANT--' •• 2"xP.T.WOOD 1/4" SHIM SPACE .A.'.. ' A •di BLOCKING ANDERSEN • a CASEMENT WINDOW 1/2" GYPSUM a•• POURED CONCRETE SILL BOARD ON i"xii FURRING CONT. SEALANT G STUCCO FINISH R42 FOIL BACKEDD v INSULAT ION CONCRETE MASONRY UNIT ; STUCCO FINISH v A A- D -10 FRENCH DOOR JAMB m m N.T.S. IN -SWING POOR SIMILAR O DOOR -SEE SCHEDULE INISH- SEE SC EDULE� ALUMINUM TREAHOLD SEALANT O - p • SLOPE va" P�FR p .d. O COMPRESSIBLE FILLER CONCRETE SLAB DTHm2-02 A-10 FRENCH DOOR SILL N.T.S. 1 D-13 N.T.S. A-13 N.T.S. T FIXED WDW. SILL HEAD, JAMB SIMMILAR CONCRETE MA: STUCCO FINISH CONT. SEALANT ANDERSEN OR EQUAL DOC :RING BUM BOARD BACKED ON 70D BUCK BEAD BUM BOARD :ALANT [SPACE FRENCH DOOR HEAD Z • • Z _ C _ V Z w* MN Kin �V)[L Q W LL N E 3U..n 0 <0 < a o W m. . • �m �m O OR vWv C N ox �z NoaW 0 �� M U UR N a o w rn Li w pa Lo 1 Mm w W n Q M � J 0 W) M01 r n N 00 IN Ile m w M N. `, a K w0 LO LO oLU W otW Z y0 ZW IN c V M 0 Z Vs 0 �Z .o�an Pt�n I UC_O � .CD w - z. ZZ _ 0 g C 3 a `� a LIJ _ 1 o < d Z O � � Ecw O �Or Q OL• a� � o w AWE rT' � � O F !� Z O CI) E � FBI 7 � LLJ ^� U�� CV C � O E* Drawn by: MOH HYN Project No. Cadd File NO.: E PDESIGNN ESS 06-30-11 08-30-11 REVISION NO. 1 10-14-11 HOLLOW CORE 10-30-11 PERMIT SET 11-15-11 Sheet No. (9ASA A of --sheets 1 2 3 4 5 6 7 8 9 10 12 14 15 16 N SECONDARY POUR others) b (Y #4 BAR CAST IN BEAM A 3'-4" O.C., #3 BAR COt AND #4 BAR GROUTED IP CORE, ONE PER PLANK. (by others) M L K G .��"rnooinir_ HGI SEGTION SCALE: NITS. HGI SECONDARY POUR (by others) t2" TOPPING BY OTHERS ,v1�t' U 0000 8" H.C. 6„ H.C. 3 2"t 4" BRG. 3 1 LAP VARIES C 1-1G2 SEGTION SCALE: NTS. 1 C2 SECONDARY POUR (by others) t2" TOPPING BY OTHERS :. 000 000 8" H.C. 6" H.C. LAP VARIES LAP VARIES #5 BAR CAST IN BLOCK 3'-4" O.C., 3 BAR CONT. & 4 BAR GROUTED IN CORE @ 3'4' C.O. (by others) 3 SEGT ION SCALE: NTS. SECONDARY POUR (by others) F #5 BAR CAST IN BLOCK 3 -4" O.C., #3 BAR CON AND #4 BAR GROUTED IN _ CORE, ONE PER PLANK. (by others) 1 4 SEGTION SCALE: NITS. SECONDARY POUR D (by others) ,� 0 0 ® 0 #4 BAR CAST IN BEAM AT •' 3'-4" O.C., AND 8 H.C. 3 BAR CONTINUOUS. by others) LAP VARIES c� SEGTION SCALE: NTS. SECONDARY POUR (by others) B #5 BAR CAST IN BLOCI, 3'-4" O.C., AND 3 BAR CONTINUOUS. by others) Z6 SEGTION A _ SCALE: NTS. 1 i 2 TOP OF FLOOR TOP OF FLOOR ELEV. 24'-&" EL.25'-O" 4 CB-1 LB-1 CB^8 ELEV.24'-6" EL.25-O" 13'-4" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ '■ ■ ■ Iml■ ■ ol {K Lu z ■ ■ CB-4 O LL � � p or a) p r W SLOPE 1/4" PER FT o- T8 0 ■ �L oW ■m7■ 1%00■ ITOP OF FLOO LL EL.25'-O" LL .; ..,. HOLLOW GORE HG2 O �n ,.; 6" W/ 2 TOPPING O U 6" 8" HOLOW CORES 5Y5T=_ ' ,L -H I" GYPGRETE MINIMUM GS-1 �dJ ■ ■ ■ HIS. 4 /6 CB- I OPEN (� 3' 4" 8'-10" 1'-4" _ LNU Hca - Lu _ - o S'-8" 4'-8" i;; GB-3 CC5 CB-3 ■ ■ ■ ■ ■ ■ ■ =gym o o p OPEN = ■ }-}- -} U- v LL W o o �i I I�Ij 1 ■ ■ i ■ ■ � •*ii i 1 i �� ii 1 ■ GB-4 TOP OF FLOOR TOP OF FLOOR ELEV. 24'-&" EL.25'-O" NOTES ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACING 1 GANTELIVER OF FLOOR TOP OF FLOOR LB-1 EL.25'-O" ELEv.24'-6" ROOF AND FLOOR LAYOUT PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATION, FEEASIBILTY AND ARCHITECTURAL AIDE, TRUSS MANUFACTURE IS RESPONSIBILEE FOR IE OPENING SIZES TO FIT DOORS LAYOUT, SPANS AND ALL TRUSS TO TRUSS CONNECTION. ANY DISCREEPANGIES N-NOTIFY ANNAM CORP. IF FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE MODIFIED OR APPROVED BY THIS ENGINEER AND THE ARCHITECT PRIOR TO THE FABRICATION OF TRUSSES. SECOND LEVEL HOLLOW CORE J 10 EL. 11'-O" EL. 12'-0" rOP OF FLOOR TOP OF 5M 12 1 m 6" HOLLOW GOR U SLOPE_ 2."_, 6" CB - C4 All t r i t, m }"'ym � ��i s,re�3a+ma�.r.�c�mtr.� 1Ndn i r$4� �trSa�9n+ Q 1 pSNM� U n $ilb MEW EL. T-6" rOP OF BM ■1 T F' vM"�', a+ r; I'; r z b✓p,I;.. 7 EL. T-6" rOP OF 5M 13 m W O A SECONDARY POUR (by others) 4 BAR CAST N BEAM A 3'-4" O.C., #3 BAR CON AND #4 BAR GROUTED IN CORE, ONE PER PLANK. (by others) SE(�;T 1 ON SECONDARY POUR (by others) f2" STOPPING BY OTHERS .. 8" H.C. / 6" H.C. 3"t 1 /2" BRG,; 3" t 1 2" BRIG. #5 BAR CAST IN BLOCK AT 3 -4" O.C., #3 BAR CONT. & _ #4 BAR GROUTED IN CORE, ONE PER PLANK. b others) ) SE'GT I ON SECONDARY POUR (by others) #4 BAR CAST IN BEAM A 3'-4" O.C., #3 BAR CON AND #4 DAN GROUTED IN CORE, ONE PER PLANK. (by others) a `i_GTION LINTEL SAFE LOADS TABLE (CAST—CRETE) MARK LENGTH OF LINTEL GRAVITY 2231 UPLIFT 1569 LATERAL 1025 LINTEL TYPE 81_18 A 3'-4" B 4'-0" 1966 1599 1217 1062 743 554 475 1363 1207 1016 909 727 591 530 765 592 411 340 424 326 284 81_18 8U8 8U8 8U8 8U8 8U8 81-18 C 4'-6" D 5'-4" E 5' 10" F 7'-6" G 9'-4" N 10'-6" BEAM SCHEDULE ol CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM �9 r W m Q- O MARK SIZE TOP STL. DOTTOM STL. MIDDLE STL. REMARKS '- G5-I 8" x 12" 2- # 5 2- # 5 - #3 HOOPS © 6" O.C. STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 CB -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS © 6" O.C. C5-2 12" x 12" 4- # 5 4- # 6 #3 HOOPS ® 8" O.C. G5-3 8" x 18" 2- # 5 2- # 6 #3 HOOPS ® 6" O.C. CB-4 12" x 24" 3- # 5 3- # 5 5- # 5 #3 HOOPS @ 6" O.C. G5-5 12" x 30" 3- # 7 3- # 7 2- # 7 #3 HOOPS @ 8" O.C. CB-6 1 16" x 24" 4- # 7 4- # 7 2- # 7 #3 HOOPS @ 8" O.C. GE3-1 8" x 24" 2- # 5 2# 5 2 # 5 #3 HOOPS @ 12" O.C. GB-S 8" x 28" 2- # 5 IN 2 6LAYERS 2 # 5 #3 HOOPS © 6" O.C. C5-9 8" x 18" 3- #6 3- # 6 #3 HOOPS © 8" O.C. CS-10 8" x 24" 2- # 6 4# 6 #3 HOOPS @ 6" O.C. GB-11 12" x 18" 3- # 5 3 # 5 #3 HOOPS © 12" O.C. :IES JT CB-12 8" x 16" 2- # 5 2 #6 #3 HOOPS ©8" O.C. CB-13 8" x 12" 2- #6 2- # 6 #3 HOOPS @ 8" O.C. L5-i 8" x 8" 1- # 5 PRE -CAST LINTEL 1. ALL LINTEL$ TO BE BY CAST CRETE AND POURED SOLID UJ/ BLOCK AND BEAM ABOVE 14 15 16 • Z W -- z Z .NWMMNrn a up v W w NI rdN OO SQ L) r.n a.m ow � m v c� OZ v3izpw„ w H rz NZ OQ W N o EL m UR I! M a o w rn iz 0 w a in N > m m N w a 5 n m J ®g°- M 0. n N OD La t\ ®�• K w 10 N Lu r I� M O �i Z U t_ �J t Z �0 N Q V) �Z 10U H o O W o W� N $ Q ;ill ca U / � z: z-'6 3 `oU �5o O �Cg' �I Y 9 a a —J � to° o CDeo< a Z oo< EC o am c s ^� O U Cn W O J A LL M� A M� z o �q �v Li l U K J (n z O to W N D U MOH Drawn by: HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 06-30-11 HOLLOW CORE 10-30-11 PERMIT SET 11-15-11 BLDG DEPT. COM'T. 02-21-12 l . B Sheet No: Q� o i] A of --sheets 3 4 5 6 7 D 10 1 1 12 13 14 15 I 16 - USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N MARK STRAP DESCRIPTION NUMBER OF 10d COM. NAILS UPLIFT Lbs REMARKS LATERAL FI LATERAL F2 A USP HTA20 (6) 1Od 980# 590 660 $ USP HTA20 (9) 1Od 1480# 590 660 C USP HTA20 (10) 1Od 1500# 590 660 p USP HTA20 (2) (10) 1Od 3000# (ONE PLY) 1180 1320 M E USP HTA20 (2) (10) 1Od 3000# (ONE PLY) 1180 1320 F USP RT16 (8) 10d E.E. 1030# 645 650 (� USP RT24T OR RT24TF 5 16d E. ( ) E. 900 # ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING I USP HTT22 (32) 1Od 5370# (1) 5/8"x 12 E.B. _ - L i USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: I. Where more than one strap is used, multlply the uplift capacity by the number of straps. Example: # of straps 2D Mark 2xl240lbs = 2480 lbs uplift capacity 2. The uplift For each truss/girder is less than or equal to the uplift capacity for the specified anchor. 3. All truss to Concrete Connections to be MARK A, unless otherwise noted. (This means that any unmarked trusses have an uplift range from 1 to 1300 Ibs). J 4. All truss to wood connections to be MARK I, unless otherwise noted. (this means that any unmarked trusses have an uplift range from 1 to 1475 Ibs). 5. Alternative truss anchors w/ equal uplift k lateral load capacity maybe substituted w/ engineer's approval. H G C E D D B A GABLE END TRUSS (IF APPLICABLE), SEE ROOF PLAN PROVIDE 1/8" SPACING AT PANEL EDGES AA00 3/4A"PS / RE ING WO F ® 24" OCSEPLAN) TRUSSES 24LEODSETHING \ i \ Q \ \ \ \ / PROVIDE 2x4 BLO KI Is ALL PLYWOOD SE MS \� \ BETWEEN IST (3) TRUSSES \ \\ NAIL SEAM w/ 10d o 4" O/C \ LAfERAL BRACING= EACH SIDE OF SEAM \. \\ REf:2-''REC 'SEE ' P. \ \ \ yyr-- SECTION) \ \\ \\ NAILMG SCWED6h--F CBLOC KW- DIAPHR46M) 1/I6" SPACE AT QI EDGE NAILW- 10d ® 4" O.C. PANEL ENDS 02 INTERMEDIATE NAILING 10d a 4" O.C. Q3 BOUNDRY NAILING 10d ® 4" O.C. END BLOCKING ® COMER NAILING 10d • 4" O.C. BEHIND FASCIA BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) PANEL FRAM'e. TRUSS MIN. PANEL NAIL SPACING COMMON �+ DIAPH BOUNDRIES -a OTHER PANEL EDGES GRADE SPCG. THICKNESS NAIL SIZE REMARKS ROOF 5N ATRHINCs 2ATED'-011 3/4" 4" 6 ZONE 1,2 4" 6 ZONE I UNBLOCiGED DIAPHRACsM 1 EXP. I MAX. MIN. 10d UN.O. ON PLAN 4" m ZONE 3 " 4" o ZONE 2 $3 APA RATED TECs GLUE AND SCREWED UN.O. ON PLAN L,4TElz>4L BRACE Imaxa MIA I X M 001 Ink"'IMA K A-5 1 /4"=1 '-0" D I ,• . =S DNA L IT 15 THE RE5PON51BILITY OF THE BUILDEWPER50N5 EREGTIN6 THE TRU55E5 TO IN5TALL ADEQUATE BRAON6 TO PREVENT TOPPLING OF TRU55E5. FOLLOW ALL APPLICABLE REGOMMENDATION5 IN TPI PUBLIGATION " PERMANENT 2" X 4" DIA60NAL BRAGIN6 IN THE PLANE OF THE NEARE5T M93 MEMBER GONNEGTION WITH (2) - 16d NAILS IN EAGH 1-F IN AT LEA5T (3) TRU55E5 AT APPROX. 4b DEBREE AN6LE. (REF: HIB-ql, Fig. 371, 3& $ 361). PERMANENT BRAGIN6 IN THE PLANE OF THE 5TRUGTJRAL BOTTOM CHORD OF THE TRU55. GONNEGT 1-�IITH (2) - Ild NAILS IN EACH TRU55 (ROOF ONLY). ter_ 'Npg Z c ' G ` yI tt�6i.S.✓yt%nebv �1de11(t ilk..0446ar1id "ic 15, ,F x o o JYr L =�a THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADO FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 450 LBS PARALLEL TO WALL = 300 LBS FN. LP-IAT I C F=A5T N R LEGEND NOTE: ALL FASTENER AND NAILING TO BE 6TAILE65 STEEL FNEUI1 14TIC FASTNERS - ITUJ RAl ISET / RE[)I4E,41) APPL I CATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"xl-3/4" BLOCK OR TIE BEAM TAPCON (4) FER STRAP NON BRCz. WALL SILL 300 HD SERIES 5/32'' DIA. SHANK PLATE TO GONG. SLAB 1/8" WASHER 1524 SD 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG LOGO STAMP 1,IETAL LATH 4 LIRE FASTNERS - PNEU®F,4ST C®, APPLICATION SIZE TYPE SPACING REMARKS 16, GUAGE W/ fo" APART WIRE LATH MIN. 11/4" • 101 - I SIDE LAPS PENETRATION 9" APART 3/8" RIB MTL. LATH MIN UAGE W/ 0101 - 1 SIDELAPS 35023�'B.0 SECT. PENETRATION e" APART 3504.2(CX1C1C) 1'*1ET.4L ROOF TILES - ATLAS COLLATES NAILS APPLICATION SIZE TYPE SPACING REMARKS 010-12x1" PANCAKE GALv. PER TILE SEE F.RC. 2007 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. Rg05.3.5 W. *2 PHILLIP- SEALENT S.STL. SPEC'S AND S05.3.6 ROCF/UJ/ALL 6+'4EATh41NG - ATLAS COLL4TED NAILS APPLICATION SIZE TYPE ACING REMARKS 3/41' ROOF SHEATHING 3" x .148" Sd S.S. ROOF - 4" LUALL SHEATHING 2 1/2" x .131" RING EDGES - 4" 0 SHANK ALL ROOF / WALL SHEjATINING NAILED 4" O.C. NOTES: -- 1. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL. BE AS PER MANUFACTURERS SPEG'S. 4. ALL FASCIA MATERIAL SH4LL BE HAND FRAMED. Z •• w 0 t ^' Z MN �/ Wm 0 NJ " Q LU IL N ® N 0U ..n 0 <a CL ®Z vi o w v j�e �- ® N ® o_< � � C14 — U U 0 0 L r D a i N in L fO m En w n N a � � r N 0 r N qh co c7 ®W N Valli K 01 V) 13� LU - LU Z Z N M W M Z �Z �0 D y < N V) Z S u B "mot. n CC O dON .. U�T� 3 \.Dsl _ a. Zi a. < c U ay® ®;a 10o 0 L� Caz o < E`o 0 700, 0 D e o e rou FDrownby. MOH HVN Cadd File NO.: DATE DESIGN PROGRESS 05-30-11 BID SET 08-30-11 HOLLOW CORE 10-30-11 PERMIT SET 11-15-11 BLDG DEPT. COM'T. 02-21-12 BLDG DEPT, COM'T. 02-27-12 Sheet No: AOO 04 of --sheets E 0 A 1 2 4 8 g 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 16 M K H G E D C B A G-1 1/4 01=1 $—of) SECOND LEVEL --------------------- il i o � A-, 1/4 90=1 '-0" 1 FIRST LEVEL 2 � 3 4 5 6 0 9 10 12 ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL Q� A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. CsP.G.I. WEATHER PROOF DUPLEX OUTLET a TELEPHONE JACK TELEVISION JACK O CENTRAL VAC. HOSE OUTLET 34 WALL SWITCH 34tO 3-WAY WALL SWITCH 641W 4-WAY WALL SWITCH 44" DIMMER WALL SWITCH Q PUSH BUTTON SWITCH WALL OR CLG. MOUNTED FIXTURE J. BOX 1 -(`ram JUNCTION BOX P.C..l PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE VAPOR PROOF RECESSED FIXTURE FLOURESCENT LIGHT FIXTURE F--� FLOOD LIGHTS O EXHAUST FAN ® SMOKE DETECTOR O THERMOSTAT 67 SPRINKLER TIMER INTERCOM K/F SECURITY SYSTEM KEYPAD _�l MOTION DETECTOR 0 CHIME O CABON MONOXIDE DETECTOR G DOOR ALARM SOUND WHEN OPNED -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP$L THE LOCATION SERVICE AND SHALL LOCATE THE METER d PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2002 NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MUST BE METAL OR U.L. RATED FOR USE IN ONE POUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE G.F.C.I. TYPE. - 20 AMP_ CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR. -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF - ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK : THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) G14 13 GENERAL NOTES z • • _ N- 0§ � W;0N Mm � Q a a. wa 09 N 0 < a o LMLi • �m G. �m 0i 3 z CC (Ap o of z �u N U8 M a o Inrn a o j � N m m w n r inIn r 01 r N 00 m a. "'w J ; K oW W Z y� C4 w �r^ oeM vv DM J yz ULL �� }z �0 �0 3~ Z0U mL0L— H 6 (L ; F 0 G a L_)_ w21 e -.0z° U Ego J eC€ o u n� Drawn by: MOP HVN Project No. Cadd File NO.: E F ESS 06-30-11 08-30-11 REVISION NO. 1 10-14-11 PERMIT SET 11-15-11 Sheet No: of --sheets E 91 C 11 A 14 15 16 1 2 3 4 5 6 7 8 9 10 1 12 N M K H G D C 5 A-1 1/4 If= i ' — 0" THIRD LEVEL - - INLINE WATER HEATER ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL IJ A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED Wp- GF.C.I. WEATHER PROOF DUPLEX OUTLET a TELEPHONE JACK TELEVISION JACK O CENTRAL VAC. HOSE OUTLET WALL SWITCH 3-WAY WALL SWITCH 4-WAY WALL SWITCH �4Q DIMMER WALL SWITCH Q PUSH 5UTTON SWITCH WALL OR CLG- MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. SOX 1 �Y}- JUNCTION 5OX P.C. 1 ` �, PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE —� FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN O SMOKE DETECTOR O THERMOSTAT Bt SPRINKLER TIMER INTERCOM K/P SECURITY 59'STEM KEYPAD MOTION DETECTOR 0 CHIME 1 a� v � 13 14 TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 15 16 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.G. 10,000 ELECTRICAL FANEL 'A' 5RKR. WIRE LOAD (W.) DESCRIPTION CKT" CKT" DESCRIPTION LOAD (W.) WIRE SRKR. 40/2 08 1,500 A.H.0 +1 W/ I-IEATSTRIP 1 2 A.C. COMPRESSOR 41 5000 N/C 08 30/2 3 4 20/2 010 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 "6 40/2 1 8 20/2 010 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 «10 25/2 11 12 20/2 010 2500 DRYER 13 14 SUS-PNL S 12,225 % 60/2 15 16 20/1 012 1200 WASHER 11 18 IRRIGATION PUMP 3500 «12 25/2 20/1 *12 1200 JACCUZI PUMP 19 20 20/1 M2 O2 LAUNDRY LIGHTS 21 22 G.F.I. RECEPT. O "14 20/I 20/1 012 O2 GF.C.I. RECEPT. 5ATHROOMS 23 24 EXTERIOR LIGHTS 20/1 012 G.F.I. RECEPT. OUTSIDE 25 26 SPARE 20/1 012 G.F.I. RECEPT. OUTSIDE 21 28 SPACE 20/1 012 SPARE SPACE 31 38 39 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING: FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10,000 SUS - PANEL S (GENERATOR OPTIONAL 5RKR. WIRE LOAD (W.) DESCRIPTION CKT0 CKT" DESCRIPTION LOAD (W.) WIRE 5RKR. 20/1 012 O2 G.F.I. RECEPT. GARAGE 1 2 Gr-Z.1. RECEPT. 5ATHROOM5 DEN / GUEST O2 012 20/1 15/1 014• M. BEDROOM 3 4 •14 15/1 M. BEDROOM 5 6 DEN/ GUEST M. 5ATH LIGHTS 1 g 5ElijROOM "Z M. 5ATH LIGHTS 9 10 EEDROOM «3 KITCHEN LIGHTS 11 12 LIVING ROOM 20/1 012 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 012 1200 DISHWASHER 15 16 DI5fbO5AL 1200 1200 012 012 20/1 -20/1 20/1 012 1200 GARAGE DOOR OPENER 11 IS MICfQpWAVE 20/1 012 SPARE 19 20 SPARE 40/2 08 1500 A.H.0 02 W/ HEATSTRIP 21 22 124 A.C. COMPRESSOR 02 5000 N/C *8 30/2 23 SPACE 25 26 SPACE 21 28 29 30 1U ALL BEDROOM CIRCUITS SHALL 5E ARC -FAULT PROTJ CTED (NEC 210-12(E3) zU GEN LIGHTING ( 3400 SF s 3W/SF) = 10200 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BA;_ ,()N1') LOAD CALCULATIONS Ist 10.0 K.W. ,8 100% 10.0 REMAINING K.W. a 40% 15.5 A/C HEAT STRIP @ 65% a.15 35,250 K.W. 3-02/0 COPPER IN 2 " PVC MAIN BKR DK200 COMBO 200 NEUTRAL 3 MAC. 01 AHU. M ❑� 4 AMP s 1Rr TIN DRYE O Rm 6 IEQUIP. 8 METER MAIN FEED BLANK BLANK 10 THROUGH LUGS FILTER UNDERGROUND TO FP4L TIE-IN LOCATION #4 COPPER GROUND TO 5/8x8' GROUND ROD 4 COLD WATER PIPE 8 FOUND. STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPLI' W1 NEC 410-8 35250 240 V. 14-1.0 amp. G14 I GENERAL NOTES 2% W/ 108 NEUTRAL IN 3/4" P.V.C. tie 0 a Qt I. — (ZZz V S Fm w� oN WM M� — a rM o,M W 0 0 L I N N a oS < • -m SG 0 Z t3i p i-.v Ox D M C4 M U M a o Lj F4 __�A a _1_. p 10 L m CO cn w � � m � J N N ro M ONO OP it4Cd 00 M w N �w 10 10 y n1i oe oW W Olt Z y0 N W M 0 M J rl1 V D M J yz u U. sZ �0 ] ~ a � y0 o: '�0 U m H z 6o Q� a. C) I— ; t� CDZ« a —J < c : ofNit< G /'�/ LL 06 3 IL ° o � 1 = U o0z w�z M W Ec "16 LLJ n 9 O V1 wo A W W .Q � F a Az o pq W W U E L l� � � J Z © � � v7 WC) h+�l o N Z h� cV D U�� x O Drawn by: MOH HVN Project No. Cadd File NO.: E SS 06-30-11 08-30-11 ffREVISION 10-14-11 11-15-11 Sheet No: �1Eo� of --sheets C i 2 I 3 4 I 5 6 7 g 10 12 13 14 15 16 N L L-1 N.T.S. K J ICI E C C 0 2 3 4 LI L2 L3 40 10" NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. STEEL PLACEMENT L-4 N.T.S. 5 I 6 35/8" METAL PLATE TOP 8 BOT- 35/8" VERT. METAL (25 ga.) STUDS 6 I6" O/C INSUL. AT SELECTED AREAS 8 TYP- BETWEEN GOND. & UNCONDITIONED SPACES VERIFY w/ CONTRACTOR ii2 " l BD. OR 11/2 " M.R- (GREEN) GYP BD. AT WET AREAS #S FRAMING SREW FROM TRACK TO STUDS TYPICAL 4"X 1 4" TAPGON Q 24" O.G. INTERIOR WALLS NON eEnawc wau TOP GONT. BARS SPLGE AT MIDSPAN ONLY AS REO'D 0.30 L2 ''Ell BAR "G" BAR "D" BAR OR L3 a CREATE Lu CANT. 030 LI 0.30 0.30 SPAN L LI OR L2 LI OR L2 GREATER GREATER 4.1 0.125 0.125 0.125 LI BOTT. Ll L2 BOTT. 0.125 BOTT. GONT. 611 GONT. L2 GONT, MIN. BII BAR MIN. 6" BASS MIN. CANTILIVER SPAN LI LL L3 NOTE: I'D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BARS FROM ADJAGENT SPAN ARE GREATER OR "G" BAR5 Ol "E" BARS ARE REQUIRED STIRRUP LFOEND BEAM RE I NFORG I NO 3/0 = 5 = Ill G ED N.T.S. DETAIL 2/N = #2 W_,I P5 BEAM REINFORCING DETAIL PREFAB GIRDED TRUSS SEE TRUSS DRWG FOR NUMBER OF MEMBER n TOP OF BEAM VARIES (SEE ROOF PLAN) STUCCO ON SELF -FURRING 2x4 BLOCKING 6 24" OC. RIB METAL LATH ON FELT W/2-16d NAIL PER TRUSS OVER THE BOTTOM OF TRUSSES W/ 2" STAPLES (MIN. 13/4" EMBED INTO O.H.OH 2'-0"' 2x4 BLOCKING g 12" OG. TRUSS AT EVERY RIB 6 4" O.G. TYP. W/2-16d NAIL TO GIRDER (SEE F.R.C. 2003 SEC. R703.6) 2x4 BLOCKING 9 12" OC. W/2-16d NAIL TO GIRDER e" STUCCO ON SELF FURRING 8" RIB LATH ON FELT OVER PLYWOOD W/ 2" STAPLES BOX WRAPPED FOR COLUMN WIDTH 5 6 8 9 T.S.COL Uf '1N SEE PLAN SIZE AND 1 1/4'' FILLET WELD ALL AROUND STEE COLUMN (BOTH EN 10" x Im" x 3/4'' STEEL BASE PLATE W/ (4) 5/8" x 6" EXP. BOLTS 10 11 12 L-7 T.S. TO CONIC FLOOR )L-10N N.T.S. N.T.S. 2 - 5/l T�4FL1 5OL T5 EACH TRUSS. ( TYP I CAL U.N.O.) LIM m cn cn 114 STEEL TOP iF_ w/ FILLET WELD ALL AROUND T.S. COL. TE: IRIFY' FINAL DESIGN 4 BOLT HOLES D LOCATION UJITH FINAL TRUSS ENGINES G-7 T.S. TO GIRDER N.T.S. CONTINUOUS 5AR5 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS P SEE SCHEDULE AT CONTRACTORS OPTION, PROVIDE: CORNER BARS SAME SIZE 8 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD 9m' ACI NOOKS 0 LAP BARS 48 BAR? EACH LEG. STANDARD 90* AC;[ HOODS NOTE: AT BEAMS W/ CONC COLUMNS BELOW 0 NOOK BARS DOWN INTO GOLUI"INS 4 LAP 8 VER75 D-7 CORNER BEAM NTS FOOTING SIMILAR � A-7 L:N.T;-S. 7 5IMP50N LT512 STRAP NAILS 0 TO BACK OF LEDGER W/4 10d NAILS AND W/4d NAILS TO TRUSSES 2x6 LEDGER W/ 4"x3" TAPGON AT 6" O.C. STAGGED (TYPICAL TOP AND BOTTOM) ` SIMPSON LU526 W/4-10d NAILS TO TRUSSES 4 4 10d NAILS TO LEDGER LEDGER DETAIL AT ROOF TO CONCRETE WALL 4-5/8"41 WEDGE ANCHOR Mlxj d" FMRFnM7=NT 3-5/8"m THRU BOLTS WIDTH VARRIES VERIFY W/ TRUSS DWG, FOR NO. OF MEMBER BUCKET FOR GIRDER 13 14 15 16 STANDING SEAM METAL ROOF OVER 30* FELT, TIN TAGGED TO APA 40/20 5/8 EXPOSURE 1 ATTACHMENT PER MANUFACTURE SEE ANCHOR SCHEDaLE 9 ROOF PLAN FOR TIE DOWNS COPPER DRIP EDGE PRE-ENG. ROOF 2X6 TBB. TRUSSES 'T 24" O.C. SPRAY ON ICYNENE. INSULATION n TOP OF BEAM VARIES (SEE ROOF PLAN) P.T. Ix2 ON 2x8 R.S. CEDAR • I • 2 - 5/l TNiRL E30LT5 EACH TRUSS. (TYPICAL U.N.O.) STEEL TOP e w/ FILLET UJELID ALL AROUND T.S. COL. TE F' F 'DIAL DESIGN 4 BOLT HOLES D LOCATION UJITIH FINAL TRUSS ENGINE[ G 10 N.T.' �• BUCKET SEAT 2' DECORATE OUTLOOK SEE ELEVATION P.T. Ix3 FIRESTOP CONT: CONT. RE -BAR n TOP OF BEAM_ VARIES (SEE PLAN) CONC. TIE BEAM SEE BEAM SCHEDULES P.T. Ix3 FIRESTOP GONT 8"x12" CONC. TIE BEAM w/ 4-*5 4) CONT. U.N.O. -MIN. R-42 INSULATION '/2 " GYPSUM BOARD ON P.T. Ix2 FURRING g 24"O.C. Co" CONCRETE HOLLOW CORE ---------- Til ' — DROP CEILING HEIGHT VARIES Sys" STLaGGO ON �2 " GYPSUM BOARD S" CONC. BLOC ON P.T. Ix2 FURRING g I6" OC. WOOD BASE OVERLAP VERT DOWELS FRANGIBLE 4" SLAB ON GRADE MIN. 4'-8" (SEE FOUND. PLAN I WITH FIBER MESH JOINT SLAB FOR SIZE a LOCAY ION) TO BREAK UP INTO 5' SQUARE 1 1/2" RECESS I� MAXIMUM SEGMENTS. FIN. GRA1✓'E (SEE TYPICAL SLAB NOTE SHT A-3.2) nFIN .FLR.'s I' x �' xx xx d, x ELEV.O'-m" r, d I � L x GRADE BEAM CONCRETE PILING SEE PILING PLAN G14 TYP. WALL SECTION 1 /4"=1 '-0" N Ir 66 36" HI. GUARDRAIL W/ PICKETS EQUALLY SPACED TO REJECT A 4" SPHERE. (TYPICAL) _ ELEV. VARIES SEE PLANS 2"x6" JOISTS AT LANDING I AT 16" O.C. I Jf NilING 1 CD X. STRINGER PROVIDE FIRE STOP AT MIDPOINT ELEV. +01-m" OF EAGH RUN OF STAIR FINISH FLR. PLAN A-12 � TYPICAL STAIR DETAIL 14 K ffl�rll"� °i�ii' 9 Ala` ! adl�ca9� c sWe��ar yiad t !ice tvIL6► '$v�9�63�ib4ri tl PK F;-,� , THAT 2ND F OR PROVIDE FIRE STOP AT MI POINT OF EACH RUN OF STAIR 1" X SPRI�CE OR 3/4" PLYWD RISER 2" X 12" S.Y.P. 3/4" S.Y.P. #2 15 16 F Z •• _ 0 zz m W� �N H -a NMasM Q W0 E�I logN N � rc «u ..n 0 < ` a oW m.. '- m vm CL 09 ORW V~} e N 0 xx a 0 �u D� Nma4. U. Li o w rn o V w a L W m � m J ■ inr- M r N 01 00 mw ` J ; � K �w 10 10 v \y oW mmW Z too * Z M W M J D J U LL �- CZ 0 3a �Z ix ,0u O m H o O F �IN U VI �, <; v _I/1 �� aC rIC F t LiJ 3a. CL 0 °g az �a EC o oil .2109 ° 9` E 94 U w A � W � 0 `` aA� Mom+ " E Z O I-- (n iil F� is z o Z 3 W W N D N Drawn by: MOH HVN Project No. Cadd File NO.: TE ESS 06-30-11 F 08-30-11 10-30-11 11-15-11 IN 02-21-12 C Sheet No: Q�ol A of --sheets