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HomeMy WebLinkAboutCONSTRUCTION PLANR301.2(l) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC DE51GN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN CATEGORY DE51GN TEMP. UNDERLAYMENT HAZARDS FREEZING ANNUAL SPEED TOPOGRAPHIC WEATHERING FRO5T LINE TERMITE REQUIRED INDEX TEMP MPH, EFFECTS DEPTH 110 MPH. EXPOSURE "D" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE. &.0 NA. NA. CONSTRUCTION NOTES AND SPECIFICATIONS ABREVIATIONS SYMBOLS 2 DETAIL NUMBER ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR MASONRY NOTES: ACOUS. ACOUSTICAL LAV. LB. LAVATORY LABLE A-2 SHEET NUMBER AC. AIR CONDITIONING VERIFICATION OF ALL EXISTING CONDITIONS ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS ADJ. ADJUSTABLE LH LEFT HAND FOR LOAD BEARING CONCRETE MASONRY TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AFF AHU ABOVE FINISH FLOOR AIR HANDLING UNIT LTG LOC. LIGHTING LOCATION -4- ELEVATION NUMBER ELEVATION REFERENCE THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY AND ANCHORAGE FOR FINAL INSTALLATION. ALUM. ALUMINUM L.W. LIGHT WEIGHT ai SHEET NUMBER SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ALT. ANOD. ALTERNATE ANODIZED M.O. MASONRY OPENING NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED �� REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. WALLS & BEAMS ( ) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ANN. ANNUNCIATOR MFTR. MAS. MANUFACTURER MASONRY 4 SECTION NUMBER PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE D ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN AP ACCESS PANEL MAT. MATERIAL SECTION REFERENCE SHEET NUMBER THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD APPROX. ARCH. APPROXIM TE ARCHITECT URAL ) MAX. MECH. MAXIMUM MECHANICAL ROOM REFERENCE i(d2 NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. ® AT MTL. METAL ROOM NUMBER SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER TO THE ARCHITECT OF RECORD FOR BD. BOARD MIN. MINIMUM DOOR REFERENCE O DOOR NUMBER IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL BF BLDG. BOTH FACES BUILDING MISC. MTD. MISCELLANEOUS MOUNTED RESPONSIBILITY OF THE CONTRACTOR. FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO BLK. BLOCK MUL. MULLION PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE BMKG' BLACKING N.I.C. NOT IN CONTRACT WINDOW REFERENCE O WINDOW NUMBER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. BOT. BOTTOM N.T.S. NOT TO SCALE PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. FIRESTOPS B/O BOTTOM OF N0. NUMBER NOTE REFERENCE O REFERENCE NUMBER CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. CAB. CPT. CABINE T CARPEL O.C. O.D. ON CENTER OUTSIDE DIAMETER REVISION REFERENCE REVISED 00/00/00 PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) CI CAST JPON 0.F.C.1. OWNER FURNISH ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND CK. CAULK CONTRACTOR IN TALL VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED C-C CENTER TO CENTER OFF. OFFICE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET. CEM. CER. CEMENT CERAMIC OH. OVERHEAD CODEINFORMATION PROCEEDING WITH THE WORK. 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 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING GOOR POCKETS. OPNG. OPENING CT CERAMIC TILE OPP. OPPOSITE CLG. CEILING * DO NOT SCALE DRAWINGS FOR DIMENSIONS A MINIMUM OF 30 BAR DIAMETERS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH CL CENTER LINE PL. PLATE . RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT CLR. CLEAR PLAS. PLASTER CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. RUN OF STAIRS. CL. CLOSET PLYWD. P PLYWOOD PLASTIC FLORIDA BUILDING CODE, EDITION 2020 (1th EDITION) THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE OJT. CONTROL JOINT PR.R. LAMINATED PAIR FLORIDA BUILDING CODE- RESIDENTIAL 2020 Clth EDITION) FOUNDATION NOTES CENTERED IN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. CMU CONCRETE MASONRY PRCST. F&ttRVER SQUARE FOOT AND COMi=lLIANCE: WITH SEC. 3109.4 6 R3223.9 OF THE 2020 TOP OF TYPICAL FLOOR SLAB (+0'-0"). GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD UNIT P.S.F. PSI POUNDS PER SQUARE INCH FLORIDA BUILDING AND RESIDENTIAL CODES DESIGN ELEVATIONS IS BASE FLOOD: 6'+1' COORDINATE WITH MANUFACTURERS ROOF SHOP DRAWINGS. OF FIRE. CONST. CON. JT, CONSTRUCTION CONSTRUCTION JOINT P.T. PRESSURE TREATED NATIONAL ELECTRICAL CODE - APPLICABLE EDITION MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2020 (7 th ED). FOR ENGINEERED 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) COL. COLUMN PNL. PANEL AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION SOILS SHALL BE TREATED FOR TERMITES PRIOR TO MASONRY DESIGN, CHAPTERS 1 THROLGH 3 OF ACI 530/ASCE - fm PSI 1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES COMB. CONC. COMBINATION CONCRETE RAID. RADIUS �aGCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W ALL GOVERNING CODES AND REGULATIONS. / ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF IN THICKNESS. CONN. CONT. CONNECTION CONTINUOUS CONTINI RADN R. RADIATOR, RADIATION RISER CONSTRUCTION TYPE : TYPE V, PROVIDE 2 YEARS RE -TREATMENT WARRANTY. MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 780. LEST CONCRETE MASONRY UNITS AT THE RATE OF 5 NAILING SCHEDULE CONTR. CTSK. CONTRACTOR COUNTERSUNK REINF. REVS. REINFORCE REVERSED BUiLDiNG DESIGNED AS: ENCLOSED RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CFL. COUNTERFLASHING RH. RIGHT HAND BUILDING HEIGHT: LESS THAN 60'-0" CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING CRS. COURSE REQD. REQUIRED MEAN ROOF HEIGHT: 30'-5 1/2" VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, RM. ROOM PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DP. DAMPROOFING R.O. ROUGH OPENING PUli DING EXPOSURE: 11DII VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. DECOR. DECORATIVE S. C. SOLID CORE WIND PRESSURE SPEED: DTL. DETAIL S SCHEDULE ASCE CHAPTER 1. 110 MPH ROOF SHEATHING NOTES: DIA. DIAMETER L. SEAL. SEALANT (3 - SEC. GUST) FOR ENCLOSED BUILDING FRAMING: DIAL. DIM. DIAGONAL DIMENSION SEC. SECTION DESIGN ELEVATIONS 15 BASE FLOOD: 6'+1' ALL ROOF SHEATHING TO BE 3 4" THICK CDX PLYWOOD SHEATHING. / DIFF. D0. DIFFUSER DITTO SERV. SHT. SERVICE SHEET TOP CHORD LIVE LOAD: 20 LB, P5F CONCRETE NOTES: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER DR. DOOR SHTH. SHEATING ROOF TOP CHORD DEAD LOAD: 16 LB. PSF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., OVER TWO OR MORE SPANS. DBL. D.F. DOUBLE DOUGLAS FIR SIC. S.O. SIMILAR SHUT-OFF BOTTOM CHORD LIVE LOAD: 10 LB. P5F ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAM SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. DN. D S. DOWN DOWN SPOUT SL. SODTHG BOTTOM CHORE) DEAD LOAD: 10 LB. PSF AND COLUMNS UNLESS OTHERWISE, AND FOR PILING 5000 PSI. REQUIRED. PINE/FIR (NO. 2 OR BETTER) ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY DWG. DRAWING SPEC. SPECIFICATION FLOOR LIVE LOAD TOTAL PANEL MANUFACTURER D. DRAIN SQ. SQUARE FLOOR 40 LB. P5F FLOOR DEAD LOAD TOTAL: 10 LB. P5F LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER S.F. SQUARE FOOT CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. PLANTER WATERPROOFING: EA. EACH SST. STAINLESS STEEL IMPORTANCE / USE FACTOR: Fb = 2�125 P.S.I., Fv = 285 P.S.I. & E = 2,000 K E. EMER. EAST EMERGENCY STD. STANDARD 10 MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM APPLY THOROSEAL FOUNDATION COATING WATERPROOFING TO INTERIOR -ACE OF ENG. ENGINEERING STL. STOR. STEEL STORAGE BUILDING CATEGORY: 2 STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXIERIOR GRADE. EL. ELEVATION STR. STRUCTURAL CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER ELEC. ELECTRICAL SUS. SUSPENDED APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS INSULATION EQ. EQUAL SW. SWITCH SHUTTERS- NOT REQUIRED (IMPACTED GLASS) SHALL BE SECURELY SPIKED TOGETHER. EQUIP. EST. EQUIPMENT ESTIMATED) SYM. SYMMETRICAL SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 EXH. EXP. EXHAUST EXPANSION T. TREAD IMPACT RESISTANT ASSEMBLY: YES FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ed.) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL B[ EXT. EXTERIOR T.C. TEL. TOP OF CURB TELEPHONE ° ,'MPONENT CLADDING: YES SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESDENTIAL 2020 ) ( 7th ED. EXIST. E.J. EXISTING EXPANSION JOINT TEMP TEMPERED CONTINUE LOADED PATH PROVIDED: YES ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE T&G TONGUE AND GROOVE CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: AND MASONRY AT 4'-0" MINIMUM. DOOR AND WINDOW NOTES: F.00.F. FACE OF FINISH T B TOP &BOTTOM F M. FACE OF MASONRY T_0 TOP OF AREA TABULATION FOOTINGS 3' CLR. BOTTOM AND SIDES, 2 CLR. TOP COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB F. S. FACE OF STUD TC TOP OF CURB WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS F.H. FP. FIRE HOSE FIREPROOF TW T.O.C. TOP OF WALL TOP OF CHIMNEY SPECIFICATIONS FOR WOOD CONSTRUCTION. SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE FIN. FLR. FINISH FLOOR T.0.FR. TOP OF FRAMING FIRST LEVEL - 936 SF. 8,733 CF. SLABS 3 4" CLR. / EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY RESIDENTIAL 2020 (7th ED) CATEGORY I 150 F.D. FLOOR DRAIN T.O.L. T.O.P. TOP OF LEDGER TOP OF PLATE SECOND LEVEL - 1568 SF 18,816 CF. CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS - LB. IMPACT TEST FLG. FLASHING BEAMS 1-1/2" CLR TO STIRRUPS COMMITTEE. CATEGORY II - 400 LB. IMPACT TEST FLUSH T.P. TOILET PAPER HOLDER THIRD LEVEL = 1799 SF. 16,785 CF. FFL. LUB. FLUORESCENT TYP. TYPICAL COLUMNS 1 -1/2" CLR. TO TIES PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. FT. FTC FOOT FEET FOOTING UL. UNDERWRITERS LABORATORY TOTAL UNDER AIR 4303 SF. 44,334 CF. t WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. . U.O.N. UNLESS OTHERWISE NOTED Q ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL PRESERVATIVES TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN GA. GALV. GAUGE GALVANIZED UTIL. UTILITY �1JJ COVERED ENTRY = 37 SF. . 0.4 *.�► CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD GB GRAB BAR VB. VAPRO BARRIER BEACH TERRACE = 280 SF. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR HEIGHT, 5,7 SQ, FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE GC. GENERAL CONTRACTOR VNR. VENEER ,��,, PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". DRILLED AFTER PRESSURE TREATMENT. THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) GL. GLASS VENT VENTILATION BALCONY = 357 SF. f I GR. GRADE VERT. VERTICAL GARAGE. = 787 SF. ' PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS ® 4" O.C. FINISH NOTES: GYP. GYPSUM BOARD W.F. WALL FABRIC , 4d/ ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER WP. W. C. WATERPROOFING WATER CLOSET TOTAL UNDER ROOF 5764 SFiv . Q BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI HWD. HARDWOOD WH. WATER HEATER '�•' 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FNISHES SHALL BE HDW. HARDWARE NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR IN ACCORDANCE WITH SECTION R302.9 OF 2020 F.B.C. RESIDENTIAL (7th EDITION) HHHGGGT. HHEEIGH�NT W/ WITH UT CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. NON -BEARING PARTITIONS: MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF FT. HTa. HOLLOW METAL WDO WOOD DRAWING INDEX 9 SQ. HOR. HORIZONTAL WT. WEIGHT ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x4 WD. STUDS H.B. HOSE BIBB WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS " AT 16 O.C. MAX. SPACING WITH 1/2 MINIMUM GYPSUM DRYWALL EACH SIDE. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD H.C. HOLLOW CORE H.S. HAND SHOWER SYMBOLS S 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND STANDARD BUILDING CODES. H VAC HAND HEATINGLVEN TI LATI ON 1.1 COVER SHEET S-1 PILLING PLAN FOR A DISTANCE OF 30"' "FIBER WOOD TRUSS NOTES: USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. AIR CONDITIONING g� AND 2.1 FIRST FLOOR PLAN MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB S-2 SLAB PLAN REINFORCING AT EXTERIOR PATIO/PORCH SLABS, TILE, CARPET FINISH SELECTED BY OWNER. INCL. IN. INCLUDE INCH ANGLE 2.2 SECOND FLOOR PLAN S-3 ROOF PLAN VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE SPECIFIED DESIGN LOADS IMPARTIAL FOLLOWING: INSUL. INSULATION © CL AT CENTER LINE PLUMBING RISER S-4 ROOFING PLAN IN INTERIOR 3.1 FRONT &REAR ELEVATIONS ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD JB. JUNCTION BOX � DIAMETER OR ROUND 3.2 LEFT ELEVATION S-5 DETAILS SHEET ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. K.O. KNOCK OUT # POUND OR NUMBER 3.3 RIGHT ELEVATION E-1 ELECTRICAL PLAN ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. 3.4 BUILDING SECTIONS & E-2 PANEL SCHEDULES 3.5 DOOR & WINDOW DETAILS & SCHEDULES Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W W � I - > CD za o z z � W O W O V) U ( NO MONUMENT FND 1 FND NAIL & DISK 1 LB # 4286 1 f 1 � 1 \ 1 \ 1 \ •> tO \ FLORIDA STATE PLANE COORDINATE 1 CA, NAD 83/90 US SURVEY FT. (TYP) N 1112357.406 1 \ 1 o E 895895.184 ELEV. =4.70' \ , FND 5/8" IRC 11 nG�\ LB # 4286 1 co) 80) 100 �'� N.1 � 1 s o 11 Cc� 1 � � 1 \ 1 \ 1 1 1 \ TATE PLANE COOR 1 \ URVEY FEET (TYP) 1 N 1112227.156 i E 895898.498��. 51, IRC, LB # 7903 1 \ FIRE 1 \ � 11 11 HYDRANT it 11 , , , , , , , , , , , , , , , , 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1�1 \� 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I o� BENCHMARK Q N. RIM MANHOLE ELEV. = 4.83' \ NAVD OF 1988 \ FND NAIL & DISK LS # 4971 N I12169.15 E 8 964.27 BEN C MARK ELEV= .55' g R 7�� PALM TREE PALM \ \2 0 RE \ \\ \ \ SEASONAL HIGH WATER LINE MEAN HIGH WATER LINE \ LOCATED ON 04/05/2021 �\ wa LOCATED ON 04/05/20� NAVD OF 1988 AT ELEV 21� \ NAVD OF 1988 AT ELEV \ \ 5.3 \ � � 0.5' < �aw Q EASTERLY MOST QQO DUNE GRASS 0' CONTOUR LINE O 0% ilk N9 \ \ \ SEASONAL HIGH WATER Y, GRAP \ \\ LINE 13 \ \ \ LOCATED ON 03/16/2021 \ NAVD OF 1988 AT ELEV 1 10 \ \ 5.3' \ \ \ 1 AG RA E ALM REE \ \ \ �0� O \\ \ R PE \ FND 5 8" IRC LB # 4286 \ \ N 1112265.41 \ \ WESTERLY MOST E 896079.332 \ \ \\ \ DUNE GRASS \ LOT 41 \ \ VACANT FND 5/8" IRC LB # 4286 \ \ N 1112211.86 \vZ \ \ E 895961.41 LOT 42 OCCUPIED FFE = 7.0' VALM TREE FND 5/8" C 4286 N 1111973.20 t-Q QD ZONE E 896209.55 LOT 43 VACANT FND 5/8" IRC G� `1 LB # 4286 n , \ N 1111973.20 E 896209.55 , 36 Z�'D 3;X cp \ \4, ` FND 5/8" IRC ` LB # 4286 o \ , N 1112029.794 E 896044.237 FND 5/8" IRC 2 LB # 4286 \ O \ \ 0 cp FLORIDA STATE PLANE COOR �-a\ \' NAD 90 US SURVEY FEET (TYP)6'- NI 11 1 1 QQF �G Q �S Z0 \�QQo FND 5/8" IRC o\ LB # 4286 0 N 1111973.20 E 896209.55 O 00 _ O O < ��,A 4' _ASTIC �� FENCE o\ n 0 o o. 2� k lL FND 5/8" IRC c9 G LB # 4286 '0 A OZ 2 N 1112082.760 i E 896160.606 Qo \ FND 5/8" IRC �� LB # 4286 FND 4X4" CM FLORIDA STATE PLANE COORDINATE LB # 4286 NAD 83/90 US SURVEY FT. (TYP) N 1111820.346 \ E 896323.124 2 \ FLORIDA DEPARTMENT OF �� trj ENVIRONMENTAL PROTECTION " MON # S-765 .4 �o 0 0 Oct, \ .:✓ FND 4X4" CM/ LB # 4286 / / T.E LEGAL_ DESCRIPTION LOT 40, 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. 4836 WATERSONG WAY, FORT PIERCE, FL 34949 LOCATION MAP NOT TO SCALE Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W C) o __j cl� ]- O Q i- . Q C c�CD WW11 � :�D o W T- M V U CD OO �--- aC --I C1) 00 Go N U) LO 00 LO o 0 N o n Z� o u <41 s� 0� N N J 0 00 00 Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number �o� z z w w LL SITE 1 -o•-zo WALL TYPES ma N.T.S. 35/8" METAL PLATE TOP 4 BOT. 35/6" VERT. METAL (25 ga.) STUDS 6 16" O/C INSUL. AT SELECTED AREAS 4 T`r'P. BETWEEN COND. 4 UNCONDITIONED SPACES VERIFI' Lu/ CONTRACTOR I/2 " GYP. 5D. OR I/2 " M.R. (GREEN) CzYl= 8D. AT WET AREAS #5 FRAMING ING SREW FROM TRACK TO STUDS TYPICAL '"X 1 ¢" T APCON 6 2 4" O.C. INTERIOR WALLS NON BEARING WALL ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH W � SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYP. BD. AT GARAGE SIDE AND ONE LAYER OF 1/2" GYP. BD. ON OF 3 5/8" MTL OR 6" METALR-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2020 (SEE PLAN FOR WALL SIZE) ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF OF 3 5/8" MTL OR 6" METAL STUDS @ 16" O.C. FRANGIBLE WALL NOT SECURE TO THE FLOOR ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL MaLFRAMING @ 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. W/ CORE FILL R-9 INSULIION mm, 5/8' STUCCO ON 8' CONCRETE BLOCK. GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" NOTES: I. NO MECHANICAL, ELECTRIC OR PLUMBING IS ATTACHED OR IN A FRANGIBLE WALL. 2. FRANGIBLE WALLS NOT SECURE TO THE FLOOR) 3. FILLED CELL COLUMN MAX. 32'' SPACING MISC. NOTES: 1. ALL GLASS IN DOORS & ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER & 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 & BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1 /4" THICK (U.N.O.) 6. DOORS BETWEEN GARAGE &: HOUSE MUST BE SOLID CORE 1-3/4" THICK WITH 2x4 SOLID RABBETED 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 CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL_ OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2020. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2020 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.9 OF FLORIDA RESIDENTIAL CODE 2020 7th EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-702.3 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-702.4 14. WEATHERING AND TERMITE AREA . 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.7 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION —NOTIFY ANNAM CORP. IF CONFLICT EXISTS. Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W 0 W � I— Q o 0 o � Q � �- . < o Ci-) � o z W W � o :2 W O L1J -j CF/-) <C U 0 —_t U') PMR 00 00 I Uj Ln 00 0 0 N N _c�o t d- o n z K) a) 0 n-0 C 'L a) o Q � 0 0 N N J Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 UVZ 1 FIRST LEVEL � 2 GENERAL NOTES Sheet Number 3 ❑ lJ i o1 all WALL TYPES I As 1/4 "= 1 ' —0" 151-01, 12'-3" 5'-811 1214" LAUNDRY CHUTE 3 CO O SIZE, LOCATION VERIFY W/ OWNER - _ ____________ ■ ------- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -- 00 001 O © ---I 2-188000 C'V00 vc-t—, ------------------- ----------------- All 21II L 13'-411Y s 1 4211 NAND RAII O 1 DIN R M I - , KITCHEN TC H E N I I I I - ■ 1 1 REJECT A 411 I ERE TYP. ■ i l0'-s° cLG. I I ►0'-s" cLG. I j LAUNDRY 2-2080 1 j I i �r M I 61_211 BED RM 4 _ ■ \\ I I I 10'-0° cLG. M EGRESS 1 (2) 28W I W/ TRSM _ 1 r\r � `F 1 1 2WOAYMANYANVYWAWA ■ ■ • ■ O 1 loll COVERED ! OCEAN ROOM B,4TN 4 BALCONY I i I i I 42" LOWER WALL 11 8'-011 20'-8 2'-2" 4'-6" 11-81' n Il;'I 4-0114 8X 13-4 _011 11-0" ' 42'JHAND ECTA�alLro I 11 411 11 0 SPHERE TYP. f NOTE6I �/ ® Ln 0 11 11 E -------------- _ I I I I ■ I 1 1 i I 1 I I M N O I 1 ' 1 •--- I I I I I I I I I POWDER lyluill r Illliyitl ___ 1-1 ARG ! y I''------------------------------------------- 9'-0" ------------------ --- - - ' ---50},1FIT T ABOVE ( 13 0" I 4'-2" 4'-101 = ■ _/_il _qll o0 2 15 R 3 II I 1_ 1 1 I ---�-- + 2 T _1-- 4 1 i 3 ' + .3 ' + 10 2 (.o' 2880 ■ ■ ■ ■ o N ------------- ■■■ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ O (2) O G O -0" 5'-011 3'-011 4'-51/2" 13'-9" 22'-101/2" II'-21/2" 5'-01/211 G' ICJ'-4" 31_411 /01-011 SECOND LEVEL NOTE FILLED CELL. COLUMN MAX. 32" SPACING -}yi to 11 -- 44" H. W COLUMN TYP. 8 2 i2" HAND RAIL TO :EJECT A 4" SPHERE TYP. 4'-0" W-4" 15'-I U2" 8'-1" 22'-1 1/2" O LAUNDRY CHUTE E SIZE, LOCATION O OBEGRESS VERIFY W/ OWNER ■ - ---------- ------ E-LI Jim ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 42" HAND RAIL TO 2480 2680 REJECT A 4" SPHERE TYP. ■ O M Al C. 2480 i BATH wlC. ■ I M. BEDRM __, _ 1 COVERED Li BALCONY S5 UJ/ 12 TRAY �, BED RM 2 T M BED RM 3 1 2 0 I � wl C. 9'-4" CLG. — I 9'-0" 8' 18'-0" 5'-3" II'-911LFC/1_ U"IL 113'-0" ' I 1 j 1 ❑2 6l 1 r EGRESS N 1 (2) 2880 �, W/ TRSM NB 1 ■ ■ I ( �,p� 2880 2880 ■ �� 2-20W 'n — --- r 12'-0' 3'-411 81_rnll Y/= li'-2" (I 12"' 4-8 1 l" 811 13'-4" - 3080 P'T a _EV. `� ,gym _� BATH 3 O O ------------ � ,� 42" HAND RAIL TO - REJECT A 4" ® ■ � 11 3'-2" 3'-10" SPHERE TYP. — — — — HB, 42" HAND RAIL TO 11� 1 1� ■ ■ ■ ■ e 1 I I 1 15-8'1 11 9ll 10-311 FI 1 1 13' 011 1 1 1 1 1 1 1 4'-211 151- " � ■ O _ M . BATH 26s0 - wl C. - - T _ OFFICE T o I I I I I g'_411 CLG. 42" HAND 10 0 I SPHERE TY . v ■ I I I I _ � ■LIJ 1101111111kII I I I I I I I IlEllis ■ I I I I I I I rl I I I I IMI■ ■11 11111 IIE1■I I I I I I I' 11101111111111011111111■ A 29'-9 1/2" 16-1 1/2" 6&'-411 31-411 61.011 l5',$11 W 1 ONE LAYER OF 1 /2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" 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 3 5/8" OR 6" METAL STUD © 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (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 �I- ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING @ 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" - CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 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 & ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER & 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 & BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE " THICK (U.N.O.) 6. DOORS BETWEEN GARAGE & HOUSE MUST BE SOLID CORE 1[" THICK WITH 2x4 SOLID RABBETED 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 CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.7 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. Revisions: H.Q.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 O (D V) v O � > O < (D CI) O ry (D W U � W Q � 00 __j- C/') 00 00 N I Ln I.r) 00 v 0 0 N Q) r� I do Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number on 1/4 90= i ' --0" G14 I GENERAL NOTES I I STANDING SEAM METAL ROOF Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 NEOPRENE CLOSURE SEALANT BATTEN WATERPROOF MEMBRANE HlP/RIDGE COVER FASTNER CLOSURE STANDING SEAM ALUMN.. ROOFING PLYWOOD SEE 'S' DWGS STANDING SEAM ALUMN.. ROOFING 2(o GA. GALV. METAL VALLEY FLASHING w FASTNER AT 12" O.G. Z STANDING SEAM ALUMN.. ROOFING c° = d 1L 3/4" GDX PLYWOOD SHEATHING 2ro GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN.. ROOFING ATTACH RAILNG FLANGE TO HOUSE W/(2) r5/16 "xl 1/2"TAPCON6 r2"x2" ALUM.TOP. BOTTOM 4 VERTICAL RAILS VERT. 9 40" O/C MAX) 1FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR W/(4)5/16 "x 1-1/2 "TAPGONS SEE ANCHOR SCHEDULE 6 ROOF PLAN FOR TIE DOWNS — 2X6 TRUSSES BLOCKING ALUMINIUM DRIP EDGE .� TOP OF BEAM VARIES (SEE ROOF PLAN) 2x6 R.S. CEDAR /111 lx2 ROOF EDGE. CEDAR 2 O DECORATE OUTLOOK—/ SEE ELEVATION STUCCO LAP SIDDING ON SECOND FLOOR t ABV. P.T. Ix3 FIRESTOP CONT: 1-1/2" SLK RCCESSEE)— •I. PRE-ENG. ROOF 2X6 T<B. \ TRUSSES a 2411 O.C. SPRAY 6" FOAM R-22. INSULATION DOUBLE TRUSS STRAFING P.T. lx3 FIRESTOF CONT. 5"x1211 CONC. TIE BEAM w/ 4-#5 0 CONT, UN.O. R-9 MASONRY CORE FILL INSULATION AND CONNCMRETE BLOCK = INTERIOR 1 R 20 TIO I -R-9 MASONRY CORE FILL INSULATION 11/2 " GYPSUM BOARD - ON P.T. MTL FRAMING FURRING Q I6"O.0 7 HIP / RIDGE COVER 6 VALLEY DETAIL 5 FLASHING DETAIL 4 RAIL ATTACHMENT 3 STUCCO SIDING LOOK N.T.S. N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE NTS Nall S l 3/ if RI OVER TI W/ 2" STAPLE TRUSS AT E4 (SEE F (Ty OP OF TIE BM. e +34'-S" ZO BAND OF OF 3rd FLOOR ) +2S'-411 !nd LEVEL CLG. LINE +23-411 id FLOOR +11' - A GROUND FLOOR OL TOP OF TIE BM. +34'-S" = (42'.66 NAVE TOP OF 3rd FLOOR 's +25'-4" = (3333 NAVE 2nd LEVEL CLG. LINE , a +23'-4" = (3133 NAVD n 2nd FOOR PLAN \-F6 +11'-4" = NIB33 NAVD) v TOP OF GROUND FLO4 6 +0'-0" = (S.m NAVD) _• ■ M ■F'A = �' nini = .1 = ELEVATION MATERIALS KEYNOTE SYMBOi. DESCRIPTION O ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO 0 12" SQUARE COLUMNS ® RAISED STUCCO BAND & SURROUND O DECORATE SILL & HEADER ® ALUMINIUM LOUVER <�> DECORATIVE SHUTTER ® DECORATIVE CONC, SIDING LOOK ,1_611 0 n 3 4.1 EXTERIOR TRIM PROFILES Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 1 r REAR ELEVATION 2 FRONT ELEVATION Sheet Number 4.1 - TOE' OF TIE BM. TOP OF 3rd FLOOR w III -T 15T LEVEL CLG LINE �,w +9'-4" _ (11.4 NAVD) ELEVATION MATERIALS KEYNOTE SYMBOL DESCRIPTION 10 ALUMINIUM ROOF O2 EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND & SURROUND O5 DECORATE SILL & HEADER © ALUMINIUM LOUVER DECORATIVE SHUTTER ® DECORATIVE CONC, SIDING LOOK Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W 0 � o W � �Q � o 0 co Q LL_ . Q QD O o I I w W o o Q-) < U O c ') O � —� v 0 -< -- CJ) 00 00 co N i Ui L0 w LO 0 0 N N V) O M z r7 N a � -C7 c 'C N O Q � 0 0 0 N N � � O . N J Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 2 1/4 01=1 ' —0" LEFT (NORTH) ELEVATION Sheet Number ELEVATIC"I'l MATERIALS KEYNOTE 12 SYMBOI DESCRIPTION ALUMINIUM ROOF EXTERIOR WALLS W/ SMOOTH STUCCO 12" SQUARE- COLUMNS RAISED STUCCO BAND & SURROUND DECORATE c;ILL & HEADER ALUMINIUV LOUV-R DECORAP/E SHUTTER DECORATWE CONC. SIDING LOOK TOP OF TIE 5M, .34'-B" = (42'-3` NAVD) TOP OF 3rd FLOOR :5'-4" = (33.4NA,VD)Q�- 2rd LEVEL CLG. LANE e +23'-4" = (31-4- NAVD) 2rd FLAN (leA ]at LEVEL Cl-G. L INE +10-4" = (11.4 !.Avr-) If' OF GROUNC) f:LOOF, 011 Revisions: H.0,A, SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 I I M9- N ON 00 00 (D CN 1 U i Lo 00 L0 0 0 C14 cl) 0 n Z a) 0 > < o4� 0 00 N y n N z luu, H Job Number: Design By: HVN Revised By: FRP Date: MARCH 2021 RIGHT (SOUTTH) ELEVATION 1/4 III= 1 0-0111 Sheet Number p 1 -0 M Agk ELEV. EXISTING TOP OF 2ND FLR 2"x6" JOISTS AT LANDING AT 16" O.C. ELEV. +0'-0" FINISH FLR.F 36" H. STAIR RAILING WI PICKETS AT 4" O.G. MAX. STYLE AND DESIGN AS SELECTED BY OWNER 2ND F —PROVIDE FIRE STOP AT MI1''POINT OF EACH RUN OF STAIR SIMPSON LU628 OR — EQUAL AT EA..STAIR STRINGER 2-2"X12" LEpGI 1" FINISH TREAD ATTACHED TO WALL W/ S/S X -I 1/2 L DGE 3/4 CDX.RISER 4 SUB TREAD ANCHORS W/ 11A HERS m 12" O.0 ST RED 2x4 P.T. LEDGER BD. SECURED TO SLAB W/3" HILTI PINS OR EQUAL AT 12" CIC. NAIL STRINGER TO LEDGER W/ 1ro-cd NAILS STAGGERED. °? .1 ° s 6 ° ° °° ° s ¢ v� ° ° °° ° s b.. •- 2212 6121, 2 TYPICAL STAIR DETAIL NTS. .° x m z N 0� � O� tY Z O O � 1L O � O~ (Y O IL. � !TREAD 2x& SAFEGUARD TOP 1/4" COUNTERSUNK ��— LAG SCREWS (1 EA. PICKET) 2x2 PICKET SPACED TO REJECT 4" DIA, BALL, (VERIF'' W/ OWNER FOR STYLE) — 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) STAIR STRINGER 5TA I SFUAID DETAIL NOTE. - HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST NOT E J' HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LS APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM FLOOR STRUCTURE HEADER OR GIRDER TRUSS 2x12 STRINGIER (2R. +TR = 24 TO 25) 7.2" + 12" + 10" = 24.4" F2x TREADS NAILED AND I SET IN MASTIC I FIN. FLOOR P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W U z w 0 cf) c:) w� moo J ry _ } O zaIc je) CD Llj =mow oU�� U 00 � 00 00 N U Ln 00 z � v 0 0 N N co -� CO � d- O Z N O C 'C U> N O 0 N N _Y N _j F- d Z ry W LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 LONGTITUTE SECTION Sheet Number G BUILDING E TIC T PRODUCT APPROVAL SUBMITTAL AFFIDAVIT EXT. STUI CONCR BLc OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS SOLID GR PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. I/2" EXPANSION 16" � EVALUATION AGENCY PRODUCT DESIGN PRESSURE WINDOWS (CASEMENT) PERMA SHIELD (IMPACTED) ANDERSEN CORP (2) 3/16"x2— 3/4" TAPCONS INTO EACH CLIP ALL WINDOW SIZES SAME ATTACHMENT WORST CASE SCERENO CALCULATED SEE STRUCT. PLANS +70.0 / —70.0 N/A FL— 12496.3 TRE: 2x6 NA MIAMI /DADE WINDOWS (FIXED GLASS) VINYL CLAD (SPECIALTY IMPACT) ANDERSEN CORP 3/16"x2— 3/4" TAPCONS1 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS +70.0 / —80.0 N/A FL-15727.2 MIAMI / DADE FRENCH DOOR (ALUMINIUM) A —SERIES (IMPACT) ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1— 1/2" MIN. EMBEDMENT SEE STRUCT. PLANS +65.0 / —70.0 N/A FL-14285.2 DO{-I01-02 7 MIAMI / DADE N.T.S. SLIDDING GLASS DOOR SERIES 8100 (IMPACT) ESW' 1 /4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +65.0 / —70.0 N/A 22267.1 MIAMI / DADE - FRENCH FRONT DOOR GARAGE DOOR PRODUCTS ENGLERT ROOFING UNDERLAYMENT 10VIIIII061910 Ll T SERIES 450 (IMPACT) HURRICANE (MASTER IMPACT) MODEL NO. ALUM. STANDING SEAM. MODEL 2000 OVEN CORNING WEATHERLOCK METAL NA. TEMP GLASS 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) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. JELDEN 1/4 $1 x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +45.5 / —65.0 11 /09/2021 15444.2 MIAMI / DADE DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +50.0 / —50.0 20-0929.12 02/22/25 MIAMI / DADE MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN PRESSURE — LOC 1 "S.S. +/— 128.4 TAS112 08/23/2021 FL-27499.2 MIAMI / DADE THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA' 08/23/2021 FL-9777.7 MIAMI f DADE NA. STUCCO ON METAL LATH +/— 49 NA. NA. MIAMI / DADE MK SIZE/ MODEL LOCATION COUNT E] 2WO FRENCH CABANA `\IJ �S) w 54W FRENCH FLEX AREA, BEDRM 3, BEDR'9 4 O LU60M FRENCH ENTRY DR (•) z O ® 16090 SLDG GS DR OCEAN RM NOT USED O X LLl © 10080 SLDG GS DR MASTER BED RM (�l e ! �_Dl �'-0"x8'-0" OH. GARAGE MANUFACTURE I GLASS ANDERSEN 3/I6" IMPACT ANDERSEN 3/16" IMPACT ESW• 3/I6" IMPACT ESW• 3/16" IMPACT ESW. 3/16" IMPACT ffn ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 2 (1/2" EXP. BOLTS) ATTACHMENT 3 (1/4" TAPCONS) [��PRESSURE 51ZE/ MODEL LOCATION DIM. COUNT GLA55 DESIGN ATTACHMENT (A:) CM5 FOYER 4 FLEX AREA BED 2, LOFT, STAIR (5350) 4 IMPACT SEE PRODUCT APPROVAL ATTACHMENT 3 (1/4" TAPCONS) SHOP DRAIUIN66 BY OAND B CW f5 MASTER BED RM (2450) O IMPACT GUNN'S QUALITY GLASS 4 MIRROR C CX 16 OCEAN Rh, DINING Rh (21(00) IMPACT STAIR, POWDER RM@) D CW I6 A LUNDY , LOFT (2460) O3 IMPACT � LU O C15 MASER BATH 4 BATH 2 (2050) O IMPACT z C14 BED R`1 3, BATHR'13 5ED R'14, BATH RM 4 (2040) ® IMPACT O CN155 KITCHEN (1854) 2� IMPACT N NOT USED IMPACT 4'-0"X 6'-0" FIXED M. BATH $HOLLER 4 OFFICE O IMPACT (� 4'-b"X 6'-0" FIXED MASTER 5ATHR'1 TUB lO IMPACT STEEL MULLION IMPACT 9 EXTERIOR OPENING SCHEDULE 1/4 "= i '-0" CONCRETE MASONRY STUCCO FINISH CONT. SEALANT ANDERSEN CASEMENT WINDOW DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR. "xP.T.FURRING 5/8" GYPSUM BOARD ON FOIL BACKED INSULATION 2 "x P.T.WOOD BUCK CORNER BEAD 5/8" GYPSUM BOARD CONT. SEALANT 1/4" SHIM SPACE ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/411 x 3-1/4" LONG TAPCON TO CONC. 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACKED DOORS WITH 2" "12 BREW ATTACHED DOORS WITH 2" * 2 BREW DIRECT TO BUCK AT b" FROM CORNER DIRECT TO BUCK AT (o" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR 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 CONC. 9 Iro" O.C. 61' EMBEDMENT SEE GARAGE DOOR DETAIL M-14 ATTACHED DOORS WITH 2" 12 BREW DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. N.T.S. I NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. CONT MARBLE S IN GROUT I CONT. SEAL 5/8" GYPw ON Ix P.T. R-42 FOIL INSULATIOr ANDERSEN -ASEMENT WINDOW /4" SHIM SPACE :ONT. SEALANT ?"x P.T.WOOD BUCK " RAISED STUCCO SAND REINFORCED WITH iALV.METAL LATH :ONCRETE SILL CAP 6 CASEMENT WDW. HEAD 3 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE WALL 1/2" GYPSUM BOARD O.. in CORNER BEAD 5/0" GYPSUM BOARD 2"x P.T.WOOD BUCK CONT. SEALANT 1/4" SHIM SPACE ANDERSEN CASEMENT WINDOW CONT. SEALANT STUCCO FINISH CONCRETE MASONRY UNIT CONT. MARBI IN GRC CONT. 1/2" GY BOAR! FURRIN R42 R INSULA ANDERSEN FIXED GLASS SYSTEM 1/4" SHIM SPACE CONT,SEALANT ANDBACKER 2 "xP.T1llOOD BLOCKING POURED CONCRETE SILL 5TUCC0 FINISH 5 FRENCH DOOR JAMB 2 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMIIAR IN-SWMG DOOR SIMILAR DOOR - SEE SCHEDULE MISN- SEE 8DULE� ALUMINUM TR'EAHOLD - SEALANT SLOPE COMPRESSIBLE FILLER CONCRETE SLAB DTH02-02 4 FRENCH DOOR SILL N.T.S. Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W t✓ cD J W � I- Q 0 C) I FK Q � Q O z Lij O L1J O Q \0 -� U 0 _< ---I C!) Ib 00 1 Uj 00 In L o 0 N a� V) IL _ '- t ca o I) z 1`0 a a a _0 Q � �_c 00 N N J - I"xP.TA1RRMG ?' 1/2" GYPSUM BOARD s E— ON FOIL BACKED ` INSULATION , �J a coNCRETE MASONRY uN '' 00 4t STUCCO FINISH ;� •� 2"x P.T=I = BUCK Q Z CONT. SEALANT COFNER BEAD. Q ANNDEERSEND —OOR U2" GYPSUM BOARD it —CONT. SEALANT W 1/4" SHIM SPACE LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number 1 FRENCH DOOR HEAD U'l N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 AU6ERGA5T PILES: GENERAL: AUGERCAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT (3) *6 TOP AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH BEARING WALL -,SUFFICIENT PRESSURE AS THE AUGER 18 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE *4 612" x4'-O" a 12" O.G. 6" CONCRETE SLA (3) *5 TOP "Z" BAR TYPICAL COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS roI CONCRETE SLAB 90 DEGREE HOOK ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLIGHTING AT *3 -S 12" STIRRUP U.N.O. 0'-0" FINPLOOR SLAB ALL TIMES DURING THE RAISING OF THE AUGER SO THAT THE HIGH -STRENGTH MORTAR HAS A 1 112 MIN. COVER DISPLACING ACTION REMOVING ANY LOOSE MATERIAL FROM HOLE. THIS METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE IS SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. we --- ul = HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE � l2 OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO u,— w PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT *4 e 12" EW. APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER (3) *6 BOTTOM *3 -s 12" U.N.O. MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND *i PILE DOWEL *1 PILE DOWEL (3) *5 BOTTOM CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE SO PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAYING AN ULTIMATE COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES 4011 E SCHED JI SCHED 14" AUGERCAST PILING FOR EACH DAY DURING AUGERC,45T PILES ARE PLACED. A SET Of: CUBES SHALL CONSIST OF 14" AUGERCAST PILING 2 CUBES TO BE TESTED At -( DAYS, 4ND 2 CUBES TO BE TESTED AT 28 DAYS, TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C109, WITH THE EXCEPTION THAT THE 12" L MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. Ll GRADE BEAM 4 L 13 GRADE BEAM 2 N.T.S. AT ELEVATOR PAD N.T.S. G AID5 �1 &C UL AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ M l x 20' (EXTEND 15" INTO GRADE SEAM.) REINFORING DETAIL AND 4-05 BARS W/ 03 HOOPS a 10" O.C. FROM PILE GONC.OR MASONRY MARK SIZECWxD) BOT TOP MIDLE *3 TIES DESCRIPTION NO. CUT OFF TO 15'FEET BELOW SUR>=ACE_ * 8" CONCRETE *4 �12" x6'-0" 18" O.G. (L �� COLUMN C2) 4 TRANSFER STEEL � � � DESIGN CAPACITY - 29 TONS. ALL SHALL SE BLOCK WALL 4' MATCHING DOWELS GB-1 " G13 IN ACCORDANCE WITH AC.I. 545-54 (FL.PERIMETI R) OVER INTERIOR h: S BAR DIA. MIN 24 x 30 (4) *"( (4) *i (2) *5 6 O/C TYP. EXT. WALL GRADE BEAM (3) *5 TOP p n- ''I d W/STD. HOOKS * *4 615" x4'-0" m 12" O.G. GRAD F Ir (1) Oro TOP EACH WAY G5-2 24 x 24 (4) *6 (4) *6 (2) *5 8" O/C - z o I� W/ 16" HOOKS L 13 '30 E GR EE HOOK C 3) * 1 TOP TYP.la" x IS" (3) *5 (3) *5 _ la" O/C GARAGE roll STEP PERIMETER l2) *5 MIDDLE GB-3 GI Q •1'r j�• (�) *6 BOT EACH WAY = I W/ 16" HOOKS C3) *5 (3) *5 BEAM AT a• w S O/C STOP SLAB *3 6 10" U.N.O. p GB-4 18"x24" (2) *5 II LI *4 � 121I I- �. 'A' *4 � 12' EA .WAYZi EA WAY ;�, 1 1�2" MIN. COVER *3 STIRRUP L` ro' CONCRETE SLAB _ w 6' CONCRETE SLAB e 12" U. IIx36 IIx16 II (4)*( EACH WAY PILE GAP HOOK G4 CEXCEPt GARAGE) — Lu i - C-1 36 (T P iu P p `r TOP AND BOTTOM. — — BAR AT EACH END *-i PILE DOWEL (3) *5 BOTTOM n PAD REBAR PILE GAP NOOK G4IN SEE FOOTING SCHEDULE PC-2 4a"x46"x20" (6)"5 EACH WAY (3) * 1 BOTTOM *i PILE DOWEL EDGE BARS ALWAYS TOP AND BOTTOM. — — BAR At EACH END SIMILAR -9 REMAIN.SPACE OTHERS EQUALLY (4)Oro AT LONG WAY PILE CAP HOOK G4 II PC-3 36"x12"x20" (i)'6 AT. SHORT WAY — — PILING AUGERCAST N 14" AUGERCAST EQ. EQ BAR AT EACH END SIMILAR 48" P(L gll 911 „ " " (ro)% LONG WAY 2 LAYERS TOP G4 PILING SEE HED PC-4 36 x116 x20 (12)% SHORT WAY — — AND BOTTOM SIMILAR 18l PC-5 60"x60"x20' (1)% EACH WAY — _ 2 LAYERS TOP G4 TOP AND BOTTOM. AND BOTTOM SIMILAR G1 GRADE BEAM 3 G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 GRADE BEAM 1 N.T.S. N.T.S. N.T.S. N.T.S. G it SI_CC/!! it y_C711 15'-8" TOTAL LENGHTH BUILDNC 5'-1" 5'-8" 5'-0101-01'-8"10 461_411 61_4 II 6'-411 Al-011 I_q" AC PAD 'Y' Y/ L -611 OR F.F.E..E NAVD� 04 REBAR a 12"OC. �'-011 AT PERIMETER (TYP.) 181 PCE GB-1 F1 GB-1 PC-3 m :.: I — -Jdltawm■ ■114 v I , 1" THICK CONC. SLA W/ IS BA ' 610" O.C. EACH WAY ON ro MIL VAPOR r BARRIER OVER TERMITE TREATED WELL COMPACTED FILL GB-3 ELEV. -18" OR 1.0 NAVD _ GARAGE IT-2" F-011 GB-3 O C4 •Nj, � N W a :• � h a M oP �V 0 uJ W Lu �Z 14 Z z mW oL m� E � M O M �? J s0 u_ 3: oW �N 3m r O O U w W W G C ) W L,00, am_ 0 0 QQ o Of o C/)71, - w O W o z O m o , Lu L V) U J Q � 00 1— Drawn by. MOH HVN Project No. Cadd File NO.: D DATE H.O.A. 03-10-21 CD PROGRESS 6-02-21 C PERMIT SET 07-02-21 Sheet No: of --sheets 2 ON I A L I J a G L I D C 1 2 j S 4 FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURM CONCRETE SLAB WITH REINFORCEMENT A5 SHOWN ON PLAN ON 4 MIL V15QL)EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO ACI 316183 AND SHALL HAVE 4000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5'. FOR PILING 5000 P51. REQUIRED. 5. REINFORCING STEEL SHALL BE ASTM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR 6RADE BEAMS: BOTTOM 3', TOP 2' SIDES TO BE 1 1/2' CLEAR COVER FOR SLAB TO BE 3/4' MIN. 4. ALL FOOTIN66 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BE. -OW. 5. ALL FILL TO BE CLEAN, 6RANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL 5HALL BE GLEAN AND 6RANULAR FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. C. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PADS, LOAD BEARING WALLS, STEEL./ Cam, WOOD HEADERS, CONCRETE BEAM5/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH 1F465 MANUFACTURER'S DRAWUN66 BEFORE THE POURING OF CONCRETE FOOTIN66/PADS AND SLAB. 1. COORDINATE A/C, MECHANICAL, ELECTRICAL 4 PLUM5IN6 PLANS FOR REQUIRED OPENINGS IN SLAB. 8. SLEEVE ALL PLUMBIN6 PENETRATIONS. q. SEE ATTACHE AUGER CAST PILE SPECIFICATION -A vzo A-1 q;z 1/4 of= i I-0110 1 NOTES: 1. NO MECHANICAL, ELECTRIC OR PLUMBING I5 ATTACHED OR IN A FR,4N6sI5LE WALL. 2. FRANGIBLE WALLS NOT SECURE TO T�-E FLOOR) 3. FILLED CELL COLUMN MAX. 32" SPACING C3 TYP. cv 5 6 j / 8 9 1 10 11 12 1,5 14 1 15 1 16 MATERIALS: A) PORTLAND CEMENT. PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATION5 MIXIN6 AND PUMPING OF H16H-51REN&T14 CEMENT MORTAR: ONLY APPROVED PUMPING, 55-G-M2 OR CURRENT ASTM STANDARDS, DE516NATION G150. CONTINUOUS MIXING AND AGITATING EQUIPMENT SHALL BE USEED IN THE PREPARATION AND HANDLING OF THE MORTAR ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM B) MINERAL. FILLER: MINERAL FILLER SHALL BE FINELY POWDERED SILICEOUS MATERIAL WHICH MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN A6ITATIN(9 STORAGE POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF TANK OF SUFFICIENT 51ZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR HYDRATION OF PORTLAND CEMENT. PUMP TO INSURE A HOM06ENEOL S MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOM06ENEOU5 MORTAR OF THE DE5IRED C) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND POSSESSING CHARACTERISTICS WHICH WILL C ON515TENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE CEMENT 6RAIN5, AND NEUTRALIZE THE SHRINKAGE OF THE 1­1160-STRENC,71­1 CEMENT MORTAR PUMP CAPABLE OF DEVELOPIN6 DISPLAGIN67 PRESSURES AT THE PUMP' UP TO 550 P51. THE (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BREGK5VILLE, OHIO MEETS MINIMUM VOLUME E OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE THESE SPECIFICATIONS). OTHER COMMERCIALLY AVAILABLE ADMIXE5 SHALL SHOW PRIOR AU6URIE'D HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE TEST RE5ULT5 BEFORE APPROVAL. INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DE516N LOCATION. VARIATION FROM PLUME) SHALL NOT EXCEED 1/2 INCH IN TWO D) WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF 5EWA6E, FEET. ADJACENT PILE5 SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HA5 REACHED OIL, ACID ALKALI, SALTS OR OR6ANIC MATTER. ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN AS -BUILT SURVEY OF PILE LOCATIONS 5HALL BE E) FINE A66RE6ATE: SAND SHALL MEET THE REQUIREMENT5 OF CURRENT ASTM STANDARDS, PERFORMED BY A FLORIDA REC71STERED LAND SURVEYOR. PILES SHALL. BE LOCATED ON THE RECORD DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT DESIGNATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK THE RECORD DRAWINGS TO THE ARCHITECT FOR APPROVAL. PARTICLES AND FREE FROM IRIOU5 AMOUNTS OF SILT, LOAM, LIMPS, SOFT OR FLAKY N.0 PARTICLES SHALE, ALKALI, OR&ANIG MATTER, MICA, AND OTHER DELETERIOUS 505TANGE5. IF OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND WASHED, TIE WASHING METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINES, AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, THE SAND SHALL 5UBSEGUENTLY BE PERMITTED TO DRAIN UNTIL THE RE5IDUAL49REE MOISTURE OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE 15 REA50NABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-61RADED FROM FINE TO COMPLETED IN ACCORDANCE WITH PARAGRAPH I, AND THI5 SHORT PILE ADDED TO TIE UNIT LENGTHI5 FOR PAYMENT. IF REQUIRED BY THE EN61 EER, AN ADDITIONAL ADJACENT PILE 5HALL COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODULUS 15 DEFINED BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BA515 FOR ADDITIONAL FOOTAGE. AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERCENTA6E5 RETAINED ON US. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD STANDARD SIEVE NOS. 16, 30, 50 AND 100. AU6URIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LE55. PILE GAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKING GAPACITY OF 25 TONS PER COLUMN SCHEDULE PILE IN COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL 5LEEVE5 OR CA51% OF THE PROPER DIAMETER AND AT LEAST 18 INCHES REINFORCED MASONRY O C5 S"X16" POURED CONC. cl 0 m IN LENGTH SHALL. BE PLACED AROUND THE PILE TOP5. (SPEGIAL CONDITIONS MAY REQUIRE COL. w/ 1-*5 VERT. COL... w/4-% (0 CONT. FILL w/ 4000 Psi CONC. SAL SLEEVES OF ADDITIONAL L.EAkSTH). w/ 03 HOOP e 1211 O.G. C2 12x12 M D REINFORCEASONRY COL. w/ 2-C C� 8"X12" POURED CONC. AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHICH THE H16H-5TREN6TH MORTAR 15 PUMPED FILL w/ 4000 PSI CONC. COL. w/4-*'6 4, CONT, DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD 12"xl2" POURED CONC. w/ 03 HOOP 6 12" O.C. BELOW THE BAR CONTAINING THE CUTTING TEM. THE AUGER FLI6HTIN15 SHALL BE CONTINUOUS cs ■ COL. w/ b -+'S w VERT. FROM THE A L16M HEAD TO THE TOP OF A06ER WITH NO GAPS OR OTHER BREAKS. THE PITCH w/ 03 TIES a 8" O.C. 6 C 1 "x 6 " WOOD POST ® OF THE AdU6ER FLI6HTIN6 NCH SHALL NOT EXCEED 9 INCHES. A 16ER5 OVER 40 FEET IN LEN6TH � W/ 14" +5 0 REBAR TNRt1 �AL„L CONTAIN A MIDDLE GUIDE. THE AU6E.RCA5T PILING LEADS SHOULD BE PREVENTED FROM - 12°x16° POURED CONC. c4 COL. w/ 5-05 m VERT. THE POST EACH WAY ROTATING BY A STABILIZING ARM. w/"3TIES 98"O.C. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING T10* ET 1�AND ICI CENTER WALL LEDGEND SHEAR WALL NET PERPENDICULAR VERTICAL REINFORGIN6BAR AOF P11 E EXTENDIN6 FULL f}. PROVIDE TE HEAE CALCULATIEN CENTERING DEVICES FOR REINFORCING CA6E AT 101-0' C/G MAX. SPAGIN6. --I 8' CONCRETE BLOCK SHEAR WALL TOTAL 31'-2' TO THE SHORE 31'-2"x 201 = APR❑XIMATELY 6'-0' 8' CONCRETE BLOCK 1777771 FRANGIBLE WALL WALL SHEAR AT BEHIND ELEVATOR 4'-4' + 12' B❑THSIDE OF ENTRY DOOR 6' METAL FRAME EQUAL. 5'-4' LESS THAN 20% FRANGIBLE WALL 4' METAL FRAME r z FRANGIBLE WALL NOTE FILLED CELL COLUMN MAX. 32" SPACING TOTAL LENGHTH BUILDING 21-1011 4'-1011 1 2'-1011 3'-8" 10'-011 1'-10" 3141 3'-411 31-411 31.411 31-4" 31-411 31-411 31_411 31-811 31_011 31-011 AC PAD F.F.E. —roil G3 Cl TYP. OR "IB NAVD � TYP. o ■ WINDOW 1 M R.O. CIA 1, 1 � ■ 1 CONCRETE SLAB Iml r■ ■ ■ rh FF.E, HWH PA OR 8-0 NAVD FF.E. - " OR 1.5 N G b" T-10" 12" 6" THICK GONG SLAB w/*5 BARS e12" O.C. EACH WAY ON 6 MIL VAPOR s b" BARRIER OVER TEF�"17E \ TREATED WELL COMPACTED FILL 10, r (C1)TYF. 14'-40 1 3'-1011 1 4'-611 ELEV. -10" M SLOPE 2" OR 1.0 NAVD CzARACPE i" THICK CONC. SLAB w/*5 BARS — ,810" O.C. EACH WAY ON (o MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL 9" 4'-211 414' 2'41 1'-4" 5'-11/2" 4'-41/2 � C5 I�_/J111 V!J 1" CQ CI TYP WINDOW R.O. 3'-511 3'-411 3'4" -4" V-4" 3'4' 3'-4" Y-411 3'-411 3'-411 31-411 3'-411 2'-211 lo FIRST FLOOR SLAB PLAN 41-411 it 20'-4" \ 61 t— \ V b1 CONCRETE 5TEF'5 G2 W B ICK PAVER ON TOP ■ ZETE BEAM C.M.U. BLOCK 4-1" X4-j" CUT MASONRY DOWELS TO MATCH GRADE BEAM INSPECTION AND CLEAN VERTICAL REBAR OR FLOOR STRUCTURE OUT HOLE, ELEVATION G-13 ITYP. MASONRY FILLED CELL SCALE: NTS. TIE BEAM HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 811 IN THICKNESS). zRADE BEAM �R FLOOR STRUCTURE VERTICAL FOUNDATION MEMBER E CREST HOLLOW CONCRETE MASONRY UNITS ARE UN O UTED BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE STILLWATER ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). F�' 7U SLAB ONGRADE SEE PLAN A-13 BREAKAWAY SCALE: FRA,6 13 14 15 WALL 16 N 0 0 oftli Ja 0, M y oLO �0 W OuJ ut z Z ul z W o h my L � M J 3= w u oW 3m } a °W 0 M O K W - G V J W 0o CY L <Q >_7 O o z > -. w p O tl) � o � Q � W v E V) =:> < '0 __J C.� Q 00 oo --1 I- U7 MOH E HVN : DATE H.O.A. 03-10-21 CD PROGRESS 6-02-21 C PERMIT SET 07-02-21 Sheet No: (0*1��� A of --sheets 5 1 6 1 7 1 8 1 9 1 10 I 1 1 12 1 2 3 4 5 6 17 8 9 10 11 12 13 14 15 16 f2" TOPPING (BY G.C.) ' ;°• -',< . } SECONDARY POUR i a. i 2* �J' REBAR CONT. g'_8 � GROUTING BUTT JOINTS N (BY G.C.) _� N (BY G.C.) t Y TOPPING GB-1 (BY G.C.) ' ' • , r • TOP OF BEAM - TOP OF BEAM LAUNDRY CHUTE TOP 01= BEAM .24'-2" EL.24'-6" G8-9 _ _ • � 6 SIZE, LOCATION � EL. 24'46" TOP OF BEAM #4 BAR CAST IN BEAM AT 6" U.S. �� �� - LB-1 - LB-1 LB-1 LB-1 VERIFY W/ OWNER EL. 24'-2" 4 -0 O.C., t3 BAR CONT. " " 8 8 G-� 4 x 1 6 LG BAR 3 1 2 3 4 BRG. AND:..:..:..:..:.:..:.:.:.:..:.:..:.:.:::..:..:..:..:.:.:.:.:..:..::::::.:. GROUTED IN CORE, ONE G2 .■ :. PER PLANK. BY G.C. ' .... - ..... .- .. � C2 8" U S .. 8" U.S. ( ) _ :::: { •: :;}.:f•; 3"t 1 2" BRG 3"t 1 2" BRG. F� 8" MASONRY WALL BEYOND �1 p p W/REINF. (BY G.C.) 21'-0" #4 HOOKED BAR CAST IN IA "' 8" MASONRY WALL W/REINF. (BY G.C.) BEAM � 4'-0" O.0 & -� I GPI AND #4 BAR HORIZONTAL IN - _ CORE, ONE PER PLANK. (BY G.C.) I SEGT I ON M 4 / SCALE: 3 " = 1 °-0" � � u fQ ■ U SLOPE roPiNG 2" TO 4" a SEGTION (� ■ _ SCALE: 3/4" = 1'-0" G2 W ::: :..■: i - T Fil cFcntinaRv PnuR -� ) TOPING (BY G.C. : . 1`1._._._.*:. O o :; :::- : TOP ELEV. F FLOOR 25'-4' I U ::: :: ` 6" HOLLOW GORE SLOPIWS 4" 2" TO 3" Q a _ ts Cli U lu 8" HOL CORES SYST M WITH 2" T PING #4 BAR CAST IN TOPPING 4 -0" O.C., AND .. 6" U.S. _ - ■ 3 BAR CONTINUOUS. CB 3 o=�Wo � v I - ■ or�o +4 BAR CONT. +4 BAR CONT. I 3 ±2" TOPPING (BY G.C.) HOLLOU 8" W/ 2 CORE TOPPING t2" TOPPING (BY G.C.) - �' ` 0 Lu 4 J 8" U.S. 6" U.S. G2 LAP VARIES 3 1/2"t 3/4" BRG. _ a00CAST � ::::::::::::::::.:�:�:::::::::::::=:� W/ BEAM WA 04 s BAR GONt. IN 4" SECTION CONC. BEAM Q = !11 t :■� ■ ::: N- ■ ■ ■ :�::(�: ■ ■ ■ ■ ■ :;:;:::::;:::::�::�:::::� �:: ■ ■ :::=:::::::: ■ ■ ■ � W/REINF. (BY G.C.) �: • L:. BAR CAST IN BEAM AT P0 O.C., 4 BAR CONT. AND #4 x 1 -6" LG BAR�_ ONE 6 L �- I GROUTED IN CORE, PER PLANK. (BY GC.) +- " 1 " 13 -6 LB-1 20 4 SEGTI OI V T EL2486AM 91-01 OP BEAM _ SCALE: 3/4" = 1'-0" H GROUTING BUTT JOINTS (BY G.C.) G-4 THIRD LEVEL HOLLOW CORE & FRAMING f2" TOPPING (BY G.C.) •0 TOPPING (BBYY G.C.) -� 1/4 99=10_091 k LAP VARIES : U.S. 'S 3 1 2"t 3 4" BRG. „ LINTEL SAFE LOADS TABLE (CAST-CRETE) crco nnwei ornu n.^ i g_S MARLENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 81_18 B 4'-0" 1966 1363 1207 1016 765 592 411 8U8 8U8 8U8 C 4'-6" 1599 D 5'-4" 1217 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 591 326 8U8 H 10'-6" 475 530 284 8U8 • z;::: Jr8 3/4" BRG. �- #4 BAR CAST IN BEAM AT -A U.S. � - ■ 4 -0" O.C., #3 BAR CAR SLOPE TOPING 2" TO 4" AND #4 x 1 -6" LG BAR l '. cv TOP OF DECKBEAM SCNEDU E GROUTED IN CORE, ONE $ 8EL. 10'-I0° SLOPING PER PLANK. (BY G.C.)E Y WALLTO 10'-0"(BY G.C.) 8" HOL CORES SYSTEM WITH 2" T PPINCx SLOPE 2° CB = CONCRETE TIE BEAM WB = WOOD BEAM O BB =CONCRETE MASONRY BOND BEAM STL =STEEL BEAM '` '� '' jT_�. LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 11 SCALE: 3/4" u " TOP OF FLOOR $ `Y ' 8 8 2i $ RE$AR CONT. ELEV. 11'_4" GB-1 `I ! _� MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL REMARKS ■ ■ ■ ri of i� U R RECE55 i I m G . 4'-8 1/2" , BYSr__ I �I I C$-1 8" x 12" 2- # 5 2- # 5 - D U e' W-2" ,'-4" 1'-011 4.1 OPEN ■ U 1-�- # U� f2" TOPPING :::':r: }:(: :•::•: Q I (BY G.C.) 9'-0" ::. cv °j• :e - ! r.: i i = i % SECONDARY POUR :•,. •3 HAIRPIN s 12"O.C. $ 5 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. (BY G.C.) GB_1 GB 1 G�✓ CANT. GB_1 ■ C5-2 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. •.Ll O■loll I ■ - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ #4 BAR CAST IN TOPPING 4-0 O.C., AND i .; 8" U.S. ,.7.7EL- 10'-2° C$-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. #3 BAR CONTINUOUS. (BY G.C.) .y' : " LAP VARIES Q 16 TOP OF BEAM C$-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH J .. Q 8" MASONRY WALL " jQ 2.9 CB-$ 12" x 24" 3- # 9 6- # 9 #4 HOOPS 0 8" O.C. C W/REINF. (G.C.) OPEN IN 2 LAYERS C$-6 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. >: 6 SGT I O>� ( 3 U ::.: CB-6 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. SCALE: 3/4' = 1'-0" = C3 :..:.t � ���`� Gg_g CB-i 16" x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS ®8" O.C. ................ :.: <: `' -.: _.: $ C$ 8 12" x 28" 3- # 5 IN 2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH TOP OF BEAM TOF OF BEAM $ GB - 2 GROUTING BUTT JOINTS " 32'-6 ELEV. 10'-2" E_. 'O -6" - TOP OF BEAM (BY 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. (BY G.C.) " V-6" 4'-6" B f2 TOPPING EL. 10 -6 t1" GYPCRETE (BY G.C.) CB-10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END (BY G.C.) 01 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT NOTES CB-12 8" x 24" 2- # 7 N 2 LAYERS #3 HOOPS 0 6" O.C. a" U.S. � .; s" U.S. VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS LAP VARIES :i LAP VARIES AND ALL CONCRETE CONNECTIONS AND DETAILS AND WINDOWS BEFORE CONSTRUCTION. 8" MASONRY WALL ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED W/REINF. (G.C.) �— ON FIELD BY BUILDER TO ACGOMODATE THE DRAIN SLOPE A A-4 SECOND LEVEL HOLLOW CORE AND FILED CONDITION. L$_1 8" x 8" 1- # 5 PRE -CAST LINTEL 7 SEGTION 1. ALL LINTELS TO BE BY CAST CRETE AND SCALE: 3/4" = 1'-0" » » POURED SOLID W/ BLOCK AND BEAM A50VE 1 /4 =1 -0 AND LOWER ROOF AT ENRTY 1 2 3 4 5 i 6 1 7 18 9 1 10 1 11 12 13 1 14 15 1 16 o lays � � K = m w a � �_J N N 1 W) - In O F Cl) IS m a. J a. 10 0, M V LLI O �Z y z �y m (� yF v � M J 3= W U N p w m �0 °W 'U Mo K H LLJ W � C J W n,00, o 1- CD a r_-)_ ry Q Q O o 1 C/) z - WWo=D cn C r CD a W E V) =D J 00 � Drawn by. MOH HVN Project No. Cadd File NO.: D C B Sheet No: 90�3 A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 35/8" METAL PLATE N — 2x6 SAFEGUARD TOP TOP BARS STD. NOOK TOP E BOT, �— 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) 36x DIAM. t 35�s" VERt, METAL (25 ga.) �I` 4- Iz- STIRRUP STUDS 'a 16" O/C STANDING SEAM METAL ROOF INSUL. AT SELECTED AREAS 0-00000 4 T1'P. BETWEEN COND. B UNC� � — --- SPACES SEE ANCHOR SCHEDULE VERIFY w/DIOGO> �RACTOR aROOF PLAN FOR TIE DOWNS tK Q 0 � • „ 2" 2X6 TRUSSES PRE-ENCx. ROOF 2X6 r<B. n 2 TRUSSES 24 O.C. I V i LL_BOtt. BARS �/ „ BLOCKING kr O �z M R (GREEN) GYP BD. DRIP EDGE � � 2x2 PICKET SPACED TO i " ALUMINIUM SPRAY 6" FOAM R-22. INSULATION AT WET AREAS DOUBLE TRUSS STRAFING *8 FRAMING SKEW FROM TRACK © REJECT 4" DIA. BALL. L1 L2 L3 � TOP OF BEAM VARIES � • p (VERIFY OWNER FOR STYLE TO STUDS TYPICAL (SEE ROOF PLAN) C,, O NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A"X 1"O.C.x2 ROOF EDGE. CEDAR I P.T. Ix3 FIRESTOP CONT. MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. 2x8 R.S. CEDAR TAPGON 24" O• !L 1- 2'-0" O.N. READ CONC. SLAB wi � �� �co>�tE BEAM L 1/4" COUNTERSUNK LACE SCREWS (I EA. PICKET) DECORATE OUTLOOK SEE ELEVATION R-9 MASONRY CORE FILL INSULATION STAIR - I L-8 STEEL PLACEMENT L-1 1 INTERIOR WALLS STUCCO LAP SIDDING NOTE: � INTERIOR KK-INKS ��ATIO STRINGER � � ON SECOND FLOOR t ASV. N.T.S. N.T.S. NON BEARING WALL P.T. ix3 FIRESTOP GONT. R-9 MASONRY CORE FILL INSULATION CIDI WATER PROOFING COATING ON WINDOW SILL JAMBS AN HEAD 1-1/2 ° BLK RccEssE 1,2GYPSUM BOARD APPLY AROUND CORNER AND CONT. RE -BAR ON P.T. MTL FRAMING FURRING g 16"O.C. /� f � EXTEND 6• ALL AROUND THE FACE K i I I /� I OF THE WALL TOP OF BEAM 8 CONCRETE HOLLOW CORE I ,54FEC�;UAfRD DETAIL TOP GONT. BARS VARIES (SEE PLAN) I SPLGE AT MIDSPAN � °-9�;--- Q-�-�----------- 1 ONLY AS REG2'D _-°--- - a=----= -=�- = NOTE, 1 NOS' STUCCO BAND 14 PRIOR TO BUCK INSTALLATION SEE ELEVATION HANDRAILS TO RETURN TO WALL APPLY A WATER RESISTANT COATING 0.30 L-1 „ „ OR END AT TERMINAL POST I PER FBC RESIDENTIAL R-7034 AND "G" BAR "D" BAR OR L3 E BAR • �' OVER CD SPACES LOORING RELIEVE I AAMA 714 FOR FLUID APPLIED MEMBRANES I USE PROTECTO LWM200 BY PROTECTO WRAP w OREATL R-19 SPRAY FO M INSULATION v 030 030 CANT. CONC. TIE BEAM EX•ERIOR 030 LI LI OR L2 LI OR L2 (. SPAN SEE BEAM SCHEDULES GREATER GREATER DROP CEILING HEIGHT VARIES FLOOR I I STRUCTURE I SMOOTH STUCCO ON 1/2" GYPSUM BOARD FIRST FLOOR ON P.T. MTL FRAMING FURRING w 16"O.C. 0.125 0.125 OJ25 � R-13 MASONRY CORE FILL INSULATION LI BOTT. LI L2 BOTT. 0.1B BOTT. OVERLAP VERT DOWELS HEADER S 1 GONT. GONT. L2 GONT. MIN. 4'-8" (SEE FOUND. PLAN R-11 FOAM INSULATION GIRDERER TRUSS (2R, +TR = 24 TO 25) I � (oil „ "B" ... - -1,2" + i.2" + lm" = 2�•.�G" pp � MIN. B BAR MIN. MIN. BARS FOR slz�" BLK RGGESSE ....... CMU WALL / FIN. GRADE WOOD BASE CANTILIVER H 2x TREADS SPAN OU FIN. NAILED AND I / Ll L2 L3 `�ELEV.,a'-0" x x x", e • MA SET IN MASTIC 1 L - — NOTE: "Du BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLE55 "0" BARS 1 � x � csRADE BEAM FROM A ),AGENT SPAN ARE GREATER OR "G" BARS OR "E" BAR5 ARr REQUIRED 2x12 STRINGER \_ FIN. FLOOR WINDOW/DOOR OPENING WALL CONCRETE PILING STIRRUWATERPROOFING DETAIL BEAM RE I NFFoRG I NG 5/0= *3 END SEE PILING PLAN OPEN 31G = #5 GLOSM C' P.T. 2x4 SOT. N.T.S. 2M = #2 HOOOPS PLATE OR APPV'D EQUAL. F4 DOOR & WINDOW DETAILS F-8 BEAM REINFORCING DETAIL F 14 TYP. WALL SECTION N.T.S. 1/4 It= i _o,► E NOTE5: HANDRAIL SHALL BE DESIGNED 8 CONSTRUCTED FORA CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. 36" H. STAIR HANDRAILS HEIGHT 30- 34" PICKET TO REJECT 4" PICKETS AT 4"" Gs W/ OD.G. MAX. O.G. " STYLE AND DESIGN AS SELECTED BY OWNER SAFE GUARD RAILS HEIGHT 42" MINIMUM E 51MP50N LT512 5TR,4P N,41L5 EL.EV. EXISTING 2ND F OOR TOP OF 2ND FLR - - - - - - - - E-1 TYPICAL INTERIOR STAIR & RAIL DETAILS TO�4c� OF LEDGER �1/ IOd N,415 AND LU/401 N41L5 TO TRU55E5.00 N.T.S. 01 — 2X� J=EDC R W�' "x3l' TAPCON 2"x6" JOISATT ]to OCNDING I D AT (o" O.C. 6TAGGED 0I PROVIDE FIRE STOP AT MI POINT (TYPICAL TOP AND E30TTOM) I OF EACH RUN OF STAIR A"ks i 2 12 g 12" .0 SIMPSON LU528 OR CONTINUOUS BARS 0 EXTEND TO EQUAL AT EA —STAIR WITHIN 1 1/2" OF FORMS FOR BEAMS, STRINGER 2" FOR FTGS 0 SEE SCHEDULE 2-2"X12" LEDG P FINISH TREAD C ATTACHED TO LL W/ AT CONTRACTORS OPTION, PROVIDE 5/S" X 7 1/2" L W DGE 3/4" CDX.RISER 4 SUB TREAD CORNER BARS SAME SIZE 4 NUMBER AS ANCHORS W/ UJA HERS BEAM OR FTG WITH GREATEST TOTAL 12" O.0 BTAOG RED AREA OF STEEL IN LIEU OF STD 130° AGI 2x4 P.T. LEDGER BD. SECURED TO SLAB HOOKS 0 LAP BARS 48 BAR? EACH LEG. W/3" HILT( PINS OR EQUAL AT 12" C;/G. NAIL STRINGER TO LEDGER W/ 16-6 NAILS STANDARD 9®° AGI NOOKS 1 1 B — 51MP50N LU52(o W/4-10d NAILS ELEV. +0'-0" STAGGERED. ° e e e e e d e e e e e a 4 >• " e e s a e a p' -..6 .•esaes '. s e NOTE: AT BEAMS w/ GONG TO TRU55E5 4 4 lOd NAILS FINISH FLR COLUMNS BELOW 0 E _ _ HOOK BARS DOWN INTO TO LEDGER COLUMNS 4 LAP 6 VERTS A A-1 CORNER BEAM A-7 LEDGER DETAIL A-12 TYPICAL STAIR DETAIL NTS FOOTING SIMILAR N.T.S. AT ROOF TO CONCRETE WALL NTS. 1 2 3 4 5 6 7 1 8 9 10 1 11 1 12 13 14 15 16 N ■n� o 04 ,C4 ' N 10 W 0, 1 o° y V) W 4 W Z y z �W o� m11 L y? M ou. J QiJ �_ w V p w 3m r Z 'U w Mo K LJ E IS W W 0 o E � E o a_J O wWo� O cn uJ C) m E Q W E V) J v Q��C/-) � Drawn by. MOP PVN Project No. Cadd File NO.: D DATE CD PROGRESS 6-02-21 PERMIT SET 07-02-21 C i Sheet No: 8-5 A of --sheets ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE F - KITCHEN HOOD DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED WP• WEATHER PROOF DUPLEX OUTLET GP.C.I. r FLOOR OUTLET L._.J Q TELEPHONE JACK TELEVISION JACK (� CENTRAL VAC. HOSE OUTLET 34 WALL SWITCH 4-P 3-WAY WALL SWITCH 44a 4-WAY WALL SWITCH -464P DIMMER WALL SWITCH -(,4= MOTION WALL SWITCH 0l PUSH BUTTON SWITCH T WALL OR CLG. MOUNTED FIXTURE B J. OX TTT JUNCTION BOX P� 4 ).- PULL CORD FIXTURE Y ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE 1-----I FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN CABON MONOXIDE DETECTOR t SMOKE DETECTOR COMBO OT THERMOSTAT 8T SPRINKLER TIMER INTERCOM K/P SECURITY SYSTEM KEYPAD -M MOTION DETECTOR oa o CHIME DOOR ALARM SOUND WHEN OPNED -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE AND SHALL LOCATE THE METER d PANEL A5 REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 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 HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE GF.C.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FIN15A 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 NEW BRANCH 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 15 IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) - TAMPER RESISTANT RECEPACLE5 (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC210B2 ALL 125 VOLT5 15 4 20 AMP. RECEPTACLE 1! G-5 1/4 "=1 ' —0" SECOND LEVEL POTAIBLE GENERATOR PLUG: OFF OFF Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W Q Q q Li � � W r n ry u� _ (D f � ,0 _, f c.� �� 00 �--- • .� ---I C/') co co N Lij co r. cn u7 0 0 N 07 co o r) z rl) a a) o Q � 41 41 0 Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 A 5 FIRST LEVEL CA 1/4 91=1t—off Sheet Number L11 ELECTRICAL LEGEND TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10,000 g ELECTRIC METER ELECTRICAL FANEL 'A' 1 BRKR WIRE LOAD (W.) DESCRIPTION CKT! CKT? DESCRIPTION LOAD (W.) WIRE BRKR. 0 ELECTRIC PANEL A/C DISCONNECT 1 2 EPOOO 40/2 *8 1,500 A.H.0 01 W/ HEATSTRIP A.G. COMPRESSOR 01 N/C *8 30/2 3 4 ® 240 VOLT RECEPTACLE DUPLEX OUTLET 5 6 DUPLEX OUTLET -HALF SWITCHED 20/2 *10 1200 INLINE WATER HEATER (GAS) OVEN 5000 *6 40/2 � g W.P. WEATHER PROOF DUPLEX OUTLET G'F�"I' Q TELEPHONE JACK 20/2 *10 1200 COOKTOP (GAS) 9 10 - i— WATER HEATER 4500 010 25/2 11 12 TELEVISION JACK 13 14 - -- OV CENTRAL VAC. HOSE OUTLET 20/2 *10 2500 DRYER SUS-PNL 5 12,125 % 60/2 15 16 414 WALL SWITCH 20/1 *12 1200 WASHER I1 IS --- -- 34°' 3-WAY WALL SWITCH IRRIGATION PUMP 3500 012 25/2 20/1 *12 1200 JACCUXI PUMP 19 20 _64� 4-WAY WALL SWITCH 20/1 412 U2 LAUNDRY LIGHTS 21 22 GF.I. RECEPT. 0 *14 20A -r,� DIMMER WALL SWITCH 20/1 *12 O2 GF.G.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 0 PUSH f AJTTON SWITCH 20/1 *12 G.F.I. RECEPT. OUTSIDE 25 26 - — — 1 -(} WALL CA CLG. MOUNTED FIXTURE TT DRYER 2500 *10 20/2 20/1 *12 G.F.I.RECEPT. OUTSIDE 21 28 EXTERIOR WALL MOUNTED FIXTURE 20/1 *12 1200 WASHER 29 30 SPARE J. SOX �7?- 1 JUNCTION SOX 20/1 'M2 SPARE 31 32 SPACE Y;- PULL CORD FIXTURE -- -- ® RECESSED LIGHT FIXTURE SPACE art 38 - - V.P. ® VAPOR PROOF RECESSED FIXTURE 39 40 I---i FLOURE5GENT LIGHT FIXTURE FLOOD LIGHTS - NOTES: N/C = NON CONCURENT A/C LOADS ® EXHAU`�' I' FAN TYPE SQ ,D, LOAD CENTER MAIN BUS 60 AMPS O SMOKE DETECTOR SERVICE 120 / 240 10 3W NEUTRAL FULL IT THERM03TAT MOUNTING FLUSH MAINS M.L.O. 07 SPRINKLER TIMER POLES: 40 A.I.C. 10,000 -- SUS — FANEL S (GENERATOR PANEL) U INTERCOM ® SECURITY SYSTEM KEYPAD 5RKR. WIRE LOAD (W.) DESCRIPTION CKT" CKTM [DESCRIPTIONLOAD (W.) WIRE 5WR_ MOTION DETECTOR 20/1 012 O2 G.F.I. RECEPT. GARAGE 1 2 Gr-r-I. RECEF='T_ 54THROOMS 0 *12 20/1 00 o CHIME 15/1 *14 M. 5EDROOM 3 4 DEN / GUEST *14 15/1 CASON MONOXIDE DETECTOR AND SMOKE DETECTOR COM50 M. 5EDROOM 5 6 DEN/ GUEST M. 5ATH LIGHTS g BEDROOM *2 M. 5ATH LIGHTS g 10 BEDROOM *3 KITCHEN LIGHTS 11 12 LIVING ROOM 20/1 "12 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 *12 1200 DISHWASHER 15 Iro DISPOSAL 1200 #12 20/1 20/1 *12 1200 GARAGE DOOR OPENER 11 18 MICROWAVE 1200 *12 -20/l 20/1 012 SPARE 19 20 SPARE 40/2 *8 1,500 A.H.0 *2 W/ HEATSTRIP 21 22 A.G. COMPRESSOR *2 5000 N/C *8 30/2 23 24 SPACE 25 26 SPACE — 21 28 29 30 lU ALL BEDROOM CIRCUITS SHALL 5E ARC -FAULT PROTECTED (NEC 210-12(5) 0 GEN LIGHTING ( --- SF 6 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS 1st 10.0 K.W. 6 100% 10.0 REMAINING K.W. e 40% 15.5 3-i650 A/C HEAT STRIP a 65 ., 12.15 240 v 3-1,650 K.W. 3-*2/0 COPPER IN 2" PVC MAIN BKR DIG200 COMBO 200 NEUTRAL 3 MAC. -I ANU. *1 ¢ AMP 5 IRS �C�lllf . DRYE 6 g METER MAIN FEED THROUGH LUGS BLANK BLANK 10 FILTER UNDERGROUND TO FP4L TIE --IN <_ LOCATION 2*6 W/ n NEUTRAL IN +r -- 3/4" P.V.G. 200 11100 A1'-If= A1"'IF i=NL : L1 5 FN L S 22000 1 A I C A.I.G. 10,000 *4 COPPER GROUND TO 5/8x8' GROUND ROD 4 COLD WATER PIPE d FOUND. STEEL NOTE: ALL FIXTURES IN CL.05ET5 TO C;0 1PL'1' W1 NEC 410-8 E L E C T F� I C A L Fz� � 16""E F;� Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 L L ME C) U M Q CD C) O Q z � o rya W Q U 00 I- 7,1 N I Ln 00 _a I O O N a) O K) Z M N c m O U QLL_ s c O 0 00 N N � f� p N _1 Q tt e✓ 00 Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number z Q z w IL THIRD LEVEL 1 4,a_ 1 1_0» G14 I GENERAL NOTES