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HomeMy WebLinkAboutBuilding PlansR301.2(l CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND DE51GN SEISMIC DE51GN 5U5JECT TO DAMAGE FROM WINTER IGE BARRIER FLOOD AIR MEAN CATEGORY DESIGN TEMP. UNDERLAYMENT HAZARD5 FREEZING ANNUAL SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE REQUIRED INDEX TEMP MPH. EFFECTS DEPTH 110 MPH. EXPOSURE "D" NA. NEGILIGBLE NA, VERY HEAVY 40 DEGREE NA. ZONE AE. 6.1D 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. AC. ACOUSTICAL AIR CONDITIONING LAV. LB. LAVATORY LABLE A-2 SHEET NUMBER 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 LTG LEFT HAND LIGHTING ELEVATION NUMBER FOR LOAD BEARING CONCRETE MASONRY TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AFF AHU ABOVE FINISH FLOOR AIR HANDLING UNIT LOC. LOCATION ELEVATION REFERENCE ai SHEET NUMBER THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, AND ANCHORAGE FOR FINAL INSTALLATION. ALUM. ALUMINUM L.W. LIGHT WEIGHT ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY ALT. ALTERNATE SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ANOD. 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 SECTION NUMBER SECTION REFERENCE 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 ,a>; 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. MAX. MAXIMUM MECHANICAL ROOM REFERENCE 102 ROOM NUMBER NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. © AT MTL. METAL 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. BF BOARD BOTH FACES 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 BLDG. 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. BLKG. BLOCK BLOCKING MUL. MULLION WINDOW REFERENCE WINDOW NUMBER O 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 BM. BEAM N.I.C. NOT IN CONTRACT 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 MATT-RIALS REQUIRED FROM THE SUBCONTRACTOR. BOT. BOTTOM N.T.S. N0. NOT TO SCALE NUMBER PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CENTER"'. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. FIRESTOPS B/O BOTTOM OF O.C. ON CENTER NOTE REFERENCE 0 REFERENCE NUMBER CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT CAB. CPT. CABINET CARPET O.D. OUTSIDE DIAMETER REVISION REFERENCE � REVISED 00/00/00 NOT GRI�ATER THAN 150 FEET O.C. PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) CI CAST IRON 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. C CAULK CENTER TO CENTER 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 CEM. CEMENT OFF. OFFICE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET. CER. CERAMIC OH. OPNG. OVERHEAD OPENING 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 DOOR POCKETS. CT CLG. CERAMIC TILE CEILING OPP. OPPOSITE CODE INFORMATION 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 CENTER LINE PL. PLATE RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. CLR. CLEAR PLAS. PLYWD. PLASTER PLYWOOD FLORIDA BUILDING CODE, EDITION 2020 (1th EDITION) CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. CL. CLOSET PLAM. PLASTIC LAMINATED THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CJT. CONTROL_ JOINT PR. PAIR FLORIDA BUILDING CODE- RESIDENTIAL 2020 (-1th EDITION) FOUNDATION NOTES CENTERED IN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. CMU CONCRETE MASONRY PRCST. F&I REER SQUARE FOOT AND COMPLIANCE WITH SEC. 31013.4 4 R322.3.'B 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 CONST. UNIT CONSTRUCTION P.S.F. P.S.I. POUNDS PER SQUARE INCH 1=L.ORIDA BUILDING AND RESIDENTIAL CODES DESIGN ELEVATIONS IS BASE FLOOD: 6'+1' COORDItIATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED NATIONAL ELECTRICAL CODE - APPLICABLE EDITION MASONPY 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 THROUGH 3 OF ACI 530/ASCE - f'm PSI 1500 FOR MASONRY - 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES COMB. CONC. COMBINATION CONCRETE RAID. RADIUS !OCCUPANCY GROUP: GROUP R-3, SINGLE FAMILY RESIDENCE PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL IN THICKNESS. CONN. CONNECTION RADN RADIATOR, RADIATION CONSTRUCTION TYPE : TYPE V, MUST COMPLY Wj ALL GOVERNING CODES AND REGULATIONS. ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE CLASS AND GRADE OF ' CONT. CONTINUOUS R. RISER 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. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 NAILING SCHEDULE CONTR. CTSK. CONTRACTOR COUNTERSUNK REINF. REVS. REINFORCE REVERSED BUHLDING DESIGNED AS: ENCLOSED BUILDING HEIGHT: LE55 THAN 60'-0" RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CFL. COUNTERFLASHING RH. RIGHT HAND 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 READ. 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 ELIIlDING EXPOSURE: 11D') PROVIDE LADDER TYPE JOINT REINFOR-"EMENT EVERY 2ND COURSE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DP. DAMPROOFING R.O. ROUGH OPENING VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. DECOR. DTL. DECORATIVE DETAIL S.C. SOLID CORE WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH ROOF SHEATHING NOTES: DIA. DIAMETER SCHD. SEAL. SCHEDULE SEALANT (3 - SEC. GUST) FOR ENCLOSED BUILDING FRAMING: DIAG. DIM. DIAGONAL DIMENSION SEC. SECTION DESIGN ELEVATIONS 15 BASE FLOOD: 6'+1' ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. DIFF. DO. DIFFUSER DITTO SERV. SHT. SERVICE SHEET TOP CHORD LIVE LOAD: 20 LB. PSF ROOF TOP CHORD DEAD LOAD: 16 LB. PSF 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 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 r DOUGLA.; FIR SIM. S.O. SIMILAR SHUT-OFF SOTTOM CHORD LIVE LOAD: 10 LB. PSF 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. DOWN DOWN SPOUT SL. S. SLIDINGD.S. SOUTH BOTTOM CHORD 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 : 40 LB. P5F PANEL MANUFACTURER D. DRAIN SQ. SQUARE FLOOR LAMINATED WOOD BEAMS SHALL BE TIMBERMAX LAMINATED VENEER S.F. SQUARE FOOT FLOOR DEAD LOAD TOTAL: 10 L8. PSF CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. PLANTER WATERPROOFING:E. EA. EACH EAST SST. STAINLESS STEEL IMPORTANCE / USE FACTOR: 1.0 Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K EMER. EMERGENCY STD. STL. STANDARD STEEL MIN. SOIL BEARING PRE55URE: PILLING FOUNDATION DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR ACE OF ENG. ENGINEER STOR. 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 EXTERIOR 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. EQ. ELECTRICAL EQUAL SUS. SUSPENDED SHUTTERS: NOT REQUIRED (IMPACTED GLASS) APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS INSULATION EQUIP. EQUIPMENT SW. SWITCH SHALL BE SECURELY SPIKED TOGETHER, EST. ESTIMATED) SYM. SYMMETRICAL SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 EXH. EXHAUST T. TREAD CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EXP. EXPANSION T.C. TOP OF CURB 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 BE EXT. EXTERIOR TEL. TELEPHONE '�OMPONENT 4 CLADDING: ES SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 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.O.F. F.O.M. FACE OF FINISH FACE OF MASONRY T B T-0 TOP & BOTTOM 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 SHOVER/TUB F.O.S. F.H. FACE OF STUD FIRE HOSE TC TOP OF CURB NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS FINP. FIREPROOF TW T.O.C. TOP OF WALL TOP OF CHIMNEY WALLS 2 CLR. OUTSIDE FACE, 1 1/2 CLR INSIDE FACE. SPECIFICATIONS FOR WOOD CONSTRUCTION. SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE FIN. FINISH T.O.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) 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 CATEGORY 1 - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST FLG. FL. FLASHING FLUSH TOILET PAPER HOLDER THIRD LEVEL = 1799 SF. 161785 CF. BEAMS 1-1/2" CLR TO STIRRUPS COMMITTEE. FLUR. FLUORESCENT T. P. 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. FTG. FOOT/FEET FOOTING TYP. UL. TYPICAL UNDERWRITERS LABORATORY TOTAL UNDER AIR 4303 SF. 44,334 CF. WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION -NOTIFY ARCHITECT IF A CONFLICT EXISTS. U.O.N. UNLESS OTHERWISE NOTED I,l ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' GA. GAUGE UTIL. UTILITY COVERED ENTRY = 37 SF. ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL " ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN GALV. GB GALVANIZED GRAB BAR VB. VAPRO BARRIER BEACH TERRACE = 280 SF. CONFORM TO TYPICAL DETAILS SHOWN IN THE MANUAL OF STANDARD 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 BALCONY = 357 SF. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, DRILLED AFTER PRESSURE TREATMENT, THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) GL. GLASS VENT VENTILATION LATEST EDITION". 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 ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER WP. W.C. WATERPROOFING WATER CLOSET TOTAL UNDER ROOF 5764 SF. FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI HWD. HARDWOOD W.H. WATER HEATER 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE HDW. HARDWARE W/ WITH 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) HTT. �HjEIG H(N�TG W/0 WITHOUT CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF NON -BEARING PARTITIONS: HOLLOW METAL WD. WOOD DRAWING INDEX INTERSECTING ELEMENTS. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. HOR. HORIZONTAL WT. WEIGHT WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x4 WD. STUDS 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.B. H.C. H.S. HOSE BIBB HOLLOW CORE HAND SHOWER SYMBOLS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND STANDARD BUILDING CODES. HVAC HEATING/ VENTILATION 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 & AND 2.1 FIRST FLOOR PLAN S-2 SLAB PLAN MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB INCL. INCLUDE ANGLE 2.2 SECOND FLOOR PLAN REINFORCING AT EXTERIOR PATIO/PORCH SLABS. TILE, CARPET FINISH SELECTED BY OWNER. IN. INCH � S-3 ROOF PLAN ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED INSUL. INSULATION AT PLUMBING RISER VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE, THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: TNT. INTERIOR � CENTER LINE S-4 ROOFING PLAN 3.1 FRONT &REAR ELEVATIONS ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD JB. JUNCTION BOX # DIAMETER OR ROUND S-5 DETAILS SHEET 3.2 LEFT ELEVATION # POUND OR NUMBER ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. K.O. KNOCK CUT 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 tJ l c) W � � 0 C) Q Q O C o� O W LJJ � CJ OO � U 0 00 00 cD N I LO 00 0 0 0 N U) o n z a� a C i 0 o Q u co .., N J 0 F c.. o 00 t Ec z w LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number NO MONUMENT FND FND NAIL & DISK r LB # 4286 1 r \ \ 1 r ` r r \ > tO \ FLORIDA STATE PLANE COORDINATE r Wr NAD 83/90 US SURVEY FT. (TYP) r Oc9r `\ N 1112357.406 r \ r O E 895895.184 ELEV. =4.70' \ \ FND 5/8" IRC rr CGS\ \\ LB # 4286 r 00 r �(, A i fi'o0OO 00 r �, n0 \ r s cp rr �� �w r 2 � rr rr rr r \ TATE PLANE COOR 1 \ SURVEY FEET (TYP) r N 1112227.156 r E 895898.498 " IRC, LB # 7903 r �, 1 FIRE 1 rr HYDRANT rr rr rr ` G" 1 1 1 1 1 1 I t 1 1 1 � 1 1�1 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 xt 5•' '�36r E N6 ND 5/8" IRC Lk # 4286 N 1112211.86 E 8t 5961.41 oo` ts 7 � \ V �5 ° o m `\ \� PALM TREE BENCHMARK ,� \ N. RIM MANHOLE \ ` ELEV. = 4.83' \ \ NAVD OF 1988 ` FND NAIL & DISK ` l \ SEASONAL HIGH WATER LINE _ MEAN HIGH WATER LINE LOCATED ON 04/05/2021 - ► \ LOCATED ON 04/05 /20� \ NAVD OF 1988 AT ELEV \ 2�. NAVD OF 1988 AT [:LEV 5.3' cp 4- 0.5' \ \ \ 7 �-A EASTERLY MOST N �O DUNE GRASS 0 0' CONTOUR LINE O I °3A �\ \\ 25 I \ \ \ �J \ \ \2 tp PALM THE o , \\ \\ �o\v \\ \ � SEASONAL HIGH WATER GRAP \ \ \ "\LINE \ \ S \ LOCATED ON 03/16/2021 NAVD OF 1988 AT ELEV 7 \ \ \ \\ \ \ 5.3' PALM TREE AGRA E ALM REE \ \ °\\ \\ \ \ R PE �•OOr i \ \ FND 5/8" IRC \ \ \ LB # 4286 \ \ N 1112265.41 \ \ WESTERLY MOST E 896079.32 \ \ \\ \ DUNE GRASS LOT 41 \ \ VACANT \ moo\ \ FND 5/8" IRC LB # 4286 \ \ N 1112211.86 E 895961.41 \� \ SE LOT 42 OCCUPIED FFE = 7.0' �'ALM TREE FND 5/8" C 4286 N 1111973.20 Z ONE AE— 6 E 896209.55 �-�Q� LOT 43 VACANT / N LS 169 � 5 0 S$ \ ` FND 5/8" IRC E 8 964.27 LB # 4286 BEN C MARK n \ \ N 1111973.20 ELEV= .55 02,�� ` E 896209.55 653136, Qc N 12al� 36 s� Q0Z Cp O \ FND 5/8" IRC \ ` \ LB # 4286 �o �cp, 41- \ ` N 1112029.794 E 896044.237 ��O 2 FIND 5/8" IRC LB # 4286 \ `\ �lirnw \ \ cpr FLORIDA STATE PLANE COOK - X\ \> \ NAD 90 US SURVEY FEET (TYP)O- ni 1 1 1 1 QQc F-G Q \ oN� oZ V�� FND 5/8" IRC o\ LB # 4286 00 \ N 1111973.20 E 896209.55 O 00� O -)3O � 0 _ASTIC FENCE �� 0 CPO n 0 FND 5/8" IRC LB # 4286 0 A OZ 2 N 1112082.760 X-3 \ E 896160.606 FND 5/8" IRC LB # 4286 Or �r r FIND 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 �� (P ENVIRONMENTAL PROTECTION 0 MON # S-765 FND 4X4" CM/ LB # 4286 AI ml- TE 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 0 c: D W � 1— Q 0 C) O LL O O I I W W � O ..aW C:)LL_) O U 00 Q -11 00 N i Uj LO 00 L0 o 0 QL N _F_(D o to z r1r) � o N O Q� s� 00 N N J 0 f 0 (0100 � Qo r z z ry w LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number 6;�)o ll � SITE PLAN � ,P_a•-zo CONC. 51 N.T.S. 35,$" METAL PLATE TOP 4 BOT. 35/8" VERT. METAL (25 ga.) 5TUD5 'a 1I" O/C IN&UL. AT &ELECTED AREAS 4 TTP. BETWEEN COND. 4 UNCONDITIONED 5PACE& VERIFT w/ CONTRACTOR '/2 " G'IrF. BD. OR 'i2 " M.R. (GREEN) GTP BD. AT WET AREAS #8 FRAMING &REW FROM TRAC< TO STUD& TTP I GAL '"X 1 3" TAPCON 6 24" O.G. ,INTERIOR WALLS WALL TYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH OR 2 x 4 STUDS• O.C. I I • ONE LAYER OF : TYPE:! ! �i?�1i1•?i���•?i1t?�Ii�AND ONE OF BD. ON OF OR 6" METALR-11 BATT. INSULATION. ONE HOUR RATED PER ; EDITION 2020 1' WALL SIZE) ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH O.C. FRANGIBLE WALL NOT SECURE TO THE FLOOR ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING @ • O.C.1 1 INTERIOR : STUCCO ON EXTERIOR OF : ! P1 1 1' • INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK. • :1A'1 PARTITIONS 1 TYPE INDICATED ON PLAN ARE UNDERSTOOD TO NOTES - I. NO MECHANICAL, ELECTRIC OR PLUMBING 16 ATTACHED OR IN A FRANG15LE WALL. 2. FRANG 15LE WALL5 NOT 5ECURE TO THE FLOOR) 3. FILLED CELL COLUMN MAX. 32'' 5PACINGc RT C,4E 51 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 FL.ORIDA 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 U W 0 C� o W � - I ry Q � C coo z LI I � o CD � W O U e�0 -,fi Cn 00 00 N I Uj 00 v 0 0 N N o z o C �L N O 00 N _y 1`0 p N _! Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 �I 1/4"=1'-0" FIRST LEVEL 1 2 GENERAL NOTES Sheet Number �o� WALL TYPES � VAJ G-1 1/4 If= i ' -0" Ell wj -V 12'-4" 18'-5" 6'-m" LAUNDRY CHUTE 3 O Cx O SIZE, LOCATION VERIFY Ill/ OWNER - ------------------- � o0 00 00 / v - (� I ■ ----------------------------------------------- ------- i 6'-91174b"21 13'-411 1 , � -� 42" HAND RAIL o DIN R M f KITCHEN I - ■ I REJECT A 4 ERE TYP. ■ 1 lm'-8" CLCx. 1 1 6' lm'-8" CLCs. I LAUNDRY(�2 - 1 1 2-2080 ■ 61-211 - BED RM 4 I M EGRESS 1 1 1 (2) 288m 1 ' I 1 W/ TRSM ' 0 1 1 Q /// 211 b'-lmii I M _ + 1 @ lm" ■ ■ --- ■ 1 COVERED I ' OCEAN ROOM , (Q 7 /�} T N I ' ' 1 BALCONY F�l i ® 1 I ` / I 1 / 42" LOWER WALL II 1'-0" 8'-0" S,I I 2m'-8" I 21-211 41-6" i'-8" , 1';6'I ' 4'-0" 1 1 4'a8 1/L11 I ,1 13'-41, 61_/r1i REJECN D RAIL TO I/ I 411 II ■ SPHERE TYP. NOTE 6 ----� HS M 1 , -------------------------- - ------ -------------- ' I I I I I I I I POWDE qz�� 1 I 1 1 � 1 , 1 i I 1- ARCH ' s 9'-m" ' L------------------------------------------------------------- __--SQ},�IT 1 --- �_ ABOVE ; 13 m" I 4'-2" 4'-lm" _ -6" '-211 213 G 1 S fil ,3 11 1 1 _ 1111 , I 3 + ' + 3 ' + 2 lid T 2 ) Io' 0 - ■ j 2 880 _I ■ ■ ■ ■ ■ ■ ■--------------------- FFTT ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �``" �`` J `` `-/ OC (2) _O O 0 1 - 31-0 011 51-011 4'-5 1/2 13'-9" 22'-I0 1/2'I II'-2 1/2" 5'-0 1/2" 66'4' 31.411 (1_011 SECOND LEVEL 0 11'4' NOTE FILLED CELL COLUMN MAX. 32" SPACING 15'-1 1/2" i51-81, 11.11 1 IMII LAUNDRY CHUTE E� SIZE, LOCATION EGRESB VERIFY W/ OWNER 44" H. 8x8 COLUMN TYP. 6 2 12" HAND RAIL TO :EJECT A 4" SPHERE TYP. ■ ■ ■ ■ ■ ■ ■ ■ MI I I I 1117111 IM11■ ■ ■ ■ ■ 42" HAND RAIL TO 2480 26W REJECT A 4" SPHERE TYP. ■ � � O n, — ----� WIC. 0 24� 1 r- a i BATH = WIC. ■ M. BEDRM -' cq 1 COVERED p ® Er�88 ( V-,{11 cLC� M BED RM 2 - M BED RM 3 ■ n, I BALCONY 1J/ 12" TRAY ' WI C. , g1-m„ 811 IS'-m" { 5'-3" 11'-911 0 5'_0" -' 13'-0" r EGRE5S I I (2) 288m W/ TRSM 1 HS 1 ■ ■ "' 2880 two ■ _ K. s 1 ■ ■ ■ 2-20W77� 8'-m" li'-2" (11/2�' 4'-81 ( 8" 13'-411 = N tEV. _— BATH 3 O ----------- `r �n 42" HAND RAIL TO - REJECT A 411 I / \ O ■ � - 3'-2" 3'-lm" SPHERE TYP. � — — — — -� M,�' 42" HAND RAIL TO 1= Q 1 I— , I� ( 1 ■ ■ ■ ■ ■ 1 14 151-81' - 1' 9" lm'-311 1 I I 113' m" 1 1 1 I I I I 41-211 15'_ �■ m M. BATH 2( WIC r OFFICE a ►� 9'-4" cLC�. I 42" HAND R41L '0 z N O I I REJECT A 4' 1 ■ �� I I I I SPHERE TY ■ ■ ■ ■ ■I I I I 117 11111 IMSMIMI■ ■ ■7�1_ 1 H I IIMI I I I I I I I IM1■ ■I I 11MI■ ■I I I I I I I I IIMI I I I I I I■ -511 w 29'-9 1/2" 661-411 [Ez"I 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 80TH 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) 3 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 1-5/8 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.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W 0 W � C) C) cy �= C) • Cf) V z C:) z c) �WCyo o U -j O <I�� U trD 00 Q —.-I U') 00 00 N I Uj tf) 00 0 0 N a� o n z 1`0 DUJ LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number L� A-1 1/4 If= 1 9 -0" THIRD LEVEL 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 HIP/RIDGE COVER FASTNER CLOSURE STANDING SEAM 1 ALUMN.. ROOFING STANDING SEAM ALUMN.. ROOFING 2(o GA. GALV. METAL = VALLEY FLASHING to FASTNER AT 12" O.C. 0 PLYWOOD STANDING SEAM ALUMN.. ROOFING "—' ? _ SEE 'S' DWG5 d 1L 3/4" CDX PLYWOOD SHEATHING 26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING -a; NEOPRENE SPACER ROOF CL I P STANDING SEAM ALUMN.. ROOFING ATTACH R4ILNG FLANGE TO HOUSE W/(2) 5/1ro"xl 1/2"TAPCONS r2"x2" ALUM.TOP. BOTTOM 8 VERTICAL RAILS VERT. -8 48" O/C MAX) zFASTEN VERT.RAILS TO GONG, SLAB ALUM. SHOES FROM RAIL MFR WK4)$/Uo"x 1-1/2"TAPCON5 SEE ANCHOR SCHEDULE 9 ROOF PLAN FOR TIE DOWNS 2X6 TRUSSES BLOCKING: ALUMINIUM DRIP EDGE C OI TOP OF BEAM VARIES �, (SEE ROOF PLAN) 2x8 R.S. CEDAR Ix2 ROOF EDGE. CEDAR DECORATE OUTLOOK—/ SEE ELEVATION STUCCO LAP SIDDINGs ON SECOND FLOOR t ABV. P.T. Ix3 FIRESTOP CONT 1-1/2" BLK RCCESSED-- PRE-ENG. ROOF 2X6 T45. TRUSSES a 24" O.C. SPRAY 6" FOAM R-22. INSULATION DOUBLE TRUSS STRAPINGa P.T. Ix3 FIRESTOP CONT. 8"x12" CONC. TIE BEAM w/ 4-05 �0 CONT. UN.O. R-9 MASONRY CORE FILL INSULATION 'NOTE: COMBINE INTERIOR INSULATION' AND CONCRETE BLOCK = R-20 -R-S MASONRY CORE FILL INSULATION '/2 " GYPSUM BOARD - ON P.T. MTL FRAMING FURRING a 16"O.0 I 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 DP OF TIE BM. n TOP OF TIE BM. le +34'-S" +34'-S" _ (42'.66 NA T-0" OH 'd- a� :CO BAND OF OF 3rd FLOOR TOP OF 3rd FLOOR OIL +25'-4" 9) +25'-4" = (33.33 NA nd LEVEL CLG. LINE OIL 2nd LEVEL CLG. LINE +23-4" -s +23'-4" = (31.33 NAVD aka" STL 3/a" RI! OVER T1 W/ 2" STAPLE: TRU55 AT Ev (SEE F (TY id FLOOR n 2nd FOOR PLAN +11'-4" m +11'-4" = OB33 NAVD) 12 Vr ELEVATION MATERIALS KEYNOTE SYMBOL I DESCRIPTION ALUMINIUM ROOF 0 EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND & SURROUND O5 DECORATE SILL & HEADER © ALUMINIUM LOUVER DECORATIVE SHUTTER n I DECORATIVE CONC. SIDING LOOK 2" 1 4.1 n d1 3 4.1 EXTERIOR TRIM fi ROFILE5 W W 0 (� O W � C) c) Q W Q o Cje) � o z W LLJ o � W O W O V 'O =D U 0 -.-I" Cl) Oo 00 O Uj 00 u7 O O N � ca o M Z M N M -0 N O Q r � 0 o 00 N � o ., nJ J Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 1 REAR ELEVATION 2 1/4 "=V-0" FRONT ELEVATION Sheet Number 4.1 I I Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 TOE" OF T I E BM. TOP OF 3rd FLOOR fit +2 5' - 4' w -T 15T LEVEL CLG LINE +B'-4" = (11.4 NAVD) W V W 0 cD W � �- a � o 0 ry � Q ci O C/) o o O U ` co �— <C ---I Cf) I" O 00 Co Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 z Q z ry LU LL LEFT (NORTH) ELEVATION Sheet Number 4.2 Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 12 _ TOP OF T I E BM. ie- ,34'-a" _ (42'-0" NAVD) TOP OF 3rd FLOOR +25'-4" _ (33.4NAVD) 2nd LEVEL CLG. LINE +23'-4" _ (31.4 NAVD) 2nd FOOR PLAN 6 +11'-4" _ (11B.4 NAVD) Ist LEVEL GLG. LINE +10-4" _ (11A NAVD) )P OF GROUND FLOOR 'w +0i-011 ie cn w 00 00 N 1 u7 L0 00 0 0 N N V) � d- O n Z n N O C 'C 0 _0 41 0 L O 0 00 N � h7 p I I Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 RIGHT (SOUTTH) ELEVATION Sheet Number 36" H, STAIR RAILING UJ/ ELEV. EXISTING 70P 01= 2ND ELR 2"x6" JOISTS AT LANDING AT i6" O.C. ELEV. +0'-0" 1=114I5H FLR J= OW r NO OF EACH RUN OF STAIR SIMPSON LU528 OR - EQUAL AT EA..STAIR STRINGER 1" FINISH TREAD 3/4" CDX,RRISER 4 SUS TREAD 2x4 P.T. LEDGER BD. SECURED TO SLAB UJ/3" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGIER TO LEDGER UJ/ 16-6 NAILS STAGGERED. 2x6 SAFEGUARD TOP 1/4" COUNTERSUNK ��- LAG SCREI.US (1 EA, PICKET) 2x2 PICKET SPACED TO REJECT 4" DIA. BALL. CVERIF'T' W1 OLJNER FOR STYLE) - 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) STAIR STRINGER 5TAI ,4FUARD DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST NOTES: HANDRAIL SHALL BE DESIGNED E CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB 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 2xi2 STRINGER (2R. +TR = 24 TO 25) 12" + 1.2" + 10" = 24,411 — 2x TREADS NAILED AND SET IN MASTIC FIN. P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W W � E— Q I > C) 1� O co C WW�Q o O � c j Q �Q U e� 000 Q --I CI) 00 00 (c) N 1 U) Ln 00 O O CL N S� � (O O n Z r� N � C 'C U N O Q s 41 0 N N N J D H ■ Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 LONGTITUTE SECTION Sheet Number bull_DING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL N0. 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 MIAMI / DADE „ >, „ WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) SLIDDING GLASS DOOR VINYL CLAD ANDERSEN CORP 3f16 x2- 3/4 TAPCONS1 1/4 MIN. EMBEDMENT SEE STRUCT. PLANS (SPECIALTY IMPACT) MIAMI / DADE +70.0 / -80.0 A -SERIES ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1- 1/2" MIN. SEE STRUCT. PLANS (IMPACT) MIAMI / DADE EMBEDMENT +65.0 / -70.0 SERIES 8100 (IMPACT) ESW. MIAMI / DADE 1 /4"x2- 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +65.0 / -70.0 N/A FL-15727.2 N/A FL-14285.2 N/A 22267.1 FRENCH FRONT DOOR SERIES 450 (IMPACT) JELDEN 1 /4"x2- 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +45.5 / -65.0 11 /09/2021 15444.2 MIAMI / DADE GARAGE DOOR HURRICANE (MASTER IMPACT) 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 PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL N0. EVALUATION AGENCY PRODUCT DESIGN PRESSURE ENGLERT ALUM. STANDING SEAM. MODEL 2000 - LOC 1 "S.S. + /- 128.4 TAS112 08/23/2021 FL-27499.2 MIAMI / DADE ROOFING UNDERLAYMENT OVEN CORNING WEATHERLOCK METAL_ _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. 08/23/2021 L-97 FL-9777.7 MIAMI / DADE STUCCO NA. NA. STUCCO ON METAL LATH +/- 49 NA. NA. MIAMI / DADE LIF1 TEMP. GLASS NOTES- 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNIWs PRIOR TO CONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFOWATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FMK] SIZE/ MODEL LOCATION COUNT 1❑ 2UO FRENCH CABANA O N ❑ 54W FRENCH FLEX AREA, BEDRM 3, BEDRM 4 O) mENTRY DR t �) O ;n z O ® 16090 SLDG GS DR OCEAN RM i0 LLI �X NOT USED 0 © IWW SLDG G5 DR MASTER BED RM O) l 16'-0"XV-0" OR GARAGE B MANUFACTURE GLA55 ANDERSEN ANDERSEN 3/16" IMPACT ANDERSEN 3/16" IMPACT ESW. 3/16" IMPACT ESW. 3/16" IMPACT ESW. 3/16" IMPACT DAB ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPCON5) ATTACHMENT 2 (1/2" EXP. BOLTS) ATTACHMENT 3 (1/4" TAPCON5) CONCRE' BLOC SOLID GRO 1/2" D EXPANSION BOL AT /1-6 " 0 6" Et. TREA' 2x6 NAIL CONCRETE MA: STUCCO FINISH CONT. SEALANT ANDERSEN CASEMENT WINC 6 N.T.S. 1/2" GYPSUM 50ARD O m DOOR RECESS DOOR STOP DOOR_ SEE SCHEDULE DOOR TRACK BY DOOR MFR. RING 'SUM BOARD BACKED �N DOD BUCK BEAD DSUM BOARD -ALANT ISPACE CASEMENT WDW. HEAD CORNER 5EAD 5/S" GYPSUM BOARD 2"x P.T.WOOD BUCK CONT.SEALANT 1/4" SHIM SPACE ANDERSEN CASEMENT WINDOW CCNT. SEALANT STUCCO FINISH CONCRETE MASONRY UNIT ATTACHMENT 1 EXTERIOR POO ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/411 x 3-1/4" LONG TAPCON TO CONC, ATTACHED DOORS WITH 2" *12 5REW ATTACHED DOORS WITH 2" *12 5REW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION, MANUFACTURES SPECIFICATION. ATTACHMENT 2_ GARAGE DOOR 2x6 PT. TO CONCRETE WALL WITH 1/2" DIA. EXPAN51ON BOLTS 6 16" O.C. 6" EMBEDMENT SEE GARAGE DOOR DETAIL M-14 ATTACHMENT 4 SLIDING DOOR lx6 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" �12 5REW DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. 8 I OPENING ATTACHMENT N.T.S. I NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. CONT MARBLE IN GROUT 1 CONT. SEAL 5/8" GYPw ON ix P.T. R-42 FOIL INSULATIOI, 3 N.T.S. CONT. MAR51 M GW CONT. I/2" G7 50ARI FURRIN R42 F: INSULA ANDERSEN ASEMENT WINDOW /4" SHIM SPACE :ONT. SEALANT "x P.T.U100D BUCK RAISED STUCCO SAND REINFORCED WITH iALVMETAL LATH :ONCRETE SILL CAP CASEMENT WDW. SILL AT CONCRETE WALL ANDERSEN FIXED GLASS SYSTEM 1/4" SHIM SPACE CONT—SEALANT AND5ACKER 2 "xP.TltkDM BLOCKING POURED CONCRETE SILL STUCCO FINISH 5 FRENCH DOOR JAMB 2 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMIIAR a 51ZE/ MODEL LOCATION DIM. COUNT GLA55 DESIGN PRE55URE ATTACHMENT O CX25 FOYER 4 FLEX AREA BED 2, LOFT, STAIR (5350) 4 0 IMPACT SEE PRODUCT AND SHOP APPROVAL DRAWINGS BY ATTACHMENT 3 (1/4" TAPCONS) O Gil 15 MASTER BED RM (2450) 0 IMPACT GLINN'S QUALITY GLASS 4 MIRROR CX 16 OCEAN RM, DININCs RM STAIR, POWDER RM 12760) �$ IMPACT Jul ca z O CJ 16 LAUNDY , LOFT (2460) O IMPACT O C15 MASER BATH 4 BATH 2 (2050) O IMPACT O C14 BED RM 3, BATHRM 3 BED RM 4, BATH W 4 (2040) ® IMPACT Z O CNFiS KITCHEN (1854) IMPACT O NOT USED IMPACT O 4'-O"X 6'-0" FIXED M. BATH SHOWER 4 OFFICE lO IMPACT IMPACT 4'-6'X 6'-0" FIXED MASTER BATHRM TUB STEEL MULLION IMPACT 9 EXTERIOR OPENING SCHE[)ULE 4 "= ,_o„ 1/4 i N.T.S. 3-3/4" 3-3/4" IN -SWING DOOR SIMILAR _ 1'kP.TFURRmICs DOOR -BEE U2" GYPSUM HOARD SCHEDULE ON FOIL BACKED INSULATION INISH- CONCRETE MASONRY UNI y SEE DULEl ALUMINUM + ; TREA14OLD STUCCO FINISH SEALANT ,y 2"x P.T.WOOD RUCK CONT. SEALANT CORER HEAD ANDERSEN 1/2' GYPSUM HOARD A. OR EQUAL DOOR CONT.SEALANT SLOPE 1/6" PEF2 F 1/4" SHIM SPACE COMPRESSIBLE FILLER CONCRETE SLAB DTHM-02 FRENCH DOOR SILL 1 N.T.S. Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W t✓ / W � I— Q 0 N Q 1 Q o C/) z o � o O Wrw W O = C/-) Q \0 00 �— C/) 00 co N * I U7 U� 00 If) 0 0 N m 0 K) ( z n N CJ C 'a a)O Q L� 00'U N t M � ,.., N J Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number 1 2 3 4 5 6 7 8 9 AU6ERGA5T PILES: GENERAL: AUGERCAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH BEARING WALL_,",SUFFICIENT PRESSURE AS THE AUGER IS WITHDRAWN TO FILL THE HOLE PREVENTING HOLE (3) *5 TOP "Z" BAR TYPICAL COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS 6" CONCRETE SLA 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 PLIGHTING AT 0'-0" FIN.PLOOR SLAB ALL TIMES DURING THE RAISING OF THE AUGER SD THAT THE HIGH -STRENGTH MORTAR HAS A '— 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 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO M L PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT -r4#14" EW. APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL SI: LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER " U.N.O. MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND *'1 PILE DOWEL CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE SO PROPORTIONED BOTTOM AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES 5GHED 14" AUGERCAST PILING FOR EACH DAY DURING AUGERCAST PILES ARE PLACED. A SET OF: CUBES SHALL CONSIST OF 2 CUBES TO BE TESTED AT I DAYS, AND 2 CUBES TD BE TESTED AT 28 DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C109, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. J I I C I C a Ll GRADE BEAM 4 N.T.S. AT ELEVATOR PAD *4 e7' xto'-O" S 18" D.C. TRANBPER "���' OVER INTEi GRADE BE *4e12" EA .WAY ro' CONCRETE S: 0 *5 TOP *3 STIRRUP a 1211 U.N:G.. — ' '3) *5 BOTTOM PILE DOWEL " AUGERCAST PILING 10 1 1 1 1 12 1 13 1 14 I 15 RE INFORING DETAIL CONC.OR MASONRY MARK 51ZE(WxD) DESCRIPTION NO. BOT TOP MIDLE *3 TIES COLUMN MATCHING DOWELS G5-1 24" x 30" (4) r (4) *-I (2) 05 6" O/C TYP. EXT. WALL G13 J S BAR DIA. MIN W/STD. HOOKS +- GRAD F . it CV*6 TOP EACH WAY r I' W/ 18" HOOKS G5-2 24° x 24" (4) *� (4) *6 (2) *5 8" O/C - L13 II N GB-3 16" x 18" (3) *5 (3) *5 _ IV' D/C GARAGE 6" STEP Gl I CV % BOT EACH WAY < I - I W/ 18" HOOKS GB-4 18"x24" (3) *5 (3) s (2) 05 8" O/G BEAM At STOP SLAB L1 < 4 LLL I �, �• .; .I PC-1 36"x36"xlro" (4)% EACH WAY — — PILE CAP HOOK G 4 o " TOP AND BOTTOM. BAR AT EACH END = PAD REBAR SEE FOOTING SCHEDULE PC-2 48"x48"40" (6)15 EACH WAY — PILE CAP HOOK G4. TOP AND BOTTOM. BAR AT EACH END SIMILAR o- �* EDGE BARS ALWAYS PC-3 36"x-12"4011 (4)% AT LONG WAY PILE CAP HOOK G4 REMAIN.SPACE OTHERS EQUALLY (-t)% AT. SHORT WAY _ _ BAR AT EACH END SIMILAR Ea Ea PC-4 36 "x116 "x20" LONG WAY — 2 LAYERS P SEE HED 2)% SORT WA — AND BO TOM(o)% 51 SIMILAR AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ * I x 20' (EXTEND 15" INTO GRADE SEAM.) AND 4-S BARS W/ *3 HOOPS a 10" O.C. FROM PILE CUT OFF TO 15' FEET 5ELOLU SURFACE. DESIGN CAPACITY - 2S TONS. ALL SHALL SE IN ACCORDANCE WITH AC.I. 545-84 L13 N.T.S. PC-5 60"xro0"40' TOP AND 5O TOM. — — AND BOts OMP SIMILAR 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. a � � A-4 1 2 3 4 5 @ c I v ezorl PILING PLAN 4'-01 I 1 4'-6" 8'-5" 4'-2" GB-3 :� `i" THICK GONG. SLAB w/ 105 BA 610" O.C. EACH WAY ON ro MIL VAPOR r BARRIER OVER TERMITE TREATED WELL COMPACTED FILL GB-3 ELEV. -15" o, OR -10 NAVD _ GARAGE s IT-2" GB-3 (o" CONCRETE SLAB w w U -- ' 7 ' 16 .(3) *io TOP *4 •812" x4'-0" -8 12" O.0 90 DEGREE HOOK *3 -8 12" STIRRUP U.N.O. 1 112" MIN. COVER (3) OroBOTTOM 'rl PILE DOWEL 48" PEE SCHED 14" AUGERCAST PILING 1211 GRADE BEAM 2 (2) *4 (FL.PERIMETER) 04 m18" x4'-0" 61211 O.C. 90 DEGREE HOOK 7 TYP.ENTIRE PERIMETER *4 6 12' EA WAY (o' CONCRETE SLAB _ (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) * 1 TOP (2) *5 MIDDLE *3 a 10" U.N.O. a 1 1/2" MIN. COVER iu b Zi 1 PILE DOWEL \�:(3) * -7 BOTTOM 9 9 14" AUGERCAST 48" PILING 18° GRADE BEAM 1 0 N n O F M 7VS O Cq " s N �ma �. 'S 0 M �0, E V) W OLu Z U) i= z W > h y my oM O J J 3= Ld w W 3m �� °_J 'U �W K W U W W ►- 0 a 0 � o WWoz O C/) O _ o U LLJ Q U W E v Q co co Drawn by. MOH HIA Project No. Cadd File NO.: 1] DATE H.O.A. 03-10-21 CD PROGRESS 6-02-21 C PERMIT SET 07-02-21 m Sheet No: S.1 A of --sheets 10 11 12 13 14 15 16 I A L 2 J H G I a 191 C i 1 2 4 5 FOUNDATION NOTES: I. FLOOR 5LA5 TO BE 6' THICK POURED CONCRETE 51-AS WITH REINFORCEMENT AS 5FI" ON PLAN ON 4 MIL VISGUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO ACI 318/83 AND SHALL HAVE 4000 PSI COMPRE551VE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 51. FOR PILING 5000 PSI. RFGIUIRED. 3. REINFORCING STEEL SHALL BE ASTM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3', TOP 2" SIDES TO BE 1 1/2' CLEAR. COVER FOR 5LA5 TO 13E 3/4' MIN. 4. ALL FOOTIN65 SHALL BEAR ON NATURAL SOIL PREPARED, A5 IN NOTE 5 BEELOW. 5. ALL FILL TO BE CLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXI5TIN6 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE GOMPL.ETELY REMOVED. B. FILL SHALL BE GLEAN AND GRANULAR FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. C. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. 6ENERAt_ CONTRACTOR SHALL BE RESPONSIIBL.E FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PA05, LOAD BEARING WALLS, STEEL/GONGRETEMOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5/TIE BEAM5 AND HEIGHT ELEVATION5 OF EACH WITH TRUSS MANUFAGTURIZ'S DRAWIN65 BEFORE THE POURING OF CONCRETE FOOTIN65/PAD5 AND SLAB. 1. COORDINATE AIG , MECHANICAL, ELECTRICAL 4 PLUMBING PLANS FOR REQUIRED OPENIN65 IN SLAB. 8. SLEEVE ALL PLUMBING IFEW-17RATIONS. 4. SEE ATTACHED AUSI=R CAST PILE SPECIFICATION NOTES: 1. NO MECHANICAL, ELECTRIC OR PLUMBING 15 ATTACHED OR IN A FRANGIBLE WALL. 2, FRANGI5LE WALLS NOT SECURE TO THE FLOOR) 3. FILLED CELL COLUMN MA)/. 32" SPACING C3 TYP. N s @11TY'F. 6 I / I 8 ( 9 10 1 1 1 ( 12 MATERIALS: A) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS MIXING AND PUMPING OF 1­116H-5TREN614 CEMENT MORTAR: ONLY APPROVED PUMPING, 55-G-1a2 OR CURRENT A5TM STANDARD5, 0E516NATION 6I50. CONTINUOU5 MIXING AND A&ITATIN6 EaUIPMW SHALL BE USED 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 PUMP5. IF READY MIX MORTAR 15 USED, AN AGITATING 5TORA6E TANK OF SUFFICIENT SIZE SHALL 13E USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR POSSESSES, THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF PUMP TO INSURE A HOM06EIEOUB MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL HYDRATION OF PORTLAND CEMENT. MATERIALS SHALL BE SUCH A5 TO PRODUCE A HOM06ENEOU5 MORTAR OF THE DESIRED CJ FLUIDIFIER: FLUIDIFIER SHALL 13E A COMPOUND PO55E%IN6 CHARACTERI5TIG5 WHICH WILL CON515TENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROU6H THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE P15PL.ACEMENT P15TON TYPE INGREA5E THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE 015PERSAL OF PUMIP CAPABLE OF DEVELOPIN6 DISPLAGI% PRE59)RE5 AT THE PUMP LIP TO 350 P51. THE CEMENT GRAINS, AND NEUTRALIZE THE 5HR1NKA6E OF THE 1-1160-STRENGTH CEMENT MORTAR MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE (INTERAID A5 MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILL.E, OHIO MEET5 A�J6�D HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE THESE SPEGIFIGATIONS). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN I TEST RE5ULT5 BEFORE APPROVAL. -1/2 INCHES OF DE516N LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HA5 REACHED Da WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES OIL, ACID ALKALI, SALTS OR ORGANIC MATTER. WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA RE615TERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE EJ FINE AGGREGATE: SAND SHALL MEET THE REQUI�TS OF CURRENT ASTM STANDARDS, RECORD DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT DE516NATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK THE RECORD DRAWINGS TO THE ARCHITECT FOR APPROVAL. PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF 51LT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES 5HALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS 5185TANGE5. IF OBSTRUCTIONS: SHOULD ANY 055TR14TION (INGLUDIN6 BUT NOT LIMITED TO BOULDERS AND WASHED, THE WASHING METHOD SHALL BE SUCH A5 WILL NOT REMOVE DESIRABLE FINE5, AND TIMBER5) BE ENCOUNTERED WHICH SHALL PREVENT PLACIN6 THE PILE TO THE DEPTH REQUIRED, THE SAND SHALL 5UBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RE51DUAL4 REE MOISTURE OR SHALL CAUJSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-61RADED FROM FINE TO COMPi TED IN ACCORDANCE WITH PARAGRAPH I, AND THIS SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYNENT. IF REQUIRED BY THE ENGINEC-R, AN ADDITIONAL ADJACENT PILE SHALL 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 BASIS FOR ADDITIONAL FOOTA6E. AS THE TOTAL. DIVIDED BY 100 OF THE CUMULATIVE PERGENTAGES RETAINED ON US. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD STANDARD SIEVE N05. 16, 30, 50 AND 100. AU6URIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR L.E55. PILE CAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER COLUMN SCHEDULE PILE IN COWRES51ON AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL 5LEEVE5 OR CASING OF THE PROPER DIAMETER AND AT LEAST 18 INCHES cl a REINFORCED MASONRY c5 8"x1(o" POURED CONC. IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (5PEGIAL CONDITIONS MAY REQUIRE COL. w/ 1-*5 tO VERT. COL. w/4-06' 0 CONT. METAL 5LEEVE5 OF ADDITIONAL LENGTH). FILL w/ 4000 PSI CONC. w/ *3 HOOP 'm 12" O.C. G2 12x12 REINFORCED MASONRY 8"x12" POURED GONG. COL. 2-*6 VERT. C6 AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHICH THE H16H-5TREWTH MORTAR 15 PIED HEAD w/ COL. w/4-*6 0 CONT. DURIN6 THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER FILL w/ 4000 PSI CONIC. w/ *3 HOOP w 12" O.C. BELOW THE BAR CONTAINING THE CUTTING TEETH. THE &6ER FLI6HTING SHALL BE CONTINUOUS 12°x12° POURED CONC. c3 ■-*5 m VERT. w/ 6 VE ICOL. w/ 6 FROM THE AL16M HEAD TO THE TOP OF A 16M WITH NO 6APS OR OTHER BREAK5. THE PITCH OF THE AUGER FLIISHTING SHALL NOT EXCEED a INGHE5. AU6IER5 OVER 40 FEET IN LENGTH w/ 03 s° c 1 ® &lIx 6 WOOD POST SHALL CONTAIN A MIDDLE 6UIDE. THE AUlSERGA5T PILING LEADS SHOULD BE PREVENTED FROM 12"x16" POURED CONIC. W/ 14" *S 4, REBAR THRU O THE POST EACH WAY ROTATIN6 BY A 5TABILIZING ARM. COL. w/ 8-*5 m VERT. w/ *3 TIES tv 8" O.C. PILE REINFORCEMENT: ALL. PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH #3 TIES 0 10" G/G EXTENDING 15'-0" BELOW PILE CUT OFF ELEVATION AND 1#1 WALL L E D G E N D SHEAR WALL N ❑ T PERPENDICULAR VERTICAL REINFORGIN6 BAR AT CENTER OF PILE EXTENDING FULL L.EN6TH. PROVIDE TO SHORE CALCULATION CENTERIN6 DEVICE5 FOR REINFORCING CAGE AT 10'-0" C/G MAX. SPACIN6. 8' CONCRETE BLOCK SHEAR WALL TOTAL 31'-2' TO THE SHORE 31'-2'x 207 = APR❑XIMATELY 6'-0" 8' CONCRETE BLOCK FRANGIBLE WALL WALL SHEAR AT BEHIND ELEVATOR 4'-4" + 12' B❑THSIDE OF ENTRY DOOR 6' METAL FRAME EQUAL 5'-4' LESS THAN 207 FRANGIBLE WALL 4" METAL FRAME NOTE FRANGIBLE WALL FILLED CELL COLUMN MAX. 32" SPACING 15'-8" TOTAL LENGHTH BUILDING 18'-lm° 1'-21" 3'-8" 2'-10" 4'-10" 2'-10" 3'-8" 10'-0" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-8" 3'-0" 3'-0" AC PAD Fr-.E. -roil O [OR 1.5 NAVD C1 TYP. WINDOW @ , CONCRETE SLAB FF E. 0 0° _ HWH PA OR 8jO NAVO OR 5 N " cc, 6 roll to 1 6" THICK CONC. SLAB w/*5 BARS _ 612" O.G. EACH WAY ON 6 MIL VAPOR 6„ BARRIER OVER TERMITE "' \ TREATED WELL COMPACTED FILL G1 TYP. 14'-4" 45'-6" ELEV. -18" SLOPE 2" � OR 1.0 NAVD d- 6sARAGE 7 THICK CONC. SLAB w/*5 BARS\� 610" O.G. EACH WAY ON 6 MIL VAR!DOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL ■ ■ 9,l \ in 4 -8L 4 -2 4'-4" 2 -8 1-4 5 -1 1/2 4 -41/2 ■ ■ Tit ■ ■ cA 71'-0" csJ co i WINDOW C1 TYF R.O. ,-o„ 3,-8„ 31-4„ _41. �'.-L:, 31_All 3i_All 31_411 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 2'-2" 4'-1011 51'-S" 4'-4" n r 6" @ C N BETE STEPS G2 W B ICK PAVER ON TOP ■ 9 '-011 I 81_tilt FIRST FLOOR SLAB PLAN 2 3 4 5 � 6 7 8 9 10 1� 1 is 41 @ � 0 Am., 1 5 14 15 16 :ETE BEAM CM,U. BLOCK -- 4- j" X4- j" CUT MASONRY DOWELS TO MATCH � GRADE 5EAM STRUCTURE INSPECTION AND CLEAN VERTICAL REBAR OR OUT HOLE, ELEVATION G-13 TYP. MASONRY FILLED CELL SCALE: NTS. CREST STILLWATER ELEVATION TIE SEAM HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNiEINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). GRADE BEAM OR FLOOR STRUCTURE VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MA50NRY UNITS ARE UNGROUTED BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 6" IN THICIQC56). SLAB ON GRADE SEE PLAN Q w tL r m m w N ■ Noy04 0 C4 * N _;' P M �w �V oW �W Z y .�i z W > L V �? O rMi o� �-� 3u ►V) Lu 3m � < uj 0 t i V �0 J w LJ W G a c l W n-*,o, F- O Q C�) F ry >_ Q O i o u- z >= I- WWo tI3 LLJ < :2:: '0 __j ---t cf) rawn by: MOH HVN D �Oject No. add File NO.: DATE H.O.A. 03-10-21 CD PROGRESS 6-02-21 C PERMIT SET 1 07-02-21 B Sheet No: �2 A--13 BREAKAWAY WALL A SCALE: NTS. V17] FRANGIBLE UALL5 of --sheets 12 13 1 14 15 1 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 t2" TOPPING ;j (BY G.C.) v- (BO GROUTING BUTT JOINS f2" TOPPING SECONDARY POUR 0 i' i 20 5 RERAR CONT. 9'-$° \ (BY G.C.) N (BY G.C.) w • r ;. CE3 - LAUNDRY CHUTE TOP OF BEAM TOP OF BEAM - TOP OF BEAM v I ENV. 24'-2" EL. 24'-6" CS-9 6_ SIZE, LOCATION EL. 2�4'-6" TOP OF BEAM \ #4 BAR CAST IN BEAM AT _ � .+. . s" U.S. LB-1 - L_8-1 LB-1 024'-2" 4 -0" O.C., 3 BAR CONT. 8 8 C-� EL L.B I VERIFY W/ OWNER ...:...... ■ ■ :::::::: is i:::::::: " :..:.:........:.:.:.:::.:•.::.:,:,:.:,:.:.:,:.:.:.:::.:.:, ii 8" U.S. 4 x 1 6 LG BAR 3 1 2 t 3 4 BRG. AND#4' ................ ........... ■ .:: :...................,. .� � • � : ■ ■ ;.;.;.:.;.:. ■ ■ ::::::: ■ ■ GROUTED IN CORE, ONE G2 :�. ii:::i::: i i i i:.:.:.:.:::::::::.. :.;...:..:-:.... PER PLANK.(BY G.C.) - 3"t 1 2" BRG 3"t 1/2" BRG. 8" MASONRY WALL BEYOND #4 HOOKED BAR CAST IN BEAM ® 4'-0" O.0 & AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) I W/RENFO.N(BY WG.C.) CORE, ONE PER PLANK. � - (BY G.C.) M i SEGTION m SCALE: 3/4" = 1'-0" u U " SLOPE OPING 2" TO 4" SEGTION 0 _ SCALE: 3/4" = 1'-0" "-:' ■ �: @ ?rirr: W :=:. ►++ lU 6" HOLLOW itlr6 TOP F FLOOR u J fi(Y"TOPP INGELEV. 25'-4° 4ORE O3F11 �_. — SECONDARY POUR lll (BY G.C.) -- - I 0 o r 8" HOLD GORES SYST M WITH 2" T PING #4 BAR CAST IN TOPPING ' _ ■::' 4 - O.C., AND .. 6" U.S. u: aea rnN'rwunne ::::::.:.: .:::i;i:iii:::ii:iiiiiiii:iaf Rol■ Io a a o *\. w m0 w a 04 BAR CONT. 04 BAR CONT. I 3 t2" TOPPING (BY G.C.) HOLL 8" W/ 2 GORE TOPPING _ " - CR 4 OPEN • 0 0 m F— ■ 8" U.S. j23 ; , C2 ::';:' RG. - • a LAP VARIES • � :� :::�.:.:.. �� *. w .. CAST W/ SEAM WA +4 SAF2 CONT. IN 4 SEGTION Q = It )t. ■ ......-.. N. ................. ............... ■ ■ ■ . ::::: ...: :: : CB-�✓ rj - �r CONC. BEAM ► W/REINF. (BY G.C.) �: • #5 BAR CAST IN BEAM AT 4-0" O.C., #4 BAR CONT. AND #4 x 1 -6 LG BAR GROUTED IN CORE, ONE �-, �t v� {{�� Ll - Cl�-� d C�_) _ - - Lid -I LS-' 13'-6" LB-� 20'-4° PER PLANK. (BY GC.) T OF BEAM TOP OF BEAM 3 SEGTION EL24'-6" 91-011 EL.24'-6° _ SCALE: 3/4" = 1'-0" H GROUTING BUTT JOINTS (BY G.C.) i t2" TOPPING TOPPING (BY G.C.) (BBYY G.C.) —�—� G-4 THIRD LEVEL HOLLOW CORE & FRAMING 0 1/4 "= 1 ' -- 0" G i. LAP VARIES :� " �.5.CA BRG. LINTEL SAFE LOADS TABLE (CAST—CRETE) 3 1 2"t 3 4" el, all MA LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 8U8 B 4'-0" 1966 1363 765 81J8 C 4'-6" 1599 1207 592 81_18 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 591 326 81_18 H 10'-6" 475 530 284 81_18 #4 BAR CAST IN BEAM AT 3 1 2"t 3/4" BRG. _ 4 -0" O.C., #3 BAR CONT. f : 8" U.S. t� AND 4 x 1 -6" R BAR SLOPE TOPINCx 2" TO 4" -� N BEAM SCHEDULE # .S cv TOP OF DECK GROUTED IN CORE, ONE PER PLANK. (BY G.C.) -- � � � � � EL. 10TO 10S$OPINCs L'Q E 8" MASONRY WALL — U W/REINF. (BY G.C.) 8" HOL CORES SYSTEM WITH 2" T PPINCs SLOPE 2" CB =CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM �O 4," 4" 1- j s 5EGTION _ TOP OF FLOOR SCALE: 3/4" = 1'-0" yQ 8n 8° 2+ 5 REBAR CONT. „ 4 1 MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS ::.` : - ELEV. 11-4 CB - I _ U ■ ■ ■&4C WER RECESS r a 4'-81/2" BY _ CB-1 8" x 12 " 2- # 5 2- # 5 - cud m D U I I,-4, i'_O 4,_1 OPEN ■ U I s t2" TOPPING :;::::. ::: {:.. - 11 (BY G.C.) `..1: N HAIRPIN 12"OC. g fill�� 8" x 12" 2- # 5 2- # 5 #3 HOOPS ®6' O.C. SECONDARY POUR :;•: :::..f ;:(;. \� % ■ (BY G.C.) ::. CB C$ CB-(o CB-_� C CANT. CB-1 ■ G5-2 8" x 16" 2- #5 2- # 6 #3 HOOPS ®12" O.C. •• O :::::'� ■ ■ ■ �t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ #4 BAR CAST IN TOPPING 4 -o O.C., AND 8" U.S. GB-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS ®8" O.C. EL. 10'-2" #3 BAR CONTINUOUS.66 TOP OF BEAM (BY G.C.) :3 LAP VARIES {:: Q I6' SQ C$-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS ®12" O.C. W/ARCH .. . - i : a 8" MASONRY WALL g,_8n (Q 1 _4" tQ �9 CB-5 12" x 24" J'- # 9 N 2 LAYERS #4 HOOPS ®8" O.C. C W/REINF. (G.C.) OPEN _ CB-6 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS ®8" O.C. CB -6N 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS ® 8" O.C. 6 SEGTION u , SCALE: 3/4" = 1'-0" C3 ::.:.........G�-4 :: CB-7 16" x 16 3- # 6 3- # 6 3- # 6 #3 HOOPS ®8" O.C. ..... :::::::::::::..:::.......:::::: ..................... ........ :::::::::-.::::.:%::::::::: :::::: ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ : ■ ■ ■ <=sz :<>zs= :=:::s <:: z : - „ „ 3- 5 4 # 6 2 5 3 HOOPS @ 6" O.C. W.O./ARCH _............ W C$ 8 12 x 28 # IN 2 LAYERS # # TOP OF BEAM TOP OF BEAM 5 GROUTING BUTT JOINTS �, 10'-2" EL. i0'-6" CS-2 [ TOP OF REAM CIB9 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS @ 12" O.C. (BY G.C.) 32'-6" 13'-6" 4'-6" X B t2" TOPPING EL. 1014011 f1" GYPCRETE (BY G.C.) C$-10 8" x 12" 2- #6 2- # 6 #3 HOOPS C� 3" O.C.TO 2'-0" FROM EACH END (BY G.C.) O �, r O O C$-11 8" x 20" 3= # 6 3- # 6 #3 HOOPS ®6" O.C. CANTILICER BM 4 # 7 NOTE; HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT NOTES CB l2 8" x 24" 2 # 7 IN 2 LAYERS #3 HOOPS @6" O.C. s" U.S.f .; a" U.S. VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS LAP VARIES •e' : IAA — P VARIES AND A L L CONCRETE CONNECTIONS AND DETAILS AND WINDOWS BEI=ORE CONSTRUCTION. 8" MASONRY WALL ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED W/RENF. (G.C.) ON FIELD BY ,BUILDER TO ACCOMODATE THE DRAIN SLOPE A -A SECOND LEVEL HOLLOW CORE AND FILED CONDITION. LB-1 8" x 8" 1- # 5 PRE -CAST LINTEL SEGTION A _ » �� 1. ALL LINTELS TO BE BY CAST G E SCALE: 3/4" = 1'-0" M ABOV'E 1l 4 =1 ' -0 AND LOWER ROOF AT EN RTY POURED SOLID W/ BLOCK AND 11 2 3 4 1 5 1 6 7 8 9 10 11 12 13 1 14 15 16 N ■ m o Kf E M $ CN NO ' 7e CN N 10 J a. �h 0, M .W) °� y o V) O� W lut uJ ul �z CIDW oto L v y� M 00U. J 3 U V) Lu w m �o oW �U MO K I W W G C l W o �- O Q I) F � CY > Q O LL o CJ-) � z W C CJ) Z =D _ (D � Q1_I_I U E � U Q 7— 00 -11 U) Drawn by. MOH HIVN Project No. Cadd File NO.: C DATE H.O.A. 03-10-21 CD PROGRESS 6-02-21 C PERMIT SET 07-02-21 IN Sheet No: A of --sheets 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT MARK STRAP DESCRIPTION loc OF i OM ER NAILS UPLIFT Lbs REMARKS LATERAL Fi LATERAL F2 A USP HTA20 (6) 1Od 980# (DOUBLE STRAP) 590 660 5 USP HTA20 (9) 10d 1480# (DOUBLE STRAP) (ONE PLY) 590 660 C USP HTA20 (10) 10d 1500# (DOUBLE STRAP) 590 660 D USP HTA20 (1) (10) 10d 1650# (DOUBLE STRAP) (ONE PLY) 590 660 M E USP HTA20 (2) (10) 10d 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 USP RT24T OR RT24TF 5 16d E.E. O 9pp # ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 1 USP HTT22 (32) 1Od 5370# (1) 5/8"x 12 E.B. — — L J 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) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED 5Y USP LUMBER CONNECTORS COMPANY AND INSTALLED iN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) FRRS MAY 5E USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: 1. Where more than one strap is used, multiply the uplift capacity by the number of straps. Example: M of straps 2D Mark 2xl240lbs = 2480 ibs 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 900 Ibs), J 4. All truss to wood connections to be MARK 1, unless otherwise noted. (Thip, means that any unmarked trusses have an uplift range from 1 to 1415 lbs). 5. Alternative truss anchors w/ equal uplift E lateral load capacity maybe sub-6tituted w/ engineer's approval. GABLE END TRUSS CIF APPLICABLE), SEE ROOF PLAN PROVIDE 1/0" SPACING AT PANEL EDGES �7— H /.JLL ��— APA 40/20 3/4" ExPO R SHEATHING ` PRE-ENG WOOD TRUSSES F • 24" O/C (SEE ROOF PLAN) G a I C IN OR V w, PROVIDE 2x4 BLUvf✓K ALL PLYWOOD SEAMS BETWEEN IST (3) TRUSSES NAIL SEAM w/ 10d w 4" O/G (D �� LATERAL. BRACING IF EACH SIDE OF SEAM �� FEQUIRED (SEE TYP. WALL SECTION) i/ib" SPACE AT NAILING SCHEDULE (SLOCKING DIAPHRAGM) PANEL ENDS (1 EDGE NAILING i0d • 4" O.C. 8INTERMEDIATE NAILING 10d ® 4" O.C. 3 SOUNDRY NAILING l0d a 4" O.C. END BLOCKING ® CORNER NAILING 10d • 4" O.G. BEHND FASCIA BOND SEAM OR TIE SEAM (SEE TYP. WALL SECTION) T G O F=:��-•-i .� T E--� f 1�.1C� �4 `I" T .�, C I ---I' 1"`"'t h ,.l T i� T ,� N.TAb II�III I I ( I O DIRECTION WD,TRUSSES I I OR RM Cs. DIAPHRAGM SOUNDRY PL >'ll1001J FL OOP/ ROOF 614,l5 AR D1A)=14 i16M 6G14,E0U1_5 5 1 6 1 7 /__ LATERAL BRACE �o 9 1 10 BRAG I NO NOTES: PERMANENT 2" X 4' DIA60NA - BRAGIN6 IN THE PLANE OF THE NEARE5T WEB MEM13ER CONNCTION WITH (2) - Ibd NAILS IN EACH WEB IN AT LEAST (3) TRUSSES AT APPROX. 46 DE6REE ANGLE. (REF, HIB-ql, Fig. 37, 3b 4 34). PERMANENT BRAGIN6 IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRU55. CONNEGT WITH (2) - Ib d NAILS IN EACH TRU55 (ROOF ONLY). TO BOTTOM CHORD W/ 2-16d NAILS TO THE TOP OF EACH TRUSS L-5 PERMANET BRACING N.T.S. IN THE PLANE OF THE WEBS THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEM5ER iS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE 5EEN DESIGNED 5Y RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWA5LE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED A50VE POURED SOLID W/ 5LOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 L55 PARALLEL TO WALL = 360 L55 HIP ROOF 10 °C 0 S 45 ° COMER DISTANCE: A= 4 FEET IN ALL CASES PANEL GRADE FRAM'G. TRUSS SPCG. MIN. PANEL THICKNESS NAIL SPACING COIIMON NAII-SIZE 10d. ANK R S' A S 10 DiAPH 5OUNDRIES 6 OTHER PANEL EDGES ROOF SHEATTHIWa i EX =. 1 2'-0" MAX. 3/4" MIN. 4" 6 ZONE 1,2 4" a ZONE 1 u.N.o. oN A`JIAPHRAGM 411 G ZONE 3 4" m ZONE 243 APA RATED EG GLUE AND 5CREUJED UX0. ON PLAN 7 4� 111/4 A-5 1 1-0$0 1 2 3 4 5 0 IT 15 THE RESPONSIBILITY OF THE BUILDER/PER5ON5 ERECTING THE TRUSSES TO INSTALL ADEQUATE BRAGIN6 TO PREVENT TOPPLIN6 OF T'RL65E5. FOLLOW ALL APPLICABLE RECO +eVATIONS IN TPI PUBLICATION HI"1' 2058 S TOP OF BEAM TYPICAL EL. 33'-4" Cp 7 III 13 14 1 15 1 16 FN UIAT i G FASTENER L EMEND NOTE: ALL FASTENER AND NAILING TO 5E STAILESS STEEL RNEUM,4TiC F,45TNER5 - ITW R,4MeET / REDHEAD APPLICATION 51 ZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"xl-3/4" TAPBLOCK OR TIE SEAM PER ST CTRA0 PER SP NON 5RG. WALL SILL 300 HD 5/32" DIA. SHANK PLATE TO CONC. SLA5 1/8" WASHER SERIES 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP MET,4L L,4T�4 4 WIRE F,45TNERS - i=NEU-F,45T CO. APPLICATION 51ZE TYPE SPACING REMARK5 16 GUAGE W/ 6" APART WIRE LATH MIN. 1 1/4" 0101 - 1 SIDE LAPS PENETRATION 9" APART 16 GUAGE W/ 9," APART SEE S.F.B.0 SECT. 3/0" R15 MTL. LATH MIN. 1 1/4" 0101 - 1 SIDE LAPS 35023 PENETRATION 9" APART 35042(CXbb) MET,4L ROOF TILES - ,4TL,45 COLL,4TED NAIL& APPLICATION SIZE TYPE SPACING REMARK5 1*10-12x1" PANCAKE GALV. PER TILE SEE F.R.C. 2011 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. R9053B W. 02 PHILLIP- SEALENT S.STL. SPEC'S AND 9053.E NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL 5E 316 STAINLESS STEEL ROOF/W,4LL 5HEAT+41NG; - 4TLA5 COLLATED N,4IL5 APPLICATION SIZE TYPE SPACING REMARKS 3/4" ROOF 5HEATHiNG 3" x .148" 106 S.S, IRA0OF - 4" 3/4" WALL SHEATHING 2 1/2" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.C. NOTES: 1. HAND NAILING MAY 5E USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT 5E USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT 5E USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL 5E AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL 5E HAND FRAMED. G14 I GENERAL NOTES 2150 \ TOP OF BEAM �EL. 33'-4" I III I — — I I , I ill I I I m 1 III I I I z ■ nl - (� - ....... - T-011 O — rrrrrr: io ( II I I I I ■ I11 — I II I I I I I III � m III I ` O p W Ilf I i \ I III ■ — 2150 III TOP OF BEAM EL. 33'-4" ■ ■ ■ ■■WOW ■ ■ ■ I N O TOP OF BEAM TOP OF BEAM EL. 33 -4 D NOT 5 D EL. 33'-4" )m58 ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACING 225ta ROOF" FRAMING AND LOWER RO F AT E NTRY 61 7 18 9 10 111 12 13 14 1 15 16 a a;L c a � n \ � N �_J N 0 m to 0, 0, M v �Iw y h OA V OLU LU H SI Z mW o� mV L � Z �M F J LU_ oW �VD 3m } � I �O o� �iU v W C'° K AF W c.� WIS V / L1J O Q Of w CD z CD CD = = � LLJ U CD U Q W U E � V � J 'Q "00 --I UD Drawn by. MOH Project No. �� Cadd File NO.: Sheet No: (.4 D of --sheets U V an N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ae" METAL PLATE TOP 8 BOT. 2x6 SAFEGUARD TOP TOP BARS STD. HOOK 35 1/4 COUNTERSUNK /— LAG SCREWS (I EA. PICKET) 3bx DIAM. �s" VERT. METAL (25 ea.) I, I, FIRST STIRRUP STUDS 6 16" O/C STANDING SEAM METAL ROOF ��`- INSUL. AT SELECTED AREAS0100 •ll 4 TYP. BETWEEN COND. i L UNCONDITIONED SPACES SEE ANCHOR SCHEDULE m ROOF PLAN FOR TIE DOU.AdS 0 O VERIFY w/ CONTRACTOR PRE-ENCa. ROOF 2X6 t4B. 2" 2 2Xro TRU55ES TRUSSES tv 24" O.C. M <[ BOTT. BARS ii BLOCKING SPRAY 6" FOAM R-22. INSULATION 0 �/ 1/2" M.R. (GREEN) GYP BD. ALUMINIUM 2 _ OR (L/ L.I_t 2x2 PICKET SPAGED TO AT WET AREAS DOUBLE TRUSS STRAPING DRIP EDGE FRAMING SREW FROM TRACK a TOP OF BEAM VARIES Q O REJECT 4" DIA. BALL. L1 L L2 L3 O p (VERIFY W/ OWNER FOR STYLE) TO STUDS TYPICAL s (SEE ROOF PLAN) NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A d f/ 0 MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. '"X 1 i" TAPCON -J 24" O.C. x2R OF EDGE. CEDAR S. CEDAR• I • P.T. 1x3 FIRE5TOP CONT. 2'-0" O.H. READ GONC. SLAB 8"x12" CONC. TIE BEAM 1/4" COUNTERSUNK w/ 4-05 0 CONT. U.N.O. LAG SCREWS (1 EA. PICKET) DECORATE OUTLOOK I SEE ELEVATION R-9 MASONRY CORE FILL INSULATION STAIR ' I L-8 STEEL PLACEMENT L-1 1 INTERIOR WALLS STUCCO LAP SIDDING AND NOTE:COMBINE CONCRETE BLDCIKR=INKS 2LOAT10 STRING -DER ON SECOND FLOOR 4 ABv. I --� I N.T.S. N.T.S. NON BEARING WALL P.T. ix3 F(RESTOP CONT. R-9 MASONRY CORE FILL INSULATION `0 WATER PROOFING COATING ON WINDOW SILL. JAMBS AN HEAD 1-I/2" BLK RCCESSE 1i2 GYPSUM APPLY AROUND CORNER AND CONT. RE ON P.TT. tL -BAR .MTL BOARD FRAMING FURRING a 16"O.C. -4- K 5 T A 1 � � I IXOF�TFIE WALL AROUND THE FACE CONCRETE RE TOP GONT. BARS VARIES (OL TOP OF B EE PLAN) HOLLOW co 5 AP E U A RD D E T I E SPLGE AT MIDSPAN $��---- Q- ¢--- �- ------ I NOTE, I I NOTE,ONLY TO BUCK INSTALLATION ONLY AS R) Q D STUCCO BAND 14 "-0----�---- °----- HANDRAILS TO RETURN TO WALL ( SEE ELEVATION APPLY A WATER RESISTANT COATING 0.30 L2 OR END AT TERMINAL POST I PER FBC RESIDENTIAL R-703.4 AND �, "G" BAR "D" BAR OR L3 "Ell BAR UNDERSIDE OF FLOORING DECK I AAMA 714 FOR FLUID APPLIED MEMBRANES OVER AC. SPA E5 WILL RECIEVE i USE PROTECTO LWM200 BY PROTECTO WRAP w CREATE R-IS SPRAY FOAM INSULATION u 030 030 CANT. CONC. TIE BEAM --- ` EXTERIOR 030 LI Li OR L2 Li OR L2 L SPAN SEE BEAM SCHEDULES*t! I GREATER GREATER DROP CEILING HEIGHT VARIES J I IFLOOR No" SMOOTH STUCCO ON '/2" GYPSUM BOARD STRUCTURE I FIRST FLOOR ON P.T. MTL FRAMING FURRING e 16"O.C. 1 CIDI 0.125 0.125 0.125 R-9 MASONRY CORE FILL INSULATION ( LI BONT. Li L2 BONT. 0.125 BGONT. HEADER OR OVERLAP VERT DOWELS GIRDER TRUSS b MIN. 4 -8 (SEE FOUND. PLAN R-11 FOAM INSULATION (2R. +TR = 24 TO 2S) I X b�� MIN. b" B FOR SIZE 4 LOCATION) .......... . ...... -1.2" + -1.2" + 10" = 24.4" ' / I MIN 8 BAR BARS 1-1/2" BLK RCCESSE MIN. CMU WALL FIN. GRADE WOOD BASE H ' CANPL IVER FIN. FLR. 0 \ NAILED ADD LI L2 OL .00 L3 ELEV. V-O" x . a, . Xa r x". e • x SET IN MASTIC I / NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLE55 "D" BAR5 1 F ' L x " GRADE BEAM FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BARS ARE REQUIRED 2x12 STRINGER `� FIN. FLOOR—W I N D O W Z D O O R OPENING WALL � CONCRETE PILING WATERPROOFING DETAIL BEAM REINFORGIN0 3;I=#5o> END SEE PILING PLAN 3/0 = #3 CL 05FD GDE-1 AIL P.T. 2x4 BOT_ N.T.5. 244 = 02 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 to= i 1_001 F NOTE5: HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FORA CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION_ IC H. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" STYLE AND DESIGN AS SAFE GUARD RAILS HEIGHT 42" MINIMUM SELECTED BY OWNER E 51MP50N LT512 5TR4P N,41L5 ELEV. EXISTING 2ND OR E-1 TYPICAL INTERIOR STAI R & RAIL DETAILS TO E3ACK OF LEDGER W/4 10d N,41L5 TOP OF 2ND FLR.- AND W/46 N,41L5 TO TRu55E5 N.T.S. --2x6 LEDGER W/ 1`xY T,4PCON 2"x�" JOISTS 16ll TpCND(NCx D AT �'I O.C. 5T,4,GGED ' PROVIDE FIRE STOP AT MI POINT (TiPIGAL TOR j4ND E30TTOM) of EACH RUN of STAIR Nrs l 2 12 12" C SIMPSON LUS28 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" LEDGE— 1" FINISH TREAD C ATTACHED T LL W/ AT CONTRACTORS OPTION, PROVIDE E-1/511 x -I 1/211 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 STAGG RED AREA OF STEEL IN LIEU OF STD 90° ACI 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;/C. NAIL STRINGER TO LEDGER W/ 16-d NAILS STANDARD 90° ACI HOOKS STAGGERED. II g 51MP50N Lu52(o W/4m 10d N41L5 ELEV. +0'-0" FINISH FLR, ELANNOTE AT BEAMS W/ CONC s s s s s e s s ; s,. , p ,. - s s s> s s p' -. s ;> s e '•, s s TO TRU55E5 4 4 1001 N,41L5 — — COLUMNS BELOW 0 L HOOK BARS DOWN INTO TO LEDGER COLUMNS 4 LAP 9 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 8 9 10 11 12 7 14 15 16 a o i GW4 ;L a m 0 U N W j� N 1 N 0 M O W ry m _a • h 0, M * ,-, O to 0 Lu W �W Z 14 z M W > m� � y? fM 0 LU_ u in W m 3} ' ) v W C)V K E W W o I-- 0 <( 0 Q < o ui W CDC) _ = �o LLJ U W V) => <t __J Q 2:: �- � __T I - U-) Drawn by. MOH HVN Project No. Cadd File NO.: F N DATE CD PROGRESS 6-02-21 PERMIT SET 07-02-21 C all Sheet No: 6-5 A of --sheets ELECTRICAL LEGEND g ELECTRIC METER Ciii ELECTRIC PANEL [:P A/C DISCONNECT 240 VOLT RECEPTACLE - KITCHEN HOOD DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W-F- WEATHER PROOF DUPLEX OUTLET GP.C.I. i FLOOR OUTLET L._.J Q TELEPHONE JACK TELEVISION JACK CENTRAL VAC. HOSE OUTLET 34 WALL SWITCH 4-P 3-WAY WALL SWITCH 34* 4-WAY WALL SWITCH 44P DIMMER WALL SWITCH 44x MOTION WALL SWITCH C PUSH BUTTON SWITCH -()- WALL OR CLG. MOUNTED FIXTURE J. BOX Tl -{1'� JUNCTION BDX PULL CORD FIXTURE 1� ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE �----I FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS EXHAUST FAN CABON MONOXIDE DETECTOR 4 SMOKE DETECTOR COMBO OT THERMOSTAT 8T SPRINKLER TIMER INTERCOM SECURITY SYSTEM KEYPAD _�l MOTION DETECTOR CHIME DOOR ALARM SOUND WHEN OPNED �I � /I,-- A L A/0 HL�= / �___ kl� G-5 1/4 91=1 '-0" SECOND LEVEL Revisions: H.O.A. SUBMITAL 04-14-21 PERMIT SUBMITAL 07-02-21 W W (D ry � Q �J Q QD7.7 c C/) C) f--- L Li r -) W `r�•_J/� - _ (C/) , -ELECTRICAL CONTRACTOR SHALL VERIFY WITH F104L THE LOCATION SERVICE AND SHALL LOCATE THE METER 4 PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE POTABLE GENERATOR PLUG -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS 40" AFF, OR ABOVE RAIL MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. VERIFY W1 OIINER 00 (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) FOR ACTUAL LOCATION ao F db -ALL BATHROOM AND GARAGE OUTLETS TO BE GF.C.I. TYPE. - 20 AMP. CIRCUIT HB ■ I I I I I I 11101HE 01111111111111111111111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ N -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FIN'5+4 I ___________________________ WPC I ■ Tv 00 AND FIRE RATED BY ELECTRICAL CONTRACTOR - ,- _ _._._._._._._._._._.__ - ��,� S�I I-c'��I ■ '. -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: - ■ II K��� II I (\ II ■ --------------------1LO WALL HUNG TELEPHONE 56" AFF ■ L , _ TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF 1 , TELEVI51ON JACKS 12" AFF NON—k457,45LE 5FACE ■ ■ ■ ■ - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) ' �o'-8"AFF ■ �' NON—I—�J48f T,48LE SP,4CE , ! I..���..I CAR CHARGER I �... o I Q ! ! -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR ! ! , _ _._ _._ ! ' FAN I \ � GARAGE TELEPHONE EQUIPMENT INSTALLATION. I ', � ; ; � `, �, ;-!� -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. O a Q -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC I �� ' ° J � Z � UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. i ` `�_ ------ -ALL__- - METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. ; ■ `1 I ------- '- _-.--- -- ; (D o -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT—._._.__._.- --- i 1 1 7 41 BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. COVERED ERED I M ■ _ _■ ■ J'' 0 0 -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK: THIS 15 IN ORDER TO , PAT I O ■ , ,' _ _ _ _ _ _ D 00 ' ,' .- ----.-.------- a� PREVENT SOUND TRAN5MIS51ON BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO 8E DECORA TYPE. (U.N.O.) `, - `- ' I /IE Y I ■ ' N ° J - TAMPER RESISTANT RCEPACLES (NEC 4O6.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFC ■ - E IN 2011 NEC21O.52 ALL 125 VOLTS 15 4 20 AMP. RECEPTACLE % IN IN 0 -all AFF VA i ,qp ---- ' r' I I I I I " AFF _ - 2'-0" AFC WPJGFCI - ---- W LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 A-5 1/4 $9= i '—C FIRST LEVEI_ Sheet Number I[- ELECTRICAL LEGEND TYPE SD P, LOAD CENTER SERVICE 120 / 240 10 3111 MOUNTING FLUSH POLES: 40 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.G. 10,000 g ELECTRIC METER ELECTRICAL PANEL lAl 0 ELECTRIC PANEL 1 BRKR. WIRE LOAD (W.) DESCRIPTION CKt! CKt1' DESCRIPTION LOAD (W.) WIRE BRKR. IJ A/C DISGONNECt 1 2 5000 4) 240 VOLT RECEPTACLE 40/2 08 1,500 A.H.U'1 W/ HEATSTRIP A.C. COMPRESSOR 01 N/C 08 30/2 3 4 DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED 010 1200 INLINE WATER HEATER (GAS) 5 620/2 OVEN 5000 % 40/2 1 a p' $ WEATHER PROOF DUPLEX OUTLET a TELEPHONE JACK 20/2 410 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 ol0 25/2 11 12 UlTELEVISION JACK 13 14 l J CENTRAL VAC. HOSE OUTLET 20/2 010 2500 DRYER SUB-PNL B 12�225 % 60/2 15 16 34 WALL SWITCH 20/1 012 1200 WASHER 11 18 3401 3-WAY WALL SWITCH IRRIGATION PUMP 3500 #12 25/2 20/1 "12 1200 JACCUZI PUMP 19 20 34" 4-WAY WALL SWITCH 20/1 "12 O4 LAUNDRY LIGHTS 21 22 GF.I. RECEPT. �? 114 20/1 " DIMMER WALL SWITCH 20/1 012 O GFC.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS Q PUSH BUTTON SWITCH WALL OR GLG. MOUNTED FIXTURE TT 20/1 012 GRI. RECEPT. OUTSIDE 25 26 DRYER 2500 010 20/2 20/1 012 G.F.I. RECEPT. OUTSIDE 21 28 -� EXTERIOR WALL MOUNTED FIXTURE 20/1 012 1400 WASHER 29 30 SPARE J. JUNCTION BOX BOX 17} { 20/1 012 SPARE 31 32 SPACE P.G. 1 �; PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE SPACE 31 38 VP. ® VAPOR r ROOF RECESSED FIXTURE 39 40 F--� FLOURESGENT LIGHT FIXTURE FLOOD LIGHTS NOTES: NIC =NON CONCURENT A/C LOADS O EXHAUST FAN O SMOKE 1�ETECTOR TYPE SQ D, LOAD CENTER MAIN BUS 60 AMPS SERVICE 120 / 240 10 3W NEUTRAL FULL (T THERMOSTAT MOUNTING FLUSH MAINS M.L.O. 6T SPRINKLER TIMER POLES: 40 A.I.C. 10,000 SUS - PANEL S (GENERATOR FANEL) INTERCOM K/P SECURITY SYSTEM KEYPAD BRKR. WIRE LOAD (W.) DESCRIPTION CKT!' CKt9 DESCRIPTION LOAD (W.) WIRE BRKR. MOTION DETECTOR A 20I1 «12 OZ G.F.I. RECEPT. GARAGE 1 2 CsF G.l. RECEPT. BATHROOMS *12 20/1 I 15/1 #14 M. BEDROOM 3 — 4 DEN / GUEST 014 15/1 CHIME M. BEDROOM 5 6 DEN/ GUEST CABON MONOXIDE DETECTOR 10 AND SMOKE DETECTOR COMBO M. BATH LIGHTS 1 8 BEDROOM 02 M. BATH LIGHTS 9 10 BEDROOM 03 KITCHEN LIGHTS 11 12 LIVING ROOM 20/1 M12 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 012 t200 DISHWASHER 15 16 DISPOSAL 1200 "12 20A 20/1 412 1200 GARAGE DOOR OPENER 11 18 MICROWAVE 1200 012 '20/1 20/1 -12 SPARE M 20 SPARE 40/2 08 1,500 A.H.L! 02 W/ HEATSTRIP 21 22 A.C. COMPRESSOR 02 N/0000 08 30/2 23 24 SPACE 25 26 SPACE 21 28 29 j 30 1� ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) GEN LIGHTING ( - - - SF m 3W/5F) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS 1st 10.0 K.W. m 100% REMAINING K.W. 6 40% A/C HEAT STRIP a 659, 10.0 15.5 12.15 31050 K.W. 3-02/0 COPPER IN 2" PVC MAIN BKR DK200 COMBO 200 _ NEUTRAL 3 MAC.'M AHU. M 0 2 AMP 5 o I =, QUIP. DRYS 6 7 & METER MAIN FEED ca BLANK BLANK 10 THROUGH LUGS FILTER UNDERGROUND TO FP4L TIE-IN LOCATION 04 COPPER GROUND TO 5/8x&' GROUND ROD 4 COLD WATER PIPE d FOUND. STEEL NOTE: ALL FIXTURE5 IN CLOSETS TO CO IPL1' W1 NEC 410-5 31650 240 V. = 156.9amp. 200 At*_lf= f='I VL A ELECTfP.,1CAL RISER 206 WI 108 NEUTRAL IN 3/4" P.V.C. Revisions: H.O.A. SUBMITAL PERMIT SUBMITAL 04-14-21 07-02-21 Q Q � >= o Q CD z CJD �CD W --I Cf) im 00 00 I LO 00 v 0 0 N V_ d- oK) Z n c 'C N O Q � s_c o 0 0 04 �« N J Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 I� THIRD LEVEL GENERAL NOTES Sheet Number to o I I