Loading...
HomeMy WebLinkAboutBuilding Plans1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 R301.2(1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA N A CUSTOM HOME FOR. WIND DESIGN SEISMIC DE61GN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN CATEGORY DESIGN TEMP. UNDERLAYMENT HAZARDS FREEZING ANNUAL SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE REQUIRED INDEX TEMP PRIVATE RESIDFNCE MPH. EFFECTS DEPTH 110 MPH. EXPOSURE ")" NA. NEGILIGBLE NA, VERY HEAVY 40 DEGREE NA. ZONE AE. 6.0 NA. NA. 4852 WATERSONG WAY, LOT 44 MST n4 .FLORIDAFLOR I DA w >x a- . --cr CONSTRUCTION NOTES AND SPECIFICATIONS ABREVIATIONS SYMBOLS E ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE 2 DETAIL NUMBER THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR MASONRY NOTES: ACOUS. ACOUSTICAL LAV. LAVATORY A-2 SHEET NUMBER AC. AIR CONDITIONING LB. LABLE 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 ABOVE FINISH FLOOR LTG LIGHTING 3 ELEVATION NUMBER THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, AND ANCHORAGE FOR FINAL INSTALLATION. AHU AIR HANDLING UNIT LOC. LOCATION ELEVATION REFERENCE al SHEET NUMBER ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY ALUM. ALUMINUM L.W. LIGHT WEIGHT SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND ALT, ALTERNATE M.O. MASONRY OPENING UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ANOD. ANODIZED 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. MANUFACTURER a 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 MAS. MASONRY SECTION REFERENCE a9 APPROX. APPROXIMATE MAT. MATERIAL SHEET NUMBER K 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 ARCH. ARCHITECTURAL) MAX. MAXIMUM ROOM REFERENCE 10 HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. © AT MECH. MECHANICAL ROOM NUMBER NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN SIGNED MTL. METAL SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR BD. BOARD MIN. MINIMUM DOOR REFERENCE O DOOR NUMBER MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER BF BOTH FACES MISC. MISCELLANEOUS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL BLDG. BUILDING MTD. MOUNTED 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 RESPONSIBILITY OF THE CONTRACTOR. BLKG. BLOCKING N.I. MULLION WINDOW REFERENCE O WINDOW NUMBER PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS CLEARLY INDICATE WORK AND MATERIALS SUPPLIED TR THE TRUSS MANUFACTURER AND THE BM. BEAM N.I.C. NOT IN CONTRACT WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON 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. 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 FIRESTOPS 0 O.C. ON CENTER --- CAB. CABINET NOT GREATER THAN 150 FEET O.C. CPT. CARPET O.D. OUTSIDE DIAMETER REVISION REFERENCE REVISED 00/(AID/00 PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2020(7th ED.) CI CAST IRON 0.F.C.I. OWNER FURNISH ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CK. CAULK CONTRACTOR IN TALL 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS CEILING 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. CEMENT OH. OVERHEAD CER. CERAMIC OPNG. OPENING PROCEEDING WITH THE WORK. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND 2. PROVIDE I"IRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CT CERAMIC TILE OPP. OPPOSITE CODE INFORMATION SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED CLG. CEILING * DO NOT SCALE DRAWINGS FOR DIMENSIONS A MINIMUM OF 30 BAR DIAMETERS. 3. PROVIDE I-IRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH GL CENTER LINE PL. PLATE RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN '.INE WITH ADJACENT CLR. CLEAT PLAS. PLASTER CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. RUN OF STAIRS. CL. CLOSE: T PLYWD. PLYWOOD FLORIDA BUILDING CODE, EDITION 2020 lath EDITION) PLAM. PLASTIC LAMINATED THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FTMAMING, EXCEPT IN THE FLORIDA SUILDINC� CODE- RESIDENTIAL 2020 (ith EDITION) CJT. CONTF�OL JOINT PR. PAIR N FOUNDATION NOTES CENTERED IN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. CMU CONCRETE MASONRY PRCST. POUNDS PER SQUARE INCH Fi- ���ER SQUARE FOOT .AND COMPLIANCE WITH SEC. 3109.•4 8 R322.3.B OF THE 2020 TOP TYPICAL FLOOR SLAB +0'-0"). GROUT WALLS IN 8' LIFTS MAX. PR+WUNIT P.S.F. IDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WGULD PERMIT A SPREAD P.S.I. ORIDA BUILDIN AND RESIDENTIAL CODES COOf�DINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. CONST. CONSTRUCTION ` ATIONAL ELECTRICAL CODE -APPLICABLE ED 10 DESIGN ELEVATIONS IS BASE FLOOD: 6'+1 MASONRY WALLS HAVE BEEN DESK.NED IN ACCORDANC 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/ CE - 15 ASONRY - COMB. COMBINATION 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL 1W0 INCHES 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 CONC. CONCRETE RAID. RADIUS IN THICKNESS. CONN. CONNECTION RADN RADIATOR, RADIATION MUST COMPLY W ALL GOVERNING CODES AND REGULATIONS. ENGINEER OR HIS DESIGNATED RE.F';?ESENTATIVE. TEST EACH TYPE CLASS AND GRADE OF CONSTRUCTION TYPE :TYPE V / CONT. CONTINUOUS R. RISER PROVIDE 2 YEARS RE -TREATMENT WARRANTY. MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE CONTR. CONTRACTOR REINF. REINFORCE IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 NAILING SCHEDULE CTSK. COUNTERSUNK REVS. REVERSED BUILDING DES( NED AS: ENCLOSED G RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CFL. COUNIERFLASHING 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 FASTENIN',, CRS. COURSE READ. REQUIRED VERIFY EXACT SIZE AND LOCATIONS W CONTRACTOR INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS AND DOOR FRAMES, ROOF ASSEMBLIES, RM. ROOM tli-AN ROOF HEIGHT: 30'-5 1/2" / REQUIREMENTS PROVIDE LADDER TYPE JOINT REIWORCEMENT EVERY 2ND COURSE DP. DAMPROOFING R.O. ROUGH OPENING BUILDING EXPOSURE: VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. WALL ASSEMBLIESS WINDOW (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DECOR. DECORATIVE �= ��D�� D DTL. DETAIL S.C. SOLID CORE WINPRESSURE SPEED: SCHD. SCHEDULE ASCE CHAPTER 1. 110 MPH DIA. DIAMETER l3 - SEC. GUST) FOR ENCLOSED BUILDING ROOF SHEATHING NOTES: DIAG. DIAGONAL SEAL. SEALANT FRAMING: DIM. DINIL SEC. SECTION DESIGN ELEVATIONS IS BASE FLOOD: 6'+1' DIFF. DIFFUSER SERV. SERVICE ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. TOP CHORD LIVE LOAD: DO. DITTO SHT. SHEET „_,,. 20 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 ROOF TOP CHORD DEAD LOAD: 16 LB. PSF F OVER TWO OR MORE SPANS. DBL. DOUBLE SIM. SIMILAR BOTTOM CHORD LIVE LOAD: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 A SH L FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., D. F. DOUGLAS FIR S.O. SHUT-OFF 10 LB, PSF DN. DOWN SL. SLIDING ATTAIN A MINIMUM COMPRESSIVE tAND TH N 28 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. D.S. DOWN SPOUT S. SOUTH BOTTOM CHORD DEAD LOAD: 10 LB. PSF AND COLUMNS UNLESS OTHERWISEOR PILING 5000 PSI. REZED. 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. PSF LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER S.F. SQUARE FOOT FLOOR DEAD LOAD TOTAL: 10 LB. PSF CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. E. EACH SST. STAINLESS STEEL PLANTER WATERPROOFING: E. EAST IMPORTANCE / USE FACTOR: 1-9Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K EMER. EMERGENCY STD. STANDARD DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM ENG. ENGINEERING STL. STEEL MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR PROVIDE O 2 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF STOR. STORAGE PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR CR EXTERIOR GRADE. EL. ELEVATION STIR. STRUCTURAL BUILDING CATEGORY: 2 CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER ELEC. ELECTRICAL SUS. SUSPENDED SHUTTERS; E APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS INSULATION EQ. EQUAL SW. SWITCH NOT REQUIRED (IMPACTED GLASS) SHALL BE SECURELY SPIKED TOGETHER. EQUIP. EQUIPMENTEST. 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 STAND S OF THE LATEST ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 EXH. EXHAUST T. TREAD IMPACT RESISTANT ASSEMBLY: YES EXP. EXPANSION T.C. TOP OF CURB FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE FLORIDA BUILDING COD �- RESIDENTIAL 020 7th ed.) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHA B EXT. EXTERIOR TEL. TELEPHONE COMPONENT 4 CLADDING: YES SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE RESIDENTIAL 20 0 (7th ED.) EXIST. EXISTING TEMP TEMPERED CONTINUE LOADED PATH PROVIDED: YES ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE E.J. EXPANSION JOINT TONGUE AND GROOVE CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: AND MASONRY AT 4'-0" MINIMUM. DOOR AND WINDOW NOTES: p T&G F.O.M. FACE OF MASONRY T_0 TOP OF BOTTOM 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 LIFTS AND SHOWER/TUB F.O.S. FACE OF STUD TC TOP OF CURB D " NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS F.H. FIRE HOSE TW TOP OF WALL WALLS 2 CLR. OUTSIDE FACE, 1 1/2' CLR INSIDE FACE. SPECIFICATIONS FOR WOOD CONSTRUCTION. FP. FIREPROOF T.O.C. TOP OF CHIMNEY tH B EMP ALL P GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE FIN. FINISH T.0.FR. TOP OF FRAMING IDENTIAL 2020 (7th ED) FLR. FLOOR T.O.L. TOP OF LEDGER SLABS 3/4" CLR. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY F. D. FLOOR DRAIN T.O.P. TOP OF PLATE FIRST LEVEL = 933 SF. S, o CF. CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS CATEGORY I - 150 LB. IMP CT TEST FLG. FLASHING SECOND LEVEL = 1532 SF 18,354 CF, BEAMS 1-1/2" CLR TO STIRRUPS COMMITTEE. CATEGORY II - 400 LB. IMPACT TEST FL. FLUSH FLUORESCENT T.P. TOILET PAPER HOLDER TYP. TYPICAL FT. FOOT FEET THIRD LEVEL = 1�158 SF. 16261 CF, 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. FTC. FOOTING UL. UNDERWRITERS LABORATORY TOTAL UNDER AIR 4223 SF. 43215 CF. WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION -NOTIFY ARCHITECT IF A CONFLICT EXISTS. U.O.N. UNLESS OTHERWISE NOTED ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' GA. GAUGE UTIL. UTILITY COVERED ENTRY = 31 F. 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. GALVANIZED ZlC�Z._c C CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR HEIGHT, 5,7 SO. FT. IN AREA W/ THE BOTTOM OF THE OPENING NhESI ORE GB GRAB BAR VB. VAPRO BARRIER BEACH TERRACE = 280 SF. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318,GC. GENERAL CONTRACTOR VNR. VENEER BALCONY = 311 5F, DRILLED AFTER PRESSURE TREATMENT. THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE-E AL 20�((7th ED.GL. GLASS VENT VENTILATION AID F 0 R LATEST EDITION". GR. GRADE VERT. VERTICAL GARAGE, = IL31 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 0 ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER WP. WATERPROOFING TOTAL UNDER ROOF 5698 5F. "JU T FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI HWD. HARDWOOD WC. WATER CLOSET 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS FLAME SPREAD AND SMOKE DEVELOPED IN C ILI F SHALL BE HDW. HARDWARE W.H. WATER HEATER �' NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR IN ACCORDANCE WITH SECTION R302.9 0 2020 F.B.C. RESIDENTIAL (7th EDITION) H W/ WITH CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF NON -BEARING PARTITIONS: HHIGGT. �H{EEATING W/O WITHOUT ' H.M. HOLLOW METAL WD. WOOD DRAWING I N D�1,INTERSECTING ELEMENTS. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. HOR. HORIZONTAL WT. WEIGHT" g ALL INFERIOR 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 BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD H.C. HOLLOW CORE AT 16' O.C. MAX. SPACING WITH 1/2 MINIMUM GYPSUM DRYWALL EACH SIDE. SYMBOLS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND STANDARD BUILDING CODES. H.S. HAND SHOWER A1.1 COVER SHEET A5.3 RIGHT ELEVATION HVAC HEATING VENTILATION FOR A DISTANCE OF 3C. WOOD TRUSS NOTES: USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. AIR CON ITIONING & AND A2.1 SITE PLAN & DEMOLITION A5.4 BUILDING SECTIONS & "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB INCL. INCLUDE ANGLE A3.1 PILLING PLAN A5.5 DOOR &WINDOW REINFORCING AT EXTERIOR PATIO/PORCH SLABS. TILE, CARPET FINISH SELECTED BY OWNER. ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED IN. INCH © AT DETAILS & SCHEDULES VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: INSUL. INSULATION CENTER LINE A3.2 SLAB PLAN INT. INTERIOR q_ ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD JB. JUNCTION BOX 0 DIAMETER OR ROUND A4.1 FIRST FLOOR PLAN A6.1 ROOF PLAN ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. K.O. KNOCK OUT # POUND OR NUMBER A4.1 SECOND FLOOR PLAN A6.2 ROOFING PLAN A ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. PLUMBING RISER A7.1 DETAILS SHEET A5.1 FRONT & REAR ELEVATIONS AE.1 ELECTRICAL PLAN A5.2 LEFT ELEVATION AE.2 PANEL SCHEDULES 1 2 3 4 5 6 7 8 9 10 11 12 1 13 1 14 15 16 TL0 N w IL m� N N • no go �00a a. 10 • -' • {P M �w W) �� O� W •"z y% ry ` W 0 (� m w M `- y? Q� J W= U 2 �D m 00 Wa �Z Za a r� � i ° o M K IL__I_ J W 0 W CD C� Q CD J F oW�� oo z Cf) o Q _ � F- U Lu OO cn J E aC L co -.1 I- c.n MOH HVN E .: Sheet No: of --sheets D 0 6 1 ! 8 9 I 10 I 11 I 12 I 13 16 J G 0 FLORIDA STATE PLANE COOK NAD � US SURVEY FEET (TYP) N 1112769.447 E 895639.022 FLORIDA DEPARTMENT OF NATURAL RESOURCES I \ CM # 94-77—A-16 I \ \ FND NAIL & DISK FLORIDA STATE PLAff COO \\ LB # 4286 NAD 90 US SURVEY FEET (TYP) \ N 1112227.15C �\ E 895898.493 FLORIDA STATE PLANE COORDINATE FND 5" IRC, LB # 17903 \ NAD 83/90 US SURVEY FT. (TYP) I N , N 1112248.136 b'r E 895944.854 \�' ` FND 5/8" IRC LB # 4286 / I o©' I FND NAIL & DISK \ i LS # 4971 U) N I oo 15� m SS I ZI ol � -� ` I 0 �0 v �� 36, 0 < \ G 4' G`�JANDRA L rC� i \ 'G \ \ -10 A SITE PLAN 1,_0„=20' 1 I \ \\ 0- 0,1, \ I 3 LOT 42 OCCUPIED FIFE = 7.0' \ FLORIDA STATE PLANE COORDINATE NAD 83/90 US SURVEY FT. (TYP) \ Q N 1112860.98 E 895834.67 DEPARTMENT OF NATURAL RESOURCES CM # R-64 \ ,A 0 n 0 �(9 \ '� �� �� �o C) 0 \ CP Z 0cr� \ \ FND 5/8" IRC 03 \ LB # 4286 \ \q \ \ N 1111973.20 E 896209.55 SEAGRAPE PALM TREE SEASONAL HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT LEV 5.3' EASTERLY MOST DUNE GRASS EASTERLY MOST DUNE GRASS MEAN HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT ELEV 0. 5' . ,A 2� 0' CONTOUR LINE 0 0' CONTOUR LINE MEAN HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT ELEV 0.5' SEASONAL HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT ELEV 5.3' 6.0' - \ \ �, � \\ RAPE �L O \ LOT 43 o \ 5/8-IRC VACANT 4286 1973.20 N65°31 �r '\ \�' \ D 1 3209.55ss� B 6 6 Z \ vim\ 0 \ \ O q\ \ � �� \ LOT 44 ® \ z, o. \ \ ,g s 1� 6.0' \ \\ \\ \ 9`' P A WESTERLY MOST ---�\ DUNE GRASS N 1112082.760 LEGAL_ D E S C R P T I O E 896160.606 LOT 45 � \\\ \ VACANT Qa FND 5 8" IRC LOT 44, ACCORDING TO THE PLAT OF WATERSONG P.U.D. " �E �\ LB # 286 —8 PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, D 5/8 IRC .36 �03. \ ENE v A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. 2 LB # 4286 N 65 a5 - Z °°° 4852 WATERSONG WAY FORT PIERCE FL 34949 FND 4X4" CM \ LB # 42 \ \ FLORIDA STATE PLANE COORDIANTE LOT 46 NAD 83/90 US SURVEY FT. (TYP) N 1111820.346 N 1112029.794 OCCUPIED 2 E 896323.124AT E 896044.237 FFE = 8.0'IN FLORIDA DEPARTMENT OF FND 5/8" IRC 6 �a ENVIORMENTAL PROTECHTION � Z LB # 4286 MON # S-765 BENCHMAR�\ \ CA DROP INLET ` \ ELEV. = 4.50' , NAVD OF 1988 FLORIDA STATE PLANE COOR NAD so US SURVEY FEET (TYP) N 1111886.568 — E 896031.463 FND 8" IR, NO ID \ o I TE 0 .o ` %_ / G) �O \ �� \ 1 8 I 9 I 10 11 12 1 13 14 LOCATION MAP NOT TO SCALE 15 16 N mW w� O LJ uJ •t; Z y �z W �Z J V) AEI Z '0 W C W 0 W �Q o J 0 a O o>= 0 E- _ oQryo w v F— V !— W E U 'Q L� 00 00 --1 t/) Drawn by. MOIL HVN Project No. Cadd File NO.: Sheet No: Q�o of --sheets D A I 1 I 2 I 3 I 4 I 5 I 6 I I 8 I 9 I 10 I 11 I 12 13 1 14 15 I 1R L N I I C B A AUGERGA5T PILES: GENERAL: AUGERCAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT (3) *b TOP BEARING WALL-,,,*4 AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH ,812" x4'-0" 1T 12" O.C. (3) *5 TOP "Z" BAR TYPICAL SUFFICIENT PRESSURE AS THE AUGER IS WITHDRAWN TO FILL THE HOLE PREVENTING HOLE 6" CONCRETE SLAB J0 DEGREE HOOK 6" CONCRETE SLA COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE *3 6 12" STIRRUP U.N.O. 0'-0" FIN SLAB THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER PLIGHTING AT 1 112" MIN. COVER -FLOOR — ----- ALL TIMES DURING THE RAISING OF THE AUGER SO 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 IS 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 iu _ _ _ _� OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO 11, PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT _ *4 12" EW APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL *6 (3) BOTTOM *3 g 12° U.N.O.MAY LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER *i PILE DOWEL BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND *'I PILE DOWEL (3) S BOTTOM CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE SO PROPORTIONED O OVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 0T 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES AFORKE;�)A 48" SCHED 14" AUGERGAST PILING 14" AUGERGAST PIL1Nls DAY DURING AUGERCAST PILES ARE PLACED. A SET OF CUBES SHALL CONSIST OF 2 CUBES TO BE TESTED AT I DAYS, AND 2 CUBES TO BE TESTED AT 28 DAYS. TEST CUBES 12" SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C10B, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. Ll GRADE BEAM 4 L13 GRADE BEAM 2 N.T.S. AT ELEVATOR PAD N.T.S. A D_ X-1 & C �4IDU L AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL • w/ 1 x 20' (EXTEND 15" INTO GRADE SEAM.) AND 4-05 BARS W/ *3 HOOPS m 10" O.C. FROM PILE REINFORING DETAIL \ CONC.OR MASONRY MARK S1ZE(WxD) DESCRIPTION NO. cut OFF To 15' FEET S Low SURFACE. DESIGN CAPACITY SHALL BE (2) 4 8" CONCRETE BOT TOP MIDLE *3 TIES *4 a12" xb'-0" 18° C.C._ TRANSPER STEEL �• COLUMN I" I' G13 �TONS,LL IN ACCORDANCE wlT(FL.PERIMETER) BLOCK WALL OVER INTERIOR ,_ x h' r MATCHING DOWELS h' 8 BAR DIA. MIN GB-1 24" x 30" (4) *1 (4) *'1 (2) *5 6" O/C TYP. EXT. WALL *4 a18" x4'-0" a 12" O.C. GRADE BEAM (3) *5 TOP o a - ,- W/STD. HOOKS GRAD �F I� (1) *6 TOP EACH WAY GB-2 24 x 24 " l4) *6 C4) *b l2) *5 8 O/C - L13 90 DEGREE HOOK TYP.ENTIRE (3) * 1 TOP I� W/ 18 HOOKS GB-3 18" x 16" C3) *5 (3) *5 — 18" O/C GARAGE 6" STEP Gl It 1, it `� PERIMETER (2) *5 MIDDLE ��u7 E I j�. l-I) % BOT EACH WAY _ � n W/ 18" HOOKS GB-4 �, 18 x24 (3) *5 (3) *5 C2) *5 8 O/C BEAM At SLOP SLAB L1 *3 e 10" U.N.O. a *4 6 12" .�- �: � � EA WAY in 1 1/2" MIN. COVER � EA .WAY �o - 144 a - Fe 1 -�- I `� L` 6' CONCRETE SLAB U4 _ *3 STIRRUP 6' CONCRETE SLAB I 0 12" U +_ V (EXCEPT GARAG7\ E) _ - - PC-1 3b"x3b"x16„ (4/'6 EACH WAY PILE GAP HOOK (T P ,u o "v TOP AND BOTTOM. — — BAR AT EACH END G`1 *-I PILE DOWEL IK- PG-2 48"x48"x20" C6�'5 EACH WAY TOP AND BOTTOM. _ _ PILE GAP HOOK BAR AT EACH END G4 SIMILAR (3) *5 BOTTOM I u PAD REBAR SEE FOOTING SCHEDULE C3) * -i BOTTOM (3) 0 -1 BOTTOM wl PILE DOWEL CL '° 9 EDGE BARS ALWAYS REMAIN.SPACE OTHERS EQUALLY 14" PILING PC-3 36"x�2"x20" WAY SORT _NG _ PILE GAP HOOK G4 9 9 Ea. ECG (-f�'6 At WAY BAR AT EACH END SIMILAR 48„ 9', g, PC-4 36"x116"x20" (6)0o LONG WAY — _ 2 LAYERS TOP 14" AUGERCAST PILING HED C12J*6 SHORT WAY AND BOTTOM SIMILAR 18 PC-5 b0"xb0"x20' — LAYERS P G4 'COP AND BOTTOM. AND 50TTOM2 SIMILAR G 1 GRADE BEAM 3 G4 ISOLATED PAD/PILE GAP G7 GRADE BEAM SCHEDULES G13 GRADE BEAM 1 N.T.S. N.T.S. N.T.S. N.T.S. 15'-8" TOTAL LEI-sHTH BUILDIWzx 2'-6" 5'-I" 5'-S" 5'-0" 10'-0" 1'-8" 6'-4" b'-4" 6'-4" �'-4" 4,_0�, _2�, 00 AG PAD 00 — FF.E. -6"OIL *4 i�BAR tv 12"OC. 4'-011 OR l.5 NAVD �- AT PERIMETER (TYP.) 1S„ PC-2 GB-1 GB-1 PC-3 ON 71 f I GB-1 - t: F' LA GB-1 7 THICK CONC. SLA w/ 1*5 BA I HWH PAD 610" O.C. EACH WAY ON 6 MIL VAPOR "j _1" f.. I E' -6 „ r ■ BARRIER OVER TERMITE THICK CONC. SLAB w/ 1*5 BARS =, f I OR 75 NAVD TREATED WELL COMPACTED FILL m 610" O.G. EACH WAY ON 6 MIL VAPOR N n F.F.E. 0.0" i� I m OR 8.0 NAVE) � " 4'-0' BARRIER OVER TERMITE TREATED WELL COMPACTED FILL GB-3 GB 3 m GB 3 c� ELEV. -18 OR i 0 NAVD _ 4,_21 GARAGE GB-3 m 12'-2" 5'-0" 6'-6 ill" 6'-6 I!1"_x c� GB-3 40 GB-3 = N N m ■ b" THICK CONC. SLAB w/ 1*5 BARS 610" O.C. EACH WAY ON 6 MIL VAPOR GB-3 BARRIER OVER TERMITE i N _ TREATED WELL COMPACTED FILL _ ■ f- - I Am ■ _ PC-3 I. 5i-4" 1'-11" 1_211 N 4'-6" 6'-2" 6'-2" 5'-0" 1'-10" 41_811 3i_511 41_011 .- f 1 PC-1 L. I 1 I NAM - Jet . .: .:.. GB-1 Jy tYf=. $ -6" 2'-b" 6'-7" 6'-4" 6'-4" 6'-4" 6'_4" 6'-4" 6'-4" 6'-4" 15'4' TOTAL D*ATH BUILD1WG A-4 PILING PLAN 1/4 "=1 '-0" 1 2 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 m ■ W 000 M vD 04 94 ,Njk � N a 0 M E to P O ix W ►11 Z �Z N 1 M w ~10 � o ri v y Z Q LLL J it F Lu = w O O V) w Q Za Z �0 0 �U M� M K W G V / � W �Q O o Q w z O z 0O _ Q Cf) Lu =D O C� C) r� I­- �`�, � E Drawn by. MOH HVN Project No. Cadd File NO.: C DATE PROGESS SET 12-04-20 PERMIT SET 01-27-21 C LD'G DEPT. REV. 1 15-12-21 Sheet No: A3.1 A of --sheets L J G C i ICI 1 2 3 4 FOUNDATION NOTES: L FLOOR BLAB TO BE 6" THICK POURED CONCRETE SLAB WITH REINFORGEMEN"T A5 SHOWN ON PLAN ON 4 MIL VISGUEEN VAPOR BARRIER ON HELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 316/b3 SHALL IVE STREN67Hf IN 28 DAYS. MAXIMUM SLUMP 5' FOR P LI P51. REOUIRED.Q 3. REINFORCING STEEL SHALL BE ASTM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR 6RADE BEAM5: BOTTOM 38, TOP 2' SIDES TO 13E 1 1/2' CLEAR COVER FOR SLAB TO BE 3/4' MIN. 4. ALL FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE CLEAN, 6RANJLAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (✓) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND 6RANULAR, FREE FROM DELETERIOUS MATERIAL AND HELL GRADED. C. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN6,95/PAD5, LOAD BEARING WALLS, STEEL/ COLUMNS, WOOD HEADERS, CONCRETE BEAMS/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURER'S DRAWINGS BEFORE THE POURING OF CONCRETE FOOTINGS/PADS AND SLAB. 7. COORDINATE A/C , MECHANICAL„ ELECTRICAL d PLUMBING PLAINS FOR REQUIRED OPENINGS IN SLAB. 8. SLEEVE ALL PUAIBIN6 PENETRATIONS. Cl. SEE ATTACHED Ad16ER CAST PILE SPECIFICATION FIRST FLOOR SLAB PLAN 1 7 MATERIALS: 8 i 9 A) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL 5PECIFIGATION5 %-G-lq2 OR CURRENT ASTM 5TANDA 425, DE516NATION GI50. 5) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL WHICH P055E55C-5 THE PROPERTY OF COMBININI6 THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. C) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P055E551NG GHARAGTERI5TIG5 WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLUING, ASSIST IN THE DISPERSAL OF CEMENT 6RAIN5, AND NEUTRALIZE THE SHRINKAGE OF THE H16H-5TREN6TH CEMENT MORTAR (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE SPECIFICATIONS). OTHER COMMERCIALLY AVAILABLE ADMIXE5 SHALL SHOW PRIOR TE5T RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL 13E FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF 5EWA&E, OIL, ACID ALKALI, 5ALT5 OR ORGANIC MATTER. E) FINE A66RE&ATE: SAND SHALL MEET THE REGIUJIREMENTS OF CURRENT ASTM STANDARDS, DE516NATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLE5 SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS 5015TANGE5. IF WASHED, THE WASHING METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINE5, AND THE SAND SHALL allffMY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODULUS 15 DEFINED A5 THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERCENTA6ES RETAINED ON U5. STANDARD 51EVE NOS. 16, 30,50 AND 100. COLUMN SCHEDULE cl REINFORCED MASONRY COL. w/ 1-45 m VERT. FILL w/ 4000 PSI CONC. cg S"xl(o" POURED GONG. COL. w/4-*6 4) CONT. w/ *3 HOOP 's 12" O.G. c2 a12X12 REINFORCED MASONRY COL. w/ 2-% 0 PERT. FILL w/ 4000 PSI CONC. c6 - S"x12" POURED CONC. COL. w/4-*6 0 CONT. G3 ■ 12"AV' POURED CONC. COL. w/ 6-S 0 VERT. w/ *3 HOOP a 12" O.C. w/ *3 TIES a 8" O.C. C7 ® (o"x (o" WOOD 1-051` c� 31i2 "x3t/2 "xl/4" T.S. COL. FILL w/ 4000 PSI CONC. W/ 14" *5 -0 RE5AR THRU THE POST EACH WAY WITH WOOD WRAP WALL LEDGEND 81 SHEAR I L! RWALL CRETE BLOCK 8" CO NCRETE BLOCK BREAKABLE WALL TO SHORE CALCULATION TOTAL 31'-2" TO THE SHORE 31'-2'x 20% = APR❑XIMATELY 6'-0' WALL SHEAR AT BEHIND ELEVATOR 4'-4" + 12" B❑THSIDE OF ENTRY DOOR EQUAL 5"-4" LESS THAN 20% 10 12 MIXING AND PUMPING OF 1­116H-5TRENGTH CEMENT MORTAR: ONLY APPROVED PUMPIN6, GONITINUO1,115 MIXING AND A6ITATIN6 EGUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXIN6 DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORA6E TANK OF SUFFICIENT SIZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HIOM06ENEOU5 MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH A5 TO PRODUCE A HOM06ENEOU5 MORTAR OF THE DESIRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PIMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE PIMP CAPABLE OF DEVELOPING DI5PLAGIN6 PRESSURES AT THE PUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILE5 SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. 5IN6LE PILES SHALL BE INSTALLED WITHIN I -1/2 INCHES OF DESIGN LOGATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL 5ET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REC71STERED LAND SURVEYOR PILES SHALL BE LOCATED ON THE RECORD DRAWIN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT THE RECORD DRANIN66 TO THE ARCHITECT FOR APPROVAL. O%TRUCTION5: SHOULD ANY OBSTRUCTION (INGLU PINI6 BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLAGIN6 THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN AGCORDANGE WITH PARAGRAPH I, AND THIS SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REG1U11RED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BA515 FOR ADDITIONAL FOOTA6E. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AU6URING EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. PILE GAPAGITY: THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN GOMPRE55ION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL. BE 14 INCHES. PILE TOPS: HIRE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL BE PL.AGED AROUND THE PILE TOPS. (SPECIAL CtWITION5 MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHICH THE H16H-STRENGTH MORTAR 15 PUMPED DUIRIN6 THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE 80TTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE CUTTING TEETH. THE AUGER FLI6HTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAP5 OR OTHER BREAKS. THE PITCH+ OF THE A116ER FLI6HTING SHALL NOT EXCEED 9 INCHES. A A9ER5 OVER 40 FEET IN L.EN6TH SHALL CONTAIN A MIDDLE 6UIDE. THE BAST PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE REINEORGEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINEORGIN6 BARS WITH #3 TIES 0 10" G/C EXTENDING 15'-0" BELOW PILE GUT OFF ELEVATION AND 1#1 VERTICAL REII-ORCI% BAR AT CENTER OF PILE EXTENIDIN6 FULL LENGTH. PROVIDE CENTERING DEVIGE5 FOR REINFORCING CA6E AT 10'-0" C/G MAX. 5PAGIN6. NOTE FILLED CELL COLUMN MAX. 32" SPACING 13 1 14 G-13 SCALE: NTS. A-13 SCALE: TS. 7�3 15 An INSPECTION AND CLEAN VERTICAL REBAR OUT HOLE, ELEVATION 16 2ETE BEAM C11.U. BLOCK vm rLvL m o i RUCTUIE TYP. MASONRY FILLED CELL BEAM xU CONCRETE MASONRY 4REU<AMTED :AL ,ATION MEMBER :AWAY WALL CONSTRUCTED OF FORCED, HOLLOW CONCRETE 4RY UNITS NOT TO EXCEED 8" :14E5S). BEAM OR STRUCTURE VERTICAL FOUNDATION MEMBER E CREST HOLLOW CONCRETE MASONRY UNITS AIRE l.INGROUTED BREAKAWAY WALL CONSTRUCTED OF STILLWATER UNREINFORCED, HOLLOW CONCRETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNE55). SLAB ON GRADE SEE PLAN BREAKAWAY WALL FRANG15LE WALLS 14 15 a. o a m in W � N W G W d V W o© F ��� W >o a -' o LLi O C/-) Of' I— O Lu E C:) < CV U —) 00 ­1 C/-) MOH HVN E .: Sheet No: of --sheets D A 2 3 4 5 WE 7 0 m 12 16 2 I 3 I 4 I 5 I 6 I 7 E� 10 I 11 I 12 13 14 15 191 I►%I 0 J G C 1!� A-1 1/4 "= i '-0" FIRST LEVEL 2 1 3 WALL tit►:�ilttitittltiti?i►itil TYPES 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 15'-811 CON K-7 N.T.S. 35/a" METAL PLATE 77 TOP a BOT. 3r%" VERT. METAL (25 ga.) STUDS 6 1(o" O/C INSUL. AT SELECTED AREAS 8 TYP. BETWEEN COND. i UNCONDITIONED SPACES VERIFY w/ CONTRACTOR '/2 " GYP. E D. OR 11/2 " M.R. (GREEN) GYP BD. AT WET AREAS "8 FRAMING BREW FROM TRACK TO STUDS TYPICAL J"X 1 J" TAPCON S 24" O.G. INTERIOR WALLS NON BEARING WALL e ' :1�'i '�' 1 ! 1 � ! 1 • � �' 1 I!i 1 C NOTE FILLED CELL COLUMN MAX. 32" SPACING • kj Roil, •. MISC. NOTES: I. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED, 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS E BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE '44" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. u -I. 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 FRG. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 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 2010 EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F$.C. R-102.4 14. WEATHERING AND TERMITE AREA . 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY E WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUC`i ION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS, A14 GENERAL NOTES N a o � v W a m N N W J �$o 0 N N m a w� y �W W Z y z W 0 y_Z J EV:)) m Z .� o ti Lel_1 U W a W �Q o 0 ry oW�`� a O -I O O _ � O U C5 LL I— W_ U t� U � LC) 7D Q � C/) Drawn by: MOH HVN Project No, Cadd File NO.: N N G Fm Sheet No: AU A of --sheets 10 11 12 13 14 15 16 1 2 3 1 4 5 6 7 8 9 10 11 12 13 14 15 16 WALL_. TYPES N 6'-0° 15'-0° 12'-3" 5'-8" 12'-4° 18'-5" 61_/Ail LAWRY CHUTE ONE LAYER OF 1/2' GYPSUM BOARD ON BOTH 51ZE, LOCATION W 1 SIDES OF 3 5/8" OR 6" METAL STUDS ® 16" O.C. 3 OD VERIFY W/ OWNER OR 2 x 4 STUDS © 16" O.C. AT BEARING WALLS. ■ ■ ■ ■ ■ ■ ■ ■ • • • • • • • ■ ■ ■ • ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON .......... ..... ■ _ ___________________ 'N BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ N ■ - - ©© - - / \ I 2-� • N ! R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. 1 ______ ©� a > I EDITION 2017 (SEE PLAN FOR WALL SIZE) i--------------------�-------------------------------- - / \ / , �_ n u � u O 1 3 6 9 4 2 13'-4" 6'-0" 111 IL f i ff if i T • ; M I ( 3 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON 42" HAND RAIL O ; DIN R" I I I I e KITCHEN I I 44" H. sxa coLUMN T1 P. 2 EXTERIOR & 1 /2 GYPSUM BOARD ON INTERIOR OF REJECT A 411 RE TYP. • I - 2x 6 STUDS © 16 O.C. W/ R-11 BATT INSULATION. I I 1 1 10'-S" CLCx. 1 1 I °' 10'-S" CLCs. I LAUNDRY 2-2080 NOTE: NO GYP. BD INSIDE OF CHIMNEY ;� - ----------------------------------------------------------- 1 �'-z" 3ED R" 1 4 • r____________________� r-____----______-----� r_--_____---_ _______.� // 1 ' I © - ECiRE55 I 4 ONE LAYER OF 1 /2" GYPSUM BOARD ON 1-5/8 METAL i t 1 1 I Y (2) 2880 FRAMING @ 16" O.C. W/ R-11 INSULATION ON I W1 TRSM I a INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" II N 0 I e CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 1 I I I L______________________________________________ 1 N 1 // __ i�____________________J �____-______-_-______J �__-_-_______ _______J 211 6'-10" 2 - " � I -------------- -------------------- r------------ _-- � ' 5/8" STUCCO ON 8' CONCRETE BLOCK, 1 , ■ e ; I 2as0 TTGYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" 10 co 0 11 _ ■ ■ ' I COVERED I I ; " 1 ' 1 i 1 OC >4N OC.1"11 I - ; 5ATH 4 N■ - I MISC. NOTES: •-------------------J " I �,ALCONi' 0 \ / 1 �--------------------J � � `� ,�� I \ / I 42 LOWER WALL F ; i � 1 I -----" r---- - " 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 1 Qii r_____________________ r----___-----_ _--______--___--,� 8'11 -011 V ; I I 20'-811 I I I 2'-211 41-61' 11_g° ,n 1',611 4 -0 11 4 �8 f�2 13 -4 6 - 1 I I I I I 1 42" HAND RAIL TO I I ( II 41r 11 ' I / � ■ ' HB � 2. ALL GLASS SHOWER < TUB ENCLOSURES SHALL BE TEMPERED K I I 1 1 1 1 1 REJECT A 4" SPHERE �'• --- I NOTE to ;G - - - - 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR -- N ■ ■ ■----------------------- - ■ ■ ■ ■ ■ - --------------- SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN - 1 1 = 1 6m" ABOVE FLOOR OF TUB OR SHOWER e ■------------------------------------------------- ------ I I _ I 42" HAND RAIL TO r------------------- r-------------------- , r------------ ------ ,L�}..}(,� POLDER REJECT A 4" SPHERE T1P. 4. ALL BATHROOM FLOORS BASES SHALL BE IMPREVIOUS MATERIALS I I r 1 1 1 I ■ I 1 1 1 1 I I I I I I 1 i i I I "' I 5. ALL FIX GLASS SHALL BE 1/4" THICK (U.N.O.) ARCH DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK I I D111 -'Lw___-1ll"' I � WITH 2x4 SOLID RABBETED JAMB OR A C-LABEL METAL DOOR AND I ■ 1 a� JAMB. DOORS TO NAVE SELF CLOSERS. I _ I I I I ___;SIT I ---�Y- 13 0" 4'-211 v ?41-411 2'- 3'-8" 2' 1 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING J i 9'-O -----------J ------------------------ - I ABOVE I 2 IS R m .3 1 " I THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE II.---�--- + 2 T ) ( I SHALL BE CONSTRUCTED OF AMIINIM NO. 2�o GAUGE (0.48 mm) SHEET I W5 : • 1 3 + 3' + 10 2 Ao 2�---------------- ' STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS --------------------- -' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ INTO THE GARAGE _011 51-011 31-01, 51-11/21' 13'-9° 22'-21/2" T-111/2" 5'-11/2" K/ 63'4' 51_�11 11-011 WINDOW NOTE Ir EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN H NOTE 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQPT. IN AREA W1 THE BOTTOM OF FILLED CELL COLUMN MAX. 32" SPACING 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 4 WOOD FRAME OPENING SIZES TO FIT DOORS G-1 SECOND LEVEL AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 1 /41'_0„ G 9'-011 60'-811 6'-oll 4'-0" W-4" 15'-1 1/2" 8'-1° 22'-1 1/2" LAUNDRY/LCHUTE O O O ECzRESS O ION VERIFYLOCATOR F E D C N — ■ ■ ■ ■ ■ ■ ■ ■7771 IS ■III A I I I I I I YIN I I I I I 1 110111111111101111111111 ■ - ---------------------------- 1 42" HAND RAIL TO 2480 2680 ■ e REJECT A 4" SPHERE TYP. ■ `� O ; i UJIC. e I ' I I BATH 2 =, WIC. 44" H. 8x8 TYP. 2 M. 5EDR" _ ECR 13'-4" ED RM 2W112 BED R"3COVERED ■ I' I1 I1 TRAY iI!I — [9C 8 Ii 18_ I -0II " 6N1 i� ECvzRES■S t2)2880 .y�UD�J8 W/ TR5" - H5 ■ 8280 0 ■ cA ■ ' I __3'-0 7-4- 77=, 811 2-20W cnn -4° 11' 6 ° -C10,@"a " 11'-211 11/2" 4'-8 I 311W rc N -=EV- 84T-3 O- - ---------- - 42" HAND RAIL TO A 4" o ■ @ 42" HAND RAIL TO 1 3'-211 1 31.411 REJECT SPHERE TYP. --ON ■ 21 114 1 Ian h' IT I I I I I I I I I I I �„ I I I I 1 13' 0" 1 I I I I I I 41-211 13140" Clf'% @ M. 5ATH 26s0 �uIC. T LOFT O cA p (2) 9'-411 CLCx. 9'-4" CLCx. I 1 I I I 421' HAND R41L TO I REJECT -9 I I ■ ® OI 1 I TY . • ■ ►� ■ ■ ■ ■ ■ ■ ■ 1111111 rI III 1101ITTTT7111011■ ■11'� III 111111011 11■ ■111111 11mil■ I8'-5° 31'-8° 13'-ill i� -011 (01-011 15'-$11 A A-1 THIRD LEVEL IF ILL}-D CELL COLUMN MAX. 32" SPACING G 14 GENERAL NOTES 1/4 00=1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 aM N a N V 1 z o W M Q {L ix F U = m o0 Z aa.. og oin a zh 1 1 1 G W 0 C W O C) W F oQ�� GO V) E ¢0—°I!-) �—j Drawn by: Mow W1 N Project No. Cadd File NO.: Sheet No: of --sheets U IM 1 I 2 I 3 I 4 I 5 I 6 I 7 { 8 I 9 I 10 1 11 12 13 I 14 N NEOPRENE CLOSURE SEALANT 5ATTEN WATERPROOF MEMBRANE E L-1 HIP % RIDGE K ELEVATION MATERIALS KE rNOTE 5-rM50L DESCRIPTION O ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO 0 12" SQUARE COLUMNS ® RAI5ED STUCCO BAND 4 SURROUND DECORATE SILL 4 HEADER O ALUMINIUM LOUVER O DECORATIVE SHUTTER OS DECORATIVE CONC. SIDING LOOK H 0 I i 11 C 1 0 HIP/RIDGE COVER I=ASTNER CLOSURE STAND ING SEAM ALUMN.. ROOFING PLYWOOD SEE 'S' DUrSS sT Sig" RI OVER T W/ 2" STAPLE TRUSS AT E1 (SEE f (n A-1 REAR ELEVATION L-4 N.T.S. STANDING SEAM ALUMN- ROOFING 2ro GA. GALV. METAL = VALLEY FLASHING LU FASTNER AT 12" O.C. Z STANDING SEAM ALUMN- ROOFING `° z N 3/4" CDX PLYWOOD SHEATHING VALLEY DETAIL L-7 N.T.S. )LINTER FLASHING R WOOD T ION - OR BLOCK LUMN. "L" FLASHING OPRENE SPACER OOF CLIP TANDING SEAM LUMN_ ROOFING FLASHING DETAIL OF OF TIE BM. e +34'-8" �_ pl OL TOP OFTIE 5 +34'-6" = (42 OF OF 3rd FLOOR A­1� TOP OF 3rd Fl 1 +25'-4" +25'-4" = (31 'nd LEVEL CLG. LINE 2nd LEVEL CL ) +23-4" 6 +23'-4" = (31 n TOP O. ENTRY a +12'-0" = (2C id FLOOR OL 2nd FOOR PLt +11'-4" 6 +11'-4" = (IS.3 4ROUND FLOOR n TOP OF GROI m +0'-0" = (S ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/lC0 "xl i/2 "TAPCONS 2"x2" ALUM.TOP. BOTTOM E VERTICAL RAILS (VERT. 10 46" O/C MAX) ZFASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR W/(4)5/Vox 1-1/2 TAPCONS L-10 RAIL ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE A-10 FRONT ELEVATION. 10 12 1 15 I' -roll 2" P-2" 2" A5.1 A5.1 EXTERIOR TRIM PROFILES C 7 N ■ M �°DW J a �h 0, M � P Lu 0W Lu mmZ y �Z N W ~1 0 o E W j n UJ M v yZ Q LL J W= �u = w co -0 Wa Z Z a O .�o �o M 0. K W G W 0 C!� W CL 1— CD Q r") E C) � Q O w O C) � f— < W_ U E L CV 0 J Q 1� MOH F .: D DATE S SET 12-04-20 SET 01-27-21 C EPT. REV. 1 4-15-21 g Sheet No: M, I A of --sheets 4 I 5 I 6 I 7 ( 8 9 13 I 14 1 15 I 16 a I L J N I I n 1/4 to= i ' —0" 1 TOP OF TIE BM. —� 0 +34'-W — TOP OF 3rd FLOOR om +25'-411 w III -T 115T LLEVEL CLG Llr e +9'-411 = (11.4 NA` TOP OF GROUND LEFT (NORTH) ELEVATION 10 11 12 13 14 15 16 ELEVATION MATERIAL5 K " NOT SYMBOL DESCRIPTION O ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO 3O 12" SQUARE COLUMNS O RAISED STUCCO BAND d SURROUND 0 DECORATE SILL 4 HEADER <�> ALUMINIUM LOUVER O DECORATIVE SHUTTER an I DECORATIVE CONC. SIDING LOOK a N c T m n u W -on v Cl) m m � h oP Y/ K OuJ W �W Z y Z10 N V W H o D W I) yZ Q Il w t U o0 VD w Q Z Z a o � O ro 0 M W W C� C/ W ►- O < ry F W Q CD LL w CD � C/-) �o Lu Q LIJ E Q 1� Ln 00 ---i C/D FDrawnby. MOH HVN : Sheet No: of --sheets 16 2 3 4 5 6 7 8 9 10 11 12 13 1 14 a COO, a A K i a G F I D c m w 5 6 7 8 9 10 11 12 13 TOF, ( :)F TIE 5M, rk 34'-8" = (42'.-6" NAVD) lU TOP OF 3rd FLOOR rh 411 :7(3_3_,4NAVD)qU 2nd LEVEL ::LG. LINE lo +23,-4" = NAVD)%-' _-2nd 1:01OR PLAN 'D +11'-A" = ('19.4 ",4AVD) lrs,t LEVEL c-LG LINE +10-4" = (1-1.4 OF GROUND FLOOR ,-k -,w +0'-011 WI, REVIEWED Fl R CODE COMPLIANCE ST. LUCIE COUNTY B071C 14 15 16 Lj a. 0 (L N M w On .0 CN C4 QL m 10 m V) 0 z z N ui z 0 L U < u < Jul V) 0 Z Z Z 0 0 u 0 0 a- . K C-) G LLJ CD CD F C) U_ LU QD C:) m Oho Lu Li—i 3: E :D Ci Ln 00 D Sheet No: Q�o� A of --sheets a c �1 N FL �e a IM v o go 4i $ `0 m a P E �ui W ui v Z " � W F ,R :) C ) W M u Z� Q IJL J W U F = m 00 1n W Z a Z a O:E �0 °a M W W C� C/) W �Q -' � E moo ry W o Cn O o E— �� w E Co __J_ C/7 Drawn by. Mow HVN Project No. Cadd File NO.: DATE PROGESS SET 12-04-20 PERMIT SET 01-27-21 C U'G DEPT. REV. 1 04-15-21 Sheet No: ° 5.4 A of --sheets N 1 2 3 4 5 6 7 8 9 10 BUID NG DEPARTMENT PRODUCT APPROVAL SUBWTTAL AFF0AVIT 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 rFL-12496.3 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 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 MIAMI /DADE SLIDDING GLASS DOOR FRENCH FRONT DOOR J GARAGE DOOR H G C PRODUCTS SERIES 2020 (IMPACT) (IMPACT) HURRICANE (MASTER IMPACT) MODEL NO. DYNAMIC METALS I ALUM. STANDING SEAM. ROOFING UNDERLAYMENT OVEN CORNING WEATHERLOCK METAL STUCCO NA. T ESW. A,1 /4"x2- 3/4" TAPCONS #12 HEAD MIAMI / DADE JELDEN 1 /4"x2- 3/4" TAPCONS #12 HEAD MIAMI / DADE DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET MIAMI / DADE MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT EVALUATION AGENCY LOC 1 "S.S. MIAMI / DADE THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM MIAMI / DADE 4" END LAP. NA. STUCCO ON METAL LATH MIAMI / DADE FMK] 51ZE/ MODEL LOCATION COUNT I❑ 2080 FRENCH CABANA O ❑2 54M FRENCH FLEX AREA, BEDRM 3, BEDRM 4 O ❑3 6080 FRENCH ENTRY DR (s) I(o0W SLDG GS DR OCEAN RM O o NOT USED C1 X 11 © 10080 SLDG Cab DR MASTER BED RM 0 e 7 16'-0"x6'-0" OR GARAGE B SEE STRUCT. PLANS N/A +65.0 / -70.0 22267.1 SEE STRUCT. PLANS 1 2021 +45.5 / -65.0 15444.2 SEE RUCT. PLANS 20-0929.12 +50.0 / -50.0 02/22/25 BUILDING DESIGN EXPIRED DATE PRESSURE APPROVAL NO. PRODUCT DESIGN PRESSURE +/- 128.4 08/23/2021 TAS112 FL-27499.2 NA. 1 I 08/23/2021 FL-9777.7 +/— 49 NA. NA. MANUFACTURE GLA55 ANDERSEN ANDERSEN 3/16" IMPACT ANDERSEN 3/16" IMPACT Ems• 3/16" IMPACT �e ESW. 3/16" IMPACT DAB MK 51ZE/ MODEL LOCATION DIM COUNT GLASS D51CN ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 2 (1/2" EXP. BOLTS) ATTACHMENT 3 (1/4" TAPCONS) FRE55URE O CX25 FOYER 4 FLEX AREA (5350) BED 2, LOFT, STAIR ® IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWIWG5 BY O IMPACT IMPACT CCsUNN'S QUALITY GLASS 4 MIRROR B W 15 MASTER BED RM (2450) O O CX 16 OCEAN RM, DINING RM (2160) STAIR, POWDER F41 IMPACT DO CW I6 LAUNDY , LOFT (2460) O ®® m IMPACT =3 O C15 MASER BATH 4 BATH 2 (2nO) O IMPACT z BED RM 3, BATHRM 3 O CI4 BED RM 4, BATH RM 4 (2040) ® IMPACT Z O CNI55 KITCHEN (1854) 20 O NOT USED IMPACT IMPACT a Oj 4'-O"X 6'-0" FIXED MASTER BATHRI1 SHOWER O `— TEMP. a IMPACT O 4'-6"X 6'-O" FIXED MASTER BATHRM TUB 10 GLASS IMPACT STEEL MULLION NOTES: IMPACT A-4 EXTERIOR OPENING SCHEDULE A I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNINCs 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. 1 /4"=1 '-0" -- 1 2 3 4 5 6 7 8 ATTACHMENT ATTACHMENT 3 (1/4" TAPCONS) 12 EXT. STUC"'"' CONCR BLC SOLID GR 1/211 EXPANSION BC AT 16" 6" E THE 2x6 N', DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR. DOHOI-02 L-10 GARAGE DOORJAMB N.T.S. 13 v 3-3/4" 3-3/4" I"xP.TFURRINCs A a v 5/8" GYPSUM BOARD ON FOIL BACKED y INSULATION CONCRETE MASONRY UNI ' d ' sti STUCCO FINISH 2 "x P.T.WOOD BUCK CONT. SEALANT COMER BEAD ANDERSEN 5/8" GYPSUM BOARD CASEMENT WINDOW - CONT. SEALANT 1/4" SHIM SPACE 14 15 16 ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" 12 SKEW ATTACHED DOORS WITH 2" 012 SREW 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 ATTACHMENT 4 SLIDING DOOR 2x6 PT. TO CONCRETE WALL WITH Ix6 PT. BUCK ATTATCHED WITH 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONIC. -s 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" #12 SREW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT (o" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 OPENING ATTACHMENT N.T.S. NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT, CONT.SEALA MARBLE STOOL SET ANDERSEN IN GROUT BED CASEMENT WINDOW CONT. SEALANT 1/4" SHIM SPACE CONT. SEALANT v ��;• 2"x P.T.WOOD BUCK 5/8" GYPSUM BOA ON Ix P.T. FURRING A . v' X - 1" RAISED STUCCO VAR S A/4" BAND REINFORCED WITH - GALVMETAL LATH R-42 FOIL BACKED v. CONCRETE SILL CAP INSULATION 4 e ' G 10 CASEMENT WDW. HEAD G—14 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE WALL 1/2" GYPSUM BOARD ON FOIL BACKE� INSULATION ANDERSEN FIXED GLASS SYSTEM I"xP.TFURRING CONT. SEALANT---. CORNER BEAD 5/8" GYPSUM BOARD 2"x P.T.WOOD BUCK CONT. SEALANT 1/4" SHIM SPACE ANDERSEN CASEMENT WINDOW CONT. SEALANT STUCCO FINISH CONCRETE MASONRY UNIT MARBI IN GRC CONT. 1/2" GT BOAR FURRIh R42 R INSULL 1/4" SHIM SPACE CONT.SEALANT ANDBACKER 2"xP.TAIOOD BLOCKING POURED CONCRETE SILL STUCCO FINISH � D 10 FRENCH DOOR JAMB D 14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMIUR IN -SWING DOOR SIMILAR DOOR - SEE SCHEDULE SEE 8C INISH- EPULE ALUMINUM TREAHOLD SEALANT SLOPE COMPRESSIBLE FILLER CONCRETE SLAB DTH02-02 A-10 FRENCH DOOR SILL N.T.S. CONCRETE MA£ STUCCO FINISH CONT. SEALANT ANDERSEN OR EQUAL DOC FURRING n YPSUM BOARD AIL BACKED ATIGN .TJUOOD BUCK IER BEAD YPSUM BOARD SEALANT HIM SPACE A-14 FRENCH DOOR HEAD N.T.S. 13 4 15 16 a o w4 Dw M 0 a E; Cn to m N m n W a N ■.�np� F, o M O c N w _ ; a W� o LO ^ ^ Q' ON y oE. �V) oUJ W UJ �Z y Z(V W z ° i� v yz W aU- J W V 2 w E� °° wQ Z Z a ° 0 �U °o M K zwLLJ Z O C Q 0 W U G z Lu C) V / � W CD F i Q O w O CD _ Q Li-i I— � CD U E CD a� Lu C�0 Q n IN 00 L— Drawn by: MOH H\N Project No. Cadd File NO.: DATE PROGESS SET 12-04-20 PERMIT SET 01-27-21 BLD'G DEPT. REV. 1 04-15-21 BLD'G DEPT. REV. 2 5-13-21 B Sheet No: AM's A of --sheets 1 2 f2" TOPPING (BY G.C.) SECONDARY POUR t\ I (BY G.C.) fBAR CAST IN BEAM AT j 6" U.S. " O.C., t3 BAR CONT. AND #4 x 1 —6" LG BAR :� 3 1 2"t �4" BRG. GROUTED IN CORE, ONE PER PLANK.(BY G.C.) _ 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) M i SEGT I ON SCALE: 3/4" = 1'-0" f2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) 00 #4 BAR CAST IN TOPPING 6" U.S. 4 —0" O.C., AND f .. #3 BAR CONTINUOUS. (BY G.C.) S LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) a SEGTION K _ SCALE: 3/4" = 1'-0" +4 BAR CONT. f2" TOPPING f2" TOPPING (BY G.C.) (BY G.C.) _ • • �- 8" U.S. J� , : 6" U.S. 3 1/2"t 3/4" BRG. - . j LAP VARIES CAST W/ BEAM Wfl #4 _ BAR CONT. IN 4" SECTION CONE BEAM W/REINF. (BY G.C.) •'• #5 BAR CAST IN BEAM AT s' ' ' . 4'_0" 0.C.,4 BAR CONT. • AND #4 x 1 —6 LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 3 SEGTION _ SCALE: 3/4" = 1'-0" H GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING t2" TOPPING (BY G.C.) (BY G.C.) G LAP VARIES " U.S. STEP DOWN BEAM 4" (BY G.C.) 4 SEGTION _ SCALE: 3/4" = 1'-0" t2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) • #4 BAR CAST IN BEAM AT : 3 1 2"$" 3/ S" BRG. 4' —0" O.C., #3 BAR CONT. AND #4 x 1 —6" LG BAR GROUTED IN CORE, ONE E PER PLANK. (BY G.C.) 8" MASONRY WALL W/REINF. (BY G.C.) SEGTION — SCALE: 3/4" = 1'-0" D f2" TOPPING (BY G.C) SECONDARY POUR (BY G.C.) 00, #4 BAR CAST IN TOPPING 4 —0" O.C., AND r #3 BAR CONTINUOUS. ! 8" U.S. (BY G.C.) , " LAP VARIES 8" MASONRY WALL C W/REINF. (G.C.) SEGTION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) B f1" GYPCRETE (BY G.C.) t2" TOPPING {BY G.C.) '� 0 �✓f"�� 0/�J o 8" U.S. i • . 8" U.S. LAP VARIES L LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) A -� SEGTION SCALE: 3/4" = 1'-0" 1 2 3 4 I.. i 2' 5 REBAR CONT. ^�t 10 11 12 13 14 15 GROUTING BUTT JOINTS (BY GC) 8" 8" CB-1 TOP OF BEAM TOP OF BEAM 'S 6 LAUNDRY CHUTE 5 TOP OF BEAM I ELEV. 24'-2" EL. 24'-6" CS�-9 51ZE, LOCATION EL. 24'-6" CB-6 �G I B-1 I L�� �LL3 11 - 1I 8-11 I— \=CIt1' III/ /iII1�IL:C TOP C IF FLOOR ELEV. 25'-4" � " 'LI Ie'� III I i I I I I 5 N �L L Lc5 inawl ,MIN ■ ono L------- J :".: C2000 III. !J 1 �� LB-1 LB-1 13'40" LS-11 11'-S° LS-1 Tof OF BEAM x tOP OF BE EL24'-6" g1-011 EL.24'-6" C:5-1 - G-4 THIRD LE EL HOLLOW CORE & FRAMING 1 /4"=1'-0" e H1 CB-1 ALL BELOW 8" HOLCO CORES SYSTEM WITH 2" TOPPING TOP OF FLOOR ELEV. Il'-4" rJ. NJ 101 101 I in t) El NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS LAUNDRY CHUTE SIZE, LOCATION 5 VERIFY U1/ OlM - 1 9 0 EL. 10'-2" TOP OF BEAM 2 6 cv TOP OF DECK EL. 10'-10" SLOPING Ln TO 10'-8" U U SLOPE 2" 411 4 CB-1 - OI ■ I I ■ _SHC UERRECE5S I I i 4'-81/2" BY _ I'4" l'-O" 4'-1" 15 :... ' MINIM MI IMI g EL. I0'-2" 16' - m J :: - TOP OF BEAM 2 OPEN � u i iv !� OL GB-4 , 4'-6° TOP OF BEAM EL. IT-O" EL. I0'4" TOP OF E3M I'-0° NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENINGS SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD E3Y BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. � 8 9 10 11 12 16 t2" TOPPING (BY G.C.) 8" U.S. 8" U.S. 3"t 1 2" BRG2" BRG. VAND BAR CAST IN 8" MASONRY WALL-0" 8" O.0 & HORIZONTAL IN REINF. (BY G.C.)R PER PLANK. .. 8 SEGTION 1%1_ SCALE: 3/4" = 1'-0" LII�i-EL SAFE LOADS TABLE (CAST—CRETE) MARK LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 8U8 B 4'-0" 1966 1363 765 81_18 C 4'-6" 1599 1207 592 8U8 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 8U8 H 10'-6" 475 530 284 8U8 BEAM SCHEDULE CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS C15-1 8" x 12" 2- # 5 2- # 5 - CB -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. CB-2 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. C_ 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. C5-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH CB-5 12" x 24" 3- # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. CB-6 1 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. CB-6 N 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. C5-1 16" x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. C5-8 8" x 28" 2- # 5 IN LAYERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH CB-9 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. CB-IO 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END CB-11 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM CB-12 8" x 24" 2- # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. 8" x 8" ( 1- # `, ( PRE -CAST LINTEL 1. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W1 BLOCK AND BEAM ABOVE 13 14 15 16 N 0 o m N N M CN 0 Cd a LO 0 M OLu Lu _Z Z " tl! M j W M yz Q LL ix J ix w U I w �D o0 � Z O 0 O O 0M K W G W C W O 0 � O w Z O oC[CY-)O � o V) ~Qs� Lu E U Q CV 0 co ­_1 . I— U-) FDrawnb) MOH �� Cadd File NO.: e DATE PROCESS SET 12-04-20 PERMIT SET 01-07-21 D i Sheet No: Q00.1 A of --sheets 1 2 3 4 USP TRUSS ANCHORAGE SCH ECG LfIE[RFORMED Y OR EQUIVALENT HARDWARE PRODUC T N MARK STRAP DESCRIPTION NUMBER OF NAILS f0d COM. UP IFT Lbs REMARKS LATERALS LATERAL F2 A USP HTA20 (6) 1Od 980# (DOUBLE STRAP) 590 660 $ 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 IVY E USP HTA20 (2) (10) 10d 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF 5 16d E.E. () 900 # ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING { USP HTT22 (32) 10d 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) 1Od 1350# (1)S10d TO RU SE T 575 575 TUDS & T08)10dPLA M USP MUGT15 (20) 1Od 1350# ITO (10) 10d TO TRUSSES, (8)10d TO 3965 3965 STUDS & (2) 10d TO PLATES HARDWARE SHALL 5E MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED iN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS 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 = 24.80 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 1300 Ibs). v 4. All truss to wood connections to be MARK 1, unless otherwise noted. (This means that any unmarked trusses have an uplift range from 1 to 14-15 lbs). 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ engineer's approval. GABLE END TRUSS CIF APPLICABLE), SEE ROOF PLAN PROVIDE 1/8" SPACING AT PANEL EDGES N APA 40/20 3/4" EXPOSURE i, EAT � PLYWOOD SHEATHING \ __ _� PRE- OCs. WOOD TRUSSES // f • 24 O/C (SEE ROOF PLAN) G a I 111 C IC3 A;/� d O ` (D PROVIDE 2x4 BLI a ALL PLYWOOD SEAMS BETWEEN IST (3) TRUSSES NAiL SEAM w/ 10d a 4" O/C ` (D \ LATERAL BRACING IF EACH SIDE OF SEAM �� WALL RE01.11RED ONE T'YP. t� �\ 1/16" SPACE AT NAILING SCHEDULE (BLOCKINGS DIAPHRAGM) PANEL ENDS Q EDGE NAILING 10d a 4" O.C. 2 INTERMEDIATE NAILING 1Od • 4" O.C. BOUNDRY NAILING 10d a 4" O.C. END BLOCKING 0 CORNER NAILING 10d a 4" Or - BEHIND FASCIA BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) +_4 r_1 MT* 1 T II!III II�III 1 1 1 1 1 DIRECTION wD.TRUSSES I I I ( OR FRAM'G. 24" O.C. DIAPHRAGM BOUNDRY HiP ROOF 10 < 0 S 45' CORNER DISTANCE: A= 4 FEET IN ALL CASES PANEL FRAM'G. TRUSS MIN, PANEL NAIL SPACING COMMON REMARKS 10DIAPH 0 OTHER GRADE SPCG. THICKNESS BOUNDRiES PANEL EDGES NAIL SiZE ROOF APA RATED �S EATHING 21_On 3/4" 4" 'm ZONE 1,2 4" a ZONE I 10d. SS. _ LOCKED DIAPHRAGM MAX. MIN. R SHANK UN-0. ON PLAN 4" w ZONE 3 4" a ZONE 2 43 RATED ::rFA I tG GLUE AND SCREWED UN O. ON PLAN 1 2 3 4 5 6 1 7 LATERAL BRACE 8 --�9 10 I 11 1 12 1 13 1 BRAG ING NOTES: PICR %4ENT 2' X 4' DIA60NAL. BRACING IN THE PLANE OF THE NIBWREiT WEB MEMBER GOA TION WITH (2) - Ibd NAILS IN EACH WEB IN AT LEAST (3) TRZ5E5 AT APPROX. 4b DbEREE ANGLE. Nff- HI"I, Fig. 37, 38 4 ". PERMANENT BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSS. CONNECT WITH (2) - ib d NAILS IN EACH TRU55 (ROOF ONLY). 4n-� �RAGiNC7 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 MEMBER 15 LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LiST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID WI BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 400 LBS PARALLEL TO WALL = 360 LBS IT 15 THE RESPONSIBILITY OF THE BUILDER q5 5ONS ERECTING THE TRUSSES TO INSTALL ADEQUATE BRACING TO PREVENT TOPPLING OF TRL65E5. FOLLOW ALL APPLICABLE RECOMMENDATIONS IN TPI PUBLICATION " HIB-ql` it4' tT =0 4V 0 J, a� 4 fr „ am .ifm�� .R ITs .�' �. a ',.e.�s ., ,�i,.' SHOWI NC NO rES: CONCRETE SHORING IN5PECTION REQUIRES TO SE PERFORMED BY PROFESSIONAL IN CHARGE. 14 15 1 16 PNUM T i C F 5T N LEGEND NOTE: ALL FASTENER AND NAILING TO BE STAiLESS STEEL. PNEIJI" ,4TIC F,457NEfR5 - iTW Iz,4` MET / fRED�4E,4D APPLICATION SiZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"xi-3/411 TAPBLOCPER K OR TIE BEAM ER STRAP TRAP _PER NON BRG. WALL SiLL 300 HD 5/32" DIA. SHANK PLATE TO CONC. SLAB 1/8" WASHER SERIES 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG 1524 SDI I LOGO STAMP t-IETAL L,4TH 4 WHRE FASTNEfi,6 - f'NEIJ-F,46T CO. APPLICATION 51ZE TYPE SPACING REMARKS 16 GUAGE W/ 6" APART WIRE LATH MIN. 1 114" " 101 - 1 SIDE LAPS PENETRATION 9" APART 16 GUAGE W/ 6" APART SEE 5r-B.0 SECT. 3/0" RiB MTL. LATH MIN. 1 1/4" " 101 - i SIDE LAPS 3502.3 PENETRATION 'B" APART 35042(CXbb) MI=T,4L fROOF TILES - 4TL,45 COLL,4TED N,41L6 ,APPLICATION SiZE TYPE SPACING-c REMARKS 10-12xl" PANCAKE GALV. PER TILE SEE F.R.C. 2011 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. R9053.5 W. *2 PHILLIP- SEALENT S.STL. I SPEC'S AND 9053.E NOTES:: ALL FASCIA AND DRiP EDGE NAILS SHALL BE 316 STAINLESS STEEL (ROOF/WALL SNE,4THING - 4TL,45 COLL,4TED N,41L5 APPL I CATION SIZE TYPE SPAC I NCx REMARKS 3/4" ROOF SHEATHiNG 3" x .148" 10d S.S. ROOF - 4" 3/4" FALL SHEATHING 11/2" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.C. NOTES: I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS, 3. FASTENING OF GARAGE DOORS, WiNDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. GENERAL NOTP�! EL. 12' -0" TOP aA-5 ROOF FRAMING a1/4 99=1'-0" AND LOWER RO F AT ENTRY 5 1 6 7 8 1 9 1 10 1 11 12 1 13 14 15 1 16 r) to J w N ■ m r „ O go It *' ry �W to 0, M • '0 �A o0, y �V OW W ■ !�Z V/ ■� ' N�iL L �W D° W M `f yZ Q LLL J W= U 2 w p 0 0 Z Z o� ■„� 0 ° o ro K J W G W V I W �- Q �CD C�)rr, F CD Q CD � w z O z Cn � (5 o w ►- � w (_-) E C U Q n L� tN oo --I- E- C/) Drawn by. MOH H� Project No. Codd File NO.: D DATE PROGESS SET 12-04-20 PERMIT SET 01-07-21 C BLD'G DEPT. REV. 1 04-15-21 0 Sheet No: A0o2 A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3r1/9" METAL PLATE 2x& SAFEGUARD TOP TOP 4 BOT, I/4" COUNTERSUNK 3(ox DIAM. TOP BARS STD. I-IoofG LAG SCREWS N EA. PICKET) it� FIRST STIRRUP 5% „ (25 ea,) �I- STUDS v 6" O CL INSUL. AT SELECTED AREAS STANDING SEAM METAL ROOF <[ Z6 4 TYP. BETWEEN COND. 4 jY UNCONDITIONED SPACES SEE ANCHOR SCHEDULE tf7 � O VERIFY w/ CONTRACTOR a ROOF PLAN FOR TIE DOWNS PRE-ENG. ROOF 2x6 TSB, M Z 2 2n TRUSSES BLOCKING TRUSSES � 24" O.C. � � BOTT. BARS �� „ 2 GsYP. BD. OR 1�2" ALUMINIUM SPRAY fo" FOAM R-22. INSULATION l'� Z 0 2x2 PICKET SPACED TO M.R. (GREEN) GxYP BD. At WET AREAS DRIP EDGE DOUBLE TRUSS STRAPING C" U [L REJECT 4" DIA. BALL. LI L2 L3 TOP of BEAM VARIES O r1� Q f- (VERIFY W/ OWNER FOR STYLE) NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A 00 FRAMING SREW FROM TRACK TO STUDS TYPICAL (SEE ROOF PLAN) • (X O ILL I MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. J"X I i" TAPCON 6 24" O.C. 2xS R.S. CEDAR • I • Ix2 ROOF EDGE. CEDAR P.T. ix3 FIRESTOP CONT. 2'-ID" O.H. READ V'x12" CONC. TIE BEAM L 1/4" COUNTERSUNK CONC. SLAB w/ 4-05 0 CONT. U.N.C. LAG SCREWS (i EA. PICKET DECORATE OUTLOOK STAIR L-8 STEEL PLACEMENT L-1 1 INTERIOR WALLS SEE ELEVATION R-S MASONRY GORE FILL INSULATION NOTE: COMBINE INTERIOR INSULATIO STRINGER STUCCO LAP SIDDING AND CONCRETE BLOCK = R-20 ON SECOND FLOOR e ABV. N.T.S. N.T.S. NON BEARING WALL P.T. ix3 FIRESTOP CONT. R-S MASONRY CORE FILL INSULATION 1-1/2" BLK RCGESSE 1i2" GYPSUM BOARD GONT. RE -BAR ON P.T. MTL FRAMING FURRING a 1611O.G. K 8" CONCRETE AFU D D T A I TOP GONE. BARS VTOP OF BEAM VARIES (SEE PLAN) HOLLOW GORE SPLGE AT MIDSPAN NOTE- ONLY AS REOV HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST „ 'loll 0.30 L2 „ G BAR BAR OR L3 E BAR STUCCO BAND SEE ELEVATION I�< `� • —UNDERSIDE OF LOOKING DECK OVER AC. SPACES WILL RELIEVE w CREATE R-IS SPRAY FOAM INSULATION v030 ID30 030 LI LI OR LI OR L2 GREATER 61REATER GANT. L SPAN p -- GONG. TIE BEAM SEE BEAM SCHEDULES DROP CEILING HEIGHT VARIES FLOOR STRUCTURE SMOOTH STUCCO ON 2" GYPSUM BOARD FIRST FLOOR ON P.T. MTL FRAMING FURRING m 1611O.G. HEADER OR NOTE.: GIRDER TRUSS - ID.125 0.125 - ID.125 LI BOTT. LI L2 GONT. 6" BOTT. 0.12$ BOTT. GONT. L2 GONT. OVERLAP VERT DOWELS R-S MASONRY CORE FILL INSULATION R-11 FOAM INSULATION (2R. +TR = 2� TO 2E� (o01 B MIN. 4'-6" (SEE FOUND. PLAN HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB ... .... ..... i.2" + 7.2" + l,a" = 24.E-11 "B" BAR MIN. (0 MIN MIN. BAR5 FOR SIZE 4 LOCATION) APPLIED ANY POINT AND IN ANY DIRECTION. 1-1/2" BLK RCCESSE WOOD BASE H HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" \ 2x TREADS \ LI CANTILIVER L2 SPAN L3 FIN. GRADE OlUiFIN. FLR 0 `TELEV. a.. SAFE GUARD RAILS HEIGHT 42" MINIMUM \ NAILED AND V-0" . L x • x x . xx. e • x SET IN MASTIC \ NOTE: "D" BARS ARE TO BE U5ED AT BOTH ENDS OF A SPAN UNL>�S "D" BARS — I F x ..-s -- GRADE BEAM \ FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BAR5 ARE REGOIRED \ FIN. FLOOR 2x12 STRINGER \ - \\ BEAM RE 1 NFORG I RUP LEOEND CONCRETE PILING SEE FILING PLAN i `O 3/OIR #3 OF04 3/G = #3 GLOSM P.T. 2x4 BOT. N.T.S. ' — 2M = #2 HOOOPS PLATE OR APPV'D EQUAL. F-8 BEAM REINFORCING DETAIL F14 TYP. WALL SECTION N.T.S. 1 /4"- 1 ,_0„ F F-1 TYPICAL INTERIOR STAIR & RAIL DETAILS 36" H. STAIR RAILING W1 N.T.S. PICKETS AT 4" O.G. MAX. STYLE AND DESIGN AS SELECTED BY OWNER E 51MP50N LT512 5TRAP N,AIL5 ELEV. EXISTING -2ND 2ND F OOR To 5�4CK OF LEDGER u�r�• 1Od N�41L5 AND lJ/4d NALL5 TO TRU55E5 TOP OF FLR- - - - - - - - 000 - - D i _---' 2X�o LEDGER W1 "lx3l' TAPCON 2"x(o" JOIAs16TOCNDING 1 — AT & II O.C. 5TAGGED 1 PROVIDE FIRE STOP AT MI POINT CONTINUOUS BARS 0 EXTEND TO (T*'PIGAL TOP AND L OTTOM) I of EACH RUN of STAIR WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS 4, SEE SCHEDULE I - - - - 2 12 g 12" C SIMPSON LU628 OR AT CONTRACTORS OPTION, PROVIDE EQUAL AT EA. STAIR _ CORNER BARS SAME SIZE 4 NUMBER AS STRINGER C BEAM OR FTG WITH GREATEST TOTAL 1 1 AREA OF STEEL IN LIEU OF STD 9ID° ACI 2-2"X12" LEDGE 1" FINISH TREAD HOOKS LAP BARS 48 BAR? EACH LEG. ATTACHED TOLL W/ 5/6" X 1 1/2" L W DCE — 3/4" CDX.RISER 4 SUB TREAD STANDARD 90° ACI HOOKS RS W/ A ANCHOHERS � 12° o.c ST RED 2x4 P.T. LEDGER BD. SECURED TO SLAB 111/3" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W1 16-6 NAILS \\_51MF5ON STAGGERED. L ii g LU52(o W/4-10d NALL5 ELEV. +m'-,a" TO TRU55E5 4 4 1001 NALL5 FINISH FLR. W. s v vs v s �' `..d -7,b .•s v� NOTE: AT BEAMS W1 GONG TO LEDGER COLUMNS BELOW 0 HOOK BARS DOWN INTO COLUMNS 4 LAP a VERTS A A-1 CORNER BEAM A-7 LEDGER DETAIL A- 12 TYPICAL STAIR DETAIL N.T.S. AT ROOF TO CONCRETE WALL NTS. 1 2 3 4 5 6 7 1 8 19 10 1 11 1 12 1 13 1 14 1 15 1 1R W a o a o. ■ a � M go v N � w• �to y O OW UJI Z V) % ` ry I.-10 W 10 Dm v LU co) a� yZ W= �u 2uJ Z Z a O ■I„'u °o ro W 0 W �. " O Q. WQ -1 o LLJ Cf)O 0 ILLI Q Lu U V � N Q� 0000 (— Drawn by. M01H HIVMN Project No. Cadd File NO.: PROGESS SET 12-04-20 PERMIT SET 01-07-21 BLD'G DEPT. REV. 1 04-15-21 Sheet No: A7,1 of --sheets a L I I a E IN c a I N M E K W G I E 0 C 19 NO 1 ELEctI�►cAL LECZND 3 g ELECTRIC METER 0 ELECTRIC PANEL CZIJ A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. 4gr WEATHER PROOF DUPLEX OUTLET r , FLOOR OUTLET d TELEPHONE JACK TELEVISION JACK O CENTRAL VAC. HOSE OUTLET 44 WALL SWITCH 41P 3-WAY WALL SWITCH 404 4-WAY WALL SWITCH b4" DIMMER WALL SWITCH -64x MOTION WALL SWITCH 0 PUSH BUTTON SWITCH TTl 7 WALL OR CLG. MOUNTED FIXTURE J. SOX -(Y}- JUNCTION BOX P.G:41` Y FULL CORD FIXTURE ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE �----) FLOURESCENT LIG44T FIXTURE FLOOD LIGHTS O EXHAUST FAN I�1J CABON MONOXIDE DETECTOR 4 SMOKE DETECTOR COMBO THERMOSTAT ST SPRINKLER TIMER INTERCOM K/P SECURITY SYSTEM KEYPAD MOTION DETECTOR 0 CHIME G DOOR ALARM SOUND WHEN OPNED -ELECTRICAL CONTRACTOR SMALL VERIFY WITH FP4L THE LOCATION SERVICE AND SHALL LOCATE THE METER 4 PANEL AS 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 GAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE Gr-.C.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR- -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 46" 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 IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) - TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC21OB2 ALL 125 VOLTS 15 4 20 AMP. RECEPTACLE 5 I 6 q!VZA A - 5 7 I 8 SECOND LEVEL FIRST LEVEL 0 POTABLE CZNERATOR PLUG r-- KITCHEN WOOD 12 13 14 15 16 %1=F �F1= a c a � W N � ■1n: S O on 04 4% A N III J a d to �0 M w �U) At Ow W UJ �j Z (nz V "_ M w ~0 :) E �V '^ W M yZ J W= F V I w D O m 0 wQ �Z Zo. o 0 OM a. M K a W C V J � W O C� ry W Q O LL E C) < ry LLJ O O (n I— Q W U J E Q CV co ­1 C/-) MOw p)(N E .: DATE PROGESS SET 12-04-20 PERMIT SET 01-07-21 BLD'G DEPT. REV. 1 04-15-21 heet No: E M of --sheets l�J C 0 0 1 1 2 1 3 1 4 1 5 1 6 7 E'l 0 Ire 12 13 14 IN 16 N ° O t N c N `m J : h Q, t\ A oW z y Z z " zo �W (^ D M w M yZ lLL W= O m O Z Z o O O OM 0 a. M K z Q O O W W J U 0 ry = U I— W .W W N G W a C/) W moo Q__jLU F z oQ�o ry S � Q U W O I-- C_.) E Q c co ---i C~/) Drawn by. MOH HYN D 'roject No. Codd File NO.: DATE PROGESS SET 12-04-20 PERMIT SET 01-07-21 G BLD'G DEPT. REV. 1 04-15-21 no Sheet No: AE19 A of --sheets